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CAS-05_GATEWAY NORTH/GATEWAY PLACEPARCEL 1 (revised 12/15/05) PARCEL 3 (revised 8/24/05) :0:Z•1:11r PARCEL 5 (revised 12/15/05) PARCEL 6 (revised 8/24/05) PARCEL7 That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24; thence along the west line of said Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 1495.27 feet to a point that is described as the "Point of Beginning" of Tract B in Document No. 306531, on file and of record in the office of the County Recorder and said point also being on the northerly Right of Way line of Highway 312 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17, Carver County, Minnesota; thence along said northerly Right of Way line, North 00 degrees 01 minutes 22 seconds West, a distance of 174.31 feet to the Point of Beginning of the Tract of land herein described; thence along said northerly Right of Way line, the following two (2) courses: thence South 89 degrees 33 minutes 41 seconds East, a distance of 63.00 feet; thence South 00 degrees 01 minutes 22 seconds East, a distance of 134.66 feet to a corner of said northerly Right of Way line common with the northerly line of a certain tract of land described in said Doc. No. 306531; thence northeasterly along said northerly Right of Way line common with said Document No. 306531 the following three (3) courses: thence along a curve, concave to the southeast, whose elements are: arc length of 419.19 feet, radius of 4669.60 feet, central angle of 05 degrees 08 minutes 36 seconds and a chord that bears North 61 degrees 09 minutes 27 seconds East, a distance of 419.05 feet; thence North 19 degrees 12 minutes 32 seconds East, a distance of 49.59 feet; thence North 71 degrees 27 minutes 35 seconds East, a distance of 67.79 feet to the intersection with the westerly right of way line of Trunk Highway No. 101 as shown on said Minnesota Department of Transportation Right of Way Plat No 10-17; thence northerly along said westerly line, the following two (2) courses: thence North 01 degrees 48 minutes 38 seconds East, a distance of 414.90 feet; thence North 20 degrees 41 minutes 17 seconds West, a distance of 38.07 feet to the intersection with the southerly right of way line of Lake Susan Drive as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17; thence southwesterly along said southerly line of Lake Susan Drive the following four (4) courses: thence along a curve, concave to the south, whose elements are: arc length 75.42 feet, radius of 250.00 feet, central angle of 17 degrees 17 minutes 09 seconds and a chord that bears South 56 degrees 55 minutes 33 seconds West, a distance of 75.14 feet; thence South 48 degrees 16 minutes 58 seconds West, a distance of 225.39 feet; thence along a curve, concave to the north, whose elements are: arc length of 254.20 feet, radius of 350.00 feet, central angle of 41 degrees 36 minutes 49 seconds and a chord that bears South 69 degrees 05 minutes 22 seconds West, a distance of 248.65 feet; thence South 89 degrees 53 minutes 47 seconds West, a distance of 47.02 feet to said west line of Section 24, being also the centerline of the existing right of way for Trunk Highway No. 101 and also an easterly line of the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said west line of Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 305.89 feet to the Point of Beginning. Containing 211,552 sq.ft. or 4.8566 acres of land That part of the Southwest Quarter of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, described as follows; Commencing at the southwest corner of said Southwest Quarter, being also the West 1/4 Corner of said Section 24; thence along the west line of said Southwest Quarter, North 00 degrees 01 minutes 22 seconds West a distance of 88.01 feet to the "Point of Beginning" of a parcel of land described as an "Exception" to Tract "B" in Document No. 306531, being also the Point of Beginning of the tract of land herein described; thence continuing along said west line, North 00 degrees 01 minutes 22 seconds West, along the westerly line of said "Exception", a distance of 604.46 feet to most northwesterly corner of said "Exception"; thence along the northerly lines of said "Exception", the following three (3) courses; thence South 79 degrees 56 minutes 11 seconds East a distance of 33.52 feet; thence North 59 degrees 32 minutes 26 seconds East a distance of 485.53 feet; thence South 53 degrees 19 minutes 20 seconds East a distance of 122.71 feet to the most northeasterly corner of said "Exception'; thence along the easterly line of said "Exception", South 00 degrees 01 minutes 22 seconds East a distance of 776.19 feet to the southeasterly corner of said "Exception"; thence along the southerly line of said "Exception", North 89 degrees 30 minutes 16 seconds West a distance of 471.64 feet to the northeasterly line of Book 114 Page 398 on file and of record in the office of the County Recorder; thence North 44 degrees 54 minutes 34 seconds West along said northeasterly line, a distance of 64.32 feet to the west line of said Book 114 Page 398; thence South 0 degrees 01 minutes 22 seconds East along said west line of Book 114 Page 398, a distance of 45.35 to said southerly line of "Exception"; thence along said southerly line of "Exception", North 89 degrees 30 minutes 16 seconds West a distance of 33.00 feet to the Point of Beginning. Containing 401,746 sq.ft. or 9.2228 acres of land That part of the Southeast Quarter of the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver County, described as follows; Commencing at the southeast corner of said Southeast Quarter, being also the East 1/4 Corner of said Section 23; thence along the east line of said Southeast Quarter, North 00 degrees 01 minutes 22 seconds West a distance of 88.01 feet to the "Point of Beginning" of a parcel of land described as an "Exception" to Tract "A" in Document No. 306531, on file and of record in the office of the County Recorder, Caver County, Minnesota, being also the Point of Beginning of the tract of land herein described; thence along the southerly line of said "Exception", North 89 degrees 10 minutes 34 seconds West a distance of 777.79 feet to the southwesterly corner of said "Exception" thence along the northwesterly lines of said "Exception", the following two (2) courses; thence North 51 degrees 10 minutes 25 seconds East a distance of 955.61 feet; thence South 79 degrees 56 minutes 11 seconds East a distance of 33.52 feet to said east line of Section 23; thence along said east line, South 00 degrees 01 minutes 22 seconds East a distance of 604.46 feet to the Point of Beginning. Containing 247,111 sq.ft. or 5.6729 acres of land. VICINITY MAP W WY y W I W W 0 y LAKE SUSAN, �SpN y .,HILLS WEST y yPARK e6 CHANHASSE H"S PARK y LYMAN BLVD. kFS T SITE ST. N NO SCALE That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24; thence along the west line of said Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 727.22 feet to the Point of Beginning of the land herein described; thence continuing along said west line, South 00 degrees 01 minutes 22 seconds East a distance of 187.88 feet to a northerly line of Minnesota Department of Transportation Right Of Way Plat No. 10-17, a plat that is on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said northerly line of Minnesota Department of Transportation Right of Way Plat No. 10-17, the following four (4) courses: thence North 89 degrees 53 minutes 46 seconds East a distance of 46.89 feet; thence along a curve concave to the northwest, whose elements are: arc length of 181.57 feet, radius of 250.00 feet, central angle of 41 degrees 36 minutes 48 seconds and a chord that bears North 69 degrees 05 minutes 22 seconds East, a distance of 177.61 feet; thence North 48 degrees 16 minutes 58 seconds East a distance of 225.39 feet; thence along a curve, concave to the southeast, whose elements are: arc length of 61.18 feet, radius of 350.00 feet, central angle of 10 degrees 00 minutes 57 seconds and a chord that bears North 53 degrees 17 minutes 27 seconds East a distance of 61.11 feet to the intersection with the south line of the north 660 feet of said west half of the Northwest Quarter; thence along said south line, North 89 degrees 19 minutes 33 seconds West a distance of 397.14 feet to the easterly right of way line of Highway No. 101, being also the most northeasterly corner of a certain tract of land deeded to Bell Telephone and described in Document No. p 90735, on file and of record in the office of the County Recorder, Carver County, Minnesota; thence southeasterly, southwesterly and northwesterly along the lines of said certain tract of land deeded to Bell Telephone in Document No. 90735 the following 9 three (3) courses: thence South 26 degrees 47 minutes 09 seconds East a distance of 241.31 feet; thence along a curve, concave to the northwest, whose elements are: arc length of 85.00 feet; radius of 506.30 feet; central angle of 09 degrees 37 minutes 07 seconds and a chord that bears South 66 degrees 55 minutes 58 seconds West a distance of 84.90 feet; thence North 19 degrees 16 minutes 30 seconds West a distance of 192.70 feet to the Point of Beginning. Containing 54,012 sq.ft. or 1.2400 acres of land 2642_10 Curve number I Radius= 4669.60' Delta= 05°08'36' Arc= 419.19' Tangent= 209.74' Chord= 419.05' Chord Brg.= N.61 °09'27"E. Curve number 2 Radius= 250,00' Delta= 17°17'09' Arc= 75.42' Tangent= 30,00' Chord= 75,14' Chord Brg.= 5.56°55'33'W. Curve number 3 Radius= 350,00' Delta= 41°36'49' Arc= 254.20' Tangent= 133.00' Chord= 248.65' Chord Brg.= S,69°05'22'W. Curve number 4 Radius= 566.30' Delta= 03°22'20" Arc= 33.33' Tangent= 16.67' Chord= 33.33' Chord Brg.= N.82°00'37E. Curve number 5 Radius= 250.00' Del ta= 41 °36'48' Arc= 181.57' Tangent= 9500' Chord= 177,61' Chord Brg.= N.69°05'22'E Curve number 6 Radius= 350.00' Delta= 10°00'57' Arc= 61.18' That part of the Southeast Quarter of the Northeast Quarter and the Northeast Quarter of the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver County, described as follows; Beginning at the southeasterly corner of Trunk Highway No. 101 as dedicated on the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the office of the County Recorder, Carver County, Minnesota, being also on the westerly line of said Section 24, being also on the centerline of said Trunk Highway No. 101; thence South 00 degrees 01 minutes 22 seconds East, along said centerline, a distance of 212.17 feet to the southeasterly corner of a certain tract of land deeded to Mentor Development Corporation in Document No. 104301; thence along the southeasterly line of said Document No. 104301, South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the east line of said Chanhassen Hills 3rd Addition; thence along said east line, North 00 degrees 11 minutes 39 seconds West, a distance of 234.30 feet to the southwesterly corner of said dedicated part of Trunk Highway No. 101; thence along the southerly line of said dedicated part, North 89 degrees 41 minutes 51 seconds East, a distance of 31.87 feet to the Point of Beginning. Containing 7,039 sq.ft. or 0.1616 acres of land N • SCALE: 1 INCH = 200 FEET 200 400 600 Scale in feet O IRON SET IRON FOUND FOUND CARVER COUNTY MONUMENT c� C.� Tangent= 46,37' a Chord= 61.11' \ , Chord Brg.= N53'17'27E. c. Curve number 7 ` v -------------- s (\---------- 660-------------- Radius= 59 3'01' �t Delta- IS°33'01" o / V Y---- 1 Arc= 1622.88' / 1/ P9jp�RANO ��P�O�\t' Sop �l /o 8100- I \ ;(0 �V I '� I Cangent= 816. 6 I r n I [ /I / �t la Chord Brg.= N50°54'37E. Ir\ 9j�asF4 / ,F� ���°p�} n r- T' I �'- I \ PARCEL 3 g' \ Fir / / — \ c_ a v \ I P`' �t /. / A - 1 f l L_ ° I 1 •W 1\ I Curve number 8 �4� o��E� �o' moo, r- / / t °/ I �\ 6 WP�q I I \ J N-------------- Nfi50p0��E� G FOR a 3 I I�Q Radius= 506.30' �\ l;,'"` y 1 _-� O�OpJ� /�� /°9�j?`0`L5 lIQ P� caoIp5EHP5R oa IN I 130� \ MENt $ r--- N901'0000 E' --- I Delta= 09°37'07' qS�<<q \ 1 / \ _ 1 j - - I 0 o Fj1 Q` FURPP400T8 1 I 1x m ,, o EPSE I q1 mF4S ----J �, 3 / t' I Na I A I �' y \\ PLIn 6 1 3 I Arc= 8500' \ 4tia / /r o P ', I Izowc U 94' ° 1 \ I N 1 at N cD RT w I- — — — — -1 �� /°/ �P PIIARCEL� $ x e Z} No 2'0 Chordnt84.9060 �� •v�` EXCESS ACOUIST/ON I I / 6 / a / � T I I ---- I /i /° I Pa1NT OF �.s?� 133 33I.�IK �.0 qqCr\�\A ° I � I N� TRACT A I Chard Brg.= 5.6E°55'S8"W C7 1 I ° UNE 3' BEGINNING\ s o d 0 _g I ai 4 2 43�82 ' roj 60 % 5 / / /tiIN E I — E // -SOUTHERLY LINE OF / I N89� 9'W I PARCELS \ / 32 N893Z016 W 1 y200 o I I251.29 I % N8272'0�" N844108'W Np061 y o b� 280. �/ CHANHASSEN HILLS 3RD ADD. �r 4�L E4o \ o � ° - --F---1--J---L--_ �_�° / 6-6 — _ _ __ 34000------------ —I---- ---------------- - ---------------_------ _ e o ,/ __ 06.12 I S D " 6eo1< -------------TAI—B"--- — — - -y=r--------------t------------ "' n 10000 Ti% -ry - - -R - '-t- - - -� - -� - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - 58970 34'E 1818.10 EXCEPTIONf0000 - - - - - — - - - - - - -\ 'UNE -4-1 �SWCORNEROF7HENE1 4-------------- y----------- ----- S891746'E / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1413.71 - SEC. 23, T 116, R. 23 / \ E.1/4 CORNER OF -7 \ \ 1 1 \ \ W.1/4 CORNER OF \ ( SIV CORNER OF LOT 1,BLOCK 4, - SEC. 23, T.116, R. 23 1 \ E.-W. 1/4 LINE OF \ E. 1/4 LINE OF SEC. 24, T.116, R. 2� - - SEC 24, T.116, R. 23 \ CHANHASSEN HILLS 3RD ADD. SEC. 23, T 116, R. 23 \\ \ �_ 24' ROAD AND UTILITY EASEMENT \\ — 50, UTILITY PER DOC, NO'S. 96-1 AND 94-6 EASEMENT NO. 96-1 I tit c / s / - -NORTH LINE OF THE NW 1/4 OF SEC. 24, T.116, R. 23 NORTH LINE OF THE NE 1/4 OF SEC. 23, T.116, R. 23� FOUND STONE MONUMENTS 89019'33 E -- -- -- -- --—/ -- -- -- �`— -- -- �— i NE CORNER OF SEC. 23 -/ 1 T.116, R. 23 I 1 ` NW CORN sR O F23 C. 24 ° i' I 1 o lii I EAsrmLr RIGHT of WAY 0i j''/l:� i , /�A 1 4 N I I -UNE OF HIGHWAY NO. 101 / TI I r-I NI IAVI I [:7I // t I f l L- 1 A I�VL_ IIA/ /,r- ' CO`I v V V O I �I ROADWAY AND UTILITY EASEMENT 1 EXCEP77ON lI Ii PER DOC NO.206358 I / CO. DAWTDiEEDQ 907�L �}'�'£ /' _SOUTH LINE OF LAKE SUSAN DRIVE POINT OF _ U77BEGINNING - - W CS U / NOU94 ETY ASEMENT o % I PER MNDOT ROW PLAT NO. 10-17 PARCEL 5 \ /II % % I I / POINT OF BEGINNING _ \ / o ( ! 1 58979'33 E / I CENTERLINE 96-1 \ 397.1E ��---��---_----� N8979:u'W -- / 851.26 ` ,I POINT BEING 7676.92 FEET NORTH OF THE \ j I I �N PARCEL •�. 5C SW CORNER OF THEW 1/2 OF NW 1/4. - I I N e / < U771/N EASEMENT I •N j N t ^6 }9° SOUTH LINE OF THE NQR7H 660.00 FEET / t 2 OF NO. 94-6 \ \ I \ `'� ;� o , I Izo o `� (° AND THF THE W E NORTH UNE OTHE NW F TRACT Bc z4 -r I I rItI \ N8953'46 E p �' to o n r- 't I V L' PART OF HWY DEDICATED TO THE \ \ d8,89 \ • ° / /� \ / A U I I r l 7 / r J PUBLIC ON 7HE PLAT OF CHANHASSEN - \ y,}�9p.� vim\ Q 1 / / DRAINAGE AND UTILITY EASEMENT I HILLS 3RD ADDITION. ` / •J' f I n I I A I / `t / PER DOC N0. 9128E - \ ) \ \ \ C / / ��f! 1 V V y / / / W ENS (TO BE VACATED) ( \ , `' o •6 ° :`I �'-- 1 of __7 - - - - — - - c� - - � r _ / . � ,,� �Z I I �I L EASEMENT NO. 96UC 4- Erysn i �— :,,ICE SUSAN ^RJ:{ \ µOVI ^ 1J o s\ps 9\ L----T——T��_\ - C �� �G VIP \ 2 '� 0Np �\ o \' I g46Ntli� I o I ao I c€P�oc / /SEE DETAIL "A" I I I %Wl`I1 11 ti� P 6 / _ _. to b�. EN I o \ I ' oRp�N P / / / / POINT OFBEGINNING -N). too C4 r� I'q/j�1'�p. EPS�� ° i NOR LINE OF 7HE SOUTH 1 2 OF THE NE 114 ' PARCEL 61 A 1 c�;¢ rN' �R°POtEO�\ I o o OF SEC. 23, T.116 R. 23 / I 1 I \ "t0 I N � i _ -EI'\S f a- S�c III Q f . I J POINT OF 3 \I i`" i 9 44t'gt'w 6110 eF Q � I V s� u. = _ I � - � n BEGINNING - - o �I B9 Z�' o / ~�i �� PARCEL 1, \._`y 1536,589� 41 E-°6.1 / (1b, ,/EASTERLY LINE OFi"��O pry ��//CHANHASSEN HILLS�3 DiD/D\\ s TN NJ^/° �� / i //Sp//'I \\ \ \ // ///\l//`\ \$ \ d41 1 Spy / \ 9F.}_ \ 1 1 / N'LY ROW LINE OF HWY \ S -312 PER UNDOT ROW $ c \ v / / •k e� % i PLAT NO. 10-17 '1� - 10 C J I S� \ / •(p I 1 A?YBOg.�c` N'LY LINE OF DOC. NO. \ I 8300 306531 yy 22 s \ �5► }6� 1 / 660------------ w D 1 No. �, Ci rg 1 >�PSEMEN / ° �'' j 0. I A / A p \ 12\ \ f Po ��PS I I I �4v 553 0 0 / F \ n ILA/ s! yR0 �r� P� CEOs, I e° R6 °/ \ r_ Tn I �- I V Y V y / 1 \ - /\ Lti)C ;3 \ �\v�,5 �\<JppPO JPpP y3I I h`°yti ,Zy 6 °/ J / A u - I f l L- // %6 "� \ O:4 \ \ : SSE E�`oosSp OE .>s���� y'�9^� 1 y9g j°%-. �/ I / e t ,( it \\ P 66 F l �\ I /�/ 15 i I A/C� That part of the Southeast Quarter of the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver County, described as follows; Commencing at the Northeast Corner of said Section 23; thence along the east line of said Section 23, South 00 degrees 01 minutes 22 seconds East, a distance of 1476.92 feet to the southeasterly corner of a certain tract of land deeded to Meritor Development CliANHA' Corporation in Document No. 104301, being also the point of beginning of the tract of CITY pgfcs w land herein described; thence along the southeasterly line of said Document No. 104301, South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the EC 2 2 2005 east line of said Chanhassen Hills 3rd Addition, being also the westerly right of way line Z 0 of Trunk Highway No. 101; thence along said westerly right of way line, South 00 ENG INEEI1tt4G DEPT. degrees 11 minutes 39 seconds East, a distance of 24.75 feet to a southeasterly corner 11 of said Chanhassen Hills 3rd Addition, being also the northwesterly line of a certain parcel of land described as Tract "A" in Document No. 306531, on file and of record in U the office of the County Recorder, Carver County, Minnesota; thence along said N LWLI northwesterly line, North 47 degrees 18 minutes 09 seconds East a distance of 42.30 feet to said east line of Section 23; thence along said Section line, North 00 degrees 01 minutes 22 seconds East a distance of 18.36 feet to the Point of Beginning. Containing 672 sq.ft. or 0.0154 acres of land. 0 O 0 9¢ / PN N \ OP° ENS M R E 5 I 5 P n E - 1 - 100, / N89 .89 E / 46.89 1 I o i \ DETAIL'A" / o I \ � D � 6 5 /_T_ I 33 --�� Q,uC3\ I \�1NC�jPI 312 V 10 / I J 33101 5�o��� POINT OF "� I I W I � �_ 0. EP BEGINNING N I\ of I �v I nR� PARCEL 6_ I d ' \ o R0 CN Cq �\�0� 0 \Sol gtit �° I 001s ° \ 1 °/ S89 33'41 "E ° 63.00 1 / PARCEL 6 — R - - - - •N' \ I\ G 0 N / / N� t1 N �� /0/ I / 5 O) n�j N i bN� ho Ir �° POINT OF `�' of l (Z)I j ° BEGINNING o N tv "ol `� PARCEL 1 \ / PARCEL 1, ( II N'LY ROW LINE HWY. 312 PER \ \ 6�9 E5 _ MNDOT ROW PLAT NO. 10-17 / 011�18 36 122 W \ 5 41 l \ sr23 09 POINT OF 1�5 I O F BEGINNING / PARCEL 7 / N tJ P.O.B TRACT B /N DOC. NO. 306531 ALSO NIL Y ROW LINE HWY. J12 PER MNDOT ROW PLAT NO. 10-17 1 " = 50' West Line of Book 114, Page 398 — DETAIL "B" W C) \ \ \ \ OLd N89.10'34 "W N 98 30'16 "W ��JNortheoster/y Line of� Book 114, Page 398 iINOTES TO a1SURVEY . Orientation of this bearing system Is based on MNDot Commissoner's Order Ma p # 1017. 2. This survey has been prepared based on Commitment for Title Insurance issued by First American Title Insurance Company, bearing Commitment number No.: NCS-79779-MPLS, dated effective March 9, 2005 at 7:30 A.M. Only easements listed in Schedule B, Section 2 of this title commitment policy have been shown on this survey. 3. Existing Zoning of this property is as follows per the city of Chanhassen zoning department: Parcels 1,5,6,7: PUD-R Parcels 3,4: MIXED USE 4. Per the National Flood Insurance Program, Flood Insurance Rate Map, Community Panel Number 270173 000 3 C, Map Revised: September 30, 1992. This property is "Zone X", areas determined to be outside the 500-year floodplain. 5. Per the client, no utilities have been physically located or shown on this survey. 6. There is no observable evidence of earth moving work or building construction, of this site used as a solid waste dump, sump or sanitary land fill as of the date of this survey. 7. There is no observable evidence of street repairs or sidewalk construction as of the date of this survey. o Denotes right of access being the right of ingress to and agrees from Trunk Highway No. 312 to adjacent lands. Per Doc. No. 306531 (Exception No. 12) and labeled on this survey as "Lines 2, 3, 4, 5 & 6". 0 Denotes access control per Minnesota Department of Transportation Right of Way Plat No. 10-17. 8. Existing right-of-way is as shown per copies of Document numbers 96-1 and 964 provided by the city. CERTIFICATION' I hereby certify to Sand Properties, Inc., Community Bank Corporation and First American Title Insurance Company, that: This map or plat and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," as jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes items 1, 2, 3, 4, 6, 14, 15 and 16 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS and ACSM and in effect on the date of this certification, undersigned further certifies that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the " Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys" and that in locating or identifying recorded easements or other recorded documents, I have relied upon the Commitment for Title Insurance issued by First American Title Insurance Company, having an effective date of March 9, 2005 at 7:30 A.M., and bearing Commitment number NCS-79779-MPLS. By: i 05/02/05 Bryarf T. Balcome, Land Surveyor, License No. 42594 By: 12/20/05 Thomas G. Arneson II, Land Surveyor, License n > W m W W ,. W Z Y W W Z c9 Q 2 W J 0 0 0 0 H LL N Z 2 o a o E 2 NaCO j o rn. o C t 0 E o W� ciE myC�D N i C HV � �� „o C 2, 0-2 a 2 0 a O OMj � � I • N • v M co .N r7l M M LO LO CO g pf b e; N S h � U • � M O W W X w O Co 0 U O O 0 0 00 t, m oti .� � W � W � �- 00 rr W OD U 44 W 0 I` U a I.OoO�U Z �> U) Z O Q Q Z ¢ ~ Uw00LL ZLL U) W ~ > W J r U a 2 ICY U Q _Za J J Q SHEET NO. 1 OF ;000" 2 Ci C i FOUND STONE " - / MONUMENT II - - NORTH LINE OF THE NW 1/4 OF SEC. 24, T.116, R. 23 1 NORTH UNE OF THE NE 1/4 OF SEC. 23, T.116, R. 23 NE CORNER OF SEC. 23 — — I I I \ I \ o I I / T.116, R. 23 NW CORNER OF SEC. 24 T.116, R. 23 j Of I °� I / / 1 EAS7ERLY RIGHT OF wAY F -UNE OF HIGHWAY NO. 101 / r 1,4 /I ^ I y I 13 T_ T I 1 f7L_ / A NjI vv I Iv0 I I EXCEPTION A I _ PART DEEDED R7 Bpy 7ELEPHON£ CO. DOG NO. 90735 ° I/ ! _ ROADWAY AND Ui1LlTY EASEMENT "j L_ SOU771 UNE OF THE NORTH 660.00 FEET TI Ir^ IVL / / PER DOC. N0. 206358 A / A v I r POINT OF I 1 / OF THE W. 1/2 OF THE NW 1/4 OF SEC. 24 - -, I i I BEGINNING / / N 1 C 1 / `r PARCEL 5 - - p I I I AND THE NORTH UNE OF TRACT B / O / I \ UTILITY EASEMENT / POINT OF BEGINNING_ N897933'W I� - = J 58979"33 E / CENTERLINE 96-1 \ \ 851.26 397.14 6 0 � - ---- POINT BEING 1676.92 FEET NORTH OF THE - - 1 \ / I I PARCEL 5 SW CORNER OF THE W 1/2 OF NW 1/4. O n \ VV \ \ \ I OIL �$ UNE 5'- U77LlTY EASEMENT PART OF HWY. DEDICATED TO THE (1 NO. 94-6 \ 1 P b I c / / i \ \ PUBLIC ON THE PLAT OF CHANHASSEN — \ \ QQ Q A I HILLS 3RD ADDITION. \ N69W46'E \?(i 4ND UTILITY EASEMENT PER DOC. NO. 91254— (TO BE VACATED) / \ \ \ 46.89 \ 1 D$ ° 40' ROAD AND UTILITY 1 +5 O EASEMENT NO. 96-1 1 EPO�b S �/ / / e" LAKE SUS4N DRh£ \ \ \ \ \ C4- \ D10 / - — - - - - - - - - - - - - - - - - - _ _ °��o� T T\�\J I, D C D \ I S�NGRo�UN I\\ I i [\'I� `----- w I \ 33 I \\iD \ —a;Ra:-;------ I I // /// I I I N I \�\ I �0,6 � N ° / I� I rE POINT OF 2 0� EcPE I �i / I I BEGINNING •� I I V P PR NO'y EPS ° I I PARCEL 6 \ N I W ��. st, \ \ \\ — — — — — — — — NORTH UNE OF THE SOUTH 1/2 OF THE NE 1/4 I I r — — �� — — p N °� I N 1 15- p%l ROGP Eol OF SEC. 23 T. 116, R. 23 I I I \ $ I 1 P - �66 f 0E VsQIt o 11 \/ / I I I \�f 'w z ° \/�Js 47 0� /\ N3� O \ / / 4 \, I S69w 411E O \ �/ / /// \ / / 1 /°/ t I 6100 0/ / An Jev \\ // / �`\\ \ l CIO Ili — — EASTERLY LINE OF /_�/ \� IIW o/--.-�--+ \ \ CHANHASSEN HILLS 3RD ADD.I( 5 a',, pO J� I h �na \ �N I o \,o� \ \ / / / \ r a Iw o N'LY ROW LINE OF MNDOT \ \ \ / / / / \ \ $ N o i I / \ ROW PLAT NO. 10-17 POINT OF \ / // / IN,\\ I // I C IN,\ I I N00VI22'W BEGINNING ^ o -I - 'r18.32 PARCEL 1 6 POINT OF `w IN, I BEGINNING \� \\ \\ / / /�/ \\ \\PARCEL \ 7�,,, 3. i�l I Za i PARCEL 7 \\ / / \ IN,e % VIO It5 j IN, / I I \ \\ ;D IN, NN IN, / P P iE I J - _ 50' UTILITY o 3 F / < \ ,� �R°°`l1 GP I EASEMENT NO. 96-1 O C.P��P5��' 6��0l�`o 6300 \ o </ \\6o 22�/ I I I A IINIT," \ \ 69s'60 r\ v n_ Tr l V I v v IN, IN,/� r�'rs� I I I �'J I o / / A u o \//q / I o/oo/ \ �� �\ \\ //y � \I \ / II 0///\ m SCALE: 1 INCH = 100 FEET 0 100 200 300 iiiii Scale in feet 0 IRON SET IRON FOUND FOUND CARVER COUNTY MONUMENT Z O F- a U U ILI w Q W w m m ❑ W W W J J Z Y LL LL Z H U W w ❑ ❑ U ❑ H li O U U h d O M O v � U] y O • O N ,L' w G a ?� dCID 0 �x--, d� tz N C34 c 0 t3 .S 01� 0 ti G�0 I / / V O I Y as cRP 5S I / �° P�a�(1 \\\ \\\\°/ I 33 1 I ^ `Ql�oo�• ° I Z P /X >/ / ° 1 I w w Of \0 LL \\ PARCEL 3 ° R Q I I = 0 F_ /ter °/ I I I\\ \ °� w I I Z Z Q w IN I Y 1 � 1 I \ \ Q 6 6- 1 1 o I W \ ,'� I'ri V o Z 0 / �y1'� tTG��. R VIP, NRO 514.57 P4o018 ' I N `� 1 I � 3 O \ \ O �'F N90 00'00 E Z O Z LLL at ((1UISIPON PER DOC \ \ I 1.1_I IL Z f oFPO O II EMEN7 %v� Uu J J 3 °\ p5< Q tYE6 ° p0o- r TNDIg4 � 7 q�UJ ° PRCEL 4 / EXCESS ACQUISTION u) ° TRACT ACYa / --------� ° --UNE 3' �!-b7. POINT r?6•\ 3I/ I— \ \ O 0 BEGINNrNG UNE 2 ' I _ PARCELS TRACT A oN8970'34"W '34_WN8272'09'E / SOUTHERLY UNE OF Nts'W ° 280.45 S44' CHANHASSEN HILLS JRD . 7. �64471.64 o ­32_0-0-0 & O oJ ZJ o 0 0 0 0 0 - N84 4108'W •N1 O- �-- / o o / o o 606.12 I 91 p0 --------------------------- ----------- //rC-----------1�-�-- - -- I 1 \ \ ----i_ 33. l I - 7I 161s. to V \ XCEPON 100.0S8970'34E � �- - �- J - - — SHEET NO. ------------------ - - - - -- +---------------------------------------------------- -\7---------------I---------------------------------r----- I -- S894746"£ 1413.71 / E.1/4 CORNER OF - - / \ \ \ ` - UTILITY EASEMENT I \ \ 2 OF I \ NO. 96-1 \ SEC. 23, T.116, R. 23 I - E.-W. 1/4 LINE OF \ �` 24' ROAD AND UTILITI EASEMENT SEC 23,116, R/ W 1/4 CORNER OF — PER DOC. NO'5. 94-6 AND 96-1 \ SW CORNER OF LOT 1,BLOCK 4, \ — — — — 1 T414 LINE �23 SEC. 24, T.116, R. 23 ` — � � SEC. 24, T.116, R. 23 - - CHANHASSEN HILLS 3RD ADD.2 © 2003 Westwood Professional Services, Inc. VICV*M MAP (no scale) Northwest corner of - - - - Sec. 24, Twsp. 116, R. 23 Stone Monument i t� r � , L J easterly tine of CHANHASSEN H1 L 3RD ADD177 b ``J L1 A �r r- \ e c i O • 40 80 120 I hereby •atlfy that this plan was prepared by me or mid er my direct anperviatan and that I are a ddy license! LAND SURVEYOR order the dews of the State of Warren L Delks Date _/2 - Z/- 05 T4,_,.. u" 41890 Surveyors Note: Site contour data and existing utility data provided by client from an outside source. Elevations are based on N.A.V.D. 1929 Benchmark: Top nut of hydrant north side of Lyman Boulevard, 420ffeet east of intersection with State Highway No. 101. E1v.= 926.30 Bearings shown are based on the Carver County Coordinate System, MAD 83, 1996 adjustment • Denotes Found Iron Monument Denotes MnDot Monument . Westwood Professional Services, Inc Rcri done 3701 12th St N., Suite 206 St Cloud MN S6303 PHONE 3204253.9495 FAX 320.253-8737 V�,.,y,�..�� TOLL FREE 1.800-270A495 r.rtcaam ood www.vvestwoodps.com •00 ; ;; .. C. is ,- �♦♦ r '. y ♦ A CHANHASSEN GATEWAY PLACE, LLC ATTN: JAMiE THELEN PO BOX 10 ALBANY, MINNESOTA 56307 PHONE- 320-202-3100 GATEWAY DEVELOPMENT, LLC ATTN.- L YNNE WYFFELS 6385 SHADY OAK ROAD, SUITE 230 EDEN PRAIRIE, MN 55344 PHONE' 952- 941- 7493 WESTWOOD PROFESSIONAL SERVICES 3701 12TH STREET NORTH SUITE 206 ST CLOUD, MINNESOTA 56303 PHONE: 320-253-9495 SITE DATA: TOTAL SITE AREA 5.261- ACRES ROW AREA 0.11.t ACRES LOT AREA 5.60t ACRES OUTLOT AREA 0.55f ACRES ZONING CURRENT ZONING: POOR -PLANNED UNiT DEVELOPMENT/RESIDENTIAL DISTRICT Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 n�orth_660.-0'0 feet \ " C R' `" r�w♦`O�'�'PASSEN v.�CHAT_ t� rev v.\ra ,tx ue awaas yr i�u. mi.. ur.0 a v' qn •v rwu g S ♦m u< nm� eo C R wa a rr s, F s a "d o /Ice tl Lake S r q rz 9 as v • w vuar, \1S d auffi . rr a xy .uw .v. m. Qma n. d. 2 U E "„ ,•,� t.�* site ter" \rwi aw Lrw ua aarmn n. un maw ♦mis m 4 • � uL sore a. m. «mm+imu v.r v. Lak d' a� R, Riley 00��- i o�CO / / �CV `. N, i Y 07 per / / DESCRIPT70N (Pnonded by client) (revised 8124105) li That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Comer of said Section 24, thence along the west Aneof said Section, 24, South 00 degrees 01 minutes 22 seconds East, a distance of 1495.27 feet to a point that is described as the Point of Beginning" of Tract B in Document No. 306531, on file and of record in the office of the County Recorder and said point also being on the northerly Right of Way line of Highway 312 as shown on Minnesota Department of Transportation Right of Way Plot No. 10-17, Carver County, Minnesota,' thence along said northerly Right of Way line, North 00 degrees 01 minutes 22 seconds West a distance of 174.31 feet of the Point of Beginning of the Tract of land herein described,' thence along said northerly Right of Way line, the following two (2) courses. thence North 89 degrees 33 minutes 41 seconds East, a distance of 63.00 feet; thence South 00 degrees 01 minutes 22 seconds East, a distance of 134.66 feet to a comer of said northerly Right of Way line common with the northerly line of a certain tract of land described in said Doc. No. 306531; thence northeasterly along said northerly Right of Way line common with sold Document No. 306531 the following three (3) courses: thence along a curve, concave to the southeast, whose elements are. are length of 419.19 feet, radius of 4669.60 feet, central angle of 05 degrees 08 minutes 36 seconds and a chord that bears North 61 degrees 09 minutes 27 seconds East, a distance of 419.05 feet; thence North 19 degrees 12 minutes 32 seconds East, a distance of 49.59 feet; thence North 71 degrees 27 minutes 35 seconds East, a distance of 67.79 feet to the intersection with the westerly right of way line of Trunk Highway No. 101 as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17; thence northerly along said westerly line, the following two (2) courses, thence North 01 degrees 48 minutes 38 seconds East, a distance of 414.90 feet; thence North 20 degrees 41 mintues 17 seconds West, a distance of 38.07 feet to the intersection with the southerly right of way line of Lake Susan Drive as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17,• thence southwesterly along said southerly line of Lake Susan Drive the following four (4) courses: thence along a curve, concave to the south, whose elements are: arc length 75.42 feet, radius of 250.00 feet, central angle of 17 degrees 17 minutes 09 seconds and a chord that bears South 56 degrees 55 minutes 33 seconds West, a distance of 75.14 feet; thence South 48 degrees 16 mintues 58 seconds West, a distance of 225.39 feet; thence along a curve, concave to the north, whose elements are: arc length of 254.20 feet, radius of 350.00 feet, central angle of 41 degrees 36 minutes 49 seconds and a chord that bears South 69 degrees 05 minutes 22 seconds West, a distance of 248.65 feet; thence South 89 degrees 53 minutes 47 seconds West, a distance of 47.02 feet to said west line of Section 24, being also the centeNine of the existing right of way for Trunk Highway No. 101 and also and easterly line of the plast of Chanhassen Hills 3rd Addition, a plat on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said west line of Section 24, South 00 degrees 07 minutes 22 seconds East, a distance of 305.89 feet to the Point of Beginning. Containing 211,522 sq.ft. or 4.8566 acres of land. PARCEL 5 (revised 4111105) That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24,• thence along the west line of said Section 24, South 00 degrees 07 minutes 22 seconds West, a distance of 727.22 feet to the Point of Beginning of the land herein described; thence continuing along said west line, South 00 degrees 01 minutes 22 seconds East a distance of 187.88 feet to northerly line of Minnesota Department of Transportation Right of Way Plat No. 10-17, a plat that is on rile and of record in the office of the County Recorder, Carver County, Minnesota, thence along said northerly line of Minnesota Department of Transportation Right if Way Plat No. 10-17, the following four (4) courses: thence North 89 degrees 53 minutes 46 seconds East a distance of 46.89 feet, thence along a curve concave to the northwest, whose elements are: arc length of 181.57 feet, radius if 250.00 feet, central angle of 41 degrees 36 minutes 48 seconds and a chord that bears North 69 degrees 05 minutes 22 seconds East, a distance of 177.61 feet; thence North 48 degrees 16 minutes 58 seconds East a distance of 225.39 feet; thence along a curve, concave to the southeast, whose elements are: arc length of 61.18 feet, central angle of 10 degrees 00 minutes 57 seonnds and a chord that bears North 53 degrees 17 minutes 27 seconds East, a distance of 61.11 feet to the intersection with the south line of the north 660 feet of said west half of the Northwest Quarter, thence along said south line, North 89 degrees 19 minutes 33 seconds West a distance of 397.14 feet to the easterly right of way line of Highway No. 101, begin also the most northeasterly comer of a certain tract of land deeded to Bell Telephone and described in Document No. 90735, on file and of record in the office fo the County Recorder, Carver County, Minnesota; thence southeasterly, southwesterly and northwesterly along the lines of said certain tract of land deeded to Bell Telephone in Document No. 90735, the following three (3) courses: thence South 26 degrees 47 minutes 09 seconds East a distance of 241.31 feet; thence along a curve, concave to the northwest, whose elements are: arc length of 85.00 feet; radius of 506.30 feet central angle of 09 degrees 37 minutes 07 seconds and a chord that bears South 66 degrees 55 minutes 58 seconds West a distance of 84.90 feet, thence North 19 degrees 16 minutes 30 seconds West a distance of 192.70 feet to the Point of Beginning. Containing 54,012 sq. ft. or 1.2400 acres of land. PARCEL 6 (per Title Commitment No. NCS-184825-MPLS having on effective date of July 14, 2005 at 7:30 a.m.) That part of the Southeast Quarter of the Northeast Quarter and the Northeast Quarter of the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver County, described as follows: Beginning at the southeasterly corner of Trunk Highway No. 101 as dedicated on the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the Office of the County Recorder, Carver County, Minnesota, being also on the westerly line of said Section 24, being also on the centerline of said Trunk Highway No. 101; thence South 00 degrees 07 minutes 22 seconds East, along said centerline, a distance of 212.17 feet to the southeasterly comer of a certain tract of land deeded to Meritor Development Corporation in Document No. 104301; thence along the southeasterly line of said Document No. 104301, South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the east line of said Chanhassen Hills 3rd Addition; thence along said east line, North 00 degrees 11 minutes 39 seconds West, a distance of 234.30 feet to the southwesterly comer of said dedicated part of Trunk Highway No. 107; thence along the southwesterly line of said dedicated part, North 89 degrees 41 minutes 51 seconds East, a distance of 31.87 feet to the Point of Beginning. Containing 7,039 sq. ft. or 0.1616 acres of land. GATEWAY Date: 12/19/05 20055198PPF01.DWG Prepared for. `�°'" Cianhassen Gateway Place LLC checked: / NORTH Prehnun ry OF CHANHASSEN a Preliminary RECEIVED "' Dnvm- DD Attn: Jamie Thelen Plat J 0c C 2 1 2005 8n�oad R!,� b7/dace PO Box 727 Albany, Minnesota 56307 Chanhassen/ Minnesota CHANHASSEN PLANNING DEPT HYDROLOGY CALCULATIONS Gateway North Chanhassen, MN Prepared for: Chanhassen Gateway Place, LLC P.O. Box 727 December 19, 2005 Project # 20055198.00 Albany, Minnesota 56307 Westwood Professional Services, Inc. 3701 12Lh Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495,Fax 320-253-8737 CITY OF CHANHASSEN RECEIVED DEC 2 1 2005 CHANHASSEN PLANNING DEPT SUMMARY Table of Contents 1. Hydrology Report and Summary Introduction 3 Methods 3 Site Conditions 3 Rate Control 4 Water Quality 4 Summary 4 2. Appendix A - Existing 2-YR Hydrology Calculations 3. Appendix B - Proposed 2-YR Hydrology Calculations 4. Appendix C - Existing 10-YR Hydrology Calculations 5. Appendix D - Proposed 10-YR Hydrology Calculations 6. Appendix E - Existing 100-YR Hydrology Calculations 7. Appendix F- Proposed 100-YR Hydrology Calculations 8. Appendix G- Water Quality Calculations 9. Appendix H - Existing Drainage Area Maps 10. Appendix I - Proposed Drainage Area Maps * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Introduction: Gateway North is a proposed multi-family/apartment development located in Chanhassen at the southeast quadrant of the intersection of State Hwy. No.101 and Lake Susan Drive. Storm water management for the site must comply with the City of Chanhassen storm water requirements as well as the requirements of the National Pollutant Discharge Elimination System (NPDES) program. Based on city requirements the proposed runoff from the site is limited to that of existing conditions. Water Quality is based on the NPDES/MPCA requirements for the Application for General Storm water Permit for Construction Activity. To accomplish this storm water management, a storm water system using a Pond to treat and store the storm water before discharge is proposed. This report documents the criteria and assumptions associated with the water quality and rate control calculations for the site. All applicable drainage maps and calculations have been included in the appendices for your convenience. Methods: The SCS synthetic unit hydrograph method incorporated into the software program Hydrocad Version 7.00, was used for calculating the runoff generated from the existing and proposed site for the 2 year, 10 year, and 100 year 24 hour storm events and the 100 year 10 day storm event. Based on the U.S. Weather Bureau Technical Paper 40, the 24 hour rain events are equivalent to 2.80 inches, 4.20 inches, and 6.00 inches. Water Quality is based on MPCA requirments. Site Conditions: Soils in the vicinity were classified in the Hydrological group B. Curve Number's (CN's) used in the analysis of the site were as follows: 98 -Impervious (paved, parking and roofs), 61 - (>75% Grass Cover, Good, HSG B). Rate Control: The following table (Table 1) is a summary of the existing and proposed condition's peak flow rates for the site for the 2-year, 10-year, and 100-year 24-hour storm events. The existing and proposed Hydrocad Calculations and the corresponding drainage maps are included in Appendices for your convenience. Table 1: Rate Control Existing Existing Existing Proposed Proposed Proposed 2-yr 10-yr 100-yr 2-yr 10-yr 100-yr 24 hr 24 hr 24 hr 24 hr 24 hr 24 hr Flow Flow Flow Flow Flow Flow (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 4.80 12.99 25.55 4.47 10.36 16.71 * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Water Quality Calculations: Appendix I is a summary of the MPCA requirements and the pertaining calculations. Summary: Rate control and Water quality can be provided for the site. It meets all the requirements of the City of Chanhassen and the NPDES for storm water management. * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Appendix A *WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Appendix B *WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Appendix C * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Appendix D * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Appendix E *WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Appendix F * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY ppendix * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Appendix H *WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 e 2005 Inc. WI N Hatre before CIB9�4 GOPHER STATE ONE CALL TNn aty Ar 651-I51-0002 Yn. Toll Free 1-600-252-1166 LEGEND 1A= POND 0= DRAINAGE AREA 050' 100' 150' mo5519Wo M 12/19/05 amc 1 IN 1 f.O�KW! Eldeting Drainage Gateway North W slat Areas >W� leases Westwoodws�r ldfneaotl Clunhllsm. la��Y Y�JreY�W�� � &anhassen Gateway Place, LLC Alta 1m,ie Thetm P.O. Box TY/ Albany . MLuieoro 56301 OW! 00 REELs T. file rrr SUMMARY ppendix I * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 a 1 05 ' a..ss.o^cl Ser ", Call 1 Hours before digging: GOPHER STATE ONE CALL TMa Cll Area 651-151-0002 Ma. Toll Free 1-600-252-1166 LEGEND 0= POND 0= DRAINAGE AREA 0' S0' IN 150' xooss�enowc u.ee 12/19/05 tQ 1 oe 1 Gateway North I Proposed Drainage Areas December 29, 2005 Minnesota Housing Finance Agency 400 Sibley Street, Suite 300 St. Paul, Minnesota 55101-1998 RE: Gateway Place, 721 Lake Susan Drive, Chanhassen, Minnesota 55317 MHFA ID Number D4057 MHFA TC #06029 Ladies and Gentlemen: The undersigned hereby certifies with respect to the property legally described in Exhibit A attached hereto ("Premises") as follows: The zoning code affecting the Premises is Planned Unit Development, Mixed Use. 2. The Premises and its present and intended use as a apartment development with related facilities complies with the applicable zoning codes, city ordinances and ]wilding, ORV48flmental and energy eedes. ordinance and regulations: 0 YES ❑ NO Comments: 3. There are no variances, conditional use permits or special use permits required for the construction of the improvements on the Premises or its uses. If there are, specify the same and relevant terms or otherwise check here: 0 NONE Comments: 4. The Premises complies with the subdivision ordinances affecting it and can be conveyed without the filing of a plat or replat of the Premises: 0 YES ❑ NO Comments: This application is scheduled to appear before the Planning Commission on February 7, 2006 and City Council on February 27, 2006 for approval. 5. All appropriate and required city permits, licenses and approvals have been provided for the intended use of the Premises: ❑ YES 0 NO Comments: The only Wrmit required to yet be issued is the building permit. 6. What are the parking requirements and does the Premises comply: 0 YES ❑ NO Comments: 2.25 spaces per unit or a total of 108 spaces with 48 of the spaces underground. 7. What are the set -back requirements and does the Premises comply: 0 YES ❑ NO Comments: 8. Is the Premises located in a flood zone: ❑ YES 0 NO Comments: If additional space is required for any of the above, please use an attachment. If there are any additional facts regarding the Premises and its proposed use which would be material consideration, please include that information below: Signature of Authorized person: Typed/printed name of signatory: Shaman Al-Jaff Title of Signatory: Senior Planner Date: December 29, 2005 City or Other Governmental Agency: City of Chanhassen Exhibit A Legal Description Lot 1, Block 2, Gateway North i nuz: sv-w,-r.v a.nv irzm� ,aim sr�inrr�aTMa'� X urz xc mrx arz nvrn a.,w oars __ .1'�� +•+e row^ :,au noes L9 vac o. _. vrver `.: d'e.. .............. ��� ` +..».. ..mod:. ,.... ch.rm� G.r �y Pl ., Lu I GATEWAY NORTH J A 15 e 1 w EZZ'a ff €y2yC fag F 4F i gY I l8F3 i5 5 i s a i� `�k b6C Eg ligk S 4 C e ? u n s� a '�fi�a p#` 8 6?3 : 4i d 7_ bc�# lie hxv [ 5a i �g °i$ i 3 : jig! ea e�` e a ..$ Pp !-ey sg "_ g 's � I$ W., �zfiP lie� J e t�l c ggb'gag� Q$Qp :sF. �y epgc �x Ag °p$q¢qgppg�� sa £la eC1 [b°� �H�� g8 gb k eE"Ran V. 4� an 'g �� F�? hq'giI $€ Ygps� 6.ag Aa J.x zg a, eE $ : c` a as ; e orsHUH A ag, 4R R a am- €s1 Hai 3p3p jY y �yl �2f3i 49g9Y4Y'gege" h 5€LI SE F€ II II a a eE6a8 V Jill 4 ppl e FY Ypi3;§aR s fa Eby ja lybfij gp 161 gin/b/ Y 9" q wN.b3 s 3 2 0 z b a I& wul o-d Ci u W B�} d a3 O ml 25 ' A10 tr Jill. ip � a o z 8% r as 55 de4i9 1®P J it E _ ge Big If to ki 41 ¢ ev �•i� t �P� S7 ¢v iFi9E !i9 1 {rt� J/jam '6 PP Fv j III—JJJ y1 p =N, / gir 9i g fN � iig� 1-p v ppi� 9i+ y}p , Eii� Mi 11 i Li:lGl3 ff3d : jig �ti*P ,,g� s! pf f( oil i( jaq s5 A '• if gfz afjl9gy±� �:'ipsga! g�fg F I$iEi@f ����iE In �f g� �g CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Chanhassen Gateway Place, LLC PO Box 10 Albany, Minnesota 56307 Contact: Jamie Thelen Phone: (320) 202-3100 Fax: (320) 202-3139 Email: JJThelen@SandCompanies.com Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review` ✓ Subdivision' Planning Case No. Owner Name and Address: Gateway Development, LLC 6385 Old Shady Oak Road Suite 230 Eden Prairie, MN 55344 Contact: Lynne Wyffels Phone: (952) 941-7493 Fax: (952) 215-3701 Email: wyffelsl@shelardgroup.com Temporary Sales Permit Vacation of Right-of-Way/Easements Variance Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment Notification Sign" - $75 + $100 Damage Deposit Escrow for Filing Fees/Attorney Cost"' - $50 CUP/SPRNAC/VAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. ' Twenty-six (26) full-size folded copies of the plans must be submitted, including an 81W X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. " Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: Gateway North (Plat Name) Gateway Place (Project Name) LOCATION: NW Quadrant of new Highways 101 & 212 LEGAL DESCRIPTION: See preliminary plat TOTAL ACREAGE: 6.2582 WETLANDS PRESENT: YES ✓ NO PRESENT ZONING: Planned Unit Development -Mixed Use, PUD REQUESTED ZONING: Planned Unit Development -Mixed Use, PUD PRESENT LAND USE DESIGNATION: Vacant REQUESTED LAND USE DESIGNATION: Multifamily REASON FOR REQUEST: Plat & Subdivide Property This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant Signature of Fee Owner January 6, 2006 Date January 6, 2006 Date G1plan\forms\Development Review Application.DOC Rev. 4105 Westwood Professional Services, Inc. TRANSMITTAL Date: December 21, 2005 To: Richard A. Hennings, AIA Sand Companies, Inc. PO Box 727 Waite Park, MN 56387-0727 From: Regarding: Proj. No.: Items: Ryan Gideon !: � Gateway - Chanhassen 20055198.00 CO CITY OF CHANHASSEN RECEIVED DEC 2 1 2005 CIUMMEN PLANNING DEPT No Description 5 Full -Size Preliminary Plat and Civil 1 11x17 Preliminary Plat and Civil 1 Hvdroloav Calculations 3701 12th Street North Suite 206 St. Cloud, MN 56303 Phone: 320-253-9495 Fax: 320-253-8737 Toll free: 1-800.270-9495 E-mail wps@westwuodps.com 5T. CLOUD TWIN C111ES/METRO BRAINERD Purpose: As you requested Remarks: Enclosed are the sets of plans you requested for Chanhassen As noted on the plans we will need to get additional information from MnDOT regarding the proposed design of grades and utilities around the perimeter of the site prior to finalizing our plans They_(MnDOT) has been relatively unresponsive or slow in getting us the critical information. Please contact me if you have any questions Delivery: Pickup Copy to. Designing the Future Today -lime 1972 OM .— ���71 N p 2 W N z Q> U U C-t z O¢ V w LW oI U -AI i o N vWW� 2W t5 Q Ih QC¢ J N h ¢ O =H¢hvf0 �v b �h0 W�Ovtn � 2 6O t?i= OA �W O Oti >.�2KQ ryryp� ¢ Rai pOp eFe �n � W C¢lc�oWR � 3�n'f�hd � it�0 U QO �x E -4 ix �zz c 2005 Westwood Professional SCNcw, Inc. 4 G U NKr! WORK OUTSIDE OF PROPERTY UNES CONSTRUCTION OF LAKE SUSAN OR TRAIL. STATE HWY. 101 AND STATE UNDER MNDOT CONTRACT. NOR! EX. STATE HWY. NO. 101 SOUTH O DRIVE TO BE REMOVED AFTER COMI PROPOSED STATE HWY. NO 101. DEMWTON BY OTNENS =0a OONTFAX NOM • ALL SILT FENCE AND OTHER EROSON CONTROL FEATURES SHALL BE IN —PLACE PRIOR MANY EXCAVATION/CONSMUCTiON AND SHALL BE MAINTAINED UNTIL WABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SET FENCE ON —STYE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO ME GRADING CONRRACT IT IS OF EXTREME IMPORTANCE M BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT M EROSION CONTROL TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE M ME STE MUST BE PROMDED ACCORDING M DETAILS TO REDUCE TRACKING OF DIRT MM PUBLIC STREETS • PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEIPORMY PONDING DURING CONSTRUCTION. • THE SITE MUST BE STABIUZED WITH A 250 SEED MIX AND TYPE I MULCH IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO MAP SEDIMENT. • ALL EXPOSED SORES NOT M BE GRADED FOR: 7 DAYS (> 3:1 SLOPES), OR 14 DAYS 10.1 TO 3:1), OR 21 DAYS 10: OR FLATTER) SHALL BE SEEDED AND MULCHED. • ME SITE SMALL BE STABILIZED WITHIN M HOURS OF FINAL CRAPE COMPLETION. • ALL PERMANENT PONDS USED AS MMPORAY SEDIMENT BASINS DURING CONSTRICTION SHALL BE DREDGED AFTER THE STE HAS BEEN STABIUZED TO RESTORE ME POND M ME PROPOSED BOTTOM ELEVATION. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING ME NATIONAL POLLUTANT DISCHARGE ELMINATON SYSTEM (NPDES) PERMIT REQUIREMENTS • ME SUE MUST BE KEPT IN A WELL —DRAINED CON TON AT ALL TIMES ME CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY QTCHES, PIPING OR OTHER MEANS REWIRED TO INSURE PROPER DRAINAGE DURING CONSMUCTON. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSTVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF DULL AND DEBRIS. STREET SWEEPING SHALL BE CONWRRENT AM EARTHWORK ON SUE. • AREA TO BE GRADED = 7.66 AC. TOTAL SITE AREA = 7.73 AC HARD SURFACE AREA AT FULL BUILD OUT = 3.0 AC. M4BRAL GRAMIG k DRAWAGB NOTM • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/FOP OF CURB GRADES UNLESS OTHERWISE NOTED. • REFER M ME SINE PUN/RECORD PUT FOR MOST CURRENT HORIZONTAL SINE DIMENSIONS AND LAYOUT. • REFER TO SIDEWALK AND PAWNG PUN FOR CURB AND SIDEWALK ELEVATONS. • ME CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATOR OF EXISTING UPUTIES AND TOPOGRAPHICAL FEATURES WITH ME OWNERS AND FIELD —VERIFY PRIOR TO CMSMUCnON. THE CONTRACTOR SHALL IMMEDIATELY NOTFY THE ENGINEER OF ANY DISCREPANCIES OR VARATRTNS FROM PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES • POSITIVE DRAINAGE FROM ME SUE MUST BE PROMDED AT ALL TIMES • ME CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL- FOR UTIUTY LOCATONS AT 1—BON-252-11M. • ME GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • GAULE _TOU:THIS PLAN WAS COMPLETED PRIOR M ME COMPLETION OF MNDOYS PLANS FOR HWY. 212/HWYAOIAAKE SUSAN DRIVE ELEVATIONS SHOULD BE VERIFIED WITH FINAL MNDOT PLANS DENOTES SILT FENCE we sees we DENOTES HEAVY DUTY SET FENCE �•la— DENOTES EXISTING CONTOURS OENOMS PROPOSED CONTOURS DEMOTES GRADE OEAK AREAS ti•S• DENOTES PROPOSED SPOT ELEVATION AT OUTIERUNE. (TYP.) 'w! DENOTES EMERGENCY OVERFLOW DENOTES HIGH PUNT ELEVATOR DENOTES LOW PUNT ELEVATION DENOTES DRAINAGE ARROWS DEMOTES PROPOSED STREET GRADES DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER -�— DENOTES EXISTING TREE UNE. Ywvm DENOTES APPROXIMATE THEE REMOVAL UMITS I ". WwswswW.KYN>K IIM.M M.LAIDI rau ru sum•Pss VVO§tvjmd wwoww .mm •ww Yw CAI sw �rFw�"�1 �" rr� �•�r.`� }at Chanhassen Gateway Place, LLC mbmy AMi �� 56W Yyw T. Gid® ar_ 1L19/OS NN�r 4U'A NNwi er.r. rNr Call 40 Hours before digging. GOPHER STATE ONE CALL Twin City Area 551-454-0002 Mn. Tell Free 1-800-252-1166 CITY OF CHANHASSEN RECEIVED DEC 2 1 2005 CHANHASSEN PLANNING DEPT IS0' 1Do C FOR CONSTRUCTION zoosvoacorm owc Dm IVI9105 en.e C1 m C4 Gateway North Grading & Erosion Control Plan W1W5 Weet,md Profeselanal Services, Inc P mom WORK OUTSIDE OF PROPERTY LINES BY OWE CONSTRUCTION OF LAKE SUSAN GIVE, BITUN TRAL, STATE HWY. 101 AND STATE HWY. 212 UNDER MNDOT CONTRACT. CSIMAL SAMA!Y 89111W AND WA=9AW MYM • ME CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO ME 1999 ED. OF ME 'STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANRARY SEWER AND STORM SEWER INSTALLATION BY ME CITY ENGINEERING ASSOCIATION OR MINN.- AND TO THE 'STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OR TRANS, SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. ME CONTRACTOR SHALL BE REWIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • ME CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE MR PLAN FOR LAYOUT DIMENSIONS SERVICE ENTRY LOCATIONS TO BE COORDINATED TRIM ME ARCHITECT. • VERIFY EXSTINC INVENT LOC. k ETEV. PRIOR TO BEGINNING CONSTRUCTION. • ME CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' FOR UTIUTY LOCATIONS PRIOR M UTILITY INSTALLATION. • SANITARY SEWER SERVICES ARE STATIONED MOM DOWNSTREAM MANHOLES • ALL SANITARY SEWER SERVICES AND RISERS SHALL BE 4' PVC STIR 26. • ALL WATER SERVICES SHALL BE I' COPPER. TYPE K LOCATED A MINIMUM OR 3' UPSTREAM FROM ME SANITARY SEWER SERVICE • ME WATER SERVICE SHALL RE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. ME CONTRACTOR SHALL VERIFY ME CITY AS -BUILT CONSTRUCTION PLANS TO CHECK LOCATION AND MATERIAL TYPE. • CONTRACTOR SHALL FURNISH AND SECURELY INSTALL A BAG OVER ALL HYDRANTS NOT IN SERVICE. CITY PUBUC WORKS AND FIRE DEPARTMENT SHALL BE NOTIFIED 24-HOURS IN ADVANCE OF TAKING ANY HYDRANTS OUT OF SERVICE NOTIFY SAME DEPARTMENTS WHEN SERVICE IS RESTORED. • PROVIDE CLEARING AND RLEMSNG FOR ENTIRE LENGTH OF SANITARY SEWER MAN. PROVIDE 2-CORES OF MLEVISNG TAPE AND LOG SHOWING SERVICE LOCATIONS. G NUAL 81^ORM SEW= NOTM • ME CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ME OWNER OF ANY DIFFERENCES • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO ME 199g W. OF ME 'STANDARD UPUMES SPECIFICATIONS FOR WATERMAN AND SERVICE LINE INSTALLATON AND SANITARY SEWER AND STORM SEWER INSTALLATION BY ME CITY ENGINEERING ASSOCIATION OR MINN.' AND TO ME 'STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OR TRANS, SEPT. 5, 2000 INCLUDING ME CURRENT ADDENDUM. ME CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY ME LOCAL AGENCY. • ME CONTRACTOR SHALL RECEIVE ME NECESSARY PERMITS FOR ALL WORK OUTSIDE OF ME PROPERTY UNITS • SEE ARCH. PLAN FOR EXACT BLDG- LOCATION. SE STE PUN FOR LAYOUT DIMENSIONS SERVICE ENTRY LOCATIONS M BE COORDINATED WITH ME ARCHITECT. • VERIFY EXISTING INVERT LOC. k ELEV. PRIOR TO BEGINNING CONSTRUCTION. • ME CONTRACTOR SHALL CONTACT'GOPHER STALE ONE CALL' FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. • PROVIDE NEENAH R-3062-V CASTINGS OR APPROVED EQUAL ON CATCH BASINS UNLESS OTHERWISE NOTED. • ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS S BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANS REFLECT ME SUMPED ELEVATIONS LURID "- DENOTES EXISTING STORM SEWER �•+ DENOTES PROPOSED STORM SEWER - — DENOTES EXISTING SANITARY SEWER --- DENOTES EXISTING WATERMAIN "-* DENOTES EXISTING HYD. W/VALVE —4— DENOTES PROPOSED SANITARY SEWER —1— DENOTES PROPOSED WATERMAN �F DENOTES PROPOSED HYO. W/VALVE I ". rrrlrrMrPl�We MMus M._ ayr� wnre sRs•a Teurla f•asr•� Wrlwl9ad •..r.� I rV•I•� y�rr= ••�Ph•••�a o�.rr�wr .•'._ ' • Chanhassen Gateway Place LLC I Asa 1•aH• Thom ' Af", Wien B. 5Wvm _ 1rw y. T. Lade ar. /� � 1r N� W`I o•••• ••�•• Gateway North Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Am 651-45A-0002 An. TWI Free 1-600-252-1166 0' 50, 100' 1! • •n /fin 2WSS�BNIVaf.aMC LYI• W v/QI Ye Q OB C4 Utility Plan a 9C05 Nenwoa] vr0lessl0n01 SaMaes, NUM LANE SUSAN DRIVE TO BE CONSTRUCTED UNDER SEPARATE PROJECT. GOAL STMW CONEWIMM NOT!& • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED. ALL MATERIALS, CONSL TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE 'STANDARD UTUTES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN.' AND TO THE 'STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OR TRANS. SEPT- S. 20DO INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORN OUTSDE OF THE PROPERTY LIMITS. • SEE MOH. PLAN FOR ENACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • PROVIDE NEENAH R-BO67-V CASTINGS OR APPROVED EQUAL ON CATCH BASINS UNLESS OTHERWISE NOTED. • ALL CATCH BASIN CASTINGS IN CURB SHALL BE SIMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SIMPEU 0.05 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS MORS SILT FENCE DENOTES HEAVY DUTY SILT FENCE - - DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES GRADE BREAK AREAS •v DENOTES PROPOSED 5P0T ELEVATOR AT GTTTERUNE (TYP.) DENOTES EMERGENCY OVERFLOW DENOTES HIGH POINT ELEVATOR DENOTES LOW PONT ELEVATION DENOTES DRAINAGE ARROWS DENOTES PROPOSED STREET GRADES -� DENOTES EESTING STORM SEWER �W DENOTES PROPOSED STORM SEWER - DENOTES EXISTING TREE LINE. H•YrvYr DENOTES APPROXIMATE TREE REMOVAL LIMITS (7,I DENOTES SANITMY CLEAN OUT Call 16 H.5•Ean digging: GOPHER STATE ONE CALL TWIn City Area 651-X 0002 Mn. Toll Free 1-BOLD-252-1166 0' 30' 6090' L`116 u./ a9/05 ® C3 OP C4 I ". ramr=Nrrsw�4r. Gateway North Plan Plan Paving Waftwood ...wee+o� C]uvh• ktnesab H_w� �e�M��T+�r���� r�� sra Ar ►opal C Chanhassen Gateway Place, LLC Atb .OAO � %6 Dow I I r. GmPaving yr 17/19ATS Fr_r � �Irr YN� /— A y akvu u� � •\ i X QBUILDING LAYOUT PLAN "'O'O SCALE: 1:40-0' N xort: snvus soaoxwniz..ioi wo asekrve 19 CITY OF CHANHASSEN RECEIVED DEC 2 1 2005 CHANHASSEN PLANNING DEPT Sand Companies, Inc. 336.0 .M ima.S,en e�— m1�3s3 ..le P.1k..M..''381'27 Iff—I (3J1)2O131. F— (1.o)2W-3139 u' m.d..,...s.„ec:,:,v.•��,... LEGEND GG BOULEVARD - SHADE TREE O- ORNAMENTAL 0' a OVERSTORY - SHADE TREE - CONIFERS FOUNDATION PLANTING ROM MULLH W/ PWlTING5 GATEWAY PLACE CHANHASSEN,MN UILDING LAYOUT PLAN A-0.1 Sand Companies, Inc, "fj- (t_al _(.„t)�NI Fu: (3zo 313, Wa-'. x+.x.San/Cwrpeniec £-Mail. SCY_.Son/Cwgnni — _,s�rta ran ra�,na GATEWAY PLACE CHANHASSEN,MN FLOOR PLANS A-1.0 *i*s I Snxd Qnnparties. /nr. ,.....v.. �.�,..,... 336Ywlk IIMAxenue roea n7 MN563d]A-:- F -: 329) X3151 Fac' -V ML3IJ9 wd�c rp.v nlCmr llia .a I E-Moil: SChdSanOCaMwrri�rr.m irwrgemrmw GATEWAY PLACE CHANHASSEN,MN FLOOR PLANS A-1.1 9 . ONE BEDROOM FLOOR PLAN ass 5Q. Fr. w:x SCALE: 1/4'= ll-V ROOM TYPE tI TYP. TWO BEDROOM FLOOR PLAN late 5Q. Fr. @x SCALE: I /Y - P-O' ROOM TYPE /2 �O BEDROOM FLOOR PLAN 1075 5Q. FT. wi.z SCALE: 1/4e - 1'-0' ROOM TYPE s4 TWO BEDROOM FLOOR PLAN 103850. Fr. wi x SCME: 114' - I'O ROOM TYPE t3 @TWO BEDROOM FLOOR PLAN 1222 50. Fr. w�.z SCALE: 114'— I --a ROOM TYPE!5 Sand Companies, Inc. 33L South iMa Avn e~_ M&rW Wave P.N. MN56 814n) Off— 02M2m23/Ip £u: (320202-3/39 Weeve: xw.Sane(',mrPanies.nxn E-MaiL SCI(uShmdCrynn—,— Wwwc Mmel GATEWAY PLACE CHANHASSEN,MN UNIT PLANS A-1.2 �TYP. THREE BEDROOM FLOOR PLAN 1.389 5Q. FT. tii� SOMP: 1/4' � 11-0' ROOM TYPE t6 THREE BEDROOM FLOOR PLAN 1.422 SQ. Fr. "''� ` t: I/4' = 11-01 ROOM T7PE f8 THREE BEDROOM FLOOR PLAN 1.39650. Fr. .ice SCML: I/4•s 1'� ROOM TYPE#7 THREE BEDROOM FLOOR PLAN 1,4505Q. PT. '��� `� 1/4' - 1'-0' ROOM TYPE A9 136. d T�Aven . MV nl Ili c 3m 3 1131 G luil.SO(yGndCgryvnlev�um GATEWAY PLACE CHANHASSEN,MN UNIT PLANS A-1.3 3\NORTH WEST ELEVATION SCALE: IIV = I'1Y 4 JVUI11 L l LLLVHIIVIV (•z.l SCALP: I/8' = I'-0' VM'_5'B.VG Sand Companies. Inc. JSfi.Coud F-61 nr H/nay -3i Weve Park, AO' 5V8 L Office'321j 20131. F r (320 20F31J9 E-M@e sx+e&ndC..N. - &Maa: SCIt_aSandCam/wn4nrwn GATEWAY PLACE CHANHASSEN, MN ELEVATIONS A-2.1 0_I f I 1 0 Mm 9WEST ELEVATION scams: va - P-a DEAST ELEVATION 147 vlan 5moc "MNDl i1 REAR SOUTH WEST ELEVATION m iin 5NIVGL` Sand Conranies, Inc ex.r mix ra.a.s,��� n� Ho. no x OF= vo.x. nry srttazn-n ozaaee� Fu: (3")2023139 Kebxee: Ncl...0ndc—wv ... IE GATEWAY PLACE CHANHASSEN,MN ELEVATIONS A-2.2 /C -Ir rlf. r)?S. ®2005 Westwood Professional Services, Inc. ccW Ihbla 4 EX 0 WORK OUTSIDE OF PROPERTY LI CONSTRUCTION OF LAKE SUSAN TRAIL, STATE HWY. 101 AND ST UNDER MNDOT CONTRACT. EX. STATE HWY. NO. 101 SOUTH DRIVE TO BE REMOVED AFTER C PROPOSED STATE HWY. NO. 101. DEMOLITION BY OTHERS. 00,4e, Ib -4e, Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. • THE SITE MUST BE STABILIZED WITH A 250 SEED MIX AND TYPE I MULCH IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (> 3:1 SLOPES), OR 14 DAYS 10:1 TO 3:1), OR 21 DAYS 10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. • THE SITE SHALL BE STABILIZED WITHIN 48 HOURS OF FINAL GRADE COMPLETION. • ALL PERMANENT PONDS USED AS TEMPORAY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • AREA TO BE GRADED = 7.66 AC. TOTAL SITE AREA = 7.73 AC. HARD SURFACE AREA AT FULL BUILD OUT = 3.0 AC. GOAL GRADIIdG & DRANAGB N07M • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/TOP OF CURB GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • REFER TO SIDEWALK AND PAVING PLAN FOR CURB AND SIDEWALK ELEVATIONS. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 1-800-252-1166. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • CAUTION: THIS PLAN WAS COMPLETED PRIOR TO THE COMPLETION OF MNDOT'S PLANS FOR HWY. 212/HWY.101/LAKE SUSAN DRIVE. ELEVATIONS SHOULD BE VERIFIED WITH FINAL MNDOT PLANS. ® SILT FENCE DENOTES ® ® DENOTES HEAVY DUTY SILT FENCE - 9ao_ DENOTES EXISTING CONTOURS �oeo� DENOTES PROPOSED CONTOURS •y46 DENOTES GRADE BREAK AREAS R 21 EOF DENOTES PROPOSED SPOT ELEVATION AT GUTTERLINE. (TYP.) A21 MP. DENOTES EMERGENCY OVERFLOW 'P.. DENOTES HIGH POINT ELEVATION — — DENOTES LOW POINT ELEVATION DENOTES x>oa DRAINAGE ARROWS DENOTES PROPOSED STREET GRADES DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE. rwwY, DENOTES APPROXIMATE TREE REMOVAL LIMITS W Westwood Professional Services, Inc. I hereby. that this Fhn .ppepved by me or under my 3701 12th St N., Suite 206 d1red m sad that I .m '� dgly limued PROFESSIONAL xa`�ona Dd� ARN Prepared for. St Cloud, MN 56303 ENS the la" of � .. Chanhassen Gateway Place LLC v_ RTG PHONE 320-2539495 %� . FAX 320-253-8737 . 'r �' —y �� JAL Attn: Jamie Thelen ' TOLL FREE 1-WOQ70-9495 A wv"t ood www.westwoodps.com Date "/05 jAoeme No, 41` 1_tewad Drawtas by/date: P.O. Box 727 Albany, Minnesota 563307 a~ RECEIVED9SEN DEC 2 1 2005 010IIII&IM PLANNING ®@PT NOT FOR CONSTRUCTION 01 50' 100' 150' 20055198GDPOi.DWG Gateway North Minnesota Date: 12/19/05 sheet C1 of C4 Grading & Erosion Control Plan [e m2005 Westwood Professional Services, Inc. R • F7_1 WORK OUTSIDE OF PROPERTY LINES BY OTHEF CONSTRUCTION OF LAKE SUSAN DRIVE, BITUM TRAIL, STATE HWY. 101 AND STATE HWY. 212 UNDER MNDOT CONTRACT. Westwood Professional Services, Inc. i berc 7 that tluir P"m Pni 3701 12th St N., Suite 206 St Cloud MN 56303 PHONE 320.253-9495 W and tit 1 .m u17 � \ r "•� FAX 320.253-8737 TOLL FREE 1-SW270-9495 Ryan T !OII Westwilmd www.weMvoodps.com Daee 9105 Licmes red by me or under my 11ceaeed PROMISS70NAL �f IHlenaotr. 41359 Deeiaoed: ARN Checked: RTG Draws JAL Record Amwitg by/daft Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENRRAL SANITARY SEWM AND WAINMEAN NOM • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OR TRANS., SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. • SANITARY SEWER SERVICES ARE STATIONED FROM DOWNSTREAM MANHOLES. • ALL SANITARY SEWER SERVICES AND RISERS SHALL BE 4" PVC SDR 26. • ALL WATER SERVICES SHALL BE 1" COPPER, TYPE K LOCATED A MINIMUM OR 3' UPSTREAM FROM THE SANITARY SEWER SERVICE. • THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE CONTRACTOR SHALL VERIFY THE CITY AS —BUILT CONSTRUCTION PLANS TO CHECK LOCATION AND MATERIAL TYPE. • CONTRACTOR SHALL FURNISH AND SECURELY INSTALL A BAG OVER ALL HYDRANTS NOT IN SERVICE. CITY PUBLIC WORKS AND FIRE DEPARTMENT SHALL BE NOTIFIED 24—HOURS IN ADVANCE OF TAKING ANY HYDRANTS OUT OF SERVICE. NOTIFY SAME DEPARTMENTS WHEN SERVICE IS RESTORED. • PROVIDE CLEANING AND TELEVISING FOR ENTIRE LENGTH OF SANITARY SEWER MAIN. PROVIDE 2—COPIES OF TELEVISING TAPE AND LOG SHOWING SERVICE LOCATIONS. GENERAL STORM SEMW NOM • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OR TRANS., SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. • PROVIDE NEENAH R-3067—V CASTINGS OR APPROVED EQUAL ON CATCH BASINS UNLESS OTHERWISE NOTED. • ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS. I�C�iD DENOTES EXISTING STORM SEWER kk�n -r• DENOTES PROPOSED STORM SEWER — a DENOTES EXISTING SANITARY SEWER —I— DENOTES EXISTING WATERMAIN • DENOTES EXISTING HYD. W/VALVE — — DENOTES PROPOSED SANITARY SEWER — I— DENOTES PROPOSED WATERMAIN ---»i DENOTES PROPOSED HYD. W/VALVE Prepared for. Chanhassen Gateway Place, LLC Attn. Jamie nelen P.O. Box 727 Albany, Minnesota %W 0' 50' 100' 150' NOTFOR CONSTRUCTION 20055198UTP01.DWG Date: 12/19/05 sheet C2 OF C4 Gateway North I utffity Pi. u 02005 Westwood Professional Services, Inc. NOTE LAKE SUSAN DRIVE TO BE CONSTRUCTED UNDER SEPARATE PROJECT. COAL STILT CONMUCITON NOM • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OR TRANS., SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • PROVIDE NEENAH R-3067-V CASTINGS OR APPROVED EQUAL ON CATCH BASINS UNLESS OTHERWISE NOTED. • ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS. L1�VD DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE sso — DENOTES EXISTING CONTOURS �as0— DENOTES PROPOSED CONTOURS DENOTES GRADE BREAK AREAS .z,.4e DENOTES PROPOSED ELEVATION )POT AT GUTTERLINE. TYP. OF DENOTES EMERGENCY OVERFLOW " M.P. DENOTES HIGH POINT ELEVATION •Lp. i.r DENOTES LOW POINT ELEVATION DENOTES DRAINAGE ARROWS x'0R DENOTES PROPOSED STREET GRADES DENOTES EXISTING STORM SEWER • -�►-• DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE. DENOTES APPROXIMATE TREE REMOVAL LIMITS Q DENOTES SANITARY CLEAN OUT Westwood 37 MNN, OtttProfessional 20066rvkes, Inc. I hereby under he L t of MimwMOP1� ONAL x°t�O� Dadpie& ARN Prepared for. RM Chanhassen Gateway Place, LLC PHONE 320-253-9495 FAX 320-29-8737 L- Drawer: JAL Attu: Jamie T'helen TOLL FREE 1-800-270.9495 Ryan . deon Westwood www.westwoodpsxom nee /19/05 Ltasma No. 41M Record Drawtng by/date:,ley, Minnesota 56W Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0' 30' 60, 90' NOTFOR CONSTRUCTION 20055198PVP01.DWG Date 12/19/05 Sheet: C3 OF C4 Gateway North Sidewalk & Paving Plan Chanhassen, Minnesota F, 0 I , I� I \ SETBACK — 7 / I � \ � I I � � I \ I` EXI5TING TELEPHONE \ ` SWITCHING BUILDING I I I - k I I T -A - — { I ENTRANCE SIGNAGE I i X I X — I 4'�. I II A (6) ?_ STORY, 3 BE ROOM +G TOWNH MES W/ DOUBL GAR. 'C I / SIDEWALK A TYP. , 3 .A D `: i (4) - 2 STORY, 3 BEDROOM W/ DOUBLE GAR. i (4) - 2 STORY, D/ 3 BEDROOM TowNHOMES 48 APARTMENT HOMES 3 STORY BUILDING OVER PARKING GARAGE BUILDING FOOTPRINT = 23,770 S.F. C SIDEWALK t � CATCH C+ ` BASIN 13 .0 i i (4)-2S RY, ( I 3 BED OOM I TO F HOMES ' I I 'DOUBLE GAR I I 3) ED OOMY OWNHOMES I \ I V+9 DOUBLE R. i I 3 idT IV) I I I � 63.00'�OUTLE OI L Fi V N c`�v N I i CATCH ACCESSIBLE culzB cur 2 sIDEwALK ' I TOT LOT I 1 I PICNIC 1 AREA ' q;D �O I � 1 d PRIVACY PENCE � I to I •C 3 , o, "I 0 w to �I ID i I FRENCH DRAIN 6'-0' GONC. I SIDEWALK wi sT>=Ps � o•' C I •C ' 1 RETAINING I 26'-0e — WALL CATCH �h BASIN p 5 ' / � VICINITY MAP I�Ln Diu Z ourLETf I BASIN / O�.l � I POND / � �2\2 .• o I I L I I I i I I � I I y I I m 16 I I EASEMENT I BUILDING LAYOUT PLAN �2 A-o.o SCALE: 1:40'-9 N D / NOTE: SETBACKS 59-0" @ HWY #212 4 # 10 I 30'-0' EISEV✓HERE TOTAL PARKING 47 = SURFACE PARKING STALLS 61 =BUILDING GARAGE STALLS 108 =TOTAL SITE PARKING STAl15 108 =PARKING STALLS REQUIRED FQ Ord, Bojkv tvteg Sand Companies, Ina Con9ructioo .Property Maregement +Devebpment 336 Sout)r Tenth Avenue PO Box 727 Waite Park, MN 5638 7-0727 Office: (320) 202-3100 Fax. (320) 202-3139 Website: ivlvw.SandCompa+ies.com EMaiG SCIa�SamtCompanies.com LEGEND G -BOULEVARD -SHADE TREE O-ORNAMENTAL OVERSTORY 5t1ADE TREE -CONIFERS FOUNDATION PLANTING ROCK MULCH W/ PLANT4NG5 CITY OF CHANHASSEN RECEIVED DEC 2 1 2005 CHANHASSEN PLANNING DEPT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION 8 THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARD A. HENNINGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPROWCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05-303 DRAWN BY: JAVlCDIO CHECKED BY: R. HENNINGS DATE: --- REVISED DATE --- GATEWAY PLACE CHANHASSEN, MN BUILDING LAYOUT PLAN A-0.1 4D x Sand Companies, Inc. Coo..ut *rroae, M.®p.®a *Dev 6prnt 336 South Tenth Avenue PO Baz 727 Waite Park, M1V 56387-0727 Office: (320) 202 3100 F= (320) 202-3139 Websde: www.SandConWanimcom EMail: SCIaC3SandConjpanicccom 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION & THAT I AM A DULY UCENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARD A. HENMNGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05303 DRAWN BY: JAVICD/O CHECKED BY: R. HENNINGS DATE: --- REVISED DATE: --- GATEWAY PLACE CHANHASSEN, MN FLOOR PLANS A-1.0 Am Isci Sand Companies, Inc. Construction *Property Msmgemem *DevNopmem 336 South Tenth Avenue PO Box 727 Waite Park, M1V 56387-0727 Office. (320) 202 3100 Fax: (320) 202-3139 Website: wwwSandCompanies.com E-Mail: SCI*SandCompaniescom I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION & THAT 1 AM A DULY UCENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARD A. HENJINGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPAW ES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05-303 DRAWN BY: JAVICDIO CHECKED BY: R. HENNINGS DATE: REVISEDOATE: GATEWAY PLACE CHANHASSEN, MN FLOOR PLANS A-1.1 �,_�3x 13,-1 02,E TYP. ONE BEDROOM FLOOR PLAN 89G SQ. PT. SCALE: 1 /4" = 1 '-0" ROOM TYPE # I oo, wx TWO BEDROOM FLOOR PLAN SCALE: 1 /4" = 1 '-0" 1 TYP. TWO BEDROOM FLOOR PLAN 1041 5Q. Fr. SCALE: 1 /4" = P-0" ROOM TYPE #2 1075 5Q. PT. ROOM TYPE #4 TWO BEDROOM FLOOR PLAN SCALE: 1 /4" = I '-0" TWO BEDROOM FLOOR PLAN SCALE: 1 /4" = I '-0" 1 222 5Q. FT. ROOM TYPE #5 1038 5Q. FT. ROOM TYPE #3 ^ A 4�sci Sand Companies, Inc. Corot etwn♦Property Management*Der etopment 336 South Tenth Avenue PO Box 727 Waite Park, MN 5638 7-0727 Office: (320) 202-3100 Fax: (320) 202-3139 Website: www.SandCoit;paiiies.com E-Mail: SCICq SandCompames com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION & THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARD A. HENNINGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WTHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05"IW DRAWN BY: JAVICD/O CHECKED BY: R. HENNINGS DATE: --- REVISED DATE: --- GATEWAY PLACE CHANHASSEN, MN UNIT PLANS A-1.2 � TYP. THREE BEDROOM FLOOR PLAN 1,389 50. PT. CA-1 .3 SCALE: I /411 = I '-O" ROOM TYPE #6 THREE BEDROOM FLOOR PLAN SCALE: 1 /4" = I '-011 1,422 5Q. FT. ROOM TYPE #8 Z THREE BEDROOM FLOOR PLAN 1,396 5Q. PT. A-' .3 SCALE: 1 /411 = 11-011 ROOM TYPE #7 51'-10?e THREE BEDROOM FLOOR PLAN SCALE: 1 /4" = I '-0'1 1,450 5Q. FT. ROOM TYPE #9 4%*t�sci Sand Companies, Ina Cun mdion ♦Property NfS gemeot #Development 336 South Tenth Avenue PO Box 727 Waite Park, MN 5638 7-0727 Office.- (320) 202-3100 Fax: (320) 202-3139 Website: www.SandCompaniexcom E-Mail: SCI@4andCompames com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION & THAT I AM A DULY UCENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARD A. HENNINGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05-303 DRAWN BY: JAVICDIO CHECKED BY: R. HENNINGS DATE: --- REVISED DATE: --- GATEWAY PLACE CHANHASSEN, MN UNIT PLANS A-1.3 1M ■ !mv1v/C 0 I .1 I CITY OF CUNNSEN 7700 Markel Boulevard PO Box 147 Chanhassen, MN 5217 Administration Phone: 952.227.1100 Fax: 952,227.1110 Building Inspections Phone: 952.227.1180 Fax: 952,227.1190 Engineering Phone: 952.227.1160 Fax: 952 227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax 952,227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phase: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us July 14, 2008 Mr. Thomas Johnson Vice President Bridgewater Bank 3800 American Boulevard West, Suite 100 Bloomington, MN 55431 Re: Release of Letter of Credit No. 112 Gateway North Site Plan Agreement 2006-05 Dear Mr. Johnson: According to our records, Letter of Credit #112 expired on June 30, 2008. The project has been completed to the City's satisfaction; therefore, please find enclosed the original letter of credit and associated extensions. If you have any questions or concerns, please contact me at 952-227-1134 or by email at saljaff@ci.chanhassen.mn.us. Sincerely, CITY OF CHANHASSEN Sharmeen Al-Jaff Senior Planner SA:ktm Enclosures gaplan12006 planning casesN06-05 gateway oath subdivision -gateway place site plank release letter.doc QCANMCD The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautilul parks. A great place to live, work, and play. RLECEIVEC AUG 2 4 2007 CITY OF CHANHASSEN BRIDGEWATER BANK Date: July 25, 2007 City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, MN 55317 Re: LOC #112 To Whom It May Concern: This letter herby extends Letter of Credit #112 issued to you in your favor for the account of Chanhassen Gateway Place, LLC. The above mentioned Letter of Credit is extend to June 30, 2008 and reduced to the amount of $3,180.00. All other terms listed in the original Letter of Credit remain unchanged. Bloomington, 3800'American Blvd. West, Suite 100 rumr[ 952.893.6868 Bloomington, MN 55431 FM 952.893.6869 1.1 Greenwood 21500 Highway 7 Greenwood, MN 55331 resident vxoxe 952.653.0606 rur 952.470.3933 bridgewaterbankmn. cam KD BRIDGEWATER BANK Date: July 25, 2007 City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, MN 55317 Re: LOC #112 To Whom It May Concern: RECEIVED JUL 2 7 2007 CITY OF CHANHASSEN This letter herby extends Letter of Credit #112 issued to you in your favor for the account of Chanhassen Gateway Place, LLC. The above mentioned Letter of Credit is extend to June 30, 2008 and reduced to the amount of $3,180.00. All other terms listed in the original Letter of Credit remain unchanged. Bloomington 3800 American Blvd. West, Suite 100 PHONE 952.893.6868 Bloomington, MN 55431 FAX 952.893.6869 LM Greenwood 21500 Highway 7 Greenwood, MN 55331 dent PHONE 952.653.0606 FAX 952.470.3933 bridgewaterbankmn. com RECEIVED MAY 15 2007 CITY OF CHANHASSEN Date: May 11, 2007 City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, MN 55317 To Whom It May Concern: This letter herby extends Letter of Credit # 112 issued to you in your favor for the account of Chanhassen Gateway Place, LLC. The above mentioned Letter of Credit is extend to June 30, 2007. All other terms listed in the original Letter of Credit remain unchanged. Bloomington 3800 American Blvd. West, Suite 100 PHONE 952.893.6868 Bloomington, MN 55431 F" 952.893.6869 Greenwood 21500 Highway 7 PHONE 952.653.0606 Greenwood, MN 55331 F" 952.470.3933 bridgewaterbankmn.com Iff CITY OF cmNBASSEN ■ • G�L�(�[E�h3(EoD MAY 2 4 2006 BRIDGEWATER BANK ENGINEERING DEPT. IRREVOCABLE LETTER OF CREDIT No. 112 Date: May 24, 2006 TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of Chanhassen Gateway Place, LLC and in your favor, our Irrevocable Letter of Credit in the amount of $63,800.00, available to you by your draft drawn on sight on the undersigned bank. Bank"; The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 112, dated May 24, 2006, of Bridgewater b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 3800 American Boulevard West, Suite 100, Bloomington, MN 55431, on or before 4:00 p.m. on May 31, 2007. This Letter of Credit guarantee's Chanhassen Gateway Place, LLC's compliance with the signed Site Plan Agreement dated February 27, 2006, This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. 3800 American Boulevard West, nwxE 952.893.6868 bridgewawbankmn.com Suite 100 F" 952.893.6869 Bloomington, MN 55431 I Status Report 5/30/08 PLAN.0132 Jul 2000 N usi 2200 Se tember 2000 S M T W T F S M T W T F S M T W T F S 1 1 2 3 4 5 1' 4_.5 _.6 1.6 .6 ..T 8 9 191i 12 -........ 6..7 ...8. 9p 10 11i2 13 14 13 13 14 15 16 11 1819 - 1112 13 14. 15 16 1] 18 0 20 21_..l. 20 21 22 23 24 25 26 18 19 M zi 22 23 24 25 26 27 28 29 2129 29 39.8i........ 2526 2] 29 29 30 31 __..._ _......... ..._. __..._ ......_ _.. _.... Qf Securities [Start Due S P Category Description 5/30/08 5/30/O8 0 LC #112 expires 5/31/07 at 4:00 p-m. Lot 1, Block 1, Gateway North Site Plan Agreement 06-05 Planning Case 2006-05 $63,800 Notify Sharmeen AI-Jati on 4130/07 4/30/07 - Slu meen sent letter to bank requesting extension for another year until May 31, 2008. Check confirmation status on 5115107. Kim 5/15107 - Received extension from bank until June 30, 2007. Notify Sharmeen on 618107. Kim 617/07 - Sharmeen, status? Kim 7/27/07 - Received LC Amendment dated 7125/07 reducing LC amount to $3,180 and extending expiration date to 6/30/08. Check status 5/30/08. 6/2/08 - Sharmeen, status? Kim 7/1/08 - Sharmeen, status? Kim 0z Lot-oe.ebpmw Co, 711MMem,w s=saM P=Pm Status Report 5/30/08 PLAKOR2 0310PI 00 st 2000 tent r 2000 T F S M T W T F S S M T W T F S 1 2 3 4 5 1 2 6 7 al ] 8 9 10 11 12 5. 4 5 6 T- 0 9 13 14.16 13 14 15 16 17.1E 19 10 1112 13 14 15 16 20 21. 22 20 21 22 23 24 25 26 17 18 19 20 21 22 23 27 2B 29 27. 2a 29 30 31 - 24 25 26 27 28 29 20... .... __.... _.. ...___. _........_.. Securities Istan Due s P_.. Category Description - .I 5130/08 5130/08 9 LC #112 expires 5/31/07 at 4:00 p.m. Lot 1, Block 1, Gateway North Site Plan Agreement 06-05 Planning Case 2006-05 $63,800 Notify Sharmeen AI-Jaff on 4/30/07 4/30/07 - Sharmeen sent letter to bank requesting extension for another year until May 31, 2008. Check confirmation status on 5/15/07. Kim 5/15/07 - Received extension from bank until June 30, 2007. Notify Sharmccn on 6/8/07. Kim 6(7/07 - Sharmeen, status? Kim 7/27/07 - Received LC Amendment dated 7/25/07 reducing LC amount to $3, 180 and extending expiration date to 6/30/08. Check status 5/30/08. 6/2t08 - Sharmeen, status? Kim 7/l/08 - Sharmeen, status? Kim 7/10108 - Per Jill, OK to release LC. Activityclosed. Kim 0 zoos Lotw Oe+Nopmem com 71i Y AY PM S=Sulu P=P ty Ppp1 Status Report 5/30/08 plan.OR2 ul &fist 2 ril 000 M T W T F M T W T F T F 1 1 2 3 4 5 1 2 3 4._ 5.... 6 _.]...0 W. 8...9 ..10 �1112 7 8_.9 9 10 11 12 13 14 15 13.14 15 16 17 18 19 14 15 16 16 17 18 19 20 21 22 20 21 22 23 24 2$ 26 2f 22 23 23 24 25 26 2� 26 29 2128 29 -36 .31...... 28 29 30 3031 ..__._ _._._. .._.. .......... .........._.. Securities Start Due S P Category Description 5/30/08 6/30/08 F LC #112 expires 5/31/07 at4:00 p.m. Lot 1, Block 1, Gateway North Site Plan Agreement 06-05 Planning Case 2006-05 $63,800 Notify Sharmeen AI-Jaff on 4/30/07 4/30/07 - Sharmeen sent letter to bank requesting extension for another year unfit May 31, 2008. Check confirmation slams on 5/15/07. Kim 5115/07 - Received extension from bank until June 30, 2007. Notify Sharmeen on 6/8/07. Kim 6r7/07 - Shartneen, status? Kim 7/27107 - Received LC Amendment dated 7/25/07 reducing LC amount to $3, 180 and extending expiration date to 6/30/08. Check status 5130/08. 02W7 L.1-oevNopmem C, 7WW a,"saW S=s.W P=Pro Ppe1 CITY OF CHA NSEN 7700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Far: 952.227,1110 Building Inspections Phone: 952,227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952,227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227,1404 Planning A Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phore:952.227.1300 Fax 952.227.1310 Senior Center Phone: %M7.1125 Fax: 952.227.1110 Web She www.d.dnnhassen.mn.us April 30, 2007 Mr. Thomas Johnson Vice President Bridgewater Bank 3800 American Boulevard West, Suite 100 Bloomington, MN 55431 Re: Gateway North Site Plan Agreement 2006-05 Dear Mr. Johnson: According to our records, Letter of Credit #112 is scheduled to expire on May 31, 2007. At this time, it does not appear the project will be completed by that deadline; therefore, an extension for another year will be required until May 31, 2008. Please send written acknowledgement of this extension no later than May 15, 2007. If you have any questions or concerns, please contact me at 952-227-1134 or by email at saliaff@ci.chanhassen.mn.us. Sincerely, CITY OF CHANHASSEN %Ww� Sharmeen Al-J Senior Planner SA:ktm g:\plan\2006 planning cases\06-05 gateway north subdivision -gateway place site plan\lc exteasion.doc SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geal place to live, work, and play. 6('- as CITY OF CHANHASSEN T700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952,227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227,1110 Part 6 Recreation Phone: 952.227.1120 Fax 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952227,1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952227.1300 Fax: 952.227.1310 Senior Center Phone: 952,227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us January 8, 2007 Mr. Jane Thelen Chanhassen Gateway Place, LLC P.O. Box 10 Albany, MN 56307 Re: Temporary Sign Permit Request for Gateway Place Dear Mr. Thelen: Per Chanhassen City Code, a temporary sign permit is not required for temporary real estate signs which advertise the sale, rental or lease of real estate (copy enclosed). Therefore, I am returning your temporary sign application and check in the amount of $35. If you have any questions, please do not hesitate to contact me at 952-227-1132 or by email at imetzer@ci.chanhassen.mn.us. Sincerely, `� Yosh Metzer Planner II JM:ktK Enclosures gAplan\2006 planning cases\06-05 gateway north subdivision -gateway place site plan sign perunt fee return letter.doc SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a chaffing downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. § 20-1255 CHANHASSEN CITY CODE (8) Rummage (garage) sale signs. Rummage sale signs shall be removed within two days after the end of the sale and shall not exceed four square feet. Rummage sale signs shall not be located in any public rights -of -way. The city shall have the right to remove and destroy signs not conforming to this subsection. The city may assess a fee in the amount established in chapter 4 of this Code for sign permits for each sign removed by the city. (9) Temporary development project advertising signs erected for the purpose of selling or promoting any nonresidential project, or any residential project of ten or more dwelling units, located in the City of Chanhassen, shall be permitted subject to the following regulations: a. Not more than one nonilluminated sign per street frontage, provided that the total number of signs do not exceed two per project. b. Such signs shall only be located along streets that provide primary access to the project site. C. Such sign shall be setback at least ten feet from any property line for signs ten feet in height or less, plus one additional foot for each additional foot of sign height. Signs shall be firmly anchored to the ground. d. No such sign shall be located closer than 100 feet from an existing residential dwelling unit, church, or school which is not a part of the project being so advertised. e. Such signs shall not be located closer than 100 feet from any other sign located on the same side of the street. f. Sign display area shall not exceed 64 square feet, and the height of such signs shall not exceed 15 feet. g. Such signs shall be removed when the project being advertised is sold or leased, or after three years. The planning director may permit a sign for longer than three years if the project being advertised is not sold or leased. h. Where a nonilluminated construction sign and a temporary development project advertising sign are proposed at the entrance to the project, such signage shall be combined on one sign with a maximum sign area of 64 square feet. (10) Temporary real estate signs which advertise the sale, rental or lease of real estate subject to the following conditions: a. On -premises real estate signs advertising the sale, rental or lease of the premises upon which the sign is located. 1. One nonilluminated sign is permitted per street frontage. 2. Sign display area shall not exceed 16 square feet per sign on property containing less than ten acres in area, and 32 square feet per sign on property containing ten or more acres. Supp. No. 2 CD20:222 RECEIVED nFr 9 9 2ooCITY OF CHANHASSEN CHANIGN PERMIT APPLICATION 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 Fs Or.U. Oeq Permit No. Permit Fee: S ❑ Cash ❑ Charge ❑ Check # Date Issued: Site Address: 721 Lake Susan Drive Zoning: PUD-Mixed Use Planning Case #: 06-05 Suite No. (if any): Applicant Name and Address: Chanhassen Gateway Place LLC PO Box 10 Albany, Minnesota 56307 Contact: Jamie Thelen Phone: (320) 202-3100 Fax: (320) 202-3139 Email: JJThelen@a,SandCompanies.com Owner Name and Address: Same as Applicant Contact: Phone: Fax: Email: Permanent Sign ($100): Temporary Sign ($35): ✓ From: 2 / 1 / 07 To: 11 / 1 /07 NOTE: Sign fee is due at time of permit application. TYPE OF SIGN Please Circle all that apply) New Wall Mounted Illuminated Alteration Monument Non -Illuminated Repair Pylon I Banner (temporary) Relocate Portable(temporary) Size of Sian: If a Wall Sign. Length: 28 ft Wall Area: sq. ft. Width: NA ft, Percentage of wall Height: 5 ft. coverage by sign: Total Area: 140 sq. ft. Logo Area: NA sq. ft. If a Monument or Pylon Sign. Total Height (above grade) ft. Required Inspections _ Footing _ Foundation Final Illuminated Sites An electrical permit must be obtained and final electrical inspection approval is required. Other Requirements The approved plans and permit must be on site for the fmal inspection. I ZONING § 20-1255 3. No such sign shall exceed ten feet in overall height, nor he located less than ten feet from any property line. 4. All temporary real estate signs shall be removed within seven days following sale, lease, or rental of the property. 5. Window signs advertising the sale, rental, or lease of a building are permitted subject to the conditions of subsection 20-1265(g). b. Of -premises real estate signs advertising the sale, rental or lease of business and industrial buildings: I. One nonlluminated sign is permitted per building. 2. Such signs shall only be permitted in business and industrial districts, and on property located within the same subdivision or development as the building being advertised. 3. Such signs shall not be located closer than 100 feet from any other such sign located on the same side of the street. 4. Sign display area shall not exceed 32 square feet, and the height of such signs shall not exceed ten feet 5. Such sign shall be setback at least ten feet from any property line. 6. Such signs shall be removed within seven days following the lease or sale of the building floor space which it is advertising. 7. Provide written permission of property owner. c- OffPremises directional signs which show direction to new residential develop- ments in accordance with the following. The intent of this subparagraph is to allow short term signage, for residential development, to familiarize the public with the new development. I. Such sign shall only be permitted along major arterials and collectors as identified in the comprehensive plan. 2. Only one sign per corner of an intersection per development shall be permitted. There shall not be more than four signs per intersection. Signs shall not be located in any site distance triangle, measured 30 feet from the point of intersection of the property line. 3. Sign display area shall not exceed 32 square feet and the height of such signs shall not exceed ten feet. 4. Such sign shall not be located closer than ten feet from any street right-of-way line, and shall be firmly anchored to the ground. 5. Written permission must be obtained from the property owner upon whose land the proposed sign is to be located. 6. Such sign shall be nonilluminated and kept in good condition. 7. Such sign shall be removed 12 months after the sign has been erected. A sign shall be permitted for each phase of a development. Supp. No. 2 CD20:223 a �. 0 0 , O � N H N Lf) iF Wording on Sign: Now Leasing 952-401-3442 Materials Used for Construction: Wall Anchorage Details: Specifications of fasteners (e.g., size, type, number per letter, and spacing): NA Approximate weight of sign: NA Value of Sign: $ 650 Estimated Date of Completion: NA Will the sign be located in a public drainage or utility easement?: Yes ✓ No NOTE: Please attach an elevation drawing to scale of the entire wall of the building to which the sign is to be affixed, accurately locating the sign. If the sign is free standing, attach a site plan showing the exact location of the sign in relation to the property lines and plans indicating the manner the sign and/or its support will be constructed. THE UNDERSIGNED HEREBYAGREES TO DO ALL WORK INACCORDANCE WITH CHANHASSEN CITY CODE AND THE RULINGS OF THE BUILDING INSPECTIONS DIVISION. Applicant's Signature: Property Management's Signature: (REQUIRED) J�Date:_//off' APPROVALS Building: Planning: Engineering: Date: Date: Date: Rev. IM Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Matthew K. Brokl' John F. Kelly Soren M. Mattick Henry A. Schaeffer, III Alina Schwartz Craig R. McDowell Marguerite M. McCarron • Also Licensed in Wlsonsin 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fax 631-452-5550 www.ck-law.cont oc0-os SCANNED CAMPBELL KNUTSON Professional Association tit Direct Dial • (651) 234-6222 E-mailAddress. snelsonQck-law.com Ms. Jean Steckling City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: GATEWAY NORTH Dear Jean: December 12, 2006 city OF CYr N't" SSE '7 1 D[ 0 1 3 2006 ENGINEERING DEPr.. Enclosed for the City's files please find the following original recorded City documents that were recorded with the plat by First American Title: 14) Development Contract between the City and Chanhassen Gateway Place, LLC dated April 10, 2006, recorded October 6, 2006 as Document No. A451284. Site Plan Agreement #06-05 between the City and Chanhassen Gateway Place, LLC dated February 27, 2006 for a three story apartment building with a variance for the reduction of nine enclosed parking spaces on Lot 1, Block 2, Gateway North. The Agreement was filed on October 6, 2006 as Document No. A451285. 3) Contract for Private Development between the Chanhassen EDA and Chanhassen Gateway Place, LLC dated April 10, 2006, recorded October 6, 2006 as Document No. A451286. 4) Grant of Permanent Easement from Chanhassen Gateway Place, LLC in favor of the City for drainage and utility and ingress and egress purposes over Lot 1, Block 2, Gateway North, which was filed October 6, 2006 as Document No. A451418. 5) Grant of Permanent Easement from Chanhassen Gateway Development, LLC in favor of the City for drainage and utility and ingress and egress purposes over Lot 1, Block 2, Gateway North, which was filed October 6, 2006 as Document No. A451419. Also enclosed for your files are copies of other recorded documents which were also filed with the plat, but forwarded to the Developer for its files: 6) Consent to Plat from Community Bank Corporation filed October 6, 2006 as Document No. A451283. Ms. Jean Steckling City of Chanhassen December 12, 2006 Page 2 7) Partial Release of Mortgage from Community Bank Corporation for Lot 1, Block 2, Gateway North, recorded on October 6, 2006 as Document No. A451287. 8) Warranty Deed from Gateway Development, LLC to Chanhassen Gateway Place, LLC for Lot 1, Block 2, Gateway North, recorded on October 6, 2006 as Document No. A451288. 9) Temporary Access Easement between Gateway Development, LLC and Chanhassen Gateway Place, LLC filed October 6, 2006 as Document No. A451289. 10) Driveway Easement Agreement between Gateway Development, LLC and Chanhassen Gateway Place, LLC recorded October 6, 2006 as Document No. A451290. Regards, CAMPBELL KNUTSON Professional Association BY � e� SuAn R. Nelson, Legal ssistant SRN:ms Enclosures Document No. OFFICE OF THE A 451285 COUNTY RECORDER CARVER COUNTY. MINNESOTA Fee- $ 46.00 Check#: 1 Certified Recorded on 10-06-2006 at 11:00 E AM ❑ PM Illllll85 hln�Ca VIYK CITY OF CHANHASSEN SITE PLAN 06-05 SPECIAL PROVISIONS THIS AGREEMENT (this "Site Plan Agreement") dated February 27, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and CHANHASSEN GATEWAY PLACE, LLC, a limited liability company (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a three story apartment building with a variance for the reduction of nine enclosed parking spaces (referred to in this Site Plan Agreement as the 'Project"). The land is legally described as Lot 1, Block 2, Gateway North, according to the recorded plat thereof on file in Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter; into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: Preliminary Plat dated received January 6, 2006, prepared by Westwood Professional Services, Inc. PlanB: (C1) Grading and Erosion Control Plan dated received January 6, 2006, prepared by Westwood Professional Services, Inc. PlanC: (C2) Utility Plan dated received January 6, 2006, prepared by Westwood Professional Services, Inc. PlanD: (C3) Sidewalk and Paving Plan dated received January 6, 2006, prepared by Westwood Professional Services, Inc. PlanE: (C4) Construction Detail dated received January 6, 2006, prepared by Westwood Professional Services, Inc. SP-1 acu+neo PlanF: (1,1.0) Landscaping Plan dated received January 6, 2006, prepared by Westwood Professional Services, Inc. PlanG: (A-1.0) Floor Plans dated received January 6, 2006, prepared by Sand Companies, Inc. PlanH: (A-1.1) Floor Plans dated received January 6, 2006, prepared by Sand Companies, Inc. PlanI: (A-1.2) Unit Plans dated received January 6, 2006, prepared by Sand Companies, Inc. PlanJ: (A-1.3) Unit Plans dated received January 6, 2006, prepared by Sand Companies, Inc. PlanK: (A-2.1) Elevations Plans dated received January 6, 2006, prepared by Sand Companies, Inc. Plan L: (A-2.2) Elevations Plans dated received January 6, 2006, prepared by Sand Companies, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2007. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall fumish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $ 63,800. This amount has been calculated at a rate of 110% of the actual value of improvement. The actual landscape material estimate is $58,000. The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Jamie J. Thelen Chanhassen Gateway Place, LLC. 307 Golf View Drive P. O. Box 10 Albany, MN. 56307 Phone: 320-202-3114 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On February 27, 2006, the City Council adopted the following motions: SP-2 •w . "The Chanhassen City Council approves the site plan with a variance for the reduction of nine enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions: a. The applicant shall replace the Colorado blue spruce specified on the landscape plan with an alternate evergreen species. b. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be set back a minimum of 10 feet from the property line. c. Additional information must be submitted pertaining to the height and materials used for the privacy fence located east of the tot -lot and picnic area. d. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. e. Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. The storm water pond should be platted in an outlot. f. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of S102 Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. g. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. h. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. i. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. SP-3 j. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. k. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips shall be placed around the building in amounts sufficient to control rutting. 1. The plans shall be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. in. Silt fence (Chanhassen Type 1) shall be installed around the north and east side of the pond within 24 hours of permanent outlet installation. n. The plans shall be revised to show inlet protection for sediment during construction for the trench drain at the garage and shall include a detail. o. Submit a detailed lighting and signage plan consistent with the Chanhassen Gateway PUD Development Design Standards. p. Building Official conditions: 1. The building must be protected with automatic fire sprinkler systems. 2. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. An accessible route must be provided to the building, parking facilities and public transportation stops. 4. All parking areas, including parking garage, must be provided with accessible parking spaces. 5. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. 6. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. q. Fire Marshal Conditions: 1. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 2. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. 3. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. 3.a 1-1990 regarding fire alarm systems. 3.b 4-1991 regarding notes to be included on all site plans. 3.c 7-1991 regarding pre -fire drawings. SP-4 Id 29-1992 regarding premise identification. 3.e 34-1993 regarding water service installation. If 36-1994 regarding proper water line sizing. 3.g 40-1995 regarding fire protection systems. 3.h 06-1991 regarding fire lane signage. 3.i 52-2005 regarding commercial plan review submittal criteria. 4. Show on utility plan location of post indicator valve (PIV). 5. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. 6. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 7. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. r. Approval of this site plan is contingent upon approval of the final plat for Gateway North. s. The applicant shall enter into a site plan agreement. t. The building shall comply with the Planned Unit Development building setback requirements u. The applicant shall revise the plans to show a clock on the vertical element of the building." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit 'B" and incorporated herein. SP-5 CITY OF CHANHASSEN 10. (SEAL) '-4odd Gerhardt, City Manager STATE OF MINNESOTA ) (sS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this,�day of Mw4 2006, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. KIM T. MEUWISSEN NOTARYkIBLW Notary Public -Minnesota 2; " My Commission Expires Jan 31, 2010 CHANHASSEN GATEWAY PLACE, LLC: BY: Jamie elen, Chief Manager STATE OF MIlVNESOTA ) COUNTY OF ar r o The foregoing instrument was acknowledged before me this IZ day of 2006 by Jamie Thelen, Chief Manager of CHANHASSEN GATEWAY PLACE, LLC, a Minnesota limited liability company, on behalf of the boriparry. DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC SP-6 FEE OWNER CONSENT TO SITE PLAN AGREEMENT GATEWAY DEVELOPMENT, LLC, a Minnesota limited liability company, fee owner of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this r—n% day of If f L l -W 2006. + ` PATRICIA M JAEB NovaPublic Pu�c ♦ Minnesota WCo .FxpmJan 31. titI STATE OF MMNESOTA ) COUNTY OF fir)) ( ss. GATEW Y DEVE OPMENT, LLC BY: Its The foregoing instrument was acknowledged before me this 5t" day of Cr fcgo 2006, by `�4)t I dG ti Z VVP ✓-} the GL'C�� of Gateway Development, LLC, a Minnesota limited liability coinpary, on behalf of the company. NOTARYNOTARYPUBLI� DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the �iat warranties. Provided the landscaping is in the condition required herein following such twelve (12) month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Pemrit, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. GC-8 F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recordine. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 am. to 7:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Pemrit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the propertys development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. GC-9 M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. gAplan\2005 planning cases\05-03 walgreens\site plan agreement.dm GC-10 Riley Legal Advisor: Krebsbach and Haik, Ltd. 225 South Sixth Street. Suite 4320 Purgatory 6112 333-740MN 55402 0 Fax:: 612 333-6959 Bluff Creek Engineering Advisor: Bart Engineering 4700 West 77th Street 35 Watershed District Minneapolis, MNFax: 95 952 832-2600 Fax: 952 632-2601 Web Site: http//wvrw.rileypurgatorybluffcreek.org May 3, 2006 Mr. Jamie Thelen Chanhassen Gateway Place, LLC P.O. Box 10 Albany, MN 56307 Re: Permit #2006-12: Gateway North; Chanhassen Dear Mr. Thelen: The Board of Managers of the Riley -Purgatory -Bluff Creek Watershed District has reviewed the plans and grading and land alteration permit application as submitted to the District for the Gateway North development in Chanhassen. The Managers approve of the grading and land alteration permit subject to the following conditions: 1. All conditions as outlined in the attached General Provisions are applicable. If you have any questions regarding the conditions of the District's permit, please call us at 952-832-2600. Sincerely, R6bert C. Obermeyer/ BARR ENGINEERING CO. Engineers for the District by the Board of Managers JRGA I Y-BLUFF CREEK WATERSHED DISTRICT Date: c: Paul Haik Mark Dillon Lori Haak V ::0DMA\PCD0CS\D0CS\247228U _ Presidenl a-D a Board of Managers Howard Peterson Mark Dillon Conrad Fiskness Michael Casanova Erin Ahola 1, Permit: #2006.12 Project Name: Gateway North: Chanhassen Approval Date: General Provisions 1. All erosion control measures shown on the plans must be installed prior to commencement of grading operations and be maintained until all areas altered on the site have been restored. If silt fence is used, the bottom flap must be buried and the maximum allowable spacing between posts is 4-foot on center. All posts must be either 2" x 2" pine, hardwood, or steel fence posts. If hay bales are used, all bales must be staked in place and reinforced on the downstream side with snow fence. The silt fence must be orange in color, which will be more evident and easier to locate for removal at the completion of the project. 2. All areas altered because of construction must be restored with seed and disced mulch, sod, wood fiber blanket, or be hard surfaced within two weeks from the completion of construction or no later than October 15, 2006. 3. Upon completion of construction and restoration of areas disturbed, the permit applicant is responsible for the removal of all erosion control measures installed throughout the site. 4. Street sweeping must be undertaken and completed on an as -needed basis. 5. At the entryway onto the site, a rock filter dike being a minimum of 2 feet in height and having maximum side slopes of 4:1 must be constructed. This rock filter dike will enable construction traffic to enter the site and also provide an erosion control facility. 6. The District must be notified in writing a minimum of 48 hours prior to commencement of construction. Upon receipt of this notification, a field inspection of the project site by the District's engineer will be undertaken to ensure that all erosion control measures have been properly installed. Construction cannot commence until this field inspection has been completed. 7. Upon completion of the project, the permit applicant is required to complete and submit the middle portion of the attached permit, indicating that the project has been completed. Upon receipt of this application, a field inspection of the site by the District's engineering advisor will be undertaken to ensure that all areas have been properly restored and that all erosion control measures throughout the project site have been removed. 8. The Riley -Purgatory -Bluff Creek Watershed District (RPBCWD), its officers, employees and agents review, comment upon, and approve plans and specifications prepared by permit applicants and their consultants for the limited administrative purpose of determining whether there is reasonable assurance that the proposed project will comply with the regulations and criteria of the RPBCWD and other state and federal agencies. The determination of the RPBCWD that issuance of this permit is appropriate was made in reliance on the information provided by the applicant. ::ODMA\PCDOCS\DOCS\247225\1 I A.I 9. The grant of this permit shall not in any way relieve the permittee, its engineer, or other professional consultants of responsibility, nor shall it make the RPBCWD responsible for the technical adequacy of the engineer's or consultant's work. The grant of this permit shall not relieve the permittee from complying with all conditions and requirements of the permit, which shall be retained, by the permittee with the permit. 10. The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of federal, state, or local laws or regulations. 11. This permit is permissive only. No liability shall be imposed upon the RPBCWD or any of its officers, agents or employees, officially or personally, on account of the granting of this permit or on account of any damage to any person or property resulting from any act or omission of the permittee or any of its agents, employees, or contractors. 12. In all cases where the doing by the permittee of anything authorized by this permit shall involve the taking, using, or damaging of any property, rights or interests of any other person or persons, or of any publicly owned lands or improvements or interests, the permittee, before proceeding therewith, shall obtain the written consent of all persons, agencies, or authorities concerned, and shall acquire all necessary property, rights and interest. 13. This permit is not transferable. The permittee shall make no changes, without written permission previously obtained from the RPBCWD, in the dimensions, capacity, or location of any items of work authorized by this permit. 14. The permittee shall grant access to the site at all reasonable times during and after construction to authorized representatives of the RPBCWD for inspection of the work authorized by this permit. 15. This permit may be terminated by the RPBCWD at any time deemed necessary in the interest of public health and welfare, or for violation of any of the provisions of this permit, unless otherwise provided in the special provisions. 16. Construction work authorized under this permit shall be completed on or before date specified above. The permittee may, in writing, request that the RPBCWD extend the time to complete the project and shall state the reason for any requested extension. 17. If dewatering is required and sump pumps are used, all pumped water must be discharged through an erosion control facility prior to leaving the construction site. Proper energy dissipation must be provided at the outlet of the pump system. ::ODMA\PCDOCS\DOCS\247228V 2 '8 / e-u,4 N"f A4. Se-A#-4 Ce, it Metropolitan Council Building communities that work December 21, 2005 Mayor Tom Furlong City of Chanhassen 770 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 RECEIVED DEC 2 3 2005 C'Ty OF CHANHASSEN RE: Livable Communities Local Housing Incentives Account Application — Gateway Place Dear Mayor Furlong: On December 7, the Metropolitan Council approved grants to local units of government to support affordable housing development and preservation. These grants are funded through the Council's Livable Communities Local Housing Incentives Account. We are pleased to inform you that the city of Chanhassen has been awarded a grant of $300,000 to support the Gateway Place housing development. This grant is one of six the Council approved in the final LCA funding cycle of 2005. The Metropolitan Council is pleased to work with local communities through the Livable Communities programs. Working in partnership we know we can build better communities and a stronger region that will provide continued good quality of life for all our citizens. Congratulations on the award of this grant. Do not hesitate to contact us whenever you wish to discuss regional issues. Sincerely, �04 .1 ,� n Peter Bell Chair cc: Todd Gerhardt, City Manager Guy Peterson, Director, Housing and Livable Communities w -rnetrocounca.org Metro Info Line 602-1888 230 East Fifth Street • St. Paul, Minnesota 55101-1626 • (651)602-1000 • Fax 602-1550 • TI Y 291-0904 M Equd Oppwt j Ep1cIW L• 3s.v • a }. [ 51 T ,b 1 � 1 ,. WW . . 1r / .don • • a� 05 5 MEMORANDUM TO: Todd Gerhardt, City Manager CITYOF FROM: Sharmeen Al-Jaff, Senior Planner CIIANBASSEN DATE: February 27, 2006 7700 Market Boulevard PO Box 147 SUBJ: GATEWAY NORTH /GATEWAY PLACE: Preliminary Plat Chanhassen, MN 55317 to subdivide Pert7' ro into three lots and two outlots and a Site Plan property Administration Request with Variances for the construction of a multi -family Phone:952.227.1100 building with a variance to the parking standards Fax:952227.1110 Building Inspections Planning Case 06-05 b Phone: 952.227.1180 Fax:952.227.1190 EXECUTIVE SUMMARY Engineering Phone: 952.227.1160 Replat a 6.26 acre parcel into three lots and two outlots and a site plan request for Fax: 952.227.1170 the construction of a 48-unit multi -family building with a variance to allow a Finance reduction of the number of enclosed parking spaces (the overall number including Phone: 952,227.1140 outdoor parking spaces exceeds the overall number required by ordinance). Fax 952.227.1110 Park 6 Recreation ACTION REQUIRED Phone:952227.1120 Fax: 952.227.1110 City Council approval requires a majority of City Council present. Recreation Center 2310 Coulter Phone:952.221.1400 e:952.22 .140d PLANNING COMMISSION SUMMARY Fax: 952.227.1404 The Planning Commission held a public hearing on February 7, 2006 to review the Planning a proposed development. The Planning Commission voted 6 to 0 to approve the Natural Resources Phone: 952.227.1130 request. The summary and verbatim minutes are item la of the City Council packet. Fax: 952.227.1110 RECOMMENDATION Public works 1591 Park Road Phone:952.227.1300 Staff recommends adoption of the motions as specified beginning on pages 14 & Fax 952,227.1310 15 of the staff report dated February 7, 2006. Senior Center Phone:952.227.1125 ATTACHMENT Fax: 952.227.1110 Web site Planning Commission Staff Report Dated February 7, 2006. www.d.chantassen.mn.us gAplanx2006 planning cases\06-05 gateway north subdivision -gateway place site plantexecutive summary.tim The City of Chanhassen 0 A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. i Ord EO H A W H • CITY OF CHANHASSEN STAFF REPORT PC DATE: February 7, 2006 F CC DATE: February27, 2006 REVIEW DEADLINE: March 7, 2006 CASE #: 06-05 Chanhassen Gateway BY: Al-Jaff, et al. PROPOSAL: Preliminary Plat to subdivide property into three lots and two outlets and a Site Plan Request with Variances for the construction of a multi -family building with a variance to the parking standards: GATEWAY NORTH /GATEWAY PLACE LOCATION: Northwest intersection of the future alignment of Highways 101 and 212. APPLICANT: Chanhassen Gateway Place, LLC P.O. Box 10 Albany, MN 56307 Jamie Thelen (320) 202-3100 jLthelenAasandcompanies.com Gateway Development, LLC 6385 Old Shady Oak Road Suite 230 Eden Prairie, MN 55344 Lynne Wyffels (952)941-7493 wyffelslna.shelard¢roun.com PRESENT ZONING: Planned Unit Development -Mixed Use 2020 LAND USE PLAN: Mixed Use ACREAGE: 6.2 Acres SUMMARY OF REQUEST: Preliminary plat to subdivide property into three lots and two outlets and a site plan request with variances for the number of enclosed parking spaces for the construction of a multi -family building. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. i • Location Map Gateway North/Gateway Place NW Corner Realigned Highway 101 & Future Planning Case No. 06-05 City of Chanhassen Lake Susan Highway 212 �.. SUBJECT PROPERTY SCANNED 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 2of18 PROPOSAL/SUMMARY The developer is proposing to replat a 6.26 acre parcel into three lots and two outlots. One of the lots is intended to house a multi -family building. The remaining two lots will be reserved for future housing developments. The outlots will contain a storm pond and a portion of existing Highway 101 right-of- way. The applicant is also requesting a site plan approval with a variance for the construction of the multi -family building. The site is located at the northwest intersection of the future alignment of Highways 101 and 212 and is zoned Planned Unit Development -Mixed Use. An apartment building is a permitted use in this district. Access to the site is gained off of the future extension of Lake Susan Drive. Utilities are available for the area. The three-story multi -family building with underground parking is well designed. It is situated west of future Highway 101, north of future Highway 212 and south of the future extension of Lake Susan Drive and will contain 48 units. The apartment building is proposed to range between one and three - bedroom apartments. Each apartment has a deck or patio. An outdoor picnic area and a tot -lot are located east of the building while parking is located to the west. The building will screen the majority of the parking from views along future Highways 212 and 101. The variance associated with this application deals with the total number of enclosed parking spaces. The overall number of parking spaces provided for this development exceeds ordinance requirements. This issue is discussed in further detail later in the staff report. Staff is recommending approval of the variance. The main materials on the building include vinyl siding and a masonry product shaped to mimic stone. The masonry product will be used along the lower portion of the building. The building has a defined entryway and an interesting roof line. Staff has discussed adding an element such as a clock on the vertical element of the building. This will add some visual ■o interest to the building. The applicant has agreed to add the clock is . On June 27, 2005, the City Council approved rezoning the subject property From Residential Single Family to Planned Unit Development -Mixed Use. The rezoning of the property also included adoption of guidelines and standards under which this site must be developed. The proposed building is consistent with the approved development standards. The applicant is proposing a sidewalk between the parking lot and the building, and at the rear of the building, leading to the tot -lot and picnic area. • 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 3 of 18 Staff is recommending approval of the subdivision and site plan with variances subject to the conditions of the staff report. BACKGROUND The applicant has met with the Planning Commission informally at two separate work sessions and held a neighborhood meeting on December 16, 2004. On January 4, 2005, the Planning Commission reviewed and approved the Concept PUD for the subject site. This plan was later approved by the City Council on January 24, 2005. hway Plans w /Site Layout honk %W Is d. R<aligwd Highway 101 hewHigh.. 212 P.Vo d Lighl<n Iaers<nion F.m Dlam 7.119111111 So th Silt Lotalion L.. B ,hK d h Highway 1011n1< hange On June 27, 2005, the City Council approved rezoning the property located at the northwest intersection of the future alignment of Highways 101 and 212 with an approximate area of 24 acres from Residential Single Family to Planned Unit Development -Mixed Use incorporating design standards. The final draft layout that was arrived at reflected a residential component within the area north and south of Lake Susan Drive with the highest density concentration facing future Highway 101. The portion of the site located south of the future alignment of Highway 212 consists of a mix of commercial and residential uses. In this instance, the residential part encompasses the western portion of the site while the commercial part occupies the remainder of the site, and faces Highways 101, 212, and Lyman Boulevard. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 4 of 18 The current proposal is for platting of the north site and site plan approval of the apartment building. ANALYSIS GENERAL SITE PLAN/ARCHITECTURE The development must comply with the Development Design Standards for Chanhassen Gateway (attached). A PUD is required to be developed to higher quality than other projects. The main building material consists of vinyl siding and a masonry product shaped to mimic stone. The masonry product will be used along the lower portion of the building. The building has a defined entryway, and interesting roof line. All four sides of the building have been given equal attention. The architecture provides visual interest and meets the standards of Chanhassen Gateway design standards. Parking for residents of the building is located underground. The apartment building is proposed to range between one and three - bedroom apartments. Each apartment has a deck. The roof line provides a variety in pitch while the building provides variety in height, articulation and materials. The proposed building maintains a minimum setback of 50 feet from future Highways 101 and 212 right-of-way. The city code requires a minimum setback of 30 feet from local or interior public right-of-way. The building maintains a 30- foot setback from future Lake Susan Drive right- of-way with the exception of the northeast comer of the building which appears to slightly encroach in the required setback. Staff Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 5 of 18 believes this is a minor adjustment that can easily be corrected. The building is proposed to maintain an average height of 34.7 feet. The PUD ordinance allows a maximum height of 35 feet. The tot -lot and picnic area are proposed to be screened by a fence and landscaping. Staff has no objection to this request; however, additional information must be submitted pertaining to the height and materials used for the fence. The trash enclosure is located inside the building in the underground parking lot. LIGHTING/SIGNAGE The applicant has not prepared a lighting plan for the proposed development. All light fixtures shall comply with the following criteria: 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian -scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Emphasis should be placed on building lights and poles located in close proximity to buildings. The applicant is showing entrance signage located east of the entrance into the site. No details have been provided for the sign. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. The sign shall not exceed 24 square feet in sign display area nor be greater than five feet in height. The sign shall be set back a minimum of 10 feet from the property line. COMPLIANCE TABLE Permitted Proposed Building Height 3 stories/35 feet 3 sto /34.7 feet TH 101 setback 50' parking, 50'building 50' parking, 50' building TH 212 setback 50' arkin , 50'building 50' parking, 50' building Lake Susan Drive Setback 30' arkm 30' buildin 30' parking, 29' building* Interior property line 0' parking and building 0' arkin 55' buildin Lot Coverage 50 percent 44.49 percent * The building appears to encroach into the required 30-foot setback from Lake Susan Drive. The applicant shall adjust the plans to maintain the required setback Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 6of18 WATER RESOURCES Storm Water Management Details on the storm sewer connections to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. The stone water pond should be platted in an outlot. Easements Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. Erosion and Sediment Control All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. The plans should be revised to show rock construction entrance installation per Chanhassen Detail Plate 5301. Wimco or similar inlet protection should be installed at all inlets that may receive storm water from the site per Chanhassen Detail Plate 5302A. All inlet protection must be inspected and maintained to comply with NPDES requirements. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed. Temporary stabilization of the exposed area should include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips should be placed around the building in amounts sufficient to control rutting. The plans should be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. Silt fence (Chanhassen Type 1) is needed around the north and east side of the pond within 24 hours of permanent outlet installation. The plans should be revised to show inlet protection for sediment during construction for the trench drain at the garage and should include a detail. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 7 of 18 Surface Water Management Fees All applicable water quantity and qualityfees have been paid. Other Agencies The applicant should apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley - Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase R Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. GRADING/DRAINAGE/EROSION CONTROL The existing site is about 7.73 acres in size and almost 100% of the area will be graded by MnDOT for the extension of the proposed Lake Susan Drive and by the applicant. The proposal includes three lots and an outlot. The current plans show an apartment building with underground parking. The applicant is proposing to grade the site to prepare the building pad, parking lot, and stormwater ponding areas. The parking lot and building drainage will be collected by a system of catch basins within the parking lot and conveyed by storm sewers to the proposed pond in the southwest corner of the site. The plans show a catch basin at the low point in the northwest comer of the building connecting to a proposed storm sewer within Lake Susan Drive. The developer must coordinate this design with MnDOT to ensure that the storm sewer m Lake Susan Drive is adequately sized for the additional runoff. The proposed pond outlet control structure discharges to the proposed Highway 212 storm sewer. Staff recommends that the storm sewer connect to the existing pipe, or the distance between the proposed outlet and the existing pipe be increased. The applicant must obtain MnDOT approval for this proposal. A public drainage and utility easement is required over the proposed pond. This easement shall cover the pond up to the 100-year high water elevation. The applicant has submitted pond sizing calculations for a 10- and 100-year, 24-hour storm event; minor revisions are necessary. The pond must be built to National Urban Runoff Program (NURP) standards in accordance with the City s Surface Water Management Plan (SWMP) and must satisfy the requirements of MPCA's phase 2 design standards. Storm sewer sizing calculations with a full-size map for a 10-year, 24-hour storm event are required. Proposed erosion control consists of silt fence along the east and south grading limits of the site. Staff is recommending that Type II, heavy-duty silt fence be used adjacent to all ponds and wetlands and extending Type I silt fence to the north along the west side. A rock construction entrance is proposed at the access off proposed Lake Susan Drive, but it must be minimum 75 feet long. All disturbed areas as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. The applicant should be aware that any off -site grading will require an easement from the appropriate property owner. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. The applicant must be aware that any retaining wall exceeding four feet in height must be designed by a registered structural engineer, with approved safety fence. A building permit from the City's Building Inspections Dept. must be obtained. 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 8 of 18 The applicant is required to obtain all necessary permits from the appropriate regulatory agencies including but not limited to MnDOT, Watershed District, MPCA, NPDES, etc. UTILITIES The site has access to public sanitary sewer and watermain from the proposed Lake Susan Drive and existing Highway 101. The developer proposes to wet tap the watermain within Highway 101, extend it to the east along the south side of the proposed Lake Susan Drive to serve the proposed building and the lots in the future phase. The watermain within the public street right-of-way will be a public utility. A private sanitary sewer service to the proposed building will be extended from the existing sanitary manhole within the proposed Lake Susan Drive extension at the northeast comer of Lot 1, Block 2. The installation of the private utilities for the site will require permits and inspections through the City's Building Department. An additional gate valve is needed for the north future phase (Lot 1, Block 1) private watermain. The underlying property has been assessed for sewer, water, and street improvements and there is no remaining assessment due payable to the City. The applicant has already paid off all SAC and sanitary and water hook-up fees. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Upon completion of the public utility improvements, the utilities will be turned over to the City for maintenance and ownership. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, Watershed District, Carver County, MnDOT, etc. STREETS The plans propose three full accesses off the proposed Lake Susan Drive, two to serve Lots 1 and 2, Block 2 and one to serve Lot 1, Block 1. No public streets are proposed in conjunction with this project. MnDOT proposes to extend Lake Susan Drive from existing Highway 101 to the proposed Highway 101 realignment. The timing of the Lake Susan Drive extension is unknown; therefore, the applicant must coordinate the proposed construction access with MnDOT. A temporary access of existing Highway 101 may be required. The proposed northwest full access of Lot 2, Block 2 must be realigned so that it is perpendicular with the existing Highway 101 and Lake Susan Drive intersection. The applicant must be aware that the MnDOT right-of-way turnback issue will not be resolved before this is platted. Also, the applicant must add a sidewalk along the north portion of Lot 1, Block 2 and show a sidewalk connection between the south and north sides of the proposed Lake Susan Drive. PARKING The PUD governing this proposal requires parking to meet the City Code requirements. Parking plans meet ordinance standards as to dimensions and total provided. Under the multi -family section of the ordinance, the applicant must provide 1'/z parking spaces per one -bedroom unit, one of which 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 9 of 18 must be enclosed, and two stalls for two -bedroom units and larger, 1'/2 of which must be enclosed. The applicant is proposing 4 one -bedroom units, 27 two -bedroom units, and 17 three -bedroom units. The ordinance also requires one visitor parking stall for every four dwelling units. The applicant is proposing 48 dwelling units which would translate to 12 visitor parking spaces The total enclosed parking required is 70. The applicant is providing 61 enclosed spaces. The enclosed parking spaces equate to one parking space per one bedroom unit and 1.295 parking spaces per two bedroom or larger unit. The total above -ground parking spaces required is 36 spaces. The applicant is providing 47surface parking spaces. The total number of parking spaces required for this development is 106. The applicant is providing 108. Even though the total number of spaces provided by this development exceeds ordinance requirements, the total number of underground parking is short 9 spaces. The applicant is requesting a variance from the enclosed parking requirement. If the variance is not approved, the plans would need to be revised to meet ordinance requirements. In that case, a condition can be added that reads "The underground parking plans must be revised to provide 9 additional spaces for a total of 70 enclosed parking spaces." Building Enclosed Above Ground Total Parking Parking _ 4-One Bedroom Units 4 2 6 27-Two Bedroom Units 40.5 13.5 54 17-Three Bedroom Units 25.5 8.5 34 Visitor Parking NA 12 12 Total Required 70 36 106 Total Provided 61 47 108 LANDSCAPING Landscaping requirements for the proposed development is shown in the following table: Landscaping Item Required Proposed Parking lot 1,533 landscape area 1,890 landscape area 6 overstory trees 7 overstory trees 3 islands/peninsulas 6 understory trees East/South property line - 6 overstory trees 18 overstory trees Bufferyard B, 570' 12 understory trees 20 understory trees 12 shrubs 48 shrubs berm provided North property line - 3 overstory trees 3 overstory trees Bufferyard B, 300' 6 understory trees 14 understory trees 12 shrubs 52 shrubs bean provided West property line - 2 overstory trees 2 overstory trees Bufferyard A, 160' 4 understory trees 4 understory 6 shrubs 16 shrubs Boulevard Trees — 1 per 30 feet — 13 overstory trees • 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 10 of 18 Landscaping Item Required Proposed Lake Susan Drive 13 overstory trees The applicant meets all landscaping requirements. Staff recommends that the applicant replace the Colorado blue spruce specified on the landscape plan with an alternate species of spruce or evergreen such as white spruce, Black Hills spruce, or white fir. Colorado blue spruce tends to become unsightly with age due to disease problems. TRAILS AND SIDEWALKS Maintaining and creating new pedestrian/bicycle routes to the subject site is very important. The construction of new Highway 101 will include the installation of a 10-foot trail along the east side of the highway. In conjunction with the construction of Highway 212, trails will be installed from Great Plains Boulevard to Lyman Boulevard, and along the north side of Lyman Boulevard. Appropriate and adequate internal sidewalk connections are planned to allow convenient and safe non -vehicular traffic throughout the site. Park dedication is not being required as part of the approval. Park dedication fees were prepaid with the application. SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official mad mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision . of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 11 of 18 C. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terns of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking- (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Subject to the revisions contained in the staff report, the proposed site plan is consistent with all plans and specifications and development design standards for the Chanhassen Gateway PUD Development Design Standards. VARIANCE FINDINGS The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. Finding: The literal enforcement of this chapter does cause an undue hardship. Due to the configuration of the housing being proposed, the requirement of 1.5 enclosed stalls per two - bedroom unit is not possible. In order to meet the ordinance standard, the applicant would have to convert 18 of the two and three -bedroom units to one bedroom units. The total number of required parking spaces is being met, only the location, enclosed vs. surface, is being altered. With a park and ride facility located across Highway 101 and south of the site within walking distance of the site, the potential for the use of mass transit is high. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. Finding: The conditions upon which this variance is based are not applicable to all properties that lie within the Planned Unit Development (PUD) District. PUDs may provide flexibility in the standards in an effort to meet comprehensive plan policies for the creation of diversified housing. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 12 of 18 C. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. Finding: The proposed variance is necessary to accommodate the proposed building within the constraints of the site. Parking in excess of the minimum requirements is being proposed. Only the number of enclosed parking spaces is being reduced. d. The alleged difficulty or hardship is not a self-created hardship. Finding: The proposed variance is necessary to accommodate the proposed building within the constraints of the site. The proposed unit types meet standards the city is encouraging: two and three -bedroom rental units. C. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. Finding: The granting of a variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. Finding: The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets. PRELIMINARY PLAT The applicant is proposing to subdivide 6.2 acres into 3 lots and 2 outlots. Lot 1, Block 1 has an area of 1.1 acres and is proposed to remain vacant at the present time. The Concept Plan showed a townhouse development on this lot. Lot 1, Block 2 has an area of 2.19 acres and is proposed to house the apartment building that is being reviewed concurrently with this subdivision request. Lot 2, Block 2 has an area of 2.28 acres and is proposed to remain vacant at the present time. The Concept Plan showed a townhouse development on this lot. Outlot A has an area of 0.38 acres and will house a storm pond. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 13 of 18 Outlot B is currently a portion of Highway 101. The west one-half right-of-way for Highway 101 was acquired via the Chanhassen Hills plats and MnDOT's purchase of "Parcel 267" from James A. Curry as shown on MnDOT Right -of -Way Map Number 10-18. Highway 101 is being realigned to the east; therefore the portion of the existing Highway 101 adjacent to this plat will be removed and the right-of-way vacated. Since "Parcel 267" was not platted right-of- way, this vacated right-of-way has been turned back to the underlying property, in this case, the parent property of the Gateway project. The property is zoned Planned Unit Development -Mixed Use. Access to the site is gained via Lake Susan Drive. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the Planned Unit Development - Mixed Use District and the zoning ordinance. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 14 of 18 Finding: The proposed subdivision is served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. RECOMMENDATIONS: PRELIMINARY PLAT "The Planning Coffiniission moommends appmvel e Chanhassen City Council approves the preliminary plat for Planning Case 06-05 for Gateway North as shown on the plans received January 6, 2006, subject to the following conditions: Submit storm sewer design calculations with full-size drainage map for a 10-year, 24-hour storm event. 2. Work with staff to revise the pond design calculations for the 10- and 100-year storm event. 3. Realign Lot 1, Block 2 full access perpendicular at Highway 101 and Lake Susan Drive intersection. 4. The applicant is required to coordinate with MnDOT on the full access at Lake Susan Drive and the storm pond outlet control sewer construction. 5. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. 6. On the grading plan: Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 15 of 18 a. Show an emergency over flow. b. Show stormwater pond easement. c. Show silt fence Type II around the proposed pond. d. Extend Type I silt fence to the north along the west side. e. Show minimum 75-feet construction rock entrance. f. Add a bench mark. On the utility plan: a. Show the watermain within the street Right -of -Way as a public utility. b. Revise the existing sanitary sewer flow direction. c. Add a note that any connection to any existing structure must be core drilled. d. Show all utility sewer pipe type, class, and size. e. Show all utility manholes rim and invert elevations. f. Add a gate valve to Lot 1, Block 1. 8. Plan and profile views are required for the entire public utility. 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 10. On the plans, show the pedestrian ramps and a sidewalk connection between the south and north sides of proposed Lake Susan Drive and add a sidewalk along the north portion of Lot 1, Block 2. 11. Temporary easements are required for any off -site grading. 12. The applicant must provide a proposed haul route for review and approval. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 15. Add City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, and 5301. 16. On the site plan, show the dimensions of the parking stalls and driveway widths. SITE PLAN "The Plawfing Commssien meammends approval e Chanhassen City Council approves the site plan with a variance for the reduction of nine enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions: Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 16 of 18 1. The applicant shall replace the Colorado blue spruce specified on the landscape plan with an alternate evergreen species. 2. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be set back a minimum of 10 feet from the property line. 3. Additional information must be submitted pertaining to the height and materials used for the privacy fence located east of the tot -lot and picnic area. 4. Details on the stone sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. 5. Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. The storm water pond should be platted in an outlot. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvne of Slone Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. 8. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 17 of 18 11. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips shall be placed around the building in amounts sufficient to control rutting. 12. The plans shall be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. 13. Silt fence (Chanhassen Type 1) shall be installed around the north and east side of the pond within 24 hours of permanent outlet installation. 14. The plans shall be revised to show inlet protection for sediment during construction for the trench drain at the garage and shall include a detail. 15. Submit a detailed lighting and signage plan consistent with the Chanhassen Gateway PUD Development Design Standards. 16. Building Official conditions: a. The building must be protected with automatic fire sprinkler systems. b. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. An accessible route must be provided to the building, parking facilities and public transportation stops. d. All parking areas, including parking garage, must be provided with accessible parking spaces. e. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. f. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 17. Fire Marshal Conditions: a. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. b. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. c. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. c.l 1-1990 regarding fire alarm systems. c.2 4-1991 regarding notes to be included on all site plans. c.3 7-1991 regarding pre -fire drawings. c.4 29-1992 regarding premise identification. C.5 34-1993 regarding water service installation. c.6 36-1994 regarding proper water line sizing. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 18of18 c.7 40-1995 regarding fire protection systems. c.8 06-1991 regarding fire lane signage. c.9. 52-2005 regarding commercial plan review submittal criteria. d. Show on utility plan location of post indicator valve (PIS. e. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 g. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 18. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 19. The applicant shall enter into a site plan agreement. 20. The building shall comply with the Planned Unit Development building setback requirements 21. The applicant shall revise the plans to show a clock on the vertical element of the building." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Memo from Fire Marshal Mark Littfin dated January 12, 2006. 5. Chanhassen Gateway PUD Development Design Standards. 6. Plans dated received January 6, 2006. gAplan\2006 planning cases\06-05 gateway north subdivision -gateway place site plan\staff report pc.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Chanhassen Gateway Place, LLC for a Preliminary Plat to subdivide property into three lots and two outlots (GATEWAY NORTH) and a Site Plan request with variances for the construction of a multifamily building (GATEWAY PLACE) — Planning Case No. 06-05 On February 7, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Chanhassen Gateway Place, LLC for Preliminary Plat to subdivide property into three lots and two outlots and a Site Plan request with variances for the construction of a multi -family building for the property located at the northwest intersection of the future alignment of Highways 101 and 212. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned PUD, Planned Unit Development — Mixed Use. 2. The property is guided in the Land Use Plan Mixed Use development. 3. The legal description of the property is attached as exhibit A. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; 0 f. The proposed subdivision will not conflict with easements of record, but shall provide all new required easements. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. 5. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. Consistency with this division; c. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. Creation of functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. I:] 6. The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. c. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. d. The alleged difficulty or hardship is not a self-created hardship. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood 7. The planning report #06-05, dated February 7, 2006, prepared by Sharmeen A]-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat and Site Plan with a variance for reduction in the number of enclosed parking spaces. ADOPTED by the Chanhassen Planning Commission this 70' day of February, 2006. CHANHASSEN PLANNING COMMISSION Lim Its Chairman P 0 EXHIBIT A PROMTY 0, 4MPTlON (provided by ltie00 PA9tft I (rv'•hrd f;haya3) INof t f of Me -af hdt of fro A`ofto dot porter It 5d01ion 21, :o.tra60 116 M1trf/4 )Tanga 23 Rrot tbrn of Coo6t} �,III9 dev✓Mea 06 to*"- CORleem 19 of Ole fierm."t Comer of reef rxcfbn 24 trotter, a'wq tea wvfr d Se fort. 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Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION YKIN I Applicant Name and Address: Chanhassen Gateway Place, LLC PO Box 10 Albany, Minnesota 56307 Contact: Jamie Thelen Phone: (320) 202-3100 Fax: (320) 202-3139 Email: JJThelen@SandCompanies.com Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Nonconforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review ✓ Site Plan Review* -00 + (0 AS) = -740 (4 B u(Ni+S) ✓ Subdivision- 30o (3 lo4-s of less) Planning Case No. 1 ( — 05 RECEIVEDSSEN JAN 0 6 2006 BEN PLANNING DEPT Owner Name and Address: Gateway Development, LLC 6385 Old Shady Oak Road Suite 230 Eden Prairie, MN 55344 Contact: Lynne Wyffels Phone: (952) 941-7493 Fax: (952) 215-3701 Email: wyffelsl@shelardgroup.com Temporary Sales Permit Vacation of Right-of-Way/Easements Variance Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment Notification Sign'* - $75+ Escrow for Filing Fees/Attorney Cost*** - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEES 450.00 �fL An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. Twenty-six (26) full-size folded copies of the plans must be submitted, including an 8% X 11' reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. " Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. ' Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. aCANNED 0 PROJECT NAME: Gateway North (Plat Name) Gateway Place (Project Name) LOCATION: NW Quadrant of new Highways 101 & 212 LEGAL DESCRIPTION: See preliminary plat TOTAL ACREAGE: 6.2582 WETLANDS PRESENT: YES ✓ NO PRESENT ZONING: Planned Unit Development -Mixed Use, PUD REQUESTED ZONING: Planned Unit Development -Mixed Use, PUD PRESENT LAND USE DESIGNATION: Vacant REQUESTED LAND USE DESIGNATION: Multifamily REASON FOR REQUEST: Plat & Subdivide This application must be completed in full and be typewritten or dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. ature Applicant of Fee Owner January 6, 2006 Date Date G9planft ms0evelopment Review Applimbon.DOC SCANNED Rev. 4/05 E CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on January 26, 2006, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Gateway North/Gateway Place — Planning Case No. 06-05 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this,2 day of 2006. l Notary Vubli �c J( KareJ. Eng lh dt, 136phty Clerk j'7Q'tmyNC KIM T. MEUWISSEN ota ry P Il Minnesota ommission ExpiresJan 3Z to101 {CANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 7, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Subdivision request to subdivide property into three lots and Proposal: two outlots and a Site Plan request with Variances for the construction of a multifamily building on property zoned PUD- Mixed Use —GATEWAY NORTHIGATEWAY PLACE Planning File: 06-05 Applicant: Chanhassen Gateway Place, LLC Property Northwest intersection of Highways 101 and future 212 Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail Jaff Oci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wefland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialrndustdal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Date & Time: Tuesday, February 7, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Subdivision request to subdivide property into three lots and two outlots and a Site Plan request with Variances for the Proposal: construction of a multifamily building on property zoned PUD- Mixed Use —GATEWAY NORTWGATEWAY PLACE Planning File: 06-05 Applicant: Chanhassen Gateway Place, LLC Property Northwest intersection of Highways 101 and future 212 Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail saliaff@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Prmedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Plannina Staff person named on the notification. I.alis Susan SUBJECT PROPERTY This map is neither a legally recorded map nor a survey antl is not intended to be used as one. This map is a compilation of records, iromiation and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map ere error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring evading measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952.227-1107. The preceding disclaimer is pro ridetl pursuant to Minnesota Stables §466.03. Subd. 21 (2000), and Me user of this coop acknowledges that the City shall not be liable for any damages, and a mnessly waives all claims, and agrees to defend, interiority, and hold harmless the City from any and all claims brought by User, its employees or agents, or Mind pares which arise out of the users access or use of data provided. take suns SUBJECT PROPERTY Tins map is merrier a legally recorded map nor a survey antl is not intended to be usetl as aria. This map is a completion of records, information and data located in Vanous city, county, state and federal offices and other spumes regarding the area shown. and is to be used for reference purposes only. The City does nor warrant that the Geographic Information System (GIS) Data used to pmpam this map are error free, and the City does not represent that the GIS Data can be used for navigational, traclung or any other purpose requiring eracling measurement of distance or direction or precisim in Me depiction of geographic features. If emo5 or discrepancies are found please contact 952-227-1107. The preceding disclaimer is providetl pursuant to Minnesota Salutes §466.03. Subd. 21 (20)0). and Me user of this map acknowledges that the City shall not be liable for any damages, and whom sly waives all Gains, and agrees to defend, indermity, and hold harmless the City from any and all claims brought by User, its employees or agents. or Chid pares which arse W of the user's access or use of data provided. 2 ABBA J TREGOBOV & 8714 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 BENJAMIN R K & DONNA M JOHNSON 8521 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 BRYAN J & LISA C VAN NINGEN 8686 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 CHRISTOPHER T & AIMEE J ADAMS 8690 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 DAVID S & JANICE A LUNDQUIST 8705 MARY JANE CIR CHANHASSEN, MN 55317-9646 GREG ALLAN MILLER 8801 LAKE SUSAN CT CHANHASSEN, MN 55317-9656 GREGORY J & SUSAN L HENKEL 8699 MARY JANE CIR CHANHASSEN, MN 55317-9646 JAMES A CURRY 6105 EDEN PRAIRIE RD #17 EDINA, MN 55436-1250 JORDAN & ANGELA LEMM 861 LAKE SUSAN DR CHANHASSEN, MN 55317-9649 AL & MARY JANE KLINGELHUTZ 8600 GREAT PLAINS BLVD CHANHASSEN, MN 55317-9763 BRIAN & LOUANN KLINGELHUTZ & 8860 CO RD 10 E WACONIA, MN 55387-9560 CHRISTOPHER & ANGELA CROOK 8702 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 DANIEL M & MELISSA L HERZOG 8790 LAKE SUSAN CT CHANHASSEN, MN 55317-9656 DENNIS H & RUTH L LAUFENBURGER 8673 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 GREGG A & MICHELLE D ALINE 8705 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-8333 HUSSAM HASSOUN 8537 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 JAMES JONATHON SOMMERS & 8683 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 JUDITH A & STEPHEN C SLACK 8675 CHANHASSEN HLS DR N CHANHASSEN. MN 55317-9651 BARRY S & MICHELLE K ERVIN 8525 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 BRIAN W & KRISTIN A HOULE 880 LAKE SUSAN DR CHANHASSEN, MN 55317-9648 CHRISTOPHER & DEBORA K HOL 8687 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 DAVID M SMITH & 8568 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 G MATTHEW PALMERSHEIM & 8576 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 GREGG R & GERALDINE BARETTE 8695 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 JAMES & SARA BORNES 8715 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-8333 JOHN T SNATER 8572 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 JUDSON E & JILL C SNELL 8694 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 LESLIE E TIDSTROM LISA K MOORE MARK & KRISTINA SCHWENDINGER 8679 CHANHASSEN HLS DR N 8682 CHANHASSEN HLS DR N 8708 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 CHANHASSEN, MN 55317-9650 CHANHASSEN, MN 55317-9650 Ll MARK R & STACEY G LAKOSKY 8533 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 MICHAEL B & CATHERINE ANDERSON 8709 MARY JANE CIR CHANHASSEN, MN 55317-9646 PETER & JESSICA HESS 8545 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 RONALD G & JOYCE L HORR 8513 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 SO VAN LY & 8509 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 STEVE J & MARY A PANENO 8564 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 US WEST NEW VECTOR GROUP INC PO BOX 7028 BEDMINSTER, NJ 07921-7028 MARK S & TRACY L KURVERS 8560 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 MICHAEL G & KAREN L MCNEIL 8695 MARY JANE CIR CHANHASSEN, MN 55317-9646 PHOULITHAT PHANDANOUVONG & 8529 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 RUSSELLG BAHENSKY 8552 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 STATE OF MINNESOTA - DOT 395 JOHN IRELAND BLVD 631 TRANSPORTATION ST PAUL, MN 55155-1801 THOMAS A & GRETA K ROSE 8541 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 MICHAEL & MELISSA ROHRMOSER 8698 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 NORMAN & JACQUELINE ENGEL 8699 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 R STEVEN & MAURA BARNETT 8709 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-8333 SCOTT E & JANICE A SCHUTTER 8691 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 STEPHANY K JOHNSON 8517 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 TROY & JENNIFER HOLASEK 8556 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 • 0 Public Hearing Notification Area (500 feet) Gateway North/Gateway Place NW Corner Realigned Highway 101 & Future Highway 212 Planning Case No. 06-05 City of Chanhassen Lake Susan 8 SUBJECT PROPERTY T700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227,1100 Fax: 952.227.1110 Building Inspections Phone:952227.1180 Fax: 952 227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952 227.1110 Park III Recreation Phone: 952.227,1120 Fax 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax: 952 227.1404 Planning & Natural Resources Phone: 952227.1130 Fax: 952.227.1110 Public Worbs 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.clianhassennn.us 0 MEMORANDUM TO: Sharmin Al-Jaff, Senior Planner FROM: Mark Littfin, Fire Marshal DATE: January 12, 2006 SUBJ: Gateway Northgate Place; Subdivision request to subdivide property into three lots and one outiot and a site plan request for the construction of a multi -family building on property zoned PUD-mixed use and located at the northwest intersections of Hwy 101 and future 212. Applicant is Chanhassen Gateway Place, LLC. Planning Case: 06-05 I have reviewed the site plan for the above project. In order to comply with the Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or city ordinancelpolicy requirements. The site plan is based on the available information submitted at this time. If additional plans or changes are submitted, the appropriate code or policy items will be addressed. 1. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 2. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. 3. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. a. 1-1990 regarding fire alarm systems. b. 4-1991 regarding notes to be included on all site plans. c. 7-1991 regarding pre -fire drawings. d. 29-1992 regarding premise identification. e. 34-1993 regarding water service installation. f. 36-1994 regarding proper water line sizing. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geal place to live, work, and play. Sharmin Al-Jaff, Senior Planner Page 2 January 12, 2006 g. 40-1995 regarding fire protection systems. h. 06-1991 regarding fire lane signage. i. 52-2005 regarding commercial plan review submittal criteria. 4. Please show on utility plan location of post indicator valve (PM. 5. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. 6. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 7. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all- weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. g:\safetyMl\plrevO6-05 9 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY # 06-1991 REQUIREMENTS FOR FIRE LANE SIGNAGE 1. Signs to be a minimum of 12" x 18". NO PARKING 2. Red on white is preferred. FIRE LANE 3. 3M or equal engineer's grade reflective sheeting on aluminum is preferred. 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at 100 foot intervals along the fire lane. 6. All signs shall be double sided facing the direction of travel. 7. Post shall be set back a minimum of 12" but not more than 36" from the curb. (NOT TO t-J GRADE 8. A fire lane shall be required in front of fire dept. SCALE) connections extending 5 feet on each side and along all areas designated by the Fire Chief. ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. Revisions 6/10/02 3/22/05 Fire Lane Instillation 06-1991 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY FIRE SPRINKLER SYSTEMS 1. Extinguishing systems for kitchen hoods, spray booths and similar locations require a separate permit. 2. A minimum of two sets of plans is required. Send, or drop off plans and specifications and calculations to: Fire Inspections Attn: Mark Littfrn, Fire Marshal City of Chanhassen 7700 Market Boulevard P O Box 147 Chanhassen, MN 55317 3. Post indicators are required and must have tamper protection. 4. All control valves must be provided with tamper protection. 5. All system tests must be witnessed by the Chanhassen Fire Marshal. Appointments can be made by calling the Fire Marshal at (952)-227-1150 between 8:00 AM and 4:00 PM, Monday through Friday. Please try to arrange tests at least 24 hours in advance. 6. Main drains and inspector test connections must be piped to the outside atmosphere 7. Water may not be introduced into sprinkler piping from the City main until the Fire Marshal witnesses a flush test per NFPA 2002 10.10.2.1. 8. The City of Chanhassen has adopted Chapter 1306 including item E 1 of the Minnesota State Building Code. 9. The entire sprinkler system must be designed and installed per current applicable standards, i.e. 13, 131), 13R and current Minnesota State Building Code, Chapter 9. Fire Sprinkler Systems 40-1995 Page 1 of 3 10. All equipment installed in a fire protection system shall be UL listed or factory mutual approved for fire protection service. 11. Fire protection systems that are hydraulically calculated shall have a 5 psi safety factor at maximum system flow. 12. Include spec sheets for fire sprinkler heads -dry pipe/pre-action valving. 13. The definition of inspection is contained in MN Rule 7512.0100 Subpart 10, and states that inspection means: • Conducting a final acceptance test. • Trip test of dry pipe, deluge or pre -action valves. • A test that an authority having jurisdiction requires to be conducted under the supervision of a contractor. Only licensed fire protection contractors are permitted to conduct these tests. • All other inspections including the inspector's test, main drain and other valves are permitted under MN Rule 7512.0400 Subpart-2G, as maintenance activities and do not require a license as a fire protection contractor. • Rough -in inspection required if piping or hangers will be concealed. • 2 hour 200# wet pressure test including the fire department connection. • 24 hour air pressure test (for dry systems only) • System must be 100% tested prior to caging for inspection. • 2 hour 200 # wet pressure test of dry pipe systems. 14. A UL 72 certificate is required for sprinkler monitoring. 15. A zone map will be required for all multi -riser systems. The map must be permanently mounted adjacent to the sprinkler riser. 16.On Spec Warehouse projects: • Ordinary group 2 designs will be accepted for the shell building. • Upon tenant finish, a review for storage height and commodity class will need to be reviewed for proper sprinkler protection. 17. Back flow prevention devices must be one of the following per Minnesota State Plumbing Code Sec. 4715.2110: RPZ (reduced pressure zone) DCVA (double check valve assembly) 18. Sprinkler contractor is responsible for choosing the appropriate density and for the accuracy of hydraulic calculations. Fire Sprinkler Systems 40-1995 Page 2 of 3 19. Sprinkler systems with specialized design criteria (i.e. high pile storage, flammable liquids) must include a code analysis of the proposed design including specific code references. 20. Exterior combustible decks on R-1 apartment buildings shall have sprinkler protection above. 21. Dry valve trip test -water to flow from inspector's test within 60 seconds on systems containing more than 750 gallons. Accelerators and/or exhausters will be required if the 60 second requirement is not met. Revisions 6/10/02 3/22/05 Fire Sprinkler Systems 40-1995 Page 3 of 3 CHANHASSEN FUZE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 MAXIMUM ALLOWED SIZE OF DOMESTIC WATER SERVICE ON A COMBINATION DOMESTICNIRE SPRINKLER SUPPLY LINE 1. Domestic water line shall not be greater than '/. pipe size of the combination service water supply line. 2. 1 ''/2" domestic off 6" line. 3. 2" domestic off 8" line. 4. 2'/s domestic off 10" line. Option l: Domestic sizes may be increased if it can be calculated hydraulically that the demand by all domestic fixtures will not drop the fire sprinkler water below its minimum gallonage required. Option 2: Combination domestic and fire line service shall have an electric solenoid valve installed on the domestic side of the service. This valve shall be normally powered open and close on loss of electric power or signal from the system water flow indicator. Must be approved by the Chanhassen Fire Marshal and Chanhassen Mechanical Inspector. Revisions 6/10/02 3/22/05 Combination Water Service Lines 36-1994 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 WATER SERVICE INSTALLATION POLICY FOR COMMERCIAL AND INDUSTRIAL BUILDINGS 1) The Inspections Division shall be responsible for issuance of permits No permit shall be issued until approval of plans have been obtained from the following: a) Engineering Department b) Fire Marshal c) Minnesota Department of Health d) Plumbing Inspector 2) Mechanical inspectors will do all installation inspections and witness the hydrostatic and conductivity tests. Call (952) 227- 1180 to schedule an inspection. Inspection and Test Requirements a) All pipes shall be inspected before being covered. Phone (952) 227- 1180, to schedule inspections. A 24 hour notice is required. b) Conductivity test is required The pipe shall be subjected to minimum 350 amp test for a period of not less than 5 minutes. c) Hydrostatic test required. All pipe shall be subjected to a hydrostatic pressure of 150 PSI for 2 hours. Allowable pressure drop shall not exceed 1 PSI. d) Pipe shall not be run under buildings - NFPA 24, 8-3.1. 3) Upon approval of the hydro test, the plumbing inspector shall submit a copy of the inspection report to the utility superintendent. The inspection report shall note whether the system is ready for main flush and drawing of water sample for the bug test. 4) Water main flushing shall be witnessed by the utility superintendent. a) Watermain flushing may be scheduled by contacting the utility Water Service Installation 34-1993 Page 1 of 2 superintendent at 952-227-1301. A 24 hour notice is required b) The utility superintendent shall obtain a water sample for a bacteria test after the main flush and deliver to a testing company. The contractor shall be responsible for testing costs. Allow two weeks for testing results to be returned to the City. c) Upon receiving approval of the water sample test, the utility superintendent shall submit a copy to each plumbing inspector and turn water on to the tested and approved sections of the piping. 5) An additional supervised flush and flow test will be required and witnessed by the Fire Marshal for services supplying fire suppression systems. The flush and flow test shall be performed in accordance with 2002 NFPA Sec. 10.10.2.1. Contact the Chanhassen Fire Marshal at (952) 227-1151. 6) Watermain installations shall comply with: a) Minnesota Plumbing Code, Chapter 4715 b) Chanhassen Engineering Department, Watermain Specifications c) National Fire Protection Association, Chapter 24 7) Only authorized city employees are permitted to operate city water control valves. For water turn on or off contact the utility superintendent by phone (952) 227-1308. A 24-hour notice is required. Revisions 6/12/02 3/22/05 Water Service Installation 34-1993 Page 2 of 2 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY General Numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. Size and location of numbers shall be approved by one of the following — Fire Marshal, Fire Inspector, Building Official, Building Inspector. Requirements are for new construction and existing buildings where no address numbers are posted. Other Requirements - General 1. Numbers shall be a contrasting color from the background. 2. Numbers shall not be in script. 3. If a structure is not visible from the street, additional numbers are required at the driveway entrance. Size and location must be approved. 4. Numbers on mail box at driveway entrance may be a minimum of 4". However, requirement #3 must still be met. 5. Administrative authority may require additional numbers if deemed necessary. Residential Requirements (2 or less dweWm2 unit) 1. Minimum height shall be 5 inches. 2. Building permits will not be fmaled unless numbers are posted and approved by the Building Department. Premises Identification 29-1991 Page 1 of 2 Commercial Requirements 1. Minimum height shall be 12". 2. Multi -Tenant Buildings a. Building address range, minimum height of 12 inches. b. Address numbers required on all tenant doors. Minimum height of 6 inches. 3. If address numbers are located on a directory entry sign, additional numbers will be required on the buildings main entrance. s. Signage on overhead/ delivery doors will also be required. Revisions 6/10/02 3/22/05 Premises Identification 29-1991 Page 2 of 2 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 POLICY REGARDING PREPLAN Prior to issuing the Certificate of Occupancy, a pre -plan, site plan shall be submitted to the Fire Department for approval. The following items shall be shown on the plan. 1) Building footprint and building dimensions 2) Fire lanes and width of fire lanes 3) Water mains and their sizes, indicate looped or dead end 4) Fire hydrant locations 5) P.I.V. - Fire Department connection 6) Gas meter (shutoff), NSP (shut off) 7) Lock box location(s) 8) Fire walls, if applicable 9) Roof smoke vents, if applicable 10) Interior fire walls 11) Exterior doors (garage doors also) 12) Location of fire alarm panel 13) Sprinkler riser location 14) Exterior L.P. storage, if applicable 15) Haz. Mat. storage, if applicable 16) Underground storage tanks locations, if applicable 17) Type of construction walls/roof 18) Standpipes 19) Fire Department make up exhaust controls for parking garages 20) Smoke evacuation system controls 21) Elevator shafts 22) Special Fire Suppression System Room 23) Interior Roof Access 24) Attic Access Hatch 25) Outside emergency generators SIZE: 11x17, 81/2 x11 or larger plans will be accepted A digital version in group 4 TIFF format may be required to be submitted with the paper version of the plan. PLEASE NOTE: Plans with topographical information, contour lines, easement lines, property lines, setbacks, right-of-way lines, headings, and other related lines or markings, are not acceptable, and will be rejected Revisions 6/10/02, 3/22/05 Pre -Plans 07-1991 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT NOTES TO BE INCLUDED ON ALL SITE PLANS 1. Fire Marshal must witness the flushing of underground sprinkler service line, per NFPA 13 2002 10.10.2.1 2. A final inspection by the Fire Marshal before a Certificate of Occupancy is issued 3. Fire Department access roads shall be provided on site during all phases of construction. The construction of these temporary roads will conform with the Chanhassen Fire Department requirements for temporary access roads at construction sites. Details are available. 4. Onsite fire hydrants shall be provided and in operating condition during all phases of construction. 5. The use of liquefied petroleum gas shall be in conformance with NFPA Standard 58 and the Minnesota Uniform Fire Code. A list of these requirements is available. (See policy #33-1993) 6. All fire detection and fire suppressions sv terns shall be monitored by an approved UL central station with a UL 72 Certificate issued on these systems before final occupancy is issued 7. An 11" x 14" As Built shall be provided to the Fire Department. The As Built shall be reproducible and acceptable to the Fire Marshal. (See policy #07-1991). 8. An approved lock box shall be provided on the building for fire department use. The lock box should be located by the Fire Department connection or as located by the Fire Marshal. 9. Hi - iled combustible storage shall comply with the requirements of Article #23 of the Minnesota International Fire Code. High -piled combustible storage is combustible materials on closely packed piles more than 15' in height or combustible materials on pallets or in racks more than 12' in height. For certain special -hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc. the critical pile height may be as low as 6 feet. 10. Fire lane si a e shall be provided as required by the Fire Marshal. (See policy #06-1991). 11. Maximum allowed size of domestic water service on a combination domestic/fire sprinkler supply line policy must be followed (See policy #36-1994). Revisions, 5/15/03, 3/22/05 Notes For Site Plan 04-1991 Page I of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952) 227- 1150 FAX: (952) 227-1190 FIRE ALARM SYSTEMS #01-1990 Fire alarm system shall meet the requirements of 20001FC and the current standard of NFPA 72. 2. Two (2) sets of plans shall be submitted to the Fire Department for approval. Plans shall include: a. Connection diagrams. b. Specification data sheets. C. Schedules, for each device, including: location, function, and zoning. d. Complete diagrams indicating: devices, components, interconnecting wiring, indicate labeling and descriptions on equipment. e. Floor plans indicating device and component locations, conduit, raceway and cable routes. f. Power connections, including source and branch circuit data g. Plan layout and details of: fire alarm control panel, fire alarm subpanels/transponders, annunciator. 3. Wiring may be either a Class A or Class B Wiring System. (Exception: When a fire alarm system is used to actuate an extinguishing system that protects a special hazard with high value, Class A circuitry will be required. 4. All components of the system must be U.L. fisted for their application, compatible and installed per current applicable NFPA 72, (99) National Electric Code and manufacturer's requirements. 5. Alarm verification is required for all systems using smoke detectors. 6. When Central Station notification is required or otherwise provided, it must be through a U.L. listed communicator, or NFPA Listed Control Panel. All Central Stations must be U.L. listed 7. Alarm horn must meet audibility requirement of NFPA 72, which would normally require an alarm hom in each unit. 8. The system shall be zoned per Chanhassen Fire Department requirements. 9. A U.L. 72 Certificate is required on the system The U.L. 72 Certificate shall be current and required for the life of the alarm system and the life of the building. A copy of the U.L. 72 application OR certificate must be provided prior to the final of the building. 10. A fiilly-function annunciator must be provided per Fire Marshal approved location if the control panel is remotely located. 11. All systems using standard horns or speakers must be set for temporal time. Fire Alarm Policy 01-1990 Pagel of 2 12. The Chanhassen Fire Marshal must be contacted for final inspection of the completed job. The inspection will include the following. Approved and acceptance must comply with NFPA 72. a. Test for proper operation of each device. b. Random testing for system trouble. C. Random testing for ground fault trouble. d. Correct operation on battery or standby power. 13. Remote alarm indicating devices are required at locations when duct detectors are not visible from floor. 14. All pull stations will need approved covers to prevent accidental activation. 15. A permit application signed by the low voltage contractor or electrical engineer. 16. Water flow alarm must be monitored as a distinct signal. 17. Low air pressure on sprinkler systems containing air pressure shall be monitored. 18. Devices designed to initiate a specific function or action i.e. duct smoke detection, elevator recall, and door hold open detectors shall be monitored only for supervision. 19. Power supply for alarm systems must be on a dedicated circuit. Breakers for all alarm system components, including exterior sprinkler alarms must have approved locking devices to prevent the accidental disconnecting of power. 20. Monitoring systems must comply with NFPA 72 including panel requirement for audible trouble signals and must have two means of signal transmission. 21. A zone map is required on all multiple sprinkler riser or zoned systems. The map must be permanently mounted adjacent to sprinkler riser, alarm panel and annunciator panel. 22. Completion of NFPA 72, installation/testing forms. Revisions 5/15/03 3/22105 Fire Alarm Policy 01-1990 Page 2 of 2 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952) 227- 1150 FAX: (952) 227-1190 PROJECT: ADDRESS: OCCUPANCY TYPE: OCCUPANCY: CONTACT NAME: ADDRESS: PHONE: FAX: New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 1 of 3 FIRE DEPARTMENT POLICY NEW/EXISTING CONSTRUCTION/REMODEL AND PLAN SUBMITTAL CRITERIA FOR COMMERCIAL BUILDING 1. Submittals for building permits must include detailed information relating to the proposed use and occupancy classification of the building. 2. Complete and submit a Hazardous Materials Inventory Statement documenting the quantities and classifications of hazardous materials to be used or stored inside or outside of the facility. Hazardous materials must be classified according to the Minnesota Fire Code. Yes No N/A 3. Provide a storage arrangement plan describing materials to be stored, the quantities and heights of storage. Storage of combustible materials exceeding 12' in height and storage of high hazard commodities exceeding 6' in height must meet the requirements of the Minnesota Fire Code. A completed high -piled storage worksheet is required. Yes _ No _ N/A _ 4. Provide a list of special operations such as welding, cutting and other hot -work, battery charging stations, application of combustible or flammable finishes, dip -tank operations, laser use, medical gas use and storage, etc. Yes _ No _ N/A _ 5. Provide floor plans indicating locations and specifications of equipment such as spray booths, industrial ovens, commercial cooking equipment, exhaust hoods, dust collectors, parts cleaning equipment, forklift and industrial battery charging stations, etc. Yes No N/A 6. Provide floor plans showing locations of roof and attic access, electrical and mechanical rooms, sprinkler riser rooms, fire alarm control panels, annunciator panels and portable fire extinguishers. Yes_No_N/A_ 7. Provide signage for doors opening to rooms containing roof and attic access, electrical and mechanical equipment, sprinkler control assemblies, fire alarm control panels and annunciator panels shall be clearly labeled. This may require interior and/or exterior doors to be labeled. Yes _ No _ N/A 8. Install a Knox or Dama brand fire department key box on the building in an approved location no higher than 6 feet above grade. For single tenant buildings, the box should be mounted near the main entrance. For multi -tenant buildings, the box should be mounted near the fire department connection. Contact Fire Marshal for exact location. Yes No N/A 9. Post approved signage for fire lanes as required by fire inspection staff. Yes No N/A 10. Comply with Chanhassen Fire Department/Fire Prevention Policy 29-1991 regarding Premise Identification. Yes No N/A 11. Provide furniture flammability and smoke development information for Group A and I occupancies. Yes_No_N/A_ 12. A separate permit is required for all above ground or below ground tanks. Submit manufacturer's information and detailed plans. All equipment must be UL listed. Yes No _ N/A New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 2 of 3 13. Provide fire extinguishers as required by the Minnesota Fire Code. Multi -purpose extinguishers require a minimum rating of 4A60BC and must be spaced with maximum travel distance of 75 feet from any point to a fine extinguisher. K-class portable fire extinguishers are required in commercial kitchens. D-class portable fire extinguishers shall be installed in machine shops. Yes _ No _ N/A _ 14. Provide fire sprinkler plans and hydraulic calculations. A separate Fire Department permit is required. See the Automatic Fire Sprinkler Handout for additional requirements. Yes _ No N/A 15. Provide fire alarm plans and specifications. A separate Fire Department permit is required. All equipment must be UL listed. Systems must be NFPA 72 compliant and have two means of signal transmission. See the fie alarm system handout for additional requirements. Yes No N/A _ 16. Fire alarm system must be centrally monitored, and the monitoring company must be able to differentiate between a sprinkler waterflow alarm and other fire alarms, such as manual pull stations and smoke detectors. Yes _ No _ N/A 17. Fire alarm control panels shall be protected with a smoke detector near the panel. Yes No _ N/A _ 18. Upon installation, all fire protection systems shall be pre -tested before calling for an inspection. If during the inspection any fire protection equipment fails to function properly, the inspection will need to be rescheduled and a re -inspection fee may be charged. Yes _ No _ N/A 19. See attached requirements or additional items listed below: 20. The following contact information must be provided with all plans: Contractor Phone Building Owner Phone Business Owner Phone Architect Phone Fire Protection Engineer Phone 4/01/2005 New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 3 of 3 0 CHANHASSEN GATEWAY Approved 6/27/05 PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a MIXED USE PUD including a NEIGHBORHOOD COMMERCIAL, OFFICE AND RESIDENTIAL. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and office uses shall be limited to the area located south of Highway 212. Residential uses shall be located north of Highway 212 and along the western portion of the southern half. • Small to medium-sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows) • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 square feet per tenant • Convenience store with or without gas pumps • Specialty retail (Book Store, Jewelry, Sporting Goods Sale/Rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • Personal Services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a Tailor Shop, Shoe Repair, Self -Service Laundry, Laundry Pick-up Station, Dry Cleaning, Dance Studios, etc). • Residential High Density (8-16 units per net acre). The total number of units for the entire site may not exceed 150 units. C. Building Area Commercial/Office — Not to exceed 75,000 square feet for the entire development Maximum Commercial/Office lot usage is a Floor Area Ratio of 0.3 Maximum office/commercial building area per tenant may not exceed 8,000 square feet Maximum residential units may not exceed 150 units. d. Prohibited Ancillary Uses • Drive-thru Windows except banks or pharmacies. • Outdoor storage and display of merchandise e. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks (feet) Lyman Boulevard 50/50 Highway 101 50/50 Highway 212 50150 Northerly Project Property Line 50/20 Westerly Project Property Line 50/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Commercial and Office Hard Surface Coverage 70 % Maximum Commercial (Retail) Building/Structure Height 1 story Maximum Office Building/Structure Height 2 stories Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less L Non Residential Building Materials and Design There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. Buildings and site design shall comply with design standards outlined in Article XXIII. General . Supplemental Regulations, Division 7 of the Zoning Ordinance. 0 • g. Residential Standards Buildings and site design shall comply with design standards outlined in Article =11. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. h. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard, north and south of Highway 212 and west of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. i. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. j. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; b. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; c. Ensure that signs do not create safety hazards; d. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; e. Preserve and protect property values; f. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g. Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. j.1. Project Identification Sim: One project identification sign for the commercial portion of the development located at the entrance off of Highway 101. Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. j.2. Monument Sim: 4 One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. One monument sign per lot shall be permitted for the commercial portion of the site. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. P. Wall Signs: a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend greater than 20 feet above the ground. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. j.4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are torn or excessively worn shall be removed at the request of the city. j.5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. j.6 Directional Signs a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights -of -way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. j.7. Prohibited Signs: • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area • Menu Signs are prohibited. j.8. Sign Design and Permit Requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. G] Wall signs may be permitted on the "street" front and primary parking lot front of each building. k. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. All light fixtures shall be shielded. Light level for site lighting shall be no more than '/z candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. L Non Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The officelpersonal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. In. Residential Parking shall comply with city code requirements. y r CITY OFCHANHASSEN RECEIVED s ! 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M opp a ,Al3 ig ° Ii •C3 p !6jg gig eP l k ►1 ` \€ Will \[§ \ ¥,.� k /M�R VI § 114 /§k U §���� §d#kN (C')ƒj0\$ƒ\mama 03NNVDS all U3NNVOO _�, qA z| k ! / It k b o '� 0 0 ®( [ § kLu C' A > fill W .m me 5 |r � 0 0 U3NNVOS • zt4qa li P�Pp �! �! w N Ir N ol III • • K .n. r._ GATE WAY PLACE Chanhassen, Minnesota • • .rK 71 .. cc i log is „�. +I "► - ..4�:...fir View from Hwy #101, on Hwy #212 overpass GA TEWA Y PLA CIE •nA.. q:U u�• Chanhassen, Minnesota • is no ti Y C +" View from Hwy #101, near future Lake Susan Drive GATEWAY PLACE Chanhassen, Minnesota : y 2 r/ t U �I a CITY OF CHANHASSEN STAFF REPORT • PC DATE: February 7, 2006 F4] CC DATE: February 27, 2006 REVIEW DEADLINE: March 7, 2006 CASE #: 06-05 Chanhassen Gateway BY: Al-Jaff, et al. PROPOSAL: Preliminary Plat to subdivide property into three lots and two outlots and a Site Plan Request with Variances for the construction of a multi -family building with a variance to the parking standards: GATEWAY NORTH /GATEWAY PLACE LOCATION: Northwest intersection of the future alignment of Highways 101 and 212. APPLICANT: Chanhassen Gateway Place, LLC P.O. Box 10 Albany, MN 56307 Jamie Thelen (320) 202-3100 jithelen sancompanies.com Gateway Development, LLC 6385 Old Shady Oak Road Suite 230 Eden Prairie, MN 55344 Lynne Wyffels AmZ (952) 941-7493 7c+ wvffelslnashelardezoup.com PRESENT ZONING: Planned Unit Development -Mixed Use 2020 LAND USE PLAN: Mixed Use ACREAGE: 6.2 Acres SUMMARY OF REQUEST: Preliminary plat to subdivide property into three lots and two outlots and a site plan request with variances for the number of enclosed parking spaces for the construction of a multi -family building. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. $CANNED Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 2 of 18 PROPOSAL/SUMMARY The developer is proposing to replat a 6.26 acre parcel into three lots and two outlots. One of the lots is intended to house a multi -family building. The remaining two lots will be reserved for future housing developments. The outlots will contain a storm pond and a portion of existing Highway 101 right-of- way. The applicant is also requesting a site plan approval with a variance for the construction of the multi -family building. The site is located at the northwest intersection of the future alignment of Highways 101 and 212 and is zoned Planned Unit Development -Mixed Use. An apartment building is a permitted use in this district. Access to the site is gained off of the future extension of Lake Susan Drive. Utilities are available for the area. The three-story multi -family building with underground parking is well designed. It is situated west of future Highway 101, north of future Highway 212 and south of the future extension of Lake Susan Drive and will contain 48 units. The apartment building is proposed to range between one and three - bedroom apartments. Each apartment has a deck or patio. An outdoor picnic area and a tot -lot are located east of the building while parking is located to the west. The building will screen the majority of the parking from views along future Highways 212 and 101. The variance associated with this application deals with the total number of enclosed parking spaces. The overall number of parking spaces provided for this development exceeds ordinance requirements. This issue is discussed in fiuther detail later in the staff report. Staff is recommending approval of the variance. The main materials on the building include vinyl siding and a masonry product shaped to mimic stone. The masonry product will be used along the lower portion of the building. The building has a defined entryway and an interesting roof line. Staff has discussed adding an element such as a clock on the vertical element of the building. This will add some visual interest to the building. The applicant is currently evaluating this option. in On June 27, 2005, the City Council approved rezoning the subject property From Residential Single Family to Planned Unit Development -Mixed Use. The rezoning of the property also included adoption of guidelines and standards under which this site must be developed. The proposed building is consistent with the approved development standards. The applicant is proposing a sidewalk between the parking lot and the building, and at the rear of the building, leading to the tot -lot and picnic area. • Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 3 of 18 Staff is recommending approval of the subdivision and site plan with variances subject to the conditions of the staff report. The applicant has met with the Planning Commission informally at two separate work sessions and held a neighborhood meeting on December 16, 2004. On January 4, 2005, the Planning Commission reviewed and approved the Concept PUD for the subject site. This plan was later approved by the City Council on January 24, 2005. C1 hway Plans w/Site Lavout Nash Site Lonhoo ] .hgn Highway 101 No Highway 212 Ptopo.ea LigMe Ia seMm nY "t Southwest W. T.it Nt . south Site Location L,m Ool n d h High 1011metrhaW On June 27, 2005, the City Council approved rezoning the property located at the northwest intersection of the future alignment of Highways 101 and 212 with an approximate area of 24 acres from Residential Single Family to Planned Unit Development -Mixed Use incorporating design standards. The final draft layout that was arrived at reflected a residential component within the area north and south of Lake Susan Drive with the highest density concentration facing future Highway 101. The portion of the site located south of the future alignment of Highway 212 consists of a mix of commercial and residential uses. In this instance, the residential part encompasses the western portion of the site while the commercial part occupies the remainder of the site, and faces Highways 101, 212, and Lyman Boulevard. 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 4 of 18 The current proposal is for platting of the north site and site plan approval of the apartment building. ANALYSIS GENERAL ME PLAMARCHITECTURE The development must comply with the Development Design Standards for Chanhassen Gateway (attached). A PUD is required to be developed to higher quality than other projects. The main building material consists of vinyl siding and a masonry product shaped to mimic stone. The masonry product will be used along the lower portion of the building. The building has a defined entryway, and interesting roof line. All four sides of the building have been given equal attention. The architecture provides visual interest and meets the standards of Chanhassen Gateway design standards. Parking for residents of the building is located underground. The apartment building is proposed to range between one and three - bedroom apartments. Each apartment has a deck. The roof line provides a variety in pitch while the building provides variety in height, articulation and materials. The proposed building maintains a minimum setback of 50 feet from future Highways 101 and 212 right-of-way. The city code requires a minimum setback of 30 feet from local or interior public right-of-way. The building maintains a 30- foot setback from future Lake Susan Drive right- of-way with the u w. is View from Hwy #101, near future Lake Susan Drive exception of the northeast comer of the building which appears to slightly encroach in the required setback. Staff Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 5 of 18 believes this is a minor adjustment that can easily be corrected. The building is proposed to maintain an average height of 34.7 feet. The PUD ordinance allows a maximum height of 35 feet. The tot -lot and picnic area are proposed to be screened by a fence and landscaping. Staff has no objection to this request; however, additional information must be submitted pertaining to the height and materials used for the fence. The trash enclosure is located inside the building in the underground parking lot. LIGHTING/SIGNAGE The applicant has not prepared a lighting plan for the proposed development. All light fixtures shall comply with the following criteria: 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian -scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Emphasis should be placed on building lights and poles located in close proximity to buildings. The applicant is showing entrance signage located east of the entrance into the site. No details have been provided for the sign. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. The sign shall not exceed 24 square feet in sign display area nor be greater than five feet in height. The sign shall be set back a minimum of 10 feet from the property line. COMPLIANCE TABLE Permitted Proposed Building Height 3 stories/35 feet 3 story/34.7 feet TH 101 setback 50' parkin& 50' building 50' parking, 50' building TH 212 setback 50' parking, 50' building 50' parking, 50' building Lake Susan Drive Setback 30' parking, 30'building 30' parking, 29' building* Interior property line 0' parking and building 0' parking, 55' building Lot Coverage 50 percent 44.49 percent * The building appears to encroach into the required 30-foot setback from Lake Susan Drive. The applicant shall adjust the plans to maintain the required setback Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 6 of 18 WATER RESOURCES Storm Water Management Details on the storm sewer connections to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. The storm water pond should be platted in an outlot. Easements Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. Erosion and Sediment Control All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. The plans should be revised to show rock construction entrance installation per Chanhassen Detail Plate 5301. Wimco or similar inlet protection should be installed at all inlets that may receive storm water from the site per Chanhassen Detail Plate 5302A. All inlet protection must be inspected and maintained to comply with NPDES requirements. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed. Temporary stabilization of the exposed area should include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips should be placed around the building in amounts sufficient to control rutting. The plans should be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. Silt fence (Chanhassen Type 1) is needed around the north and east side of the pond within 24 hours of permanent outlet installation. The plans should be revised to show inlet protection for sediment during construction for the trench drain at the garage and should include a detail. 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 7 of 18 Surface Water Management Fees All applicable water quantity and qualityfees have been paid. Other Agencies The applicant should apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley - Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. GRADING/DRAINAGE/EROSION CONTROL The existing site is about 7.73 acres in size and almost 100% of the area will be graded by MnDOT for the extension of the proposed Lake Susan Drive and by the applicant. The proposal includes three lots and an outlot. The current plans show an apartment building with underground parking. The applicant is proposing to grade the site to prepare the building pad, parking lot, and stormwater ponding areas. The parking lot and building drainage will be collected by a system of catch basins within the parking lot and conveyed by storm sewers to the proposed pond in the southwest corner of the site. The plans show a catch basin at the low point in the northwest corner of the building connecting to a proposed storm sewer within Lake Susan Drive. The developer must coordinate this design with MnDOT to ensure that the storm sewer in Lake Susan Drive is adequately sized for the additional runoff. The proposed pond outlet control structure discharges to the proposed Highway 212 storm sewer. Staff recommends that the storm sewer connect to the existing pipe, or the distance between the proposed outlet and the existing pipe be increased. The applicant must obtain MnDOT approval for this proposal. A public drainage and utility easement is required over the proposed pond. This easement shall cover the pond up to the 100-year high water elevation. The applicant has submitted pond sizing calculations for a 10- and 100-year, 24-hour storm event; minor revisions are necessary. The pond must be built to National Urban Runoff Program (NURP) standards in accordance with the City s Surface Water Management Plan (SWMP) and must satisfy the requirements of MPCA's phase 2 design standards. Storm sewer sizing calculations with a full-size map for a 10-year, 24-hour storm event are required. Proposed erosion control consists of silt fence along the east and south grading limits of the site. Staff is recommending that Type II, heavy-duty silt fence be used adjacent to all ponds and wetlands and extending Type I silt fence to the north along the west side. A rock construction entrance is proposed at the access off proposed Lake Susan Drive, but it must be minimum 75 feet long. All disturbed areas as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. The applicant should be aware that any off -site grading will require an easement from the appropriate property owner. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. The applicant must be aware that any retaining wall exceeding four feet in height must be designed by a registered structural engineer, with approved safety fence. A building permit from the City's Building Inspections Dept. must be obtained. • 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 8 of 18 The applicant is required to obtain all necessary permits from the appropriate regulatory agencies including but not limited to MnDOT, Watershed District, MPCA, NPDES, etc. UTILITIES The site has access to public sanitary sewer and watermain from the proposed Lake Susan Drive and existing Highway 101. The developer proposes to wet tap the watermain within Highway 101, extend it to the east along the south side of the proposed Lake Susan Drive to serve the proposed building and the lots in the future phase. The watermain within the public street right-of-way will be a public utility. A private sanitary sewer service to the proposed building will be extended from the existing sanitary manhole within the proposed Lake Susan Drive extension at the northeast corner of Lot 1, Block 2. The installation of the private utilities for the site will require permits and inspections through the City's Building Department. An additional gate valve is needed for the north future phase (Lot 1, Block 1) private watermain. The underlying property has been assessed for sewer, water, and street improvements and there is no remaining assessment due payable to the City. The applicant has already paid off all SAC and sanitary and water hook-up fees. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Upon completion of the public utility improvements, the utilities will be turned over to the City for maintenance and ownership. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, Watershed District, Carver County, MnDOT, etc. STREETS The plans propose three full accesses off the proposed Lake Susan Drive, two to serve Lots 1 and 2, Block 2 and one to serve Lot 1, Block 1. No public streets are proposed in conjunction with this project. MnDOT proposes to extend Lake Susan Drive from existing Highway 101 to the proposed Highway 101 realignment. The timing of the Lake Susan Drive extension is unknown; therefore, the applicant must coordinate the proposed construction access with MnDOT. A temporary access of existing Highway 101 may be required. The proposed northwest full access of Lot 2, Block 2 must be realigned so that it is perpendicular with the existing Highway 101 and Lake Susan Drive intersection. The applicant must be aware that the MnDOT right-of-way tumback issue will not be resolved before this is platted. Also, the applicant must show a sidewalk connection between the south and north sides of the proposed Lake Susan Drive. PARKING The PUD governing this proposal requires parking to meet the City Code requirements. Parking plans meet ordinance standards as to dimensions and total provided. Under the multi -family section of the ordinance, the applicant must provide 1'/z parking spaces per one -bedroom unit, one of which must be enclosed, and two stalls for two -bedroom units and larger, 1'/z of which must be enclosed. 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 9 of 18 The applicant is proposing 4 one -bedroom units, 27 two -bedroom units, and 17 three -bedroom units. The ordinance also requires one visitor parking stall for every four dwelling units. The applicant is proposing 48 dwelling units which would translate to 12 visitor parking spaces The total enclosed parking required is 70. The applicant is providing 61 enclosed spaces. The enclosed parking spaces equate to one parking space per one bedroom unit and 1.295 parking spaces per two bedroom or larger unit. The total above -ground parking spaces required is 36 spaces. The applicant is providing 47surface parking spaces. The total number of parking spaces required for this development is 106. The applicant is providing 108. Even though the total number of spaces provided by this development exceeds ordinance requirements, the total number of underground parking is short 9 spaces. The applicant is requesting a variance from the enclosed parking requirement. If the variance is not approved, the plans would need to be revised to meet ordinance requirements. In that case, a condition can be added that reads "The underground parking plans must be revised to provide 9 additional spaces for a total of 70 enclosed parking spaces." Building Enclosed Above Ground Total Parking Parking 4-One Bedroom Units 4 2 6 27-Two Bedroom Units 40.5 13.5 54 17-Three Bedroom Units 25.5 8.5 34 Visitor Parking NA 12 12 Total Required 70 36 106 Total Provided 61 47 108 LANDSCAPING Landscaping requirements for the proposed development is shown in the following table: Landscaping Item Re uired Pro osed Parking lot 1,533 landscape area 1,890 W landscape area 6 overstory trees 7 overstory trees 3 islands/peninsulas 6 understory trees East/South property line - 6 overstory trees 18 overstory trees Bufferyard B, 570' 12 understory trees 20 understory trees 12 shrubs 48 shrubs berm provided North property line - 3 overstory trees 3 overstory trees Bufferyard B, 300' 6 understory trees 14 understory trees 12 shrubs 52 shrubs berm provided West property line - 2 overstory trees 2 overstory trees Bufferyard A, 160' 4 understory trees 4 understory 6 shrubs 16 shrubs Boulevard Trees — 1 per 30 feet — 13 overstory trees Lake Susan Drive 13 overstory trees 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 10 of 18 The applicant meets all landscaping requirements. Staff recommends that the applicant replace the Colorado blue spruce specified on the landscape plan with an alternate species of spruce or evergreen such as white spruce, Black Hills spruce, or white fir. Colorado blue spruce tends to become unsightly with age due to disease problems. TRAILS AND SIDEWALKS Maintaining and creating new pedestrian/bicycle routes to the subject site is very important. The construction of new Highway 101 will include the installation of a 10-foot trail along the east side of the highway. In conjunction with the construction of Highway 212, trails will be installed from Great Plains Boulevard to Lyman Boulevard, and along the north side of Lyman Boulevard. Appropriate and adequate internal sidewalk connections are planned to allow convenient and safe non -vehicular traffic throughout the site. Park dedication is not being required as part of the approval. Park dedication fees were prepaid with the application. SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; C. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page I 1 of 18 d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Subject to the revisions contained in the staff report, the proposed site plan is consistent with all plans and specifications and development design standards for the Chanhassen Gateway PUD Development Design Standards. VARIANCE FINDINGS The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. Finding: The literal enforcement of this chapter does cause an undue hardship. Due to the configuration of the housing being proposed, the requirement of 1.5 enclosed stalls per two - bedroom unit is not possible. In order to meet the ordinance standard, the applicant would have to convert 18 of the two and three -bedroom units to one bedroom units. The total number of required parking spaces is being met, only the location, enclosed vs. surface, is being altered. With a park and ride facility located across Highway 101 and south of the site within walking distance of the site, the potential for the use of mass transit is high. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. Finding: The conditions upon which this variance is based are not applicable to all properties that lie within the Planned Unit Development (PUD) District. PUDs may provide flexibility in the standards in an effort to meet comprehensive plan policies for the creation of diversified housing. C. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. • 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 12 of 18 Finding: The proposed variance is necessary to accommodate the proposed building within the constraints of the site. Parking in excess of the minimum requirements is being proposed. Only the number of enclosed parking spaces is being reduced. d. The alleged difficulty or hardship is not a self-created hardship. Finding: The proposed variance is necessary to accommodate the proposed building within the constraints of the site. The proposed unit types meet standards the city is encouraging: two and three -bedroom rental units. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. Finding: The granting of a variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. Finding: The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets. PRELIMINARY PLAT The applicant is proposing to subdivide 6.2 acres into 3 lots and 2 outlots. Lot 1, Block 1 has an area of 1.1 acres and is proposed to remain vacant at the present time. The Concept Plan showed a townhouse development on this lot. Lot 1, Block 2 has an area of 2.19 acres and is proposed to house the apartment building that is being reviewed concurrently with this subdivision request. Lot 2, Block 2 has an area of 2.28 acres and is proposed to remain vacant at the present time. The Concept Plan showed a townhouse development on this lot. Outlot A has an area of 0.38 acres and will house a storm pond. • Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 13 of 18 Outlot B is currently a portion of Highway 101. The west one-half right-of-way for Highway 101 was acquired via the Chanhassen Hills plats and MnDOT's purchase of "Parcel 267" from James A. Curry as shown on MnDOT Right -of -Way Map Number 10-18. Highway 101 is being realigned to the east; therefore the portion of the existing Highway 101 adjacent to this plat will be removed and the right-of-way vacated. Since "Parcel 267" was not platted right-of- way, this vacated right-of-way has been turned back to the underlying property, in this case, the parent property of the Gateway project. The property is zoned Planned Unit Development -Mixed Use. Access to the site is gained via Lake Susan Drive. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO.10-16 .0 cnii� nvi�s u"'ir n+nws u.�ac>�.aa N10 A00ma r •P..I 26/ O.mre SEI/4-KI/4 + 10 SUBDIVISION - FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the Planned Unit Development - Mixed Use District and the zoning ordinance. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 14 of 18 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. RECOMMENDATIONS: PRELMUNARY PLAT "The Planning Commission recommends approval of the preliminary plat for Planning Case 06-05 for Gateway North as shown on the plans received January 6, 2006, subject to the following conditions: Submit storm sewer design calculations with full-size drainage map for a 10-year, 24-hour storm event. 2. Work with staff to revise the pond design calculations for the 10- and 100-year storm event. 3. Realign Lot 1, Block 2 full access perpendicular at Highway 101 and Lake Susan Drive intersection. 4. The applicant is required to coordinate with MnDOT on the full access at Lake Susan Drive and the storm pond outlet control sewer construction. 5. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. 6. On the grading plan: a. Show an emergency over flow. b. Show stormwater pond easement. c. Show silt fence Type II around the proposed pond. 0 Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 15 of 18 d. Extend Type I silt fence to the north along the west side. e. Show minimum 75-feet construction rock entrance. f. Add a bench mark. 7. On the utility plan: a. Show the watermain within the street Right -of -Way as a public utility. b. Revise the existing sanitary sewer flow direction. c. Add a note that any connection to any existing structure must be core drilled. d. Show all utility sewer pipe type, class, and size. e. Show all utility manholes rim and invert elevations. f. Add a gate valve to Lot 1, Block 1. 8. Plan and profile views are required for the entire public utility. 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 10. On the plans, show the pedestrian ramps and a sidewalk connection between the south and north sides of proposed Lake Susan Drive. 11. Temporary easements are required for any off -site grading. 12. The applicant must provide a proposed haul route for review and approval. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 15. Add City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, and 5301. 16. On the site plan, show the dimensions of the parking stalls and driveway widths. SITE PLAN "The Planning Commission recommends approval of the site plan with a variance for the reduction of nine enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions: 1. The applicant shall replace the Colorado blue spruce specified on the landscape plan with an alternate evergreen species. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 16 of 18 2. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be set back a minimum of 10 feet from the property line. 3. Additional information must be submitted pertaining to the height and materials used for the privacy fence located east of the tot -lot and picnic area. 4. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. 5. Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. The storm water pond should be platted in an outlot. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Lpe of Slone Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. 8. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. 11. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips shall be placed around the building in amounts sufficient to control rutting. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 17 of 18 12. The plans shall be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. 13. Silt fence (Chanhassen Type 1) shall be installed around the north and east side of the pond within 24 hours of permanent outlet installation. 14. The plans shall be revised to show inlet protection for sediment during construction for the trench drain at the garage and shall include a detail. 15. Submit a detailed lighting and signage plan consistent with the Chanhassen Gateway PUD Development Design Standards. 16. Building Official conditions: a. The building must be protected with automatic fire sprinkler systems. b. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. An accessible route must be provided to the building, parking facilities and public transportation stops. d. All parking areas, including parking garage, must be provided with accessible parking spaces. e. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. f. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 17. Fire Marshal Conditions: a. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. b. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. c. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. c.l 1-1990 regarding fire alarm systems. c.2 4-1991 regarding notes to be included on all site plans. c.3 7-1991 regarding pre -fire drawings. c.4 29-1992 regarding premise identification. c.5 34-1993 regarding water service installation. c.6 36-1994 regarding proper water line sizing. c.7 40-1995 regarding fire protection systems. c.8 06-1991 regarding fire lane signage. c.9. 52-2005 regarding commercial plan review submittal criteria. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 18of18 d. Show on utility plan location of post indicator valve (PIV). e. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 g. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 18. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 19. The applicant shall enter into a site plan agreement. 20. The building shall comply with the Planned Unit Development building setback requirements." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Memo from Fire Marshal Mark Littfin dated January 12, 2006. 5. Chanhassen Gateway PUD Development Design Standards. 6. Plans dated received January 6, 2006. gAplan\2006 planning cases\06-05 gateway wrth subdivision -gateway place site plan\staff report pc.doc GATEWAY NORTH KNOW ALL PERSONS BY THESE PRESENTS. That Chanhassen Development, LLC, a Minnesota limited liability company, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24; thence along the west line of said Section, 24, South 00 degrees 01 minutes 22 seconds East, a distance of 1495.27 feet to a point that is described as the "Point of Beginning" of Tract B in Document No. 306531, on file and of record in the office of the County Recorder and said point also being on the northerly Right of Way line of Highway 312 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17, Carver County, Minnesota, thence along said northerly Right of Way line, North 00 degrees 01 minutes 22 seconds West, a distance of 174.31 feet of the Point of Beginning of the Tract of land herein described; thence along said northerly Right of Way line, the following two (2) courses: thence South 89 degrees 33 minutes 41 seconds East, a distance of 63.00 feet; thence South 00 degrees 01 minutes 22 seconds East, a distance of 134.66 feet to a corner of said northerly Right of Way line common with the northerly line of a certain tract of land described in said Doc. No. 306531; thence northeasterly along said northerly Right of Way line common with said Document No. 306531 the following three (3) courses: thence along a curve, concave to the southeast, whose elements are: arc length of 419.19 feet, radius of 4669.60 feet, central angle of 05 degrees 08 minutes 36 seconds and a chord that bears North 61 degrees 09 minutes 27 seconds East, a distance of 419.05 feet; thence North 19 degrees 12 minutes 32 seconds East, a distance of 49.59 feet, thence North 77 degrees 27 minutes 35 seconds East, a distance of 6779 feet to the intersection with the westerly right of way line of Trunk Highway No. 101 as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17; thence northerly along said westerly line, the following two (2) courses; thence North 01 degrees 48 minutes 38 seconds East, a distance of 414.90 feet; thence North 20 degrees 41 mintues 17 seconds West, a distance of 38.07 feet to the intersection with the southerly right of way line of Lake Susan Drive as shown on said Minnesota Department of Transportation Right of Way Plot No. 10-17; thence southwesterly along said southerly line of Lake Susan Drive the following four (4) courses: thence along a curve, concave to the south, whose elements are: arc length 75.42 feet, radius of 250.00 feet, central angle of 17 degrees 17 minutes 09 seconds and a chord that bears South 56 degrees 55 minutes 33 seconds West, a distance of 75.14 feet; thence South 48 degrees 16 mintues 58 seconds West, a distance of 225.39 feet; thence along a curve, concave to the north, whose elements are. arc length of 254.20 feet, radius of 350.00 feet, central angle of 41 degrees 36 minutes 49 seconds and a chord that bears South 69 degrees 05 minutes 22 seconds West, a distance of 248.65 feet; thence South 89 degrees 53 minutes 47 seconds West, a distance of 4702 feet to said west line of Section 24, being also the centerline of the existing right of way for Trunk Highway No. 101 and also an easterly line of the plat of Chanhassen Hills 3rd Addition, a plot on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said west line of Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 305.89 feet to the Point of Beginning. AND That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24, thence along the west line of said Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 727.22 feet to the Point of Beginning of the land herein described; thence continuing along said west line, South 00 degrees 01 minutes 22 seconds East a distance of 187.8B feet to northerly line of Minnesota Department of Transportation Right of Way Plat No. 10-17, a plot that is on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said northerly line of Minnesota Department of Transportation Right of Way Plat No. 10-17, the following four (4) courses: thence North 89 degrees 53 minutes 46 seconds East a distance of 46.89 feet; thence along a curve concave to the northwest, whose elements are: arc length of 181.57 feet, radius of 250.00 feet, central angle of 41 degrees 36 minutes 48 seconds and a chord that bears North 69 degrees 05 minutes 22 seconds East, a distance of 17761 feet; thence North 48 degrees 16 minutes 58 seconds East a distance of 225.39 feet; thence along a curve, concave to the southeast, whose elements are: arc length of 61.18 feet, central angle of 10 degrees 00 minutes 57 seconds and a chord that bears North 53 degrees 17 minutes 27 seconds East, a distance of 61.11 feet to the intersection with the south line of the north 660 feet of said west half of the Northwest Quarter; thence along said south line, North 89 degrees 19 minutes 33 seconds West o distance of 397.14 feet to the easterly right of way line of Highway No. 101, being also the most northeasterly corner of a certain tract of land deeded to Bell Telephone and described in Document No. 90735, on file and of record in the office of the County Recorder, Carver County, Minnesota; thence southeasterly, southwesterly and northwesterly along the lines of said certain tract of land deeded to Bell Telephone in Document No. 90735, the following three (3) courses: thence South 26 degrees 47 minutes 09 seconds East a distance of 241.31 feet; thence along a curve, concave to the northwest, whose elements are: arc length of 85.00 feet; radius of 506.30 feet; central angle of 09 degrees 37 minutes 07 seconds and a chord that bears South 56 degrees 55 minutes 58 seconds West a distance of 84.90 feet; thence North 79 degrees 16 minutes 30 seconds West a distance of 192.70 feet to the Point of Beginning. AND That part of the Southeast Quarter of the Northeast Quarter and the Northeast Quarter of the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver County, described as follows: Beginning at the southeasterly corner of Trunk Highway No. 101 as dedicated on the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the Office of the County Recorder, Carver County, Minnesota, being also on the westerly line of said Section 24, being also on the centerline of said Trunk Highway No. 101; thence South 00 degrees 01 minutes 22 seconds East, along said centerline, a distance of 212.17 feet to the southeasterly corner of a certain tract of land deeded to Meritor Development Corporation in Document No. 104301; thence along the southeasterly line of said Document No. 104301, South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the east line of said Chanhassen Hills 3rd Addition; thence along said east line, North 00 degrees 11 minutes 39 seconds West, a distance of 234.30 feet to the southwesterly corner of said dedicated part of Trunk Highway No. 101; thence along the southerly line of said dedicated part, North 89 degrees 41 minutes 51 seconds East, a distance of 31.87 feet to the Point of Beginning. Has caused the some to be surveyed and platted as GATEWAY NORTH and does hereby donate and dedicate to the public for public use forever the highway, and also dedicate the easements for drainage and utility purposes as shown on the plot. /n witness whereof said Chanhassen Development, LLC, a Minnesota limited liability company has caused these presents to be signed by its proper officer this day of 200 . CHANHASSEN DEVELOPMENT, LLC VA Sheldon Wert, Chief Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200— by Sheldon Wert, Chief Manager of Chanhassen Development, LLC, a Minnesota limited liability company, on behalf of the company. By Notary Public, My Commission Expires Minnesota l hereby certify that / have surveyed and platted the property described on this plat as GATEWAY NORTH; that this plat is a correct representation of the survey, that a// distances are correctly shown on the plot in feet and hundredths of a foot, that a// monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat; and that there are no wetlands as defined in Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designated other than as shown. r-i Warren L. Delles, Land Surveyor Minnesota License No. 41890 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 200 by Warren L. Delles, Land Surveyor, Minnesota License No. 41890. By Notary Public, County, Minnesota My Commission Expires CHANHASSEN, MINNESOTA This plat of GATEWAY NORTH was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this day of 200 and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA M Mayer By COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this 200 50 Clerk day of John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 200 By Mark Lundgren, Carver County Auditor COUNTY RECORDER, Carver County, Minnesota l hereby certify that this plat of GATEWAY NORTH was filed this o'clock .M. as Document No. ZZ day of 200 at Carl W. Hanson Jr., Carver County Recorder CITY OF CHANHASSEN RECEIVED MAR 0 3 2006 CHANHASSEN PLANNING DEPT Westwood Professional Services, Inc. �hppf 1 of 9 chpptc GATEWAY NORTH ��1�n C\F,1Ik S/ TE I I I � SECTION 24, T. 116, R. 23 MINI TY MAP NO SCALE I f________�_____________ 660 -- I V 0 13ry W �W W OW O J \ �2 W / I v ,-NW COR. OF SEC. 24, T. % 176, R. 23 (FOUND STONE MON.) - - A(/A/A IC -^/'\TA n r-,�j A L) TA Ar-A l7 _ IVII/VIVL_.'�/l/"'I L/L_, /-1/\ lIV/L_1V I -/ 7L)A A/^ /1A.. T )I/,/ /T /l r- IA/n\/ V/ //\/-I/V..: ,~�V/\�I/I/IIVI�VI \l17/�l Vl YV/11 ,�j1 AT n//1 4/1 4-7 L./II IVV. 6�ryV -WLY RIGHT OF WAY LINE OF M/NNESOTA Z DEPARTMENT OF TRANSPORTA 7701V RIGHT > 414.90 N01048.270E OF WAY PLAT NO. 10-17 B41 p 50 0 50 100 150 __ _� -MOM ---------- eao �\ z� Scale in fee t 100 ,� \ -DRAINAGE AND ° �1N 0 Scale: 1 inch= 50 feet a "�V A� i'�> UTILITY EASEMENT - ' 'DRAINAGE AND v UTILITY EASEMENT --cam\ O �� � -� C 1� ASS Q 1i t %- ��d, - \ 0 m 7 i �7 o Denotes 1/2"x14" iron monument set and \ <` ���$�\ �� P 9�?9?� f ��. C`� marked by R.L.S. Registration No. 41890 CIO1 O •� L�\7�a� B43 \\ \ \ `B�\ B38 7��� • Denotes iron monument found so ��' j`7 <J \\\\ 1 �\ n\ J, ° A,- , C,` e370 Denotes MNDOT iron monument found my / 2, Denotes access control to MNDOT \ p L7 ~ 10 l \ L`Il ', \ 2�4p oo S \ \ \p \ BEARINGS ARE BASED ON THE WEST LINE OF THE NO \>�- L�� 9°o v� 'FPo \ n:r+ v� WEST HALF OF THE NORTHWEST QUARTER OF \ ? 09 7 >2m�i tea'' \\ 'l. v a5°p \ \ \ \' �- o � -� �.' SECTION 24, TOWNSHIP 116 NORTH, RANGE 23 ________________ I \ oFy<- \ o > \ co l WEST WHICH IS ASSUMED TO BEAR S00 Ol'33"E. \\ r \\ DRAINAGE AND L7 %� UTILITY EASEMENT- \ �j 'o�2sq y `�� �4 �0"7% \ r� �929 \ \`ram+\0\ \ F 1 oZZ -B44i I `�\, o > `I " 3 I \ ZT 9 �A �\ oo _ / - 131.89 500 00'08"E ^ oyry N. 2 I 1 k \ B2 W p \ - • �NO \ sr� O N `�_ Z�A ` - 2 �- � � � � �6 Ap 6\ /I \ O � IV03°5pZ6 bW --�16, L- ALL OF OUTLOT A y. ` .,i r�, IS DRA/NAGE AND > -A� �y}A �> °', �' I -y08� UTILITY EASEMENT `nV A\ / v I Mt OyQI� O 1 - V - I p54 tj�0 dh°ry UTILITY EASEMENT PER (•p0�0.O 1 v _L =y-DRAINAGE AND °h" y9 ' A . DOC. N0. 206358-z\ 0a7 ?�C WO 10 M �� U77LITY EASEMENT np ,gyp. q°,� N00°07'30'"W 660 --------------------- I 6 CTOO .r t\ gk _ _ _94.29=O°i4'39" _ 5� O? • �� Ir- 10 \`. �I N89033"49"W • 33720 N00°01'30"W _ _ _ _ _ _ _- DRAINAGE AND v ti �t ------ _T------------- I_ 10 4� U77LITY EASEMENT _-------- 100 ----- �-NN -%� B36 195.10 837 •\.1 `\ N00°0.44 -0 0 0 - MOST NELY COR. OF 2 ^ / I L-23.02 ;UTILITY EASEMENT PER DOC. N0. 206358 r� '� D\ W 134.66 � `� �'� LAND IN DOC NO. 104301 TRACT OF LAND /N I I O 6 \ -B1 4A \� �_� B45 _ \ Oo /W1 4 COR. OF SEC. DOC. N0. 90735-��\\ 1\ N�9 1 9263 1388� \\ �p I ) ���74.02 i�/ \ _ h QQ� / S00 0133E \\ i 24, T. 116, R. 23 J I 306. 19 NOO°01'33'"W ` p•1.� \ (CARVER CO. 93.35 N00°01'33"W -- \ �=A'S ` N"LY RIGHT OF WAY LINE OF M/NNESOTA \`\ j \` 9 Q �' / O) N N 1 WEST LINE OF SEC. 24, T. 116, R. 23 SE'LY COR. OF TRUNK HWY. N0. 101 o i v -POINT OF BEGINNING OF Z•! ° Qw5 O- DEPARTMENT OF TRANSPORTATION RIGHT A' ° O � ° [� A' AS DEDICATED ON THE PLAT OF \ M ° p9 S. T.H. NO. 101 �O) O1 i / S. T H. / NO. 101 CHANHASSEN HILLS 3RD ADDITON h i OF WAY PLAT NO. 10-17 1 j TRACT B /N DOC. NO.306531 _ ()0.0 °p _ i =-" 155.96 N00001'33'W I --` 1164.91 S0o°oi'33"E 727.22 _ _ + _ - i Z _ _ (� 305.89 _ - _ 1� 174.37 • C � � s 187.88 S00001133"E R 100.00 249.66 S00001133"E - ` , ` , S5402522 W M 1495.27 \ ° N89°41'400E - ' ; 3�32 SOO 01'33"E -, r , , A,n „ J i - / . T H12 NO• 101 vvlc_vl L7�� \ ,. 1.r7. lvv. lt/l / so -�;234. N00°11'50"W -13 CENTERLINE OF EXISTING �� \ w I I 7 I 4 RIGHT OF WAY FOR TRUNK I SELY LINE OF TRACT OF ��� I HWY. N0. 107 AND E2Y �SWLY COR. OF TRUNK HWY. / ( LAND IN DOC. NO. 104301-'� NO. 101 AS DEDICATED ON l / ('� - LINE OF THE PLAT OF l n /' li a THE PLAT OF CHANHASSEN \`EAST LINE OF CHANHASSEN i f - CHANHASSEN HILLS 3RD L. L _ V v / \ l- Li I I I HILLS 3R0 ADDITION HILLS 3RD ADDITION � ADDITION /,I In AI/lA^^[-AI IIl1 / ^ 4^T Ann/T/nAl �� /•l IA All In^^[- l I/ll l ^ L)n nnn/T//'\A/ -v C �.V i%rll VfTll.:.i L_7 V nlL_L_...: 1 J 7 .(-1LJ LIT I rl/1 V I of%/"\1 Vr7/'1-..: L_1�1 f7/L_L�..: 57 \LJ / �L/7J7 I rv/ v Westwood Professional Services, Inc. Sheet 2 of 2 sheets o2003 Westwood Professional Services, Inc. r , 2 7\` \ - J � I easterly fine of G- CHANHASSEN H1 3RD ADD/71f7N L J L1 y - J T- - Z x= I ' I 1 J \ �I <k 1 I \ \ easteny line of CHANHA S£N HIL - 3RD AD I 77` z • I \���--- Northwest corner of Sec. 24, Twsp. 116. R. 23 Stone Monument Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 I I `90 / - nor heoster corner /Doc. No. 735 ZON1N,` SINGLE P Y RESIDINIIAL DIS7WCT / - south line of th north 660.00 feet \ N8901944 J97.14-CPT VICINITY MAP (no stele) e 6& IQ rNY R. s+ rnw rr Lake A ' ' h f/II,OSII ox OL CHAN ASSEN n. amens s,. n wn. rt as pb .� g le In � , z � pa vnu ur ate ,mn..s yr x � .±boil. , . �, •�•¢�y' � : � � v. rnn a a' CD1. IL RIIR R a sRrs J¢ v�.iT g 8 Ice Luke S 1y n �R 3" 33 man � `� us.@� "•@ � � � ,site t ur. mr, mrt rnleo x, t � rat vKeQe R. + ma mrary �rww ww d �mw Yv L n k Riley _D A/NAGE & UTILITY EASEMENT (``• 902 N Woo cc O I I �/o v2\ SO - 00 vCc 0) 00 Di's/ 7. 133 tAcres / ,. •� `,�; , -(l0' 6 />.+� ok tb moo} I °pa / p5E >.( t \• o �. •�.;O�Ef 0 g6 / / o/ I i ' .. • \ 1\ o � �II / \refit SO" Slip f,gel �e� 0 / �J /,•,J.�\J m \ a � I P�p06 A ROp F00P/P��� 00 �0 01 Sw 14 08 W$ r` i RO 95,489 +SgFt. r- .Z, 2.192 ±Acres �' O o a I n ` x I I I + $g6 m. _ / 0- o N I W I J _,, •r; \ 11 I A s W W O p2 U Z I O I W ( R ti W W I h W 4l 99.173 Acres I 2277 *Acres y, / r Q�Nr 2 / G g 1 118 / ' / frl 100 3600 PROPERTY DERMIP71ON (provided by clfenO PARCEL 1 (revised 8124105) That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows Commencing at the Northwest Corner of said Section 24; thence along the west lineof said Section, 24, South 00 degrees 01 minutes 22 seconds East, a distance of 1495.27 feet to a point that is described as the Point of Beginning' of Tract B in Document No 306531 on file and of record in theoffice of the Count- Recorder d 'd ' t 1 oint I of beginnirl o�` Trac B per oc. N . 306531 I II I I / � I Oil I / 0 i I t I 47� i `- -1� I ------ DEVELOPER/CONTRACT O%?` W PLACE, CHANHASSEN GA TEWA Y LLC °il I j ATTN: JAMIE THELEN --t--------i_-- _ PO BOX 10 ALBANY, MINNESOTA 56307 n 2 900-_i `` •� i "'D17ONLE 320-202--J100 PROPERTY OWNER I I� 902 - I GATEWAY DEVELOPMENT, LLC \ I ATTN: LYNNE WYFFELS CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PLANNING DEPT • Surveyors Note: Site contour data and existing utility data provided by client from on outside source. Elevations are based on N.A.V.D. 1929 Benchmark: Top nut of hydrant, north side of Lyman Boulevard, 420E feet east of intersection with State Highway No. 101. Elv.= 926.30 0 40 80 120 Bearings shown are based on the Carver County Coordinate System, 1 Eby oe7nly that this P� � P� b9 nY a vad¢ my NAD 83, 1996 adjustment dhea supervision and that i am a duly licensed LAND SURVEYOR ,miler the laws of the State of 2limenuta. J Denotes Found iron Monument y✓�ti Warren L Ddla O Denotes MnDot Monument /2 - a/- 05 41890 Date N . Westwood Professional Services, Inc Revidone 3701 12th St N, Suite 206 St. Cloud, MN S6303 PHONE 320-253A495 FAX 320.2534M7 TOLL FREE I-SW2704495 Viesh 00(i www.weshvoodps.com 6385 SHADY OAK ROAD, SUI TE 230 EDEN PRAIRIE, MN 55344 PHONE: 952-941- 7493 SL/RVEYOX1WVGRVEW¢ WESTWOOD PROFESSIONAL SERVICES 3701 12TH STREET NORTH SUITE 206 ST CLOUD, MINNESOTA 56303 PHONE.' 320-253-9495 SITE DATA: TOTAL SITE AREA 6.26E ACRES ROW AREA 0.11t ACRES LOT AREA 5.60E ACRES OUTLOT AREA 0.55t ACRES ZONING CURRENT ZONING: PUDR-PLANNED UNIT DEVELOPMENT/RESIDENTIAL DISTRICT u y etas er an sal porn asa being on the northerly Right of Way line of Highway 312 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17, Carver County, Minnesota; thence along said northerly Right of Way line, North 00 degrees 01 minutes 22 seconds West a distance of 174.31 feet of the Point of Beginning of the Tract of land herein described; thence along said northerly Right of Way line, the following two (2) courses: thence North 89 degrees 33 minutes 41 seconds East, a distance of 63.00 feet; thence South 00 degrees 01 minutes 22 seconds East, a distance of 134.66 feet to a comer of sold northerly Right of Way line common with the northerly line of a certain tract of land described in said Doc. No. 306531. thence northeasterly along said northerly Right of Way line common with said Document No. 306531 the following three (3) courses: thence along a curve, concave to the southeast, whose elements are: are length of 419.19 feet, radius of 4669.60 feet, central angle of 05 degrees 08 minutes 36 seconds and a chord that bears North 61 degrees 09 minutes 27 seconds East, a distance of 419.05 feet; thence North 19 degrees 12 minutes 32 seconds East, a distance of 49.59 feet; thence North 71 degrees 27 minutes 35 seconds East, a distance of 67.79 feet to the intersection with the westerly right of way line of Trunk Highway No. 101 as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17,• thence northerly along said westerly line, the following two (2) courses; thence North 01 degrees 48 minutes 36 seconds East, a distance of 414.90 feet; thence North 20 degrees 41 mintues 17 seconds West, a distance of 38.07 feet to the intersection with the southerly right of way line of Lake Susan Drive as shown on said Minnesota Department of Transportation Right of Way Plot No. 10-17,• thence southwesterly along said southerly line of Lake Susan Drive the following four (4) courses: thence along a curve, concave to the south, whose elements ore: arc length 75.42 feet, radius of 250.00 feet, central angle of 17 degrees 17 minutes 09 seconds and a chord that bears South 56 degrees 55 minutes 33 seconds West, a distance of 75.14 feet; thence South 48 degrees 16 mintues 58 seconds West, a distance of 225.39 feet; thence along a curve, concave to the north, whose elements are: arc length of 254.20 feet, radius of 350.00 feet, central angle of 41 degrees 36 minutes 49 seconds and a chori that bears South 69 degrees 05 minutes 22 seconds West, a distance of 248.65 feet; thence South 89 degrees 53 ;riinutes 47 seconds West, a distance of 47.02 feet to said west line of Section 24, being also the centerline of the existing right of way far Trunk Highway No. 101 and also and easterly line of the plast of Chanhassen Hills 3rd Addition, a plot on rile and of record in the office of the County Recorder, Carver County, Minnesota; thence along said west line of Section 24, South 00 degrees 01 musts_- 22 soconds East, a distance of 305.89 feet to the Point of Regirning. Ccntainiuy 211,522 sq.ft. or 4.656E acres of land. PARCEL 5 (revised 4111105) That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24; thence along the west line of said Section 24, South 00 degrees 01 minutes 22 seconds West, a distance of 727.22 feet to the Point of Beginning of the land herein described, • thence continuing along said west line, South 00 degrees 01 minutes 22 seconds East a distance of 187.88 feet to northerly line of Minnesota Department of Transportation Right of Way Plat No. 10-17, a plat that is on rile and of record in the office of the County Recorder, Carver County, Minnesota; thence along said northerly line of Minnesota Department of Transportation Right if Way Plat No. 10-17, the following four (4) courses: thence North 89 degrees 53 minutes 46 seconds East a distance of 46.89 feet, thence along a curve concave to the northwest, whose elements ore: arc length of 181.57 feet, radius if 250.00 feet, central angle of 41 degrees 36 minutes 48 seconds and a chord that bears North 69 degrees 05 minutes 22 seconds East, a distance of 177.61 feet; thence North 48 degrees 16 minutes 58 seconds East a distance of 225.39 feet, thence along a curve, concave to the southeast, whose elements are: arc length of 61.18 feet, central angle of 10 degrees 00 minutes 57 seoonds and c chord that bears North 53 degrees 17 minutes 27 seconds East, a distance of 61.11 feet to the intersection with the south line of the north 660 feet of said west half of the Northwest Quarter, thence along said south line, North 89 degrees 19 minutes 33 seconds West a distance of 397.14 feet to the easterly right of way line of Highway No. 101, begin also the most northeasterly comer of a certain tract of land deeded to Bell Telephone and described in Document No. 90735, on file and of record in the office fo the County Recorder, Carver County, Minnesota; thence southeasterly, southwesterly and northwesterly along the lines of said certain tract of land deeded to Bell Telephone in Document No. 90735, the following three (3) courses: thence South 26 degrees 47 minutes 09 seconds East a distance of 241.31 feet; thence along a curve, concave to the northwest, whose elements are: arc length of 85.00 feet; radius of 506.30 feet; central angle of 09 degrees 37 minutes 07 seconds and a chord that bears South 65 degrees 55 minutes 58 seconds West a distance of 84.90 feet,' thence North 19 degrees 16 minutes 30 seconds West a distance of 192.70 feet to the Point of Beginning. Containing 54,012 sq. ft. or 1.2400 acres of land. PARCEL 6 (per Title Commitment No. NCS-184825-MPLS having on effective date of July 14, 2005 at 7.•30 a.m.) That part of the Southeast Quarter of the Northeast Quarter and the Northeast Quarter of the Northeast Quarter of Section 23 Township 116 North, Range 23 West, Carver County, described as follows: Beginning at the southeasterly corner of Trunk Highway No. 101 as dedicated on the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the Office of the County Recorder, Carver County, Minnesota, being also on the westerly line of said Section 24, being also on the centerline of said Trunk Highway No. 101; thence South 00 degrees 07 minutes 22 seconds East, along said centerline, a distance of 212.17 feet to the southeasterly comer of a certain tract of land deeded to Meritor Development Corporation in Document No. 104301, thence along the southeasterly line of said Document No. 104301, South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the east line of said Chanhassen Hills 3rd Addition; thence along said east line, North 00 degrees 11 minutes 39 seconds West, a distance of 234.30 feet to the southwesterly corner of said dedicated part of Trunk Highway No. 101; thence along the southwesterly line of said dedicated part, North 89 degrees 41 minutes 51 seconds East, a distance of 31.87 feet to the Point of Beginning. Containing 7,039 sq. ft. or 0.1616 acres of land Prepared for. ``°"' Chanhassen Gateway Place, LLC Drawn: DID Attu: Jamie Thelen PO Box 727 Record Diewlns by/date Albany, Minnesota 56W Date: 12/19/05 GATEWAY NORTH Prelmmary Plat 20055198PPF01.DWG a 2005 Westwood Professional Services, Inc. EX (Z� WORK OUTSIDE OF PROPERTY LII CONSTRUCTION OF LAKE SUSAN TRAIL, STATE HWY. 101 AND STo UNDER MNDOT CONTRACT. EX. STATE HWY. NO. 101 SOUTH DRIVE TO BE REMOVED AFTER C PROPOSED STATE HWY. NO. 101. DEMOLITION BY OTHERS. Westwood Professional Services, Inc [ hae 3701 12th St N, Sune 206 St Coud, MN 56303 PHONE 320.253-9495 TRyaj FAX 320.253-8737 TOLL FREE 1-MO.270-9495 Mst1-.._.� � www.w"twoodps.com Date: that this pl=.WV pteM*d by — M e,dv my Revidmt a and tbat I Rmad PROPRGSIONAL i t��t�a 1/05/06—OWNER REMSIONS �J tlOII 15/06 _ uomb No. 41M Dedaosd: APR cledw& RM Dtawm� i Round D m YtLLdda IMMON CONTROL NOM • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY, A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. • THE SITE MUST BE STABILIZED WITH A 250 SEED MIX AND TYPE I MULCH IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (> 3:1 SLOPES), OR 14 DAYS 10:1 TO 3:1), OR 21 DAYS 10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. • THE SITE SHALL BE STABILIZED WITHIN 48 HOURS OF FINAL GRADE COMPLETION. • ALL PERMANENT PONDS USED AS TEMFORAY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING ALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • AREA TO BE GRADED = 7.66 AC. TOTAL SITE AREA = 7.73 AC. HARD SURFACE AREA AT FULL BUILD ''UT = 3.0 AC. • ALL CONTOURS AND SPOT ELEVATIONS 'ARE SHOWN TO FINISHED SURFACE/TOP OF CURB GRADES UNLESS OTHERWISE =-)TED. • REFER TO THE SITE PLAN/RECORD PLAI' FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • REFER TO SIDEWALK AND PAVING PLAN FOR CURB AND SIDEWALK ELEVATIONS. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 1-800-252-1166. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • CAUTION: THIS PLAN WAS COMPLETED PRIOR TO THE COMPLETION OF MNDOT'S PLANS FOR HWY. 212/HWY.101/LAKE SUSAN DRIVE. ELEVATIONS SHOULD BE VERIFIED WITH FINAL MNDOT PLANS. LEGEM SILT FENCE ® DENOTES to tata ® DENOTES HEAVY DUTY SILT FENCE '9s0---- DENOTES EXISTING CONTOURS weft— DENOTES PROPOSED CONTOURS .2a,e DENOTES GRADE BREAK AREAS R,OF DENOTES PROPOSED SPOT ELEVATION AT TOP BACK OF CURB (TYP.) x23,46 HP. DENOTES EMERGENCY OVERFLOW ' P.18 DENOTES HIGH POINT ELEVATION DENOTES LOW POINT ELEVATION DENOTES X00C DRAINAGE ARROWS DENOTES PROPOSED STREET GRADES DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE. iv..w... nrmnTFS APPRr1XIMATF TRFF RFMrIVAI I IMITC Prepared for. Chanhassen Gateway Ath1: Jamie Thelen P.O. Box = Albany. Minnesota MW Place, LLC Call 48 Hours before digging: GOPHER STATE ONE CALL twin City Area 651-454-0002 Mn. toll Free 1-800-252-1156 0' 50' 100' 150' NOT FOR CONSTRUCTION 20055198GDPOI.DWG Date: 12/19/05 sheet: C1 OF C4 Gateway North Minnesota Grading & Erosion Control Plan o 2005 Westwood Professional Services, Ihc. Li, NCYM WET TAP EXISTIN-- WORK OUTSIDE OF PROPERTY LINES BY OTHERS. THE WATERMAIN CONSTRUCTION OF LAKE SUSAN DRIVE, BITUMINOUS TRAIL, STATE HWY. 101 AND STATE HWY. 212 TO BE UNDER MNDOT CONTRACT. Westwood Professional Servkes, Inc. 3701 12th St N., Sulte 206 St Cloud, MN 56303 PHONE 320.253-9495 FAX 320.253-8737 TOLL FREE 14W270-9495 www.westwoodpLcom SALVAGE HYD. & VAL 15'-6" DIP 8"x 6" TEE GRND. EL.=906.50 / FEs / IE 89�,j 1>11j11L't414/iLl 8" PVC PLU 11 1/40 BEND ^— 8" GV I I I r 1- I 6" PVC SANITARY SEWER SEERVICE o 8" GV--/ 450 BEND• 8"x 6" TEE 450 BEND N �P z a } F- MZ of wl—' 3 ; vai ¢) 0,10 w z zI, LI N J wX FI D 1 I I i I vi I FES \ FES 100 m CB 101 L�I _ vl I I i hereby Out this p1m wY prepved by me m nnder my aevLiams direct pa@ervom and that I am lk dFy Nomsed PROPBSSIONAL @'1 W O hllnnnou. 1/05/06-OVNER REVISIONS I Men" Na 41359 C,% o00 GP 6" PVC SERVICE 6" GV �- 450 BEND I I I I I I I 202 TRENCH DRAIN FES \ CB/101 IE 898.50 o AngQ HYD. w/AUX. VALVE 10'-6"DIP ;\ Rp�' 8"x 6" REDUCER as g GRND. EL.=904.20 a/ QRpQF,� -SK-100 °v / IE=897.90 — >17 —19'-18"RCPCLASS 5 @ 0.50% 18" FES 5.9 C.Y. CLAS§(1 RIPRAP v W/ GEOTEX�TaCE BLANKET7,7 Uedyw& ARN cmdn& _ RTG Dnwa JAL Remind D eft by/date: MH i� GENEWAL SANWTARY SEW R AND WMERMAW NOM • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OR TRANS., SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. • CONTRACTOR SHALL FURNISH AND SECURELY INSTALL A BAG OVER ALL HYDRANTS NOT IN SERVICE. CITY PUBLIC WORKS AND FIRE DEPARTMENT SHALL BE NOTIFIED 24—HOURS IN ADVANCE OF TAKING ANY HYDRANTS OUT OF SERVICE. NOTIFY SAME DEPARTMENTS WHEN SERVICE IS RESTORED. GE41MAL S'rO M SE Wffit NOM • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION Air) NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OR TRANS., SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. • PROVIDE NEENAH R-3067—V CASTINGS OR APPROVED EQUAL ON CATCH BASINS UNLESS OTHERWISE NOTED. • ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS. LNGOW DENOTES EXISTING STORM SEWER —�►—� DENOTES PROPOSED STORM SEWER — a — DENOTES EXISTING SANITARY SEWER — I — DENOTES EXISTING WATERMAIN --�� DENOTES EXISTING HYD. W/VALVE —�— DENOTES PROPOSED SANITARY SEWER —1— DENOTES PROPOSED WATERMAIN —�F DENOTES PROPOSED HYD. W/VALVE — — DENOTES FUTURE SANITARY SEWERS — I — DENOTES FUTURE WATERMAIN —44-- DENOTES FUTURE STORM SEWER Prepared for. Chanhassen Gateway Place, LLC Attu Jamie 'Melee P.O. Box 727 Albany, Minnesota 56307 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 0' 50' 100' 150' NOTFOR CONSTRUCTION 20055198UTPOI.OWG Date 12/19/05 sheet C2 of C4 Gateway North I utffity Pam► A 02005 Westwood Professional Services, Inc. Cali 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 LAKE SUSAN DRIVE TO BE CONSTRUCTED UNDER SEPARATE PROJECT. GHMAL STRBBT CONB't1tUCTION NOM • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OR TRANS., SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE: REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. + THE CONi—RACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE ARCh. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • PROVIDE NEENAH R-3067—V CASTINGS OR APPROVED EQUAL ON CATCH BASINS UNLESS OTHERWISE NOTED. • ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS. LBGMM SILT FENCE s� DENOTES as 110111 1111 DENOTES HEAVY DUTY SILT FENCE --980— DENOTES EXISTING CONTOURS --Oft— DENOTES PROPOSED CONTOURS DENOTES GRADE BREAK AREAS .23.46 DENOTES PROPOSED ELEVATION TOT AT GUTTERLINE. TYP, j ~`cEOF DENOTES EMERGENCY OVERFLOW ",, P ° DENOTES HIGH POINT ELEVATION ALP. LP. DENOTES LOW POINT ELEVATION DENOTES DRAINAGE ARROWS DENOTES PROPOSED STREET GRADES DENOTES EXISTING STORM SEWER •--�►—+ DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE. DENOTES APPROXIMATE TREE REMOVAL LIMITS O DENOTES SANITARY CLEAN OUT 0' 30' 60' 90' NOT FOR CONSTRUCTION 20055198PVP01.DWG hate 12/19/05 sheet: C3 oa C4 Westwood ProfeWonaf Services, Inc. und MY ss 3 . N56303e 206 EN � � 1.9nnedom. 7/01 5iCv1/ WNER RENSlONS w f01: Gateway North Sidewa& & SHONE 320.253-%95 ;-d c- � Chanhassen Gateway Place, LLC FAX $20.253-0737 " Drawn: 7At. Ault; jamie 'helm Paving Plan I� TOLL FREE 1-800-270A495 7m , 1 W@Stwow wwwmestwoodps.com DHs 05�06—License Na 4U 9 Record Dr�wing �r/a,� Albany, Minnesota 56307 Chanhassen, Minnesota ���...!// —------—-- — -- —- -- v L I A Z , ' 7 5GM - 55M \; FUTURE PNA5E �' 5- A ,:�:; 4Atl+ : JA y7C a , . a \ \� 2" J a,', , •a�r;/1`» � I\ EXISTING TELEPHONE 5WITCHING BUILDING 13 :++ . X / i.. A 8- 5GM G \ JBC / D_2 f. -2 G- YCU 2- JA 4- YCU G- YCU 2- JBC I I 2- 5G 4- SGM 8- SSM 8- JA G- Yf 2 5 8- JBC ENTRANCE G_ StGNAGE / YT E ' 4- 55M G'-0e CONC. 51DEWALK 1 I ' � 48 APARTMENT HOMES TOT OVER PARKING GARAGE LOT O BUILDING FOOTPRINT = Z 23,770 5.F. PICNIC \AREA O G- JBC 8 CU G- PDM ATG G- CA 4- 55M 8- DRT ATG 4- SGM La� / ACCESSIBLE 4 55M I I , PGA 4- DRT 1 CURB CUT `- CA 4- BBD 9 I EDGE 4- SGM jI i ASHPALTLT I I B 24t-0' S 4- CA G- JBC I T 8 4- DRT G- CA I I c01,4 8- 5GM 8- DRT � 8- 55M G- PDM 9� T B 4 GU G- Yf G -(7 CONC. 8- CU SIDEWALK B' TRENCH DRAIN O I �� carcH BA51N EDGE OF 13 B . N I I A5HPALT I B 5 I e FUTURE HASIE `` c°pia L B� B RETAINI 5a-Or WALL IUTILITY EA9 MENT BUFFER-3 FILL WITH: f 8- ATG 4- BBD t/ I I 2- 5GM CATCH f 1 2- 55M f IN -1 , •. •, 31_57' I I / PG i (-640 ell I / I /el I / OUTLET % G3.001 �i / / VICINITY MAP I I / L N, I w I / � �• I i 31 I POND /' \Z�Q. l_ I I I I I I � I I I I i LANDSCAPE PLAN 51TE so. F.T.= 95.41 1 SCALE: 1 :40'-011 N 2.19 ACRES Nr N I, > I I NI � zI o I o — cv O J ' z � 0 Q O I wWAL�.' - %' 1 I ' 4- JA 4- JBC 4- CA 4- DRT + 4- PDM 4- YT 4- YCU 2- SGM 2- 55M I ID2 .i ' d +� u Iz I :4 o I •� i A-) 71.T 4 5- CA G1-0e CONC. 5- DRT 51DEWALK 5- 5GM 5- 55M 3- Yr 3- YCU NOTES - ROCK MULCH ;{; ' - LANDSCAPE , BUFFER SETBACKS REQUIREMENTS 50'-011 @ HWY #2 12 * # 101 30-0" ELSEWHERE TOTAL PARKING 47 = 5URFACE PARKING 5TALL5 G I = BUILDING GARAGE STALLS 105 = TOTAL 51TE PARKING STALLS 108 = PARKING STALLS REQUIRED (48 UNITS X 2.25) 19, 1 G2 5.F. VEHICULAR USE 1,533 S.F. ISLAND LANDSCAPE REQ. (8%D) 1,890 S.F. 15LAND LANDSCAPE PROVIDED LANDSCAPE BUFFER REQUIREMENTS BUFFER-1 : 300'-0" of 25-0" BUFFERTYPE'B' 3 - TOTAL CANOPY TREES REQUIRED G - TOTAL UNDER5TOKY TREES REQUIRED 12 - TOTAL SHRUBS REQUIRED BUFFER-2: 570'-0" of 30'-0" BU FFER TYPE 'B' G - TOTAL CANOPY TREES REQUIRED 12 - TOTAL UNDER5TORY TREES REQUIRED 12 - TOTAL SHRUBS REQUIRED LANDSCAPING SHOWN BUFFER- l: 3 - TOTAL CANOPY TREE5 14 - TOTAL UNDER5TOKY TREES (CONIFERS) 5 2 - TOTAL SHRUBS BUFFER-2: 18 - TOTAL CANOPY TREES 20- TOTAL UNDER5TOKY TREES (CONIFERS) 48- TOTAL SHRUBS B U FFER-3: I Go'-O" of 10'-0" BUFFER TYPE 'A' D U FFE R-3 : 2 - TOTAL CANOPY TREES REQUIRED 2 - TOTAL CANOPY TREES 4 - TOTAL UNDER5TOKY TREES REQUIRED 4 - TOTAL UNDERSTORY TREES G - TOTAL SHRUBS REQUIRED I G - TOTAL SHRUBS LEGEND OA - MARSHAL A5H OA- i - MAPLE ROYAL RED 0 B - CRABAPPLE SPRING SNOW 0 C - LINDEN AMERICAN D - SPRUCE COLORADO BLUE D- I - WHITE PINE (� D-2 - NORWAY PINE E - SHRUBS IN MULCH BED - COMBINATIONS A5 SHOWN: ABREV. 5HRUB NAME ATG ARBORVITAE TECHNY GLOBE BBD BURNING BUSH DWARF CA CURRANT ALPINE DRT DOGWOOD RED TWIG JA JUNIPER ANDORRA JBC JUNIPER BLUE CARPET PDM PINE DWARF MUGHO 5GM 5PIREA GOLD MOUND 55M 5PIREA 5NOW MOUND YT YEW TAUTON YCU YEW CAPITATA UPRIGHT �I sci Sand Companies, Inc. CourlrudW. ♦ Properly M.mge..M *Devd".a 336 South Tenth Avenue PO Box 727 Waite Park, MN 5638 7-0727 Office. (320) 202-3100 Fax: (320) 202 3139 Website. Tvww.SandCompanies.com E Mail: SCI@SandCompanies.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION & THAT I AM A DLAY LICENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPEDOR PRINTED NAME: RICHARDA.HENNINGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05—O DRAWN BY: JAV/CD/O CHECKED BY: R. HENNINGS DATE: REVISED DATE: --- GATEWAY PLACE CHANHASSEN, MN LANDSCAPE PLAN L-1.0 44ASCI Sand Companies, Inc. CooAmeffm ♦ Propeety Meoagememt *Development 336 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 Office: (320) 202 3100 Fax: (320) 202-3139 Website: www.SandConWanfes.com E Mail: SC1@9andCongrankLcom I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION & THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARDA.HENNINGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05303 DRAWN BY: JAVICDI'O CHECKED BY: R. HENNINGS DATE: --- REVISED DATE: --- GATEWAY PLACE CHANHASSEN, MN FLOOR PLANS A-1.0 ^4 sci Sand Companies, Inc. C.A.—tim ♦Property M—ge..o �DevHopment 336 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 Office: (320) 202 3100 Fax: (320) 202-3139 Website: www.SandCompanimcom E-Mail: andcompan. Com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION & THAT 1 AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARD A. HENNINGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05303 DRAWN BY: JAVICDIO CHECKED BY: R. HENNINGS DATE: --- REVISEDDATE: --- GATEWAY PLACE CHANHASSEN, MN FLOOR PLANS A-1.1 ii 91-G3e - - I N-1 o-" 29'-0" TYP. ONE BEDROOM FLOOR PLAN 89G 50. FT. SCALE: 1 /4" = I '-0" ROOM TYPE # I TWO BEDROOM FLOOR PLAN SCALE: 1 /4" = I 1-0" i nl we i nl ne i n n,i 34'-0" TYP. TWO BEDROOM FLOOR PLAN 1041 5Q. FT. SCALE: 1 /4" = I '-0" 1075 5Q. FT. ROOM TYPE #4 ROOM TYPE #2 TWO BEDROOM FLOOR PLAN SCALE: 1 /4" = I 1-011 IN All I7' nY IG-51. TWO BEDROOM FLOOR PLAN SCALE: 1 /4" 1 222 5Q. FT. ROOM TYPE #5 1038 5Q. FT. ROOM TYPE #3 ♦* sci ♦ Sand Companies, Inc. COR.1rUCHW •ProperlyMm g.CW *Develop®eM 336 South Tenth Avenue PO Box 727 Waite Park, MN 5638 7-0 72 7 Offlce: (320) 202-3100 Fax: (320) 202-3139 Website: www.SandConrpanies.com E-Mail: SQ*SandCompanies.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR LADDER MY DIRECT SUPERVISION & THAT 1 AM A DULY UCENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARD A. HENNINGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05-303 DRAWN BY: JAVICD/O CHECKED BY: R. HENNINGS DATE: --- REVISED DATE: --- GATEWAY PLACE CHANHASSEN, MN UNIT PLANS A-1.2 (-,--�TYP. THREE BEDROOM FLOOR PLAN 1,389 50. FT. 5CALE: 1 /4" = I I-0" THREE BEDROOM FLOOR PLAN SCALE: 1 /4" = I '-0" Room TYPE #6 "I M 1,422 5Q. FT. ROOM TYPE #8 (2)THREE BEDROOM FLOOR PLAN 1,396 5Q. FT. A-1.3 SCALE: 11411 = 1 '-011 ROOM TYPE #7 5 V-1033. THREE BEDROOM FLOOR PLAN SCALE: 1 /4" = 1 '-0" 1,450 5Q. FT. ROOM TYPE #9 ♦♦ #46SCI Sand Companies, Inc CVOSi-dion*Pmp[rly Ma gems *Dwdpmmt 336 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 Offwe: (320) 202-3100 Far: (320) 202-3139 Webs&e: www.SandConWanies.com E Mail: SCI*SandCompaniescom I HEREBY CERTIFY THAT THIS PUN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION & THAT 1 AM A DULY UCENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARD A. HENNINGS REGISTRATION NO.: 12295 DATE: --- THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC. PROJECT NO.: 05-3M DRAWN BY: JAV/CDIO CHECKED BY: R. HENNINGS DATE: --- REVISED DATE: --- GATEWAY PLACE CHANHASSEN, MN UNIT PLANS A-1.3 i ®2005 Westwood Professional Services, Inc. l�OB10N CONTROL NOM co — ALL SILT FENCE AND _ / ' • OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY — — — — ------- — — — — — — — — — — — — — —f� - EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER 0 o p� HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED Cn c, g /� AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME wvv , IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO I _ _ THE GRADING CONTRACT. j �� �� I • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. tt `` `� • PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. EXISTING BIT. i WORK OUTSIDE OF I PROPEgTY LINES BY OTHERS. THE CONSTRUCTION OF LAKE SUSAN DRIVE, BITUMINOUS TRAIL, STATE HWY.I 101 AID STATE HWY. 212 TO BE UNDER MNDOT CONTRACT. • EX. STATE HWY. NQ. 10 DRIVE TO qE REMOVED PROPOSED STATE WY. DEMOLITION BY OT�ERS. UTH OF LAKE SUSAN R COMPLETION OF 101. I 1 �T FENCE 7-0- 81 INSTALLED OND.IMMEDIATEL Y—AFTER POND IS COMPLETE. c � � I )W,FeR THE PROJECT FLOWS 212 DITCH ANDjp�r NEAST WITHIN THE SEWER. .r- • THE SITE MUST BE STABILIZED WITH A 250 SEED MIX AND TYPE I MULCH IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • ALL TEMPORARY STOCKPILES MUST HAVE TYPE II SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (> 3:1 SLOPES), OR 14 DAYS 10:1 TO 3:1), OR 21 DAYS 10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. • THE SITE SHALL BE STABILIZED WITHIN 48 HOURS OF FINAL GRADE COMPLETION. • ALL PERMANENT PONDS USED AS TEMPORAY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. Is ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • AREA TO BE GRADED = 7.66 AC. TOTAL SITE AREA = 7.73 AC. HARD SURFACE AREA AT FULL BUILD OUT = 3.0 AC. • ALL DISTURBED AREAS AS RESULT OF CONSTRUCTION ARE REQUIRED TO BE RESEEDED & MULCHED WITHIN 2 WEEKS OF SITE GRADING. G NERAL GFAMG & IMANAGS NOM • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/TOP BACK OF CURB GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • REFER TO SIDEWALK AND PAVING PLAN FOR CURB AND SIDEWALK ELEVATIONS. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES 7;ITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 1-800-252-1166. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • PLANS F R HWY. :THIS PLAN 212/HWY.1101% AKE SUSAN TO THE CO MPLETION OF DS SHOULD L VERIFIED WITH FINAL MNDOT PLANS. L1�C�1iD TYPE I SILT FENCE �® DENOTES ®� DENOTES TYPE II SILT FENCE sao DENOTES EXISTING CONTOURS �99Do DENOTES PROPOSED CONTOURS 2-3.+5 DENOTES GRADE BREAK AREAS " WF EaF DENOTES PROPOSED SPOT ELEVATION AT TOP BACK OF CURB (TYP.) •P'° DENOTES EMERGENCY OVERFLCW "u" DENOTES HIGH POINT ELEVATION DENOTES LOW POINT ELEVATION DENOTES XDx DRAINAGE ARROWS DENOTES PROPOSED STREET GRADES DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER .. v DENOTES EXISTING TREE LINE. �vwv,n DENOTES APPROXIMATE TREE REMOVAL LIMITS DENOTES WOOD FIBER BLANKET Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 TNH 1006' SOUTH OF THE INTERSECTION BETWEEN LAKE SUSAN DRIVE & EXISTING STATE HWY. NO. 101. ELEVATION= 908.58 Crry OF CHANHASSEN RECEIVED MAR 0 3 2006 CHANHASSEN PLANNINGMT 0' 50' 100' 150' 20055198GDP01.DWG Date 12/19/05 Sheet C1 OF C5 Westwood Professional Services, Inc I hm dut thle Plan by me or wader my 3701 12th St. N., Sufte 209 and tfiat ff77— a°�•aaldtme� ARN Prepared for.St. Cloud MN S6303 k�. �,a5/�_oWNER REVISIONS Chanhassen Gateway Place, LLC Gateway North 01/24/OB—EARTHWORK BALANCE & UTIL REVISIONS 1 RTG y Grading 8� Brosion PHONE 320-253-9495 —C c a/1 FAX 320.253-a737 G 02/23/06—CITY COMMENTS Drawn: jAL A{1: J8:11eCil TOLL FREE 320-2 27 737 yaE de0el 03 01 06-0 ER COMMENTS Contro �� YY@StyvoW www.westwoodps.com Date�Ol/06 License No . 41359 Record Dr.wDas e./a.ee P.O. AlyaDyMhuxesot 56W Chanhassen, Minnesota 02005 Westwood Professional Services, Inc. ■M•E SEE SHEET C5 FOR PROFILE OF PUBLIC WATERMAIN WET TAP EXISTING WATERMAIN SALVAGE HYD. & VALVE 15'-6" DIP 8"x 6" TEE GRND. EL.=906.50 'D x S IE 89 0 FUTURE WM ,I EX MH 71 RE 911)81 WIE (N 886.88 11 Ye BEND 1 ------------- -- / 0 1 Z, / r /' I / /X ,�1 o. r3 en �t �+.n �-• I r 22 11/�0 D 8 GV 45° BEND- 8" GV 8"x 6" TEE I I I HYD. w/AUX. VALVE - 1 SAN. MH 19'-6" DIP IRE 912.01 8"x 6" TEE ° I IE (NW) 887.07 GRND. EL.=910.90 IIE (E) 89(i.73 IREMOVE PLUG & CONNECT TO 1 EXISTING (SANITARY SEWER I CONTRACTOR TO FIELD VERIFY 2 1 LOCATIONI & ELEVATION ° I I 450 BENDS - I I I � 3 I I V CB Z >- a < I_I J P 3 In QI I 0 WI I N XA P: �OUTLOT A I I FES 200 V /�-• /GCB-205 w IE 895.30 Y I 104'-8" PVC SDR 3 SAN, SERVICE ® 1.50 I 108'-6" C-900 I J R-18 WM SERVICE 6" GV 450 BEND I w I a I � o: CB-204 I I I STUB PIPE I 12"x6" PVC WYE I CB 203 TRENCH DRAIN I TO INSTALLED i I WITH BUILDING CONTRACT I CB 201 I I 18" FES 5.9 C.Y. f CLASS III RIPRAP i ° II W/GEOTEXTILE i BLANKET N�IR. I. / PR°PAR ° L�1 os y5 EOF=900.5 `) 1 asr 6.7 C.Y. CLASS III RIP I I RAP W/GEOTEXTILE I I BLANKET 19 -18 RCP CLASS 5 ® 0.50% 7 1 . -� EX FES 18" FES IE 898.25 5.9 C.Y. CLASS III RIPRAP m W/ GEOTEX11LE BLANKET ISK-100 " IE=898.25 l I I(SEE DETAIL) / I ov I I O '77 I I 41 I I I EX CBMH 3692 I I RE 902.63 I I IE 894.60 I 1 / o IE 897.86 / I / EX FES IE 898.50 f HYD. w/AUX. VALVE �o 14'-6"DIP 8% 6" TEE GRND. EL.=904.11 Boa c� s EX CBMH 3696 RE 901.32 IE 896.18 GENERAL SANITARY SEWM AND WATT MMN NOM • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONTT. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OR TRANS., SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE SITE PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. ALL CONECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. • CONTRACTOR SHALL FURNISH AND SECURELY INSTALL A BAG OVER ALL HYDRANTS NOT IN SERVICE. CITY PUBLIC WORKS AND FIRE DEPARTMENT SHALL BE NOTIFIED 24-HOURS IN ADVANCE OF TAKING ANY HYDRANTS OUT OF SERVICE. NOTIFY SAME DEPARTMENTS WHEN SERVICE IS RESTORED. G N RiAL STORM SEWM NCYM • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONTT. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OR TRANS., SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE SITE PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. • PROVIDE NEENAH R-3067-V CASTINGS OR APPROVED EQUAL ON CATCH BASINS UNLESS OTHERWISE NOTED. • ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS. • ALL DISTURBED AREAS AS RESULT OF CONSTRUCTION ARE REQUIRED TO BE RESEEDED & MULCHED WITHIN 2 WEEKS OF SITE GRADING. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 CITY OF CHANHASIM WATM =VICE DWAU ATION POLICY: • THE INSPECTION DIVISION SHALL BE RESPONSIBLE FOR ISSUANCE OF PERMITS. NO PERMITS SHALL BE ISSUED UNTIL APPROVAL PLANS HAVE BEEN OBTAINED FROM THE FOLLOWING: A ENGINEERING DEPARTMENT B FIRE MARSHAL C MINNESOTA DEPARTMENT OF HEALTH D PLUMBING INSPECTOR • MECHANICAL INSPECTORS WILL DO ALL INSTALLATION INSPECTIONS AND WITNESS THE HYDROSTATIC AND CONDUCTIVITY TESTS. CALL (952)227-1180 TO SCHEDULE AN INSPECTION. • INSPECTION REQUIREMENTS A) ALL PIPES SHALL BE INSPECTED BEFORE BEING COVERED. PHONE (952)227-1180, TO SCHEDULE INSPECTIONS. A 24 HOUR NOTICE IS REQUIRED. B) CONDUCTIVITY TEST IS REQUIRED. THE PIPE SHALL BE SUBJECT TO MINIMUM 350 AMP TEST FOR A PERIOD OF 5 MINUTES. C) HYDROSTATIC TEST REQUIRED. ALL PIPE SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST OF 150 PSI FOR 2 HOURS. ALLOWABLE PRESSURE DROP SHALL NOT EXCEED 1 PSI. D) PIPE SHALL NOT BE RUN UNDER BUILDINGS-NFPA 24,8-3.1. • UPON APPROVAL OF THE HYDRO TEST, PLUMBING INSPECTOR SHALL SUBMIT A COPY OF THE INSPECTION REPORT TO THE UTILITY SUPERINTENDENT. THE INSPECTION REPORT SHALL NOTE WHETHER THE SYSTEM IS READY FOR MAIN FLUSH AND DRAWING OF WATER SAMPLE FOR BUG TEST. • WATERMAIN FLUSHING SHALL BE WITNESSED BY THE UTILITY SUPERINTENDENT. A) WATERMAIN FLUSHING MAY BE SCHEDULED BY CONTACTING THE UTILITY SUPERINTENDENT AT (952)227-1301. A 24 HOUR NOTICE IS REQUIRED. B) THE UTILITY SUPERINTENDENT SHALL OBTAIN A WATER SAMPLE FOR A BACTERIA TEST AFTER THE MAIN FLUSH AND DELIVER TO A TESTING COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING COSTS. ALLOW TWO WEEKS FOR TESTING RESULTS TO BE RETURNED TO THE CITY. C) UPON RECEIVING APPROVAL OF THE WATER SAMPLE TEST, THE UTILITY SUPERINTENDENT SHALL SUBMIT A COPY TO EACH PLUMBING INSPECTOR AND TURN WATER ON TO THE TESTED APPROVED SECTIONS OF THE PIPING. • AN ADDITIONAL SUPERVISED FLUSH AND FLOW TEST WILL BE REQUIRED AND WITNESSED BY THE FIRE MARSHAL FOR SERVICES SUPPLYING FIRE SUPPRESSION SYSTEMS. THE FLUSH AND FLOW TEST SHALL BE PERFORMED IN ACCORDANCE WITH 2O02 NFPA SEC. SEC.10.10.2.1. CONTACT THE CHANHASSEN FIRE MARSHAL AT (952)227-1151. • WATERMAIN INSTALLATIONS SHALL COMPLY WITH: A MINNESOTA PLUMBING CODE, CHAPTER 4715 B CHANHASSEN ENGINEERING DEPARTMENT, WATERMAAN SPECIFICATIONS C) NATIONAL FIRE PROTECTION ASSOCIATION, CHAPTER 24 • ONLY AUTHORIZED CITY EMPLOYEES ARE PERMITTED TO OPERATE CITY WATER CONTROL VALVES. FOR WATER TURN ON OR OFF CONTACT UTILITY SUPERINTENDENT BY PHONE (952)227-1308. A 24 HOUR NOTICE IS REQUIRED. Structure Casting Type Drains To Structure No. Slope % Pipe Dia(in.) Pipe Length Pipe Material Rim Elevation Up Structure Invert Elev. No. Type Dia. I Up Structure IDn. Structure 205 CB** NA PVC 204 1.00 8 158 PVC 909.00 906.00 1 904.42 204 CBMH** NA PVC 203 4.73 8 115 PVC 911.00 904.42 898.98 203 Trench Drain* NA NA 201 0.40 15 85 RCP 900.90 898.98 898.64 202 CB 48 R-3067-V 201 3.00 12 1 113 1 RCP 907.55 1 903.55 900.16 201 CBMH 48 R-3067-V 200 0.22 21 135.8 RCP 904.42 898.64 898.35 ** CB-205 AND CBMH-204 ARE PVC YARD DRAINS *TRENCH DRAIN TO BE INSTALLED UNDER BUILDING CONTRACT BSNC�ARIC TNH 1006' SOUTH OF THE INTERSECTION BETWEEN LAKE SUSAN DRIVE & EXISTING STATE HWY. NO. 101. ELEVATION= 908.58 NOM WORK OUTSIDE OF PROPERTY LINES BY OTHERS. THE CONSTRUCTION OF LAKE SUSAN DRIVE, BITUMINOUS TRAIL, STATE HWY. 101 AND STATE HWY. 212 TO BE UNDER MNDOT CONTRACT. . Westwood Professional Services, Inc. I heptfQrtfEy dun dds plea we. by me or undo my ReTialca c ��� �N Prepared for 3701 12th St N., Suite 206 m t-I-�m dut Hcaieed PROFSSSIONA.t 5t. Cloud, MN 56303 undo I1 of It � 01/24/06-OWNER ORK BALANCE Chanhassen Gateway Place, LLC 01/05/06-EARTHWORK BALANCE k UTIL REVISIONS checked: $Y'G PHONE 320-253-9495 G 02 14 o6-c C M NTS FAX 320-253-8737 7702/23/06-CITY COMMENTS pnwz JAL TOLL FREE 1-800-270-9495 Ryan T. 03 01 06-OWNER COMMENTS Attu: Jamie Thelen Westwood0l/06 41359 x.ma °i" ftg�� Albanyddw , Minnesota n�ta 563M www.westwoodps.com Dada Licmie Na I.RG M 0-"--0 DENOTES EXISTING STORM SEWER »� DENOTES PROPOSED STORM SEWER -®- DENOTES EXISTING SANITARY SEWER - - DENOTES EXISTING WATERMAIN - DENOTES EXISTING HYD. W/VALVE -�- DENOTES PROPOSED SANITARY SEWER -1- DENOTES PROPOSED WATERMAIN -»F DENOTES PROPOSED HYD. W/VALVE -®- DENOTES FUTURE SANITARY SEWERS - I- DENOTES FUTURE WATERMAIN -"--- DENOTES FUTURE STORM SEWER Gateway North 0' 50' 100' 150' 20055198UTP01.DWG Date: 12/19/05 sheet: C2 OF C5 Utility Plan c 2005 Westwood Professional Services, Inc. W Westwood Professional Services, Inc. 3701 12th St. N., Suite 206 St. Cloud, MN 56303 PHONE 320-253-9495 FAX 320-253-8737 �,y,�.��TOLL FREE 1-800-270.9495 Westwood www.westwoocips.com I qh— that t tt t was by me w unda my HfvUlOaa: u and tLat I am ■ d L PROFESSIONAL Ethe la Ste 01/05/06—OWNER REVISIONS I , 01/24/06—EARTHWORK BALANCE & UTIL REVISIONS 0 1 O6—CI COMMENTS G 02/23/O6—CITY COMMENTS Ryan T. dlm 03 01 O6-OWNER COMMENTS Taft O1/06 Lkao a No. 41359 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ['lj LAKE SUSAN DRIVE TO BE CONSTRUCTED UNDER SEPARATE PROJECT. GME AL STRICT CONSTRUCTION NOM • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OR MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OR TRANS., SEPT. 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE SITE PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • PROVIDE NEENAH R-3067—V CASTINGS OR APPROVED EQUAL ON CATCH BASINS UNLESS OTHERWISE NOTED. • ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS. BRNC ARIL TNH 1006' SOUTH OF THE INTERSECTION BETWEEN LAKE SUSAN DRIVE & EXISTING STATE HWY, NO. 101. ELEVATION= 908.58 LBGt�1D mommommmmo DENOTES TYPE I SILT FENCE ME mmm MR DENOTES TYPE II SILT FENCE -----980--- DENOTES EXISTING CONTOURS --sift-- DENOTES PROPOSED CONTOURS DENOTES GRADE BREAK AREAS "23.46 DENOTES PROPOSED POT ELEVATION AT GUTTERLINE. (TYP.) EOF ' OF DENOTES EMERGENCY OVERFLOW "�"6 DENOTES HIGH POINT ELEVATION x UP. LP. <*�EKI a--"--o 01-16-10 nrv�rvv, 0 ltadRU&' Aau1 Prepared for. �: Chanhassen Gateway Place, LLC 10,.m rw Attu Jamie Thelen Aewd Pmft by/daft P.O. Box 10 Albany, Minnesota 56307 DENOTES LOW POINT ELEVATION DENOTES DRAINAGE ARROWS DENOTES PROPOSED STREET GRADES DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE. DENOTES APPROXIMATE TREE REMOVAL LIMITS DENOTES SANITARY CLEAN OUT DENOTES PEDESTRIAN RAMPS Gateway North 20055198PVP01.DWG Date: 12/19/05 Sheet C3 OF C5 Sidewalk & Paving Plan c2006 Westwood Professional Services, Inc. NOTES: 1. Shape of back of buttress may vary as long as pourec against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45°. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 0 = 450 Minimum. S. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 0 - See no BUTTRESS DIMENSIONS PIPE 22 1/20 BEND 45 BEND 90 BEND/TEE SIZE 81 D1 B2 D2 83 D3 6" V-5• V-5" V-5•• V-5" 2•-1" V-6" 8" V-5" V-5" 2'-l" V-6" 2'-8" 2'-0" 12" 1'-10" V-10" S-4" 2'-0" 4'-9" 2'-6" 16" S-O" 2'-0" 3'-10" S-O" 6'-2" S-6" 20" S-6" 2'-8" 5'-6' S-4" 8'-4" 4'-0' 24" 4'-e 5-O' 6'-10" S-10' 9'-6" 5'-0" 30" 9'-3" 6'-0" 17'-0 PLAN 99 BENDS CONCRETE SHAL IN CONTACT Wll THIS QUADRANT OF PIPE PLAN 45' BENDS 0 - Sex SECTION A -A PLAN 22 1/2' BENDS CITY OF CONCRETE THRUST CBANHASSEN BLOCKING REVISED: DATE: 2-97 PLATE NO.: i0O2 FILE NAME: 393_1002 r 0.75" _lit__ 1.5" BIT. WEAR �� 2" BIT BASE H-1979-0207 WITH 2" MIN, 2' MIN. RISE OR HDPE OR APPROVED EQUAL PRECAST CONCRETE ADJUSTING RINGS Rings shall be set on ABS sealont or approved equal. 6" THICK CONCRETE 27" COLLAR NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH (�-1642 OR MCI J309 AND SHALL INCLUDE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES IF BIT. BASE OR BINDER MAX. ((2 23 4a) ADJ. RINGS RR RINGS AND HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTOR = 0.2') ADJUSTING RINGS 27" 6" THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL WEAR COURSE THICKNESS COVER RISER SIZE DEPTH OF CASTING SET BELOW BASE COURSE OR BINDER COURSE 1.5 2 RISE 1.25 2.0 2 RISE 0.75 2.5' 2 RISE 0.25 NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO 1/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LAOTECH INC. OR APPROVED EQUAL. CITY OF MANHOLE CBANHASSEN ACASTING AND DJ STING DETAIL REVISED: 1-00,1-04 DATE: 2-97 PLATE NO.: 2110 FlLE NAME:393_2110 GII NOTES: 1. Grates to be made in (2) PIECES 2. All metal shall be hot-dipped-eclvanized I S`e Hole -MOOTH BARS �- a C 0.0. EACH WAY (4) 1/2" 0-13 UNC Hex Head Stainless SteelBolts with NO. and Washers Sir ucWre Requires (2) Piece Gmte Per Omwing 1/4' STEEL PLATE ----� t 9"to12' HWL 901.5 ounTr' - DETAIL A -A �N.W.L- 898.35 _ F. INLET PIPE NOTES 1. Standard pipe podium, required on both Inlet h outlet pipe.. 2. Inlet pipe must be larger than nutlet pipe. CITY OF POND OUTLET CBANHASSEN CONTROL STRUCTURE REVISED: 1-00, 1-03, 1-05 GATE: 2-97 PLATE Ne: 3109 FILE NAME: 393_3109 -i in Y o -, O m QJ a ry w z Q K a F p Z O F w o - O - o n WZ x >a - R a a F- z -a m a 'NIW <- <iF z WImt W Q .L of a <� O w 8 a ¢ > o LJ z N & m ino W; im iv < ao 0� x m r am n x j W a p J 3 Q � < U, � f56< LV N W -IN>m Kx� <w ��>C Z O � Nf7 \ < Dia a r <ya ro o Q GOa Q XVW ,SL aWj GO_ WO Z 91j ZV JmIN 1a in � tn2 a O O F � 326 am N e Z I--O�JO7 J4 �'? o�Qz m FaypPsj, m 563jY�'�^ F�a�pa zo�8 IW Qa mo iW o�i_ rcNWagWJo_1 ;x-nO8nriLLW0Nkp.U;.' } hypyQ'•� oNW W� < �3a ,A�rc zx,z 01- 0 WN NY�o: m Q �imW2D Km OF a U- =nO DO N Rwa I- aDU] G imz w dpo oa FOU�In/ p� 2WK i,tii<. SfWn`SOFtr/wi �xya CITY OF TYPICAL CBANHASSEN HYDNT INSTALLATION REV6ED:1 W,1_2�OL 1-02 DATE: -a 2-a7 PLATE No.: 1004 FlLE NAME: 393_1004 Bc Use MNDOT 3149.2A Granular Borrow V C The bottom of the trench shall be shaped to fit the ipe barrel for at least 50% of the out diameter Dia+12" Min. r- "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill small be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.21-1 course filter aggregate. CITY OF PIPE BEDDING CBANHASSEN IN POOR SOILS REVI6ED: 1_g8 DATE 2-97 PLATE No.: 2201 FlLE NAME 3931201 PL CL PL 30, 30' 15.5to Back 15.5' to Bock Wear Course. to be 1/2" e Above Edge of Gutter 4°Q 2.0% do+. rp\age 3.0% 1.5 : 1 4" Topsoil, Seed 7 1/2"-MNDOT 2350 LVWE350308 & Mulch or Sod. Surmountable Tack Coat - 2357 Concrete Curb 2"-MNDOT 2350 LVNW350308 - 12"-Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2E Select Granular Borrow (See Note 7) NOTES 1. Right-of-Woy Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75X 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. hall b performed b the owner 7. roll of the prepared sub rode s e A test P P 9 P Y tit has the authority to require resents of a tit inspector. The t in the Y Y eq P Y P additional subgrade correction based on the test roll. CITY OF TYPICAL CBANHASSEN SRESIDENTIAL TREET SECTION REV5ED:2-97 . 2-01, 1-03 PATE: 2-97 PLATE Na: 5200 1-05 FILE NAME 393_5200 CL StreetPIL Variable 9' 6' METAL FENCE POST DENOTING CURB BOX. TOP 6" PAINTED BLUE. CURB BOX WITH 1 1/4" STANDPIPE AND STATIONARY ROD. I i Water Service"K' I` 1"X1" Corporation Cock 1" Type K' Copper Concrete Block Support Water Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2. THE USE OF PIGTAILS ARE NOT PERMITTED. 3. THE COPPER SERVICE LINE BETWEEN THE MAIN LINE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED. 4. CORPORATION COCK TO BE 1"X1" INSIDE DIAMETER. 5. SADDLE REQUIRED ON 6" DIP OR SMALLER MAIN. 6. SADDLES WHEN REWIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REQUIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL WATER CBANHASSEN SERVICE REVISED: 1-98 DATE: 2-97 PLATE Ne: 1005 FlLE NAME: 393_1005 _o 5 do 09 `o �� fl_I I�I� -ENW a 0 - o is Pia na 00 Bc i�I II E te$ o a,n -_ - I srn Uo IO.SBc Natural Ground NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CITY OF PIPE BEDDING CBANHASSEN +DIP GOOD SOILS RCP REVISED: DATE: 2-97 PLATE NO.: FILE FILE NAME:393_2202 NOTE: MINIMUM OF 9" CL 5 UNDER ALL CURB & 6" 1 Distance to E variable 1/2"r 3"r /2'r Top Bituminous Material s ape 1. rO 34 erH :21` MnDOT B618 Concrete Curb and Gutter 8' 18" 1/2"' 6' b vbNe sy 1/2'r Top Bituminous Material saal'`pe R MnDOT 6612 - - Concrete Curb and Gutter - `'•r : • 6 N \ NOTE: 8 tY For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" 68"R r-Top Bituminous Material // \ �.• o - 1/2'i -: SURMOUNTABLE ^ Concrete Curb and Gutter 17 1/2" 10 1/2' 28" 4" 8" 1 1/8'r m Bituminous Bituminous Curb Surface 6" Shoe Formed N�- CITY OF TYPICAL CURB CBANHASSEN AND GUTTER REVISED: 2-97 DATE: 2-97 PLATE NO, 5203 FlLE MME:393_5203 DROP DD WATER Tyler No. 6860 7.5' Minimum cover required Mueller No. H-10361 over top of water main. Bibby -Ste -Croix No. 8-5160 PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. Grade TOP Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. VB502 27" Tyler No. 6860 Mueller No, H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No, 511 14' Gate valve box, screw type, No. 59 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14" J6 round base No. 59 20" Bibby -Ste -Croix . 57 9" VB520A\85 CATE VALVE ADAPTER: 1 4" / V8521. 58 14" STEEL WITH PROTECTIVE V9522. 59 20" COATING, 1/2" RUBBER VB523o. 60 26" GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. BOTTO Tylero. 6860 65" Muellero. H-10361 65" Bibby-o. V8516 60" Resilient Wedge Valve x to be Conforming to AWWA ed per C-515-80 standards a with all stainless steel BASE nuts & bolts. ��� 18"%18"X8" concrete block CITY OF GATE VALVE CBANBASSEN AND BOX INSTALAON REVISED:2-97.1-03,1-N DATE: 2-97 PLATE NO.: 1006 FILE NAME: J93_1006 NOTE: oll L Grate Shown 0 Face of Curt iv Direction of Flow PLAN Catchbasin casting and grate Neenah R3290-L or equal - Grate to be 2" below 3" radius curb bex. gutter grade. 5 transition each side of catchbosin. Precast concrete or HDPE adjusting rings. Top of Curb Varies Minimum of 2-2", 6 1/2" maximum of 5-2" Varies concrete Call sment 24" x 36" rings allowed with 1/4" Precast 5. 3' minimum to 1/2 bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. 6" Doghouses shall be grouted on both the SEI.TION Inside and outside. NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CITY OF STORM SEWER CBANHASSEN CATCH BASIN REMSED:1-00, 1-03 DATE: 2-97 PLATE NO.: MM ow Expansion pint Remove Crown (23' WARP) Expansion pint Q A Tip gutter out q flow 18" IT r, 'r SECTION A -A i4 REBAR 03.6° O.C. NOTES: 1. 1/2" Preformed 'pint filler material - AASHTO M213. 2. No Contraction Joints in Cross Gutter. CITY OF CONCRETE CBANHASSEN VALLEY GUTTER 11�L�2-99 -Wm nqD 2-97 ft= War 5206 NL 3-52 CL PL Variable 9' Ta Z `o Wye Plugged End F € 1/8 Bend m m 6" PVC SDR-26 Pipe Min. Slope 1/4" Per Fact J r{- 2"x2" Marker `1/2 Pipe Diameter Min. See Note 2. Sanitary Sewer Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL Services to be Used in Conjunction with Plastic Pipe Sewer Main for Depths of Cover with Less Than 16 Feet, NOTES: 1. Solvent Weld all Joints. Non Gasketed 2. When Sanitary Sewer Service is not Accompanied by a Water Service in 6' Heavy Metal Fence Post Next to 2 x 2 the Same Trench,a nst II a Y Marker and Paint Top of Post Florescent Green. 3. Required on Private Property if Distance from Main to House ri Exceeds 90 Feet. Exceeds 4. All pipe shall be bedded on granular borrow 314A or course filler aggregate (3149H). CITY OF TYPICAL SANITARY CBANHASSEN SEWER SERVICE REAMD:2-991-0e DATE: 2-97 PLATE NO.: 2001 FILE NAME 393_2o01 24"x36" slab opening for Neenah R3290-L or equal NOTE: L grate shown Neenah R3290-L casting and grate or equal. 6" Conic. collar PLAN Minimum of 2 maximum of 5-2" concrete adjustment rings with full 9 beds of mortar. -HDPE Precast c e or -I adjustingsting rings. i° ° 6" precast reinforced concrete slab. Top of barrel section under top slab s to have flat top edge sealed with 2 beods of Romnek or equal. Z All joints in. manhole to have Varies .0. ring rubber gaskets. 4'-0 TYp. Precast concrete section NOTES: 5. 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. 6 " L So r Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for P io each 4' of depth 9 realer than 14' and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 / SECTION diameter at pipe and slope grout 2" toward invert. CITY OF CATCH BASIN CBANHASSEN MANHOLE REwSED: ,-00, 1-03 DATE: 2-97 PLATE NO.: 3102 FlLE NAME: 393_3102 _ PL VARIABLE HYDRANT t VE BOX 6" 6= VARIES 5'-6' SEE PLANS I1/4- SLOPE PER FT, TO ROADWAY SEE NOTES 1 & 3 J 4" Class 5 Base 3' I 2.5' NOTES: 1. TYPICAL 6' THICK CONCRETE I KSIDEWALK. 2. USE 7 1/2" THICK FOR COMMERICAL DRIVEWAY CROSSING.. 3. JOINT SPACING ATINTERVALS. EXPANSION JOINT SPACING AT 10 INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE.- CITY OF CBANHASSEN WALK REVISED: 2-99, /-03 DATE: 2-97 PUTT NO.: 5Mw FILE NAME: 393_5214 GIY Manhole Casting and Adjusting Ring (See Plate 2110) Provide la) Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R198IJ or Aluminum, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "0" ring rubber gaskets. A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Pipe shall be cut out flush with inside face of wall. Precast Inverts Must be 1/2 of Pipe Diameter and Benches Sloped 2" Toward the Invert Mlnimum thickness precast base is 6' for 14 le deep or less, and increases 1' in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All d houses shall be grouted on inside °9 9 out side and outside. 3. When the manhole or catch basin n structure Is co strutted outside the traveled roadway a witness post and sign shall be installed next to the manhole. SECTION CITY OF STANDARD CBANHASSEN MANHOLE RE415ED:2-97,1-03,1-04 DATE: 2-97 PLATE NO.: 2101 FHE NAME: 39311m J REWIRED kND 2 MIRAFI Iter (MNDOT 3601.213) =ilter Type III RIPRAP 1 Granular Filter (MNDOT 3601.213) SECTION B-B Geotextile Filter Type III CITY OF RIPRAP CBANHASSEN DETAIL REVISED: 1-98 DATE 2-97 PLATE NO 3107 FILE NINE: 393_3107 it 5' min. FLARE TO MATCH WIDTH OF WALx A� o"i r� vac ae -L 11/5" 7 -t 7 ts• 1 ° DOME SECTION 000000000 n °0000,0000 yr enmwJ .6' 4 o0 W.4 e' aOOppO A� PLAN VIEW OF DIGONAL RAMP DOME SPACING aM8 ! GUTTER 5'-4" 1 4 0" a8 FTJFT. at Mrroi R in 1 SECTION A -A o y Y ic a 0. AION rn FLARED sOF OF 3 u TI G CiAI rxanxa oswpmons nu NOT Raasr, wv ass a to rr /TT.- o.os a/FT slorc ) 6' 3" 4' O"min. 6' 3" N ELEVATION OF RAMP 1/2 INCH PREFORMED JOINT FILLM MATERIAL, AASHTO M 213. WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48' LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. ® 6' TO 8' IS THE REOUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. 4 DOME O REQUIRED TRUNCATED E AREA SHALL 2' 0" MIN. IN DI' N TRA A O OEL AND SH LL EXTEND U EXTEND THE FULL WIDTH 4' 0' TYP. OF THE R ( CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH TYP. 0' ' S IA TRUNCATED DOME AREA LL CON,RABT ISUALLY WITH THE ADJACENT WALKING SURFA CE THE ENTIRE TRUNCATED DOME AREA LIGHT COLOR (U GRAY, WHITE YELLOW) WHEN DAM THE ADJACENT SIDEWALK IS A DARK COLOR. WE ENTIRE TRUNCATED TED DOME AREA SMALL BE A DARK COLOR (RED, BUCK. DARK MAY, OR BRIGHT YELLOW) WHEN THE ADJACENT SIDEWALK IS A WHITE' OR LIGHT GRAY CEMENT COLOR. O SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE NOT A. ® TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF PEDESTRIAN CBANHASSEN CURB RAMP REMSED: 1-98, t-04, 1-a5 DATE: 2-97 O PLATE NO.: 5215 GIJ FILE NAME: 393_1211 _ `I/1 BARRIER" INNER - MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" PRECAST, BLOCK, OR -� BRICK MANHOLE CONE CORBEL 48" Manhole Frame and Cover HDPE OR PRECAST CONCRETE ADJUSTING RINGS 27 MASTIC SEAL 9 NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD tail- REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 OR S RIN G NORINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS THEN THE I CONTACT UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. CITY OF CBANHASSEN BARRIER REVISED:1-04 DATE: 1-03 PLATE NO, MM FILE NAME - G1VD See City Plate No. 3107 for riprop placement. Anchor �P} �C Tie last 3 pipe pints. -� Use 2 tie bolt fasteners per joint. Install at 60° from top or bottom 6" of pipe. Provide 3 anchor clips to fasten Trash Guard to Flared End Section. H Hot dip galvanize after fabrication. Anchor both sides. ISOMETRIC TRASH WARD SIZING Pipe Size Bars W Bolts 12"-18" 3`4"0 4" 5/8- 21"-42" i 0 6" 3/4" 48"-72" 1 1/4"0 12" 1 NOTES: 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. 2. All new Reinforced Concrete Aprons n w p s o new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. CITY OF FLARED END SECTION AND CBANHASSEN TRASH GUARD REVISED; GATEPLATEPLATE No: 3108 F9E NAME: 393_3,08 6" IT 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required Sign - Both Directions 2.51-8. 7' Upper 1 c Galvanized Steel Sign Post 18" O.D. of(2) 5/16" x 1" tnlzed Steel E 12 Guage in Post Bolts - a Tamperproof o -' with Washers - c_ O � w 2' Min. 6 ;her Plate is Curb Typical Street 3LB. 7' Anchor Sign Installation Post - Pneumatically Driven Typical Traffic Sign Installation Bolt Post With Sign Post to Post in Concrete Expansion Joint Material T .a 4 Sides Full Depth L _Effi Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (612-474-1967 ) 2. For Material Specifications bons e ca . r Section 4.11 of Standard Stree t et Specs. P 3. Traffic Signs with 9 Ft. or More f Surface 0 o Su ace Area and 36" or Larger i 9 Sq. Lo a Sze. Must be Mounted with Two Separate Posts. g 4. For Private Streets, Signs Shall be the Same as Above, Except Lettering to be White on Blue Background. CITY OF STREET AND CBANHASSEN TRAFFIC SIGN INSTALLATION REWSED:2-99 DATE: PLATE NO.: FlLE NAME:39352A 2-97 5217 20055198DTF01.DW Date 12/19/05 sheet C4 of C5 Westwood Professional Services, Inc. I h that thU plan leas try ells or unit m 7699 Anagram Drive Pill and that I ern a d B PROFESSIONAL Dadaead AJtN W 9 a 7 Prepared for. Eden Prairie, MN 55344 h�1RIBR tx Ba of 01/24/06 EARTH ORK BALANCE Chanhassen Gateway Place, LLC Gateway art construction 01/05/05-EARTHWORK BALANCE & UTL REMSIONS aic PHONE 952-937-5150 ;` - fAX 952-937-5822 I �i 02/23/06 CITY COMMENTS J)at►wat JAL Attn: Jamie Thelen Details TOLL FREE 1S88-937-5150 Ryan T. qkleon 03 01 06-OWNER COMMENTS Westwood www.westwoodps.com p /OV06 License No. 41359 B ll�d °"/ �� Albany, ,Minnesota 56307 Chanhassen, Minnesota 0 2005 Westwood Professional Services, Inc. PROPOSED LAKE SUSAN DRIVE WATERMAIN Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven morlofilament, 36"wide fastened steel T-Posts with 3(501b) tens strength plastic zip ties per ' T-Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 T Posts 24" in ground rim Ms. Depth d silt fora eRwadoenl Note: Type 2 silt fence is the some as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Zip Ties Hay or Straw Hoes In mf Ydw bM'i Wagl ..IT. 20 "p IN, gaol b",a�Ne�HH EROSION CONTROL FENCE - TYPE 2 CITY OF CHANHASSSN FENCE REVISED: 2-97. 1-02. 1.0"l." DATE: ^�� PLATE NO.: N�I FILE_ NAME: 393_5300 GWW SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. - use "."".. nr, .roe. ,n,,,.x .ppR ro+rmx. uwlARu uar nslcxr uA" Ne - AeS il.l-9.. S✓81Y IICNA n/e - Y9 [TR 19Y6 -'M1PX. e. .e05 IAT6R !Colt W18 (rNROVGf TY%!I FILrBR)0 rOr ef, 19' iLW nrrRnv ovsvn0r aArs s.aw .m a ,s u.m MODEL#CG23 NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. CITY OF CATCH BASIN CHANHASSEN SEDIMENT TRAP REVISED: DATE: V�/LFi 1-04 PLATE NO.: NCr) 2A FILE NAME:393_5302A Wf FILER FABRIC 6" MINIMUM DEPTH 1" — 2" WASHED M\NtM�M 18" MINIMUM CUT OFF BERM j.Lp TO MINIMIZE RUNOFF FROM SITE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSIN C ENTRA CEON =� REVSED: t-96 DATE. 2-97 PLATE NO.: 5301 FILE NAME: 383_5301 G J JV 8 M E PROJECT NAME PROJECTITON-A 54I LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS- MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! CONSTRUCTIONACTIVITY AIN MENAORDELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. Cn1' OF CH4NHA55EN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CITY OF DEVELOPMENT CHANHASSIN INFO SIGN REVISED: 2-01, 1-03, 1-05 1 DATE: 1_98 PLATE NO.: 5313 FILE NWE: 393_53" WI CATEGORY 3 — EROSION CONTROL BLANKET (SPEC. 3885) 4" X 4" TRENCH BACKFlLLED OVER EROSION CONTROL BLANKET (SPEC. 3885) POINT "A" MUST BE HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. 'TRACKING' WITH MACHINERY UP AND DOWN THE SLOPE PROVIDES GROOVES THAT WILL CATCH SEED, RAINFALL AND REDUCE RUNOFF. nuNurr. 8", 11 GA, DINT STAPLES SPACED 91B 1' 0" ON CENER 2" X 2" X 18" LONG WOODEN STAKES AT 2' 0" SPACING. DRIVE THROUGH NETTING AND FIBER ROLL STRAW OR WOOD FIBER 6' OR 12" DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING BIOROLL BLANKET SYSTEM TYPE 3 SPEC. 3889 CIC•3r7Si­._7ffFa'!T1 TYPICAL POND SECTION RIP —RAP I- PROFILE VIEW: ` td____1 RIP -RA Tf" AND FILER BLANKET FILER FABRIC SIDE VIEW: POND f -1C—+I ELM NOTES: CONTOUR FURROWS i. IP STONEI •O.T. Eg A261SPE SURFACE BED EMIND ARPp J6To1.�2 A1,A1A, &• 131. ROUGHENING F 2.AMINIMMM gTTHpINCEKNESS THICKNESSLBEEER5x THE LESS �ii� ALL SLOPES 4: i INCHES. OR GREATER "r 4' DRAIN GRATE A. ."..::':„.. w 1 1/2' ... WOOD LATH S7e26ES �BEBIL MATS/BLANKETS i a w A L A I SHOULD BE 4 w' TAMP DIRT INSTALLED - OVER MAT/ VERTICALLY DOWNSLOPE BLANKET LENGTH I I r r r VARIES r .,Ego- h • r r r Ip r � I • r " r � IF EARTH BERM I STAPLES r MULTCH & SEED SILT FENCE I r r r FlL4 \4001 2,5' MIN SECTION A —A MIN. 4' r r Of VARIES FILER FABRIC 0 P r r SOURCE SILT FENCE r r r e r r r r r • �iffFlLER 2.1 SLOPE r FABRIC MUST BE PULLED TIGHT UNDER GRATE & SECURED TYPICAL SLOPE ,!,� TO WOODED LATH. SOIL STABILIZATION NON -WOVEN GEOEXTLE 2. MAINTENANCE & REPAIR SHOULD ISOMETRIC VIEW FILTER FABRIC UNDER TAKE PLACE EVERY 1/2 RAIN NOTE, TYPICAL TREATMENT EVENT WET SLOPE LINING M8"M 8" SAND -MINIMUM 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, NOTES: REMOVE AT COMPLETION OF PROJECT AND RESTORE AREA PER LANDSCAPE PLAN. CONCRETE FWASHOUT TRENCH DRAIN PROTECTION CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT OSION BLANKET$ RF REINFORCEMEN BLANKETS STAKE AREA 2 LAY LOOSELY AND MATS SLOPE T STAPLE TO MAINTAIN DIRECT CONTACT KITH INSTALLATION THE SOIL DO NOT STRETCH 1" CH ASPHALT PAVING RIP —RAP OVERFLOW 920 910 we] DATUM ELEP 885.00 O t0 m —PROPOSED CA GRADE EXISTING G OUND t .5 FT MINIMUM— C OVER 206' 8" PVC C9 0 DR-18 Z Z x Z Q N to r7to 00 00 M 4- 0) M � 00 to rM I` 00 00 00 0) 00 (0 r,-y d• Ln � It Ln 00 to r, It Ln It M N � M O N O CV O) r M ONO , t0 0 On O OP T O MM CEO) Mal 0)0) 0)0 C) CF, #5 CONTINUOUS 6x6-10/10 WWF r 3/8"- 12 TOOLED OR SAWED JOINTS 0 5'-0" O.C. MAX. UNLESS SHOWN OTHER WISE 3/4" III -III —III —III —III —III Y w . -- _ - -� -I I I -I -� -� I—I°I 1-1 I F1 I I -I I I-1 11-1 11-1 I I I -I � I-III-III-� � �-� I IIII-� I II I �-III-III I �-III-III-III-I I I —EXPANSION JOINT — 30'-0" O.C. MAX OR AS SHOWN ON PLANS. ALSO, WHERE WALK ABUTS ANY FIXED OBJECTS. EX. WALLS, CURBS, MANHOLE COVERS, ETC. 13 SEALANT CONC. 1/2" PREFORMED JOINT SEALANT 5" SAND CUSHION COMPACTED SUBGRADE INTEGRAL CURB AND WALK 14 15 16 20055198DTF02.DWG Date. 32/19/05 Sheet C5 OF a W 3701 12 h Professional Services, Inc. I > ewt t}a P� w� h Lne under nt7 $ � Prepares for Gateway North CIOi Wt trfriUll 3701 12th St. N., Suite 206 d1r�t su end flat I am d Hcpnsed PROPBSSIONAL Dsl ASN St. Cloud, MN 56303 �� at Of M6itie°Otd 01/OS/06-EARTHWORK BAREVISIONS Chanhassen Gateway Place, LLC . I 01/24/06-EARTHWORK BALANCE t UTIL REVISIONS $i'G loWNTS PHONE 320-253-9495 1 - fAX 320-253-8737 Q 02/23/06-CITY COMMENTS DMWZ JAL TOLL FREE 1-800-270-9495 Rrm 03 01 06-OWNER COMMENTS Attu: Jamie 'Tltelen Details Westwood /: l 06 41M $eAsee Dialrint t�/amt PMuu%ota 56W Chanhasun Minnesota 11 www.westwoodpK.com DIs6e lldom�e Na Albany, 02005 Westwood Professional Services, Inc. (Storm Water Pollution Prevention Plan) for Chanhassen Gateway North Chanhassen, Minnesota Prepared for: Chanhassen Gateway Place, LLC P.O. Box 10 Albany, Minnesota 56307 Contact: Jamie Thelen Phone: (320) 202-3100 Fax: (320) 202-3139 Prepared by: . Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone: 320-253-9495 Fax: 320-253-8737 Project number: 20055198.00 Contact: Ryan T. Gideon or Andrew R. Nelson Vicinity Map z w S I t e z f a moe me P'°^<RTn t�nemwtn p� � u INDEX SHEET NO. DESCRIPTION 1 COVER 2 NARRATIVE 3 PRE —DEVELOPED DRAINAGE AREAS 4 POST —DEVELOPED DRAINAGE AREAS 5 GRADING, DRAINAGE & EROSION CONTROL PLAN 6 STANDARD DETAILS 7 STANDARD DETAILS (Not to Scale) NO. DATE REVISION SHEETS SWPPP (Storm Water Pollution Prevention Plan) for: Chanhassen Gateway North Chanhassen, Minnesota Date: 02/23/06 Sheet: 1 of 7 c 2005 Westwood Professional Services, Inc. 1 INTRODUCTION This document presents a Storm Water Pollution Prevention Plan (SWPPP) for Chanhassen Gateway North in Chanhassen, Minnesota. The site is located in the south east quadrant of State Hwy. No. 101 and Lake Susan Drive. Chanhassen Gateway North is owned by Chanhassen Gateway Place, LLC, Albany, Minnesota. The Site is approximately 5.68 acres with one apartment building structure. Construction will consist of, but not limited to, mass site grading, installation of water main, storm sewer, bituminous parking lot, and storm water treatment ponds. Approximately 3.11 acres of the site will be disturbed and 1.28 acres of the completed development will be covered by impervious surfaces. The SWPPP is prepared in accordance with the National Pollutant Discharge Elimination System (NPDES) regulations as established by the Clean Water Act. This report shall be on the site at all times during construction. The owner must also keep this SWPPP on file for three years after submittal of the Notice of Termination. The following are outlined in this SWPPP: — Existing site conditions — Proposed site conditions — Control measures for storm water pollution prevention during construction — Control measures for storm water pollution prevention after construction — Inspection and maintenance procedures 2 CHAIN OF COMMAND The grading contractor will be responsible till mass grading is completed and providing 70% temporary vegetation cover for the remaining pervious areas according to the plans and specifications outlined in this SWPPP. The utility contractor will take over control of the project when the grading contractor has completed. If both the grading and the utility contractor are on the job at the same time there will be a co—permittee between the two parties through the duration of the mass grading portion of the project. After paving streets the grading and utility contractor may submit a MPCA Transfer/Modification Form to the Owner for a signature and submittal to the MPCA. As individual lots are sold to the builder, the builder must submit a Subdivision Registration Form to the MPCA and take all responsibility for complying with the NPDES requirements for the land included in the sale. Street sweeping and inlet protection on streets will remain the responsibility of the Owner. Developer (Owner) will submit a Notice of Termination (NOT) after one of the following has been completed, whichever occurs first. 1.Final establishment of all pervious surfaces according to the MPCA General Permit requirements, OR 2.Another owner has assumed control over a street, and a Permit Subdivision Regerstation Form has been submitted to the MPCA, OR 3.Temporary erosion protection and down gradient perimeter control for all individual lots has been completed, and each residence has been transferred to the owner by the builder. Additionally, the homebuilder must distribute the MPCA's "Homeowner Factsheet" to each owner at the time of sale. The builder will submit a Notice of Termination(NOT) after one of the following has been completed, whichever occurs first. 1.Finol establishment of all pervious surfaces according to to the MPCA General Permit Requirements, OR 2.Another owner has assumed the control over all areas of the site (lots 0-0) that have not been finally stabilized, and a Permit Subdivision Regestration Form has been submitted to the MPCA, OR 3.Temporary erosion protection and down gradient perimeter control for all individual lots has been completed, and each residence has been transferred to the owner by the builder. Additionally, the builder must distribute the MPCA's "Homeowner Factsheet" to each owner at the time of sale. Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone:952-937-5150 Fax:952-937-5822 3 EXISTING SITE CONDITIONS The existing 5.68 acre site is split by a ridge line that directs runoff either to the north or south. The existing site has ground cover that consists of mostly grasses. The south portion drains to existing storm sewer that runs off the site to the south towards Hwy. 212. 4 PROPOSED SITE CONDITIONS The proposed site will have an apartment building, and parking lot constructed that will make up the new impervious surfaces of the site. The proposed site will consist of a storm sewer and a pond to treat storm runoff from the site. Storm runoff will flow overland untill reaches a catch basins that will collect and route the runoff to the pond on the southeast portion of the site. The pond has an outlet that flows into th MnDOTstorm sewer system. Below is a summary of the increase in impervious surface for Chanhassen Gateway North: EXISTING PROPOSED ULTIMATE 0.0 1.28 1.28 The storm water treatment pond on site has been designed to meet or exceed NPDES standards. The table below summarizes the results. REQUIRED PROVIDED NPDES PERMIT PERMANENT POOL (AC -FT) 0.178 (min) 0.101 WATER QUALITY VOL. DISCHARGE RATE (cFs) 5.66 (max) 3.23 4 STORM WATER POLLUTION PREVENTION BEFORE AND DURING CONSTRUCTION The following storm water pollution prevention measures are shown in the plans and shall be implemented prior to construction: — Install silt fence around the perimeter of areas to be graded as shown on the grading and erosion control plan. — All temporary stockpiles must have silt fence around them to trap sediment. — Construct gravel construction entrances at field entrances to the site. — Grading shall be contained within the staked grading limits. The following storm water pollution prevention measures are shown in the plans and shall be implemented during construction: — Phase grading work to minimize the duration that any disturbed soil is exposed. — Place wood fiber blanket on all steep slopes — Place minimum 6 inches of topsoil over areas when grading is complete. — Place minimum 2 tons/acre of straw on all areas after reaching final grade with topsoil and anchor straw with either a straight disk or netting. — Seed and mulch or place sod on all disturbed areas within the following time frames: — Slopes greater than 3:1 — within 7 days — Slopes from 10:1 to 3:1 — within 14 days — Slopes flatter than 10:1 — within 21 days — To minimize tracking and erosion around the apartment place wood chips around building at a depth that will minimize tire rutting. — Inlet protection shall be installed immediately after inlet construction. Inlet protection should consist of a Wimco Model #CG23. I hereby ceetlfy, slut thL plan was prepared by me or under my Revidom dfrat supervbdon and flat I am a duly li msed PROFESSIONAL RNGR4EM under the laws of the Sate of M nnesota 02/23/06— CITY COMMENTS Ryan T. Gideon Date OU23/06 Lim" No. 41359 Protect disturbed areas, including stockpiles, that are not completed but will remain inactive for greater than 14 days with mulch, plastic sheeting, or temporary seeding — Locate stockpiles a minimum 100 feet from catch basin inlets, ponds, and site drainage routes — Concrete trucks will utilize the concrete washout area shown on the plans to wash and rinse their equipment prior to leaving the site. After concrete work is complete, any remaining debris will be collected and removed from the site — Remove any sediments that have been tracked onto public streets daily — Removed any spill of fuel, oil, or other hazardous materials immediately upon detection — Collect all construction debris and solid waste in dumpsters and roll —off boxes — Store construction materials in an orderly manner — Inspect pollution control measures as specified in Section 6 — Repair silt fences, inlet protection, gravel construction entrances and other erosion and sediment controls as needed — Dewatering or basin draining activities of turbid or sediment laden water will be discharged to a temporary or permanent sedimentation basin or treated with the appropriate BMP prior to entering the surface water. Energy dissipation will be provided at all discharge points. Dewatering or basin draining activities will not cause erosion in receiving channels or adversely impact wetlands. — Outlet energy dissipation and stabilization of the normal wetted perimeter of any conveyance system to be stabilized within 24 hours of hookup. 5 STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION The following storm water pollution prevention measures will be implemented after construction by the contractor: — All disturbed areas without permanent impermeable surfaces will be vegetated for final stabilization. See specifications for permanent seed mixtures. — Silt fence, inlet protection and other erosion and sediment control devices will be removed after vegetation is established — Storm water catch basins, manholes, pipe, and ponds will be maintained by the owner in accordance with their Storm water Management Plan once the project has been completed. Storm water ponds shall be cleaned of sediment to the designed pond shape and depth when accumulated sediment exceeds 10% of the pond depth. — The normal wetted perimeter of any temporary or permanent drainage ditch that drains water from a construction site, or diverts water around a site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge to any surface water. Stabilization must be completed within 24 hours of connecting to a surface water. — Once roads are paved then each lot will need to have a rock construction entrance when home construction begins. 6 SWPPP INSPECTIONS Inspections shall be conducted every seven days or within 24 hours after a rainfall event exceeding 0.5 inches. The following shall be completed during each inspection: — Record date and time of inspection — Record rainfall records since most recent inspection — Inspect the site for excess erosion and sedimentation — Inspect site for debris, trash and spills — Inspect temporary erosion and sedimentation control devices — Inspect construction entrances for sediment tracking onto public streets — Record recommended repairs and modifications to erosion and sediment controls — Recommend any necessary changes to this SWPPP — Record repairs and modifications implemented since previous inspections — Inspect the adjacent streets and curb and gutter for sediment, litter, and construction debris. The following guidelines will be used to determine if pollution control devices require maintenance, repair, or replacement: — If sediment control devices such as silt fence are filled to 2/3 of the height of the fence, the contractor shall remove all sediment within 24 hours of detection or notification. — If inlet protection devices appear plugged with sediment, are filled to 2/3 capacity, or have standing water around them, the contractor shall remove the sediment and clean or replace the filter within 24 hours of detection or notification. — If the gravel construction entrances are filled with sediment the contractor shall either replace the entrance or add additional gravel within 24 hours of detection or notification. — If sediment from the site is observed on adjacent streets or other properties, the contractor shall remove the sediment within 24 hours of detection or notification. — If sediment from the site is observed on adjacent streets or other properties, the inspector shall identify the source and discharge location of the sediment and instruct the contractor to implement additional erosion and sediment controls at those locations to prevent future discharges. — If building materials, chemicals, or general refuse is being used, stored, disposed of, or otherwise managed inappropriately, the contractor shall correct such defects within 24 hours of detection or notification. — If excessive sediments or debris are observed at the flared end section outfalls, the inspector shall determine the source and discharge locations of such materials. If the discharge has occurred on the property, the contractor shall remove the sediments and debris within 24 hours of notification and correct the source of such materials as directed by the inspector. — If sediment from the site is observed to be discharged from the site, the MPCA will be notified the same day. — Other at the discretion of the inspector or contractor. The owner or an alternate will conduct the inspections as specified in this SWPPP. The owner is Chanhassen Gateway Place, LLC. Alternates will include individuals to be designated by the owner and may include contractor personnel or other qualified individuals and shall be listed below. TITLE COMPANY NAME CONTACT NUMBER OWNER Chanhassen Gateway Place, LLC Jamie Thelen 320-202-3100 CONTRACTOR AL TERNA TE 7 AnnITIr1NAl r r)NITArT INFr11?hAAT1rin1 NAME CONTACT NUMBER MPCA Cust. Assistance 1-800-646-6247 City of Chanhassen Paul Oehme 952-227-1169 WESTWOOD Ryan Gideon 320-253-9495 20055198SWP02.DWG Date: 02/15/06 Sheet 2 OF 7 °°isnat ARM Pr��anhassen Gateway Place, LLC Gateway North swPrP ,A Attn: Jamie Thelen Narrative Remcd Pmft br/data P.O. Box 10 Albany, Minnesota 56307 Chanhassen Minnesota ® 2005 Westwood Professional Services, Inc. 0 W Westwood Professional Services, Inc. 3701 12th St. N., Suite 206 St Cloud, MN S6303 PHONE 320-2S3-MS FAX 320-253-8737 TOLL FREE 14IW270-949S www.westwoodps.com I hereby certify that this plan eau prepared by = or under my direct supervision and that I am a duly licensed PROPESS[ONAL HNGN M under the km of the State of Minnesota. Ryan T. Gldcat Ddc 02/23/06 >acest.a No. 41M 02' Cluclmd: R7G CITY COMMENTS °� Chanhassen Gateway Place, LLC vmmz JAL Atkit: Jamie nteleri Reused Rmft ftftft P.O. Box 10 Albany , Minnesota 5007 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 B)�iCE1�AB1C TNH 1006' SOUTH OF THE INTERSECTION BETWEEN LAKE SUSAN DRIVE & EXISTING STATE HWY. NO. 101. ELEVATION= 908.58 LEGEND 10= POND 1O= DRAINAGE AREA 0' 50' 100' 150' 20055198SWP04.DWG Date: 02/15/06 sheet 4 OF 7 SWPPP Gateway North Post -Developed Drainage Areas (D2005 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL rts Io Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 EROSION CONTROL NOTER LO — _ r — rr �.• • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE PRIOR TO ANY f �`--- EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED AND OR REMOVED 00 AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME m Q // f IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. _� TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO -918 — \ THE GRADING CONTRACT. / / / I vW/ • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH a�/ / 6 WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO All, �°y ✓, '" ,I I X I REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. U `� y���° // �` rhw I ! • PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING ' CONSTRUCTION. � I t ph Qy�� aE Y '" / I fl I I �" I r �"' • THE SITE MUST BE STABILIZED WITH A 250 SEED MIX AND TYPE I MULCH IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. EXISTING BIT. ro 0II Q • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP i i / z I z ' SEDIMENT. // `// / 0° • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (> 3:1 SLOPES), OR Z 14 DAYS 10:1 TO 3:1) OR 06 21 DAYS 0:1 OR FLATTER) Aj SHALL BE SEEDED AND MULCHED. ti to m ! • THE SITE SHALL BE STABILIZED WITHIN 48 HOURS OF FINAL GRADE COMPLETION. ALL PERMANENT PONDS USED AS TEMPORAY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE O 0- ?�a.. DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED ' r Q O��'• p o e� 1 BOTTOM ELEVATION. 0 O v CE ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. {� EX LF# 04 �k ' ` /\ G �: • _NTRACTOR HALL BERESPONSIBLEFORETEMPORARYLDITCHES,EPIPING ROOTHER MEANS EREQUREDOTO INSURE S r' I PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST 0. BE PROVIDED WITH A POSITIVE OUTFLOW. 9� I OC--CONSTRUCTIP1M1l ` y. Q� �` • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET vw _ ENTRA CE I ti I Iti SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. NOTE I I _ • AREA TO BE GRADED = 7.66 AC. I I Y OTHERS. THE `;; _ WORK OUTSIDE OFPROPE TY LINES B OT E � TOTAL SITE AREA 7.73 AC. r CONSTRUCTION CONTRACT. Z N OF LAKE SUSAN DRIVE, BITUMINOUS I I � I I HARD SURFACE AREA AT FULL BUILD OUT = 3.0 AC. TRAIL, STATEHWY. 101 AND STATE HWY. 212 TO BE O UNDER MN OI I u • ALL DISTURBED AREAS AS RESULT OF CONSTRUCTION ARE REQUIRED TO BE RESEEDED & MULCHED I I WITHIN 2 WEEKS OF SITE GRADING. GEMAL GRADMG & DRAMAGB NMM I rrYPE I SILT FENCE INLET I N I NN • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/TOP I PR CT10N :' BACK OF CURB GRADES UNLESS OTHERWISE NOTED. I 906 06 n. a ✓ X tO I • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. ®s 'o� I �ti� • REFER TO SIDEWALK AND PAVING PLAN FOR CURB AND SIDEWALK ELEVATIONS. Tg — I INLET NO9 N I ///\�� PROTECTION 0 ° • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING T C/ // T 03. B 02.0 0 EX. STATE HWY. NQQ. 101 JEUR OTH OF LAKE SUSAN I `` fz e o UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY DRIVE TO OE REMOVED ACOMPLETION OF I I I oo PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROPOSED STATE HHWY. N101. ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. DEMOLITION BY OT�ERS. Ii I��fl� O6 ��� RETAINING A�L • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 90 INLET j • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. PRO CTION 206 EX FES� I • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY I _ 894.0 j/ �� IE 898. 0 I r, LOCATIONS AT 1-800-252-1166. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED I I I I ! I t CONCRETE ASHOUT �' ,' / UTILITIES. AREA i ER�� / �� • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. � / � ROP / � /�/ • CAUTION: THIS PLAN WAS COMPLETED PRIOR TO THE COMPLETION OF MNDOT'S ko PLANS FOR HWY. 212/HWY.101/LAKE SUSAN DRIVE. ELEVATIONS SHOULD BE TAPE II SI T FENCE TO- BE. INSTALLED O ,I 901.5 04 / �s VERIFIED WITH FINAL MNDOT PLANS. ROUND OND. IMMEDIATEL YTER POND N c N / EX CBMH GRADING/IS COMPLETE. 3696 1.EXO0 / �bEMEMARK j 901.5 / gco RE 901.32 TNH 1006' SOUTH OF THE INTERSECTION 6 v IF 896.18 DENOTES TYPE I SILT FENCE 6/ ° DENOTES TYPE II SILT FENCE BETWEEN LAKE SUSAN DRIVE &EXISTING 0l ' E.O.F. �0� STATE HWY. NO. 101. 900.5 / OVERFLOW THE PROJECT FLOWS—aeo--` DENOTES EXISTING CONTOURS ELEVATION= 908.58 °° INTO H 212 DITCH AND CONTINU �%D— DENOTES PROPOSED CONTOURS \ E FES / / TO E EAST WITHIN THE DITC r2316 DENOTES GRADE BREAK AREAS S IE 898.25 / ORM SEWER. ~'a DENOTES PROPOSED SPOT ELEVATION AT TOP V 901.5 m x / !" �136 902 BACK OF CURB (TYP.) o` e� • 23.46 \ I IN H.P. DENOTES EMERGENCY OVERFLOW !�x P. DENOTES HIGH POINT ELEVATION \ I TD I694.0 co DENOTES LOW POINT ELEVATION DENOTES N = Iggg.3505 I ® , n x0R DRAINAGE ARROWS DENOTES PROPOSED HWL d07V90mrAp � � CDv° Q V� 21 �'Q 0 STREET GRADES DENOTES EXISTING STORM -- I ✓ F'"i SEWER DENOTES PROPOSED STORM SEWER O0O ` r w� DENOTES EXISTING TREE LINE. EX C6MH 3692 / I tea, RE 9'02.63 0 �jrw�rw% DENOTES APPROXIMATE TREE REMOVAL LIMITS IE 894.60 Q` DENOTES WOOD FIBER BLANKET / IE 89 0° f IF 897.86 Q� 0' 50' 100 150' 20055198SWPo5.DWG Date: 02/15/06 sheet 5 OF 7 Prepared for. Gateway North swPP g W Westwood t N., Suite 06NICes, Inc. I hereby certify that this plan wa. duly lice me me or under my Grading &Erosion 3701 Westwood St. N., Professional l Se I direct eupervlalon and that I aOt a duly red by PROFESSIONAL Revi St. Cloud, MN 56303 HN@1�t under the laws of the State of Minnesota. 02/23/06— CITY COMMENTS Dam Chanhassen Gateway Place LLC PHONE 320-253-9495 �.a. aAL Attn: Jamie Thelen Control Plan FAX 320.253$737 Dnws JAL TOLL FREE 14WO-270-9495 Ryan T, Gideam Record Drawing 1lar/d4e P.O. BOX 10 Westwood www.westwoodps.com Dace 02/23/06 uem.e No. 41M Albany, Minnesota 56307 Cltanbassen, Mlnnesoi'a NOTES: 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle O equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 9 = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 0 - See no BUTTRESS DIMENSIONS PIPE 22 1/20 BENDI 450 BEND 9L BEND/TEE SIZE B7 Di B D2 83 D3 6` V-5' V-5" V-5" V-5" 2'-1" 1'-6" 8" V-5" l'-5" 2'-1' 1'-6' 2'-8' 2'-0" 12" V-10" V-10" 3'-4" 2'-0" 4'-9' 2'-6" 16" S-0" 2'-0' V-10" 3'-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' S-4" 8'-4" 4'-0" 24" 4'-4" 3'-0' 6'-l0" V-10 9'-8" 5'-0" 30" 9'-3" W-0" 17'-0 6'-0" 0 - See note 4 PLAN 90' BENDS PLAN 45' BENDS variable 3' Mk1 6 - See note 4 CONCRETE SHALL BE A IN CONTACT WITH - T- A g THIS QUADRANT G OF PIPE UNDISTURBED BEDDING MATERIAL EARTH CONCRETE SECTION A -A PLAN 22 1/2' BENDS CITY OF CONCRETE CHANHASSEN THRUST BLOCKING REVISED: DATE: 2-97 PLATE NO.: 1002 FlLE NAME: 393_1002 r 0.75" 1.5" BIT. WEAR 2" BIT BASE NEEHNAH-1979-0207 WITH 2" MIN. RISE OR E OR APPROVED EQUAL CAST CONCRETE 1127" USTING RINGS Rings shall be set on ABS sealant or approved equal.THICK CONCRETE LLAR NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH pR-1642 OR MCI N309 AND SHALL INCLUIiE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MAX. ((3 4')) ADJ. BRINGS GS AND HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTOR = 0.2') ADJUSTING RINGS 27" 6" THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL WEAR COURSE THICKNESS COVER RISER SIZE DEPTH OF CASTING SET BELOW BASE COURSE OR BINDER COURSE 1.5 2' RIS E 1.2 2. 0 RI 2 SE 0.75 2.5" 2" RISE 1 0.25 NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED Ill TO 1/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. CITY OF MANHOLE CASTING AND *-CHANHASSEN ADJUSTING DETAIL REVISE0:1-00,1-04 DATE 2-97 PLATE NO.: M10 FILE NAME: 393_2110 LEI NOTES: 1. Grates to be made in (2) PIECES L AIR metal shall be not -dipped -galvanized See DDela6 A -A 1 /. D.D. 1 4 X1° RAT SFE Structure Rewires (2) Piece Grate Per Drawing V Hole i MOOTH BARS - O 4" o.c. EACH WAY (4) 1/2• 0-13 UNC Hex Head Stainless Steel Bolts With Nuts and Washers 1/4" STEEL PLATE ---\� 9'to12' HWL= 901.5 N.w.l..- 898.35 INLET PIPE NOTES: 1. Standard pipe bedding required on both Inlet & cutlet pipes 2. Inlet pipe must be larger than outlet pipe. CITY OF POND OUTLET CONTROL CHANHASSEN STRUCTURE REVSED:'-00, 1113, 1-05 Ib1TE: 2-97 PLATE NO.: 3109 FlLE NAME: 393_3Be _- Y e N a w w 0 o N a 8 � KZ x O jQ i° rc x H �m U �W 0 m w X W 'NIW .L o �a �� m o a oD a= F > J a CK u,d rc OO W3 ZK > X o m N a a rco 0. O N O of z Sa zm n.2 tt w0 z a J w 6 V10 3 i Wow m01J a z V WN> pia Ni° \ �ZSZ Z a�i o a m Cc'XVW .9'L - m w _1 to o 5� Q avr `\l Wz� iii m / U7z o 'ii a m F of JOJJ F-�ITWW J� J Y ��u, 3u,3 p6 g U at M1'D_ Up_ 100� JOwYV i`F�mm =_ors ma o��z In cn 3 o o"b) = o¢¢w WO o zolpl aw�1" }Jai �"inqqul i'o Z %-Loa O I mi Z� Vai3 UJ ~ 0 pp 2 Y�Ez-6�a QmF mw�se wrw Okn NN rcQO;N w mZ w zm OF I^ OM .«ri3pexbo�'a WJUW 0wIn a=Fterna d'=iQJF-> Z aJN o Z �ReLb. auo.w �W'aSW 0:C' s knee XOIN01-m MOOL CITY OF TYPICAL CHANHASSEN ANT IN TADLLATON REVISED: 1-W.T_p-01. 1-02 DALE: 2-97 PLATE NO.: 1004 FlLE WWE: 393_1004 BO Use MNDOT 3149.2A Granular Borrow V i a L C The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Dia+12" Min. "Did" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. CITY OF PIPE BEDDING CHANHASSEN IN POOR SOILS REVSED: 1_98 PATE: 2-97 PLATE NO.: 2201 FlLE FLAME: 3931201 PL CL PL 30' 1 30' 5' to Back 15.5' to Back Wear Course to be 1/2" e S°Q Above Edge of Gutter 3.0% 2.0% q.. e"Ci Mt�e 1.54" 1 1/2"-MNDOT 2350 LVWE350308 & Tack Coat - 2357 2`-MNDOT 2350 LVNW350308 12"-Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2E Select Granular Borrow (See Note 7) NOTES 1. Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75X 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. r e shall be performed b the owner 7. A test roll of theprepared sub o0 9 D Y inspector. The city has the authority to require in thepresence ubgr of a rr s ecto Y P Y Y q h roll. additional subgrade correction based on the test CITY OF TYPICAL RESIDENTIAL CHANHASSEN STREET SECTION iEM5ED:2-97 , 2-01, 1-03 DATE: PLATE NO.: 1-os 2-97 5200 FlLE NAME:393_5200 CL Street PL Variable 9' 6' METAL FENCE POST DENOTING CURB BOX. TOP 6" PAINTED BLUE. CURB BOX WITH 1 1/4" STANDPIPE AND STATIONARY ROD. I g h Water Service R` 1"X1' Corporation Cock 1" Type "K' Copper Concrete Block Support Water Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2. THE USE OF PIGTAILS ARE NOT PERMITTED. 3. THE COPPER SERVICE LINE BETWEEN- THE MAIN LINE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED. 4. CORPORATION COCK TO BE 1"Xl" INSIDE DIAMETER. 5. SADDLE REQUIRED ON 6" DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP, 7. STAINLESS STEEL SADDLES REQUIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL WATER CHANHASSEN SERVICE REVISED: 1-98 DATE 2-97 PLATE NO.: IVVS FlLL NAME: 393_1006-_ _ _o E.0 j!i° ` E p"B ZE�Fn i-I BC n 0 0 2 o 11111' I -III I i I -III- I I- I i O.SBc Natural Ground NOTE: The Bottom of the Trench Sholl be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CITY OF PIPE BEDDING CHANHASSEN GOOD SOILS RCP +DIP REVISED: DATE: 2-97 PLATE NO.: 2202 FILE NAAIE:393_2202 NOTE: MINIMUM OF 9" CL 5 UNDER ALL CURB & 6'1 Distance to nk variable 1/2"r 3'r Tap Bituminous Material /2"r slope m N 3 4" er it \ �a MnDOT B618 \ Concrete Curb and Gutter 6•1 abronee t g variable Yr 1 /2''r Top Bituminous Material a pern MnDOT B612 Concrete Cum and Gutter NOTE: e' lY For Use Only with Private Driveways, Packing Lots, or Medians 28"R 12"R 161. 68"R Top Bituminous Material c SURMOUNTABLE Concrete Curb and Gutter sa n 1/2" 10 1/2• 28" 4" 8' _1 1/8'r m Bituminous Bituminous Curb Surfate 6" Shoe Formed NT_ } CITY OF TYPICAL CURB MANHASSEN AND GUTTER NADME ATE: 2-97 PLATE NO.: 5203 FlLE 393_5203 DROP LID WATER Tyler Mueller Bibby -Ste -Croix TOP Tyler Mueller Bibby -Ste -Croix EXTENSION Tyler Mueller Bibby -Ste -Croix VB520 VB521 VB522 VB523 BOTTOM Tyler Mueller Bibby -Ste -Croix Valve and Box to be Conforming to AWWA plastic wrapped per with aC-515 solo stainless steels BASE sscUon 2.03a nuts &bolts. It 18"X18"X8" concrete block CITY OF GATE VALVE CHANHASSEN AND BOX AND REVISED: 2-97.1-03.1-04 DATE: 2-97 PLATE NO, 1006 FILE NAME: 393-1006 NOTE: L Grate Shown ;al 0 Face of Curb iu Direction of Flow PLAN Catchbasin casting and girdle Neenah R3290-L or equal*Prcast e to be 2" below 3" radius curb box. er grade. ansition each catchbasin. Precast concrete orof HDPE adjusting ringsof Curb Varies Minimum of 2-2'.6 1/21, maximum of 5-2"Varies concrete adplsment rings allowed with 13' minimum to 1/2 bed of morbetween each and a Grout6" thick concrete coon the outside. 6" Doghouses shall be groutedon both theSECTION inside and outside. NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Costing to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CITY OF STORM SEWER CHANHASSEN CATCH BASIN REVISED: 1-00. 1-03 DATE: 2-97 PLATE NO.: 31M low Expansion joint Remove Crown (25' WARP) Expans41 O pint P� Qy H A Tip gutter-,-P. out A f-flow 18" 1" __ Ja , w SECTION A -A j4 REBAR 0 3.6" O.C. NOTES: 1. 1/2" Preformed pint filler material - AASHTO M213. 2. No Contraction Joints In Cross Gutter. CITY OF CONCRETE CHANHASSEN VALLEY GUTTER NDMM2-99 one 2-97 NIM 5206 Hera tM/Q393_5206 _ CL PL Variable 9' io z o Wye Plugged End I-= 1/8 Bend `H 6" PVC SDR-26 Pipe Min. Slope 1/4" Per Foot In 7T' 2"x2" Marker `1/2 Pipe Diameter Min. See Note 2. Sanitary Sewer Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL Services to be Used in Conjunction with Plastic Pipe Sewer Main for Depths of Cover with Less Than 16 Feet. NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied b a Water Service in e Sa to Se c Y P Y c I 6' HeavyMetal Fence Post Next to 2 x 2 the Same Trench Install a Marker and Paint Top of Post Florescent Green. 3. Cleonout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 4. All pipe shall be bedded on granular borrow 314A or course filter aggregate (3149H). CITY OF TYPICAL SANITARY CHANHASSEN SEWER SERVICE REVISED: 2-get-04 DATE: 2-97 PLATE NO.: 2001 FlLE NAME: 393_2001 24"x36" slab opening for Neenah PEZQR R3290-L or equal NOTE: L grate shown Neenah R3290-L casting and grate or equal. PLAN Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. Prec grete st conor �� HDP� adjusting rings. a 0. 6" precast reinforced concrete slab. Top of barrel section under top slab to hove flat top edge sealed with s 2 beads of Romnek or equal. g All joints in manhole to hove Varies "0' ring rubber gaskets. 4-0 Typ. Precast concrete section NOTES: 5' 1. Doghouses shall be grouted on both the outside and Inside. 2. No block structures ore allowed. Monhole steps. Neenah R1981J or equal, 16" D.C., Aluminum steps m approved. L's" 4a P Minimum slab thickness. 6' for 14' m P Increase thickness 1' for de each each 4' of depth renter than 74' p 9 and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole tot 2 SECTION diameter pipe and slope grout 2" toward invert.. CITY OF CATCH BASIN CHANHASSEN MANHOLE REVISED:1-00, 1-03 DATE: 2-97 PLATE NO.: 3102 LE FlNAME: 3933102 PL VARIABLE HYDRANT VALVE BOX 6' 6" VARIES 5'-6' SEE PLANS 1/4- SLOPE PER Fr TO ROADWAY C NCRETE SEE NOTES 1 & 3 4" Class 5 Base 2' 3' 2.5' NOTES: 1. SIDEWALK. - TYPICAL 6 THICK CONCRETE 2. USE 7 1/2" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 1 INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CrrY OF CONCRETE CHANHASSEN SIDEWALK REVISED: 2-99, '_0_' DATE: 2-97 PLATE NO, 5214 FlLE NAME: 393_5214 Manhole Casting and Adjusting Ring (See Plate 2110) Provide 18d Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J or Aluminum, 16' on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "On ring rubber gaskets. A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Pipe shall be cut out flush with inside face of wall. Precast Inverts Must be 1/2 of Pipe Diameter and Benches Sloped 2 Toward the Invert Minimum thicknessdeep or le precast base is 6" for is deep or less, and increases 1' in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All do houses shall be grouted on inside and outside. 9 9 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. SECTION CITY OF STANDARD CHANHASSEN MANHOLE REVISED: 2-97,1-03,1-04 PATE: 2-97 PLATE NO.: GFVI FILE NAME:393_2101 21 PIPE DIA. RIPRAP REQUIRED 12" TO 24" - 8 to 12 CY CL3 PLAN TO 33" 14 to 20 CY CL.3 NOTE27" GRANULAR FILTER REQUIRED 36' TO 48" 23 to 38 CY CL.3 UNDER RIP RAP AND 2 54" AND UP 62 CY and up CL.4 LAYERS OF 50OX MIRAFI (One cubic yard is approximately 2,800 lbs.) FABRIC OR EQUAL 2' RIPRAP N Granular Filter (MNDOT 3601.28) SECTION A -A Geotextile Filter Type ill RIPRAP N Granular Filter (MNDOT 3601.2B) SECTION B-B Geotextile Filter Type III CITY OF RIPRAP CHANHASSEN DETAIL REMSE0: 1-98 FlLE NAME: 393_3107 DATE: 2-97 PLATE NO, JIV7 RARE TO MATCH A� In. r5n.m3"I WIDTH OF WALK a� AMx 6 ons, 1 718•-1 7/16- I DOME SECTION 00000000 4 000000000 a 00000000 ko sw "v"ouro wa rawL cc ,, min 6--�(DJ4'm n. 6 " o f I'll A-J ,wr-aww 0000000 PLAN VIEW OF DIGONAL RAMP e'"P" rin. DOME SPACING CMB a .. 5'-4ep o O . -ate U z z aR MiIER® a w 1 SECTION A -A a z mPic PN FT/FFSL°PE as R_AWID sec. (F 3 U EMlarwc IPNP s up riot power. uA, r7' 4' uSi 010 FT. Fr,- e0e FT/FTYOPE ) S' 6. 6' 3" 4' 0"min. 6' 3" 7' ELEVATION OF RAMP 6 9' O 1/2 INCH PREFORMED JOINT FlLLER MATERIAL, AASHTO M 213 ® WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 4W LINKING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL ® 6- TO 8'IS THE REOUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. ID ADA REWIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTENDTHE FULL 'WIDTH C 0- TYP. OF THE E CURB RAMP. THIS 2' 0' BY 4' 0" W1DM IYP. TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT W F ACHING SURFACE ME A ENTIRE TRUNCATED DOME AREA SHALEBE . aWT COLOR (UGFIT MAY, WHITE OR l4AU_YIZULOW�0 WHEN A THE ADJACENT EDEBLAC IS A DARK COLOR. RIG TYB_ TRUNCATED DOME AREA STALL L A DARK COLOR (RED. BLACK, DARK MAY, OR BRIGHT YELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. © SURFACE APPDED TRUNCATED COMES STAMPED CONCRETE VNLL NOT BE ALLOWED. ® TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF PEDESTRIAN CHANHASSEN CURB RAMP REMSED:1-98. 1-06 1-a5 DATE: 2-97 PLATE NO.: 5,31G LE FINAME: 393_5215 CIJ Westwood Professional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 WFAX 952-937-5822 TOLL FREE 1-888-937-5150 W�{yyppd www.wlsstwoodps.com I hereby certify that this plan teas prepared by me or under my direct supervtdon and that I am a dilly licensed PROFESSIONAL ING)Nl under the III of the State of Minnesote. � Rarridortat D/danI ARN PreputedOT. Chanhassen Gateway Place, LLC Attm Jamie Thelen Bo Albanyddo PMinnesota 56307 02/23/O6- CITY COMMENTS CIIIINICIIIIII&)w Drwn: JAL Ryan T, Gideon 02/23/06 41359 Data i,toede No. Record Rmft b'/ Frame and Cover '1/1 BARRIER" INNER MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" HOPE OR PRECAST CONCRETE ADJUSTING RINGS PRECAST, BLOCK, OR 27" BRICK MANHOLE CONE MASTIC SEAL CORBEL a v 48" 4 NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT 952 227-1300. CITY OF 1 +1 CHANHASSEN BARRIER REMSED:1-D4 DATE: 1-03 PLATE NO.: 2109 FEE NAME - W L, See City Plate No. 3107 for riprap placement. Anchor Clip W_"�'MAF Tie last 3 pipe joints. Use 2 tie bolt fasteners per joint. Install at Ban from top or bottom of pipe. Provide 3 anchor clips to fasten Trash Guard to Flared End Section. H Hot dip galvanize after fabrication. Anchor both sides. ISOMETRIC TRASH GUARD SIZING Pipe Size Bars 'H' Bolts 12'-18" 3/4"O 4" 5/8- 21"-42" 1 0 6' 3/4- 48"-72" 1 1/4"0 121 NOTES 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. 2. - All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shot[ be tied to the first pipe adjacent to the apron. CITY OF FLARED END AND CHANHASSEN TR SHOGURD REVISED: DATE: 2-97 PLATE NO.: 3108 FluNAME:393_3108 ­6' x 24" or 30' or 36" Traffic Sign ,­6' Double Aluminum Street as Required Sign - Both Directions 2.5L6. 7' Upper c Galvanized Steel Sign Post 2 3/8" O.D. Of (2) 5/16" x 1" - Galvanized Steel � in Post Bolts - Pipe 12 Guage ]i c Tome roof P P with Washers w 2'MM c Plate M Curb Tn Typical Street 3LB. 7' Anchor-�/ Sign Installation Post - Pneumatically Driven ♦ 6. Typical Traffic Sign Installation Bolt Post With Sign Post to Post in Concrete Expansion Joint Material T 4 Sides Full Depth L in Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (612-474-1987). 2. For Material Specifications See Section 4.11 i Standard o SAr der d Street Specs. 3. Traffic Signs with 9 . Ft. or More of Surfer Area n Surface ea and 36 or Larger in Size 9 S9 , 9 Must be Mounted with Two Separate Posts. 4. For Private Streets, Signs Shall be the Some as Above, Except Lettering to be White on Blue Background. CITY OF STREET TRAFFIC CHANHASSEN INSTALLATION REVISED: 2-99 DATE: PLATE Na: LE NAME 3935217 2-97 5217 20055198SWPO6.D1 Date: 02/15/06 sheet: 6 of 7 SWPPP Gateway North construction Details © 2005 Westwood Professional Services, Inc. Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, Wivide fastened steel T-Posts with 3(501b) tensi strength plastic zip ties per T-Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 T Posts 24' in ground Ties Min. Depth V 0 fence embednent. Note: Type 2 sill fence is the some as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Zip Ties EROSION CONTROL FENCE - TYPE 2 Hnv a Straw 9alea �.e.aoa ww enm umM ea. is ro xn nm ae yaw CITY OF SILT CHANHASSEN FENCE REVISED:2-97,1-02.1-0.1-IN DATE: 2-97 PATE NO.: 5300 FILE NiME:393_5300 G NN SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. SF.1Y✓FMMONS /NO SZ0ZWWX r - Arc w."n., "r s+xa evrew aamox. .viaruu.vu nrrxr cwn Nn - nrr r+auzx ,... .crry _.,,,y,,,_� s.rarc nvnx N• - za as raze - o�x. �. x x r "n.anr r.rea nax xers frxxovcx nss r� rxraxlo+oa =�, e r A..a LUSIRIY OMA/Ll1 RAfE 6.N aJ • 16' .YJ MODEL#CG23 NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. CITY OF CATCH BASIN CHANHASSEN SEDIMENT TRAP REvtsEo: DATE: 1-04 PATE No.: 5302A FILE NPME:393_5302A / ROpO PuB�\O� FILTER FABRIC " �O 6" MINIMUM DEPTH 1" - 2" WASHED ROCK G2i V0 M\N1MOM 18" MINIMUM CUT OFF BERM Zp TO MINIMIZE RUNOFF FROM SITE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSEN CONSTRUCTION ENTRANCE -M: T-9s WE: 2-97 RATE 40: 5301 "E: 393_5301 8 PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS- MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! MAINTENANCEC CONSTRUCTION ACTIVITY ALLOWED ON SITE OUTSIDE OF THESE HOURS. CnY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-IIW NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CITY OF DEVELOPMENT CHANHASSEN INFO SIGN REVI9ED: 2-01, t-03, 1-05 oATe 1-98 PATE Ho.: 5, � FILE NAME 393_5313 CATEGORY 3 EROSION CONTROL BLANKET (SPEC. 3885) 4" X 4" TRENCH BACKFILLED OVER EROSION CONTROL BLANKET (SPEC. 3885) 8", 11 GA. OINT STAPLES SPACED 1' 0" ON CENTER 2" X 2" X 18" LONG WOODEN STAKES AT 2' 0" SPACING. DRIVE THROUGH NETTING AND FIBER ROLL STRAW OR WOOD FIBER 6' OR 12' DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING POINT "A" MUST BE HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. 'TRACKING' WITH MACHINERY UP AND DOWN THE SLOPE PROVIDES GROOVES WILL CATCH SEED, RAINFALL AND REDUCE RUNOFF. TRACKING munurr. BIOROLL BLANKET SYSTEM TYPE 3 SPEC. 3889 HIGH WATER LEVEL TYPICAL POND SECTION RIP -RAP PROFILE MEW: I► io' IP-RA AND FILTER BLANKET FILTER FABRIC SIDE MEW: I FCN, EI& NOTES CONTOUR FURROWS lg..RIP-RAP STONE AS SPECIFIED IN MN. D.O.T. SURFACE 360NDAARD AS1PECS. 2511.3A,B,B2,C,E AND ROUGHENING 2M.A XINM22M M T2H216K&&NDIBAIMETER NEVER SLESS E (ALL SLOPES 4.1 THAPI It1�c� OR GREATER r e:� . • • - ��.r 0v� Z �00��4RW/'r :.;.:.:.. ;yam >`"'i ■I i�S�S�S�S�S� i�i�i�i�i�i�i�i� • • 1 _� ��= •`� Q Rif.v�y • • r<-v ���� ;mil\t _ I � � ������i�i�i�i�i�i�i�i�i+i�i�i�i�i�i . • • . • ,. _ ���� • • • . • a• t r • • 11 If U 9 2411 to]. zilgil• • a r „# •, ••! • . 7-•�• 1" CH ASPHALT PAVING RIP -RAP OVERFLOW • e 910 11i 885.00 O t0 01 e a. -A �: a -EXPANSION JOINT - 30'-0' O.C. MAX OR AS SHOWN ON PLANS. ALSO, WHERE WALK ABUTS ANY FIXED OBJECTS. EX. WALLS, CURBS, MANHOLE COVERS, ETC. PROPOSED LAKE SUSAN DRIVE wATERMAIN —PROPOSED C/L GRADE EXISTING GROUND \ \ l- 5 FT MINIMIL M— C OVER 206' 8" PVC C9 0 DR-18 z z x z z Q t/1 703 t0 WM re) CO 7 r) n a000 1-- to rye to t)N� rot�o r t�0 rn Nre) 0 0) O 0 � �On (aC 0) (C Cna) tM t0 mO) Y "0 7 tri t0C jc� 0 0) (7) 0) �0) CONTINUOUS -6x6-10/10 WWF 3/8" 12 13 14 -TOOLED OR SAWED JOINTS ® 5'-0" O.C. MAX. UNLESS SHOWN OTHER WISE JOINT SEALANT 3/4' .� / � CONC. e C e WWestwood Professional Services, Inc. St. C 1udh St N5 Suit303 206 St. Cloud, MN 56303 I hereby certify that this plan vas prepared by me m under my direENC RER. viedor,under and that I am a duly licensed Minn PROFESSIONAL ]4.*GQ•1�2 under the Lwe of the State of Afi7meeota H.eabtttme � ARN Prepared for. Chanhassen Gateway Place LLC 02/23/08- OTY COMMENTS R� Dmn m JAL PHONE 320-253-9495 FAX 320-253-8737 TOLL FREE 14MO-270-9495 W�W!Ood www.westwoocips.com Attu: Jamie en Albany, PMinnesota 56307 Ryan T, Gildeaat mae Dots 02/23/06 UeNo. 4B59 Bemld E �/ 1/2" PREFORMED JOINT SEALANT 5" SAND CUSHION 'OMPACTED SUBGRADE INTEGRAL CURB AND WALK 15 Gateway North 16 20055198SWPO7.DWG Date 02/15/06 Sheet 7 of 7 SWPPr Construction Details s 212 d a' ON RAMP 30'R 6' arya HOV LANE a 21 _ Sg,q rnry 14' LANDSCAPED ISLAND 00 2`00 3 PT = 41L74 61. .Oi MIR -m: MEMEMIEW. IMME1 I •� � I• � q; 6 .q G ry .r 4 511 '�111 Eit■�I�il _— - _ _ �i . /m wd A F.Al 0 1 i K� __..._ i CU �e.Q S6.00'T-9 .25'NT- .00' DELTA-00'00" a' P�'0• % -c \� m \ Z? J � / -Y, -Y URVE 7- LENGDUh}T495. 803' TANGENfifi=61 100, SET- ACK \ 1 1 I CURVEES�--_� I RAD I OaL 180. . I ENGHT-127I TANG 466.68' DELT 0.3 '12° I I I \ I I � � 3 ml FIA 1�' • , • :f• • :,. r• f • • . . • . .. . • J, PARCEL 1 (revised 8124105) That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Comer of said Section 24; thence along the west lineof said Section, 24, South 00 degrees 01 minutes 22 seconds East, a distance of 1495.27 feet to a point that is described as the Point of Beginning" of Tract B in Document No. 306531, on file and of record in the office of the County Recorder and said point also being on the northerly Right of Way line of Highway 312 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17, Carver County, ; thence along said northerly Right of erein described, Way line, North 00 degrees 01 minutes 22 seconds West, a distance of 174.31 feet Minnesota MI Point of Beginning the Tract of land h• thence along said northerly Right of Way line, the following two (2) the courses: thence North 89 degrees 33 minutes 41 seconds fast, a distance of 63.00 feet; thence South 00 degrees Ol minutes 22 seconds East, a distance of 134.66 feet to a comer of said northerly Right of Way line common with the northerly line of a certain tract of land described In said Doc. No. 306531; thence northeasterly along said northerly Right of Way line common with said Document No. 306531 the following three (3) courses: thence along a curve, concave to the southeast, whose elements are: are length of 419.19 feet, radius of 4669.60 feet, central angle of 05 degrees 08 minutes 36 seconds and a chard that bears North 61 degrees 09 minutes 27 seconds East, a distance of 419.05 feet; thence North 19 degrees 12 minutes 32 seconds East, a ce of distance of 49.59 feet; thence ne of Trunk 7Highwoy No.rees 7101nases J5 shownsononds so'dfMinn Minnesota Deportment of Transportationfeet to the tRight tiof Way the westerly right of way Plat No. 10-17,• thence northerly along said westerly line, the following two (2) courses; thence North 01 degrees 48 minutes seconds East, o distance of 414.90 feet; thence North 20 degrees 41 mintues 17 seconds West, a distance of 38.07 feet to the t of way line of Lake Susan Drive as shown on said Minnesota Department of Transportation intersection with the southerly righ Right of Way Plot No. 10-17,• thence southwesterly along said southerly line of Lake Susan Drive the following four (4) courses: thence along a curve, concave to the south, whose elements are: arc length 75.42 feet, radius of 250.00 feet, central angle of 17 degrees 17 minutes 09 seconds and a chord that bears South 56 degrees 55 minutes 33 seconds West, a distance of 75.14 feet; thence South 48 degrees 16 mintues 58 seconds West, a distance of 225.39 feet; thence along a curve, concave to the north, whose elements are: arc length of 254.20 feet, radius of 350.00 feet, central angle of 41 degrees 36 minutes 49 seconds and a chord that bears South 69 degrees 05 minutes 22 seconds West, o distance of 248.65 feet; thence South a degrees g s 47 seconds West, a distance of 47.02 feet to said west line of Section 24, being also the centerlin minutes e of the existing right m way for Trunk Highway No. 101 and also and easterly line of the plast of Chanhassen Hills 3rd Addition, a plat on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said west fine of Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 305.89 feet to the Point of Beginning. Containing 211,522 sq.ft. or 4.856E acres of land. PARCEL 5 (revised 4111105) That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24; thence along the west line of said Section 24, South 00 degrees 01 minutes 22 seconds West, a distance of 727.22 feet to the Point of Beginning of the land herein described; thence continuing along said west line, South 00 degrees Of minutes 22 seconds East a distance of 187.88 feet to northerly line of Minnesota Department of Transportation Right of Way Plat No. 10-17, a plat that is on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said northerly line of Minnesota Department of Transportation Right if Way Plat thence North 89 degrees 53 minutes 46 seconds East a distance of 46.89 feet; thence No. 10-17, the following four (4) courses: orc length of 181.57 feet, radius if 250.00 feet, central angle of 41 along a curve concave to the northwest, whose elements are: degrees 36 minutes 48 seconds and a chord that bears North 69 degrees OS minutes 22 seconds Eost, o distance of 177.61 feet; thence North 48 degrees 16 minutes 58 seconds East a distance of 225.39 feet; thence along a curve, concave to the southeast, whose elements are: arc length of 61.18 feet, central angle of 10 degrees 00 minutes 57 secncds and a chord that bears North 53 degrees 17 minutes 27 seconds East, a distance of 61.11 feet to the intersection with the south line of the north 660 feet of said west half of the Northwest Quarter, thence along sold south line, North 89 degrees 19 minutes 33 seconds West a distance of 397.14 feet to the easterly right of way line of Highway No. 101, begin also the most northeasterly comer of a certain tract of land deeded to Bell Telephone and described in Document No. 90735 on file and of record in the office fa the County Recorder, Carver County, Minnesota; thence southeasterly, southwesterly and northwesterly along the lines of said certain tract of land deeded to Bell Telephone in Document No. 90735. the following three (3) courses: thence South 26 degrees 47 minutes 09 seconds East a distance of 241.31 feet, thence along a curve, concave to the northwest, whose elements are: arc length of 85.00 feet, radius of 506.30 feet; central angle of 09 degrees 37 minutes 07 seconds and a chord that bears South 66 degrees 55 minutes 58 seconds West a distance of 84.90 feet; thence North 19 degrees 16 minutes 30 seconds West a distance of 192.70 feet to the Point of Beginning. Containing 54,012 sq. ft. or 1.2400 acres of land. PARCEL 6 (per Title Commitment No. NCS-184825-MPLS having an effective date of July 14, 2005 of 7,30 a.m.) fiat part of the Southeast Quarter of the Northeast Quarter and the Northeast Quarter of the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver County, described as follows: Beginning at the southeasterly corner of Trunk Highway No. 101 as dedicated on the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the Office of the County Recorder, Carver County, Minnesota, being also on the westerly line of said Section 24, being also on the centerline of said Trunk Highway No. 101; thence South 00 degrees 01 minutes 22 seconds East, along said centerline, a distance of 21Z17 feet to the southeasterly comer of a certain tract of land deeded to Meritor Development Corporation in Document No. 104301; thence along the southeasterly line of said Document No. 104301, South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the east line of said Chanhassen Hills 3rd Addition; thence along said east line. North 00 degrees 11 minutes 39 seconds West, a distance of 234.30 feet to the southwesterly comer of said dedicated port of Trunk Highway No. 101; thence along the southwesterly line of said dedicated port, North 89 degrees 41 minutes 51 seconds East, a distance of 31.87 feet to the Point of Beginning. Containing 7.039 sq. ft. or 0.1616 acres of land. Date 12/19/05 20055198PPFOI.DWC y Place, LLC GATEWAY NORTH Preliminary Dl ft4- i CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1160 FAX (952) 227-1170 TO: Campbell Knutson PA 1380 Corporate Center Curve 317 Eagandale Office Center Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 5/15/06 06-10 ATTENTION Sue Nelson RE: Gateway North ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 4/10/06 Development Contract Plat M lars THESE ARE TRANSMITTED as checked below: ❑ For approval ® Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ® For Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints COPY TO: SIGNED: an Steckling, (952) -1162 If enclosures are not as noted, kindly notify us at once. • stela n May 9, 2006 Jamie Thelen C111 OF Chanhassen Gateway Place LLC P.O. Box 10 g7f��ITff�(�rf CIMIMSEN Albany, MN 56307 7700Market Boulevard Duane Johnson PC Box 147 Chanhassen, MN 55317 Sand Companies Inc. 366 South 10 Avenue Administration Waite Park, MN 56387 Phone: 952.227.1100 Fax 952.227.1110 Building Inspections Re: Plan review for: Gateway Place Phone:952.227,1180 721 Lake Susan Drive Fax 952,227.1190 Chanhassen, MN 55317 Engineering Phone: 952.227.1160 Gentlemen: Fax: 952.227,1170 The plan review for the above named building is complete to the extent possible. Finance Phone: 952211 The plans have been reviewed by the Inspection Division, Fire Marshal, Planning Far 952,227,10 Department and Engineering Department. Inspection Division review does not include plumbing or mechanical review. Fire Marshal review does not include fire Part 6 Recreation sprinkler review. The plans were reviewed for conformance to the 2003 Minnesota Phone:952.227,1120 State Building Code which adopts the 2000 International Building Code by Fax 952.227.1110 reference. Below are comments and corrections related to the plan review. Recreation Center 2319 Coulter Boulevard Phone: 952.227.1400 Fax 952.227.1404 Inspection Division Planning 8 1. Submit Certificate of survey. Natural Resources Phone:952.227.1130 Fax 952227.1110 2• Submit soil tests. Public Works 3. Submit special inspection and testing schedule. 1591 Park Road Phone.952227.1300 Fax �2.227.1310 4. Submit Minnesota Energy exterior envelope tEg1' Code (MEC ) ienergy calculations. Senior Center 5. Submit the lighting power budget requirement checklist for the interior and Phone:952.227.1125 exterior. MEC 7670.0900. Fax: 952.227.1110 Web site 6. One 8' wide access aisle C van access") must be located next to an accessible www.ci.chanhassen.meus parking space at both the exterior and interior parking areas. Please acknowledge. 7. Sheet A-0, "Building Code Summary", Items #3 and V. Parking garage (S2) is to be of type I -A construction. 2000 IBC 508.2. Structural frame and exterior bearing walls to be 3-hour fire resistive construction. 2000 IBC Table 601. Submit revised plans. The City of Chanhassen • A growing communitywith clean fakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work: and play. Jamie Thelen Duane Johnson May 9, 2006 Page 2 8. Sheet A-0, "Building Code Summary", Item #12. Specify all units are to be "adaptable". MSBC 1341, Table 16.2. Provide such documentation as necessary to show compliance with MSBC 1341.1610-1341.1640 (e.g. sink heights, counter heights, adjustable counters, knee clearance, removable cabinetry, etc.). 9. Sheet A-1.05, Detail 15 "Typ. Unit Alcove Plan". All units must have an accessible route to the entry and all units must be "adaptable" (MSBC 1341, Table 16.2), accessible doors must have 12" clear at the exterior along the latch side of the door. MSBC 1341, Fig. 24. Submit revised plans. 10. Submit documentation verifying the 3-hour fire -resistance of all internal bearing members and external bearing walls for the parking garage has been provided as required. 2000113C Table 601. 11. Submit documentation verifying 8" CMU walls intended for garage level separation of elevator, elevator lobby, stairway enclosures and trash room provide 2-hour fire -resistive construction separation from parking garage. 2000 IBC 707.4. 12. Sheet A-1.04. Elevator doors, trash -chute shaft access doors and garage level trash room door must have 90 minute fire rating. 2000 IBC, Table 714.2. Submit revised plans. 13. Submit 2 sets of the engineering and design for the roof trusses, signed by a structural engineer and approved by the structural engineer of record. 14. Submit 2 sets of the engineering and design for the floor trusses, signed by a structural engineer and approved by the structural engineer of record. 15. Submit engineering and design for the "aluminum deck", signed by a structural engineer and approved by the structural engineer of record. NOTE: Sheet-A3.7, Detail 1, "Deck Railing Detail", openings in railing must be less than 4" up to a height of 34" and less than 8" from 34" to 42". 2000 IBC 1003.2.12.2. Submit revised plans. 16. Sheet A-3.2, Detail I "Trash Chute Detail". Mechanical ducts (or any other items) may not occupy the same shaft as the trash chute. 2000 IBC 707.13.1. Submit revised plans. 17. Sheet A-3.1, Detail 3 "Typical Wall Assembly". The roof/ceiling assembly GA RC 2601 requires an additional layer of drywall if insulated (see GA Fire Resistance Design Manual 17'" Edition, Page 6, Paragraph 5). Please acknowledge. 18. Sheet A-3.2, Detail 5 and sheet A 4.1, Detail 4. Roof/ceiling assembly RC2351 is not listed in the 17's Edition of the G.A. Fire Resistance Design Manual. Submit supporting documentation or provide alternative assembly. Jamie Thelen Duane Johnson May 9, 2006 Page 3 19. Complete assembly construction description for each rated assembly (wall, floor/ceiling, roof/ceiling, etc.) must be included on plans. Submit revised plans. 20. Submit documentation and installation instructions for all fire -stopping materials. 21. Provide detail of fire -stop design at bathroom tub plumbing access. 22. Submit detail of access to attic spaces inaccessible from general attic area (i.e over -framed dormers, etc.). 23. Sheets A-1.14, A-1.15 and A-5.1 (Details 18 and 19). Approval of storage locker area is dependent on appropriate fire sprinkler design. 24. Specify clothes dryers. Submit clothes dryer manufacturer's documentation for venting, proving venting length (with elbows) for each type of apartment (on each floor) is acceptable for the models of dryers specified. 25. Submit detail of kitchen range -hood vent system (if vented to the building exterior), including fire -resistive membrane protection (fire dampers). 26. Please note: Revised plans, addendums, letters, or other instruments of documentation will be required from the appropriate design professional for any changes to the approved plan. Fire Marshal, contact Mark Littfin, 952-227-1151. (SEE ENCLOSED FIRE DEPT. POLICIES) 27. During construction, fire extinguishes (minimum size "4A60BC") will be required in the building. One each floor in each of the three stair towers. MSFC Sec. 1414.1. 28. "NO SMOKING" signs to be posted at the entrance(s) to the building during construction. MSFC Sec. 1404.1. 29. A "fire watch" will be required for thirty minutes after any "hot work" is done (Exception, when there are no combustibles in the vicinity of such work). MSFC Sec. 2604.2.L 30. Submit fire alarm plans to Chanhassen Fire Marshal for review and approval prior to installation. Permit required. 31. Submit fire sprinkler plans to Chanhassen Fire Marshal for review and approval prior to installation. Permit required. Jamie Thelen Duane Johnson May 9, 2006 Page 4 32. A 10-foot clear space must be maintained around fire hydrants, i.e. street lamps, trees, shrubs, bushes, NSP, US West, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Chanhassen City Ordinance 9-1. 33. Comply with Chanhassen Fire Department Policy regarding fire department notes to be included on all site plans. Chanhassen Fire Department Policy #04- 1991. Copy enclosed. 34. Required access. Fire apparatus access roads shall be installed pursuant to Section 503.3.1.3 of the 2000 International Fire Code. In reviewing the plans, because access cannot meet fire code requirements, the following additional fire protection shall be required: a. Attic spaces shall be sprinklered per NFPA 13. b. Class 1 standpipes shall be installed in the three stair towers. (See item # 32.) c. The exterior balconies shall be protected by the fire sprinkler system. 35. In lieu of fire department access lanes on all sides of the building, standpipes with 2'/a inch outlets are required in all stair enclosures. 36. The Fire Department fire sprinkler connections must be adjacent to the main entrance. Contact Fire Marshal for exact location. Note: This must also be communicated to the fire sprinkler contractor. 37. Two (2) Fire Department lock boxes will be required for each building, one by the main entrance and one by the underground parking overhead service door. Contact Chanhassen Fire Marshal for exact location and ordering information. 38. A "3-way" keyed switch shall be installed adjacent to the fire alarm annunciator panel in the lobby. This switch must "over -ride" control of the ventilation fans and make-up air system in the garage in the event of a fire. Switch functions to be: #1 "Normal Operation"; #2 "Fans On'; #3 "Fans Off'. Contact Chanhassen Fire Marshal (Mark Littfin, 952-227-1151) for exact location of switch and wording of garage ventilation operating instructions. 39. Submit electrical plans to Chanhassen Fire Marshal for review and approval; plans must indicate locations of "EXIT" signs, emergency lights and magnetic door -hold -open devices. 40. Comply with City of Chanhassen Fire Department Policy 407-1991, regarding a "pre -plan". Chanhassen Fire Dept. Policy #07-1991. Copy enclosed. 41. Building address numbers must be on entrance sign and on building. Numbers on buildings must be a minimum of 12" in height and of contrasting color. Jamie Thelen Duane Johnson May 9, 2006 Page 5 Contact Chanhassen Fire Marshal for exact locations on buildings after their erection. 42. Fire lane signage and yellow striping. Contact Chanhassen Fire Marshal for exact locations of curbs to be painted and locations of "No Parking Fire Lane" signs. 43. Submit size and locations for fire extinguisher cabinets to Chanhassen Fire Marshal for review and approval prior to installation. Note: 3 dimensional locator signs required above each fire extinguisher. (Early submission and approval is advised to avoid delaying construction.) 44. Fire apparatus access roads shall be designed and maintained, throughout construction, to support the imposed loads of fire apparatus in all weather conditions. Minimum 7-ton road design required. 45. Water supplies for fire protection shall be installed and made serviceable prior to wood framing construction. 46. Provide a minimum 4-foot walkway in the attic for firefighter access. 47. Stairway identification required, in compliance with 2000 Uniform Fire Code, Appendix 1-C. Submit detail of text, format and sign location to fire marshal for approval before installation. 48. Attic access doors shall be labeled "Attic Access", lettering to be minimum 3 inch high with minimum I/flinch stroke. Planning Department, contact Sharmin Al-Jaff, 952-227-1134. 49. The sidewalk along the north portion of Lot 1, Block 2, must connect with the Highway 101 sidewalk and be approved by Minnesota Department of Transportation. The developer is responsible for the construction of the sidewalk from existing Highway 101 to the new Highway 101 extension. If a site plan for Lot 2, Block 2, is approved by the City Council before a Certificate of Occupancy issued for the building on Lot 1, Block 2, the developer of Lot 2, Block 2, will be responsible for constructing the sidewalk west of the entrance to the apartment building on Lot 1, Block 2. 50. A separate permit for the sign is required. 51. Sheet A-2.1 shows the clock as an alternative. Clock is required. Revise the Front Southwest Elevation to show the clock on the tower. 52. Sign and return site plan agreement. Jamie Thelen Duane Johnson May 9, 2006 Page 6 Engineering Department, contact Alyson Fauske at 952-227-1164. No additional comments at this time. Inspection Division items #1-3 must be submitted before a permit may be issued; items # 4-25 are approved as deferred submittals and must be submitted through the architect or engineer of record in accordance with MSBC 1300.0130. Other items may also be considered deferred submittals if requested (submit written request). These items must not be installed until submittal items have been reviewed and approved by the city. All other items must be corrected or addressed as requested before the associated permits will be issued. Other issues may arise which will also require your attention. Changes made by issuing revised plan sheets must have the revision clouded and the revision date shown. Submit three copies of only those sheets being revised, one with the original signature of the design professional. Changes to the plans by addenda, bulletin or similar methods must also be submitted in the same fashion. Please call if you have any questions, 952-227-1199. Building Official City of Chanhassen Encl: 2 cc: Sharmin AI-Jaff, Senior Planner Mark Littfin, Fire Marshal Randy Delmer, Mechanical Inspector Building file, 721 Lake Susan Drive g:\snferyGnsp\b1d-rm\721 lakesusandrive.doc CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY REGARDING PRE -PLAN Prior to issuing the Certificate of Occupancy, a pre -plan, site plan shall be submitted to the Fire Department for approval. The following items shall be shown on the plan. 1) Building footprint and building dimensions 2) Fire lanes and width of fire lanes 3) Water mains and thew sizes, indicate looped or dead end 4) Fire hydrant locations 5) P.I.V. - Fire Department connection 6) Gas meter (shut-off), NSP (shut off) 7) Lock box location(s) 8) Fire walls, if applicable 9) Roof smoke vents, if applicable 10) Interior fire walls 11) Exterior doors (garage doors also) 12) Location of fie alarm panel 13) Sprinkler riser location 14) Exterior L.P. storage, if applicable 15) Haz. Mat. storage, if applicable 16) Underground storage tanks locations, if applicable 17) Type of construction walls/roof 18) Standpipes 19) Fire Department make up exhaust controls for parking garages 20) Smoke evacuation system controls 21) Elevator shafts 22) Special Fire Suppression System Room 23) Interior Roof Access 24) Attic Access Hatch 25) Outside emergency generators SIZE: I lxl7, 81/2 xl1 or larger plans will be accepted. A digital version in group 4 TIFF format may be required to be submitted with the paper version of the plan. PLEASE NOTE: Plans with topographical information, contour lines, easement lines, property lines, setbacks, right-of-way lines, headings, and other related lines or markings, are not acceptable, and will be rejected Revisions 6/10/02, 322/05 Pre -Plans FP 07-1991 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT NOTES TO BE INCLUDED ON ALL SITE PLANS 1. Fire Marshal must witness the flushing of underground sprinkler service line, per NFPA 13 2002 10.10.2.1 2. A final inspection by the Fire Marshal before a Certificate of Occupancy is issued. Fire Departrnent access roads shall be provided on site during all phases of construction. The construction of these temporary roads will conform with the Chanhassen Fire Department requirements for temporary access roads at construction sites. Details are available. 4. Onsite fire hydrants shall be provided and in operating condition during all phases of construction. 5. The use of liquefied petroleum gas shall be in conformance with NFPA Standard 58 and the Minnesota Uniform Fire Code. A list of these requirements is available. (See policy #33-1993) 6. All fire detection and fire suppression UUs ms shall be monitored by an approved UL central station with a UL 72 Certificate issued on these systems before final occupancy is issued. 7. An 11" x 14" As Built shall be provided to the Fire Department. The As Built shall be reproducible and acceptable to the Fire Marshal. (See policy #07-1991). 8. An avvroved lock box shall be provided on the building for fire department use. The lock box should be located by the Fire Department connection or as located by the Fire Marshal. 9. Hi - iled combustible storage shall comply with the requirements of Article #23 of the Minnesota International Fire Code. High -piled combustible storage is combustible materials on closely packed piles more than 15' in height or combustible materials on pallets or in racks more than 12' in height. For certain special -hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc. the critical pile height may be as low as 6 feet. 10. Fire lane signaee shall be provided as required by the Fire Marshal. (See policy #06-1991). 11. Maximum allowed size of domestic water service on a combination domestic/fire sprinkler supply line policy must be followed. (See policy #36-1994). Revisions, 5/15/03, 3/22/05 Notes For Site Plan FP 04-1991 Page 1 of 1 4� • S CI Sand Companies, Inc. 366 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 Office: (320) 202-3100 Fax: (320) 202-3139 E-mail: SCI@SandCompanies.com Website: www.SandCompanies.com May 12, 2006 Sent Via Regular US Mail Ms. Alyson Fauske City of Chanhassen 7700 Market Blvd, PO Box 147 Chanhassen, Minnesota 55317 RE: Site Plan 06-05 — Gateway Place. Dear Alyson: Please find the enclosed, signed site plan agreement relating to Gateway Place in Chanhassen. After the City has signed, please forward me a copy for our records. The letter of credit in the amount of $63,800 is forthcoming in the next few days. Please let me know if you have any questions or comments. Thanks. Sincerely, Sand Companies, Inc. J. Thelen President CITY OF wAY 1 5 2006 ENGINEERING DEPT. Q A' �VlfR vk� 5_07 Construction ♦ Property Management ♦ Development Equal Opportunity Employer CAMPBELL KNUTSON Professional Association Attorneys at Law 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 FAX: (651) 452-5550 FILING OF DOCUMENTS TO: ✓ COUNTY RECORDER _ REGISTRAR OF TITLES Please complete, date, and sign this form upon assigning document numbers for the documents listed below and return completed form to SUE NELSON at the Chanhassen City Attorney's office at the address shown above. A self-addressed envelope is provided jor your convenience. CLIENT/MATTER: City of Chanhassen — Gateway North DEVELOPER: Chanhassen Gateway Place, LLC OWNER: Gateway Development, LLC THE FOLLOWING DOCUMENT(S) Abstract Torrens WERE FILED: Document No. Document No. 1) Plat 2) Consen o Plat by 3) Developm4ree 4) Site Plan 5) Co act for Priva 06-05 Bank Corp. 0 (3, /% at _�/. C'� n'Cloc )C fP.M. on / -C n ' (('�i 2006 with the County Recorder / Registrar of Titles of Carver County, MN. SIGNED:�r� Thankyou! 125787 CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 5/24/06 06-05 ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 2/27/06 06-05 Site Plan Agreement Lot 1, Block 2, Gateway North THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit ❑ For your use ❑ Approved as noted ❑ Submit ❑ As requested ❑ Returned for corrections ❑ Return ❑ For review and comment ® For Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO: Sharmeen AI-Jaff, Senior Planner copies for approval copies for distribution corrected prints SIGNED: V I' �L✓ Cim Meuwissen, 52 27-1107 If enclosures are not as noted, kindly notify us at once. Meuwissen, Kim From: AI-Jaff, Sharmeen Sent: Wednesday, July 25, 2007 10:47 AM To: Jamie J. Thelen Cc: Meuwissen, Kim Subject: RE: Letter of Credit It will work fine. Thank you Jamie. Sincerely Sharmeen AI-Ja, ff Senior Planner 952-227-1134 From: Jamie J. Thelen[maitto:JJThelen@SandCompanies.wm] Sent: Wednesday, July 25, 2007 10:10 AM To: AI-Jaff, Sharmeen Cc: Meuwissen, Kim Subject: RE: Letter of Credit Sharmeen, I have this in process. Does the expiration date (June 30, 2008 work? Thanks. - President Sand Companies, Inc. 366 South Tenth Avenue, PO Box 727 Waite Park, Minnesota 56387-0727 Tel (320) 202-3100 Fax (320) 202-3139 www.SandCompanies.com From: AWaff, Sharmeen[mailto:saUaff@ci.chanhassen.mn.us] Sent: Wednesday, July 25, 2007 9:32 AM To: Jamie J. Thelen Cc: Meuwissen, Kim Subject: RE: Letter of Credit Hi Jamie, What is the update on the LOC in the amount of $3,180? 1 need it as soon as possible. Thank you, ro _ From: Jamie J. Thelen[mailto:JJThelen@SandCompanies.com] Sent: Monday, May 07, 2007 4:49 PM To: AI-Jaff, Sharmeen 7/25/2007 a Subject; Letter of Credit Hello Sharmeen, We have $63,800 LOC to secure the landscaping installation that is set to expire on May 31, 2007 (see attached). If the weather holds out, we are planning on having nearly all the landscape work completed by then. Although I understand the City does not want to wait until the last minute to see if it is completed or not. Are you okay with an extension until June 30, 2007 on this LOC? If I go beyond a 30 day extension, the bank will charge a 2% fee. Please let me know & I can get this processed as soon as possible. I do understand that when the landscape is complete, we will have to provviide�a new 12 month LOC in the amount of $3,180 relating to the warranty. Thanks. a President Sand Companies, Inc. 366 South Tenth Avenue, PO Box 727 Waite Park, Minnesota 56387-0727 Tel (320) 202-3100 Fax (320) 202-3139 www.SandCompanies.co Get your FREE personalized email signature at My Mail Signature! Get your FREE personalized email signature at My Mail Signature! 7/25/2007 For office Use Oey CITY OF CHANHASSEN SIGN PERMIT APPLICATION 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 Permit No. Permit Fee: $ ❑ Cash ❑ Charge ❑ Check # Date Issued: Site Address: 7d\I L6�� SuRAO br'-y ... Zoning: rLkt1-T -U-j &Planning Case#: 6-0 Suite No. (if any): PLEASE PRINT Applicant Name and Address: _3V6 Sew't� 1a«C1� (avc. Contact: 2aN� �o�.wsod Phone:3�;-a01-1%00 Fax: ;�0-a0a_3139 Email: Cd, SNa.ICoM�o+�•+eeor- Owner Name and Address: C1.e..,�..e,ss�.J Gaicwu+aP�arw 1..1�C. P.O. 0 A 16 a-. 01 Contact: -ion+.:•. �.- A�' Phone: 310-1o1-itit Fax:>10-10a-313i Email: Permanent Sign ($100): Temporary Sign ($35): From: / NOTE: Sign fee is due at time of permit application. RECEIVED -To: ! / JUN 13 2006 CHANHASSEN INSIPECTIOnS TYPE OF SIGN (Please Circle all that apply) New Wall Mounted C Illuminated re• - Alteration onument Non-1 lummated Repair on Banner (temporary) Relocate Portable (temporary) Size of Sian: Length: Width: Height: Total Area: Logo Area: $-Oft `y e. *. 3e-9'' ft. Z 3.93 sq. ft. sq. ft. If a Wall Sian, Wall Area: sq. ft. Percentage of wall coverage by sign: If a Monument or Pylon Sian, ,^tr Total Height (above grade)-5 -0 ft. fired Inspections Illuminated Si Footing An electrical permit must Foundation be obtained and final electrical Final inspection approval is required. Other Requirements The approved plans and permit must be on site for the final inspection. d l:•54.� I NN UKMA I I UN Wording on Sign: G ukc, W" Pla.at, � ( f'l,.ewk, hj ujw Ler Materials Used for Construction: 6 & 6 Qt, 4a., Pe c'fc � ?/y a r� pQ hl�.044J Wall Anchorage Details: Specifications of fasteners (e.g., size, type, number per letter, and spacing): Approximate weight of sign: ValueofSign: $ 3.)00`� Estimated Date of Completion: MiAh 'V�j Will the sign be located in a public drainage or utility easement?: Yes —X— No NOTE: Please attach an elevation drawing to scale of the entire wall of the building to which the sign is to be affixed, accurately locating the sign. If the sign is free standing, attach a site plan showing the exact location of the sign in relation to the property lines and plans indicating the manner the sign and/or its support will be constructed. THE UNDERSIGNED HEREBYAGREES TO DO ALL WORK IN ACCORDANCE WITH CHANHASSEN CITY CODE AND THE RULINGS OE THE BUILDING INSPECTIONS DIVISION. Applicant's Signature: Property Management's (REQUIRED) Date: -1 l 10 Date: S / V / D L APPROVALS Building: Planning: Engineering: Date: Date: Date: Rev. I/06 s xwaA I I 1 ro WING W a ®OOGeDuuD ucnr- sx M. 3• mu;x wvee axx owc uw3cvG Panic / lllNK 015TNIQ RLN N6fN12 Irs I �1 oos rxx.l /� 1 �0� O & 91D[D 91GN � 2 (31 VFGG 901ADfR5 TO HIGCIKs1f15 ® PROJIp[ FQBINWS t RAMI G9 -V[P.IM WIIH WIOSCPP[ RAN � OYINIX POROIIalRIY a1D 9@ �i ENTRANCE SIGN PLAN x-I SCALE: I/8' = I.-0. NOfG: IE31EP1NG 915, OJ NJp Tff. - 23. 9G `A[Cf®9Y OWN[R Ofh191GN/GE `i0. ff. 3.93 9.P. as iP ateway Place m § 4 rn law sNm.� Dm. - oDD��Docaowc •♦.•SC GOUIXG fNSD �- snNo�srz�D siaNreN Sand Companies, lnc. I I I 3365avd POD. 77n7 e.ae I I �^•Nw c.s�noaD I I I I rtlxooN ®M rosr9 I I Wdm P.A%I 36387-0727 ip I 1-siaN[D I ODbP: (320)202-0100 I 1 I F. (320) 202-3139 11 I web i snrSodcaepam c com I I I I I I B-3/dl• Sl.7.Qi VudCoiNpa com 1 LJ LJ I ENTRANCE SIGN ELEVATION GATEWAY x-' SCALE: 1/4' - ''� PLACE CHANHASSEN. MN X-1 f a ti !k \3 All I I n DL — ONUTRANCE o e I a 3 G ti 4 L / �� s•4� sa-I.as• 1 �Slrwrc sa CONC. 1 �I 5" LGFffING/ SIDEA•AU. EIEC. O S 5" UGHTINGI 0 ®"•��y 3 5TORY BUILDING 5EE EIEC. 1 OVER PARKING GARAGE BUILDING FOOTPRINT I 23.7705.F. PICNIC AREA PRIVACY FEMCEIF� 2 I� � 47 EX(ERIOR 5T G I COVERED 5TALL5 v EDGE OF J 105 TOTAL 5TAU5 l a ASIIPALT an Q ACCE5515LF rGK f5 cj CURB CUT , s. 1 FIRE HYDRANT y6¢ . I O 0 CLEAR 5 • CONC. SLAB I Iz,-0• q 4GA B I2 .®EA. 1 :, scnUEPi sa_D. N `A 5'-0• CONC. WAY FOR ELEC. 9 SIDEWALK SITE LGHTING EDGE OF—'--- F 31� 5EE 4EC. A5HPAIT 1 0 TRENCH DRAIN , a'r ��•� 13 • �y ` � I Sand Companies, I IDCK 5 b ��.,..r.n..v.�.c... \ Bpl( 336 SpmA TentAAwnue $�, I Poe 111 �y AINING WO_T..-rh,MN36301 � W Sf(E LGHNNG Q(310)101-31M00 F. (320)101-3139 /yam SEE EIEC�/ Wrb.i-w,vws."Cmepaeic I LEAR E-Ma , SC!Cfl.WC .pa N2 "n'N 5'-0• CONIC. FlRE HYDRANT 5SEE ELEC. RE LGIT. 54D""'� GATEW/ y,A % ` P' / PLACE / 5 CHANHASSEN, / / X-2 Fae Office Use Only CITY OF CHANHASSEN SIGN PERWT APPLICATION 7700 Market Boulevard P. 0. Box 147 Chanhassen, MN 55317 (952)227-1100 Pemtit No. Permit Fee: $ ❑ Cash ❑ Charge ❑ Check # Date Issued: Site Address: 1XI �.O kc- Sksn« Dr:ya- Zoning: Planning Case#: Suite No. (if any): rLLAbE FKll41 Applicant Name and Address: Av•— a Contact:_bLtft., o\, -4 � Phone: ]3D-9o�•310o Fax: 3�D-1a1-S1oo Email: 01��o�rsowQ $.AtJ1{Ce.-pwi ;•s Owner Name and Phone: ja-0-2§X-;100 Permanent Sign ($100): Temporary Sign ($35): From: 7 / 1 /06 To: _:� jj_/ 01 NOTE: Sign fee is due at time of permit application. wn� PIP'c4- t,LL 5630� Fax 5a-b-'-o'X-SI TYPE OF SIGN (Please Circle all that apply) New 1 a..- Wall Mounted Illuminated - Non -Illuminated Alteration Monument Repair Pylon Banner (temporary) Relocate Portable (temporary) Size of Sign: t If a Wall Sign, Length: Z ft Wall Area: sq. ft. Width: yi.- * Percentage of wall Height: Lit ft. coverage by sign: Total Area: no sq. ft. Logo Area: sq. ft. If a Monument or Pvlon Sign, ,1 Total Height (above grade) ' - 6 R. ired Inspections Illuminated Signs Footing An electrical permit must Foundation be obtained and final electrical Final inspection approval is required Other Requirements The approved plans and permit must be on site for the final inspection. nc UUltrCU INh URMA II UN Wording on Sign: G A�.,.>,, 0 Materials Used for ConstructiodM PIL„kk ; Li Wall Anchorage Details: Specifications of fasteners (e.g., size, type, number per letter, and spacing): Approximate weight of sign: SbO�' Estimated Date of Completion: 0 Value of Sign: $ �tb"— Will the sign be located in a public drainage or utility easement?: Yes No NOTE: Please attach an elevation drawing to scale of the entire wall of the building to which the sign is to be affixed, accurately locating the sign. If the sign is free standing, attach a site plan showing the exact location of the sign in relation to the property lines and plans indicating the manner the sign and/or its support will be constructed. THE UNDERSIGNED HEREBYAGREES TO DO ALL WORK INACCORDANCE WITHCHANHASSENCITY CODE AND THE RULINGS OFAWE BUILDING INSMC,TIONS DIVISION. Applicant's Signature: Property Management's (REQUIRED) i/�/a APPROVALS Building: Planning: Engineering: Date: Date: Date: Rev. 1/06 A 3/4" x 4'-0" x 8'-0" PLYWOOD GREEN BORDER GATEWAY PLACE CHANHASSEN, MN le .OPENING SUAWER 2007 ---) --- - ---- 0 48 APARTMENT HOMES BLACK LETTERING (TYP.) ANO El. DPIAPMENT BY: • ONE, TWO UTHREE BEDROOMS ♦UNDERGOUNDHEATEDPAIWNG WHITE BACKGROUND ♦♦*j ♦ RESIDENT STORAGE ROOMS .,. _,... _.___,_ ._. • PROFESSIONAL MANAGEMENT GREEN LETTERING CONSTRUCTION 51GN D I SCALE: 112" = 1 '-O" u 4x4 TREATED POSTS Sand Companies, Inc. �..X_.,,.I-., ...,..... 336.caa16 Trmh d,mae Pa a 727 Watre Port, MN 563b9-0J2] OFfee .1id10)201 )202-3139 Pax: (310)10S31.i9 L- nrbe: x•xx...cawcNn,Pan;N�.�M,n P-.Uuit0RRD.SCXaS'vnAG,n,Pnnlr.:eoa NnEPNEPAR xIS PN.N, SPECIFICATIDN nxPEMOVMADUl LCENY �S"MPENV6gN6MAi IPMM OMLV LICENSED aCXrtECf YXMEM ixE UWSCFNIHHF30FP sroxATuaE'. ECI,MI,,U,AME' NCMANOA. NEINKINDS Cli ATI.. 1 MP M TlESEDRAWi4DSA40WMIFICATICASARETNE QE rV OF SAND CONP IES, INC ANY NEPN ADNCP PEWEOFME9ED000MEMTSIS WENXrTXOVTKArt .INEPNISSKKIF. OHOCOMPANES, INC. PN.ECTXO.: D'. O .SV. JANIC. CXECMEO SY: NA.1NN'XOS DEvs OO iE: GATEWAY PLACE CHANHASSEN,MN DETAIL D-1 0 e CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL UI:1S�1.� Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 2/27/06 06-05 Site Plan Agreement Lot 1, Block 2, Gateway North THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ® For Recording ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO: Sharmeen AI-Jaff, Senior Planner SIGNED: chrr-- Kim Meuwissen, 52 27-1107 SCANNED IF enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN 06-05 SPECIAL PROVISIONS THIS AGREEhIENT (this "Site Plan Agreement") dated February 27, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and CHANHASSEN GATEWAY PLACE, LLC, a limited liability company (the 'Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a three story apartment building with a variance for the reduction of nine enclosed parking spaces (referred to in this Site Plan Agreement as the "Project'). The land is legally described as Lot 1, Block 2, Gateway North, according to the recorded plat thereof on file in Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: Preliminary Plat dated received January 6, 2006, prepared by Westwood Professional Services, Inc. PlanB: (C1) Grading and Erosion Control Plan dated received January 6, 2006, prepared by Westwood Professional Services, Inc. PlanC: (C2) Utility Plan dated received January 6, 2006, prepared by Westwood Professional Services, Inc. PlanD: (0) Sidewalk and Paving Plan dated received January 6, 2006, prepared by Westwood Professional Services, Inc. Plan E: (C4) Construction Detail dated received January 6, 2006, prepared by Westwood Professional Services, Inc. SP-1 PlanF: (L -1.0) Landscaping Plan dated received January 6, 2006, prepared by Westwood Professional Services, Inc. PlanG: (A-1.0) Floor Plans dated received January 6, 2006, prepared by Sand Companies, Inc. Plan H: (A-1.1) Floor Plans dated received January 6, 2006, prepared by Sand Companies, Inc. Plan I: (A-1.2) Unit Plans dated received January 6, 2006, prepared by Sand Companies, Inc. Plan J: (A-1.3) Unit Plans dated received January 6, 2006, prepared by Sand Companies, Inc. Plan K: (A-2.1) Elevations Plans dated received January 6, 2006, prepared by Sand Companies, Inc. Plan L: (A-2.2) Elevations Plans dated received January 6, 2006, prepared by Sand Companies, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2007. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall fumish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $ 63,800. This amount has been calculated at a rate of 110% of the actual value of improvement. The actual landscape material estimate is $58,000. The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Jamie J. Thelen Chanhassen Gateway Place, LLC. 307 Golf View Drive P. O. Box 10 Albany, MN. 56307 Phone: 320-202-3114 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On February 27, 2006, the City Council adopted the following motions: SP-2 r "The Chanhassen City Council approves the site plan with a variance for the reduction of nine enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions: a. The applicant shall replace the Colorado blue spruce specified on the landscape plan with an alternate evergreen species. b. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be set back a minimum of 10 feet from the property line. c. Additional information must be submitted pertaining to the height and materials used for the privacy fence located east of the tot -lot and picnic area. d. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. e. Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. The storm water pond should be platted in an outlot. f. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. g. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. h. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. i. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. SP-3 j. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. k. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips shall be placed around the building in amounts sufficient to control rutting. 1. The plans shall be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. in. Silt fence (Chanhassen Type 1) shall be installed around the north and east side of the pond within 24 hours of permanent outlet installation. n. The plans shall be revised to show inlet protection for sediment during construction for the trench drain at the garage and shall include a detail. o. Submit a detailed lighting and signage plan consistent with the Chanhassen Gateway PUD Development Design Standards. p. Building Official conditions: 1. The building must be protected with automatic fire sprinkler systems. 2. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. An accessible route must be provided to the building, parking facilities and public transportation stops. 4. All parking areas, including parking garage, must be provided with accessible parking spaces. 5. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. 6. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. q. Fire Marshal Conditions: 1. A 10 foot clear space must be maintained around fine hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 2. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. 3. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. 3.a 1-1990 regarding fire alarm systems. 3.b 4-1991 regarding notes to be included on all site plans. 3.c 7-1991 regarding pre -fire drawings. SP-4 Id 29-1992 regarding premise identification. 3.e 34-1993 regarding water service installation. If 36-1994 regarding proper water line sizing. 3.g 40-1995 regarding fire protection systems. 3.h 06-1991 regarding fire lane signage. 3.i 52-2005 regarding commercial plan review submittal criteria. 4. Show on utility plan location of post indicator valve (PII). 5. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. 6. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 7. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. r. Approval of this site plan is contingent upon approval of the final plat for Gateway North. s. The applicant shall enter into a site plan agreement. t. The building shall comply with the Planned Unit Development building setback requirements u. The applicant shall revise the plans to show a clock on the vertical element of the building." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit 'B" and incorporated herein. 0-al CITY OF CHANHASSEN BY: (SEAL) "fodd Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this,2 day of 2006, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. :K1M"WISSEN AM NOTARYNublic-Minnesota„„-. Myon Elq. a Jan 31. 2010 CHANHASSEN GATEWAY PLACE, LLC: BY: _ Jamie elen Chief Manager STATE OF M94NESOTA ) (ss COUNTY OF Lr The foregoing instrument was acknowledged before me this IZ day of 2006 by Jamie Thelen, Chief Manager of CHANHASSEN GATEWAY PLACE, LLC, j limited liability company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC affl CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the �Jai warranties. Provided the landscaping is in the condition required herein following such twelve (12) month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. GC-8 F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 am. to 7:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. GC-9 M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. gAplan\2005 planning cases\OS-03 walgre \site plan ag a mentdm GC-10 cc- -CS Status Report 4/30/07 plan.OR2 V 00 v ust 2000 a '2000Tinci T W T F S M T W T FS1 2 3 4 5 1 26 B 9 10 11 12 3 a 5 6 7. 8 9 13 15 16 1 10 1910 11. 12 13 14 15 18 20 1 22 23 24 25 26 ' 18.19 20 21 2212327 0 29 30 31--- 24 25 26 2] 28 29 90... _.. _. .....__ __.__._ jo Securities Cate" Description 4/30/07 5/31/07 F LC #112 expires 5131/07 at 4:00 p.m. Lot 1, Block 1, Gateway North Site Plan Agreement 06-05 Planning Case 2006-05 $63,800 Notify Sharmeen AI-Jaff on 4/30/07 02 Lola eeaelo CV. Y W.4.11P S=S P-P" F4I CITY OF RECE ED SSEN MAY 2 4 2006 ENGINEERING DEPT. IRREVOCABLE LETTER OF CREDIT No. 112 Date: May 24, 2006 TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of Chanhassen Gateway Place, LLC and in your favor, our Irrevocable Letter of Credit in the amount of $63,800.00, available to you by your draft drawn on sight on the undersigned bank. Bank"; The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 112, dated May 24, 2006, of Bridgewater b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 3800 American Boulevard West, Suite 100, Bloomington, NIN 55431, on or before 4:00 p.m. on May 31, 2007. This Letter of Credit guarantee's Chanhassen Gateway Place, LLC's compliance with the signed Site Plan Agreement dated February 27, 2006. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. 3800 American Boulevard West, eeoNE 952.893.6868 Mdgewarerbankmnxom Suite 100 Enx 952.893.6869 Bloomington, MN 55431 SCANNE D CITY OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227,1140 Fax: 952.227.1110 Park A Recreation Phorn: 952227.1120 Fax: 952.227.1110 Recreation Center 2310 Courier Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone. 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227,1300 Fax: 952,227,1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site wwwoi.chanhassen.mn.us I.l,lI9U[GI7N►I11�1 TO: Sharmeen Al-Jaff, Senior Planner FROM: Mak Seidan, Engineer DATE: March 29, 2006 SUBJ: Final Plat Review of Gateway North Project No. 06-10 Upon review of the plans dated December 19, 2005, prepared by Westwood Professional Services, Inc., I offer the following comments and recommendations: GRADING/DRAINAGE/EROSION CONTROL The existing site is about 7.73 acres in size and almost 100% of the area will be graded by MnDOT for the extension of the proposed Lake Susan Drive and by the applicant. The proposal includes three lots and an outlot. The current plans show an apartment building with underground parking. The applicant is proposing to grade the site to prepare the building pad, parking lot, and stormwater ponding areas. The parking lot and building drainage will be collected by a system of catch basins within the parking lot and conveyed by storm sewers to the proposed pond in the southwest comer of the site. The plans show a catch basin at the low point in the northwest comer of the proposed building with an emergency overflow discharging around the building along the east side to the south. Also, the proposed pond outlet control structure discharges to the south to the proposed Highway 212 storm sewer. The plans are not clear on how the stormwater pond overflow and the south area at a flooding period will be draining. The grading plan does not show the proposed development and Highway 212 contour elevations. The applicant must coordinate and obtain MnDOT approval for this proposal and show the overall proposed drainage flow direction in relation with Highway 212. A public drainage and utility easement is required over the proposed pond. This easement shall cover the pond up to the 100-year high water elevation. The applicant has submitted pond sizing calculations for a 10- and 100-year, 24-how storm event; minor revisions are necessary. The pond must be built to National Urban Runoff Program (NURP) standards in accordance with the City's Surface Water Management Plan (SWMP) and must satisfy the requirements of MPCA's phase 2 design standards. As per Walker model criteria, the proposed pond must have a mean depth of three feet and be designed for a 2.5-inch rain event. Storm sewer sizing calculations with a full-size map for a 10-year, 24-hour storm event are required. Proposed erosion control consists of silt fence along the east and south grading limits of the site. A rock construction entrance is proposed at the access off proposed Lake The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. Sharmeen Al-Jaff March 29, 2006 Page 2 Susan Drive, but it must be minimum 75 feet long. All disturbed areas as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. The applicant should be aware that any off -site grading will require an easement from the appropriate property owner. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. The applicant must be aware that any retaining wall exceeding four feet in height must be designed by a registered structural engineer, with an approved safety fence. A building permit from the City's Building Inspections Dept. must be obtained. UTILITIES The site has access to public sanitary sewer and watermain from the proposed Lake Susan Drive and existing Highway 101. The developer must show a connection to the existing watermain within Highway 101, extend it to the east along the south side of the proposed Lake Susan Drive to serve the proposed building and the lots in the future phase. The applicant must be aware that the watermain within the public street right-of-way will be a public utility and needs to coordinate with MnDOT on the construction of the watermain. The private watermain that services Lots 1 & 2, Block 2 must be located within a 20-foot wide private utility easement along the property line. A private sanitary sewer service to the proposed building will be extended from the existing sanitary manhole within the proposed Lake Susan Drive extension at the northeast corner of Lot 1, Block 2. The installation of the private utilities for the site will require permits and inspections through the City's Building Department. The underlying property has been assessed for sewer, water, and street improvements and there is no remaining assessment due payable to the City. The applicant has already paid all SAC and sanitary and water hook-up fees. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Upon completion of the public utility improvements, the utilities will be turned over to the City for maintenance and ownership. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, NPDES, MN Department of Health, Watershed District, Carver County, MnDOT, etc. STREETS The plans propose three full accesses off the proposed Lake Susan Drive, two to serve Lots 1 and 2, Block 2 and one to serve Lot 1, Block 1. No public streets are proposed in conjunction with this project. MnDOT proposes to extend Lake Susan Drive from existing Highway 101 to the proposed Highway 101 realignment. The timing of the Sharmeen Al-Jaff March 29, 2006 Page 3 Lake Susan Drive extension is unknown; therefore, the applicant must coordinate the proposed construction access with MnDOT. A temporary access of existing Highway 101 may be required. The applicant must be aware that the MnDOT right-of-way tumback issue will not be resolved before this is platted. Also, the applicant must extend the sidewalk further east to the proposed Highway 101 intersection. RECOMMENDED CONDITIONS OF FINAL PLAT APPROVAL 1. Revise the plat to show a 20-foot wide private utility easement along the property line between Lots 1 & 2, Block 2. 2. Approval of the final plat is contingent upon approval of final construction plans/specifications for the project along with the developer entering into a development contract with the City and supplying the necessary financial security and fees. RECOMMENDED CONDITIONS OF CONSTRUCTION PLAN APPROVAL Submit storm sewer design calculations with full-size drainage map for a 10- year, 24-hour storm event. 2. Work with staff to revise the pond design calculations for the 10- and 100-year storm event. 3. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 4. The applicant is required to coordinate with MnDOT on the full access at Lake Susan Drive and the storm pond outlet control sewer construction. 5. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, MN Department of Health, etc. 6. On the grading plan: a. Show minimum 75-feet construction rock entrance. b. Show the stormwater structures rim and invert elevations. c. Show the contour lines elevations of the proposed Highway 212 and the area south of the Highway 212. The applicant must coordinate and obtain MnDOT approval for the southern area drainage proposal. 7. On the utility plan: a. Show the private watermain within the 20-ft easement between Lots 1 & 2, Block 2. b. Show the storm sewer pipe type, class, and size. Sharmeen Al-Jaff March 29, 2006 Page 4 c. Show the stormwater manholes rim and invert elevations. 8. On the plans, show the 20-foot drainage & utility easement between Lots 1 & 2, Block 2 along the property line. 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 10. The sidewalk along the north portion of Lot 1, Block 2 must be extended to the east and connected with Highway 101 sidewalk and approved by MnDOT. 11. Temporary easements are required for any off -site grading. 12. The applicant must provide a proposed haul route for review and approval. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 15. Use the City's latest edition (2006) of Detail Plate Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3104, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, 5301, 5302A and 5313. 16. Coordinate with MnDOT and/or ZRC on the watermain construction. 17. A cross -access easement for the shared driveway must be obtained and recorded against the lots. 18. On the sidewalk and paving plan: a. Show the length of the parking stalls. b. Revise the full access width from 25-foot to 26-foot minimum and all the parking driveway aisle must be 26-foot wide. c. Show a stop sign and street light at the full access of proposed Lake Susan Drive. c: Paul Oehme, City Engineer/Dir. of Public Works Alyson Fauske, Assistant City Engineer g:\eng\projects\gatewaynorth\fpr.doc �1 11 II _ II 1 ENVIR NTALLY SENSITIVE AREA T 2/6 (PEMB/PFOIB) t______ _--n � _ N m m 25 � a a N co UJ - - - _ ' - O -- .r- - ED Q i - vI LLI z ' 1s m � --T /.. — A ,. U r 0 4 0 44 i NB TH 101 i SB TH 101 us _ wrs lT _Al5_---------- A POINT 21.57• LT OF 7 _ -/ w8 TH 212 STA 1158+02 97 R -- - - NE LOOP TH 101 ' 4 STA 29-7B.60 ._.-•- ._._._. _._._. - DGE NO, 10040 212 H r 12• AUz _ LUTE_ _ _ 11 5 � - - - - - PA (i EB TH 212 41 HTC/r (IiyF LEGEND % j F ----- ----- --�-----^-BR— CONSTRUCTION LIMITS BIOROLL SyFFT c CONTROLLED ACCESS ENVIRONM ' 01 SENSITIVENAREAY S IQFCOe oo t 0M ey -------DITCH FENCEFOTEC710N VSAFETY EGETATION I -us MACHINE SLICED SILT FENCE —PA— SiLTASSEMBLED FENCE - HD HEAVY DUTY SILT FENCE / DITCH BLOCK �C RECTANGULAR INLET PROTECTION N � INLET TAKEN OFfI INE RIPRAP OUTLET _ STANDARD fi DIRECTIONAL FLOW ARROW m B10ROLL DITCH CHECK 'L EROSION CONTROL 0 BLANKET CATEGORY 2 O TEMPORARY SEED AND + MULCH WITHIN T DAYS O SOD _. HIGHLY ERODIBLE SOILS --------- m- - - - - - - - LLJ �' — —i—y IJ• a WASHOUTEATRUCK REA = 21 ----- - ------ - >-------- - r- 16 16 --� 16 --- - _ PA WS / A POINT 45.00 RT OF / EB TH 212 STA 1159,1 8 {/ SE LOOP TH 101 - ;STA 10.00.00 IL / S 1 1 l gTCy 8 Q ~IQ / S IMF I •� 6 g yhro FF SyFF� 02 q 919 O� ore �? O� Ac,�<n�4� .m rMt I p p/y LIC.nb.p Prplpttlgy E/gIMM Wtr rM ro m err vm, p1 Nwrmea Pr Inl Name: BOBBY BARE '•'-' Prlat Na : FOR INFORMATION ONLY — NOT FOR REVIEW %TN 212 DESIGN BUILD Zumbro EROSION COD ver conshuctors IM- T.H. 212 X SCALE IN FEET (Sp 1017-12> SHEET ROL OECO2 OF lIVJC I TEMPORARY CONNECTIO TO EXISTING T.H.107 CONCRETE PARAPET WITH ORNAMENTAL METAL RAILING ION r -� I \ IN 0 I a $ \ i -- - ---------- 0 i 7 cores S q g� I m �. i I L....... ...... --.1_.—._ _—.— f i FUTURE F - - — — — - TRUNK — ---- - - - - - - - - - - - - - - --- - - •m;; TRUNK HWY. NO. 101 a: i� e i z� t�Y z I rt� r A fry � n� N Mary Mcneff - Lake Susan Drive - Release for Construction Plans Page 1 From: Paul Merchlewicz To: Clarkowski, Lynn Date: 1/30/2006 10:02:34 AM Subject: Lake Susan Drive - Release for Construction Plans Lynn, Attached is a PDF showing the latest Construction Plan for Lake Susan Drive. This plan assumes that the entrance to the Utility building will be located off of the access road that exits Lake Susan Drive to the north. If you have any further questions, please feel free to give Mary or I a call. Thanks, Paul Paul Merchlewicz Mn/DOT Roadway/State Aid Roadway Verification Ph: 952-368-5619 E-mail: paul.merchlewicz@dot.state.mn.us CC: Lacho, Mary •81.0 16.0 1 OLD TH 101 STA 10+00.00 8 BEGIN CONSTRUCTION Al.2 CL OLD TH 101 y~' LAKE SUSAN DR STA 10+35.27 S BEGIN CONSTRUCTION D 0 i i �8624 CID i� SEE SHEET IOIND6 FOR INTERSECTION DETAIL i G SHEET IOIND6 INTERSECTION DETAIL .5 °74.7 \ CL LAKE SUSAN DR 1 a.0 O 5.2 RT /6. \� 0 O� 6.0 RT •81.0 36.0 RT a` V,B42A Cs., O AT °39. °91 •66.' •09. .9 IVE Ct OLD TR 101 RE'LFASEo con C NSTRUCri N ZRC NOTESI to SEE SHEET IOCDOI FOR DRIVEWAY DETAILS. ® ALL RAISED MEDIAN SHALL BE CONCRETE MEDIAN. SEE INSET DO. 3Q ACCESS FOR OWEST FACILITY REDIRECTED TO SIDE STREET. 4O USE BIT CURB IN CUL DE SAC IN AREA TO BE REMOVED IN FUTURE. LEGEND — PROPOSED R/W --— EXISTING R/W — — — — — — — — — — — — CONSTRUCTION LIMITS TEMPORARY EASEMENT 0 CONTROLLED ACCESS ENVIRONMENTALLY SENSITIVE AREA —Tl fl— NOISE WALL RETAINING WALL �► TRAFFIC DIRECTION PEO CURB RAID SUPERELEVATION ® TRANSITION C&G 3 SEE SHEET FOR INTERSECTION 1 4 °92.6 1 Off' lv h� h lu 00 SCALE IN FEET hG� O4/y Q h� $ •°°°°°'°°°>.° ..,�«.. flat 1 a! a DIY LlcMyc° Profess�dW ryirYC tiger P �Igm,eoesro.xc�I°'�?/11 I - ---- """"'"—""I ) Q{p ' Zumbro TH 212 DESIGN BUILD (SP 1017-12) SHEET OCPIC CONSTRUCTION PLAN u 080 gEVI510M - ` verconstructors �'•_ LAKE SUSAN DRIVE AND OLD TH 101 STA IO°00 TO OF - _ - NO pKiE BY CKO IPPq _ •.gym _iOb 10171z_I OCv10.ap� 00fe OB/30/ L; ,,1e • N6R Oa•e 9 %y �JS wooi .,.. STA 18.00.00 STA IOr00 TO S7A 26•00 15 77110 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax 952,227.1110 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park A Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning d Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.12) Fax:952.227.1310 Senior Center Phone: 952.227.1125 Fax:952.227.1110 Web Side wmv.ci.chanhassen.ouruc February 15,2006 Ms. Pam Marks, Accountant Metropolitan Council Mears Park Centre 230 East Fifth Street St. Paul, MN 55101-1626 Re: SG2005-111 Dear Ms. Marks: Per your request, please find enclosed two signed copies of SG2005-111 grant agreement. If you have any questions, please feel free to contact me at 952-227-1134 saliaff @ci.chanhassen.nan.us Sharmin Al-Jaff Senior Planner enclosure 3' 1 3 joy 4 � The City of Chanhassen • A growing community with clean lakes, quality schools, a chanting downtown, thriving businesses, winding trails, and beautiful parks. A groat place to live, work, and play. LOCAL HOUSING INCENTIVES ACCOUNT V GRANTEE: City of Chanhassen GRANT NO. SGO05-111 PROJECT: Gateway Place GRANT AMOUNT: $300,000.00 FUNDING CYCLE: Fall 2005 COUNCIL. ACTION: December 7, 2005 END DATE: December 31, 2007 METROPOLITAN LIVABLE COMMUNITIES ACT GRANT AGREEMENT THIS GRANT AGREEMENT ("Agreement") is made and entered into by the Metropolitan Council ("Council") and the Municipality or Development Authority identified above as "Grantee." WHEREAS, Minnesota Statutes section 473.251 creates the Metropolitan Livable Communities Fund, the uses of which fund must be consistent with and promote the purposes of the Metropolitan Livable Communities Act and the policies of the Council's Metropolitan Development Guide; and WHEREAS, Minnesota Statutes sections 473.251 and 473.254 establish within the Metropolitan Livable Communities Fund a Local Housing Incentives Account and require the Council to annually distribute funds in the account to Participating Municipalities that have not met their affordable and life -cycle housing goals and are actively funding projects designed to help meet the goals, or to Development Authorities for projects located in eligible Municipalities; and WHEREAS, the Grantee is a Municipality that has negotiated affordable and life -cycle housing goals pursuant to Minnesota Statutes section 473.254, subdivision 2 and has elected to participate in the Local Housing Incentives Account program, or is a Development Authority; and WHEREAS, the Grantee seeks funding in connection with an application for Local Housing Incentives Account funds submitted in response to a Request for Proposals issued by the Metropolitan Housing Implementation Group for the "Funding Cycle" identified above and will use the grant funds made available under this Agreement to help fund the project identified in the application; and WHEREAS, the Council awarded Local Housing Incentives Account funds to the Grantee subject to any terms, conditions and clarifications stated in its Council Action, and with the understanding that the project identified in the application will proceed to completion in a timely manner and all grant funds will be expended prior to the "End Date" identified above. NOW THEREFORE, in reliance on the above statements and in consideration of the mutual promises and covenants contained in this Agreement, the Grantee and the Council agree as follows: Page 1 of 8 Pages # LOCAL HOUSING INCENTIVES ACCOUNT I. DEFINITIONS 1.01 Definition of Terms. The terms defined in this paragraph have the meanings given them in this paragraph unless otherwise provided or indicated by the context. (a) "Council Action" means the action or decision of the governing body of the Metropolitan Council, on the meeting date identified at Page 1 of this Agreement, by which the Grantee was awarded Local Housing Incentives Account funds. (b) "Development Authority" means a housing and redevelopment authority, economic develop- ment authority, or port authority. (c) "Municipality" means a statutory or home rule charter city or town. in the seven -county metropolitan area defined by Minnesota Statutes section 473.121, subdivision 2. (d) "Participating Municipality" means a Municipality electing to participate in the Local Housing Incentives Account program under Minnesota Statutes section 473.254. Il. GRANT FUNDS 2.01 Total Grant Amount. The Council will grant to the Grantee the "Grant Amount" identified at Page 1 of this Agreement which shall be funds from the Local Housing Incentives Account of the Metropolitan Livable Communities Fund. Notwithstanding any other provision of this Agreement, the Grantee understands and agrees that any reduction or termination of Local Housing Incentives Account funds made available to the Council, or any reduction or termination of the dollar -for - dollar match amount required under Paragraph 2.02, may result in a like reduction in the Grant Amount made available to the Grantee. 2.02 Match Requirement. Pursuant to Minnesota Statutes section 473.254, subdivision 6, the Grantee shall match on a dollar -for -dollar basis the total Grant Amount received from the Council under Paragraph 2.01. The source and amount of the dollar -for -dollar match shall be identified by the Grantee in the report(s) required under Paragraph 3.03. 2.03 Authorized Use of Grant Funds. The Grant Amount made available to the Grantee under this Agreement shall be used only for the purposes and activities described in the application for Local Housing Incentives Account funds. A project summary that identifies eligible uses of the grant funds as approved by the Council is attached to and incorporated into this Agreement as Attachment A. Grant funds must be used for purposes consistent with Minnesota Statutes section 473.25(a), in a Participating Municipality. Grant funds must be used for costs directly associated with the specific proposed activities and shall not be used for "soft costs" such as: administrative overhead; activities prior to the start of the grant project; travel expenses; legal fees; permits, licenses or authorization fees; costs associated with preparing other grant proposals; operating expenses; planning costs, including comprehensive planning costs; and prorated lease and salary costs. If consistent with the application and the project summary, the Grantee may use the grant funds to make deferred loans (loans made without interest or periodic payments), revolving loans (loans made with interest and periodic payments) or otherwise make the grant funds available on a "revolving" basis for the purposes of implementing the project activities described in Attachment A. The Council shall bear no responsibility for cost overruns which may be incurred by the Grantee or others in the implementation or performance of the project activities. Page 2 of 8 Pages LOCAL HOUSING INCENTIVES ACCOUNT 2.04 Loss of Grant Funds. The Grantee agrees to remit to the Council in a prompt manner: any unspent grant funds, including any grant funds that are not expended prior to the End Date identified at Page 1 of this Agreement; any grant funds that are not used for the authorized purposes; any grant funds that are not matched on a dollar -for -dollar basis as required by Paragraph 2.02; any interest earnings described in Paragraph 2.06 that are not used for the purposes of implementing the project activities described in Attachment A; and any "revolved" funds described in Paragraph 2.06 that are not used by the Grantee to implement affordable and life -cycle housing initiatives pursuant to Paragraph 2.06. For the purposes of this Agreement, grant funds are "expended" prior to the End Date if the Grantee pays or is obligated to pay for expenses of eligible project activities that occurred prior to the End Date and the eligible expenses were incurred prior to the End Date. Unspent or unused grant funds and other funds remitted to the Council shall revert to the Council's Local Housing Incentives Account for distribution through application processes in future Funding Cycles. 2.05 Payment Request Forms and Disbursements. The Council will disburse grant funds in response to written disbursement requests submitted by the Grantee and reviewed and approved by the Council's authorized agent. Written disbursement requests shall be made using payment request forms, the form and content of which will be determined by the Council. Payment request and other reporting forms are available online at: hftp://www.metrocouncil.org/servicesAiveomm/LCAresources.htm. Disbursements prior to the performance of a project activity will be subject to terms and conditions mutually agreed to by the Council's authorized agent and the Grantee. Subject to verification of each payment request form and approval for consistency with this Agreement, the Council will disburse a requested amount to the Grantee within two (2) weeks after receipt of a properly completed payment request form. 2.06 Interest Earnings and Revolved Funds. If the Grantee earns any interest or other income from the grant funds received from the Council under this Agreement, the Grantee will use the interest earnings or income only for the purposes of implementing the project activities described in Attachment A. If the Grantee uses the grant funds on a "revolving" basis or otherwise receives revolved funds from the project activities described in Attachment A, the Grantee must: (a) use the revolved funds to implement similar eligible projects that will help the Grantee meet its affordable and life -cycle housing goals and implement the purposes of Minnesota Statutes sections 473.25 and 473.254; or (b) return the revolved funds to the Council. The Grantee shall report to the Council any revolved funds received by the Grantee and the Grantee's uses of those revolved funds. 2.07 Effect of Grant. Issuance of this grant neither implies any Council responsibility for contamination, if any, at the project site nor imposes any obligation on the Council to participate in any pollution cleanup of the project site if such cleanup is undertaken or required. 2.08 Resale Limitations. The Grantee must impose resale limitations regarding the disposition of any equity realized by the purchasers of "affordable" units if grant funds received from the Council under this Agreement are used for homeownerhip gap financing in the project described in Attachment A. The intent of this resale limitation is to protect the public investment in the project and ensure that a proportion of the affordability gap provided by the public investment in the form of grant funds received from the Council is recaptured for reuse in conjunction with other affordable housing efforts and does not become a windfall for any purchaser who might sell the home prior to expiration of a predetermined resale limitation period. If a purchaser sells the "affordable" home prior to expiration of the resale limitation time period, an equitable proportion of the affordability Page 3 of 8 Pages Yr v LOCAL HOUSING INCENTIVES ACCOUNT gap filled by grant funds received from the Council under this Agreement must be recaptured by the Grantee within twenty-four (24) months of the triggering resale event and applied to a similar affordable housing project within the Participating Municipality, or returned to the Council. Unless otherwise agreed to by the Council and the Grantee, the length of the resale limitation time period and the proportion of the affordability gap to be recovered will be consistent with resale limitation time periods and repayment schedules stated in the project application. These resale limitations do not apply when the grant funds are used for homeownership value gap financing. III. ACCOUNTING, AUDIT AND REPORT REQUIREMENTS 3.01 Accounting and Records. The Grantee agrees to establish and maintain accurate and complete accounts and records relating to the receipt and expenditure of all grant funds received from the Council. Notwithstanding the expiration and termination provisions of Paragraphs 4.01 and 4.02, such accounts and records shall be kept and maintained by the Grantee for a period of six (6) years following the completion of the project activities described in Attachment A or six (6) years following the expenditure of the grant funds, whichever occurs earlier. For all expenditures of grant funds received pursuant to this Agreement, the Grantee will keep proper financial records and other appropriate documentation sufficient to evidence the nature and expenditure of the dollar -for - dollar match funds required under Paragraph 2.02. Accounting methods shall be in accordance with generally accepted accounting principles. 3.02 Audits. The above accounts and records of the Grantee shall be audited in the same manner as all other accounts and records of the Grantee are audited and may be audited or inspected on the Grantee's premises or otherwise by individuals or organizations designated and authorized by the Council at any time, following reasonable notification to the Grantee, for a period of six (6) years following the completion of the project activities or six (6) years following the expenditure of the grant funds, whichever occurs earlier. Pursuant to Minnesota Statutes section 16C.05, subdivision 5, the books, records, documents and accounting procedures and practices of the Grantee that are relevant to this Agreement are subject to examination by the Council and either the Legislative Auditor or the State Auditor, as appropriate, for a minimum of six (6) years. 3.03 Report Requirements. The Grantee will report to the Council on the status of the project activities described in Attachment A, the expenditures of the grant funds, and the source and expenditure of the dollar -for -dollar match funds required under paragraph 2.02. Submission of properly completed payment request forms required under Paragraph 2.05 will constitute periodic status reports. The Grantee also must complete and submit to the Council within sixty (60) days after the termination or expiration of this Agreement a final monitoring and evaluation report, the form and content of which report will be determined by the Council. This reporting requirement and the reporting requirement of Paragraph 2.06 shall survive the termination or expiration of this Agreement. 3.04 Environmental Site Assessment. The Grantee represents that a Phase I Environmental Site Assessment or other environmental review has been or will be carried out, if such environmental assessment or review is appropriate for the scope and nature of the project activities funded by this grant, and that any environmental issues have been or will be adequately addressed. Page 4 of 8 Pages LOCAL HOUSING INCENTIVES ACCOUNT IV. AGREEMENT TERM 4.01 Term. This Agreement is effective upon execution of the Agreement by the Council. Unless terminated pursuant to Paragraph 4.02, this Agreement terminates on the End Date identified at Page 1 of this Agreement and ALL GRANT FUNDS NOT EXPENDED BY THE GRANTEE PRIOR TO THE END DATE SHALL REVERT TO THE COUNCIL. 4.02 Termination. This Agreement may be terminated by the Council for cause at any time upon fourteen (14) calendar days' written notice to the Grantee. Cause shall mean a material breach of this Agreement and any amendments of this Agreement. If this Agreement is terminated prior to the End Date, the Grantee shall receive payment on a pro rata basis for eligible project activities described in Attachment A that have been completed prior to the termination. Termination of this Agreement does not alter the Council's authority to recover grant funds on the basis of a later audit or other review, and does not alter the Grantee's obligation to return any grant funds due to the Council as a result of later audits or corrections. If the Council determines the Grantee has failed to comply with the terms and conditions of this Agreement and the applicable provisions of the Metropolitan Livable Communities Act, the Council may take any action to protect the Council's interests and may refuse to disburse additional grant funds and may require the Grantee to return all or part of the grant funds already disbursed. 4.03 Amendments and Extensions. The Council and the Grantee may amend this Agreement by mutual agreement. Amendments or extensions of this Agreement shall be effective only on the execution of written amendments signed by authorized representatives of the Council and the Grantee. The End Date may be extended beyond the original End Date identified at Page 1 of this Agreement if, AT LEAST THIRTY (30) CALENDAR DAYS PRIOR TO THE END DATE, the Grantee's authorized representative submits a written extension request that: (a) states the reason for the extension request; (b) identifies a new completion date, which shall not exceed one year beyond the original End Date; and (c) describes in reasonable detail any proposed changes to the project activities and budget. THE END DATE MAY BE EXTENDED ONLY ONCE. THE PERIOD OF THE ONE-TIME EXTENSION SHALL NOT EXCEED ONE (1) YEAR BEYOND THE ORIGINAL END DATE IDENTIFIED AT PAGE 1 OF THIS AGREEMENT. Any additional extension requests from the Grantee must be approved by the governing body of the Metropolitan Council. V. GENERAL PROVISIONS 5.01 Equal Opportunity. The Grantee agrees it will not discriminate against any employee or applicant for employment because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, membership or activity in a local civil rights commission, disability, sexual orientation or age and will take affirmative action to insure applicants and employees are treated equally with respect to all aspects of employment, rates of pay and other forms of compensation, and selection for training. 5.02 Conflict of Interest. The members, officers and employees of the Grantee shall comply with all applicable state statutory and regulatory conflict of interest laws and provisions. 5.03 Liability. Subject to the limitations provided in Minnesota Statutes chapter 466, to the fullest extent permitted by law, the Grantee shall defend, indemnify and hold harmless the Council and its Page 5 of 8 Pages V LOCAL HOUSING INCENTIVES ACCOUNT members, employees and agents from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from the conduct or implementation of the project activities funded by this grant, except to the extent the claims, damages, losses and expenses arise from the Council's own negligence. Claims included in this indemnification include, without limitation, any claims asserted pursuant to the Minnesota Environmental Response and Liability Act (MERLA), Minnesota Statutes chapter 11513, the federal Comprehensive Environmental Response, Compensation, and Liability Act of 1980 (CERCLA) as amended, United States Code, title 42, sections 9601 et seq., and the federal Resource Conservation and Recovery Act of 1976 (RCRA) as amended, United States Code, title 42, sections 6901 et seq. This obligation shall not be construed to negate, abridge or otherwise reduce any other right or obligation of indemnity which otherwise would exist between the Council and the Grantee. The provisions of this paragraph shall survive the termination of this Agreement. This indemnification shall not be construed as a waiver on the part of either the Grantee or the Council of any immunities or limits on liability provided by Minnesota Statutes chapter 466, or other applicable state or federal law. 5.04 Acknowledgments. The Grantee shall acknowledge the financial assistance provided by the Council in promotional materials, press releases, reports and publications relating to the project activities described in Attachment A which are funded in whole or in part with the grant funds. The acknowledgment should contain the following language: Financing for this project was provided by the Metropolitan Council Metropolitan Livable Communities Fund. Until the project activities funded by this Agreement are completed, the Grantee shall ensure the above acknowledgment language, or alternative language approved by the Council's authorized agent, is included on all signs located at project or construction sites that identify project funding partners or entities providing financial support for the project. 5.05 Permits, Bonds and Approvals. The Council assumes no responsibility for obtaining any applicable local, state or federal licenses, permits, bonds, authorizations or approvals necessary to perform or complete the project activities described in Attachment A. 5.06 Subgrantees, Contractors and Subcontractors. The Grantee shall include in any subgrant, contract or subcontract for project activities appropriate provisions to ensure subgrantee, contractor and subcontractor compliance with all applicable state and federal laws and this Agreement. Along with such provisions, the Grantee shall require that contractors and subcontractors performing work covered by this grant comply with all applicable state and federal Occupational Safety and Health Act regulations. 5.07 Stormwater Discharge and Water Management Plan Requirements. If any grant funds are used for urban site redevelopment, the Grantee shall at such redevelopment site meet or require to be met all applicable requirements of: (a) federal and state laws relating to stormwater discharges including, without limitation, any applicable requirements of Code of Federal Regulations, title 40, parts 122 and 123; and (b) the Council's 2030 Water Resources Management Policy Plan and the local water management plan for the jurisdiction within which the redevelopment site is located. Page 6 of 8 Pages LOCAL HOUSING INCENTIVES ACCOUNT 5.08 Authorized Agent. Payment request forms, written reports and correspondence submitted to the Council pursuant to this Agreement shall be directed to: Metropolitan Council Attn: LCA Grants Administration Mears Park Centre 230 East Fifth Street Saint Paul, Minnesota 55101-1634 or such other address as may be designated by the Council. 5.09 Warranty of Legal Capacity. The individuals signing this Agreement on behalf of the Grantee and on behalf of the Council represent and warrant on the Grantee's and the Council's behalf respectively that the individuals are duly authorized to execute this Agreement on the Grantee's and the Council's behalf respectively and that this Agreement constitutes the Grantee's and the Council's valid, binding and enforceable agreements. IN WITNESS WHEREOF, the Grantee and the Council have caused this Agreement to be executed by their duly authorized representatives. This Agreement is effective on the date of final execution by the Council. GRANT By i Title I L�►"►�� r Date By Title L fY Date z -/ y- d SGDO5111 LMIA METROPOLITAN COUNCIL Q9 Director, Housing and Livable Communities Date o2= Page 7 of 8 Pages lc LOCAL HOUSING INCENTIVES ACCOUNT ATTACHMENT A APPLICATION FOR LOCAL HOUSING INCENTIVES ACCOUNT FUNDS This attachment comprises this page and the succeeding page(s) which contain(s) a summary of the project identified in the application for Local Housing Incentives Account grant funds submitted in response to a Request for Proposals issued by the Metropolitan Housing Implementation Group for the Funding Cycle identified at Page I of this Agreement. The summary reflects the proposed project for which the Grantee was awarded grant funds by the Council Action, and may reflect changes in project funding sources, changes in funding amounts, or minor changes in the proposed project that occurred subsequent to application submission. The application is incorporated into this Agreement by reference and is made a part of this Agreement as follows. If the application or any provision in the application conflicts with or is inconsistent with the Council Action, other provisions of this Agreement, or the project summary contained in this Attachment A, the terms, descriptions and dollar amounts reflected in the Council Action or contained in this Agreement and the project summary shall prevail. For the purposes of resolving conflicts or inconsistencies, the order of precedence is: (1) the Council Action; (2) this Agreement; (3) the project summary; and (4) the grant application. Page 8 of 8 Pages City of Chanhassen — Gateway Place LHIA Award Recommendation - $300,000 The proposal involves the new construction of a three-story elevator building with underground parking in Chanhassen. The development will provide 48 housing tax credit units of general occupancy housing. The site location currently has a nual feel to it, but is within a few miles of Chanhassen's main commercial node on Highway 5 with access to services, retail, city offices, recreation and entertainment. The development will be located at the same interchange as the new SouthWest Transit Station. The project consists of 6 one -bedroom, 27 two -bedroom and 15 three -bedroom units. All of the units will be affordable to households at 50 percent of the area median income ($38,500 for a family of four). Rents (including utilities) will range from $721 to $1,001. It is recommended the Council contribute a total of $300,000 in LHIA funds. The project will also be recommended to receive Section 8 vouchers for project based rental assistance through the Metro HRA later this year. atewav Place Total Other MHIG Funding Development Recommended Sources this Cycle Number of Anticipated Rents Cost LHIA Award Units $7,989,100 $300,000 $2,519,060 — MHFA 48 $721-1 bedroom units $866 — 2 bedroom units $1001 — 3 bedroom units CITY OF MEMORANDUM CIIMMSENTO: Sharmeen AI-Jaff, Senior Planner 00POMarket Box 147evard FROM: Mak Seidan, Engineer Chanhassen, AN 55317 DATE: January 25, 2006 Administration Phone: 952.227,1100 Fax: 952.227 1110 SUBJ: Site Plan Review of Gateway North/Place - LUR No. 05-13 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 Upon review of the plans dated December 19, 2005, prepared by Westwood Professional Services, Inc., I offer the following comments and recommendations: Engineering Phone: 952.227.1160 Fax:952227.1170 GRADING/DRAINAGE/EROSION CONTROL Finance The existing site is about 7.73 acres in size and almost 100% of the area will be Phone: 952.227.1140 Fax:952.227.1110 graded by MnDOT for the extension of the proposed Lake Susan Drive and by the applicant. The proposal includes three lots and an outlot. The current plans show Park & Recreation an apartment building with underground parking. The applicant is proposing to Phone: 952.227.1120 Fax: 952.227.1110 grade the site to prepare the building pad, parking lot, and stormwater ponding Recreafion center areas. The parking lot and building drainage will be collected by a system of 2310 Coulter Boulevard catch basins within the parking lot and conveyed by storm sewers to the proposed Phone:952,227.1400 pond in the southwest corner of the site. The plans show a catch basin at the low Fax 952.227.1404 point in the northwest corner of the building connecting to a proposed storm Planning 3 sewer within Lake Susan Drive. The developer must coordinate this design with Natural Resources MnDOT to ensure that the storm sewer in Lake Susan Drive is adequately sized Phone:952.227.1130 for the additional runoff. The proposed pond outlet control structure discharges to Faz: 952.227.1110 the proposed Highway 212 storm sewer. Staff recommends that the storm sewer Public Works connect to the existing pipe, or the distance between the proposed outlet and the 1591 Park Road existing pipe be increased. The applicant must obtain MNDOT approval for this Phone: 952.227.1300 Fax:952.227.1310 proposal. Senior Center A public drainage and utility easement is required over the proposed pond. This Phone: 9522.27.1110 easement shall cover the and u to the 100- ear high water elevation. The Fax:ss2.227.1no P P Y g applicant has submitted pond sizing calculations for a 10- and 100-year, 24-hour Web site storm event; minor revisions are necessary. The pond must be built to National wwwoi.chanhasseo.mn.us Urban Runoff Program (NURP) standards in accordance with the City's Surface Water Management Plan (SWMP) and must satisfy the requirements of MPCA's phase 2 design standards. Storm sewer sizing calculations with a full-size map for a 10-year, 24-hour storm event are required. Proposed erosion control consists of silt fence along the east and south grading limits of the site. Staff is recommending that Type II, heavy-duty silt fence, be used adjacent to all ponds and wetlands and extending Type I silt fence to the north along the west side. A rock construction entrance is proposed at the access The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gieal place to live, work, and play. Sharmeen AI-Jaff January 25, 2006 Page 2 off proposed Lake Susan Drive, but it must be minimum 75 feet long. All disturbed areas as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. The applicant should be aware that any off -site grading will require an easement from the appropriate property owner. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. The applicant must be aware that any retaining wall exceeding four feet in height must be designed by a registered structural engineer, with approved safety fence. A building permit from the City's Building Inspections Dept. must be obtained. The applicant is required to obtain all necessary permits from the appropriate regulatory agencies including but not limited to MnDOT, Watershed District, MPCA, NPDES, etc. UTILITIES The site has access to public sanitary sewer and watermain from the proposed Lake Susan Drive and existing Highway 101. The developer proposes to wet tap the watermain within Highway 101, extend it to the east along the south side of the proposed Lake Susan Drive to serve the proposed building and the lots in the future phase. The watermain within the public street right-of-way will be a public utility. A private sanitary sewer service to the proposed building will be extended from the existing sanitary manhole within the proposed Lake Susan Drive extension at the northeast corner of Lot 1, Block 2. The installation of the private utilities for the site will require permits and inspections through the City's Building Department. An additional gate valve is needed for the north future phase (Lot 1, Block 1) private watermain. The underlying property has been assessed for sewer, water, and street improvements and there is no remaining assessment due payable to the City. The applicant has already paid off all SAC and sanitary and water hook-up fees. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Upon completion of the public utility improvements, the utilities will be turned over to the City for maintenance and ownership. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, Watershed District, Carver County, MnDOT, etc. Sharmeen Al-Jaff January 25, 2006 Page 3 STREETS The plans propose three full accesses off the proposed Lake Susan Drive, two to serve Lots 1 and 2, Block 2 and one to serve Lot 1, Block 1. No public streets are proposed in conjunction with this project. MnDOT proposes to extend Lake Susan Drive from existing Highway 101 to the proposed Highway 101 realignment. The timing of the Lake Susan Drive extension is unknown; therefore, the applicant must coordinate the proposed construction access with MnDOT. A temporary access of existing Highway 101 may be required. The proposed northwest full access of Lot 2, Block 2 must be realigned so that it is perpendicular with the existing Highway 101 and Lake Susan Drive intersection. The applicant must be aware that the MnDOT right-of-way turnback issue will not be resolved before this is platted. Also, the applicant must show sidewalk connection between the south and north sides of the proposed Lake Susan Drive. RECOMMENDED CONDITIONS OF APPROVAL 1. Submit storm sewer design calculations with full-size drainage map for a 10- year, 24-hour storm event. 2. Work with staff to revise the pond design calculations for the 10- and 100- year storm event. Realign Lot 1, Block 2 full access perpendicular at Highway 101 and Lake Susan Drive intersection. 4. The applicant is required to coordinate with MnDOT on the full access at Lake Susan Drive and the storm pond outlet control sewer construction. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. 6. On the grading plan a. Show an emergency over flow. b. Show stormwater pond easement. c. Show silt fence Type II around the proposed pond. d. Extend Type I silt fence to the north along the west side. e. Show minimum 75-feet construction rock entrance. f. Add a bench mark. 7. On the utility plan: a. Show the watermain within the street Right -of -Way as a public utility. b. Revise the existing sanitary sewer flow direction. Sharmeen AI-Jaff January 25, 2006 Page 4 c. Add a note that any connection to any existing structure must be core drilled. d. Show all utility sewer pipe type, class, and size. e. Show all utility manholes rim and invert elevations. f. Add a gate valve to Lot 1, Block 1. 8. Plan and profile views are required for the entire public utility. 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 10. On the plans, show the pedestrian ramps and a sidewalk connection between the south and north sides of proposed Lake Susan Drive. 11. Temporary easements are required for any off -site grading. 12. The applicant must provide a proposed haul route for review and approval. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 15. Add City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, and 5301. 16. On the site plan, show the dimensions of the parking stalls and driveway widths. c: Paul Oehme, City Engineer/Dir. of Public Works Alyson Fauske, Assistant City Engineer g:\eng\projects\gatew ynorth\spr.doc March 6, 2006 Mr. Jamie Thelen CITY OF Chanhassen Gateway Place, L LC CHANHASSEN Albany,xMN 56307 7700 Market Boulevard PO Box 147 Re: Gateway North -Planning Case 06-05 Chanhassen, MN 55317 Administration Dear Mr. Thelen: Phone: 952.227.1100 Fax:952.227.1110 This letter is to formally notify you that on February 27, 2006, the City Council Building Inspections adopted the following motions: Phone: 952.227.1180 Fax:952.227.1190 PRELEVE NARY PLAT Engineering Phone: 952.227.1160 "The Chanhassen City Council approves the preliminary plat for Planning Case 06-05 Fax: 952.227.1170 for Gateway North as shown on the plans received January 6, 2006, subject to the Finance following conditions: Phone:952.227.1140 Fax: 952227.1110 1. Submit storm sewer design calculations with full-size drainage map for a 10- Park s Recreation year, 24-hour storm event. Phone: 952227,1120 Fax:952.227.1110 2. Work with staff to revise the pond design calculations for the 10- and 100- Recreation Center year storm event. 2310 Coulter Boulevard PhoFax 9 2.227.1404 Faz:952.227.1404 3. RealignLot 1 perpendicular Highway ,Block 2 full access ndicular at Hi wa 101 and Lake Susan Drive intersection. Planning & Natural Resources Phone: 952.227.1130 4. The applicant is required to coordinate with MnDOT on the full access at Fax:952.227.1110 Lake Susan Drive and the storm pond outlet control sewer construction. Public works 5. The applicant is responsible for obtaining and complying with all regularity 1591 Park Road Phone: 952.227.1300 agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Fax:952,227.1310 Department, etc. Senior Center Phone:952.227.1125 6. On the grading plan: Fax: 952.227.1110 a. Show an emergency over flow. Web site www.ci.chanhassen.mn.us b. Show stormwater pond easement. c. Show silt fence Type U around the proposed pond. d. Extend Type I silt fence to the north along the west side. e. Show minimum 75-feet construction rock entrance. L Add a bench mark. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautilul parks. A great place to live, work, and play. Mr. Jamie Thelen Chanhassen Gateway Place, LLC March 3, 2006 Page 2 On the utility plan: a. Show the watermain within the street Right -of -Way as a public utility. b. Revise the existing sanitary sewer flow direction. c. Add a note that any connection to any existing structure must be core drilled. d. Show all utility sewer pipe type, class, and size. e. Show all utility manholes rim and invert elevations. f. Add a gate valve to Lot 1, Block 1. 8. Plan and profile views are required for the entire public utility. 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 10. On the plans, show the pedestrian ramps and a sidewalk connection between the south and north sides of proposed Lake Susan Drive and add a sidewalk along the north portion of Lot 1, Block 2. 11. Temporary easements are required for any off -site grading. 12. The applicant must provide a proposed haul route for review and approval. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 15. Add City Detail Plates Nos. 1002, 1004, 1005,1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, and 5301. 16. On the site plan, show the dimensions of the parking stalls and driveway widths. SITE PLAN "The Chanhassen City Council approves the site plan with a variance for the reduction of nine enclosed parking spaces for Planning Case 0"5 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions: 1. The applicant shall replace the Colorado blue spruce specified on the landscape plan with an alternate evergreen species. 2. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than Mr. Jamie Thelen Chanhassen Gateway Place, LLC March 3, 2006 Page 3 five feet in height. These signs shall be set back a minimum of 10 feet from the property line. 3. Additional information must be submitted pertaining to the height and materials used for the privacy fence located east of the tot -lot and picnic area. 4. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. 5. Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. The storm water pond should be platted in an outlot. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvoe of SlgW Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. 8. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. 11. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips shall be placed around the building in amounts sufficient to control rutting. Mr. Jamie Thelen Chanhassen Gateway Place, LLC March 3, 2006 Page 4 12. The plans shall be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. 13. Silt fence (Chanhassen Type 1) shall be installed around the north and east side of the pond within 24 hours of permanent outlet installation. 14. The plans shall be revised to show inlet protection for sediment during construction for the trench drain at the garage and shall include a detail. 15. Submit a detailed lighting and signage plan consistent with the Chanhassen Gateway PUD Development Design Standards. 16. Building Official conditions: a. The building must be protected with automatic fire sprinkler systems. b. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. An accessible route must be provided to the building, parking facilities and public transportation stops. d. All parking areas, including parking garage, must be provided with accessible parking spaces. e. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. f. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 17. Fire Marshal Conditions: a. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. b. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. c. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. CA 1-1990 regarding fire alarm systems. c.2 4-1991 regarding notes to be included on all site plans. c.3 7-1991 regarding pre -fire drawings. c.4 29-1992 regarding premise identification. c.5 34-1993 regarding water service installation. c.6 36-1994 regarding proper water line sizing. c.7 40-1995 regarding fire protection systems. c.8 06-1991 regarding fire lane signage. c.9. 52-2005 regarding commercial plan review submittal criteria. Mr. Jamie Thelen Chanhassen Gateway Place, LLC March 3, 2006 Page 5 d. Show on utility plan location of post indicator valve (PPS. e. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 g. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 18. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 19. The applicant shall enter into a site plan agreement. 20. The building shall comply with the Planned Unit Development building setback requirements 21. The applicant shall revise the plans to show a clock on the vertical element of the building." The Site Plan Agreement must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. If you have any questions, please feel free to contact me. Sincerely, J Sharmeen Al-Jaff Senior Planner g:Nplan\2006 planing cases\06-05 gateway north subdivision -gateway place site planUetter of approval.doc RECEIVED Metropolitan Council FEB 0 9 2006 Mears Park Centre 230 East Fifth Street CITY OF CHANHASSEN St. Paul, MN 55101-1626 February 6, 2006 City of Chanhassen 690 City Center Drive Sharmin Al-Jaff Chanhassen, MN 55317-0147 Re: SG2005-111 Enclosed are two copies of the above referenced grant agreement. Please have both copies signed and return them to me for execution. After execution I will send you an original for your files. Sincerely, Pam Marks Accountant Feb. 7. 2006 9:32AM THE SHELARD GROUP The Shclwd c Oup, Inc. 6385 Old Shady Oak Road, Suite 230 Eden Frame," 55344 (952)-941.7493 Phone (952)215-370 Fax facsimile transmittal To: Sharmin AI-7aff Fall: 952-227-1110 From: Lynne Wyffels Date: 2/7/2006 Re: Development Review application Pages: CC: No.1029 P. 1 EJ Urgent, ;For Revlew ❑ Please Comment ❑ Please Reply ❑ Please Recycle P 7. 2006 9:32AM THE SHELARD GROUP No. i 029 P. 2 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Cbanhassen Gateway Place, LLC PO Box 10 Albany, Minnesota 56307 Contact: Jamie Thelen Phone:IE 202-9100 Fax; (320) 202-3139 Email: JJTheten@Sandcompanies.com Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Nonconforming Use Permit Planned Unit Development" Rezoning Sign Permits Sign Plan Review ✓ Site Plan Review• ✓ Subdivision' Planning Case No. Owner Name and Address: Gateway Development, LLC 6385 Old Shady Oak Road Suite 230 Eden Prairie, MN 55344 Contact: Lynne Wyffels Phone: (952) 941-7493 Fax:_(952) 215-3701 _ Email: wyffelsl@shelardgroup.com Temporary Sales Permit Vacation of Right-of-Way/Easements Variance Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment Notification Sign" - $76 + $100 Damage Deposit Escrow for Filing Fees/Attomey Cost- - $50 CUP/SPRA/AC/VARANAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ 1,240.00 An additional fee of $3.00 per address within the public healing notification area will be invoiced to the applicant prior to the public hearing. ` Twenty-six (26) fuli-size folded copies of the plans must be submitted. including an 8W X 11' reduced copy for each plan shoot along with a dh ltal cony in TIFF -Group 4 ('.tif) format. Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is retumed following City Council approval. Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. Feb. 7. 2006 9:32AM THE SHELARD GROUP No. 1029 P. 3 PROJECT NAME: Gateway North (Plat Name) Gateway Place (Project Name) LOCATION: NW Quadrant of new Highways 101 & 212 LEGAL DESCRIPTION: See preliminary plat TOTAL ACREAGE: WETLANDS PRESENT: YES ✓ NO PRESENT ZONING: Planned Unit Developmeut-Mixed Use PUD REQUESTED ZONING: Planned Unit Development -Mixed Use PUD PRESENT LAND USE DESIGNATION: Vacant REQUESTED LAND USE DESIGNATION: Multifamil REASON FOR REQUEST: Plat & Subdivide Property This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant * Fee Owner � Signature January 6, 2006 Date January 6, 2006 Date G:Wan\forms\Developmertt Review Appllcaiion.DOC Rev. 4105 02/02/2006 THU 15:37 FAX 651 582 1010 ST NN TRANSPORTATION C0 001/003 FA_ CHILE TRANSMITTAL Minnesota Depart went of Transportation METROPOLITAN DPJ sm Waters Edge Building 1500 County Road B-2 West Roseville. Minnesota 55113 Main Switdiboard: 651-582-1000 State Aid Fax: 651-582-1368 ' DATE ob FAGS NO. TO ems. k• iv CIa huh Sow PRONE NO. FROM - M A. K V � <IY�F� �� q t T'Z 2 PAGE(S) TO FOLLOW 37 FAX 651 582 1010 ST KN TRANSPORTATION Q 002/003 it"O" Minnesota Department of Transportation F Metropolitan District v a+s Waters Edge 1500 West County Road B-2 Roseville MN 55113-3174 February 2, 2006 Ms. Kate Aanenson Community Development Director City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 Subject: Gateway North -Gateway Place /�,,r,,�� Minnesota Department of Transportation (Mn/DOT) Review # P 06-003 Northwest comer of re -aligned TH 101 and future Trunk Highway (TH) 212 Chanhassen/Carver County Mn/DOT Control Section # 1009 Dear Ms. Aanenson: The Minnesota Departrnent of Transportation (Mn/DOT) has reviewed the above -referenced plat in compliance with Minnesota Statute 505.03 Subdivision 2., Plats. Please respond to these comments prior to any further development: Area Roadway design: For your information, we have enclosed the Released For Construction (RFC) Plan for Lake Susan Drive in the vicinity of the Gateway North/Gateway Place Apartments. It includes the access locations that will be built as a part of the TH 212 Design -Build Project. For questions on these points, please call Mary Lacho, Mn/DOT Metro District Highway 212 Design Engineer, at (952) 368-5610, Water Resources: A drainage permit will be required. This development borders existing TH 101, proposed TH 101 and proposed TH 212. In the near future, existing TH 101 will be turned over to the City of Chanhassen, and proposed TH 101 will be turned over to the County. The proposed development does have a pond located at the Northeast comer of existing TH 101, and proposed TH 212. This development must use prescribed outflows in accordance with the TH 212 design documents. The proposed development will need to maintain existing drainage rates (i.e., the rate at which storm water is discharged from the site must not increase). The City or project developer will need to submit before/after hydraulic computations for both 10 and 100 year rainfall events verifying that all existing drainage patterns and systems affecting Mn/DOT right of way will be perpetuated. Drainage maps with flow arrows must be included in the material submitted to Mn/DOT Metro District. For questions on TH 212 design -related issues, please call Mary Lacho, Highway 212 Design Engineer, at (952) 368-5610. An anal nnnnrt, miff, amnIn,,&r 02/02/2006 THU 15:37 FAX 651 582 1010 ST HN TRANSPORTATION Z 003/003 Mn/DOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such areas. The project proposer should assess the noise situation and take the action deemed necessary to minimize the impact of any highway noise. If you have any questions regarding Mn/DOT's noise policy please contact Peter Wasko in our Design section at (651) 582-1293. As a reminder, please address all initial future correspondence for development activity such as plats and site plans to: Development Review Coordinator Mn/DOT - Metro Division Waters Edge 1500 West County Road 13-2 Roseville, Minnesota 55113 Mn/DOT document submittal guidelines require three (3) complete copies of plats and two (2) copies of other review documents including site plans. Failure to provide three (3) copies of a Plat and/or two (2) copies of other review documents will make a submittal incomplete and delay Mn/DOT's 30day review and response process to development proposals. We appreciate your anticipated cooperation in providing the necessary number of copies, as this will prevent us from having to delay and/or return incomplete submittals. If you have any questions, please feel free to contact me at 651-582-1462. Sincerely, �A ,,, h" V�61 Mary McNeff Transportation Planner Enclosure: - Mn/DOT right-of-way map showing Mn/DOT right-of-way and Mn/DOT access control - Mn/DOT Released For Construction map for Lake Susan Drive near Gateway North/Gateway Place Apartments cc: John Freemyer, Carver County Surveyor, Cologne, MN Roger Gustafson, Carver County Engineer, Cologne, MN Jamie Thelen, Chanhassen Gateway Place LLC, Albany, MN Warren L. Dellis, Westwood Professional Services, Eden Prairie, MN Date: December 29, 2005 MEMO To: Lynn Wyffels, Shelard Group Gary Harris, John Oliver & Associates From: Chad Donnelly, Project Manager Re: Additional Review Comments, Gateway North Further review was conducted on the development plans for the Gateway North project with respect to the layout of the site, and the improvements to Trunk Highway 212 and Existing Highway 101. The issue concerns the location of the drive lane necessary to access the proposed town homes on the west side of the Gateway North site. The construction plans show the access off of Lake Susan Drive approximately 40 feet east of the intersection of Lake Susan Drive and Hwy 101. In addition, it was not clear at the time of the initial review if the existing road to the south, Hwy 101, was to remain or be removed with the TH 212 project. Based on my conversation with Paul Ohme, the city engineer, it was made clear that the proposed town home site access would not be approved as it is shown. Paul did confirm that Hwy 101, south of Lake Susan Drive, is to be removed, but might be used as the drive lane necessary to access the town home site. Subsequent to the road being vacated, the City would allow the drive lane to function as a private road for the town home development. Road maintenance would be the responsibility of the benefiting properties. Easement would remain in place for the exiting utilities. The attached sketch is an illustration of use of the road as the site access. With this proposal in mind, the following must be noted. City Code Article VIII, Sec 20- 505, (f) requires a 20-foot setback from exterior property lines for drive lanes and parking lots for this zoning district. Although this issue must be resolved with the City, early indications of allowing the site developer to utilize the existing road appear promising and may allow for PUD flexibility. Benefit is also gained by utilizing the existing road (Hwy 101) as driveway access for the proposed town home sites. The cost of the improvements to construct a main access is saved, and the town home properties gain the benefit of having a private, not public, street. With the future vacation of the existing right-of-way for Hwy 101, the 50-foot setback requirement for the town home units may not necessarily be applied. City Code Article VIII, Sec 20-505, (f) requires a 50-foot setback for structures proposed within this zoning district from collector or arterial streets. Vacation of Hwy 101 relieves this street from the "Arterial' street classification. It may be worth a discussion with City staff in this regard if flexibility of this setback is available, and determined beneficial to the proposed development. ARVER NSTRKr ��.4%n9 C40.. 219 East Frontage Road a 1946 Waconia, MN 55387 Phone:952-442-5101 oknhl $`O Fax: 952-442-5497 hits://www.co.carver.mn.us/SWCD/SWCD main.html Mission Statemenh To provide leadership in conservation and teach stewardship of the soil, water, and related resources through a balanced, cooperative program that protects, restores, and improves those resources. January 19, 2006 Sharmeen Al-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Gateway North Ms. Al-Jaff: The SWCD has taken the opportunity to review the 34ot subdivision Gateway North. The plan reviewed is dated with revisions on 01/05/06 and a City stamp of 01/06/06. Please review and consider the following comments and suggestions regarding erosion and sediment controls. A NPDES permit and SWPPP will be needed for this development. The developer / owner should apply for and receive the permit; the engineer should develop a SWPPP in accordance with the NPDES permit. Erosion Control - Temporary stabilization of the exposed area should include a straw / hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. - To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips should be placed around the building in amounts sufficient to control rutting. - Permanent, stabilized EOF needed for the pond. A location and detail is needed. Sediment Control - A temporary outlet or temporary stable EOF is needed for the pond to use as a temporary sediment basin. - A concrete washout area and BMP's for containment is needed on the plan. - Potential stockpile locations should be labeled on the plan. - Silt fence (Chanhassen Type 1) is needed around the north and east side of the pond within 24 hours of permanent outlet installation. - The trench drain at the garage will need inlet protection for sediment during construction; details are needed. If there are any questions or if I can be of further assistance please contact the SWCD office. Sincerely, Aaron Mlynek, CPESC Urban Conservation Technician c. Lori Haak, City of Chanhassen (email) AN EQUAL OPPORTUNITY EMPLOYER City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 Date: January 9, 2006 To: Development Plan Referral Agencies From: Planning Department Subject: GATEWAY NORTH/GATEWAY By: Sharmeen Al-Jaff, Senior Planner into three lots and one outlot and a Site Plan request for the construction of a multifamily building on property zoned PUD-Mixed Use and located at the northwest intersection of Highways 101 and future 212. Applicant: Chanhassen Gateway Place, LLC Planning Case: 06-05 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on January 6, 2006. The 60day review period ends March 7, 2006. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on February 7, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than January 27, 2006. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District I MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company est or SprintfUnited) 10. Electric Company (Xcel Energy or MN Vailevl 11. Mediacom 12. CenterPoint Energy Minnegasco 6. U.S. Fish & Wildlife CITIOF Date: January 9, 2006 City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: GATEWAY NORTHIGATEWAY PLACE: Subdivision request to subdivide property into three lots and one outlet and a Site Plan request for the construction of a multifamily building on property zoned PUD-Mixed Use and located at the northwest intersection of Highways 101 and future 212. Applicant: Chanhassen Gateway Place, LLC Planning Case: 06-05 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on January 6, 2006. The 60-day review period ends March 7, 2006. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on February 7, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than January 27, 2006. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company est or Sprint/United) 10. Electric Company (Xcel Energy or MN Vailevl 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED Location Map Gateway North/Gateway Place NW Corner Realigned Highway 101 & Future Highway 212 Planning Case No. 06-05 City of Chanhassen 71_2° VINYL POST CAP (TYPJ VINYL POST /— VINYL TOP RAIL VINYL LATTICE i i I I I f VIN7 BOT RAIL GF > D i N � cQ Sp N SEMI -PRIVATE FENCE DETAIL SCALE: 3/4" = P-O" 5ET P05T IN 1 2" DIA. CONC. /INYL TOP RAIL VINYL PICKET 'INYL MIDDLE RAIL V5TALL REBAR 'ILL P05T WITH ;ONC. PER AANUP. TQU I REM ENTS L rOM Fagg 7 -2" fVINYL POST CAP (TYP.) VINYL POST /- VINYL TOP RAIL VINYL LATTICE I I I I I I I I I I I � I i I I f F VINY BOT FAIL GF > D N i � (V �p N � Llk SEMI -PRIVATE FENCE DETAIL SCALE: 3/4" = 1 '-0" f-1T-ir-1 ,I II I II II I 5ET POST IN 1 2" DIA. CONC. 11NYL TOP RAIL VINYL PICKET INYL MIDDLE RAIL JSTALL REBAR 4 ILL POST WITH ;ONC. PER AANUP. ;EQU I REM ENT5 L FOM ADE J,is-r I3,e c t CO&Q'j PAO i NFW February 6, 2006 Memo on Underground Parking_ Assumed building size: To adequate park on both sides, building needs to be 64"-0" wide minimum. Allowing for a 6'-0" corridor, suggests apartment units 29'-0" deep. Therefore: - at 840 sq. ft., a one bedroom will be 29'-0' wide. -at 1040 sq. ft. a two bedroom will be 36'-0" wide -at 1340 sq. ft. a three bedroom will be 46'-0" wide A 48 unit building three stories tall could have 16 units per floor. A typical mix would include: - 6 one bedroom units -30 two bedroom units -12 three bedroom units Chanhassen current ordinance would require 69 spaces interior parking for a unit mix such as this. Assuming that stairs, elevator and lobby, and trash rooms stack, the most straightforward building will be a 64'-0" x 330'-0" rectangle. This would yield the best parking ratio. See attached drawings. Allowing bare minimums for mechanical and electrical and trash areas in basement, this rectangle will yield 62 parking spaces, or 7 short of the requirement. Our building, which has two fewer one bedroom units, requires 70 interior spaces. We can achieve 61, or nine spaces short of the requirement. We think any building in a three story configuration with units sized to meet the market will have trouble getting the parking under the building. Increasing the quantity of one bedroom units will decrease the required parking, but also makes the building footprint smaller. We developed this exercise to convince ourselves that we have maximized the parking available in the currently drawing plan. If you find it useful in considering the parking requirement for interior spaces, we offer it for your use. Sand Companies, Inc. Richard A. Hennings, AIA Senior Architect P:\SCI - Ccou R Dev. Did\cateway Place - Cb'nh - M05-30MAmhitecU W\City of Channas %te ;aPa ngo2o6o6.doc G4'-0" STAIRS STAIRS [MECI, 2 - I - BEDROOM 2 _ BEDROOM - I - 3- -2- -4- 3- 2 5 = -`}- BEDROOM BEDROOM G _ — � -5- 3 7 -G- 8 2_ N -7- BEDROOM -2- -9- BEDROOM 1 O - N -9- N II U -10- -12 a _2_ zz BEDROOM - 2 - - 13 - > - 12 - BEDROOM 14 MC - _ - 13- 3 - I4- LOBBY LOBBY ELEVATOR a ELEV. H - 15 HC TRASH _ 3 _ o TRASH N 16 BEDROOM " m 1 - 17- 2_ 2 -G2 18 TOTAL BEDROOM 19 - 3 - PARKING STALLS - 20 - -4- -3- -21 - BEDROOM - 5 - _22_ -2- G BEDROOM 7 - - 23 - -8 -24- 25- -9- N -3 co -2G- - 2 - BEDROOM 10- BEDROOM - 11 - 27 - -28- 12- -29- 13_ -30- -2- 14- BEDROOM _ 3 _ 1 5 - - 31 - BEDROOM - 32 - -16- STAIRS ELEC. STAIRS 71_2a VINYL POST CAP cTYPJ VINYL P05T VINYL TOP RAIL VINYL LATTICE VINYL TOP RAIL N i VINYL PICKET VINYL MIDDLE RAIL IQ INSTALL REBAR 4 N FILL POST WITH CONC. PER MANUF. 0 REQUIREMENTS io •'.•SCI �J (N I I 1 I I I I I I I Sand Companies, Inc. VINYL rr.....,,.,„....�.a,.,_. BOTTQM 336Sooek Temb Aeeae PO Bm 727 RAIL Watre Park, MN 56387-0 727 Ofilee: (320) 202-3IOO Aar (320) 202-3139 W.b.W. %w SandCo.,"k&.. g-MW. SOW.dCb.,.Wn. I I GRADE GATEWAY II PLACEII SEMI -PRIVATE FENCE DETAIL ;; ;; i CHANHASSEN,MN 00 SCALE: 3/4 �� II I II SET P05T IN 1 2e = I -0 D1A. CONC. 1 D-1.00 • • 06 -&5 0 CITY OF CHANHA35EN PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax. 952.227.1110 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 Engineering Phone:952.227,1160 Fax: 952,227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone:952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952,227.1400 Fax: 952.227.1404 Planning tk Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www achanhassen.mn.us April 13, 2006 Jamie Thelen Chanhassen Gateway Place, LLC P.O. Box 10 Albany, MN 56307 Re: Gateway North Final Plat Approval Planning Case No. 2006-05 Dear Mr. Thelen: This letter is to formally notify you that on April 10, 2006, the Chanhassen City Council adopted the following motion: "The City Council grants final plat approval of Planning Case #06-05 for Chanhassen Gateway North for three lots and two outlots, as shown on the plans stamped `Received March 3, 2006', subject to the following conditions: 1. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. 2. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of S12Me Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 3. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. 4. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. tcakwwlto The City of Chanhassen • A growing community with clean lakes, quality schools, a charring downtown, thriving businesses, winding trails, and beautilut parks. A great place to live, work, and play, Mr. Jamie Thelen Chanhassen Gateway North April 13, 2006 Page 2 5. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed 6. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. 7. On the grading plan, the following should be revised: a. The second note should include language to address maintenance of the rock construction entrance as needed. b. The sixth note should be revised to read "All exposed soils not actively worked must be seeded and mulched within..." c. The tenth note should include a statement about maintaining compliance with the requirements of the NPDES permit. d. Show storm water structures rim and invert elevations. e. Show minimum 75-feet construction rock entrance. f. Show the contours for proposed Highway 212 and the area south of Highway 212. g. The applicant must coordinate and obtain MnDOT approval for the proposed drainage discharge south of the proposed pond. 8. Work with staff to revise the storm sewer and pond design calculations for the 10- and 100- year storm event. 9. The applicant is required to coordinate with MnDOT regarding the full access at Lake Susan Drive and the storm pond outlet control sewer construction. 10. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. 11. On the utility plan: a. Show storm sewer pipe type, class, and size. b. Show all storm water manholes rim and invert elevations. 12. The developer shall coordinate the watermain construction within the Right -of -Way of Lake Susan Drive extension with MnDOT and Zumbro River Construction. 13. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 14. The sidewalk along the north portion of Lot 1, Block 2, must connect with the Highway 101 sidewalk and be approved by Minnesota Department of Transportation. The developer is responsible for the construction of the sidewalk from existing Highway 101 to the new Highway 101 extension. If a site plan for Lot 2, Block 2, is approved by the City Council I IrMdre a Certificate of Occupancy issued for the building on Lot 1, Block 2, the developer of Mr. Jamie Thelen Chanhassen Gateway North April 13, 2006 Page 3 Lot 2, Block 2, will be responsible for constructing the sidewalk west of the entrance to the apartment building on Lot 1, Block 2. 15. Temporary easements are required for any off -site grading. 16. The applicant must provide a proposed haul route for review and approval. 17. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 18. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 19. Use the 2006 City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3104, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, 5301, 5302A, and 5313. 20.On the sidewalk and paving plan: a. Show the length of the parking stalls. . b. The access at Lake Susan Drive must be minimum 26 feet wide. c. All driveway aisles must be minimum 26 feet wide. d. A `Do Not Enter, One Way" sign must be installed within the northern parking lot island and the 12 foot driveway be striped for one-way traffic for north -bound vehicles. 21. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 22.On the plat and plans, show a 20 foot drainage and utility easement centered on the property line between Lots 1 and 2, Block 2. 23. A cross access easement over the shared driveway must be obtained and recorded against Lots 1 and 2, Block 2." Construction Plans and Specifications and Development Contract "The City Council approves the construction plans and specifications for Chanhassen Gateway North dated Received March 3, 2006, prepared by Westwood Professional Services, Inc., and the development contract dated April 10, 2006, subject to the following conditions: 1. The applicant shall enter into the development contract and supply the City with a cash escrow or letter of credit in the amount of $27,786.00 and pay an administration fee of $1,410.80. 2. The applicant's engineer shall work with City staff in revising the construction plans to meet City standards" Mr. Jamie Thelen Chanhassen Gateway North April 13, 2006 Page 4 Two mylar copies of the final plat should be submitted to our office for signatures, along with the signed development contract (attached) and all required financial securities. Two 1"=200' scale mylar reductions of the final plat, and digital file of final plat in both Axf & .tif format (the Axf file must be tied to the current county coordinate system) should also be submitted. Also, all easements must be signed and submitted to the City prior to recording. If you have any questions, please call me at (952) 227-1134 or e-mail me at sabaff@ci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner Attachment: Chanhassen Gateway North Development Contract c: Mak Sweiden, Engineer Jerry Mohn, Acting Building Official rAplan\2006 planning c sb06-05 gateway north subdivision -gateway place site planbfinal plat ktttt of appmval.dw CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA GATEWAY NORTH DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP-2 5. TIME OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS............................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT.........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS......................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING...................................................................................GC-2 9. CLEANUP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS........................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS.................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 i E. Severability .......................................................................................................GC-7 F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance...........................................................................................................GC-7 J. Remedies...........................................................................................................GC-8 K. Assignability .....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations......................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions.................................................................................................GC-9 V. Soil Correction................................................................................................GC-10 W. Haul Routes.........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-10 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) GATEWAY NORTH AGREEMENT dated April 10, 2006 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, CHANHASSEN GATEWAY PLACE, LLC, a limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for Gateway North (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, famish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written team shall control. The plans are: Plan A: Final plat approved April 10, 2006, prepared by Westwood Professional Services. Plan B: Grading, Drainage and Erosion Control Plan dated December 19, 2005, prepared by Westwood Professional Services. Plan C: Plans and Specifications for Improvements dated December 19, 2005, prepared by Westwood Engineering Professional Services. Plan D: Landscape Plan dated March 21, 2006, prepared by Sand Companies. SP-1 E 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2006. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $27,786.00. The amount of the security was calculated as 110% of the following: Watermain $11,490.00 Streets & Sidewalk $13,770.00 TOTAL COST OF PUBLIC IMPROVEMENTS $g26 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. SP-2 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Jamie J. Thelen Chanhassen Gateway Place, LLC. 307 Golf View Drive P. O. Box 727 Albany, MN. 56307 Phone: 320-202-3114 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A $27,786.00 letter of credit or escrow for the developer -installed improvements, the $1,410.80 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. B. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. C. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. D. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate No. 5301. SP-3 E. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. F. Street cleaning of soil tracked onto public streets shall include daily street scraping and sheet sweeping as needed. G. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. H. On the grading plan, the following should be revised: 1. The second note should include language to address maintenance of the rock construction entrance as needed. 2. The sixth note should be revised to read "All exposed soils not actively worked must be seeded and mulched within..." 3. The tenth note should include a statement about maintaining compliance with the requirements of the NPDES permit. 4. Show storm water structures rim and invert elevations. 5. Show minimum 75-feet construction rock entrance. 6. Show the contours for proposed Highway 212 and the area south of Highway 212. 7. The applicant must coordinate and obtain MnDOT approval for the proposed drainage discharge south of the proposed pond. I. Work with staff to revise the storm sewer and pond design calculations for the 10- and 100-year storm event. J. The applicant is required to coordinate with MnDOT regarding the full access at Lake Susan Drive and the storm pond outlet control sewer construction. K. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. L. On the utility plan: 1. Show storm sewer pipe type, class, and size. 2. Show all storm water manholes rim and invert elevations. M. The developer shall coordinate the watermain construction within the Right -of -Way of Lake Susan Drive extension with MnDOT and Zumbro River Construction. N. The sidewalk along the north portion of Lot 1, Block 2, must connect with the Highway 101 sidewalk and be approved by Minnesota Department of Transportation. The developer is responsible for the construction of the sidewalk from existing Highway 101 to the new Highway 101 extension. If a site plan for Lot 2, Block 2, is approved by the City Council before a SP-4 Certificate of Occupancy issued for the building on Lot 1, Block 2, the developer of Lot 2, Block 2, will be responsible for constructing the sidewalk west of the entrance to the apartment building on Lot 1, Block 2. O. Temporary easements are required for any off -site grading. P. The applicant must provide a proposed haul route for review and approval. Q. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. R. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. S. Use the 2006 City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3104, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, 5301, 5302A, and 5313. T. On the sidewalk and paving plan: 1. Show the length of the parking stalls. 2. The access at Lake Susan Drive must be minimum 26 feet wide. 3. All driveway aisles must be minimum 26 feet wide. 4. A "Do Not Enter, One Way" sign must be installed within the northern parking lot island and the 12 foot driveway be striped for one-way traffic for north -bound vehicles. U. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. V. On the plat and plans, show a 20 foot drainage and utility easement centered on the property line between Lots 1 and 2, Block 2. W. A cross access easement over the shared driveway must be obtained and recorded against Lots 1 and 2, Block 2. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP-5 CITY OF CHANHASSEN M (SEAL) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager CHANHASSEN GATEWAY PLACE, LLC: EN STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) Jamie Thelen, Chief Manager The foregoing instrument was acknowledged before me this day of 2006, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2006, by Janie Thelen, Chief Manager, of Chanhassen Gateway North, LLC, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 NOTARY PUBLIC Uzi EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Comer of said Section 24; thence along the west line of said Section, 24, South 00 degrees 01 minutes 22 seconds East, a distance of 1495.27 feet to a point that is described as the "Point of Beginning" of Tract B in Document No. 306531, on file and of record in the office of the County Recorder and said point also being on the northerly Right of Way line of Highway 312 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17, Carver County, Minnesota; thence along said northerly Right of Way line, North 00 degrees 01 minutes 22 seconds West, a distance of 174.31 feet of the Point of Beginning of the Tract of land herein described; thence along said northerly Right of Way line, the following two (2) courses: thence South 89 degrees 33 minutes 41 seconds East, a distance of 63.00 feet; thence South 00 degrees 01 minutes 22 seconds East, a distance of 134.66 feet to a comer of said northerly Right of Way line common with the northerly line of a certain tract of land described in said Doc. No. 306531; thence northeasterly along said northerly Right of Way line common with said Document No. 306531 the following three (3) courses: thence along a curve, concave to the southeast, whose elements are: arc length of 419.19 feet, radius of 4669.60 feet, central angle of 05 degrees 08 minutes 36 seconds and a chord that bears North 61 degrees 09 minutes 27 seconds East, a distance of 419.05 feet; thence North 19 degrees 12 minutes 32 seconds East, a distance of 49.59 feet; thence North 71 degrees 27 minutes 35 seconds East, a distance of 67.79 feet to the intersection with the westerly right of way line of Trunk Highway No. 101 as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17; thence northerly along said westerly line, the following two (2) courses; thence North 01 degrees 48 minutes 38 seconds East, a distance of 414.90 feet; thence North 20 degrees 41 mintues 17 seconds West, a distance of 38.07 feet to the intersection with the southerly right of way line of Lake Susan Drive as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17; thence southwesterly along said southerly line of Lake Susan Drive the following four (4) courses: thence along a curve, concave to the south, whose elements are: arc length 75.42 feet, radius of 250.00 feet, central angle of 17 degrees 17 minutes 09 seconds and a chord that bears South 56 degrees 55 minutes 33 seconds West, a distance of 75.14 feet; thence South 48 degrees 16 mintues 58 seconds West, a distance of 225.39 feet; thence along a curve, concave to the north, whose elements are: arc length of 254.20 feet, radius of 350.00 feet, central angle of 41 degrees 36 minutes 49 seconds and a chord that bears South 69 degrees 05 minutes 22 seconds West, a distance of 248.65 feet; thence South 89 degrees 53 minutes 47 seconds West, a distance of 47.02 feet to said west line of Section 24, being also the centerline of the existing right of way for Trunk Highway No. 101 and also an easterly line of the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said west line of Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 305.89 feet to the Point of Beginning. AND That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24; thence along the west line of said Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 727.22 feet to the Point of Beginning of the land herein described; thence continuing along said west line, South 00 degrees 01 minutes 22 seconds East a distance of 187.88 feet to northerly line of Minnesota Department of Transportation Right of Way Plat No. 10-17, a plat that is on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said northerly line of Minnesota Department of Transportation Right of Way Plat No. 10-17, the following four (4) courses: thence North 89 degrees 53 minutes 46 seconds East a distance of 46.89 feet; thence along a curve concave to the northwest, whose elements are: arc length of 181.57 feet, radius of 250.00 feet, central angle of 41 degrees 36 minutes 48 seconds and a chord that bears North 69 degrees 05 minutes 22 seconds East, a distance of 177.61 feet; thence North 48 degrees 16 minutes 58 seconds East a distance of 225.39 feet; thence along a curve, concave to the southeast, whose elements are: arc length of 61.18 feet, radius of 350.00 feet, central angle of 10 degrees 00 minutes 57 seconds and a chord that bears North 53 degrees 17 minutes 27 seconds East, a distance of 61.11 feet to the intersection with the south line of the north 660 feet of said west half of the Northwest Quarter; thence along said south line, North 89 degrees 19 minutes 33 seconds West a distance of 397.14 feet to the easterly right of way line of Highway No. 101, being also the most northeasterly corner of a certain tract of land deeded to Bell Telephone and described in Document No. 90735, on file and of record in the office of the County Recorder, Carver County, Minnesota; thence southeasterly, southwesterly and northwesterly along the lines of said certain tract of land deeded to Bell Telephone in Document No. 90735, the following three (3) courses: thence South 26 degrees 47 minutes 09 seconds East a distance of 241.31 feet; thence along a curve, concave to the northwest, whose elements are: arc length of 85.00 feet; radius of 506.30 feet; central angle of 09 degrees 37 minutes 07 seconds and a chord that bears South 66 degrees 55 minutes 58 seconds West a distance of 84.90 feet; thence North 19 degrees 16 minutes 30 seconds West a distance of 192.70 feet to the Point of Beginning. AND That part of the Southeast Quarter of the Northeast Quarter and the Northeast Quarter of the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver County, described as follows: Beginning at the southeasterly comer of Trunk Highway No. 101 as dedicated on the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the Office of the County Recorder, Carver County, Minnesota, being also on the westerly line of said Section 24, being also on the centerline of said Trunk Highway No. 101; thence South 00 degrees 01 minutes 22 seconds East, along said centerline, a distance of 212.17 feet to the southeasterly corner of a certain tract of land deeded to Meritor Development Corporation in Document No. 104301; thence along the southeasterly line of said Document No. 104301, South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the east line of said Chanhassen Hills 3rd Addition; thence along said east line, North 00 degrees 11 minutes 39 seconds West, a distance of 234.30 feet to the southwesterly comer of said dedicated part of Trunk Highway No. 101; thence along the southerly line of said dedicated part, North 89 degrees 41 minutes 51 seconds East, a distance of 31.87 feet to the Point of Beginning. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20_ STATE OF MR4NESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20 .by L►C���;1���L:3�C�J DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 E HIREVOCABLE LETTER OF CREDTr No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2. of (Name of Bank) "• b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXIMIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the oudots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional KOM engineer famished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineers design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. GC-2 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be famished to the City to guarantee compliance with City Code § 7-22. 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an huterpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/:) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of four (4) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of GC-3 occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1 st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges. The Developer also acknowledges overall sanitary sewer and water hunk availability to the site and the hook-up charges established by the City as reasonable compensation for oversizing costs previously incurred, as well as, long-term maintenance. Said hook-up charges are collectible at time of building permit unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. GC-4 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be firrnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the fast $500,000 and two percent (20/6) of construction costs over $500,000; if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2Yz%) of construction costs for the first $1,000,000 and one and one-half percent (1'/z%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. 104M B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attomeys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. 'Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. GC-7 I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours for required improvements under this contract shall be from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or any recognized legal holidays. Under emergency conditions, this limitation may be waived by the consent of the City Engineer. Any approved work performed after dark shall be adequately illuminated. If construction occurs outside of the permitted construction hours, the Developer shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and constmction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. CK�:1 J 0 O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off -site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws. Ordinances. and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. GC-9 U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Sims. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue linelpaper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a GC-10 breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 12/27/05 GC-11 • • 1e-1. CITY OF T700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952 227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227,1140 Fax: 952.2271110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952,227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227,1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952 227.1125 Fax: 952.227.1110 Web She www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: April 10, 2006/. SUBJ: Gateway North Final Plat Approval, Chanhassen Gateway Place, LLC Planning Case #06-05 PROPOSAL SUMMARY The developer is requesting final plat approval to subdivide a 6.26 acre parcel into three lots and two outlots for Gateway North. ACTION REQUIRED City Council approval requires a majority of City Council present. BACKGROUND On February 27, 2006, the City Council adopted the following motions: PREL 41NARY PLAT "The Chanhassen City Council approves the preliminary plat for Planning Case 06-05 for Gateway North as shown on the plans received January 6, 2006, subject to the following conditions: Submit storm sewer design calculations with full-size drainage map for a 10-• year, 24-hour storm event. Finding: This condition has been met. 2. Work with staff to revise the pond design calculations for the 10- and 100- year storm event. Finding: This condition has been amended to read: "Work with staff to revise the storm sewer and pond design calculations for the 10- and 100- year storm event". 3. Realign Lot 1, Block 2 full access perpendicular at Highway 101 and Lake Susan Drive intersection. Finding: This condition has been met. The City of Chanhassen • A growing community with clean lakes, quality schools, a channing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Chanhassen Gateway North — Planning Case No. 06-05 April 10, 2006 Page 2 4. The applicant is required to coordinate with MnDOT on the full access at Lake Susan Drive and the storm pond outlet control sewer construction. Finding: This condition still applies. 5. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. Finding: This condition still applies. 6. On the grading plan: a. Show an emergency over flow. Finding: This condition has been met. b. Show stormwater pond easement. Finding: This condition has been met. c. Show silt fence Type II around the proposed pond. Finding: This condition has been met. d. Extend Type I silt fence to the north along the west side. Finding: This condition has been met. e. Show minimum 75-feet construction rock entrance. Finding: This condition has still applies. f. Add a bench mark. Finding: This condition has been met. 7. On the utility plan: a. Show the watermain within the street Right -of -Way as a public utility. Finding: This condition has been met. b. Revise the existing sanitary sewer flow direction. Finding: This condition has been met. c. Add a note that any connection to any existing structure must be core drilled. Finding: This condition has been met. d. Show all utility sewer pipe type, class, and size. Finding: This condition has been amended to read: "Show storm sewer pipe type, class, and size." e. Show all utility manholes rim and invert elevations. Finding: This condition has been amended to read: "Show all storm water manholes rim and invert elevations." f. Add a gate valve to Lot 1, Block 1. Finding: This condition has been met. 8. Plan and profile views are required for the entire public utility. Finding: This condition has been met. Chanhassen Gateway North - Planning Case No. 06-05 April 10, 2006 Page 3 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. Finding: This condition still applies 10.On the plans, show the pedestrian ramps and a sidewalk connection between the south and north sides of proposed Lake Susan Drive and add a sidewalk along the north portion of Lot 1, Block 2. Finding: This condition has been amended to read: " The sidewalk along the north portion of Lot 1, Block 2, must connect with the Highway 101 sidewalk and be approved by Minnesota Department of Transportation. The developer is responsible for the construction of the sidewalk from existing Highway 101 to the new Highway 101 extension. If a site plan for Lot 2, Block 2, is approved by the City Council before a Certificate of Occupancy issued for the building on Lot 1, Block 2, the developer of Lot 2, Block 2, will be responsible for constructing the sidewalk west of the entrance to the apartment building on Lot 1, Block 2." 11. Temporary easements are required for any off -site grading. Finding: This condition still applies. 12. The applicant must provide a proposed haul route for review and approval. Finding: This condition still applies. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. Finding: This condition still applies. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. Finding: This condition still applies. 15. Add City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, and 5301. Finding: This condition still applies but has been revised to read: "Use the 2006 City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3104, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, 5301, 5302A, and 5313. 16. On the site plan, show the dimensions of the parking stalls and driveway widths. • • Chanhassen Gateway North — Planning Case No. 06-05 April 10, 2006 Page 4 Finding: This condition still applies but has been amended to read: "On the sidewalk and paving plan, show the dimensions of the parking stalls and driveway widths. Also, add a stop sign at the curb cut on Lake Susan Drive." FINAL PLAT The applicant is proposing to subdivide 6.2 acres into three lots and two outlots. Lot 1, Block I has an area of 1.1 acres and is proposed to remain vacant at the present time. The Concept Plan showed a townhouse development on this lot. Lot 1, Block 2 has an area of 2.19 acres and is proposed to house an apartment building. Lot 2, Block 2 has an area of 2.28 acres and is proposed to remain vacant at the present time. The Concept Plan showed a townhouse development on this lot. Outlot A has an area of 0.38 acres and will house a storm pond. Outlot B is currently a portion of Highway 101. The west one-half right-of-way for Highway 101 was acquired via the Chanhassen Hills plats and MnDOT's purchase of "Parcel 267" from James A. Curry as shown on MnDOT Right -of -Way Map Number 10-18. Highway 101 is being realigned to the east; therefore the portion of the existing Highway 101 adjacent to this plat will be removed and the right-of-way vacated. Since "Parcel 267" was not platted right-of-way, this vacated right-of-way has been turned back to the underlying property, in this case, the parent property of the Gateway project. The property is zoned Planned Unit Development -Mixed Use. Access to the site is gained via Lake Susan Drive. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WATER RESOURCES Storm Water Management Details on the storm sewer connections to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. The storm water pond should be platted in an outlot. Chanhassen Gateway North — Planning Case No. 06-05 April 10, 2006 Page 5 Easements Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. Erosion and Sediment Control All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tyne of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. The plans should be revised to show rock construction entrance installation per Chanhassen Detail Plate 5301. Wimco or similar inlet protection should be installed at all inlets that may receive storm water from the site per Chanhassen Detail Plate 5302A. All inlet protection must be inspected and maintained to comply with NPDES requirements. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed. Temporary stabilization of the exposed area should include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips should be placed around the building in amounts sufficient to control rutting. The plans should be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. Silt fence (Chanhassen Type 1) is needed around the north and east side of the pond within 24 hours of permanent outlet installation. The plans should be revised to show inlet protection for sediment during construction for the trench drain at the garage and should include a detail. Surface Water Management Fees All applicable water quantity and quality fees have been paid. Other Agencies The applicant should apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Chanhassen Gateway North — Planning Case No. 06-05 April 10, 2006 Page 6 Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. GRADING/DRAINAGEIEROSION CONTROL The existing site is about 7.73 acres in size and almost 100% of the area will be graded by MnDOT for the extension of the proposed Lake Susan Drive and by the applicant. The proposal includes three lots and an outlot. The current plans show an apartment building with underground parking. The applicant is proposing to grade the site to prepare the building pad, parking lot, and stormwater ponding areas. The parking lot and building drainage will be collected by a system of catch basins within the parking lot and conveyed by storm sewers to the proposed pond in the southwest corner of the site. The plans show a catch basin at the low point in the northwest corner of the proposed building with an emergency overflow discharging around the building along the east side to the south. Also, the proposed pond outlet control structure discharges to the south to the proposed Highway 212 storm sewer. The plans are not clear on how the stormwater pond overflow and the south area at a flooding period will be draining. The grading plan does not show the proposed development and Highway 212 contour elevations. The applicant must coordinate and obtain MnDOT approval for this proposal and show the overall proposed drainage flow direction in relation with Highway 212. A public drainage and utility easement is required over the proposed pond. This easement shall cover the pond up to the 100-year high water elevation. The applicant has submitted pond sizing calculations for a 10- and 100-year, 24-hour storm event; minor revisions are necessary. The pond must be built to National Urban Runoff Program (NURP) standards in accordance with the City's Surface Water Management Plan (SWMP) and must satisfy the requirements of MPCA's phase 2 design standards. As per Walker model criteria, the proposed pond must have a mean depth of three feet and be designed for a 2.5-inch rain event. Storm sewer sizing calculations with a full-size map for a 10-year, 24-hour storm event are required. Proposed erosion control consists of silt fence along the east and south grading limits of the site. A rock construction entrance is proposed at the access off proposed Lake Susan Drive, but it must be minimum 75 feet long. All disturbed areas as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. The applicant should be aware that any off -site grading will require an easement from the appropriate property owner. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. The applicant must be aware that any retaining wall exceeding four feet in height must be designed by a registered structural engineer, with an approved safety fence. A building permit from the City's Building Inspections Dept. must be obtained. UTILITIES The site has access to public sanitary sewer and watermain from the proposed Lake Susan Drive and existing Highway 101. The developer must show a connection to the existing watermain within Highway 101, extend it to the east along the south side of the proposed Lake Susan Drive to serve the proposed building and the lots in the future phase. The applicant must be aware that the watermain within the public street right-of-way will be a public utility and needs to Chanhassen Gateway North — Planning Case No. 06-05 April 10, 2006 Page 7 coordinate with MnDOT on the construction of the watermain. The private watermain that services Lots 1 & 2, Block 2 must be located within a 20-foot wide private utility easement along the property line. A private sanitary sewer service to the proposed building will be extended from the existing sanitary manhole within the proposed Lake Susan Drive extension at the northeast corner of Lot 1, Block 2. The installation of the private utilities for the site will require permits and inspections through the City's Building Department. The underlying property has been assessed for sewer, water, and street improvements and there is no remaining assessment due payable to the City. The applicant has already paid all SAC and sanitary and water hook-up fees. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Upon completion of the public utility improvements, the utilities will be turned over to the City for maintenance and ownership. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, NPDES, MN Department of Health, Watershed District, Carver County, MnDOT, etc. STREETS The plans propose three full accesses off the proposed Lake Susan Drive, two to serve Lots 1 and 2, Block 2 and one to serve Lot 1, Block 1. No public streets are proposed in conjunction with this project. MnDOT proposes to extend Lake Susan Drive from existing Highway 101 to the proposed Highway 101 realignment. The timing of the Lake Susan Drive extension is unknown; therefore, the applicant must coordinate the proposed construction access with MnDOT. A temporary access of existing Highway 101 may be required. The applicant must be aware that the MnDOT right-of-way turnback issue will not be resolved before this is platted. Also, the applicant must extend the sidewalk further east to the proposed Highway 101 intersection. INTERNAL SITE CIRCULATION The approved site plan identified a 24 foot wide shared driveway between Lots 1 and 2. The westerly 12 feet of this shared driveway was shown on Lot 2. The current proposal identifies a shared access to Lake Susan Drive. Since the site plan for Lot 2 is unknown at this time, the developer proposes to construct the eastern 12 feet of the shared driveway within Lot 1. Given the current configuration, staff recommends that a "Do Not Enter, One Way" sign be installed within the northern parking lot island and that the 12 foot driveway be striped for one-way traffic for north -bound vehicles. If a site plan for Lot 2 is submitted and does not require the shared access from Lake Susan Drive, staff recommends that the developer of Lot 1 examine an alternative parking lot layout in this vicinity to reduce the amount of hard surface coverage. This would be a minor change that can be approved administratively. Chanhassen Gateway NorthPlanning Case No. 06-05 • April 10, 2006 Page 8 LANDSCAPING Landscaping requirements for the proposed development is shown in the following table: Landscaping Item Required Proposed Parking lot 1,533 ft landscape area 1,890 ft landscape area 6 overstory trees 7 overstory trees 3 islands/peninsulas 6 understory trees East/South property line - 6 overstory trees 18 overstory trees Bufferyard B, 570' 12 understory trees 20 understory trees 12 shrubs 48 shrubs berm provided North property line - 3 overstory trees 3 overstory trees Bufferyard B, 300' 6 understory trees 14 understory trees 12 shrubs 52 shrubs berm provided West property line - 2 overstory trees 2 overstory trees Bufferyard A, 160' 4 understory trees 4 understory 6 shrubs 16 shrubs Boulevard Trees — 1 per 30 feet — 13 overstory trees Lake Susan Drive 13 overstory trees The applicant meets all landscaping requirements. Staff recommends that the applicant replace the Colorado blue spruce specified on the landscape plan with an alternate species of spruce or evergreen such as white spruce, Black Hills spruce, or white fir. Colorado blue spruce tends to become unsightly with age due to disease problems. TRAILS AND SIDEWALKS Maintaining and creating new pedestrian/bicycle routes to the subject site is very important. The construction of new Highway 101 will include the installation of a 10-foot trail along the east side of the highway. In conjunction with the construction of Highway 212, trails will be installed from Great Plains Boulevard to Lyman Boulevard, and along the north side of Lyman Boulevard. Appropriate and adequate internal sidewalk connections are planned to allow convenient and safe non -vehicular traffic throughout the site. Park dedication is not being required as part of the approval. Park dedication fees were prepaid with the application. RECOMMENDATION Staff recommends that the City Council adopt the following motion: "The City Council grants final plat approval of Planning Case #06-05 for Chanhassen Gateway North for three lots and two outlots, as shown on the plans stamped `Received March 3, 2006', subject to the following conditions: Chanhassen Gateway North — Planning Case No. 06-05 April 10, 2006 Page 9 Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. 2. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of SloW Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 3. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. 4. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. 5. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 6. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. 7. On the grading plan, the following should be revised: a. The second note should include language to address maintenance of the rock construction entrance as needed. b. The sixth note should be revised to read "All exposed soils not actively worked must be seeded and mulched within... c. The tenth note should include a statement about maintaining compliance with the requirements of the NPDES permit. d. Show storm water structures rim and invert elevations. e. Show minimum 75-feet construction rock entrance. f. Show the contours for proposed Highway 212 and the area south of Highway 212. g. The applicant must coordinate and obtain MnDOT approval for the proposed drainage discharge south of the proposed pond. 8. Work with staff to revise the storm sewer and pond design calculations for the 10- and 100- year storm event. 9. The applicant is required to coordinate with MnDOT regarding the full access at Lake Susan Drive and the storm pond outlet control sewer construction. Chanhassen Gateway North - Planning Case No. 06-05 April 10, 2006 Page 10 10. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. 11. On the utility plan: a. Show storm sewer pipe type, class, and size. b. Show all storm water manholes rim and invert elevations. 12. The developer shall coordinate the watermain construction within the Right -of -Way of Lake Susan Drive extension with MnDOT and Zumbro River Construction. 13. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 14. The sidewalk along the north portion of Lot 1, Block 2, must connect with the Highway 101 sidewalk and be approved by Minnesota Department of Transportation. The developer is responsible for the construction of the sidewalk from existing Highway 101 to the new Highway 101 extension. If a site plan for Lot 2, Block 2, is approved by the City Council before a Certificate of Occupancy issued for the building on Lot 1, Block 2, the developer of Lot 2, Block 2, will be responsible for constructing the sidewalk west of the entrance to the apartment building on Lot 1, Block 2. 15. Temporary easements are required for any off -site grading. 16. The applicant must provide a proposed haul route for review and approval. 17. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 18. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 19. Use the 2006 City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3104, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, 5301, 5302A, and 5313. 20. On the sidewalk and paving plan: a. Show the length of the parking stalls. b. The access at Lake Susan Drive must be minimum 26 feet wide. c. All driveway aisles must be minimum 26 feet wide. d. A "Do Not Enter, One Way" sign must be installed within the northern parking lot island and the 12 foot driveway be striped for one-way traffic for north -bound vehicles. Chanhassen Gateway North — Planning Case No. 06-05 April 10, 2006 Page 11 21. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 22.On the plat and plans, show a 20 foot drainage and utility easement centered on the property line between Lots 1 and 2, Block 2. 23. A cross access easement over the shared driveway must be obtained and recorded against Lots 1 and 2, Block 2. ATTACHMENT 1. Final Plat. g:\plan\2006 planning cases\06-05 gateway north subdivision -gateway place site planVinal placdoc � k � \ � � ( ! & / { j . [ ( ) • t • . |e §|)� a §® 0 � � | � ` ! is �|§ { , Pit. � I / / / ! ) , � �! ( |! ~! \ u4 m , | �( 3-11 [ [ � ]� ,| �! .� i1 | \ / \ � \ \ ( � � E $ @ d � . • • �®®a F{F{ yy UU o z .qc. 0 i r R �`• fit: f ♦e�' .I ' S, a n�� ii .. O G S. µ. : 0'' a ,Oy'♦��/t'sa'\a� : 53i1 7a iy U^ tg A1Y ii ilg41 D fc' I !• Ilia I .• �I � 1� i � 8 1 ii 3 qInLLI I lam. ♦ .:.+' �- p!' - 1--------------------`-'--- 1 5 I_ warl��o m 06-05 CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952,227.1140 Fax: 952227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax: 952.227.1404 Planning Ik Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 March 3, 2006 Mr. Jamie Thelen Chanhassen Gateway Place, LLC P.O. Box 10 Albany, MN 56307 Re: Gateway North -Planning Case 06-05 Dear Mr. Thelen: This letter is to formally notify you that on February 27, 2006, the City Council adopted the following motions: 'The Chanhassen City Council approves the preliminary plat for Planning Case 06-05 for Gateway North as shown on the plans received January 6, 2006, subject to the following conditions: 1. Submit storm sewer design calculations with full-size drainage map for a 10- year, 24-hour storm event. 2. Work with staff to revise the pond design calculations for the 10- and 100- year storm event. 3. Realign Lot 1, Block 2 full access perpendicular at Highway 101 and Lake Susan Drive intersection. 4. The applicant is required to coordinate with MnDOT on the full access at Lake Susan Drive and the storm pond outlet control sewer construction. Public Parka d 5. The applicant is responsible for obtaining and complyingwith all regularity 1591 Park Road PP � Po g Phone:952.227.1300 agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Fax:952,227.1310 Department, etc. Senior Center Phone:952,227.1125 6. On the grading plan: Fax: 952.227.1110 Web site a. Show an emergency over flow. www.ci.chanhassennn.us b. Show stormwater pond easement. c. Show silt fence Type H around the proposed pond. d. Extend Type I silt fence to the north along the west side. e. Show minimum 75-feet construction rock entrance. f. Add a bench mark. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. Mr. Jamie Thelen Chanhassen Gateway Place, LLC March 3, 2006 Page 2 On the utility plan: a. Show the watermain within the street Right -of -Way as a public utility. b. Revise the existing sanitary sewer flow direction. c. Add a note that any connection to any existing structure must be core drilled. d. Show all utility sewer pipe type, class, and size. e. Show all utility manholes rim and invert elevations. f. Add a gate valve to Lot 1, Block 1. 8. Plan and profile views are required for the entire public utility. 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 10. On the plans, show the pedestrian ramps and a sidewalk connection between the south and north sides of proposed Lake Susan Drive and add a sidewalk along the north portion of Lot 1, Block 2. 11. Temporary easements are required for any off -site grading. 12. The applicant must provide a proposed haul route for review and approval. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 15. Add City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, and 5301. 16. On the site plan, show the dimensions of the parking stalls and driveway widths. SITE PLAN "The Chanhassen City Council approves the site plan with a variance for the reduction of nine enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions: 1. The applicant shall replace the Colorado blue spruce specified on the landscape plan with an alternate evergreen species. 2. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than • Mr. Jamie Thelen Chanhassen Gateway Place, LLC March 3, 2006 Page 3 five feet in height. These signs shall be set back a minimum of 10 feet from the property line. 3. Additional information must be submitted pertaining to the height and materials used for the privacy fence located east of the tot -lot and picnic area. 4. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. The storm water pond should be platted in an outlot. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tyne of Sloe Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. 8. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. 11. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips shall be placed around the building in amounts sufficient to control rutting. Mr. Jamie Thelen Chanhassen Gateway Place, L.L.0 March 3, 2006 Page 4 12. The plans shall be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. 13. Silt fence (Chanhassen Type 1) shall be installed around the north and east side of the pond within 24 hours of permanent outlet installation. 14. The plans shall be revised to show inlet protection for sediment during construction for the trench drain at the garage and shall include a detail. 15. Submit a detailed lighting and signage plan consistent with the Chanhassen Gateway PUD Development Design Standards. 16. Building Official conditions: a. The building must be protected with automatic fire sprinkler systems. b. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. An accessible route must be provided to the building, parking facilities and public transportation stops. d. All parking areas, including parking garage, must be provided with accessible parking spaces. e. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. f. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 17. Fire Marshal Conditions: a. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fine hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. b. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. c. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. c.1 1-1990 regarding fire alarm systems. c.2 4-1991 regarding notes to be included on all site plans. c.3 7-1991 regarding pre -fire drawings. c.4 29-1992 regarding premise identification. c.5 34-1993 regarding water service installation. c.6 36-1994 regarding proper water line sizing. c.7 40-1995 regarding fire protection systems. c.8 06-1991 regarding fire lane signage. c.9. 52-2005 regarding commercial plan review submittal criteria. 0 0 Mr. Jamie Thelen Chanhassen Gateway Place, LLC March 3, 2006 Page 5 d. Show on utility plan location of post indicator valve (PIV). e. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 g. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 18. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 19. The applicant shall enter into a site plan agreement. 20. The building shall comply with the Planned Unit Development building setback requirements 21. The applicant shall revise the plans to show a clock on the vertical element of the building." The Site Plan Agreement must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. If you have any questions, please feel free to contact me. Sincerely, Sharmeen Al-Jaff Senior Planner g:Vlan\2006 planning casest06-05 gateway north subdivision -gateway place site plan\letter of approval.doc City Council Meeting — Fe6ruary 27, 2006 recommendation because knowing that that might be out there, I couldn't see moving forward with either of these two this evening. Other thoughts or are people consistent with that or is there? Councilman Peterson: Well I mean Kate, do you think that there's value in getting you guys some time to continue pursuing or do you think? Kate Aanenson: Yes, be happy to meet with Mr. Bangasser. Come up with some other solutions. Mayor Furlong: With the extent that we've got some newer information, let's dig into it and let's make sure that everybody understands what's available and maybe there's an opportunity here. Councilman Peterson: Motion to table. Councilman Lundquist: Second. Mayor Furlong: Made and seconded. Any further discussion? Councilman Peterson moved, Councilman Lundquist seconded to table the request for hard surface coverage and two front yard setback variances to construct a 3 stall garage at 3633 South Cedar Drive. All voted in favor and the motion carried unanimously with a vote of 4 to 0. GATEWAY NORTH/GATEWAY PLACE, NORTHWEST INTERSECTION OF Kate Aanenson: Thank you. I have a few exhibits here. This is the subject site. We talked about this most recently in your work session. The new 101/212, so this application includes a couple of things. One, the subdivision. Creating a parcel, a lot for this to be built on. And then also site plan approval with a variance. In your staff report we went through the history of this property, this area in itself. We did a PUD for the entire piece. Again the property's actually on both sides of the new 212. The property that we're talking about specifically is this piece right here with the apartment building. When we did this PUD it was always anticipated that that would be apartment building. On the property immediately to the west will come in at a future date. This property right here is being built by the Sand Company. As I indicated, this will be the one lot that will be built on. It's, the building itself will be 47 units and will include multifamily, excuse me. 48 apartments and will include 2 and 3 bedroom units. In the architecture itself, where we looked at putting this again, while we looked at the apartment building in this location, the fact that it's close to the park and ride we felt had a lot of benefits. A nice transition as you come from the 101. Easy access. Some of the issues that we changed in the staff report, which I know the applicants have some disdain with is the sidewalk being built 18 SCANNED City Council Meeting — February 27, 2006 • now along Lake Susan. We want the continuous sidewalk, even though they're not coming in on this phase. That will actually tie into the sidewalk along current 101, which will provide access to those properties. I want to talk about the plat... architecture first. So there's actually 3, 4 lots being created. Sorry. So with the plat itself, while this does require storm water pond, this is a project, can you zoom in on that a pinch. So this is the subject site so these are the lots that are being created. This will be future townhouse sites. This is the sidewalk I'm talking about. Taking it into the existing trail. This is going to be a storm water pond. Future residential on the north side abutting the Klingelhutz property, and there's also some additional right-of-way that's being dedicated with the new 101. One of the things we talked about with this ponding, on the southern area too, working that out with the Lake Riley improvements, but this project itself and it's ponding that will be built now to accommodate, also accommodate this future development. So that's the plat in and of itself. Again the preliminary plat starts on page 12 of the staff report. There's findings with the subdivision located at that section of the project. Now about the site plan in and of itself. Again we're looking at the orientation. We wanted this to be a highly articulated building so we worked hard on the orientation of the building. Access. We worked that with Lake Susan Drive. Temporarily this, as we talked about earlier in the work session, 101 will not be constructed before this is done so it will have access coming off of old 101 until that switch is made, so they will have to provide and work with MnDot on the improvements on Lake Susan and giving access to that. Again the timing of this is related to the funding that we received tonight and being able to use those dollars. There is required underground parking with this project and that's addressed in the staff report. Because it is 2 and 3 bedroom units and a highly articulated building, there are 61 enclosed spaces. It does require 70 because of the number of units, 2 and 3 bedrooms in the staff report on page 9, we go through the requirements that we feel that the parking was adequate, and we are recommending approval of the variance. The overall parking, including surface parking. Surface parking lot parking would exceed the requirements so we're comfortable with that. There is some fencing that will be required along this side. We have the plans for that. The landscaping which we think again provides a nice mitigation. Now I'd just like to talk a little bit about architecture available. And so there's two difference colors on there, the tan and the beige. Again we think it's a highly articulated building. With the height in itself with the traffic on 101, again we believe that should provide mitigation for noise. They are also required, you know they'll have air conditioning and the likes of that as we looked at some other projects will provide the noise mitigation but the visual aspect we think is, because it's the material mix and the detail on the building, that it's highly articulated and will fit, be a nice compliment to the area. So we are recommending approval of the site plan itself and the conditions for that as well as the variance for the parking requirements are also found in the staff report. So with that, if there's any questions I'd be happy to answer them. Otherwise we are recommending approval of the preliminary plat and site plan with variances as found in the staff report starting on page 14. And I'd be happy to answer any questions you have. Mayor Furlong: Thank you. Questions for staff. Councilman Peterson: Kate would you, I hate to make you take things off the table but one of the first drawings you had was kind of the whole area. Could you spend a little bit of time and just kind of walking through what's adjacent to all of this. 19 City Council Meeting — FeSruary 27, 2006 • Kate Aanenson: As you recall the park and ride is located in this facility. 600 deck park and ride and then there will be some residential, and then also be some commercial. So that's on the west side of the new 101, which is moving over. This is current 101. It's moving over. So with that, there was with the PUD some other commercial office shown in this area that's being developed by another developer, and again this is one of those areas that's under study. They may want to do some other things as part of ... group looking at that area itself. Then the rest of this. Councilman Peterson: Before you go off of that, to the far west there, what's the intent? Kate Aanenson: Over here? Councilman Peterson: Yeah. Kate Aanenson: There's a pond and that's the pond I was talking about. Councilman Peterson: No, the building. Is that, is that commercial too? Kate Aanenson: This? Councilman Peterson: Yeah. Kate Aanenson: This is actually an apartment building and that's something that the other... that's looking at that property may want to change that. This is the one area of the city, well actually there's two areas that we have this mixed use development. So it can have commercial or residential. As proposed in the PUD when the Sand Company came through, they actually put that in there. That doesn't mean it can't change to something else under that PUD but would have to amend the PUD, and we felt we didn't have enough information about additional commercial until we finished this site so we've asked them to wait before we change it, to be consistent with what we've told other people that want to change to more commercial. So there is a storm water pond over here. That's one that we will have the developer do as part of the Lake Riley improvements. So we've got the park and ride. We also just rezoned this property right hereto do twin homes and we just recently approved that. And then you've got the Springfield neighborhood here. So we worked hard with the, and you'll be seeing the park and ride development coming shortly, probably in the next couple months to come in with that, to work with the neighbors in putting those PUD's together. So the rest of this will be coming in in the future. One of the other concerns that we had is, you know how do we make this piece work with the rest of the property to the north, the Klingelhutz property because there will be access via 101 going to the north. So whether you have additional access coming in here, these two parcels tie together so that's something that we'll be working with the developer on and trying to make sense of how that lays out instead of having a little narrow piece. So right now, this is the project that we're working on but all this area will be changing as 212 comes in and the extension of Lake Susan. Again the lower density, what we looked at in the PUD to blend, make that transition between existing Lake Susan and moving up towards the apartments. And then with the 212 it creates a natural buffer where you've got the 212 kind of provides that break pill City Council Meeting — February 27, 2006 • between the residential there so it's kind of a different feel with kind of that 3 quarter lot on 3 collectors. 101, Lyman and 212. So that's kind of the super area. Councilman Peterson: Okay, thanks. Kate Aanenson: Yeah, and I was just going to say too, again you see the proximity to the park and ride and then some convenience commercial which we thought, that's why we wanted to connect back up to that trail to get back under the 212, provide access for those folks to get to convenience commercial. Councilwoman Tjornhom: So this area doesn't have to wait for the market study? Kate Aanenson: This apartment? Councilwoman Tjornhom: Right, all the building's we're talking about. Kate Aanenson: No, because that's all residential. The only one that we ask to wait is anybody that wanted to change to more commercial. That was, those were the ones who we're asking to wait til the study's completed. Otherwise if they have their zoning in place, then if it's consistent if they're asking for a change, then we would ask them to wait. Mayor Furlong: Any other questions Councilwoman Tjornhom? Councilman Lundquist? Councilman Lundquist: Kate, on the parking spaces. Where do we use, the guideline that we used for the number of spaces per unit, and the number of bedrooms. What's the basis for that? Kate Aanenson: Well, you know when we updated the city code, that isn't something that we looked at and we probably should have. It may be antiquated. The way it works right now is there's 61, for example on this project there'd be 61. They're not necessarily assigned to any unit. They're kind of separately leased so if you've got someone that only wants 1 and there's more available, so we believe within that there's probably plenty to go around if somebody wanted 2 or 3, it would work intemally. That they would solve that through the management itself. Most of these units are geared for the 3 bedrooms, for young families so we don't believe we should have a problem with more than 1 or 2 cars per unit. Councilman Lundquist: So each unit gets at least 1 and the other ones are first go first serve? Kate Aanenson: Correct, and that's, right. If they don't use them, they'd be offered to somebody else that would, right. Councilman Lundquist: And the engineering and cost required to get to that 70, as you said in your staff report is a significant piece to be getting? Kate Aanenson: Correct, and they have some concerns with that. The sidewalk along the existing Lake Susan, is that what you're talking about? Correct. 21 City Council Meeting — Fe�ruary 27, 2006 0 Councilman Lundquist: Well, to make the building big enough to get the 70... Mayor Furlong: To avoid the variance. Kate Aanenson: Right, I think that's, it's pretty onerous. We don't really have that many 3 bedroom units in the city. And I think it would be onerous. I'm not sure, we really don't have a parking problem with underground parking. A lot of the units that we already have it's never been a problem and even when you have 2 bedrooms with 2 drivers, I don't see that as a problem. Councilman Lundquist: Okay. Mayor Furlong: I guess to follow up on that line of questioning with the parking, by your comments here, should we be reviewing those requirements? Kate Aanenson: Yes. Mayor Furlong: Would we expect those same requirements of someone else elsewhere in the city or would we also say that's too onerous? Kate Aanenson: I think we need to re-evaluate that and we've got that on our punch list of things to re-evaluate in the city code because we didn't when we updated it, look at that. Mayor Furlong: Based on what you know now and maybe this has not been looked at yet, and so that's fine. Are our standards similar to surrounding communities? Kate Aanenson: Yeah, and I think you also you have to look at type of product. Amenities. If you're looking at a luxury condo, maybe it'd be different. If you're looking at, again this is next to transit so we're anticipating that there might be more ridership, so I think that was some of our rationale too for the variance but we will look at the surrounding communities standards and what we have to date. Mayor Furlong: Okay. And well, that's a question for the applicant so I'll wait for them. Good, thank you. Any other questions for staff at this time? Okay, thank you. Is the applicant here this evening? Would you like to address the council on any matter? Jamie Thelen: My name is Jamie Thelen with Gateway Place, and we went through the staff review and we're okay with everything, all the conditions. We just do have one request on the map that we have here. We're putting in the sidewalk in orange. That has been added which makes a lot of sense to connect to the 4 way at future 101 and Lake Susan Drive. And we're also making a connection to the north to cover people coming from the north side too, which is fine. We would make one request, the highlighted area in yellow is not in front of our property at all and we would request that that would be delayed as not part of our project. What we would be willing to do if, we do understand that it's tough to tell how far out townhomes are and it's an important sidewalk, we think it is. We just request that if the site, if there's no site plan in review by the time we're getting ready to get a Certificate of Occupancy, that we put that 22 City Council Meeting — February 27, 2006 • sidewalk in at that point. If something, if they come in right after us for the townhomes, that that would be required for their site plan because we are putting a pretty extensive sidewalk system already on our property so we, that's one request we would like to make. Mayor Furlong: Just so I understand your request, you're saying don't require that unless there isn't a site plan for that property at the time that you go for Certificate, and then you would put it in at that point. Jamie Thelen: Yeah. Kate Aanenson: You have about a one year construction, is what you're saying? Jamie Thelen: Yeah, we'd be looking at opening up basically the same time as Lake Susan Drive, which is probably in July. June -July of 2007 so, somewhere in that range. We're about 12 months of construction. And we do understand that it's important to have that sidewalk. It makes sense. It does connect. We would just ask you know, we're putting in quite a bit already in front of our property just, this is quite a bit off our site and if we could have, then we could put that in the development agreement if you'd be open to that. Otherwise we're okay with all of the conditions. Paul Oehme: That's fine. I guess if maybe just a letter of credit, just so we have the assurance that it will go in. Kate Aanenson: Yeah, I'll work with the attorney's office to figure something out to get that security or understanding. Jamie Thelen: Yep as part of our development agreement we have to put together a letter of credit for the public improvements and we can just include that in there. Mayor Furlong: And it would be your request that if that property develops or if there's a site plan for it, that that sidewalk be a condition of that. Jamie Thelen: That is correct. Mayor Furlong: And is that something staff that we would be reasonable? Paul Oehme: I think we can work with them. Mayor Furlong: Okay. Jame Thelen: Otherwise I have nothing else. Mayor Furlong: So I don't know that we need, so that would be a matter for the development contract, but I think that's on our agenda this evening. So we may want to hold on that, is that correct? Or is it not? 23 City Council Meeting — February 27, 2006 Kate Aanenson: So they'll come back. Todd Gerhardt: This is site plan. Mayor Furlong: This is just site plan, okay. Kate Aanenson: ... and typically those are our concern. We'll put that language in there. Mayor Furlong: That was an earlier matter on the agenda, the development contract so this wouldn't affect any of the conditions at this point? Something that we could work out with the development contract. Okay. I just had a quick question, if I could, and I don't know if anybody, does anybody else have a question for the applicant? With regard to the parking, and as I looked at, based upon the shape of the building, the footprint of the building, you have angles. You have a right, 90 degree curve. To me that's got to affect the availability of underground parking space, based upon the architecture of the shape of the building. Is that correct? Jamie Thelen: Yeah, I'll let Richard, our architect talk a little bit about that because we, as soon as we saw the requirement he actually did some other layouts, more efficient layout of a straight building which we don't want to do and you wouldn't want to see and it's pretty nearly impossible to meet that requirement. Mayor Furlong: Okay, there's my answer. Councilman Peterson: Just what Craig wanted to see. Councilman Peterson: Yep. Councilman Lundquist: And you didn't come forward with this first. Richard Hennings: maybe not the politically correct thing to do but when that comment came up, and I was concerned that why can't we get as much parking in this building as we should here. So it struck me that an exercise of just drawing a box that couldn't be more efficient then that rectangle, and that box then consists of another 48 unit apartment building with a common mix of apartments. 1 bedroom, 2 bedroom and 3 bedroom and you end up with a box, you can see 64 by 330 feet long. And then allocating just kind of minimum space for the stairways and the lobby and elevator space in that garage, you can see I end up with 62 parking spaces in that one so slightly better than the stretched out building, but what I think that tells you is that anybody that's going to do a 3 story building with underground parking is going to have trouble meeting your parking requirement. And I first thought, like you said Kate, that it was onerous to put a lot of 3 bedrooms in, but I actually looked at the situation with 1 bedrooms, because they get so much narrower, it doesn't get better. It actually gets worst so the only way you'd meet this requirement is if the basement space were considerably bigger than the upper floor space, and that's not an impossible design but it's not the design we look for in this building so. 24 City Council Meeting — February 27, 2006 Kate Aanenson: I just want to clarify too from the findings of fact that was one of the basis points that we put in there, because you were concerned about applying this to somewhere else. Kind of we had the discussion earlier. One of the findings of the variance was that based on the shape of the building. Mayor Furlong: Okay, thank you. Any other follow up questions at this point? If not, thoughts and comments. Council discussion. Councilman Peterson: You know I was the one that pushed hard to kind of set the tone to get something that was distinctive and certainly articulated, and I think they've met that challenge and I applaud both architect and staff for working together to make that happen so I'm pleased with the way the building has come to fruition in it's look and feel. I think the conditions that staff has got in there to continue tweaking, you know are appropriate. I think the sidewalk issue I think it sounds like a reasonable request personally. And I think we should move ahead. Mayor Furlong: Thank you. Other thoughts? Councilwoman Tjomhom: I think it's a good building and a good location and yeah. Mayor Furlong: Thank you. Councilman Lundquist: I would agree with Councilman Peterson also. Think the building works well in that spot with the transit and the access right there. Some mixed use on that so getting a good application of using zoning to create an area that fits well together and then planning that goes along with that so, looking forward to moving ahead. Mayor Furlong: Thank you. My comments would be similar. I think it is a well designed building. It looks nice and I think it will look nice as, and provide a nice entryway as people enter into the city off of Highway 212. Coming off the intersection there. I certainly like the shape of this building versus the alternative A that we saw this evening. And some thought went into it. Both in terms of the design and the color and what they're doing in terms of providing a, some different housing products as well to our city, so I think that's a positive as well. And it's, there's going to be a lot of development in this area but to Councilman Lundquist's comments, there's a lot of thought and coordinated effort going on all around this area and I think that's great and I think it's going to be something that everybody will be proud of as well, so I certainly support this project. Any other comments? If not, we have a motion starting on page 14 of the staff report. 432 of our electronic packet, if somebody would like to make a motion. Councilwoman Tjomhom: I make a motion the City Council approve the preliminary plat for Planning Case 06-05 for Gateway North as shown on the plans received January 6, 2006, subject to the following conditions 1 through 16. Mayor Furlong: Thank you. Do you want to keep going? Councilman Peterson: Right below 16 is another motion. 25 City Council Meeting — February 27, 2006 • Councilwoman Tjomhom: Okay. I make a motion the City Council approve the Site Plan with a variance for the reduction of 9 enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions 1 through 21. Mayor Furlong: Thank you. Is there a second? Councilman Lundquist: Including findings of fact. Mayor Furlong: This is based upon the findings of facts contained in the report? Councilwoman Tjornhom: Yes. Mayor Furlong: Thank you. I knew that's what you said. Councilman Lundquist: Second. Mayor Furlong: You're listening to Councilman Peterson too much with his motion. Made and seconded. Any discussion on the motion? Councilwoman Tjornhom moved, Councilman Lundquist seconded that the City Council approve preliminary plat for Planning Case 06-05 for Gateway North as shown on pans received January 6, 2006, subject to the following conditions: Submit storm sewer design calculations with full-size drainage map for a 10-year, 24-hour storm event. 2. Work with staff to revise the pond design calculations for the 10- and 100-year storm event. 3. Realign Lot 1, Block 2 full access perpendicular at Highway 101 and Lake Susan Drive intersection. 4. The applicant is required to coordinate with MnDOT on the full access at Lake Susan Drive and the storm pond outlet control sewer construction. 5. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. 6. On the grading plan: a. Show an emergency over flow. b. Show stormwater pond easement. c. Show silt fence Type II around the proposed pond. d. Extend Type I silt fence to the north along the west side. e. Show minimum 75-feet construction rock entrance. 26 City Council Meeting — February 27, 2006 f. Add a bench mark. 7. On the utility plan: a. Show the watermain within the street Right -of -Way as a public utility. b. Revise the existing sanitary sewer flow direction. c. Add a note that any connection to any existing structure must be core drilled. d. Show all utility sewer pipe type, class, and size. e. Show all utility manholes rim and invert elevations. f. Add a gate valve to Lot 1, Block 1. 8. Plan and profile views are required for the entire public utility. 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 10. On the plans, show the pedestrian ramps and a sidewalk connection between the south and north sides of proposed Lake Susan Drive and add a sidewalk along the north portion of Lot 1, Block 2. 11. Temporary easements are required for any off -site grading. 12. The applicant must provide a proposed haul route for review and approval. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 15. Add City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, and 5301. 16. On the site plan, show the dimensions of the parking stalls and driveway widths. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Councilwoman Tjornhom moved, Councilman Lundquist seconded that the City Council approves of site plan with a variance for the reduction of nine enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions: 1. The applicant shall replace the Colorado blue spruce specified on the landscape plan with an alternate evergreen species. 27 City Council Meeting — February 27, 2006 2. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be set back a minimum of 10 feet from the property line. 3. Additional information must be submitted pertaining to the height and materials used for the privacy fence located east of the tot -lot and picnic area. 4. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. 5. Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. The storm water pond should be platted in an outlot. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. 8. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. 11. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips shall be placed around the building in amounts sufficient to control rutting. City Council Meeting — February 27, 2006 12. The plans shall be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. 13. Silt fence (Chanhassen Type 1) shall be installed around the north and east side of the pond within 24 hours of permanent outlet installation. 14. The plans shall be revised to show inlet protection for sediment during construction for the trench drain at the garage and shall include a detail. 15. Submit a detailed lighting and signage plan consistent with the Chanhassen Gateway PUD Development Design Standards. 16. Building Official conditions: a. The building must be protected with automatic fire sprinkler systems. b. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. An accessible route must be provided to the building, parking facilities and public transportation stops. d. All parking areas, including parking garage, must be provided with accessible parking spaces. e. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. f. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 17. Fire Marshal Conditions: a. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. b. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. c. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. c.1 1-1990 regarding fire alarm systems. c.2 4-1991 regarding notes to be included on all site plans. c.3 7-1991 regarding pre -fire drawings. c.4 29-1992 regarding premise identification. c.5 34-1993 regarding water service installation. c.6 36-1994 regarding proper water line sizing. c.7 40-1995 regarding fire protection systems. c.8 06-1991 regarding fire lane signage. 29 , City Council Meeting — February 27, 2006 • c.9. 52-2005 regarding commercial plan review submittal criteria. d. Show on utility plan location of post indicator valve (PIV). e. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 g. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 18. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 19. The applicant shall enter into a site plan agreement. 20. The building shall comply with the Planned Unit Development building setback requirements." 21. The applicant shall revise the plans to show a clock on the vertical element of the building All voted in favor and the motion carried unanimously with a vote of 4 to 0. COUNCIL PRESENTATIONS: Mayor Furlong: Any discussion on council presentations this evening? Just a quick comment as a follow up to a previous work session item where we talked about legislative initiatives and priorities. We have arranged a meeting for Councilman Lundquist and myself and Mr. Gerhardt to meet with Representative Hoppe this coming Thursday and we're working with Senator Ortman to meet with her as well, so we expect that meeting to take place soon. Councilman Peterson: You couldn't get them both together huh? Mayor Furlong: We couldn't. They were not, we're unsure if the Senator can join us on Thursday but we do have a meeting scheduled for Senator, or Representative Hoppe and we are going to continue to do that. Are these related to that? Todd Gerhardt: Yep. Mayor Furlong: Okay. Mr. Gerhardt, you want to. 30 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 03/03/2006 2:42:28 PM Receipt No. 0003657 CLERK: danielle PAYEE: Augusta Ventures LLC PO Box 10 Albany MN 56307 Final Plat - Gateway North 06-05 ------------------------------------------------------- Use & Variance 250.00 Total Cash Check 1019 Change 250.00 0.00 250.00 0.00 SCANNED o(4 -os CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Chanhassen Gateway Place, LLC for a Preliminary Plat to subdivide property into three lots and two outlots (GATEWAY NORTH) and a Site Plan request with variances for the construction of a multifamily building (GATEWAY PLACE) — Planning Case No. 06-05 On February 7, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Chanhassen Gateway Place, LLC for Preliminary Plat to subdivide property into three lots and two outlots and a Site Plan request with variances for the construction of a multi -family building for the property located at the northwest intersection of the future alignment of Highways 101 and 212. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned PUD, Planned Unit Development — Mixed Use. 2. The property is guided in the Land Use Plan Mixed Use development. 3. The legal description of the property is attached as exhibit A. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; SCANNED r f. The proposed subdivision will not conflict with easements of record, but shall provide all new required easements. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. 5. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. Consistency with this division; c. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. Creation of functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. w • • 6. The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood Variances that blend with these pre-existing standards without departing downward from them meet these criteria. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. c. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. d. The alleged difficulty or hardship is not a self-created hardship. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located f. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fie or endanger the public safety or substantially diminish or impair property values within the neighborhood. 7. The planning report #06-05, dated February 7, 2006, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECONVYIENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat and Site Plan with a variance for reduction in the number of enclosed parking spaces. ADOPTED by the Chanhassen Planning Commission this 7a' day of February, 2006. CHANHASSEN PLANNING COMMIAION M L E Ub—o5 1� CITY OF CHANAASSEN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227,1110 Building Inspections Phone: 952,227.1180 Fax 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952,227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone, 952.227.1130 Fax: 952227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax 952.227.1310 Senior Center Phone. 952.227.1125 Fax: 952.227.1110 Web Site www.cichanhassen.w.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Justin Miller, Assistant City Managee J11.111 DATE: January 25, 2006 o� RE: Call for Public Hearing — Sand Companies Affordable Housing TIF District BACKGROUND The Sand Companies have begun the site plan review process for their 48-unit apartment building to be located at the comer of new Highway 212 and the relocated Highway 101. This is going to be an affordable housing project, and they have received tax credits through the Minnesota Housing Finance Agency. As part of their tax credit application, the City provided a letter of support indicating that the use of Tax Increment Financing may be available to help make this project affordable. In order to begin the process of creating a Tax Increment Financing district, the City Council must call for a public hearing on the project. A full schedule of events is attached to this report. The entire process should be completed by April 30, 2006. RECOMMENDATION Staff recommends that the City Council call for a public hearing to be held on April 10, 2006 on the proposed establishment of Tax Increment Financing District #9. Approval of this action requires a majority vote of the city council. The City of Chanhassen • A growing communitywith clean lakes, quality schools, a chaning downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. SCHEDULE OF EVENTS CHANHASSEN ECONOMIC DEVELOPMENT AUTHORITY AND THE CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FOR THE PROPOSED MODIFICATION TO THE REDEVELOPMENT PLAN FOR THE DOWNTOWN CHANHASSEN REDEVELOPMENT PROJECT AREA AND THE PROPOSED ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO.9 (a housing district) Draft as of November 18, 2005 January 23, 2006 EDA requests that the City Council call for a public hearing on the proposed Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the proposed establishment of Tax Increment Financing District No. 9. February 3, 2006 Project information (property identification numbers and legal descriptions, detailed project description, maps, but/for statement, fiscal impacts to public works and police and fire services, and list of sources and uses of funds) for drafting necessary documentation sent to Ehlers & Associates. February 13, 2006 City Council calls for public hearing on the proposed Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the proposed establishment of Tax Increment Financing District No. 9. February 15, 2006 Ehlers & Associates confirms with the City whether building permits have been issued on the property to be included in Tax Increment Financing District No. 9. February 24, 2006* Project information submitted to the Carver County Board for review of county road impacts if necessary* (at least 45 days prior to public hearing). *The County Board, by law, has 45 days to review the TIF Plan to determine if any county roads will be impacted by the development. If the City staff believes that proposed Tax Increment Financing District No. 9 will not require unplanned county road improvements, the TIF Plan will not be forwarded to the Carver County Board 45 days prior to the public hearing. Please be aware that the Carver County Board could claim that tax increment should be used for county roads, even after the public hearing. [Ehlers & Associates will fax and mail on February 23 or 24, 2006.1 February 28, 2006 Letter received by Carver County Commissioner giving notice of potential housing tax increment financing district (at least 30 days prior to publication of public hearing notice.) [Ehlers & Associates will fax and mail on February 24 or 27, 2006.1 EHLERS SCHEDULE OF EVENTS — PAGE 2 CHANHASSEN ECONOMIC DEVELOPMENT AUTHORITY AND THE CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FOR THE PROPOSED MODIFICATION TO THE REDEVELOPMENT PLAN FOR THE DOWNTOWN CHANHASSEN REDEVELOPMENT PROJECT AREA AND THE PROPOSED ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO.9 (a housing district) March 10, 2006 Fiscalleconomic implications received by School Board Clerk and Carver County Auditor (at least 30 days prior to public hearing). [Ehlers & Associates will fax & mail on March 8 or 9, 2006.1 March 30, 2006 Date of publication of hearing notice and map (at least 10 days but not more than 30 days prior to hearing). [Chanhassen Villager publication deadline, March 23, 2006 — Ehlers & Associates or City of Chanhassen to submit notice and map to newspaper. If City chooses to submit notice and map to newspaper, Ehlers & Associates will provide language to the City by March 21, 2005.1 March 21, 2006 Planning Commission reviews the Plans. March 22, 2006 Ehlers & Associates conducts internal review of Plans. April 10, 2006 EDA considers the Plans and adopts a resolution approving the Plans. April 10, 2006 City Council holds public hearing at 7:00 P.M. on a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the establishment of Tax Increment Financing District No. 9 and passes resolution approving the Plans. [Ehlers & Associates will email Council packet information to the City by March 31, 2006.1 By April 30, 2006 Ehlers & Associates files plans with the MN Department of Revenue and the Office of the State Auditor, and requests certification of the TIF District with Carver County. i EHLERS CITY OF CHANHASSEN • P O BOX 147 CHANHASSEN MN 55317 12/29/2005 12:14:29 PM Receipt No. 0000183 CLERK: danielle PAYEE: Augusta Ventures LLC PO Box 10 Albany MN 56307 Admin Fees ------------------------------------------------------- Park Fees 148,000.00 Swamp Fees 17,954.00 Sewer Hook -Up 69,984.00 Water Hook -Up 141,840.00 Total Cash Check 1007 Change 377,778.00 0.00 377,778.00 0.00 Occ —U5 e w"" RECEIPT 41ffOF 7700 MARKET BLVD. • P.O. 8. 147 OH CIOMSSEN : 952) 227-110017 RECEIVED OF ) l u IZ No. 78255 DATE )� a ✓ W DESCRIPTION PERMA.IC. AMOUNT FUND SOURCE OSJ. PROG. y ,cko8 L- ax�ti F - '5 cb-1 0 G 1964 TOTALAMOUNT �1� �g CHECK ❑ CASH ❑ , DEPUTVTREASURER Gateway North 2.19 acres 48 units Fee Schedule 2005 Surface Water Management gualdy $2,241 / acre $4,908 quantity $5,957 / acre $13,046 Park fees 48 x $3,100 / unit $148,000 Sanitary Sewer 48 x $1,458 $69,984 Water hook-up $2,955 / and $141,840 Site In w/ development contract Street -light w/ development contract w/ development contract Admin Fee Building Permit w/ building permit Reoordi Escrow w/development contract GIS Fees w/development ooi.b. rotas Ito be paid in 2005 $377,778 Message • Page 1 of i Jamie J. Thelon From: Aanenson, Kate [kaanenson@ci.chanhassen.mn.us] Sent: Thursday, December 15, 2005 11:41 AM To: Jamie J. Thelen Subject: Sand Fees 2005.x1s Attachments: Sand Fees 2005.x1s Here are the fees to be paid in 2005. K 12/28/2005 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM of (952) 227-1100 To: Jamie Thelen Chanhassen Gateway Place LLC P.O. Box 10 Albany, MN 56307 Ship To: Invoice SALESPERSON DATE TERMS KTM 1/26/06 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 49 Property Owners List within 500' of GATEWAY NORTH/GATEWAY PLACE (49 labels) $3.00 $147.00 TOTAL DUE $147.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for February 7, 2006. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #06-05. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCAmNED • • AW i- A y. 5 ee- /'o" CZ. it Metropolitan Council Building communities that work December 21, 2005 Mayor Tom Furlong City of Chanhassen 770 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 RECEIVED DEC 2 3 2005 C17Y OF CHANHASSEN RE: Livable Communities Local Housing Incentives Account Application — Gateway Place Dear Mayor Furlong: On December 7, the Metropolitan Council approved grants to local units of government to support affordable housing development and preservation. These grants are funded through the Council's Livable Communities Local Housing Incentives Account. We are pleased to inform you that the city of Chanhassen has been awarded a grant of $300,000 to support the Gateway Place housing development. This grant is one of six the Council approved in the final LCA funding cycle of 2005. The Metropolitan Council is pleased to work with local communities through the Livable Communities programs. Working in partnership we know we can build better communities and a stronger region that will provide continued good quality of life for all our citizens. Congratulations on the award of this grant. Do not hesitate to contact us whenever you wish to discuss regional issues. Sincerely, n Peter Bell Chair cc: Todd Gerhardt, City Manager Guy Peterson, Director, Housing and Livable Communities w .metrocouncil.org Metro Info Line 602-1888 230 East Fifth Street • St Paul, Minnesota55101-1626 • f650 602-1000 • Fax 602-1550 • TT 291-09N An Equal OpPa Uy Employer Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. County of Carver ) CITY OF CHANHNNEPIN COUNTIES CARVER& COUNTIES Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized g y y NOTICE OF PUBLIC t1>,.AnnsG OF agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- PLANNING CASE NO. 06-05 lager and has full knowledge of the facts herein stated as follows: NOTICE IS HEREBY GIVEN that the Chanhassen Planni�nvCommission (A) These newspapers have complied with the requirements constituting qualification as a legal Will hold public hearingon Tuesday, February 7, 2006, at 7:00 p.m. in the newspaper, as provided by Minnesota Statute 331 A.02, 331A.07, and other applicable laws, as Council Chambers in Chanhassen City amended. Hall, 7700 Market Blvd. The purpose of this hearing is to consider a (B) The printed public notice that is attached to this Affidavit and identified as No. y 5 9 Subdivision request to subdivide was published on the date or dates and in the newspaper stated in the attached Notice and said property intothreelotsandtwooutlots Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of andaSitePlanrequestwith Variances the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both for the construction of a multifamily buildingonpropertyzonedPUD-Mixed inclusive, and is hereby acknowledged as being the kind and size of type used in the composition Use and located at the northwest and publication of the Notice: intersectionofHighways101andfuture 212-GATE WAY NORTH/GATE WAY abedefghuklmnopgz r vwxy PLACE. Applicant: Chanhassen Gateway Place, showing A plan showing the location of the Proposal is available for public review at City Hall during regular business Laurie A. Hartmann Hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Subscribed and swom before me on SharmeenAl- Jaff, Senior Planner Email: saliaffMci.chanhassen.mmusthis Phone: 952-227- dday of ��'T`r`¢� 2006 �" 1ger in the Chanhassen Villageron Thursday. January 26, 2006; No. M PIM- A EQGMIPublished 4596) BON An 21, 2010 Notary Public RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter.. .............................. $40.00 per column inch Rate actually charged for the above matter ............................................... $11.51 per column inch SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 02/02/2006 4:02:24 PM Receipt No. 0000435 CLERK: danielle PAYEE: Augusta Ventures LLC GIS list - Gateway North/Gateway Place 06-05 ------------------------------------------------------- GIS List 147.00 Total Cash Check 1016 Change 147.00 0.00 147.00 0.00 SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 O1/18/2006 1:01:44 PM Receipt No. 0000317 CLERK: danielle PAYEE: Augusta Ventures LLC PO Box 10 Albany MN 56307 Gateway North/Gateway Place 06-05 ------------------------------------------------------- Use & Variance 1,040.00 Sign Rent 200.00 Total 1,240.00 Cash 0.00 Check 1012 450.00 Check 1014 790.00 Change 0.00 SCANNED Location Map Gateway North/Gateway Place NW Corner Realigned Highway 101 & Future Highway 212 Planning Case No. 06-05 City of Chanhassen Lake Susan SUBJECT PROPERTY SCANNED Public Hearing Notification Area (500 feet) Gateway North/Gateway Place NW Corner Realigned Highway 101 & Future Highway 212 Planning Case No. 06-05 City of Chanhassen Lake Susan f 0 SUBJECT PROPERTY SCANNED 0 Planning Commission Meeting — February 7, 2006 0 co—o5 approach, which you've said you can't live with, and at that point yes. Your alternative is to take this and appeal it to the City Council. The City Council can make those kind of variances and grant those, you know grant what you're looking for. This commission I'm afraid can't do that without further information that we just don't have time to get. At Lake Riley we had requested this and the applicant in that particular case I'm thinking of, withdrew their application so that between city staff and us we could go back and re -work everything. It came out not exactly the way they wanted but I think they got something that was very livable and was better than what they had before. If the applicant wish to do that and negotiate a little bit with city staff and work on those things, we could certainly look at that. Otherwise I'm afraid the only alternative you're going to have is to go up to City Council and ask for other variances there where they can be granted. With that said, does anyone wish to make a motion? Papke: Mr. Chair, I'd like to make a motion that the Planning Commission denies Variance number 06-04 for a 19.61 foot front yard setback variance, a 19.8 foot front yard setback variance and a 6.05% hard surface coverage variance for the construction of a 3 stall garage on a lot zoned single family residential, RSF, based upon the findings of fact in the staff report and the following. Number 1, the applicant could make reasonable use of the property with a two stall garage. McDonald: Do I have a second? Zorn: I second. Papke moved, Zorn seconded that the Planning Commission denies Variance #06-04 for a 19.61 foot front yard setback variance, a 19.8 foot front yard setback variance and a 6.05% hard surface coverage variance for the construction of a 3 stall garage on a lot zoned single family residential, RSF, based upon the findings of fact in the staff report and the following: 1. The applicant could make reasonable use of the property with a two stall garage. All voted in favor except Commissioners Keefe, Larson and Undestad. It was a tied vote of 3 to 3. McDonald: So we have a split, 3-3. Okay, at that point then this needs to go to the City Council and what they can do is resolve the dilemma at that point. Thank you very much. PUBLIC HEARING: GATEWAY NORTH/GATEWAY PLACE: SUBDIVISION REOUEST TO SUBDIVIDE PROPERTY INTO THREE LOTS AND ONE OUTLOT AND A SITE PLAN REQUEST WITH VARIANCES FOR THE CONSTRUCTION OF A MULTIFAMILY BUH DING ON PROPERTY ZONED PUD-MMD USE AND LOCATED AT THE NORTHWEST INTERSECTION OF HIGHWAYS 101 AND FUTURE 212, CHANHASSEN GATEWAY PLACE, LLC, PLANNING CASE 06-05: 30 {CANNED Planning Commission Meeting — February 7, 2006 Public Present: Name Address Janice Schutter 8691 Chanhassen Hills Drive North Jacob Wert The Shelard Group Daren Laberee Westwood Professional Services Chris Moehrl Westwood Professional Services Sharmeen Al-Jaff presented the staff report on this item. McDonald: Go ahead Dan. Keefe: I have a question around parking. Is our ordinance, I'm not sure why we're short underground because of the predominance of 2 and 3 bedroom units versus 1 bedroom units? Al-Jaff: That is what. Keefe: Seems like our ordinance should be able to reflect a product that is more 2 and 3 bedroom units than maybe 1 and 2 bedroom units. AI-Jaff: It definitely is something that we can take a look at. Keefe: Because you're talking about the project and market demands more 2 and 3 bedroom product and just have some static parking number for underground, that really reflects a certain mix of product, right? I mean again, so the ordinance doesn't allow us to sort of have the flexibility in our product... Al-Jaff: Correct. If you wish to direct us to take a look at the ordinance, examine what other communities are doing as far as requirements for underground parking versus surface parking, we'll gladly do that. Keefe: Yeah, because I mean we're in a situation where we have a variance so to look at the hardship on it, so then I think well is really the ordinance set up to accommodate a product of this type, you know which really is predominance of a larger, or more better use. I wonder about that a little bit so. That's really the only thing I have. McDonald: Well if you want to direct staff, we can certainly do that. I mean I kind of agree with you that the ordinance. Keefe: Well I think it's something we should look at, yeah. I think it's something we should look at and, at the appropriate time so. I don't know if there's any urgency ... but it's definitely something we should look at. McDonald: You can put it off on your list for this year. Mark. Deborah. Debbie. sa ;9 31 0 Planning Commission Meeting — February 7, 2006 Zorn: Sharmeen, related to that, how does the park and ride actually help the parking situation? Al-Jaff: If you need to, residents of this building will have a choice. You can definitely be dependent upon your own vehicle, but in this specific situation you will have an alternative. If you need an alternative method of transportation, you have another solution. You do have the public transportation. You can take the bus. Zorn: So it's the transportation. That's not really helping the parking deficit? AI-Jaff: Yes, if I lived there chances, and I lived in a 2 bedroom or a 3 bedroom, I might opt not to own a car because public transportation is available to me and maybe whoever was living with me would have a vehicle. Zorn: I understand. I'm too tied to my car so I didn't think of that one. Al-Jaff: Aren't we all. McDonald: Kurt, any questions? Papke: Yeah, kind of continuing on that same thought. You know one can envision two possible scenarios here with the park and ride next door. One of them is I don't buy a car. The other one is, I have just as many cars but they stay parked all day long so, you can also look at the possibility that that actually makes the situation worst, which would even require more need for underground parking. Do we have any data, any market studies or statistics that would bear out a decrease in need for parking when you're in proximity to a park and ride? Do you have any data to make this decision on? AI-Jaff: The only situation that I am aware of is the one in Eden Prairie and I can promise you that before this item appears before the City Council I can check into those numbers. But I don't have those on me today. And again, the overall number of parking spaces exceeds ordinance requirements. It's the underground parking that is short. McDonald: I have no questions for you. Oh, okay. Larson: So if it exceeds on the outside, and it's deficient on the inside, is that per unit? Al-Jaff: The way this ordinance reads is, for the 2 and 3 bedroom, 1 % have to be enclosed. 1 '/_ parking stalls. Larson: How do you do that? Share a car with your neighbors. McDonald: The problem with fractions. AI-Jaff: If you turn to page 8, bottom of page 8. Larson: There it is. 32 Planning Commission Meeting — February 7, 2006 Al-Jaff: How the ordinance reads per 1 bedroom unit. 1 '/2 of which 1 has to be enclosed for 1 bedroom unit and then for a 2 bedroom unit, 1 %2 has to be enclosed. So for 1 bedroom, 1 has to be enclosed. For 2 and 3 bedroom, 1 '/2 has to be enclosed. Larson: That's dumb. Papke: Sharmeen, is it safe for us to assume that this is statistically based that on the average you need 1 %2? I mean obviously no one's going to be allocated 1 '/2 stalls. Al-Jaff: Correct. Papke: So statistically on the average it evens out. Perhaps a question for the applicant later would be how will those be allocated to the units. Al-Jaff: Sure, and that's something that we have discussed with them and it's 1 stall per apartment. Keefe: And the other question would be whether they are taking up the entire footprint on the foundation in regards to parking stalls. At least it looks to me like they are. I mean I'm not sort of taking the underground garage and just sort of cutting it in half and seeing what I can install. They're getting as many, it looks like they're putting pretty much as many car stalls as you can down there. So that then brings up the question, just sort of the size of the units and the appropriateness of the 1 %2 to those types of units. Al-Jaff: They will be able to provide... Larson: So we're basically going on the assumption that some people will have 2 cars, some people will have only 1 or none. So it all averages out really to 1 %. McDonald: Okay, moving along. Is the applicant here to present the case? Richard Hennings: I'm Richard Hennings. An architect with Sand Companies. Developer of the project. I think I would probably speak directly to the parking issue and part of the, I was actually surprised when I read the staff report because I thought I had so carefully followed the ordinance. Actually when we started the project I downloaded all your ordinances. It turns out that I should have updated them because you changed your parking ordinance, not in terms of total quantity but in terms of the number inside and so 1, that left me short but, and when I read the new ordinance, Sbarmeen is correct. I was at first then thinking gee, I should have been able to design this to fit enough in and so I went through a little exercise, and I'll just hand this out and it might be in support of what you're saying here. And because our building is a somewhat complex shape, I thought well perhaps that's what's doing it. It's not a very efficient way to park, and so the little exercise I undertook, mostly to show to myself whether I was being deficient or not said if you just took a typical 48 unit building and you said let's just make a box, you know that has to be as efficient as could possibly be in terms of parking. It doesn't make a very good building. And in this case I said you know, the building's need to be 64 feet wide. 33 0 Planning Commission Meeting — February 7, 2006 That's how you can park on both sides and if you subtract a 6 foot corridor, that tells you the apartments are 29 foot deep. Simple math, and then if you look at typical sizes of 1, 2 and 3 bedroom apartments, that really tells you how long each one is and I listed those there. Without even putting a pencil to paper you can kind of predict how long this building is and you can see then that by simply adding up the apartments, allowing a little bit of space for stairs and an elevator lobby, trash room and entrance, you get a building, 330 feet long. If you jump to the basement of that building with a garage area and presuming that the stairs need to come all the way down, as does the elevator and the trash area, and you take just a minimum amount of space for mechanical room and electrical room, I actually was able to get 62 parking spaces in that one so it's just a little bit more efficient than our building but I think, I hope not as, quite as nice looking. So I think if the logic says that we understand that 3 story apartment buildings are something that meets the market, I'm probably not the only one that can't meet your ordinance there. And I'm not sure, I was going to do the exercise with a whole bunch of 1 bedrooms to see if it helps because remember the 1 bedrooms are all smaller units and so I'm not dead sure that you could make it with 1 bedrooms either. You might get closer though, so I would just you know if you're, that's kind of an illustration of why we can't get more parking spaces in. Obviously there are architectural solutions that would do that. A building that was full two stories and only had half the units on the third floor, or something could probably meet that requirement, or a building where the basement was bigger than the building. Keefe: Two level parking. Richard Hennings: Pardon? Keefe: Two level parking. Richard Hennings: The other, someone asked the other question about how the parking spaces are allocated and with the rental of the 1 space will be allocated to each apartment within the rental. Then and we haven't decided fully yet but we've done this in other buildings, we basically do it either on first come, first rent, first serve basis or on a lottery basis, the additional spaces are allocated to people who want them. We don't have a way of charging for them so they won't be charged for it so they should therefore go to the people who need them to the point you know, when there are no more available so 48 from 61, there will be what, 13 units that are allocated the second space. And I guess with that I'd just ask if there are any other questions of us. McDonald: Any questions for the applicant? Dan. Keefe: Yeah just, can you give us a sense on sort of your target market is for this product? Richard Hennings: Yeah, this is a project that will be financed under the Minnesota Housing Finance tax credit program and so it's at a moderate income base. One of the reasons for the 2 and 3 bedroom units of course is we're aiming this at family housing and the, one of the rental requirements would be that people be at the, that the rents be no higher than 30% of the median income in the area, and that's part of the requirements to qualify for the tax credit basis. And that's working families I guess I'd say. 34 Planning Commission Meeting — February 7, 2006 Keefe: Gosh, I really like the architecture on it. This product type. I think it exceeded our requirements for landscaping, which I think is terrific and. Richard Hennings: I did want to point one thing out too about the stone product because it has another feature to it. The sample doesn't really show it. One of the things that we were interested in, and Sharmeen was interested in is not having it look like concrete block. A lot of that product looks like concrete block, and the sample doesn't demonstrate this but the product comes not in just 8 by 16 pieces, and so it will be laid up in what we call an ash or a pattern. The pieces are available all the way from 4 by 4 up to 16 by 24 and that's what really is going to make it look like stone is that it won't, you know every piece won't be 16 inches and it will not have horizontal coursing marks on it so. This particular product is from Master Block Aggregate Industries but, right over on Highway 169. Anchor Block makes the identical product so there's the manufacturers of it so. McDonald: Mark. No? Deborah? No? Debbie? Kurt? No? I have no questions either. At this point I will open the meeting to the public. Anyone wishing to make comment, please come up to the lectern. State your name and address and we will listen to your comments. Okay, everybody's here for the next one. At this point I will close the open meeting and I'll bring it back up to the commissioners for discussion and comments. Dan. Keefe: Well I think you've done a great job in working with us and coming in and, over a couple of time periods and sort of prepping us on this thing. It's great. I like the architectural design. I like the ... which is great. I like the top off. The access to the trail system is a good thing so I support this 100%. McDonald: Mark. Undestad: I agree with Dan. McDonald: Okay. Deborah? Zorn: I agree. McDonald: Okay. Papke: Yeah, great job. The first time we saw this I was really taken aback. It looked like this huge one long bunker along Highway 101 and I think you've done a great job of breaking up the sight lines and provide angles and as long as we don't misconstrue that area, the tower out in the front as being a silo like some of the other proposals we've seen, I think we're in good shape. McDonald: Okay. Keefe: Just one point additional question for staff. On item, under the site plan number 3 it says additional information must be submitted pertaining to the site. What additional information being what, just a clarification on that. 35 Planning Commission Meeting — February 7, 2006 AI-Jaff: What page was that? Keefe: I'm sorry, that would be page 16. You just say you're looking for, or what are you looking for there? Undestad: On the fence. Keefe: Yeah. Al-Jaff: Oh, on the fence. Keefe: So you're looking for what? Just as additional information looking for what? A plan? Are you looking for, what are you looking for? Page 16 of 18, number 3. Richard Hennings: ...I actually brought some copies, just another perspective to happen to show that. AI-Jaff: Yeah, it's just, I need the height of the fence and the materials. Just we wanted to make sure that it's compatible with the building. Keefe: Okay, thank you. McDonald: Well I guess the only comments that I have is I agree with everything the commissioners has said. You put together what looks like a very good product that will fit in that area quite well, and also I guess our hats are off to you for pointing out a weakness in our ordinance for parking, which we will revisit and we will see about coming up with something there. Okay, do I have a motion? And I think I'm looking for two. Larson: I'll do a motion for you. Is that this one? McDonald: That's the first one. Larson: The Planning Commission recommends approval of the preliminary plat for Planning Case 06-05 for Gateway North as shown on the plans received January 6, 2006, subject to the following conditions 1 through 16. And the Planning Commission recommends approval of the Site Plan with a variance for the reduction of 9 enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions 1 through how many have we got here? McDonald: It looks like 20. Larson: 1 through 20. McDonald: Do I have a second? 36 Planning Commission Meeting — February 7, 2006 Keefe: Second. Larson moved, Keefe seconded that the Planning Commission recommends approval of preliminary plat for Planning Case 06-05 for Gateway North as shown on plans received January 6, 2006, subject to the following conditions: Submit storm sewer design calculations with fidl-size drainage map for a 10-year, 24-hour storm event. 2. Work with staff to revise the pond design calculations for the 10- and 100-year storm event. 3. Realign Lot 1, Block 2 full access perpendicular at Highway 101 and Lake Susan Drive intersection. 4. The applicant is required to coordinate with MnDOT on the full access at Lake Susan Drive and the storm pond outlet control sewer construction. 5. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. 6. On the grading plan: a. Show an emergency over flow. b. Show stormwater pond easement. c. Show silt fence Type II around the proposed pond. d. Extend Type I silt fence to the north along the west side. e. Show minimum 75-feet construction rock entrance. f. Add a bench mark. On the utility plan: a. Show the watermain within the street Right -of -Way as a public utility. In. Revise the existing sanitary sewer flow direction. c. Add a note that any connection to any existing structure must be core drilled. d. Show all utility sewer pipe type, class, and size. e. Show all utility manholes rim and invert elevations. f. Add a gate valve to Lot 1, Block 1. 8. Plan and profile views are required for the entire public utility. 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 37 Planning Commission Meeting — February 7, 2006 10. On the plans, show the pedestrian ramps and a sidewalk connection between the south and north sides of proposed Lake Susan Drive. 11. Temporary easements are required for any off -site grading. 12. The applicant must provide a proposed haul route for review and approval. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 15. Add City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, and 5301. 16. On the site plan, show the dimensions of the parking stalls and driveway widths. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Larson moved, Keefe seconded that the Planning Commission recommends approval of site plan with a variance for the reduction of nine enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions: 1. The applicant shall replace the Colorado blue spruce specified on the landscape plan with an alternate evergreen species. 2. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be set back a minimum of 10 feet from the property line. 3. Additional information must be submitted pertaining to the height and materials used for the privacy fence located east of the tot -lot and picnic area. 4. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. 5. Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. The storm water pond should be platted in an outiot. 38 Planning Commission Meeting — February 7, 2006 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tpe of Slope Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. 8. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. 11. To minimise tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips shall be placed around the building in amounts sufficient to control rutting. 12. The plans shall be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. 13. Silt fence (Chanhassen Type 1) shall be installed around the north and east side of the pond within 24 hours of permanent outlet installation. 14. The plans shall be revised to show inlet protection for sediment during construction for the trench drain at the garage and shall include a detail. 15. Submit a detailed lighting and signage plan consistent with the Chanhassen Gateway PUD Development Design Standards. 16. Building Official conditions: a. The building must be protected with automatic fire sprinkler systems. 39 0 r Planning Commission Meeting — February 7, 2006 b. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. An accessible route must be provided to the building, parking facilities and public transportation stops. d. All parking areas, including parking garage, must be provided with accessible parking spaces. e. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. f The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 17. Fire Marshal Conditions: a. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. b. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. c. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. c.l 1-1990 regarding fire alarm systems. c.2 4-1991 regarding notes to be included on all site plans. c.3 7-1991 regarding pre -fire drawings. c.4 29-1992 regarding premise identification. c.5 34-1993 regarding water service installation. c.6 36-1994 regarding proper water line sizing. c.7 40-1995 regarding fire protection systems. c.8 06-1991 regarding fire lane signage. c.9. 52-2005 regarding commercial plan review submittal criteria. d. Show on utility plan location of post indicator valve (PIV). e. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 g. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 18. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 40 Planning Commission Meeting — February 7, 2006 19. The applicant shall enter into a site plan agreement. 20. The building shall comply with the Planned Unit Development building setback requirements." All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: HALLA GREENS (AKA CHANHASSEN SHORT COURSE): REQUEST FOR A SITE PLAN AMENDMENT (2003-07), CONDMONAL USE PERMIT AMENDMENT (2003-04). AND VARIANCES FOR THE CONSTRUCTION OF A GOLF COURSE ON PROPERTY LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION OF GREAT _PLAINS BOULEVARD (HIGHWAY 101) AND PIONEER TRAIL. APPLICANT: JOHN KOSMAS — PLANNING CASE NO.05-39: Public Present: Name Address John Kosmas Don Halla Sandy Halla Erik Olson Dennis & Nancy Mills Tom Jessen Tom Anderson Elizabeth Smith Mikkelsen David & Sharon Gatto Steve McMeen Kathy Asplin Magdy & June Ebrahim Tom Gertz Gaye Guyton Judy Walstad KKE Design, 6112 Excelsior Blvd., St. Louis Park 6601 Mohawk Trail, Edina 6601 Mohawk Trail, Edina 9855 Delphinium Lane 9510 Foxford Road 9570 Foxford Road 9371 Foxford Road 9591 Foxford Road 9631 Foxford Road 9391 Foxford Road 541 Pineview Court 521 Pineview Court 10001 Great Plains Blvd. 10083 Great Plains Blvd. 10071 Great Plains Blvd. Sharmeen AI-Jaff presented the staff report on this item. McDonald: Okay. Dan? Keefe: Let me start with the lighting. How many light standards are we talking about in the parking lot, do we know? How many light standards? I presume they are on poles and would be cast downward, correct? Al -Jaffa Correct. If you turn to the last page of your staff report... 41 City Council Meeting — Feerruary 13, 2006 e. Resolution #2006-09: Capital Improvement Program: Authorize Purchase of 2006 Vehicles and Equipment, PW016LLL. g. Southwest Metro Transit: Approval of Amendment to Joint Powers Agreement. h. Resolution #2006-10: Sand Companies Housing District: Call for Public Hearing on Proposed TIF District #9. i. Campbell Knutson, P.A.: Approval of 2006 Legal Services Agreement. j. Resolution #2006-11: Hazard Mitigation Planning: Approval of Resolution to Participate in Carver County Planning Process. k. Stonebridge Wireless: Approval of Lease Agreement. 1. Approval of Joint Powers Agreement for Carver County to Act as the Absentee Ballot Board. m. Approval of Contract with CBO, Bank for the Fourth of July Street Dance. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 1(f). APPROVAL OF APOINTMENTS TO SLOW -NO WAKE TASK FORCE FOR LOTUS LAKE. Todd Gerhardt: Mayor, council members. I'd like to pull off Rick Eberhart from the task force and make it a 7 member board. Mayor Furlong: Okay. Is there any discussion on that? Councilman Peterson: Motion to approve. Councilman Lundquist: Second. Mayor Furlong: Made and seconded. Audience: Is there a reason for that? Todd Gerhardt: He's not a resident of the City of Chanhassen and it was my belief that we shouldn't have somebody outside the community helping us create policy. Audience: And why not if there's still other people who have expressed interest... Mayor Furlong: If I could, sir just a minute. We will discuss this. Be happy to discuss it. Please come up to the microphone and state your name and address. CHANHASSEN CITY COUNCIL REGULAR MEETING FEBRUARY 13, 2006 Mayor Furlong called the meeting to order at 7:05 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Furlong, Councilwoman Tjornhom, Councilman Labatt, Councilman Lundquist and Councilman Peterson STAFF PRESENT: Todd Gerhardt, Roger Knutson, Justin Miller, Paul Oehme, Jerry Ruegemer, Todd Hoffman and Kate Aanenson PUBLIC PRESENT FOR ALL ITEMS: David Jansen Chanhassen Villager Debbie Lloyd 7302 Laredo Drive Thomas Schwartz 7376 Bent Bow Trail PUBLIC ANNOUNCEMENTS: Mayor Furlong: Thank you and welcome to everybody here joining us this evening and those watching at home. I'm glad you took the time to join us tonight. I'd like to start with, have one item and ask for other modifications to the agenda. There was a distribution of consideration of a change order to the Highway 212 project relating to the Powers Boulevard bridge improvement, and we'll add that as item number 6. Without objection. Are there any other modifications or changes to the agenda? CONSENT AGENDA: Councilman Lundquist moved, Councilwoman Tjornhom seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: a. Approval of Minutes: -City Council Work Session Minutes dated January 23, 2006 -City Council Verbatim & Summary Minutes dated January 23, 2006 Receive Commission Minutes: -Planning Commission Work Session Minutes dated January 17, 2006 -Park and Recreation Commission Verbatim & Summary Minutes dated January 24, 2006 b. Lake Ann Beach Lifeguard Contract: Approval of 2006 Contract. C. City Code: Approval of Amendment to Chapter 18 Concerning Park Dedication Requirements. A ��c r � I I i GA TEWA Y PLACE 4 Scl fJ[.Puv1 TnM Ae�r1_ p1Hu 1l1 OjPn !f]01 ]NJ/N Yu�(JIOI JNJIJY Chanhassen, Minnesota Mbh": Su6mgsia� HYW' 3C.•19rN'u�prr�r SCANNED March 2, 2006 Area calculations for the proposed plat of GATEWAY NORTH, Carver County, Minnesota Lot 1, Block 1 = 49368 sq. ft. (approx. 1.13 acres) Lot 1, Block 2 = 95489 sq. ft. (approx. 2.19 acres) Lot 2, Block 2 = 89074 sq. ft. (approx. 2.05 acres) OUTLOT A = 16891 sq. ft. (approx. 0.39 acres) Right of Way State Trunk Highway No. 101 north of proposed Lake Susan Road = 4641 sq. ft. (approx. 0.11 acres) State Trunk Highway No. 101 adjoining Lot 2, Block 2 = 10099 sq. ft. (approx. 0.23 acres) State Trunk Highway No. 101 lying west of the east line of Section 23 = 7042 sq. ft. (0.16 acres) Richard A. Hennin AU •: SCI Architect Sand Compatues, Inc. Office: (320) 202-3100 ♦ Construction/Design Build Fax: (320) 202-3139 ♦ Property Management Direct: (320) 202-3126 • Development E-Mall: RAHenningsC&SandCompanies.com Website: w SandCompaniescom 366 South Tenth Avenue, PO Box 727, Waite Park, MN 56387-0727 CITY OF CHANHASSEN RECEIVED MAR 0 3 2006 CHANHASSEN PLl.NNING DEPi Gateway North Chanhassen, MN Engineers Estimate For Work Within R.O.W.: Est. Qty. Est. Qty. Unit Total Unit Total Total Price Price (Plan) Plan) (Bid) West Sidewalk East Sidewalk 8" DIP Watermain (All Depths) 8" GV & Box 8" PVC Plug Fittings (Ductile Iron) Wet Tap Existing WM 6"Ped. Ramp LF 228 228 $18 $4,104 LF 362 362 $18 $6 516 L.F. 206 206 $24 $4 944 EA 2 2 $900 $1 800 EA 1 1 $18 $18 LBS. 405 405 $6 $2 228 EA 1 1 $2,500 $2,500 EA 3 3 $450 1350 6' Sidewalk: includes 6" depth Concrete and 4" Class 5 Sub. Total: $23,460 CITY OF CHANHASSEN RECEIVED MAR 0 3 2006 CHANHASSEN PLANNING DEPT SCANNED KNOW All. PERSYWS BY Th SE PRESE'NM That Chanhassen Oemfopment LLC, a Minnesota flmited liabifify company, fee owners of the following described property situated in the County of Carver. State of Minnesota, to wit: That part of the west half of the Northwest Quarter of Section 24. Township 115 North, Range 23 West. Carver Counly. Minnesota described as follows: Commmcng at the Northwest Comer of said Section 24, thence along the west line of said Sectiorp 2S South 00 degrees 01 minutes 22 seconds Cost, a distance of 1495.27 feet to a point that is described as the Point of Beginning of Tract B in Document No. 306531, an file and of record in the office of the County Recorder and said point also being an the northedy Right of Way line of Highway 312 as shown on Minnesota Department of Trmsporfation Right of Way Plot Na. iG-17 Carver County, Minnesota; thence along Bald northerly Right of Way line, North 00 degrees 0f minutes 22 seconds West a distance of 174.31 feet at the Point of Beginning of the Tract of land herein described; thence along said northerly Right of Way line, the fallowing two (2) courses; thence South 89 degrees 33 minutes 41 seconds East, a distance of 63.00 feet,, thence South 00 degrees 01 minutes 22 secanda East. a distance of 134.66 feet to a earner of said northerly Right of Way line common with the northerly, line of a certain tract of land described in said Doc. No. 306531; thence northeasterly along said northerly Right of Way line common with said Document No. 306531 the follawbig three (3) courses, thence along o curve, concave to the sauthenct whose dements ore: are length of 419.19 feet mdrus of 4669.60 feet, central angle of 05 degrees 08 minutes 36 seconds and a chard that bears North 61 degrees 09 minutes 27 seconds East, o distance of 419.05 feet thence North 19 degrees 12 minutes 32 seconds East, a distance of 49.59 feet; thence North 7I degrees 27 minutes 35 seconds East o distance of 67.79 feet to the intersection with the westerly right of way line of Trunk Highway No. 101 as shown an said Mlnnesoto Department of Trumparfafion Right of Way Pic( No. 10-17,, thence northerly along said westerly line, the following two (2) courses' thence North 01 degrees 48 minutes 38 seconds East, a distance of 414.90 feet; thence North 20 degrees 41 m/ntues 17 seconds West a distance of 38.07 feet to the Mtersectfon With the southerly right of way line of Lake Susan Drive as shown an said Minnesota Department of Tronspartolian Right of Way Plat No. 10-17; thence southwesterly 010179 sold southerly line of Lake Susan Drive the following four (4) cour. s: thence along a curve, concave to the south, whose dements are: arc length 75.42 feet radius of 250.00 feet. central angle of 17 degrees 17 minutes 09 seconds and a chord that bears South 56 degrees 55 minutes 3J seconds West, a distance of 75.14 feet; thence South 4A degrees 16 mintucs 58 seconds West, o distance of 225.39 feet; (hence along a aurae, can cave to the north, whose dements arc: arc length of 254.20 feet, radius of 350.00 feet, central angle of 41 degrees 36 minutes 49 seconds and a chord that bears South 69 degree& 0.5 minutes 22 seconds West, a distance of 24865 feet; thence .South 69 degracs 53 minutes 47 seconds West, o distance of 47.02 feet to sold west line of Section 24. being also the centedine of the existing right of way far Trunk Highway No. 1O1 and also on easterly line of the plat of Chanhassen Hdls Jrd Addition, a plot on fife and of rerard in the office of the County Recorder, Carver County, Minnesota, thence along said west fine of Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 305.89 feet to the Point of Beginning. that part of the west hair or the Northwest Quarter of .Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of sold Section 24; thence along the west line of said Section 24. South 00 degrees 01 minutes 22 seconds East a distance of 72Z22 feet to the Point of Beginning of the land herein described; thence continuing along said west tine, South OD degrees 01 minutes 22 seconds East o distance of 187.88 feet to northerly line of Minnesota Department of Transportation Right of Way Plat No. 10-17. o plot that Is on file and of record in the office of the County Records, Carver County, Minnesota; thence along said northerly Ana of Minnesota Deportment of Transporfation Right of Way Plat No. 10-77, the following four (4) courses: thence North 89 degrees 53 minutes 46 secands East o distance of 46.89 feet; thence along a curve corlcove to the northwest whose dements are: ore length of WL57 feet, radius of 250.00 feet. central angle of 41 degrees 36 minutes 48 seconds and a chord that bears North 59 degrees 05 minutes 22 seconds East, a distance of 17761 feet; thence North 48 degrees 16 minutes 56 seconds East a distance of 225.39 feet thence along a curvy concave to the southeast, whose elements ore arc length of 61.18 feet, central angle of 10 degrees 00 minutes 57 seconds and a chord that boars North 53 degrees 17 minutes 27 seconds East, o distance of 61. 11 feet to the intersection with the south line of the north 660 feet of said west half of the Northwest Quarter,• thence along said south tine. North 89 degrees 19 minutes 33 seconds West a distance of 397.t4 feet to the easterly right or way line of Highway No. 101, being also the most northeasterly comes of a certain tract of land deeded to Bell Telephone and described In Document No. 90735, an fnle and of record in the office of the County Recorder, Carver County. Mlnnesoto; thence southeasterly, southwesterly and northwesterly along the lines of said certain tract of land deeded to Pelf Telephone in Document No. 90735, the following three (3) courses: thence South 26 degrees 47 minutes 09 seconds East a distance of 241.31 feet thence along a curve, conrnve to the northwest, whose elements are: are langth of 85.00 feet radius of 506.30 lest central angle of 09 degrees 37 minutes 07 seconds and o chord that bears South 66 degrees 55 minutes 58 seconds West a distance of 84.90 feet thence North 19 degrees 16 minutes 30 seconds West a distance of 192.70 feet to the Point of Beginning U21r That pot of the Southeast puarter of the Northeast Quarter and the Northeast Quarter of the Northeast Quarter of Section 23, Township lift North, Range 2.3 West. Carver County described as follows., Beginning at the southeasterly comer of Trunk blighway No. 101 as dedicated an the plat of Chanhassen HNS 3rd Addition, a plot an rde and of retard in the Office of the County Recorder Caner County. Minnesota, being also an the westerly fine of said Section 24, being also an the centerline of said Trunk Highway Na. IO1; thence South 00 degrees O1 minutes 22 seconds Fast along said centerline, a distance of 212.17 fee( to the southeasterly comer of a certain tract of land deeded to Mentor Development Corporation in Document Na 104301: thence along the southeasterly line of said Oacument Na 104301, South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the cost line of sale Chanhassen Mis kd Additian; thence along said east line, North 00 degrees it minutes 39 seconds Wesf, a distance of 234.30 feet to the Mcdhwestedy comer of said dedicated part of Trunk Highway No. 101; thence along the southody line of said dedicated part, North 69 degrees 41 minutes 51 seconds East, a distance of 31.87 feet to the Point of Beginning. Has caused the some to be surveyed and plotted as GATEWAY NORTH and does hereby dmate and dedicate to the public For public use forever the highway, and o/so dedicate the easements for drainage and utdtty purposes as shown on the plot. SCANNED SCANNED W cm C N o g _w oN z w z u 7 = a U z LLW y w O¢ � Z U = U F ® i s� e� 6 4 e 3 J� •.? Fy 2 . de � � o �:a� � �8 Fi d4 � •^ 5.1F R ,• i<'< ,°c�J a@y �±§y�� S iee ltl Til8 oil VOi' [.• - � � <"b4 i pry..; °� @y \[ ••<��•[•� e•'^` t'I�, �'ba � �•a'•�'`' i I nee@'< •� 11. [ V 9 &� I� Y v tj r cc Z$ ,? •' L _ @I, 5' I I a jJ F �i I•-°i4= i< I fB' � .,,. 4 .... � 14 1 %• 3vN0 ` 4 � o �'♦ Ga ... I ,vim Ira !;.:'3.^.5 3N:': y /3' qa I tl i�''•'�Gt-.� a s tt' v I + I I �,g f Y ; i E.i 1. L .X z ov Jrcvn. a JJ346 � � « 13 � � � � { ] { )• !a %|! ) � | m. , d � GA TEWA Y NORTH MNOW ALL PERSLRS BY MESS PRESENTS' Mal Chanhassen Niellpment LLC. 0 Minnesota Ivnifed liability con ip.y, lee owners at the following describes pcpmty situated in the County of Ca . Slate of Minnesota. to wit Me' Pal of the west half of the Northeast Cuarter of Section 24. Theresa, 116 North. Range 2J West. Cow County. Minnesota described as (dhows: Conmencng of the Northwest Caner of sad Sectlan 24. Mmce along the west Fine of said Section, 24. Smfh W ifeyxs 01 minutes 22 secands Emf. a distance of 149527 feet to o poem that is OesaUed es the Vast of Beginning- of M1xf B in Afouneenf No. JO65J1, on Me aW of record in the aft of the Counfy Recorder and shed Pont tlsa being be the nnMaly Riot of Xby line of Highway 312 as shown an Minnesota deportment of iransPoilatwn Right of Nay %I No. 10-17. Cie a Canty henssofh' thence along shd northern, Right of Way Ina, N.M W debases 01 minutes 22 secmds Mtrzt. is bolow,e of 124.31 feet of the Pouf o1 Beginning of the I t of ford herein deseidMthence along edd north ety Right hf 1by je e. the f f esewq 1. (2) courses: h_. Sa.M 69 degses 33 mnufes 41 seconbs East. o diets. of 6JW het: thence South 00 degrees 01 mnufes 22 seconds East. a balance of I,H.6fi feel to o canter of eaH nafhaly Right of WOy free connion with the naMMy free of o crlon !race of land descnbel in said Doc. No. JO6 , thence narfheashoey dm9 sold northerly Right o1 May fine con-. with said M cumsof NO. M6531 the folowing three (3) courses: thNow a., is caw concow to the southwest. whose dements ore we length of 019,19 Wt. locus of 4 9,60 het. cmfaal angre of 05 degrees W mnufes M wands and a toad that boos Ninth 61 degrees 09 minutes 27 secands East. a dsfanu of 41905 reef, thence North 19 degees 12 minutes 32 secods East, o disfo¢e of 4959 feet Mmce North 21 degrees 22 mnufes 35 wands East, o eistance of 6229 feet to the nfarsectlan with the west My right of way lone of Tnnk High., No. 101 os shown m seed Mimseafes Oeyatmenf of Trmspofofkn Right of Way Plot No. 10-17. thence nafhMy dang said westerly Tree. the fdlowng two (2) cmrsem thence North 01 degases 48 mnufes JB secands Eosf, o dstance of 414,W feet, thence North 20 degrees 41 mnfues I) secands West o distance of J907 reef to the nfereacfim with the southerly right of why free of Late Susan Orin, as shown m sad Mnnesoto Dpafinenf of ironpafolian Ryat of We, Plat NO 10-17. Mince swfhewsfMy dm9 said smthMy Ile or Lake Sus. Dew the fdlawng four (4) courses' thence anonalone o cvrw, w to Me south. whose dements we arc length 2542 feet. radius of 250,W feet. central gl of 17 deafness I) minutes 09 seconds and o chard that Dews South 56 degrees 55 minutes JJ seconds west, o distance or n 14 feel; thence S.th 48 debases 16 mnfues 58 seconds West, a distance Of 225J9 feet. thence Want, a cy to the nwN fh, whose em mfs Ore. aan,/ length of Z54. 20 f. rodvs or JWX feet. entail angle of 41 deyess JS mnufes 49 sa.ds and o Chad that bears SmM 69 degrees 05 mnufes 22 seconds west, o distance of 24865 feet', thence Smfh 89 deafness 5J mnvtes 47 seconds west, o disf.ce of 4202 feel to sea west Ile of Section 2e, being also the centWne of the esnfng ,he of woy fa Monk Highway No. 101 and also an east" the Of the slot of L Owhass. HNs Sd AOdifim, a plot . his and Of retard in the office of the Comfy Recwdwn, Cow Cmnfy. Mn wreali: thence when, sad west one of Section 24. South W dinoves 01 mnufes 22 secands East. a alsfance of J0589 Net to the Point of Ba,inknq Ref Pat 01 the west half or 'be N Ihwesf Wong of Secfim 24. Townsby I76 Nafh, Range 23 Mkst. Cases Comfy Minnesota desobeei as fWows Commsacn9 of the Norlhessf Coma of sac Section 24, thence dm9 the west line of said 5ecli. 24. 5mM W dogesse 01 -iwhs 22 seconds Emf, is distance of 22722 We to the Point of Begnnng of the land owns. descrbael thence continuing deny sold west line S ffi W degrees 01 mnufes 22 seconds East a b'stmce of 18288 feel to northerly Ile o) Mnnesofo Devorfinenf of Trarspofafion Rigtt of Mby plat No 10-0. a plat that is . No and or necod in the office of the County Recede, Carr Cwnfy Winnesofo: thence d.9 said northerly line o/ Minnesota Oparfinenf al M.spwtafi. Right o1 Mby Plat No. 10-I2, the Wowing /our (4) coaststhence North 89 degrees 53 minutes 46 seconds Cost a distance a/ 4689 /wet thence don, a cw to Me northwest, whose eanents o arc length or 181.57 bet radius of 250W feet, central.gecat 41 degrees 36 mnufes 0 seconds and a Chad that bears North 69 degrees 05 mnufes 22 seconds East o distance of I77,51 test. thence NpM 48 degrees 16 -mutes 58 secands Eosf a ceetai of 225.39 /eel, thence dang a cwe to the s.Meosl, de ments ements We. arc length of 6L 18 feet, central .,Is of 10 degrees W mwhites 52 sconde and a chard that bear North SJ degrees If minutes 22 sweat Ewe. o distance Of 61 It feet to the nfesecfi. with the smM no Of the nwfh 660 feet hr said west half of the Northwest Wo l,. thence dang said smfb fine Nmfb 89 degrees 19 rules 33 seconds west o Nsf.ce oI J91. 14 feet to fore emfMy right of way on, of Nigh., No. 101. being also the meet nwfheosliely cone Of a Colown tract o/ and deeded to Be Meeph.e and arecrbed . document No. 90235 on Ne end of record in the allies of the Cwnfy RecaOa. Caw C.nfp Iton.fa thence s.MsfMy s.lhwesfMy and newthweelety along the Inss of said cwnfau h.f of two deeded to Ball TNph.e in document No 90735 the lWoe079 (Mee (J) courser Ihence South 26 degrees 42 inmates 09 seconds East a distance of 24131 be[ thence along, o case. concme to floe mrebeest Mere dowents ara we length of MW feet. radius of 506.J0 heat. central angle of 09 degrees 37 minutes 07 secands and a Chad that bears South 66 degrees 55 minutes 58 seconds Whit is &".ce of ete.90 feet thence Ncwth 19 deafnses 16 -mutes JO secands Mks( o d3fance of f9220 feet to the Pouf of Begnnbg Mal oaf of the Smthwesf Water Of the Nafhemt Wafer end the Northwest Water of the Northeast Worfer of Section 23 law-wh, 116 Abi Range 2J West. Cib a Courtly desOrbed as follow, Beginner, of the smfheasfaly coma or Trvnk Highway No. 101 as dedkafed on the ,let of ChmMoseen Note bd Addition, a aloe on file ond of record in the Office of the Cmnly Recorder. Carom Cwnfy, Minnesota, being also on the westerly line of said Section 24. bent, also on the c.lerine of said irvnk Highway No. 701. thence South 00 d�wrens tract ei land de22 w m Mweta Dent East, ofon, ad c t Cb.e, leanein st Omumenl2,17 east to t No JNMI:fhe thpcet dang the ema of a mfheosfMy line of said Omumenf No. 'NMI. SWM 54 degrees 25 minutes, JJ spends West, o distance of Jfl J2 east to the earl line of said GWhass. HMs 3rd Addition: thence don, sold east face, North W degrees 11 mnufes 39 secands Mks(. o dfsfoace of 231,30 feel to the smfhwesfaly tamer of said dedicafM pwf ar rnmk Highway No. 101. thence Bonet fin smlhMy face eI said emboofM pot. North 89 dgrees 41 mnufes 51 seconds fast a disfeace of JL82 feet to Me Pent of 9,-e, Has cou5ed the sane to be wrwywd and ,lofted m 6AIEWAY NORM and does herMy donate and deacofe to the public Ine public use /awe the highway and also uMicofe the easements for Mo.age end ✓(lily Pa,soses as shown on the plat In NMess nherear sod Pwhossen Ne 1pmene, LLC o MinnesOta limited liability company has caused these Presents la be sgned by Is proper officer Mis _ day o/ 200. CHARMISSEM DEKlagh"T, LLC By Wt this, Mmo9er STA 1E pea TA E "Lr Me loregang nstrenenf was ockrow ed vee before me this _ coy of 20V by Sheldon Wt. Chief Manage o1 Chanossm OeMopmmL LLC a Minnesota, Imifed liability ttn,any. - behalf of the carpany By Notay Public. Comfy Mnnmafa efe, Commission Espem 1 hereby, certify Mat I hose surveyed and ilefleat the prpafy beacni ed an this plat . 6A IEWAY NORN,; that this Plot onecf rpresentabon of the wrKy, that at dnffimces ore carKby shown on The plat in feet and hundredths of o Imf: that WI mmumenfs win be camectly Placed in the ground as shown, in acceebeence to Mnnesofo Slofufes. Section 50502. Subd 1. that the outside baundoy hoes are carecffy designated on the plot: and that Mae w wetlands as defined An Manse to Slolvfes. Section W5.02. 5tbd I a pudic highways to be designated other than as shown. By Renew Metes, Lend Swwon y Wannesela License No. 418W SUM W 100EWA Lp.RIy 0' The Iaeyo in9 S ,iawe Cafi6mfs eon acknowledged bsfae ens this coy Of ZW by Wren L. Ohre, Lod S ,ew. Miwesofo License No. 41890. ey Nefay Puhlic. County Minnesota uy co n- i si. Cpefe OMN10ISSEX 6011ESBTA Mis plat of GATEWAY NWN was aPPraswd one mcpbd by Nine City Cmnce of the City of CYn.hossen, Afmnesoto. of a regdor mosting M1Nd this coy of IW and is in carnplionce with the ,,oilers of Minnesoto Stafutes. Section 505. 04 S Iwf 2. CITY CWNCM Lr ME CITY tY CNANNASYN. McWSOIA By Moyer By =JAIN SIARWYM Caw County Minnesota Pursuant to Chiller J95. M.nesofo Lows o11971. to. pbf has bees epproeed this coy of 2M Cie. By bbn E Frarnpr, Cow Canty Swwyar C MAI ran Caw County Mn.rooto I bereby cooly toot roses p yade in and prim poor base been Paid ra IOM beso.LM . this Pot Oafed Mis day h1 200 By Monk Lundgren, Conw Coudfy Audto- COINIY RCCp4MBP. Cone County. M.nesofa I bares, certify that this plat o1114IEWAY NORM ores fled this _ day e1 ZW at o'clock _ M as Oocumpf NO, BY Co1 W. Hanson J. Cara CaMfy RecaWr CITY OF CHANHASSEt RECEIVED MAR 0 3 200t CHANHASSEN PV.NNING DU Sheet I or 2 sheets SCANNED L---_----1 GA TEWA Y NORTH a`pI' I SITE I Zfl. I �sls ICI A I I �— rvrrr rrrC..v L� ✓c_: wlrrnurr Vi llrr,l v,;: JVr,l.,ll✓I. Ivvf>T Vi rmr ,J°mil rrV. ,✓ .'/ YC,M/ N. T 116. R 2J V1CTY MAP . NO HF -------r`--- - -------------- I 41 I v ut, uv..•.'� \\ � a`4% Lam.{ +6'ugJ} \� rr: to h �� i `\ \• kf6 b 1 T �i � •: I \\ am ��. 8 \ A S I .> or, 1> - - MUW2 NO p• • Y M T YC Z4 I srq[e. SJ,) f s/Ypll 1 P ul. s9 soo•oo'se t �gp ro \ \ OD, \ Vb -\ \ \ /6/M1(A4Y9 rle m cl vL1Naj6 ooC u w,Js-___ 1018 187.88 So 071 \ rcow q v✓ : ✓,C - u9sav S 1:1 ;t%i.,.Yri.-',...,..G �.'I i]CLv..r., ..l ,;✓✓Irlv.r I IIQ 2 30 O 50 100 150 Score n feet C�{ Scafe: 1 inch= So feet O o Denotes 1/2'x11- iron monument set and g}F2. ti• _21 marked by RLS Registration No. 41890 • Denotes iron monument found �- es7e Denotes MNDOT iron monument found \ —6— Denotes occe5s CM t,& to MNDOT BEARINGS ARE BASED ON NE HEST LINE OF ME C \ \\• m 'ji \;l WEST HALF OF NE NORMMEST WARIER OF SECTION 24. TOMNSHIP 116 NOON. RANGE 2J WEST WICH IS ASSUMED TO BEAR SWa01'JSE. Ir< \ s L7+ \\ es : P. '+ -- CITY OF CHANHASSE.\, a� �'•"'� -'= RECEIVED A MAR 0 3 2006 _ CHANHASSEN PLANNING DEPT •�_\ 'fey �f4 l 4> •e. y Y srp0 pl Is pIAN,Q Ma ee umn' Co.srKxr A hoD°orrorov �1 - rr 5� ----�— ;—— — — — — — — .ZJ OZ WR;M1 GYK„/ KR WC i,V }L61S1 �_• Ksl uK or/kc 14 . n°. R 21 � IXpC. U q,I lYl �. T. H.', NO. 101 65 .1 -----� T---_T- 10, Fit ,Milq 'rl Vr rr I 9.H.DD i S00D017J•E sE CW bF IR,C1 OF .lo w Doc xo rauol 1: I".. R ssc j!ryp�� _ •1K 1.Mir N/GII Cr wt l 6MM'( .``` (/' `r (CMHP CO )-, 4D' i Ka4nKx/ 6 MAVSNN I, IIbI MOI/ `cr .-Mr.•/ LY &'4ANMi 4• I n.I xo .` r1rye%95 w, e N oac ro Jasvr I MDD-01 D1'JJ}p -_(I _ r1619/ _Son°Or JJi k -'h �J ]rll, � C _ S5/D25217Y a T°H. NO. 101 _1'11"'72 1501M_ 231. r MOO° •`i OINN,S4x / `Y,L tN[ o` [xww,iYx / '° \ i � { \'\`' % C7> Professional Services, Inc. Sheet 2 of 2 sheets {CANNED 0 CITY OF CHANHASSEN i // 5 U a a STAFF REPORT PC DATE: February 7, 2006 CC DATE: February27, 2006 REVIEW DEADLINE: March 7, 2006 CASE #: 06-05 Chanhassen Gateway BY: Al-Jaff, et al. PROPOSAL: Preliminary Plat to subdivide property into three lots and two outlots and a Site Plan Request with Variances for the construction of a multi -family building with a variance to the parking standards: GATEWAY NORTH /GATEWAY PLACE LOCATION: Northwest intersection of the future alignment of Highways 101 and 212. APPLICANT: Chanhassen Gateway Place, LLC P.O. Box 10 Albany, MN 56307 Jamie Thelen (320)202-3100 fithelenAsancompanies.com Gateway Development, LLC 6385 Old Shady Oak Road Suite 230 Eden Prairie, MN 55344 Lynne Wyffels (952)941-7493 wyffelsl ashelardp_roup.com PRESENT ZONING: Planned Unit Development -Mixed Use 2020 LAND USE PLAN: Mixed Use ACREAGE: 6.2 Acres SUMMARY OF REQUEST: Preliminary plat to subdivide property into three lots and two outlots and a site plan request with variances for the number of enclosed parking spaces for the construction of a multi -family building. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Location Map Gateway North/Gateway Place NW Corner Realigned Highway 101 & Future Highway 212 Planning Case No. 06-05 City of Chanhassen Lake Susan SUBJECT (PROPERTY SCANNED Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 2 of 18 PROPOSAL/SUMMARY The developer is proposing to replat a 6.26 acre parcel into three lots and two outlots. One of the lots is intended to house a multi -family building. The remaining two lots will be reserved or fining` developments. Theo ots wi contain a storm pop an a portion o existing Hi way 1 ri t of - way. The applicant is also requesting a site plan approval with a variance for the construction of the multi -family building. located at the northwest i zoned avai le for the area. is F L I to bedroom apartments. Each a Drive. Utilities are located east of the b ild" g while azng is located to the _The building will screen the majority of the parking from views along future Highways 212 and 101. The variance associated with this application deals with the total number of enclosed parking spaces. The_overall number of parldnQ spaces provided for tins development exceeds ordinance requirements This issue is discussed in further detail later in the staff report. Staff is recommending approval of the variance. stone. 1ne masonry product will be used along the lower portion of the building. The building has a defined entryway and an interesting roof line. Staff has discussed adding an element such as a clock on the vertical element of the building. This will add some visual interest to the building. The applicant is currently evaluating this option. On June 27, 2005, the City Council approved rezoning the subject property From Residential Single Family to Planned Unit Development -Mixed Use. The rezoning of the property also included adoption of guidelines and standards under which this site must be developed. The proposed building is consistent with the approved development standards. The applicant is proposing a sidewalk between the parking lot and the building, and at the rear of the building, leading to the tot -lot and picnic area. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 3 of 18 Staff is recommending approval of the subdivision and site plan with variances subject to the conditions of the staff report. The applicant has met with the Planning Commission informally at two separate work sessions and held a neighborhood meeting on December 16, 2004. On January 4, 2005, the Planning Commission reviewed and approved the Concept PUD for the subject site. This plan was later approved by the City Council on January 24, 2005. ;hway Plans w/Site Layout NOM sm L«anon R,.hg.d High.ay 101 New Highr .212 Pmp.xd Ughmd I ,tw ion Panne Sontltaest At'" T.it Slmiao 9mnh 4ite Loranw Lyman 11., d h High. 101 Imexnange On June 27, 2005, the City Council approved rezoning the property located at the northwest intersection of the future alignment of Highways 101 and 212 with an approximate area of 24 acres from Residential Single Family to Planned Unit Development -Mixed Use incorporating design standards. The final draft layout that was arrived at reflected a residential component within the area north and south of Lake Susan Drive with the highest density concentration facing future Highway 101. The portion of the site located south of the future alignment of Highway 212 consists of a mix of commercial and residential uses. In this instance, the residential part encompasses the western portion of the site while the commercial part occupies the remainder of the site, and faces Highways 101, 212, and Lyman Boulevard. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 4 of 18 The current proposal is for platting of the north site and site plan approval of the apartment building. ANALYSIS GENERAL SITE PLAN/ARCHITECTURE The development must comply with the Development Design Standards for Chanhassen Gateway (attached). A PUD is required to be developed to higher quality than other projects. The main building material consists of vinyl siding and a masonry product shaped to mimic stone. The masonry product will be used along the lower portion of the building. The building has a defined entryway, and interesting roof line. All four sides of the building have been given equal attention. The architecture provides visual interest and meets the standards of Chanhassen Gateway design standards. Parking for residents of the building is located underground. The apartment building is proposed to range between one and three - bedroom apartments. Each apartment has a deck. The roof line provides a variety in pitch while the building provides variety in height, articulation and materials. The proposed building maintains a minimum setback of 50 feet from future Highways 101 and 212 right-of-way. The city code requires a minimum setback of 30 feet from local or interior public right-of-way. The building maintains a 30- foot setback from future Lake Susan Drive right - of -way with the exception of the northeast comer of the building which appears to slightly encroach in the required setback. VA lo/a n r View front Hwy #101, on Hwy #212 overpass Er in Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 5 of 18 believes this is a minor adjustment that can easily be corrected. The building is proposed to maintain an average height of 34.7 feet. The PUD ordinance allows a maximum height of 35 feet. The tot -lot and picnic area are proposed to be screened by a fence and landscaping. Staff has no objection to this request; however, additional information must be submitted pertaining to the height and materials used for the fence. The trash enclosure is located inside the building in the underground parking lot. LIGHTING/SIGNAGE The applicant has not prepared a lighting plan for the proposed development. All light fixtures shall comply with the following criteria: 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian -scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area Emphasis should be placed on building lights and poles located in close proximity to buildings. The applicant is showing entrance signage located east of the entrance into the site. No details have been provided for the sign. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. The sign shall not exceed 24 square feet in sign display area nor be greater than five feet in height. The sign shall be set back a minimum of 10 feet from the property line. COMPLIANCE TABLE Permitted ProDosed Building Height 3 stories/35 feet 3 story/34.7 feet TH 101 setback 50' parking, 50' building 50' parking, 50' building TH 212 setback 50' parking, 50' building 50' parking, 50' building Lake Susan Drive Setback 30' arking, 30' buildin 30' parking, 29' building* Interior property line 0' parking and building 0' arking, 55' building Lot Coverage 50 percent 44.49 percent * The building appears to encroach into the required 30-foot setback from Lake Susan Drive. The applicant shall adjust the plans to maintain the required setback Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 6 of 18 WATER RESOURCES Storm Water Management Details on the storm sewer connections to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. The storm water pond should be platted in an outlot. Easements Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. Erosion and Sediment Control All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. The plans should be revised to show rock construction entrance installation per Chanhassen Detail Plate 5301. Wimco or similar inlet protection should be installed at all inlets that may receive storm water from the site per Chanhassen Detail Plate 5302A. All inlet protection must be inspected and maintained to comply with NPDES requirements. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed. Temporary stabilization of the exposed area should include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips should be placed around the building in amounts sufficient to control rutting. The plans should be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. Silt fence (Chanhassen Type 1) is needed around the north and east side of the pond within 24 hours of permanent outlet installation. The plans should be revised to show inlet protection for sediment during construction for the trench drain at the garage and should include a detail. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 7 of 18 Surface Water Management Fees All applicable water quantity and qualityfees have been paid. Other Agencies The applicant should apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley - Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase H Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. GRADING/DRAINAGE/EROSION CONTROL The existing site is about 7.73 acres in size and almost 100% of the area will be graded by MnDOT for the extension of the proposed Lake Susan Drive and by the applicant. The proposal includes three lots and an outlot. The current plans show an apartment building with underground parking. The applicant is proposing to grade the site to prepare the building pad, parking lot, and stormwater ponding areas. The parking lot and building drainage will be collected by a system of catch basins within the parking lot and conveyed by storm sewers to the proposed pond in the southwest comer of the site. The plans show a catch basin at the low point in the northwest comer of the building connecting to a proposed storm sewer within Lake Susan Drive. The developer must coordinate this design with MnDOT to ensure that the storm sewer in Lake Susan Drive is adequately sized for the additional runoff. The proposed pond outlet control structure discharges to the proposed Highway 212 storm sewer. Staff recommends that the storm sewer connect to the existing pipe, or the distance between the proposed outlet and the existing pipe be increased. The applicant must obtain MnDOT approval for this proposal. A public drainage and utility easement is required over the proposed pond. This easement shall cover the pond up to the 100-year high water elevation. The applicant has submitted pond sizing calculations for a 10- and 100-year, 24-hour storm event; minor revisions are necessary. The pond must be built to National Urban Runoff Program (NURP) standards in accordance with the City's Surface Water Management Plan (SWMP) and must satisfy the requirements of MPCA's phase 2 design standards. Storm sewer sizing calculations with a full-size map for a 10-year, 24-hour storm event are required. Proposed erosion control consists of silt fence along the east and south grading limits of the site. Staff is recommending that Type II, heavy-duty silt fence be used adjacent to all ponds and wetlands and extending Type I silt fence to the north along the west side. A rock construction entrance is proposed at the access off proposed Lake Susan Drive, but it must be minimum 75 feet long. All disturbed areas as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. The applicant should be aware that any off -site grading will require an easement from the appropriate property owner. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. The applicant must be aware that any retaining wall exceeding four feet in height must be designed by a registered structural engineer, with approved safety fence. A building permit from the City's Building Inspections Dept. must be obtained. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 8 of 18 The applicant is required to obtain all necessary permits from the appropriate regulatory agencies including but not limited to MnDOT, Watershed District, MPCA, NPDES, etc. UTILITIES The site has access to public sanitary sewer and watermain from the proposed Lake Susan Drive and existing Highway 101. The developer proposes to wet tap the watermain within Highway 101, extend it to the east along the south side of the proposed Lake Susan Drive to serve the proposed building and the lots in the future phase. The watermain within the public street right-of-way will be a public utility. A private sanitary sewer service to the proposed building will be extended from the existing sanitary manhole within the proposed Lake Susan Drive extension at the northeast comer of Lot 1, Block 2. The installation of the private utilities for the site will require permits and inspections through the City's Building Department. An additional gate valve is needed for the north future phase (Lot 1, Block 1) private watermain. The underlying property has been assessed for sewer, water, and street improvements and there is no remaining assessment due payable to the City. The applicant has already paid off all SAC and sanitary and water hook-up fees. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Upon completion of the public utility improvements, the utilities will be turned over to the City for maintenance and ownership. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, Watershed District, Carver County, MnDOT, etc. STREETS The plans propose three full accesses off the proposed Lake Susan Drive, two to serve Lots 1 and 2, Block 2 and one to serve Lot 1, Block 1. No public streets are proposed in conjunction with this project. MnDOT proposes to extend Lake Susan Drive from existing Highway 101 to the proposed Highway 101 realignment. The timing of the Lake Susan Drive extension is unknown; therefore, the applicant must coordinate the proposed construction access with MnDOT. A temporary access of existing Highway 101 may be required. The proposed northwest full access of Lot 2, Block 2 must be realigned so that it is perpendicular with the existing Highway 101 and Lake Susan Drive intersection. The applicant must be aware that the MnDOT right-of-way turnback issue will not be resolved before this is platted. Also, the applicant must show a sidewalk connection between the south and north sides of the proposed Lake Susan Drive. PARKING The PUD governing this proposal requires parking to meet the City Code requirements. Parking plans meet ordinance standards as to dimensions and total provided. Under the multi -family section of the ordinance, the applicant must provide 1'/2 parking spaces per one -bedroom unit, one of which must be enclosed, and two stalls for two -bedroom units and larger, 1'/2 of which must be enclosed. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 9of18 The applicant is proposing 4 one -bedroom units, 27 two -bedroom units, and 17 three -bedroom units. The ordinance also requires one visitor parking stall for every four dwelling units. The applicant is proposing 48 dwelling units which would translate to 12 visitor parking spaces The total enclosed parking required is 70. The applicant is providing 61 enclosed spaces. The enclosed parking spaces equate to one parking space per one bedroom unit and 1.295 parking spaces per two bedroom or larger unit. The total above -ground parking spaces required is 36 spaces. The applicant is providing 47surface parking spaces. The total number of parking spaces required for this development is 106. The applicant is providing 108. Even though the total number of spaces provided by this development exceeds ordinance requirements, the total number of underground parking is short 9 spaces. The applicant is requesting a variance from the enclosed parking requirement. If the variance is not approved, the plans would need to be revised to meet ordinance requirements. In that case, a condition can be added that reads "The underground parking plans must be revised to provide 9 additional spaces for a total of 70 enclosed parking spaces." Building 4-One Bedroom Units 27-Two Bedroom Units 17-Three Bedroom Units Visitor Parking Total Required Total Provided LANDSCAPING Enclosed Above Ground Total Parking Parkin _ 4 2 6 40.5 13.5 54 25.5 8.5 34 NA 12 12 70 36 106 61 47 108 Landscaping requirements for the proposed development is shown in the following table: Landscaping Item Required Proposed Parking lot 1,533 W landscape area - 1,890 landscape area 6 overstory trees 7 overstory trees 3 islands/peninsulas 6 understory trees East/South property line - 6 overstory trees 18 overstory trees Bufferyard B, 570' 12 understory trees 20 understory trees 12 shrubs 48 shrubs berm provided North property line - 3 overstory trees 3 overstory trees Bufferyard B, 300' 6 understory trees 14 understory trees 12 shrubs 52 shrubs berm provided West property line - 2 overstory trees 2 overstory trees Bufferyard A, 160' 4 understory trees 4 understory 6 shrubs 16 shrubs Boulevard Trees — 1 per 30 feet — 13 overstory trees Lake Susan Drive 13 overstorytrees Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 10 of 18 The applicant meets all landscaping requirements. Staff recommends that the applicant replace the Colorado blue spruce specified on the landscape plan with an alternate species of spruce or evergreen such as white spruce, Black Hills spruce, or white fir. Colorado blue spruce tends to become unsightly with age due to disease problems. TRAILS AND SIDEWALKS Maintaining and creating new pedestrian/bicycle routes to the subject site is very important. The construction of new Highway 101 will include the installation of a 10-foot trail along the east side of the highway. In conjunction with the construction of Highway 212, trails will be installed from Great Plains Boulevard to Lyman Boulevard, and along the north side of Lyman Boulevard. Appropriate and adequate internal sidewalk connections are planned to allow convenient and safe non -vehicular traffic throughout the site. Park dedication is not being required as part of the approval. Park dedication fees were prepaid with the application. SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 11 of 18 d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking- (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Subject to the revisions contained in the staff report, the proposed site plan is consistent with all plans and specifications and development design standards for the Chanhassen Gateway PUD Development Design Standards. VARIANCE FINDINGS The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood Variances that blend with these pre-existing standards without departing downward from them meet these criteria. Finding: The literal enforcement of this chapter does cause an undue hardship. Due to the configuration of the housing being proposed, the requirement of 1.5 enclosed stalls per two - bedroom unit is not possible. In order to meet the ordinance standard, the applicant would have to convert 18 of the two and three -bedroom units to one bedroom units. The total number of required parking spaces is being met, only the location, enclosed vs. surface, is being altered. With a park and ride facility located across Highway 101 and south of the site within walking distance of the site, the potential for the use of mass transit is high. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. Finding: The conditions upon which this variance is based are not applicable to all properties that lie within the Planned Unit Development (PUD) District. PUDs may provide flexibility in the standards in an effort to meet comprehensive plan policies for the creation of diversified housing- C . The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 12 of 18 Finding: The proposed variance is necessary to accommodate the proposed building within the constraints of the site. Parking in excess of the minimum requirements is being proposed. Only the number of enclosed parking spaces is being reduced. d. The alleged difficulty or hardship is not a self-created hardship. Finding: The proposed variance is necessary to accommodate the proposed building within the constraints of the site. The proposed unit types meet standards the city is encouraging: two and three -bedroom rental units. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. Finding: The granting of a variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. Finding: The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets. PRELIMINARY PLAT The applicant is proposing to subdivide 6.2 acres into 3 lots and 2 outlots. Lot 1, Block 1 has an area of 1.1 acres and is proposed to remain vacant at the present time. The Concept Plan showed a townhouse development on this lot. Lot 1, Block 2 has an area of 2.19 acres and is proposed to house the apartment building that is being reviewed concurrently with this subdivision request. Lot 2, Block 2 has an area of 2.28 acres and is proposed to remain vacant at the present time. The Concept Plan showed a townhouse development on this lot. Outlot A has an area of 0.38 acres and will house a storm pond Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 13 of 18 Outlot B is currently a portion of Highway 101. The west one-half right-of-way for Highway 101 was acquired via the Chanhassen Hills plats and MnDOT's purchase of "Parcel 267" from James A. Curry as shown on MnDOT Right -of -Way Map Number 10-18. Highway 101 is being realigned to the east; therefore the portion of the existing Highway 101 adjacent to this plat will be removed and the right-of-way vacated. Since "Parcel 267" was not platted right-of- way, this vacated right-of-way has been turned back to the underlying property, in this case, the parent property of the Gateway project. The property is zoned Planned Unit Development -Mixed Use. Access to the site is gained via Lake Susan Drive. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. INAD�IESOTA DEPARTMENT OF TRAttSPORTATION GNT aF 11Ar PUT N0. 10-IB �ao"'iror a x�ar� a am a ca. �,aa.. • a aaam �+� a ac awaisr r.++a my avo tiaa --- _ _ _ _mow �•— - _ CLE.:IS i JU ANtrim Paae126/ osls Scv.-REtn SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the Planned Unit Development - Mixed Use District and the zoning ordinance. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 14 of 18 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. RECOMMENDATIONS: PRELIMINARY PLAT "The Planning Commission recommends approval of the preliminary plat for Planning Case 06-05 for Gateway North as shown on the plans received January 6, 2006, subject to the following conditions: Submit storm sewer design calculations with full-size drainage map for a 10-year, 24-hour storm event. 2. Work with staff to revise the pond design calculations for the 10- and 100-year storm event. I Realign Lot 1, Block 2 full access perpendicular at Highway 101 and Lake Susan Drive intersection. 4. The applicant is required to coordinate with MnDOT on the full access at Lake Susan Drive and the storm pond outlet control sewer construction. 5. The applicant is responsible for obtaining and complying with all regularity agency permits: Watershed District, MPCA, NPDES, MnDOT, Health Department, etc. 6. On the grading plan: a. Show an emergency over flow. b. Show stormwater pond easement. c. Show silt fence Type II around the proposed pond. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 15 of 18 d. Extend Type I silt fence to the north along the west side. e. Show minimum 75-feet construction rock entrance. f. Add a bench mark. 7. On the utility plan: a. Show the watermain within the street Right -of -Way as a public utility. b. Revise the existing sanitary sewer flow direction. c. Add a note that any connection to any existing structure must be core drilled. d. Show all utility sewer pipe type, class, and size. e. Show all utility manholes rim and invert elevations. f. Add a gate valve to Lot 1, Block 1. 8. Plan and profile views are required for the entire public utility. 9. To guarantee the installation of the public improvements, the applicant must supply the City with a financial security in the form of a letter of credit or cash escrow and enter into a development contract. 10. On the plans, show the pedestrian ramps and a sidewalk connection between the south and north sides of proposed Lake Susan Drive. 11. Temporary easements are required for any off -site grading. 12. The applicant must provide a proposed haul route for review and approval. 13. If fill is coming from and/or going to another site in Chanhassen, a separate grading permit will be required for the other property. 14. All disturbed areas as a result of construction are required to be reseeded and mulched within two weeks of site grading. 15. Add City Detail Plates Nos. 1002, 1004, 1005, 1006, 2001, 2101, 2109, 2110, 2201, 2202, 3101, 3102, 3107, 3108, 3109, 5200, 5203, 5206, 5214, 5215, 5217, 5300, and 5301. 16. On the site plan, show the dimensions of the parking stalls and driveway widths. SITE PLAN "The Planning Commission recommends approval of the site plan with a variance for the reduction of nine enclosed parking spaces for Planning Case 06-05 for Chanhassen Gateway Place as shown on the plans received January 6, 2006, subject to the following conditions: 1. The applicant shall replace the Colorado blue spruce specified on the landscape plan with an alternate evergreen species. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 16 of 18 2. One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be set back a minimum of 10 feet from the property line. 3. Additional information must be submitted pertaining to the height and materials used for the privacy fence located east of the tot -lot and picnic area. 4. Details on the storm sewer connection to proposed Lake Susan Drive and proposed TH 212 should be provided. An emergency overflow for the proposed pond should be illustrated. The applicant should submit a routing plan for any pond overflows from the site to a public water body. 5. Drainage and utility easements (minimum 20 feet in width) should be provided over all storm water infrastructure, including any emergency overflow structures. The storm water pond should be platted in an outlot. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can remain open Steeper than 3:1 7 days when the area is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Rock construction entrance shall be installed as illustrated on Chanhassen Detail Plate 5301. 8. Wimco or similar inlet protection shall be installed at all inlets that may receive storm water from site per Chanhassen Detail Plate 5302A. All inlet protection shall be inspected and maintained to comply with NPDES requirements. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. Temporary stabilization of the exposed area shall include a straw or hay cover at a rate of 2 tons per acre, disc anchored into the soil, including the area around the apartment building. 11. To minimize tracking and erosion around the apartment building during construction, temporary cover of straw or wood chips shall be placed around the building in amounts sufficient to control rutting. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 17 of 18 12. The plans shall be revised to show a concrete washout area, BMPs for containment and potential stockpile locations. 13. Silt fence (Chanhassen Type 1) shall be installed around the north and east side of the pond within 24 hours of permanent outlet installation. 14. The plans shall be revised to show inlet protection for sediment during construction for the trench drain at the garage and shall include a detail. 15. Submit a detailed lighting and signage plan consistent with the Chanhassen Gateway PUD Development Design Standards. 16. Building Official conditions: a. The building must be protected with automatic fire sprinkler systems. b. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. An accessible route must be provided to the building, parking facilities and public transportation stops. d. All parking areas, including parking garage, must be provided with accessible parking spaces. e. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. f. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 17. Fire Marshal Conditions: a. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. b. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. c. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. c.1 1-1990 regarding fire alarm systems. c.2 4-1991 regarding notes to be included on all site plans. c.3 7-1991 regarding pre -fire drawings. cA 29-1992 regarding premise identification. c.5 34-1993 regarding water service installation. c.6 36-1994 regarding proper water line sizing. c.7 40-1995 regarding fire protection systems. c.8 06-1991 regarding fire lane signage. c.9. 52-2005 regarding commercial plan review submittal criteria. Chanhassen Gateway Place, LLC Planning Case No. 06-05 February 7, 2006 Page 18 of 18 d. Show on utility plan location of post indicator valve (PIV). e. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 g. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. 18. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 19. The applicant shall enter into a site plan agreement. 20. The building shall comply with the Planned Unit Development building setback requirements." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Memo from Fire Marshal Mark Littfin dated January 12, 2006. 5. Chanhassen Gateway PUD Development Design Standards. 6. Plans dated received January 6, 2006. g:tplan\2006 plaaming cases\06-05 gateway north subdivision -gateway place site plan\staff report pc.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Chanhassen Gateway Place, LLC for a Preliminary Plat to subdivide property into three lots and two outlots (GATEWAY NORTH) and a Site Plan request with variances for the construction of a multifamily building (GATEWAY PLACE) — Planning Case No. 06-05 On February 7, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Chanhassen Gateway Place, LLC for Preliminary Plat to subdivide property into three lots and two outlots and a Site Plan request with variances for the construction of a multi -family building for the property located at the northwest intersection of the future alignment of Highways 101 and 212. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned PUD, Planned Unit Development — Mixed Use. 2. The property is guided in the Land Use Plan Mixed Use development. 3. The legal description of the property is attached as exhibit A. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will'not conflict with easements of record, but shall provide all new required easements. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. 5. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. Consistency with this division; c. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. Creation of functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. c. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. d. The alleged difficulty or hardship is not a self-created hardship. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood 7. The planning report #06-05, dated February 7, 2006, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the Preliminary Plat and Site Plan with a variance for reduction in the number of enclosed parking spaces. ADOPTED by the Chanhassen Planning Commission this 7m day of February, 2006. CHANHASSEN PLANNING COMMISSION BY: Its Chairman CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION YKINI Applicant Name and Address: Chanhassen Gateway Place, LLC PO Box 10 Albany, Minnesota 56307 Contact: Jamie Thelen Phone: (320) 202-3100 Fax: (320) 202-3139 Email: JJTbelen@sandCompanies.com Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Non -conforming Use Permit Planned Unit Development" Rezoning Sign Permits Sign Plan Review ✓ Site Plan Review" 500 i` (l{f6XS)= -740 r 5) ✓ Subdivision" 3oo i3 to+S of less Planning Case No. 10(9-10S dlr RECEIVEDssEN JAN 0 6 2006 C{'WWSSEN PLANNING DEPT Owner Name and Address: Gateway Development, LLC 6385 Old Shady Oak Road Suite 230 Eden Prairie, MN 55344 Contact: Lynne Wyffels Phone: (952) 941-7493 Fax: (952) 215-3701 Email: wyffelsl@shelardgroup.com Temporary Sales Permit Vacation of Right-of-Way/Easements Variance Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment Notification Sign" - 'Zoo�pr %-LjrZ)oj fla} 4,C ar r' vv'r n-1- Escrow for Filing Fees/Attorney Cost" - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $-45A.00-- I L LIO An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. Twenty-six (26) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (`.fig format. " Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED EXHIBIT A ♦'D• •.ti M'1' PARTL 1 (ro. q/zy"Adj met part a m. erect har or to. 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R. ar 6ffff8 ow. abad PROJECT NAME: Gateway North (Plat Name) Gateway Place (Project Name) LOCATION: NW Quadrant of new Highways 101 & 212 LEGAL DESCRIPTION: See preliminary plat TOTAL ACREAGE: 6.2582 WETLANDS PRESENT: YES ✓ NO PRESENT ZONING: Planned Unit Development -Mixed Use PUD REQUESTED ZONING: Planned Unit Development -Mixed Use PUD PRESENT LAND USE DESIGNATION: Vacant REQUESTED LAND USE DESIGNATION: Multifamily REASON FOR REQUEST: Plat & Subdivide This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. ' nature Applicant of Fee Owner January 6, 2006 Date Date G9plan\forms0evelopment Review Application.DOC SCANNED Rev 4I05 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on January 26, 2006, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Gateway North/Gateway Place - Planning Case No. 06-05 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this day of 2006. yv)o I ... T7 A -A t1 Notary ublic Kare J. Eng lh dt, DSphty Clerk "M o ' Com,nisTspn lEUWnEN ioNotaPMMS Mry ta y E�Jae,2070 SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 7, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Subdivision request to subdivide property into three lots and Proposal: two outlots and a Site Plan request with Variances for the construction of a multifamily building on property zoned PUD- Mixed Use — GATEWAY NORTH/GATEWAY PLACE Planning File: 06-05 Applicant: Chanhassen Gateway Place, LLC Property Northwest intersection of Highways 101 and future 212 Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail saliaff@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaUndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Date & Time: Tuesday, February 7, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Subdivision request to subdivide property into three lots and two outlots and a Site Plan request with Variances for the Proposal: construction of a multifamily building on property zoned PUD- Mixed Use — GATEWAY NORTH/GATEWAY PLACE Planning File: 06-05 Applicant: Chanhassen Gateway Place, LLC Property Northwest intersection of Highways 101 and future 212 Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hail during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail saliaff@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at htto://206.10.76.6/weblirl the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any Interested party is invited to attend the meeting. • Staff prepares a report on the subject application that Includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaUlndustrlal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included In the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. SUBJECT This rr,p is neither a legally reconfed rrep nor a survey and is not intended M be used as one. This map is a compilation of records, information and data located in vancus city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracing or any other purpose rewiring exacting measurement of distance or direction or precision in the depiction of geographic features. 6 moor or discrepancies are found please contact 952-227-1107. The preceding 3sclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (20D0), antl Me user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all dart, and agrees to defend, indemnify, and hold hamiess the City from any and all darns brought by User, its employees or agents, or Mind parties which arise out of the users access or use of data provided. Life a. SUBJECT This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, infometion and data located in various city, county, state antl federal offices and other sources regarding the area shown, and is N be used for reference purposes only. The City does not warrant that me Geographic Infomaton System (GIS) Data used to prepare this map are error free, and the City does not represent the the GIS Data can be used for navigaional, tracking or any other purpose rewiring exacting measurement of distance or direction or precision in the depiction of geographic features. If .00hs or discrepancies are found pease contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §488 W, Subd. 21 (2000), and Me user of this map acknowedges that the City shall not be liable for any damages, and expessy ,Masi al claims, and agrees to defend, indemnity, and hold harmless the City from any anal all dame brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided. ABBA J TREGOBOV & AL & MARY JANE KLINGELHUTZ BARRY S & MICHELLE K ERVIN 8714 CHANHASSEN HLS DR N 8600 GREAT PLAINS BLVD 8525 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-9650 CHANHASSEN, MN 55317-9763 CHANHASSEN, MN 55317-8108 BENJAMIN R K & DONNA M JOHNSON 8521 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 BRYAN J & LISA C VAN NINGEN 8686 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 CHRISTOPHER T & AIMEE J ADAMS 8690 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 DAVID S & JANICE A LUNDQUIST 8705 MARY JANE CIR CHANHASSEN, MN 55317-9646 GREG ALLAN MILLER 8801 LAKE SUSAN CT CHANHASSEN, MN 55317-9656 GREGORY J & SUSAN L HENKEL 8699 MARY JANE CIR CHANHASSEN, MN 55317-9646 JAMES A CURRY 6105 EDEN PRAIRIE RD #17 EDINA, MN 55436-1250 JORDAN & ANGELA LEMM 861 LAKE SUSAN DR CHANHASSEN, MN 55317-9649 BRIAN & LOUANN KLINGELHUTZ & 8860 CO RD 10 E WACONIA, MN 55387-9560 CHRISTOPHER & ANGELA CROOK 8702 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 DANIEL M & MELISSA L HERZOG 8790 LAKE SUSAN CT CHANHASSEN, MN 55317-9656 DENNIS H & RUTH L LAUFENBURGER 8673 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 GREGG A & MICHELLE D ALINE 8705 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-8333 HUSSAM HASSOUN 8537 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 JAMES JONATHON SOMMERS & 8683 CHANHASSEN HLS DR N- CHANHASSEN, MN 55317-9651 JUDITH A & STEPHEN C SLACK 8675 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 BRIAN W & KRISTIN A HOULE 880 LAKE SUSAN DR CHANHASSEN, MN 55317-9648 CHRISTOPHER & DEBORA K HOL 8687 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 DAVID M SMITH & 8568 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 G MATTHEW PALMERSHEIM & 8576 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 GREGG R & GERALDINE BARETTE 8695 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 JAMES & SARA BORNES 8715 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-8333 JOHN T SNATER 8572 CHANHASSEN HLS DR S CHANHASSEN. MN 55317-8108 JUDSON E & JILL C SNELL 8694 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9650 LESLIE E TIDSTROM LISA K MOORE MARK & KRISTINA SCHWENDINGER 8679 CHANHASSEN HLS DR N 8682 CHANHASSEN HLS DR N 8708 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 CHANHASSEN, MN 55317-9650 CHANHASSEN, MN 55317-9650 MARK R & STACEY G LAKOSKY MARK S & TRACY L KURVERS MICHAEL & MELISSA ROHRMOSER 8533 CHANHASSEN HLS DR S 8560 CHANHASSEN HLS DR S 8698 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-8108 CHANHASSEN, MN 55317-9650 MICHAEL B & CATHERINE ANDERSON 8709 MARY JANE CIR CHANHASSEN, MN 55317-9646 PETER & JESSICA HESS 8545 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 RONALD G & JOYCE L HORR 8513 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 SO VAN LY & 8509 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 STEVE J & MARY A PANENO 8564 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 US WEST NEW VECTOR GROUP INC PO BOX 7028 BEDMINSTER, NJ 07921-7028 MICHAEL G & KAREN L MCNEIL 8695 MARY JANE CIR CHANHASSEN, MN 55317-9646 PHOULITHAT PHANDANOUVONG & 8529 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 RUSSELL G BAHENSKY 8552 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 STATE OF MINNESOTA - DOT 395 JOHN IRELAND BLVD 631 TRANSPORTATION ST PAUL, MN 55155-1801 THOMAS A & GRETA K ROSE 8541 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 NORMAN & JACQUELINE ENGEL 8699 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 R STEVEN & MAURA BARNETT 8709 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-8333 SCOTT E & JANICE A SCHUTTER 8691 CHANHASSEN HLS DR N CHANHASSEN, MN 55317-9651 STEPHANY K JOHNSON 8517 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 TROY & JENNIFER HOLASEK 8556 CHANHASSEN HLS DR S CHANHASSEN, MN 55317-8108 Public Hearing Notification Area (500 feet) Gateway North/Gateway Place NW Corner Realigned Highway 101 & Future Highway 212 Planning Case No. 06-05 City of Chanhassen CITY OF CHMNSEN 7700 Markel Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax 952.227.1110 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 Engineering Phone: 952.227.1160 Fax:952.227.1170 Finance Phone: 952.227.1140 Fax 952.2271110 Park & Recreation Phone: 952.227.1120 Fax 952.nz1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax:952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax. 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax 952.227.1310 Senior Center Phone: 952.227.1125 Fax 952.227.1110 Web Site www.6chanhassen.mn.us MEMORANDUM TO: Sharmin Al -Taff, Senior Planner FROM: Mark Littfin, Fire Marshal DATE: January 12, 2006 SUBJ: Gateway Northgate Place; Subdivision request to subdivide property into three lots and one outlot and a site plan request for the construction of a multi -family building on property zoned PUD-mixed use and located at the northwest intersections of Hwy 101 and future 212. Applicant is Chanhassen Gateway Place, LLC. Planning Case: 06-05 I have reviewed the site plan for the above project. In order to comply with the Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or city ordinance/policy requirements. The site plan is based on the available information submitted at this time. If additional plans or changes are submitted, the appropriate code or policy items will be addressed. 1. A 10 foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 2. Yellow curbing and "no parking fire lane" signs will be required. Contact Chanhassen Fire Marshal for exact locations of yellow curbing and locations of signs to be installed. 3. Builder must comply with the Chanhassen Fire Department/Fire Prevention division policies. Copies enclosed. a. 1-1990 regarding fire alarm systems. b. 4-1991 regarding notes to be included on all site plans. c. 7-1991 regarding pre -fire drawings. d. 29-1992 regarding premise identification. e. 34-1993 regarding water service installation. f. 36-1994 regarding proper water line sizing. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. Sharmin AI-Jaff, Senior Planner Page 2 January 12, 2006 g. 40-1995 regarding fire protection systems. h. 06-1991 regarding fire lane signage. i. 52-2005 regarding commercial plan review submittal criteria. 4. Please show on utility plan location of post indicator valve (PIV). 5. The hydrant on the south end of the loop shall be moved approximately 30 feet northeast. Contact Chanhassen Fire Marshal for exact location and approval. 6. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2000 Minnesota State Fire Code Section 501.4 7. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be serviced so as to provide all- weather driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. gAsafetyVW\plrevO6-05 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY # 06-1991 REQUIREMENTS FOR FIRE LANE SIGNAGE 1. Signs to be a minimum of 12" x 18". NO PARKING 2. Red on white is preferred. FIRE 3. 3M or equal engineer's grade reflective LANE sheeting on aluminum is preferred. 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at 100 foot intervals along the fire lane. 6. All signs shall be double sided facing the direction of travel. 7. Post shall be set back a minimum of 12" but not more than 36" from the curb. (NOT TO—' GRADE 8. A fire lane shall be required in front of fire dept. SCALE) connections extending 5 feet on each side and along all areas designated by the Fire Chief. ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. Revisions 6/10/02 3/22105 Fire Lane Instillation 06-1991 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY FIRE SPRINKLER SYSTEMS 1. Extinguishing systems for kitchen hoods, spray booths and similar locations require a separate permit. 2. A minimum of two sets of plans is required. Send, or drop off plans and specifications and calculations to: Fire Inspections Attn: Mark Littfin, Fire Marshal City of Chanhassen 7700 Market Boulevard P O Box 147 Chanhassen, MN 55317 3. Post indicators are required and must have tamper protection. 4. All control valves must be provided with tamper protection. 5. All system tests must be witnessed by the Chanhassen Fire Marshal. Appointments can be made by calling the Fire Marshal at (952)-227-1150 between 8:00 AM and 4:00 PM, Monday through Friday. Please try to arrange tests at least 24 hours in advance. 6. Main drains and inspector test connections must be piped to the outside atmosphere. 7. Water may not be introduced into sprinkler piping from the City main until the Fire Marshal witnesses a flush test per NFPA 2002 10.10.2.1. 8. The City of Chanhassen has adopted Chapter 1306 including item E 1 of the Minnesota State Building Code. 9. The entire sprinkler system must be designed and installed per current applicable standards, i.e. 13, 131), 13R and current Minnesota State Building Code, Chapter 9. Fire Sprinkler Systems 40-1995 Pagel of 3 10. All equipment installed in a fire protection system shall be UL listed or factory mutual approved for fire protection service. 11. Fire protection systems that are hydraulically calculated shall have a 5 psi safety factor at maximum system flow. 12. Include spec sheets for fire sprinkler heads -dry pipe/pre-action valving. 13. The definition of inspection is contained in MN Rule 7512.0100 Subpart 10, and states that inspection means: • Conducting a final acceptance test. • Trip test of dry pipe, deluge or pre -action valves. • A test that an authority having jurisdiction requires to be conducted under the supervision of a contractor. Only licensed fire protection contractors are permitted to conduct these tests. • All other inspections including the inspector's test, main drain and other valves are permitted under MN Rule 7512.0400 Subpart-2G, as maintenance activities and do not require a license as a fire protection contractor. • Rough -in inspection required if piping or hangers will be concealed. • 2 hour 200# wet pressure test including the fire department connection. • 24 hour air pressure test (for dry systems only) • System must be 100% tested prior to calling for inspection. • 2 hour 200 # wet pressure test of dry pipe systems. 14. A UL 72 certificate is required for sprinkler monitoring. 15. A zone map will be required for all multi -riser systems. The map must be permanently mounted adjacent to the sprinkler riser. 16.On Spec Warehouse projects: • Ordinary group 2 designs will be accepted for the shell building. • Upon tenant finish, a review for storage height and commodity class will need to be reviewed for proper sprinkler protection. 17. Back flow prevention devices must be one of the following per Minnesota State Plumbing Code Sec. 4715.2110: RPZ (reduced pressure zone) DCVA (double check valve assembly) 18. Sprinkler contractor is responsible for choosing the appropriate density and for the accuracy of hydraulic calculations. Fire Sprinkler Systems 40-1995 Page 2 of 3 19. Sprinkler systems with specialized design criteria (i.e. high pile storage, flammable liquids) must include a code analysis of the proposed design including specific code references. 20. Exterior combustible decks on R-1 apartment buildings shall have sprinkler protection above. 21. Dry valve trip test -water to flow from inspector's test within 60 seconds on systems containing more than 750 gallons. Accelerators and/or exhausters will be required if the 60 second requirement is not met. Revisions 6/10/02 3/22/05 Fire Sprinkler Systems 40-1995 Page 3 of 3 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 MAXIMUM ALLOWED SIZE OF DOMESTIC WATER SERVICE ON A COMBINATION DOMESTIC/FIRE SPRINKLER SUPPLY LINE 1. Domestic water line shall not be greater than ''/. pipe size of the combination service water supply line. 2. 1 ''/:" domestic off 6" line. 3. 2" domestic off 8" line_ 4. 2'h domestic off 10" line. Option 1: Domestic sizes may be increased if it can be calculated hydraulically that the demand by all domestic fixtures will not drop the fire sprinkler water below its minimum gallonage required. Option 2: Combination domestic and fire line service shall have an electric solenoid valve installed on the domestic side of the service. This valve shall be normally powered open and close on loss of electric power or signal from the system water flow indicator. Must be approved by the Chanhassen Fire Marshal and Chanhassen Mechanical Inspector. Revisions 6/10/02 3/22/05 Combination Water Service Lines 36-1994 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 WATER SERVICE INSTALLATION POLICY FOR COMMERCLAL AND INDUSTRIAL BUILDINGS 1) The Inspections Division shall be responsible for issuance of permits No permit shall be issued until approval of plans have been obtained from the following: a) Engineering Department b) Fire Marshal c) Minnesota Department of Health d) Plumbing Inspector 2) Mechanical inspectors will do all installation inspections and witness the hydrostatic and conductivity tests. Call (952) 227- 1180 to schedule an inspection. Inspection and Test Requirements a) All pipes shall be inspected before being covered. Phone (952) 227- 1180, to schedule inspections. A 24 hour notice is required. b) Conductivity test is required. The pipe shall be subjected to minimum 350 amp test for a period of not less than 5 minutes. c) Hydrostatic test required. All pipe shall be subjected to a hydrostatic pressure of 150 PSI for 2 hours. Allowable pressure drop shall not exceed 1 PSI. d) Pipe shall not be run under buildings - NFPA 24, 8-3.1. 3) Upon approval of the hydro test, the plumbing inspector shall submit a copy of the inspection report to the utility superintendent. The inspection report shall note whether the system is ready for main flush and drawing of water sample for the bug test. 4) Water main flushing shall be witnessed by the utility superintendent. a) Watermain flushing may be scheduled by contacting the utility Water Service Installation 34-1993 Pagel of 2 superintendent at 952-227-1301. A 24 hour notice is required b) The utility superintendent shall obtain a water sample for a bacteria test after the main flush and deliver to a testing company. The contractor shall be responsible for testing costs. Allow two weeks for testing results to be returned to the City. c) Upon receiving approval of the water sample test, the utility superintendent shall submit a copy to each plumbing inspector and turn water on to the tested and approved sections of the piping. 5) An additional supervised flush and flow test will be required and witnessed by the Fire Marshal for services supplying fire suppression systems. The flush and flow test shall be performed in accordance with 2002 NFPA Sec. 10.10.2.1. Contact the Chanhassen Fire Marshal at (952) 227-1151. 6) Watermain installations shall comply with: a) Minnesota Plumbing Code, Chapter 4715 b) Chanhassen Engineering Department, Watermain Specifications c) National Fire Protection Association, Chapter 24 7) Only authorized city employees are permitted to operate city water control valves. For water turn on or off contact the utility superintendent by phone (952) 227-1308. A 24-hour notice is required. Revisions 6/12/02 3/22/05 Water Service Installation 34-1993 Page 2 of 2 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY PREMISES IDENTIFICATION General Numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. Size and location of numbers shall be approved by one of the following — Fire Marshal, Fire Inspector, Building Official, Building Inspector. Requirements are for new construction and existing buildings where no address numbers are posted. Other Requirements - General 1. Numbers shall be a contrasting color from the background. 2. Numbers shall not be in script. 3. If a structure is not visible from the street, additional numbers are required at the driveway entrance. Size and location must be approved. 4. Numbers on mail box at driveway entrance may be a minimum of 4". However, requirement #3 must still be met. 5. Administrative authority may require additional numbers if deemed necessary. Residential Requirements (2 or less dwelline unit) 1. Minimum height shall be 5 inches. 2. Building permits will not be finaled unless numbers are posted and approved by the Building Department. Premises Identification 29-1991 Pagel of 2 Commercial Requirements 1. Minimum height shall be 12". 2. Multi -Tenant Buildings a. Building address range, minimum height of 12 inches. b. Address numbers required on all tenant doors. Minimum height of 6 inches. 3. If address numbers are located on a directory entry sign, additional numbers will be required on the buildings main entrance. n. Signage on overhead/ delivery doors will also be required. Revisions 6/10/02 3/22/05 Premises Identification 29-1991 Page 2 of 2 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY REGARDING PRE -PLAN Prior to issuing the Certificate of Occupancy, a pre -plan, site plan shall be submitted to the Fire Department for approval. The following items shall be shown on the plan. 1) Building footprint and building dimensions 2) Fire lanes and width of fire lanes 3) Water mains and their sizes, indicate looped or dead end 4) Fire hydrant locations 5) P.I.V. - Fire Department connection 6) Gas meter (shutoff), NSP (shut off) 7) Lock box location(s) 8) Fire walls, if applicable 9) Roof smoke vents, if applicable 10) Interior fire walls 11) Exterior doors (garage doors also) 12) Location of fire alarm panel 13) Sprinkler riser location 14) Exterior L.P. storage, if applicable 15) Haz. Mat. storage, if applicable 16) Underground storage tanks locations, if applicable 17) Type of construction walls/roof 18) Standpipes 19) Fire Department make up exhaust controls for parking garages 20) Smoke evacuation system controls 21) Elevator shafts 22) Special Fire Suppression System Room 23) Interior Roof Access 24) Attic Access Hatch 25) Outside emergency generators SIZE: I Ix17, 81/2 xl I or larger plans will be accepted. A digital version in group 4 TIFF format may be required to be submitted with the paper version of the plan. PLEASE NOTE, Plans with topographical information, contour lines, easement knes, property lines, setbacks; right-of-way lines, headings, and other related fines or markings, are not acceptable, and wig be rejected Revisions 6/10/02, 3/22/05 Pre -Plans 07-1991 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT NOTES TO BE INCLUDED ON ALL SITE PLANS 1. Fire Marshal must witness the flushing of underground sprinkler service line, per NFPA 13 2002 10.10.2.1 2. A final inspection by the Fire Marshal before a Certificate of Occupancy is issued. 3. Fire Department access roads shall be provided on site during all phases of construction. The construction of these temporary roads will conform with the Chanhassen Fire Department requirements for temporary access roads at construction sites. Details are available. 4. Onsite fire hydrants shall be provided and in operating condition during all phases of construction. 5. The use of liquefied petroleum gas shall be in conformance with NFPA Standard 58 and the Minnesota Uniform Fire Code. A list of these requirements is available. (See policy #33-1993) 6. All fire detection and fire suppression systems shall be monitored by an approved UL central station with a UL 72 Certificate issued on these systems before final occupancy is issued. 7. An 11" x 14" As Built shall be provided to the Fire Department. The As Built shall be reproducible and acceptable to the Fire Marshal. (See policy #07-1991). 8. An approved lock box shall be provided on the building for fire department use. The lock box should be located by the Fire Department connection or as located by the Fire Marshal. 9. High -piled combustible storage shall comply with the requirements of Article #23 of the Minnesota International Fire Code. High -piled combustible storage is combustible materials on closely packed piles more than 15' in height or combustible materials on pallets or in racks more than 12' in height. For certain special -hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc. the critical pile height may be as low as 6 feet. 10. Fire lane siffiage shall be provided as required by the Fire Marshal. (See policy #06-1991). 11. Maximum allowed size of domestic water service on a combination domestic/fire sprinkler supply line policy must be followed. (See policy #36-1994). Revisions, 5/15/03, 3/22/05 Notes For Site Plan 04-1991 Page 1 of 1 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952) 227- 1150 FAX: (952) 227-1190 FIRE ALARM SYSTEMS #01-1990 1. Fire alarm system shall meet the requirements of 2000 IFC and the current standard of NFPA 72. 2. Two (2) sets of plans shall be submitted to the Fire Department for approval. Plans shall include: a. Connection diagrams. b. Specification data sheets. C. Schedules, for each device, including: location, function, and zoning. d. Complete diagrams indicating: devices, components, interconnecting wiring, indicate labeling and descriptions on equipment. e. Floor plans indicating device and component locations, conduit, raceway and cable routes. f Power connections, including source and branch circuit data. g. Plan layout and details of: fire alarm control panel, fire alarm subpanelsftransponders, annunciator. 3. Wiring may be either a Class A or Class B Wiring System (Exception: When a fire alarm system is used to actuate an extinguishing system that protects a special hazard with high value, Class A circuitry will be required. 4. All components of the system must be U.L. listed for their application, compatible and installed per current applicable NFPA 72, (99) National Electric Code and manufacturer's requirements. 5. Alarm verification is required for all systems using smoke detectors. 6. When Central Station notification is required or otherwise provided, it must be through a U.L. listed communicator, or NFPA Listed Control Panel. All Central Stations must be U.L. listed. 7. Alarm horn must meet audibility requirement of NFPA 72, which would normally require an alarm horn in each unit. 8. The system shall be zoned per Chanhassen Fire Department requirements. 9. A U.L. 72 Certificate is required on the system. The U.L. 72 Certificate shall be current and required for the life of the alarm system and the life of the building. A copy of the U.L. 72 application OR certificate must be provided prior to the final of the building. 10. A fully -function annunciator must be provided per Fire Marshal approved location if the control panel is remotely located. 11. All systems using standard horns or speakers must be set for temporal time. Fire Alarm Policy 01-1990 Page 1 of 2 12. The Chanhassen Fire Marshal must be contacted for final inspection of the completed job. The inspection will include the following. Approved and acceptance must comply with NFPA 72. a. Test for proper operation of each device. b. Random testing for system trouble. C. Random testing for ground fault trouble. d. Correct operation on battery or standby power. 13. Remote alarm indicating devices are required at locations when duct detectors are not visible from floor. 14. All pull stations will need approved covers to prevent accidental activation. 15. A permit application signed by the low voltage contractor or electrical engineer. 16. Water flow alarm must be monitored as a distinct signal. 17. Low air pressure on sprinkler systems containing air pressure shall be monitored. 18. Devices designed to initiate a specific function or action i.e. duct smoke detection, elevator recall, and door hold open detectors shall be monitored only for supervision. 19. Power supply for alarm systems must be on a dedicated circuit. Breakers for all alarm system components, including exterior sprinkler alarms must have approved locking devices to prevent the accidental disconnecting of power. 20. Monitoring systems must comply with NFPA 72 including panel requirement for audible trouble signals and must have two means of signal transmission. 21. A zone map is required on all multiple sprinkler riser or zoned systems. The map must be permanently mounted adjacent to sprinkler riser, alarm panel and annunciator panel. 22. Completion of NFPA 72, installation/testing forms. Revisions 5/15/03 3/22/05 Fire Alarm Policy 01-1990 Page 2 of 2 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952) 227- 1150 FAX: (952) 227-1190 DATE: PROJECT: ADDRESS: OCCUPANCY TYPE: OCCUPANCY: CONTACT NAME: ADDRESS: PHONE: E-MAIL: New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 1 of 3 FIRE DEPARTMENT POLICY NEW/EXISTING CONSTRUCTION/REMODEL AND PLAN SUBMITTAL CRUERIA FOR COMMERCIAL BUILDING 1. Submittals for building permits must include detailed information relating to the proposed use and occupancy classification of the building. 2. Complete and submit a Hazardous Materials Inventory Statement documenting the quantities and classifications of hazardous materials to be used or stored inside or outside of the facility. Hazardous materials must be classified according to the Minnesota Fire Code. Yes _ No _ N/A 3. Provide a storage arrangement plan describing materials to be stored, the quantities and heights of storage. Storage of combustible materials exceeding 12' in height and storage of high hazard commodities exceeding 6' in height must meet the requirements of the Minnesota Fire Code. A completed high -piled storage worksheet is required. Yes _ No N/A 4. Provide a list of special operations such as welding, cutting and other hot -work, battery charging stations, application of combustible or flammable finishes, dip -tank operations, laser use, medical gas use and storage, etc. Yes _ No _ N/A 5. Provide floor plans indicating locations and specifications of equipment such as spray booths, industrial ovens, commercial cooking equipment, exhaust hoods, dust collectors, parts cleaning equipment, forklift and industrial battery charging stations, etc. Yes _ No _ N/A 6. Provide floor plans showing locations of roof and attic access, electrical and mechanical rooms, sprinkler riser rooms, fire alarm control panels, annunciator panels and portable fire extinguishers. Yes_No_N/A 7. Provide signage for doors opening to rooms containing roof and attic access, electrical and mechanical equipment, sprinkler control assemblies, fire alarm control panels and annunciator panels shall be clearly labeled. This may require interior and/or exterior doors to be labeled. Yes No N/A 8. Install a Knox or Dama brand fire department key box on the building in an approved location no higher than 6 feet above grade. For single tenant buildings, the box should be mounted near the main entrance. For multi -tenant buildings, the box should be mounted near the fire department connection. Contact Fire Marshal for exact location. Yes No N/A 9. Post approved signage for fire lanes as required by fire inspection staff. Yes _ No _ N/A 10. Comply with Chanhassen Fire Department/Fire Prevention Policy 29-1991 regarding Premise Identification. Yes No N/A 11. Provide fumiture flammability and smoke development information for Group A and I occupancies. Yes _ No N/A _ 12. A separate permit is required for all above ground or below ground tanks. Submit manufacturer's information and detailed plans. All equipment must be UL listed. Yes No _ N/A New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 2 of 3 13. Provide fire extinguishers as required by the Minnesota Fire Code. Multi -purpose extinguishers require a minimum rating of 4A60BC and must be spaced with maximum travel distance of 75 feet from any point to a fire extinguisher. K-class portable fire extinguishers are required in commercial kitchens. D-class portable fire extinguishers shall be installed in machine shops. Yes _ No _ N/A 14. Provide fire sprinkler plans and hydraulic calculations. A separate Fire Department permit is required. See the Automatic Fire Sprinkler Handout for additional requirements. Yes _ No _ N/A 15. Provide fire alarm plans and specifications. A separate Fire Department permit Is required. All equipment must be UL listed. Systems must be NFPA 72 compliant and have two means of signal transmission. See the fire alarm system handout for additional requirements. Yes No _ N/A 16. Fire alarm system must be centrally monitored, and the monitoring company must be able to differentiate between a sprinkler waterflow alarm and other fire alarms, such as manual pull stations and smoke detectors. Yes No N/A 17. Fire alarm control panels shall be protected with a smoke detector near the panel. Yes No N/A 18. Upon installation, all fire protection systems shall be pre -tested before calling for an inspection. If during the inspection any fire protection equipment fails to function properly, the inspection will need to be rescheduled and a re -inspection fee may be charged. Yes No _ N/A 19. See attached requirements or additional items listed below: 20. The following contact information must be provided with all plans: Contractor Phone Building Owner Phone Business Owner Phone Architect Phone Fire Protection Engineer Phone 4/O1/2005 New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 3 of 3 CHANHASSEN GATEWAY Approved 6/27/05 PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a MDCED USE PUD including a NEIGHBORHOOD COMMERCIAL, OFFICE AND RESIDENTIAL. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and office uses shall be limited to the area located south of Highway 212. Residential uses shall be located north of Highway 212 and along the western portion of the southern half. • Small to medium-sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows) • Banks with a drive-in service window • Office • Day care • Neighborhood scale commercial up to 8,000 square feet per tenant • Convenience store with or without gas pumps • Specialty retail (Book Store, Jewelry, Sporting Goods Sale/Rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • Personal Services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a Tailor Shop, Shoe Repair, Self -Service Laundry, Laundry Pick-up Station, Dry Cleaning, Dance Studios, etc). • Residential High Density (8-16 units per net acre). The total number of units for the entire site may not exceed 150 units. C. Building Area • Commercial/Office — Not to exceed 75,000 square feet for the entire development • Maximum Commercial/Office lot usage is a Floor Area Ratio of 0.3 • Maximum office/commercial building area per tenant may not exceed 8,000 square feet • Maximum residential units may not exceed 150 units. d. Prohibited Ancillary Uses Drive-thru Windows except banks or pharmacies. Outdoor storage and display of merchandise e. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building/ Parking Setbacks feet Lyman Boulevard 50/50 Highway 101 50/50 Highway 212 50/50 Northerly Project Property Line 50/20 Westerly Project Property Line 50/20 Internal Project property lines 0 /0 Hard Surface Coverage -Residential 50 % Commercial and Office Hard Surface Coverage 70 % Maximum Commercial (Retail) Building/Structure Height 1 story Maximum Office Building/Structure Height 2 stories Maximum Residential Building/Structure Height 35 or 3 stories, whichever is less f. Non Residential Building Materials and Design There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. Buildings and site design shall comply with design standards outlined in Article XXIII. General _ Supplemental Regulations, Division 7 of the Zoning Ordinance. 2 g. Residential Standards Buildings and site design shall comply with design standards outlined in Article =11. General Supplemental Regulations, Division 9 of the Zoning Ordinance. 1. All units shall have access onto an interior private street. 2. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick, stone, etc. 3. All foundation walls shall be screened by landscaping or retaining walls. h. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights -of -way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard, north and south of Highway 212 and west of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls maybe required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. i. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever 3 possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. j. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a. Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; b. Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; c. Ensure that signs do not create safety hazards; d. Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; e. Preserve and protect property values; f. Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; g. Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. j.l. Project Identification Sign: One project identification sign for the commercial portion of the development located at the entrance off of Highway 101. Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. j.2. Monument Sign: 0 One monument sign shall be permitted at the entrance to the development off of Lake Susan Drive. One monument sign per lot shall be permitted for the commercial portion of the site. These signs shall not exceed 24 square feet in sign display area nor be greater than five feet in height. These signs shall be setback a minimum of 10 feet from the property line. j.3. Wall Signs: a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend greater than 20 feet above the ground. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. M. Festive Flao/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are tom or excessively wom shall be removed at the request of the city. j.5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. j.6 Directional Sh2s a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights -of -way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and finnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. j.7. Prohibited Signs: • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area • Menu Signs are prohibited. j.8. Sign Design and Permit Requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. 21 Wall signs may be permitted on the "street" front and primary parking lot front of each building. k. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than %: candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. Non Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The officelpersonal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. in. Residential Parking shall comply with city code requirements. .YR..... I.Y.I.. 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Box 147 Chanhassen, MN 55317 "J FEB 0 C'- 2006 CITY OF CHANHASSEN Subject: Gateway North -Gateway Place Minnesota Department of Transportation (Mn/DOT) Review # P 06-003 Northwest comer of re -aligned TH 101 and future Trunk Highway (TH) 212 Chanhassen/Carver County Mn/DOT Control Section # 1009 Dear Ms. Aanenson: The Minnesota Department of Transportation (Mn/DOT) has reviewed the above -referenced plat in compliance with Minnesota Statute 505.03 Subdivision 2., Plats. Please respond to these comments prior to any further development: Area Roadway design: • For your information, we have enclosed the Released For Construction (RFC) Plan for Lake Susan Drive in the vicinity of the Gateway North/Gateway Place Apartments. It includes the access locations that will be built as a part of the TH 212 Design -Build Project. For questions on these points, please call Mary Lacho, Mn/DOT Metro District Highway 212 Design Engineer, at (952) 368-5610. Water Resources: A drainage permit will be required. This development borders existing TH 101, proposed TH 101 and proposed TH 212. In the near future, existing TH 101 will be turned over to the City of Chanhassen, and proposed TH 101 will be turned over to the County. The proposed development does have a pond located at the Northeast comer of existing TH 101, and proposed TH 212. This development must use prescribed outflows in accordance with the TH 212 design documents. The proposed development will need to maintain existing drainage rates (i.e., the rate at which storm water is discharged from the site must not increase). The City or project developer will need to submit before/after hydraulic computations for both 10 and 100 year rainfall events verifying that all existing drainage patterns and systems affecting Mn/DOT right of way will be perpetuated. Drainage maps with flow arrows must be included in the material submitted to Mn/DOT Metro District. For questions on TH 212 design -related issues, please call Mary Lacho, Highway 212 Design Engineer, at (952) 368-5610. An equal opportunity employer Mn/DOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such areas. The project proposer should assess the noise situation and take the action deemed necessary to minimize the impact of any highway noise. If you have any questions regarding Mn/DOT's noise policy please contact Peter Wasko in our Design section at (651) 582-1293. As a reminder, please address all initial future correspondence for development activity such as plats and site plans to: Development Review Coordinator Mn/DOT - Metro Division Waters Edge 1500 West County Road B-2 Roseville, Minnesota 55113 Mn/DOT document submittal guidelines require three (3) complete copies of plats and two (2) copies of other review documents including site plans. Failure to provide three (3) copies of a plat and/or two (2) copies of other review documents will make a submittal incomplete and delay Mn/DOT's 30-day review and response process to development proposals. We appreciate your anticipated cooperation in providing the necessary number of copies, as this will prevent us from having to delay and/or return incomplete submittals. If you have any questions, please feel free to contact me at 651-582-1462. Sincerely, �'10'/� ;A C V�6 Mary McNeff Transportation Planner Enclosure: - Mn/DOT right-of-way map showing Mn/DOT right-of-way and Mn/DOT access control - Mn/DOT Released For Construction map for Lake Susan Drive near Gateway North/Gateway Place Apartments cc: John Freemyer, Carver County Surveyor, Cologne, MN Roger Gustafson, Carver County Engineer, Cologne, MN Jamie Thelen, Chanhassen Gateway Place LLC, Albany, MN Warren L. Dellis, Westwood Professional Services, Eden Prairie, MN DATE PLANNING CASE PROJECT SWMP FEE WORKSHEET December 15, 2005 Gateway North Site Area in Acres Assessable area 2.19 ZONING CLASSIFICATION WATER QUALITY WATER QUANTITY Rate per Acre P11D - High Density $ 2,241.00 2.19 $ 4,907.79 Rate per Acre Acres Total $ 5,957.00 2.19 $ 13,045.83 CREDITS ITEM UNIT QUANTITY 50% UNIT TOTAL, PRICE Storm water pond acre 0 0.5 $ 2,241.00 $ Outlet structure each 0 $ 2,500.00 $ SVIW FEE $ 17,953.62 SWMP CREDITS $ - TOTAL SWMP FEE $ 17 Gateway North 2.19 acres 48 units Fee Schedule 2005 Surface Water Management quality $2,241 / acre $4,908 quantity $5,957 / acre $13,046 Park fees 48 x $3,100 / unit $148,000 Sanitary Sewer 48 x $1,458 $69,984 Water hook-up $2,955 / unit $141,840 Site Inspection w/ development contract Street light w/ development contract Admin Fee w/ development contract Building Permit w/ building permit Recording Escrow w/development contract GIS Fees w/development contract Total $377,778 Ito be paid in 2005 rrk sv RECEIPT CITY OF 7700 MARKET BLVD. • P.O. BOX 147 CHANHASSEN CHANHASSEN, MN 55317 No. 7 8 2 5 5 HONE: (952) 227-1100 RECEIVED OFF VL n 1yDATE �� l✓ TOTAL AMOUNT j CH�E}CK CASH ❑ DEPUTY TREASURER Muulesota Hol'cin_a Finance Agency 400 Sibley Street, Suite 300, St. Paul, MN 55101 651.296.7608 try 651.297.2361 July 12, 2005 The Honorable Tom Furlong City of Chanhassen 7700 Market Boulevard, P O Box 147 Chanhassen, MN 55317 Re: Application for Funding Dear Mayor Furlong: 800.657.3769 ww .mhfa.state. mn. us The Minnesota Housing Finance Agency (MHFA) has received a request for funding for the attached referenced development(s) located in your community. Attached is an outline of the proposal as submitted. The MHFA assists eligible sponsors by providing financing for the development, construction, acquisition and rehabilitation of decent, safe and affordable rental housing. As part of the review process, the MHFA is interested in receiving your community's comments regarding the development(s). Please provide any comments you may have on this proposal to the MHFA by August 12, 2005. If you have previously commented on this proposal, it is not necessary to do so again, unless you wish to add new or additional information. Please address your comments to: Minnesota Housing Finance Agency Multifamily Development 400 Sibley Street, Suite 300 St. Paul, MN 55101-1998 If you have any questions, please call the MHFA at (651) 296-9821, or toll free at 1-800-657-3701. Thank you in advance for your time and consideration. Your Housing Resource of Choice Equal Opportunity Housing and Equal Opportunity Employment D #: D4057 Name: Gateway Place App #: Vol1232 HTC : 06029 Minnesota Ho Finance e�cyng EVHI: MHIG Notification of Local Official 1. Please type this exhibit 2. Provide the name of the local official jurisdiction in which the project shall be located, and include the name and address of the chief executive officer (in most cases Mayor) of the political jurisdiction. Name of Political Jurisdiction: Name of Cluef Executive Officer: Title: Address: City: State / Zip Code: Telephone: City: Development Name: Street Address: Developer: Number of Buildings: City of Chanhassen Tom Furlong Mayor 7700 Market Boulevard, PO Box 147 Chanhassen Minnesota 55317 (952) 227-1100 Notification of Housing Proposal Chanhassen Gateway Place xxx Lake Susan Drive Stealth Ventures, LLC New Construction Substantial Rehabilitation lul 11 Unit Sizes Proposed Unit Mix Proposed Rents Efficiency / SRO: 1 Bedroom: 6 approx. $ 650 2 Bedroom: 27 approx. $ 825 3 Bedroom: 15 approx. $ 900 4 Bedroom: Total: 48 Brief description of proposal: New construction of a 48 unit multifamily building for working families in Chanhassen. Mlmesora Housing Fin ce Agmq I CH RTC From #18 Multdwnly Housing R==e MHR Fom 103 Housing Tax Credit Progrm 612004 PARCEL 1 (revised 8/24/05) That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24; thence along the west line of said Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 1495.27 feet to a point that is described as the "Point of Beginning" of Tract B in Document No. 306531, on file and of record in the office of the County Recorder and said point also being on the northerly Right of Way line of Highway 312 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17, Carver County, Minnesota; thence along said northerly Right of Way line, North 00 degrees 01 minutes 22 seconds West, a distance of 174.31 feet to the Point of Beginning of the Tract of land herein described; thence along said northerly Right of Way line, the following two (2) courses: thence North 89 degrees 33 minutes 41 seconds East, a distance of 63.00 feet; thence South 00 degrees 01 minutes 22 seconds East, a distance of 134.66 feet to a corner of said northerly Right of Way line common with the northerly line of a certain tract of land described in said Doc. No. 306531; thence northeasterly along said northerly Right of Way line common with said Document No. 306531 the following three ( 3 ) courses: thence along a curve, concave to the southeast, whose elements are: arc length of 419.19 feet, radius of 4669.60 feet, central angle of 05 degrees 08 minutes 36 seconds and a chord that bears North 61 degrees 09 minutes 27 seconds East, a distance of 419.05 feet; thence North 19 degrees 12 minutes 32 seconds East, a distance of 49.59 feet; thence North 71 degrees 27 minutes 35 seconds East, a distance of 67.79 feet to the intersection with the westerly right of way line of Trunk Highway No. 101 as shown on said Minnesota Department of Transportation Right of Way Plat No 10-17; thence northerly along said westerly line, the following two (2) courses: thence North 01 degrees 48 minutes 38 seconds East, a distance of 414.90 feet; thence North 20 degrees 41 minutes 17 seconds West, a distance of 38.07 feet to the intersection with the southerly right of way line of Lake Susan Drive as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17; thence southwesterly along said southerly line of Lake Susan Drive the following four (4) courses: thence along a curve, concave to the south, whose elements are: arc length 75.42 feet, radius of 250.00 feet, central angle of 17 degrees 17 minutes 09 seconds and a chord that bears South 56 degrees 55 minutes 33 seconds West, a distance of 75.14 feet; thence South 48 degrees 16 minutes 58 seconds West, a distance of 225.39 feet; thence along a curve, concave to the north, whose elements are: arc length of 254.20 feet, radius of 350.00 feet, central angle of 41 degrees 36 minutes 49 seconds and a chord that bears South 69 degrees 05 minutes 22 seconds West, a distance of 248.65 feet; thence South 89 degrees 53 minutes 47 seconds West, a distance of 47.02 feet to said west line of Section 24, being also the centerline of the existing right of way for Trunk Highway No. 101 and also an easterly line of the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the office of the County Recorder, Carver County, Minnesota; thence along said west line of Section 24, South 00 degrees 01 minutes 22 seconds East, a distance of 305.89 feet to the Point of Beginning. Containing 211,552 sq.ft. or 4.8566 acres of land PARCEL 3 (revised 8124/05) That part of the Southwest Quarter of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, described as follows; Commencing at the southwest corner of said Southwest Quarter, being also the West 1/4 Corner of said Section 24; thence along the west line of said Southwest Quarter, North 00 degrees 01 minutes 22 seconds West a distance of 88.01 feet to the "Point of Beginning" of a parcel of land described as an "Exception" to Tract "B" in Document No. 306531, being also the Point of Beginning of the tract of land herein described; thence continuing along said west line, North 00 degrees 01 minutes 22 seconds West, along the westerly line of said "Exception", a distance of 604.46 feet to most northwesterly corner of said "Exception"; thence along the northerly lines of said "Exception", the following three (3) courses; thence South 79 degrees 56 minutes 11 seconds East a distance of 33.52 feet; thence North 59 degrees 32 minutes 26 seconds East a distance of 485.53 feet; thence South 53 degrees 19 minutes 20 seconds East a distance of 122.71 feet to the most northeasterly corner of said "Exception"; thence along the easterly line of said "Exception", South 00 degrees 01 minutes 22 seconds East a distance of 776.19 feet to the southeasterly corner of said "Exception"; thence along the southerly line of said "Exception", North 89 degrees 30 minutes 16 seconds West a distance of 471.64 feet to the northeasterly line of Book 114 Page 398 on file and of record in the office of the County Recorder; thence North 44 degrees 54 minutes 34 seconds West along said northeasterly line, a distance of 64.32 feet to the west line of said Book 114 Page 398; thence South 0 degrees 01 minutes 22 seconds East along said west line of Book 114 Page 398, a distance of 45.35 to said southerly line of "Exception"; thence along said southerly Iinl of "Exception", North 89 degrees 30 minutes 16 seconds West a distance of 33.CO feet to the Point of Beginning. Containing 401,746 sq.ft. or 9.2228 acres of land PARCEL4 That part of the Southeast Quarter of the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver County, described as follows; Commencing at the southeast corner of said Southeast Quarter, being also the East 1/4 Corner of said Section 23; thence along the east line of said Southeast Quarter, North 00 degrees 01 minutes 22 seconds West a distance of 88.01 feet to the "Point of Beginning" of a parcel of land decribed as an "Exception" to Tract "A" in Document No. 306531, on file and of record in the office of the County Recorder, Caver County, Minnesota, being also the Point of Beginning of the tract of land herein described; thence along the southerly line of said "Exception", North 89 degrees 10 minutes 34 seconds West a distance of 777.79 feet to the southwesterly corner of said "Exception'; thence along the northwesterly lines of said "Exception", the following two (2) courses; thence North 51 degrees 10 minutes 25 seconds East a distance of 955.61 feet; thence South 79 degrees 56 minutes 11 seconds East a distance of 33.52 feet to said east line of Section 23; thence along said east line, South 00 degrees 01 minutes 22 seconds Beginning. East a distance of 604.46 feet to the Point of Containing 247,111 sq.ft. or 5.6729 acres of land �VICIN/TY MAP PARCEL _5 (revised 4111 /05) That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24; thence along the west line of said Section 24, South 00 degrees 01 minutes 22 seconds West, a distance of 727.22 feet to the Point of Beginning of the land herein described; thence continuing along said west line, South 00 degrees 01 minutes 22 seconds East a distance of 187.88 feet to a northely line of Minnesota Department of Transportation Right Of Way Plat No. 10-17, a plat that is on file and of record in the office of the County Recorder, Carver County, Minnesota, thence along said northely line of Minnesota Department of Transportation Right of Way Plat No. 10-17, the following four (4) couses: thence North 89 degrees 53 minutes 46 seconds East a distance of 46.89 feet; thence along a curve concave to the northwest, whose elements are. arc length of 181.57 feet, radius of 250.00 feet, central t r North 69 degrees 05 angle of 41 degrees 36 minutes 48 seconds and a chord the bees g minutes 22 seconds East, a distance of 177.61 feet; thence North 48 degrees 16 minutes 58 seconds East a distance of 225.39 feet; thence along a curve, concave to the southeast, whose elements are: arc length of 61.18 feet, radius of 350.00 feet, central angle of 10 degrees 00 minutes 57 seconds and a chord that bears North 53 degrees 17 minutes 27 seconds East a distance of 61.11 feet to the intersection with the south line of the north 660 feet of said west half of the Northwest Quarter; thence along said south line, North 89 degrees 19 minutes 33 seconds West a distance of 397.14 feet to the easterly right of way line of Highway No. 101, being also the most northeasterly corner of a certain tract of land deeded to Bell Telephone and described in Document No. 90735, on file and of record in the office of the County Recorder, Carver County, Minnesota; thence southeasterly, southwesterly and northwesterly along the lines of said certain tract of land deeded to Bell Telephone in Document No. 90735, the following three (3) courses: thence South 26 degrees 47 minutes 09 seconds East a distance of 241.31 feet; thence along a curve, concave to the northwest, whose elements are: arc length of 85.00 feet; radius of 506.30 feet; central angle of 09 degrees 37 minutes 07 seconds and a chord that bears South 66 degrees 55 minutes 58 seconds West a distance of 84.90 feet; thence North 19 degrees 16 minutes 30 seconds West a distance of 192.70 feet to the Point of Beginning. Containing 54,012 sq.ft. or 1.2400 acres of land -NORTH LINE OF THE NW 1/4 OF SEC. 24, T.116, R. 23 / NORTH LINE OF THE NE 1/4 OF SEC. 23, T. 116, R. 23� FOUND STONE - MONUMENT / S 89 `19'33" E__-... . - -- -- -- -- -- -�-/ -- - -- -r-- --N--- NE CORNER OF SEC. 23 - NW CORNER OF SEC. 24 T 716, R. 23 I I T. 116, R. 23 ° I _EASTERLY RIGHT OF WAY l j '1 LINE OF HIGHWAY NO. 101 ° A I M 1 / `r ' T7 _ v V V / PIE i/ `L 4 / A Ill/ / `r ° e V V / e / E n ROADWAY AND U111 IVY EASEMENT I EXCEP77ON PER DOC NO 206 i58 b _ PART DEEDED TO BELL TELEPHONE o CO. DOG. N0. 90735 / /� SOURI LINT OF Lnk'I SUSAN DRIVE POINT OF '° rn n ¢ — UTILITY EASEMENT o PER MNDOI ROW P! AT NO. 10-17 / / V BEGINNING - - w Z / NO. 94-6 PARCEL 5 \\ / _ ° I. _J / •cR9•r9'.1.r"/ POINT OF BEGINNING _ I / N6979 33'W / y, 1. NJ - - - / / I--- -- / / CEN7ERLlNE 96-1 \ A�/ 397.14- / �. POINT BEING 1676.92 FEET NORTH Of- 1HF \ \ ) I I If N PARCEL •E. / SW CORNER OF THE W 1/2 OF NW 1/4. N o / V iLINE "5�6 q, / O SOUTH LINE OF THE NORTH 660. 470 FEET A UTILITY EASEMENT - \ N 1;o� �� c�5� . '/'KG� I z l —OF THE W. 7/2 of THE NW 1; a !7. SEC 24 — 1 NO. 94-6 e \ I w u "/ // o \ p 11N3 o� AND THE NORTH LINE OF TRACT B N8933'46"E �/ ' Ir'-/ I V L- PART OF HWY. DEDICATED TO THE \ A / A IE I r 7 / c ; PUBLIC ON THE PLAT OF CHANHASSEN - 9 tN g £ /� ry5.'''9q•�t \ \ '-+, O / �DRAINACE AND U77UTY EASEMENT o HILLS 3RD ADDITION. ) \ \ C6 / rr� 6r f ,•� N I t A I 1 / i / / PER DOC. NO. 91284 _ l ( \ „� " A$ \ 40' ROAD AND 077LITY ( (TO BE VACATED � �� \\\\�� ��\y / � +�6 ° :W \ ��- 1 V V V / / \ W F,��� r /I _ ° S 4 Jt1E52 / I � I EASEMENT Nn. 96-�1 I I o 6 a C /`' 0'* 1 3, I Y OI J �" `" / - T- - -T - T \ �0�3 ` I tIN ,GN I 1Z a J e ° C x15 ON \°2 � pdao� // /SEE DETAIL „A.. �` II / I I ,T� I I ����000� / of EVENS 1I oQ3 aARa�RA COURT V) �� aP\li PE / N ,l I r'a . '!L V��NO' (EPS i 1 2 - � r C o / / y, : 0 % / o I / POINT OF I N I •o p R V7 IT / o „� BEGINNING , � I� � ;� P P G N G G Ol > ^ NORTH ! WF OF THE SOUTH 1/2 OF THE NE 1/4; " I' PARCEL 6 \ .� N \5S 001 R GPI \ J it a of / �• 5 `g - - OF SEC. 23, T 116, R. 23 B _ I h ' �� E66 f 13 Jso N. o 2 2642_70 Curve number 1 Radius= 4669,60' Delta= 05°08'36' Arc= 419.19' Tangent= 209,74' Chord= 419.05' Chord Brg.= N.61 "09'27'E Curve number 2 Radius= 250,00' Delta= 17°17'09' Arc= 75.42' Tangent= 30,00' Chord= 75.14' Chord Brg.= S.56°5533'W. Curve number 3 -------------- Radius= 350,00' Delta= 41°36'49' Arc= 254.20' Tangent= 133,00' Chord= 248.65' Chord Brg.= S.69°0522'W. Curve number 4 Radius= 566.30' Delta= 03°22'20' Arc= 33,33' Tangent= 16.67' Chord= 33.33' PARCEL 6 (revised 8/24/05) PARCEL 7 That part of the Southeast Quarter of the Northeast Quarter and the Northeast Quarter of That part of the Southeast Quarter of the Northeast Quarter of Section 23, Township 116 the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver North, Range 23 West, Carver County, described as follows; County, described as follows; Commencing at the Northeast Corner of said Section 23; thence along the east line of Beginning at the southeasterly comer of Trunk Highway No. 101 as dedicated on the plat said Section 23, South 00 degrees 01 minutes 22 seconds East, a distance of 1476.92 of Chanhassen Hills 3rd Addition, a plat on file and of record in the office of the County feet to the southeasterly corner of a certain tract of land deeded to Meritor Development Recorder, Carver County, Minnesota, being also on the westerly line of said Section 24, Corporation in Document No. 104301, being also the point of beginning of the tract of being also on the centerline of said Trunk Highway No. 101; thence South 00 degrees 01 land herein described; thence along the southeasterly line of said Document No. minutes 22 seconds East, along said centerline, a distance of 212.17 feet to the 104301. South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the southeasterly corner of a certain tract of land deeded to Meritor Development east line of said Chanhassen Hills 3rd Addition, being also the westerly right of way line Corporation in Document No. 104301; thence along the southeasterly line of said of Trunk Highway No. 101; thence along said westerly right of way line, South 00 Document No. 104301, South 54 degrees 25 minutes 33 seconds West, a distance of degrees 11 minutes 39 seconds East, a distance of 24.75 feet to a southeasterly comer 38.32 feet to the east line of said Chanhassen Hills 3rd Addition; thence along said east of said Chanhassen Hills 3rd Addition, being also the northwesterly line of a certain line, North 00 degrees 11 minutes 39 seconds West, a distance of 234.30 feet to the parcel of land described as Tract "A" in Document No. 306531, on file and of record in southwesterly corner of said dedicated part of Trunk Highway No. 101; thence along the the office of the County Recorder, Carver County, Minnesota; thence along said N southerly line of said dedicated part, North 89 degrees 41 minutes 51 seconds East, a northwesterly line, North 47 degrees 18 minutes 09 seconds East a distance of 42.30 distance of 31.87 feet to the Point of Beginning. feet tc said east line of Section 23; thence along said Section line, North 00 degrees 01 minutes 22 seconds East a distance of 18.36 feet to the Point of Beginning. Containing 7,039 sq.ft. or 0.1616 acres of land. N • SCALE: 1 INCH = 200 FEET 200 400 600 Scale in feet O IRON SET IRON FOUND O FOUND CARVER COUNTY MONUMENT 7 c� \ � /� I -- O", 1 i w I w Curve nu er 6AI 1 \� / \ `y, 3\ c \ // / v . S 14 \ I US NS No. > �� � "i I Radi - 350,00' / r!i%' / \ . - . _ , c(�. .. \ / �e Ea I � I g0 �11E o �? ?0. I 7 / A Ij P00 do'PS�� I .L — �Ep g3 0/ \° '�i F P I I T 1 / `r o= De a= 10 00'ST /� 1� "\ sV 9R0 �P��os I I "� As5 °/ \ nT Tel E_ i Tan ant= 46.3T v y V m c= 61.18' /\ ;s \ \ bS �G POJPGP �°3 1�6yti 26� °/ / A u Chod= 61.11' oNI I \ a6 u J r—� \\/Jfv\//I P55ta��oo1009� `t�s��ii i y^jhgl �593�°�J yA� /fro C\ I Chord Brg N.53°17'27E c. / �\ s \ lY �� \I /X% p O �Lo6tj� I IA Curve number 7 �I /� N r�./ 1j3.24.31"Q I 1 �pfva� \/\ _ _ — _ / �0, v� ,aj /° I (\�� C\� (J O------------- 660 ------------ De�ta= IS'33'018' IA I / N j7g.19 \ \ - GEE�VPc\ '`\ //� EP`' '( V� o I I I G�Q lop G• ° Arc= 162288'. V V F.O�PP \ / ' I T Y"• V �° e3.0'0-I I \ \ 2 Q R o ^ ',� I Chord Br / / ev.Nq •4 \ �< 01 Sc �d \ 5� r r I < I Tan ant- 816.46' / U 617.90' �I w \ rJ \ I g,= N.50'S4'3TE y \ Nory hh./ r\r �� OEPOO ` r P /1 / to \I z ° � 1 �, 0 9�Fq ryory�/ ,rJ �P�DoOROpS r / IF_ r1 l L v/ I e j \ W \ PARCEL ,3 - \ Curve -number I \ a< 'yam _ \ I I P5 �,P.� / / A I ° 6l I I " \ �- I ' '�`I-8 T r "\'y \ES \\ I I yOJP� ��0 � U � L- /// r / `r /6� 'F I � r od I \ J P 514.�7" Radius= 506,30' / G oa c 3 I C "�• \ _� \ _ _ -) 'le0(c,p J� / i /°y5�p25 IPP Acd7Po es�g5�� �N •I 'i o MES1 ° a N90b000 E D2(ta= 09°3T07. \... pUS •R-J 5 `--3' %'/ °/ �5 PO % N A4 �� I ,iyo oQ ' LINO, 9<E6 iI �/ ,� Tarrge8.00'4t�.60" _ G a keg ,ry ^o EXCESS ACQL 0 I ti N\ 1 Y -� ¢� P PI RCEL , 1,, u u_ w2� 1 3 TRACT AST7ON Chord B84.905.66'S5'S8'W. " 1 � I - - - -r I • o/°/ I POINT OF x I CT\\ A I NO g CI -.. o� I // 6 / ,/..- I .I. /i LINE 3" \ o) `� \�, 0 �LiFiE 2 I I fYi I o e 2 5193782 ' I / / I N897034'W I PARCELS \ %> i /�q yf'34"M \\ 2 00 N E QGn- 0„W - °— A— 3 & 4 \ I n ` 32 N8930'16"W\ 12 I / �/ N8 �078 "W l �� I L `i25 27''15��CHANHASSENSOUTHER HILLS 3RD ADD. a °_A—LY LINE 07 e n79 " e'a e �r 4�1.$40�0—o - I _--N64$108"W1 _- _-_ -- _- - - �°_ _2 _ / SEE DETAIL/a BB.o1 / \ -- -- ------ -- --------M8910'Z6JY _ __ ___ _ __ _____ ----340.atE40.00-1------ 526_50--- - - - - - ___ ---� —_ - - -..- - - - - - - �, 10000 Ti y "-i- - - -_ _ _ -- ---- --- -z - ---=------ BLVD= ----- �� - - - UVE "4 S8970'34 E 1e16.10 EXCEPT70N 1413.71 - \ �SWCORNER OFTHE NE;1/4 -----------.-------- -- - - -- � \ \ - SEC. 23, T.116, R_ 23 / ` S E.1143 CORNERR 23 - \ -'W 1/4 CORNER OF \ 1 \\ E. -W. 1/4 LINE OF \ \ (- SW CORNER OF LOT I,BLOCK .4, � - _ E -.W. 1/4 LINE OF SEC: 24, T 116, R. 23\ \ - - SEC. 24, 4 LINE R. 23 \ \ CHANHASSEN HILLS 3RD-ADD. --- \ - \ 24' ROAD AND UTILITY EASEMENT ,,- SEC. 23, T.116, R. 23 I - 50i- � • UTILITY PER DOG. NO'S 96-1 AND 94-6 EASEMENT NO. 96-1 f- 1 01 g3� x / is , POINT OF 9s7'v \I / .4{6t W oo all ° V s� =2 > ( Chord Brg,= N,82°00'3TE /313 / BEGINNINGS \L_,,�1, r1589g7 2�' /`� 4'j,�•p �i V I 5191g56 E/�i 4,o��/N� k00� /� PARCEL 1/ Y 8,7_ Ly3�N8933'41 £ °/° - _ 7 - 63.00 F - / so EASTERLY LINE OFA , �ko I�+ /o �/ ��, o Curve number 5 6 CHANHASSEN HILLS 3RD ADD r.1m cy J[p I o °o/ (�� ` w �' ( W -------------- Radius= 250.00' vrn /� \ \ \�a� / \� J \� W� Delta= 41°36'48' ! / v 1 / •r'+'/ rn / / , ;t' \ 6 I `I \ I o Arc= 181.57' \ c0� / \ A15- \ �4 -312 YPER MNDO ROW W o r P J I :Tangent= 9500' /� \ 2 1y PLAT NO. 10-17. Chord= 177.61' t\J` \ \ .5•E 11� I A?,3 �9�. N'LY LINE OF DOG. N0. cO I 2 2 Chord Brg,= N. °05'22'E 306531 W 660 Containing 672 sq.ft. or 0.0154 acres of land. \ QUOv`9AA R0 p- 5 N89 3346 "E < � �I � / � � G %�/ / D 1 _ - 100 46.89 \ / \ DETAIL "A" � I / ��1N\V O�RP03A9 10 POINT OF N I I W BEGINNING I o; rnI �v `L PR o 0�P PARCEL 6\^ d I `�' P G 0 E0� _ _ P ° I N o — N of o \50� R GPI °J \� I �I� ���66�6�J5 ft ° 1 8g 47 5 `23'$ o \ N8933 41 E I o >�63.00 /PARCEL 6-_ R �I\-- �j° ___7_�N / N 3 N o 7� rn ,� jNl �o I� �° POINT OF \I \ \ °�' N N �ofQ)) ly/° BEGINNING N PARCEL 1 / PARCEL 7\ N N IZII I N'LY ROW LINE HWY. 312 PER � �, MNDOT ROW PLAT NO. 10-17 �4,;r>> POINT OF �23N 9 F BEGINNING / Q PARCEL 7 P.O.B TRACT B IN DOG. / N NO. 506551 ALSO N'L Y ROW LINE HWY. J12 PER MNDOT ROW PLAT NO. 10-77 1"=50' West Line of Book 114, / Page 398 DETAIL "B" W � N \ N \ OL O wi \ \ U) 6" \ 1 N89 "10'34 "W \ N89 N '16 V I�JNortheosterly Line ofl Book 114, Page 398 -NOTES TO SURVEY— �.,..+. „ ,,,, ,."•w .. . ..... ..... 1. Orientation of this bearing system is based on MNDot Commissoner's Order Map # 1017. 2. This survey has been prepared based on Commitment for Title Insurance issued by First American Title Insurance Company, bearing Commitment number No.: NCS-79779-MPLS, dated effective March 9, 2005 at 7:30 A.M. Only easements listed in Schedule B, Section 2 of this title commitment policy have been shown on this survey. 3. Existing Zoning of this property is as follows per the city of Chanhassen zoning department: Parcels 1,5,6,7: PUD-R Parcels 3,4: MIXED USE 4. Per the ti a to Insurance Program, Flood Insurance Rate Map, Community Panel Number 270173 000 3 C, Map Re 'se mmQbar 1 2. This p�ropertygis�"Zone X", areas determined to be outside the 500-year floodplain. 5. Per he c i� eht, no utilities ha eenn physically located or shown on this survey. 6. There is no observable evidence of earth moving work or building construction, of this site used as a solid waste dump, sump or sanitary land fill as of the date of this survey. 7. There is no observable evidence of street repairs or sidewalk construction as of the date of this survey. �. Denotes right of access being the right of ingress to and agrees from Trunk Highway No. 312 to adjacent lands. Per Doc. No. 306531 (Exception No. 12) and labeled on this survey as "Lines 2, 3, 4, 5 & 6". O Denotes access control per Minnesota Department of Transportation Right of Way Plat No. 10-17. 8. Existing right-of-way is as shown per copies of Document numbers 96-1 and 964 provided by the city. CERTIFICA TION I hereby certify to Sand Properties, Inc., Community Bank Corporation and First American Title Insurance Company, that: This map or plat and the survey on which it is based were made In accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," as jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes items 1, 2, 3, 4, 6, 14, 15 and 16 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS and ACSM and in effect on the date of this certification, undersigned further certifies that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the " Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys" and that in locating or identifying recorded easements or other recorded documents, I have relied upon the Commitment for Title Insurance issued by First American Title Insurance Company, having an effective date of March 9, 2005 at 7:30 A.M., and bearing Commitment number NCS-79779-MPLS. By: Bryan T. Balcome, Land Surveyor, License No. 42594 05/02/05 Z O 1- IL_ IY U CO O fn ZZU) CO W W F- Z W 002 UU0 ~}U 2OfZ WO Cl) WQOU Z LU Mtou0 o00 Q N O N 000 WN C7 W 0 H Q a m Y � T m Co 0 Z Y J w W W . . U X Z 0 U H U_ o a r�� CO C C •ro : w CO 3 ko al F t) m�U 3 Ewa h ka �N • 0) U 1\Sig IW W c y • CID V ko o 00 O Q) A C .•'\ U m • a CO wig W U w Wu) w V/ < LL N � = o O Q Q Z_ ~ _ UZ0ZLL U z � w Q 06 WQ UJzQ r^ UC) Q Za J J Q SHEET NO. 1 / OF 2 \ I� II \ I \ V I \ \ EXISTING TELEPHONE \ ISWITCHING BUILDING \ I \ I I I I I I i I I I I 1 JBC / 4- Yf (\\ 4- YCU 2- SG 2- S ENTRANCE `\ *A SIGNAGE i S� EDGE OF GA A5HPALT \ rf 8- ATG \ j 4- 55M 4- 5GM 4- DRT EDGE OF �� I A5HPALT LANDSCAPE PLAN SCALE: I : 40'-0" 55M r 5- YCU 2- JA 2- J t Q ¢ *A X .0 �j i ,X / / / SffE SO. F.T.= 95,41 I t 2.19 ACRES VICINITY MAP G"-01 CONIC. 51DEWALK 4- JA 4- JBC 4- CA 4- DRT 4- PDM 4- Yl- 4- YCU 2- 5GM b 2- 55M m _v v O SETBACKS REQUIREMENTS 50'-0" @ HWY #2 1 2 * # 101 30'-0" ELSEWHERE TOTAL PARKING 47 = SURFACE PARKING STALLS G I = BUILDING GARAGE STALLS 105 = TOTAL 51TE PARKING STALLS 105 = PARKING STALLS REQUIRED (48 UNITS X 2.25) 19, 1 G2 5.1'. VEHICULAR USE 1,533 S.F. ISLAND LANDSCAPE REQ. (8!O) 1,890 S.F. ISLAND LANDSCAPE PROVIDED LANDSCAPE BUFFER REQUIREMENTS BU FFER-1 : 3CO-O" of 25'-0" BUFFER TYPE 'B' 3 - TOTAL CANOPY TREES REQUIRED G - TOTAL UNDER5TOKY TREES REQUIRED 12 - TOTAL SHRUBS REQUIRED B U FFE R-2 : 570'-0" of 30'-9 BUFFER TYPE 'B' G - TOTAL CANOPY TREES REQUIRED 12 - TOTAL UNDER5TORY TREES REQUIRED 12 - TOTAL SHRUBS REQUIRED BU FFER-3 : I GO'-O" of 1 O'-0" BUFFER TYPE W 2 -TOTAL CANOPY TREES REQUIRED 4 - TOTAL UNDERSTOKY TREES REQUIRED G - TOTAL SHRUBS REQUIRED PLANTING LEGEND LANDSCAPING SHOWN BUFFER-1: 3 - TOTAL CANOPY TREES 14 - TOTAL UNDER5TORY TREES (CONIFERS) 5 2 - TOTAL SHRUBS BUFFER-2: 18 - TOTAL CANOPY TREES 20- TOTAL UNDER5TOKY TREES (CONIFERS) 48- TOTAL SHRUBS BUFFER-3: 2 - TOTAL CANOPY TREES 4 - TOTAL UNDER5TOKY TREES I G - TOTAL SHRUBS SYMBOL MARK COMMON NAME SIZE BOTANICAL NAME MARSHAL ASH (D A FRAXINU5 PENNSYLVANICA 2" 8413 ROYAL RED MAPLE O A- I ACER PLATANOIDE5 2" B*B O B SPRING SNOW CRABAPPLE MALU5 SPRING SNOW 1-1 /2" BBB LINDEN AMERICAN 0 C TILIA AMERICANA 2" B*B BLACK HILLS SPRUCE D PICEA GLAUCA DEN5ATA G FT. BtB WHITE PINE ® D- I PINU5 STRUBUS 5 FT. B*B NORWAY PINE ® D-2 PINU5 RE51NO5A G FT. 0413 SHRUBS IN MULCH BED: E COMBINATIONS A5 SHOWN: "TECHNY GLOBE" ARBROVITAE ATG THUJA OCCIDENTAL15 1 5" - 18" BURNING BUSH DWARF BBD EUONYMUS ALATU5 COMPACTUS 3 GALLON CURRANT ALPINE CA RIBE5 ALPINUM 2 GALLON RED TWIG DOGWOOD DRT CORNUS ALBA "ELEGANT155IMAu 2 GALLON JUNIPER ANDORRA JA JUNIPERUS HORiZONTAL15 (Y) 5 GALLON JUNIPER BLUE CARPET JBC JUNIPERUS SABINA (CALGARY) 5 GALLON PINE DWARF MUGHO PDM PINU5 MUGO 15" - 18" 5PIREA GOLD MOUND 5GM 5PIREA X MOUND 2 GALLON 5PIREA SNOW MOUND 55M 5PIREA NIPPONICA 2 GALLON YEW TAUTON YT TAXU5 X MEDIA 15" - 1811 YEW CAPITATA UPRIGHT YCU TAXU5 CU5PIDATA 18" - 24" 404ASCI Sand Companies, Ina Con.rutl *Proper(, MmmgmN #De cloMo 336 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 Office: (320) 202-3100 Fax: (320) 202-3139 Website: www.SandCompanfexcom E Mail: SCICSandCompank .com NOTES ROCK MULCH -LANDSCAPE BUFFER CITY OF CHANHASSEN RECEIVED MAR 2 i. 2006 CHANHASSEN PLANNING DEPT 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION & THAT 1 AM A DULY UCENSED ARCHITECT UNDER THE LAWS OF MINNESOTA SIGNATURE: TYPED OR PRINTED NAME: RICHARD A. HENNINGS REGISTRATION NO.: 1229.5 DATE: 3-9-06 THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND COMPANIES, INC. ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND COMPANIES, INC PROJECT NO.: 05-303 DRAWN BY: JAVICM CHECKED BY: R. HENNINGS DATE: 39-M REVISED DATE: --- GATEWAY PLACE CHANHASSEN, MN LANDSCAPE PLAN L-1.0 02003 Westwood Professional Services, Inc. r�. < I / easterly line of L �tl CHANHASSEN Hl 1 K` 3RD ADDI71 f` L. �1 I i I 1 - I r- \ asi CHA CHA \RD <I %C i 0 40 80 120 I hereby oerttty that this Plan was prep ed by am as veadef my dbeat auPevWon and that I am a duty Hcrosed LAND SURVEYOR ,order the laws of the State of MtnanoFa Fila r,.... 0-� • zy& Warm L Delles Dot /Z - ?-/- 05 - 1.U.. V. 41890 I Northwest corner of ---- Sec. 24, Twsp. 116, R. 23 Stone Monument CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PLANNING DEPT Surveyors Note: Site contour data and existing utility data provided by client from an outside source. Elevations are based on N.A.V.D. 1929 Benchmark: Top nut of hydrant, north side of Lyman Boulevard, 420t feet east of intersection with State Highway No. 101. Elva= 926.30 Bearings shown are based on the Carver County Coordinate System, NAD 83, 1996 adjustment • Denotes Found Iron Monument Q Denotes MnDot Monument . Westwood Profess!01`181 Services, Inc Rev dame 3701 12th St N., Suite 206 St CJoud, MN 56303 PHONE 320-253A495 FAX 320453-9737 _.�_J TOLL FREE 1-800.270.9495 � ■ari07d www.westwoodpLoorm Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 1� north 66000 feet ` \ —1„-- CV N 0 '% - Y . / , I 5o G� g ��� Gtoo WCMTY MAP (no scale) 4 Ip ,PAS R. « nww Lake A erne sr. n u S �a CHAN ASSEN M a�s=7. 8 v" s a "�-a vm uir m m.•ir Iw'r r , r. +a eery y+ v. rnn zr c+ mar v. Cityy ii pp I5 fin Qy Hafts" Yv n.aw Nn sr. 2 uo ansu a a Q 1II MW M1 A >J ud 6 It de to yy r rs ® a �' @ d o •� c.4 4 � � Lake S .p Q Ice pp y a. w. nun g c ,u� cu. 9 c,. d• ' rn d y Q U site IMVI r.3C' y3 m � was m Lnk n'. Riley per / = PROPERTY DESCRIPTION (provided b7 client) PAS (revised 8124105) 7bot part of described as the ws. est half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota Commencing at the Northwest Comer of said Section 24; thence along the west lineof said Section, 24, South 00 degrees Ol min f 22 DEVAOMVCONTRACT OWNER CHANHASSEN GATEWAY PLACE, LLC A TTN: JAMIE THELEN PO BOX 10 ALBANY, MINNESOTA 56307 PHONE.- 320-202-310C PROPERTY OWNER GATEWAY DEVELOPMENT, LLC A TTN: L YNNE WYFFELS 6385 SHADY OAK ROAD, SUITE 230 EDEN PRAIRIE, MN 55344 PHONE: 952-941— 7493 SVRVEY0W1MVGRVMM WESTWOOD PROFESSIONAL SERVICES 3701 12TH STREET NORTH SUITE 206 ST CLOUD, MINNESOTA 56303 PHONE.- 320-253-9495 SITE DATA: TOTAL SiTE AREA 6.26E ACRES ROW AREA 0.11E ACRES LOT AREA 5.60E ACRES OUTLOT AREA 0.55E ACRES ZONING CURRENT ZONING: PUDR—PLANNED UNIT DEVELOPMENT/RESIDENTIAL DISTRICT u es seconds East, a distance of 1495.27 feet to a point that is described as the Point of Beginning' of Tract B in Document No. 306531, on file and of record in the office of the County Recorder and said point also being on the northerly Right of Way line of Highway 312 as shown on Minnesota Department of Transportation Right of Way Plat No. 10-17, Carver County, Minnesota, • thence along said northerly Right of Way line, North 00 degrees 01 minutes 22 seconds West, a distance of 174.31 feet of the Point of Beginning of the Tract of land herein described,' thence along said northerly Right of Way line, the following two (2) courses: thence North 89 degrees 33 minutes 41 seconds East, a distance of 63.00 feet, thence South 00 degrees 01 minutes 22 seconds East, a distance of 134.66 feet to a comer of said northerly Right of Way line common with the northerly line of a certain tract of land described in said Doc. No. 306531, thence northeasterly along said northerly Right of Way line common with said Document No. 306531 the following three (3) courses: thence along a curve, concave to the southeast, whose elements are: are length of 419.19 feet, radius of 4669.60 feet, central angle of 05 degrees 08 minutes 36 seconds and a chord that bears North 61 degrees 09 minutes 27 seconds East, a distance of 419.05 feet; thence North 19 degrees 12 minutes 32 seconds East, a distance of 49.59 feet; thence North 71 degrees 27 minutes 35 seconds Eost, a distance of 67.79 feet to the intersection with the westerly right of way line of Trunk Highway No. 101 as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17,• thence northerly along said westerly line, the following two (2) courses; thence North Of degrees 48 minutes 38 seconds East, a distance of 414.90 feet, thence North 20 degrees 41 mintues 17 seconds West, a distance of 38.07 feet to the intersection with the southerly right of way line of Lake Susan Drive as shown on said Minnesota Department of Transportation Right of Way Plat No. 10-17,• thence southwesterly along said southerly line of Lake Susan Drive the following four (4) courses: thence along a curve, concave to the south, whose elements are: arc length 75.42 feet, radius of 250.00 feet, central angle of 17 degrees 17 minutes 09 seconds and a chord that bears South 56 degrees 55 minutes 33 seconds West, a distance of 75.14 feet; thence South 48 degrees 16 mintues 58 seconds West, a distance of 225.39 feet; thence along a curve, concave to the north, whose elements are: arc length of 254.20 feet, radius of 350.00 feet, central angle of 41 degrees 36 minutes 49 seconds and a chord that bears South 69 degrees 05 minutes 22 seconds West, a distance of 248.65 feet; thence South 89 degrees 53 minutes 47 seconds West, a distance of 47.02 feet to said west line of Section 24, being also the centerline of the existing right of way for Trunk Highway No. 101 and also and easterly line of the plost of Chanhassen Hills 3rd Addition, a plat on rile and of record in the office of the County Recorder, Carver County, Minnesota, thence along said west line of Section 24, South 00 degrees 0; minutes 22 seconds East, a distance of 305.89 feet to the Point of Beginning. Ccti.aining 211,522 sq.ft. a,' 4.8566 acres of land. PARCEL 5 (revised 4111105) That part of the west half of the Northwest Quarter of Section 24, Township 116 North, Range 23 West, Carver County, Minnesota described as follows: Commencing at the Northwest Corner of said Section 24; thence along the west line of said Section 24, South 00 degrees 01 minutes 22 seconds West, a distance of 727.22 feet to the Point of Beginning of the land herein described, • thence continuing along said west line, South 00 degrees 01 minutes 22 seconds East a distance of 187.88 feet to northerly line of Minnesota Deportment of Transportation Right of Way Plot No. 10-17, a plat that is on file and of record in the office of the County y, Minnesota; thence along said northerly line of Minnesota Department of Tiansportotion Right if Way Plot Recorder, Carver Count No. 10-77, the following four (4) courses: thence North 89 degrees 53 minutes 46 seconds East a distance of 46.89 feet; thence along a curve concave to the northwest, whose elements are: arc length of 181.57 feet, radius if 250.00 feet, central angle of 41 degrees 36 minutes 48 seconds and a chord that bears North 69 degrees 05 minutes 22 seconds East, a distance of 177.61 feet; thence North 48 degrees 16 minutes 58 seconds East a distance of 225.39 feet; thence along a curve, concave to the southeast, whose elements are: arc length of 61.18 feet, central angle of 10 degrees 00 minutes 57 seoocds and a chord that bears North 53 degrees 17 minutes 27 seconds East, a distance of 61.11 feet to the intersection with the south line of the north 660 feet of said west half of the Northwest Quarter thence along said south line, North 89 degrees 19 minutes 33 seconds West a distance of 397.14 feet to the easterly right of way line of Highway No. 107, begin also the most northeasterly comer of a certain tract of land deeded to Bell Telephone and described in Document No. 90735, on file and of record in the office fo the County Recorder, Carver County, Minnesota; thence southeasterly, southwesterly and northwesterly along the lines of said certain tract of land deeded to Bell Telephone in Document No. 90735, the following three (3) courses: thence South 26 degrees 47 minutes 09 seconds East a distance of 241.31 feet; thence along a curve, concave to the northwest, whose elements are: arc length of 85.00 feet; radius of 506.30 feet, central angle of 09 degrees 37 minutes 07 seconds and a chord that bears South 66 degrees 55 minutes 58 seconds West a distance of 64.90 feet; thence North 19 degrees 16 minutes 30 seconds West a distance of 192.70 feet to the Point of Beginning. Containing 54,012 sq. ft. or 1.2400 acres of land. PARCEL (per Title Commitment No. NCS-184525—MPLS having an effective date of July 14, 2005 at 7.•30 a.m.) That part of the Southeast Quarter of the Northeast Quarter and the Northeast Quarter of the Northeast Quarter of Section 23, Township 116 North, Range 23 West, Carver County, described as follows: Beginning at the southeasterly corner of Trunk Highway No. 101 as dedicated on the plat of Chanhassen Hills 3rd Addition, a plat on file and of record in the Office of the County Recorder, Carver County, Minnesota, being also on the westerly line of said Section 24, being also on the centerline of said Trunk Highway No. 101; thence South OD degrees 01 minutes 22 seconds East, along said centerline, a distance of 212.17 feet to the southeasterly comer of a certain tract of land deeded to Meritor Development Corporation in Document No. 104301; thence along the southeasterly line of said Document No. 104301, South 54 degrees 25 minutes 33 seconds West, a distance of 38.32 feet to the east line of said Chanhassen Hills 3rd Addition; thence along said east line, North 00 degrees 11 minutes 39 seconds West, a distance of 234.30 feet to the southwesterly comer of said dedicated part of Trunk Highway No. 101; thence along the southwesterly line of said dedicated part, North 89 degrees 41 minutes 51 seconds East, a distance of 31.67 feet to the Point of Beginning. Containing 7,039 sq, ft. or 0.1616 acres of land. Prepared for. CrM chedwd:- Chanhassen Gateway Place, LW Dr aver DO Atta Jamie Thelen Iteowd Drawing b./date PO Box 727 Albany. Minnesota %W Date 12/19/05 20055198PPF01.DWG GATEWAY NORTH Preliminary Plat Chanhassen, Minnesota HYDROLOGY CALCULATIONS Gateway North Chanhassen, MN for: Revised January 4, 2006 Project # 20055198.00 Chanhassen Gateway Place, LLC P.O. Box 727 Albany, Minnesota 56307 Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495, Fax 320-253-8737 CnY OF CHANHASSEN RECEIVED JAN 0 6 Z006 CHANHASSEM PLANNING DEPT SUMMARY Table of Contents 1. Hydrology Report and Summary Introduction 3 Methods 3 Site Conditions 3 Rate Control 4 Water Quality 4 Summary 4 2. Appendix A - Existing 2-YR Hydrology Calculations 3. Appendix B - Proposed 2-YR Hydrology Calculations 4. Appendix C - Existing 10-YR Hydrology Calculations 5. Appendix D - Proposed 10-YR Hydrology Calculations 6. Appendix E - Existing 100-YR Hydrology Calculations 7. Appendix F- Proposed 100-YR Hydrology Calculations 8. Appendix G- Water Quality Calculations 9. Appendix H - Existing Drainage Area Maps 10. Appendix I - Proposed Drainage Area Maps * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Introduction: Gateway North is a proposed multi-family/apartment development located in Chanhassen at the southeast quadrant of the intersection of State Hwy. No.101 and Lake Susan Drive. Storm water management for the site must comply with the City of Chanhassen storm water requirements as well as the requirements of the National Pollutant Discharge Elimination System (NPDES) program. Based on city requirements the proposed runoff from the site is limited to that of existing conditions. Water Quality is based on the NPDES/MPCA requirements for the Application for General Storm water Permit for Construction Activity. To accomplish this storm water management, a storm water system using a Pond to treat and store the storm water before discharge is proposed. This report documents the criteria and assumptions associated with the water quality and rate control calculations for the site. All applicable drainage maps and calculations have been included in the appendices for your convenience. Methods: The SCS synthetic unit hydrograph method incorporated into the software program Hydrocad Version 7.00, was used for calculating the runoff generated from the existing and proposed site for the 2 year, 10 year, and 100 year 24 hour storm events and the 100 year 10 day storm event. Based on the U.S. Weather Bureau Technical Paper 40, the 24 hour rain events are equivalent to 2.80 inches, 4.20 inches, and 6.00 inches. Water Quality is based on MPCA requirments. Site Conditions: Soils in the vicinity were classified in the Hydrological group B. Curve Number's (CN's) used in the analysis of the site were as follows: 98 -Impervious (paved, parking and roofs), 61 - (>75% Grass Cover, Good, HSG B). * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Rate Control: The following table (Table 1) is a summary of the existing and proposed condition's peak flow rates for the site for the 2-year, 10-year, and 100-year 24-hour storm events. The existing and proposed Hydrocad Calculations and the corresponding drainage maps are included in Appendices for your convenience. Table 1: Rate Control Existing Existing Existing Proposed Proposed Proposed 2-yr 10-yr 100-yr 2-yr 10-yr 100-yr 24hr 24hr 24hr 24hr 24hr 24hr Flow Flow Flow Flow Flow Flow (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 4.80 12.99 25.55 4.47 10.36 16.71 Water Quality Calculations: Appendix I is a summary of the MPCA requirements and the pertaining calculations. Summary: Rate control and Water quality can be provided for the site. It meets all the requirements of the City of Chanhassen and the NPDES for storm water management. * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY ppendix *WESTWOOD PROFESSIONAL SERVICES, INC. (320)253-9495 Drainage to North 20S Drainage to South Sub4 Reach A Link 3OS> Drainage to East 20055198EXISTING Type /124-hr2-yr Rainfall=2.80" Prepared by Westwood Professional Services, Inc. Page 2 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 10S: Drainage to North Runoff Area=1.007 ac Runoff Depth>0.56" Flow Length=150' Tc=6.8 min CN=69 Runoff=0.88 cfs 0.047 of Subcatchment 20S: Drainage to South Runoff Area=3.411 ac Runoff Depth>0.56" Flow Length=335' Tc=9.7 min CN=69 Runoff=2.60 cfs 0.160 of Subcatchment 30S: Drainage to East Runoff Area=1.274 ac Runoff Depth>0.57" Flow Length=115' Tc=2.9 min CN=69 Runoff=1.32 cfs 0.060 of Total Runoff Area = 5.692 ac Runoff Volume = 0.268 of Average Runoff Depth = 0.56" 20055198EXISTING Type ll24-hr2-yr Rainfall=2.80" Prepared by Westwood Professional Services, Inc. Page 3 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Subcatchment 10S: Drainage to North Runoff = 0.88 cfs @ 12.00 hrs, Volume= 0.047 af, Depth> 0.56" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 1.007 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity lin) (feet) (ft/ft) (ft/sec) 6.8 150 0.0200 0.4 Description Lag/CN Method, Subcatchment 20S: Drainage to South Runoff = 2.60 cfs @ 12.03 hrs, Volume= 0.160 af, Depth> 0.56" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 3.411 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity Capacity Description 9.7 335 0.0350 0.6 Lag/CN Method, Subcatchment 30S: Drainage to East Runoff = 1.32 cfs @ 11.95 hrs, Volume= 0.060 af, Depth> 0.57" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 1.274 69 50-75% Grass cover. Fair. HSG B Tc Length Slope Velocity Capacity Description 2.9 115 0.0690 0.7 Lag/CN Method, SUMMARY Appendix B * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 20S 30S OP S4 Reach on Llnk 20055198PROPOSED Type 1124-hr 2-yr Rainfa11=2.80" Prepared by Westwood Professional Services, Inc. Page 5 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Time span=0.00-240.00 hrs, dt=0.05 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 20S: Runoff Area=4.535 ac Runoff Depth=1.35" Tc=0.0 min CN=84 Runoff=12.59 cfs 0.511 of Subcatchment 30S: Runoff Area=1.152 ac Runoff Depth=0.57" Tc=0.0 min CN=69 Runoff=1.26 cfs 0.054 of Pond 20P: Peak Elev=899.00' Storage=0.199 of Inflow=12.59 cfs 0.511 of Outflow=3.11 cfs 0.511 of Total Runoff Area = 5.687 ac Runoff Volume = 0.566 of Average Runoff Depth =1.19" 20055198PROPOSED Type 11 24-hr 2-yr Rainfall=2.80" Prepared by Westwood Professional Services, Inc. Page 6 HydroCADO 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Subcatchment 20S: Runoff = 12.59 cfs @ 11.89 hrs, Volume= 0.511 af, Depth= 1.35" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 2.115 69 50-75% Grass cover, Fair, HSG B 2.420 98 Paved parking & roofs 4.535 84 Weighted Average Subcatchment 30S: Runoff = 1.26 cfs @ 11.90 hrs, Volume= 0.054 af, Depth= 0.57" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 1.152 69 50-75% Grass cover. Fair. HSG B Pond 20P: Inflow Area = 4.535 ac, Inflow Depth = 1.35" for 2-yr event Inflow = 12.59 cfs @ 11.89 hrs, Volume= 0.511 of Outflow = 3.11 cfs @ 12.01 hrs, Volume= 0.511 af, Atten= 75%, Lag= 7.0 min Primary = 3.11 cfs @ 12.01 hrs, Volume= 0.511 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Peak Elev= 899.00' @ 12.01 hrs Surf.Area= 0.221 ac Storage= 0.199 of Plug -Flow detention time=124.6 min calculated for 0.511 of (100% of inflow) Center -of -Mass det. time= 124.1 min ( 951.2 - 827.1 ) Volume Invert Avail Storage Storage Description #1 898.00' 0,734 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 898.00 0.175 0.000 0.000 900.00 0.266 0.441 0.441 901.00 0.321 0.294 0.734 Device Routing Invert Outlet Devices #1 Primary 898.00' 18.0" x 19.0' long Culvert Ke= 0.500 Outlet Invert= 897.90' S= 0.0053'P Cc= 0.900 n= 0.013 #2 Primary 900.50' 10.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 20055198PROPOSED Type/1 24-hr 2-yr Rainfall=2.80" Prepared by Westwood Professional Services, Inc. Page 7 HydroCADOO 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Primary OutFlow Max=3.08 cfs @ 12.01 hrs HW=899.00' (Free Discharge) 1=Culvert (Barrel Controls 3.08 cfs @ 3.5 fps) L 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) SUMMARY ppendix C * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 20055198EXISTING Type/1 24-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 4 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 10S: Drainage to North Runoff Area=1.007 ac Runoff Depth>1.40" Flow Length=150' Tc=6.8 min CN=69 Runoff=2.38 cfs 0.117 of Subcatchment 20S: Drainage to South Runoff Area=3.411 ac Runoff Depth>1.39" Flow Length=335' Tc=9.7 min CN=69 Runoff=7.15 cfs 0.396 of Subcatchment 30S: Drainage to East Runoff Area=1.274 ac Runoff Depth>1.40" Flow Length=115' Tc=2.9 min CN=69 Runoff=3.46 cfs 0.148 of Total Runoff Area = 5.692 ac Runoff Volume = 0.662 of Average Runoff Depth =1.40" 20055198EXISTING Type/1 24-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 5 HydroCAD® 7.10 s/n 002396 © 2005 Hydr CAD Software Solutions LLC 1/4/2n0B Subcatchment 10S: Drainage to North Runoff = 2.38 cfs @ 11.99 hrs, Volume= 0.117 af, Depth> 1.40" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 1.007 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (ft/sec) (cfs) 6.8 150 0.0200 0.4 Lag/CN Method, Subcatchment 20S: Drainage to South Runoff = 7.15 cfs @ 12.02 hrs, Volume= 0.396 af, Depth> 1.39" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 3.411 69 50-75% Grass cover. Fair. HSG B Tc Length Slope iin) (feet) (f /ft) 9.7 335 0.0350 Velocity Capacity Description 0.6 Lag/CN Method, Subcatchment 30S: Drainage to East Runoff = 3.46 cfs @ 11.94 hrs, Volume= 0.148 af, Depth> 1.40" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 1.274 69 50-75% Grass cover. Fair. HSG B Tc Length Slope Velocity Capacity Description 2.9 115 0.0690 0.7 Lag/CN Method, SUMMARY Appendix D * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 20055198PROPOSED Type/1 24-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 8 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1 /4/2nnR Time span=0.00-240.00 hrs, dt=0.05 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 20S: Runoff Area=4.535 ac Runoff Depth=2.55" Tc=0.0 min CN=84 Runoff=23.12 cfs 0.963 of Subcatchment 30S: Runoff Area=1.152 ac Runoff Depth=1.40" Tc=0.0 min CN=69 Runoff=3.32 cfs 0.134 of Pond 20P: Peak Elev=899.70' Storage=0.363 of Inflow=23.12 cfs 0.963 of Outflow=6.98 cfs 0.963 of Total Runoff Area = 5.687 ac Runoff Volume =1.097 of Average Runoff Depth = 2.32" 20055198PROPOSED Type/1 24-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 9 HydroCADO 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Subcatchment 20S: Runoff = 23.12 cfs @ 11.89 hrs, Volume= 0.963 af, Depth= 2.55" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 2.115 69 50-75% Grass cover, Fair, HSG B 2.420 98 Paved parking & roofs 4.535 84 Weighted Average Subcatchment 30S: Runoff = 3.32 cfs @ 11.90 hrs, Volume= 0.134 af, Depth= 1.40" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type 11 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 1.152 69 50-75% Grass cover, Fair, HSG B Pond 20P: Inflow Area = 4.535 ac, Inflow Depth = 2.55" for 10-yr event Inflow = 23.12 cfs @ 11.89 hrs, Volume= 0.963 of Outflow = 6.98 cfs @ 12.00 hrs, Volume= 0.963 af, Atten= 70%, Lag= 6.4 min Primary = 6.98 cfs @ 12.00 hrs, Volume= 0.963 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Peak Elev= 899.70' @ 12.00 hrs Surf.Area= 0.252 ac Storage= 0.363 of Plug -Flow detention time= 88.4 min calculated for 0.963 of (100% of inflow) Center -of -Mass det. time= 89.8 min ( 898.8 - 809.0) Volume Invert Avail Storage Storage Description #1 898.00, 0.734 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation SUrf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 898.00 0.175 0.000 0.000 900.00 0.266 0.441 0.441 901.00 0.321 0.294 0.734 Device Routing Invert Outlet Devices #1 Primary 898.00' 18.0" x 19.0' long Culvert Ke= 0.500 Outlet Invert= 897.90' S= 0.0053'P Cc= 0.900 n= 0.013 #2 Primary 900.50' 10.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 20055198PROPOSED Type 11 24-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 10 HydroCAD®7 10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Primary OutFlow Max=6.97 cfs @ 12.00 hrs HW=899.70' (Free Discharge) �1=Culvert (Barrel Controls 6.97 cfs @ 4.4 fps) 2=13road-Crested Rectangular Weir ( Controls 0.00 cfs) SUMMARY Appendix E * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 20055198EXISTING Type 1124-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 6 HvdroCAD® 7.10 s/n 002396 © 2005 HvdroCAD Software Solutions LLC 1/4/2006 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 10S: Drainage to North Runoff Area=1.007 ac Runoff Depth>2.71" Flow Length=150' Tc=6.8 min CN=69 Runoff=4.66 cfs 0.227 of Subcatchment 20S: Drainage to South Runoff Area=3.411 ac Runoff Depth>2.71" Flow Length=335' Tc=9.7 min CN=69 Runoff=14.17 cfs 0.769 of Subcatchment 30S: Drainage to East Runoff Area=1.274 ac Runoff Depth>2.71" Flow Length=115' Tc=2.9 min CN=69 Runoff=6.72 cfs 0.288 of Total Runoff Area = 5.692 ac Runoff Volume = 1.284 of Average Runoff Depth = 2.71" 20055198EXISTING Type // 24-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 7 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4nnna Subcatchment 10S: Drainage to North Runoff = 4.66 cfs @ 11.98 hrs, Volume= 0.227 af, Depth> 2.71" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" Area (ac) CN Description 1.007 69 50-75% Grass cover, Fair, HSG B Tc Length Slope 6.8 150 0.0200 0.4 Description Lag/CN Method, Subcatchment 20S: Drainage to South Runoff = 14.17 cfs @ 12.02 hrs, Volume= 0.769 af, Depth> 2.71" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" Area (ac) CN Description 3.411 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity iin) (feet) (ft/ft) (f /sec) 9.7 335 0.0350 0.6 Description Lag/CN Method, Subcatchment 30S: Drainage to East Runoff = 6.72 cfs @ 11.94 hrs, Volume= 0.288 af, Depth> 2.71" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" Area (ac) CN Description 1.274 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity Capacity Description 2.9 115 0.0690 0.7 Lag/CN Method, SUMMARY ppendix F * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 20055198PROPOSED Type/1 24-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 11 HydroCADO 7.10 s/n 002396 © 2005 HvdroCAD Software Solutions LLC 1/4/2006 Time span=0.00-240.00 hrs, dt=0.05 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 20S: Runoff Area=4.535 ac Runoff Depth=4.20" Tc=0.0 min CN=84 Runoff=36.96 cfs 1.586 of Subcatchment 30S: Runoff Area=1.152 ac Runoff Depth=2.71" Tc=0.0 min CN=69 Runoff=6.44 cfs 0.260 of Pond 20P: Peak Elev=900.50' Storage=0.581 of Inflow=36.96 cfs 1.586 of Outflow=10.94 cfs 1.586 of Total Runoff Area = 5.687 ac Runoff Volume =1.846 of Average Runoff Depth = 3.90" 20055198PROPOSED Type/1 24-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 12 HydroCADO 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Subcatchment 20S: Runoff = 36.96 cfs @ 11.89 hrs, Volume= 1.586 af, Depth= 4.20" Runoff by SCS TR-20 method, UH=SCS, Time Span= O.OG•240.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" _ Area (ac) CN Description 2.115 69 50-75% Grass cover, Fair, HSG B 2.420 98 Paved parking & roofs 4.535 84 Weighted Average Subcatchment 30S: Runoff = 6.44 cfs @ 11.89 hrs, Volume= 0.260 af, Depth= 2.71" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" Area (ac) CN Description 1.152 69 50-75% Grass cover, Fair, HSG B Pond 20P: Inflow Area = 4.535 ac, Inflow Depth = 4.20" for 100-yr event Inflow = 36.96 cfs @ 11.89 hrs, Volume= 1.586 of Outflow = 10.94 cfs @ 12.00 hrs, Volume= 1.586 af, Atten= 70%, Lag= 6.5 min Primary = 10.94 cfs @ 12.00 hrs, Volume= 1.586 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Peak Elev= 900.50' @ 12.00 hrs Surf.Area= 0.293 ac Storage= 0.581 of Plug -Flow detention time= 73.8 min calculated for 1.586 of (100% of inflow) Center -of -Mass det. time= 73.2 min ( 868.0 - 794.8 ) Volume Invert Avail Storage Storage Description #1 898.00' 0.734 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 898.00 0.175 0.000 0.000 900.00 0.266 0.441 0.441 901.00 0.321 0.294 0.734 Device Routing Invert Outlet Devices #1 Primary 898.00' 18.0" x 19.0' long Culvert Ke= 0.500 Outlet Invert= 897.90' S= 0.0053'P Cc= 0.900 n= 0.013 #2 Primary 900.50' 10.0' long x ON breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 20055198PROPOSED Type/1 24-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 13 HydroCADO 7 10 s/n 002396 © 2005 HvdroCAD Software Solutions LLC 1 /4/2008 Primary OutFlow Max=10.93 cfs @ 12.00 hrs HW=900.50' (Free Discharge) �1=Culvert (Barrel Controls 10.93 cfs @ 6.2 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) SUMMARY Appendix G * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 Project Title: Chanhassen Gateway North Project Number: 20055198 Designed By: ARN Design Date: 12/8/2005 NPDES WET SEDIMENTAION BASIN SIZING REQUIREMENTS POND I Site Information Total Drainage Area to Pond 4.35 ac Impervious Surface Area Pond Storage 2.42 ac Contour Distance Feet Acre Area Ac-k Storage Cumm. 894.0 0.015 2.0 0.065 0.065 896.0 0.050 2.0 0.225 0.290 898.0 NWL 0.175 NPDES Wet Sedimentation Basin Sizing Requirements 1. Required Permanent Storage Volume = 1800 cubic feet/acre= 0.178 ac-ft 2. Provided Permanent Storage Volume = 0.290 ac-ft b. Provided Dead Storage Greater than Required Dead Storage = OK 3. Runoff from 1/2" Rain Event on Impervious Surface = Water Quality Volume 4. Water Quality Volume = Impervious Surface Area x 0.5" = 0.101 ac-ft 12 a. Discharge @ Water Quality Volume = b. Water Quality Volume Elevation= b. Water Quality Surface Area= 5. Water Quality Discharge rate/acre= W.Q. Discharge (cfs) W.Q. Surface Area (ac) a. Water Quaility discharge must be less than 5.66 cfs per acre = OK 1.07 cfs 898.54 ft 0.200 ac 5.3500 cfs 20055198PROPOSED Type 11 24-hr 0.5-in RainfaN=0.50" Prepared by Westwood Professional Services, Inc. Page 2 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Time span=0.00-240.00 hrs, dt=0.05 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 20S: Runoff Area=4.535 ac Runoff Depth=0.01" Tc=0.0 min CN=84 Runoff=0.00 cfs 0.003 of Subcatchment 30S: Runoff Area=1.152 ac Runoff Depth=0.00" Tc=0.0 min CN=69 Runoff=0.00 cfs 0.000 of Pond 20P: Peak Elev=898.01' Storage=0.002 of Inflow=0.00 cfs 0.003 of Outflow=0.00 cfs 0.003 of Total Runoff Area = 5.687 ac Runoff Volume = 0.003 of Average Runoff Depth = 0.01" 20055198PROPOSED Type 11 24-hr 0.5-in Rainfall=0.50" Prepared by Westwood Professional Services, Inc. Page 3 HydroCADS 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1 /dv7nns Subcatchment 20S: Runoff = 0.00 cfs @ 17.33 hrs, Volume= 0.003 af, Depth= 0.01" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 0.5-in Rainfall=0.50" Area (ac) CN Description 2.115 69 50-75% Grass cover, Fair, HSG B 2.420 98 Paved parking & roofs 4.535 84 Weighted Average Subcatchment 30S: Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 0.5-in Rainfall=0.50" Area (ac) CN Description 1.152 69 50-75% Grass cover, Fair, HSG B Pond 20P: Inflow Area = 4.535 ac, Inflow Depth = 0.01" for 0.5-in event Inflow = 0.00 cfs @ 17.33 hrs, Volume= 0.003 of Outflow = 0.00 cfs @ 24.01 hrs, Volume= 0.003 af, Atten= 66%, Lag= 401.1 min Primary = 0.00 cfs @ 24.01 hrs, Volume= 0.003 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Peak Elev= 898.01' @ 24.01 hrs Surf.Area= 0.176 ac Storage= 0.002 of Plug -Flow detention time= 1,379.4 min calculated for 0.003 of (100% of inflow) Center -of -Mass det. time= 1,379.3 min ( 2,493.1 - 1,113.8) Volume Invert Avail.Storage Storage Description #1 898.00' 0.734 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 898.00 0.175 0.000 0.000 900.00 0.266 0.441 0.441 901.00 0.321 0.294 0.734 Device Routing Invert Outlet Devices #1 Primary 898.00' 18.0" x 19.0' long Culvert Ke= 0.500 Outlet Invert= 897.90' S= 0.0053'P Cc= 0.900 n= 0.013 #2 Primary 900.50' 10.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 20055198PROPOSED Type 1124-hr 0.5-in Rainfall=0.50" Prepared by Westwood Professional Services, Inc. Page 4 HydroCAD® 7.10 s/n 002396 0 2005 HydroCAD Software Solutions LLC 1/4/2006 Primary OutFlow Max=0.00 cfs @ 24.01 hrs HW=898.01' (Free Discharge) �1=Culvert (Barrel Controls 0.00 cfs @ 0.3 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) SUMMARY Appendix H * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 Profrlanol 6eM Inc LAKE SUE, Call A Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-VJh!M)2 Mn. Toll Free 1-10 252-1166 LEGEND 1�= POND 1O= DRAINAGE AREA o' 5u toe' �00551BW/�E.DWa wee 1Z/19/05 >Dn VALe.fYi{ Drainage -°�-- Northg'48"g I ,`. rreliWYwlfw4e¢ Gateway ev Maeeee Areas W Oacn wr rear C�undrm, Ninx�orA W d w..r.a� I rrr�/I ��W_ TAM �� -�= ��•�- er.r� "`� "" I Ilien Pe`PYed Chanhassen Gateway Place, LLC Alta J.mie Thden P.O. Box 727 Ar y . Minemfe MW I o� ue. I lyo'f. Bd.m ar 12M105 w� eee 4 M rr mrr wx.. _ SUMMARY Appendix I * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 0 _Y..In1�s�YY•_ w11aa!>tra IO��M dv 11[ oiW 11���/YY W �Try��✓s1 Y�T�Y rY���i�YYM�YI o�✓.r�/rl�VIY� q.mo p um" tr L _ _ 11 _ L --Manhassen Gateway Place, LLC OWi m AMW � ,MMbmmft � Cdl I! Ilo,. bdbn dpyn¢ IiOMM VAN CK CALL TNM Clly Mao 651-I5"M WL Td Fm 1-SOD-252-1168 LEGEND 1A= POND 10= DRAINAGE AREA C' W 100' 1-' Gateway North I� HYDROLOGY CALCULATIONS Gateway North Chanhassen, MN for: Revised January 4, 2006 Project # 20055198.00 Chanhassen Gateway Place, LLC P.O. Box 727 Albany, Minnesota 56307 Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495, Fax 320-253-8737 CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PLF;NNING DEPT SUMMARY Table of Contents 1 Hydrology Report and Summary Introduction 3 Methods 3 Site Conditions 3 Rate Control 4 Water Quality 4 Summary 4 2, Appendix A - Existing 2-YR Hydrology Calculations 3. Appendix B - Proposed 2-YR Hydrology Calculations 1. Appendix C - Existing 10-YR Hydrology Calculations 5. Appendix D - Proposed 10-YR Hydrology Calculations 6. Appendix E - Existing 100-YR Hydrology Calculations 7. Appendix F- Proposed 100-YR Hydrology Calculations 8. Appendix G- Water Quality Calculations 9, Appendix H - Existing Drainage Area Maps 10. Appendix I - Proposed Drainage Area Maps * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Introduction: Gateway North is a proposed multi-family/apartment development located in Chanhassen at the southeast quadrant of the intersection of State Hwy. No.101 and Lake Susan Drive. Storm water management for the site must comply with the City of Chanhassen storm water requirements as well as the requirements of the National Pollutant Discharge Elimination System (NPDES) program. Based on city requirements the proposed runoff from the site is limited to that of existing conditions. Water Quality is based on the NPDES/MPCA requirements for the Application for General Storm water Permit for Construction Activity. To accomplish this storm water management, a storm water system using a Pond to treat and store the storm water before discharge is proposed. This report documents the criteria and assumptions associated with the water quality and rate control calculations for the site. All applicable drainage maps and calculations have been included in the appendices for your convenience. Methods: The SCS synthetic unit hydrograph method incorporated into the software program Hydrocad Version 7.00, was used for calculating the runoff generated from the existing and proposed site for the 2 year, 10 year, and 100 year 24 hour storm events and the 100 year 10 day storm event. Based on the U.S. Weather Bureau Technical Paper 40, the 24 hour rain events are equivalent to 2.80 inches, 4.20 inches, and 6.00 inches. Water Quality is based on MPCA requirments. Site Conditions: Soils in the vicinity were classified in the Hydrological group B. Curve Number's (CN's) used in the analysis of the site were as follows: 98 -Impervious (paved, parking and roofs), 61 - (>75% Grass Cover, Good, HSG B). * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY Rate Control: The following table (Table 1) is a summary of the existing and proposed condition's peak flow rates for the site for the 2-year, 10-year, and 100-year 24-hour storm events. The existing and proposed Hydrocad Calculations and the corresponding drainage maps are included in Appendices for your convenience. Table 1: Rate Control Existing Existing Existing Proposed Proposed Proposed 2-yr 10-yr 100-yr 2-yr 10-yr 100-yr 24hr 24hr 24hr 24hr 24hr 24hr Flow Flow Flow Flow Flow Flow (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) 4.80 12.99 25.55 4.47 10.36 16.71 Water Quality Calculations: Appendix I is a summary of the MPCA requirements and the pertaining calculations. Summary: Rate control and Water quality can be provided for the site. It meets all the requirements of the City of Chanhassen and the NPDES for storm water management. * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 SUMMARY ppendix * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 �,10S Drainage to North 3OS 20S Drainage to East Drainage to South Subcat Reach on Link 20055198EXISTING Type/1 24-hr 2-yr Rainfall= 2.80 " Prepared by Westwood Professional Services, Inc. Page 2 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Time span=0.00-24.00 hrs.. dt=0.05 hrs. 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 10S: Drainage to North Runoff Area=1.007 ac Runoff Depth>0.56" Flow Length=150' Tc=6.8 min CN=69 Runoff=0.88 cfs 0.047 of Subcatchment 20S: Drainage to South Runoff Area=3.411 ac Runoff Depth>0.56" Flow Length=335' Tc=9.7 min CN=69 Runoff=2.60 cfs 0.160 of Subcatchment 30S: Drainage to East Runoff Area=1.274 ac Runoff Depth>0.57" Flow Length=115' Tc=2.9 min CN=69 Runoff=1.32 cfs 0.060 of Total Runoff Area = 5.692 ac Runoff Volume = 0.268 of Average Runoff Depth = 0.56" 20055198EXISTING Type // 24-hr 2-yr Rainfall=2.80" Prepared by Westwood Professional Services, Inc. Page 3 HydroCAD® 7.10 s/n 002396 © 2005 HvdroCAD Software Solutions LLC 1/dnnna Subcatchment 10S: Drainage to North Runoff = 0.88 cfs @ 12.00 hrs, Volume= 0.047 af, Depth> 0.56" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 1.007 69 50-75% Grass cover, Fair, HSG B Tc Length Slope iin) (feet) (f /ft) 6.8 150 0.0200 Velocity Capacity Description 0.4 Lag/CN Method, Subcatchment 20S: Drainage to South Runoff = 2.60 cfs @ 12.03 hrs, Volume= 0.160 af, Depth> 0.56" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 3.411 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity iin) (feet) (f /ft) (ft/sec) 9.7 335 0.0350 0.6 Description Lag/CN Method, Subcatchment 30S: Drainage to East Runoff = 1.32 cfs @ 11.95 hrs, Volume= 0.060 af, Depth> 0.57" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 1.274 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Description 2.9 115 0.0690 0.7 Lag/CN Method, SUMMARY Appendix B * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 30S Subcat Reach Z4 Link 20055198PROPOSED Type/1 24-hr 2-yr Rainfall=2.80" Prepared by Westwood Professional Services, Inc. Page 5 HydroCADO 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Time span=0.00-240.00 hrs, dt=0.05 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 20S: Runoff Area=4.535 ac Runoff Depth=1.35" Tc=0.0 min CN=84 Runoff=12.59 cfs 0.511 of Subcatchment 30S: Runoff Area=1.152 ac Runoff Depth=0.57" Tc=0.0 min CN=69 Runoff=1.26 cfs 0.054 of Pond 20P: Peak Elev=899.00' Storage=0.199 of Inflow=12.59 cfs 0.511 of Outflow=3.11 cfs 0.511 of Total Runoff Area = 5.687 ac Runoff Volume = 0.566 of Average Runoff Depth =1.19" 20055198PROPOSED Type 1124-hr 2-yr Rainfall=2.80" Prepared by Westwood Professional Services, Inc. Page 6 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Subcatchment 20S: Runoff = 12.59 cfs @ 11.89 hrs, Volume= 0.511 af, Depth= 1.35" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 2.115 69 50-75% Grass cover, Fair, HSG B 2.420 98 Paved parking & roofs 4.535 84 Weighted Average Subcatchment 30S: Runoff = 1.26 cfs @ 11.90 hrs, Volume= 0.054 af, Depth= 0.57" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 2-yr Rainfall=2.80" Area (ac) CN Description 1.152 69 50-75% Grass cover. Fair. HSG B Pond 20P: Inflow Area = 4.535 ac, Inflow Depth = 1.35" for 2-yr event Inflow = 12.59 cfs @ 11.89 hrs, Volume= 0.511 of Outflow = 3.11 cfs @ 12.01 hrs, Volume= 0.511 af, Atten= 75%, Lag= 7.0 min Primary = 3.11 cfs @ 12.01 hrs, Volume= 0.511 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Peak Elev= 899.00' @ 12.01 hrs Surf.Area= 0.221 ac Storage= 0.199 of Plug -Flow detention time= 124.6 min calculated for 0.511 of (100% of inflow) Center -of -Mass det. time= 124.1 min ( 951.2 - 827.1 ) Volume Invert Avail.Storage Storage Description #1 898.00, 0.734 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 898.00 0.175 0.000 0.000 900.00 0.266 0.441 0.441 901.00 0.321 0.294 0.734 Device Routing Invert Outlet Devices #1 Primary 898.00' 18.0" x 19.0' long Culvert Ke= 0.500 Outlet Invert= 897.90' S= 0.0053'f Cc= 0.900 n= 0.013 #2 Primary 900.50' 10.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 20055198PROPOSED Type // 24-hr 2-yr Rainfall=2.80" Prepared by Westwood Professional Services, Inc. Page 7 HydroCADO 7.10 s/n 002396 © 2005 HVdroCAD Software Solutions LLC 1/4/2006 Primary OutFlow Max=3.08 cfs @ 12.01 hrs HW=899.00' (Free Discharge) 1=Culvert (Barrel Controls 3.08 cfs @ 3.5 fps) L 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) SUMMARY Appendix C * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 20055198EXISTING Type/1 24-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 4 HydroCAD® 7.10 s/n 002396 © 2005 HvdroCAD Software Solutions LLC 1/4/2006 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 10S: Drainage to North Runoff Area=1.007 ac Runoff Depth>1.40" Flow Length=150' Tc=6.8 min CN=69 Runoff=2.38 cfs 0.117 of Subcatchment 20S: Drainage to South Runoff Area=3.411 ac Runoff Depth>1.39" Flow Length=335' Tc=9.7 min CN=69 Runoff=7.15 cfs 0.396 of Subcatchment 30S: Drainage to East Runoff Area=1.274 ac Runoff Depth>1.40" Flow Length=115' Tc=2.9 min CN=69 Runoff=3.46 cfs 0.148 of Total Runoff Area = 5.692 ac Runoff Volume = 0.662 of Average Runoff Depth =1.40" 20055198EXISTING Type/1 24-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 5 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1 monns Subcatchment 10S: Drainage to North Runoff = 2.38 cfs @ 11.99 hrs, Volume= 0.117 af, Depth> 1.40" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 1.007 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity iin) (feet) (ft/ft) (ft/sec) 6.8 150 0.0200 0.4 Description Lag/CN Method, Subcatchment 20S: Drainage to South Runoff = 7.15 cfs @ 12.02 hrs, Volume= 0.396 af, Depth> 1.39" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 3,411 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity iin) (feet) (ft/ft) (ft/sec) 9.7 335 0.0350 0.6 Capacity Description Lag/CN Method, Subcatchment 30S: Drainage to East Runoff = 3.46 cfs @ 11.94 hrs, Volume= 0.148 af, Depth> 1.40" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 1.274 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity Capacity Description 2.9 115 0.0690 0.7 Lag/CN Method, SUMMARY Appendix D * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 20056198PROPOSED Type 1124-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 8 HydroCADO 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Time span=0.00-240.00 hrs, dt=0.05 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 20S: Runoff Area=4.535 ac Runoff Depth=2.55" Tc=0.0 min CN=84 Runoff=23.12 cfs 0.963 of Subcatchment 30S: Runoff Area=1.152 ac Runoff Depth=1.40" Tc=0.0 min CN=69 Runoff=3.32 cfs 0.134 of Pond 20P: Peak Elev=899.70' Storage=0.363 of Inflow=23.12 cfs 0.963 of Outflow=6.98 cfs 0.963 of Total Runoff Area = 5.687 ac Runoff Volume =1.097 of Average Runoff Depth = 2.32" 20055198PROPOSED Type 11 24-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 9 HydroCADO 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Subcatchment 20S: Runoff = 23.12 cfs @ 11.89 hrs, Volume= 0.963 af, Depth= 2.55" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 2.115 69 50-75% Grass cover, Fair, HSG B 2.420 98 Paved parking & roofs 4.535 84 Weighted Average Subcatchment 30S: Runoff = 3.32 cfs @ 11.90 hrs, Volume= 0.134 af, Depth= 1.40" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 10-yr Rainfall=4.20" Area (ac) CN Description 1.152 69 50-75% Grass cover, Fair, HSG B Pond 20P: Inflow Area = 4.535 ac, Inflow Depth = 2.55" for 10-yr event Inflow = 23.12 cfs @ 11.89 hrs, Volume= 0.963 of Outflow = 6.98 cfs @ 12.00 hrs, Volume= 0.963 af, Atten= 70%, Lag= 6.4 min Primary = 6.98 cfs @ 12.00 hrs, Volume= 0.963 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Peak Elev= 899.70' @ 12.00 hrs Surf.Area= 0.252 ac Storage= 0.363 of Plug -Flow detention time= 88.4 min calculated for 0.963 of (100% of inflow) Center -of -Mass det. time= 89.8 min ( 898.8 - 809.0) Volume Invert Avail Storage Storage Description #1 898.00, 0.734 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 898.00 0.175 0.000 0.000 900.00 0.266 0.441 0.441 901.00 0.321 0.294 0.734 Device Routing Invert Outlet Devices #1 Primary 898.00' 18.0" x 19.0' long Culvert Ke= 0.500 Outlet Invert= 897.90' S= 0.0053 'f Cc= 0.900 n= 0.013 #2 Primary 900.50' 10.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 20055198PROPOSED Type 11 24-hr 10-yr Rainfall=4.20" Prepared by Westwood Professional Services, Inc. Page 10 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Primary OutFlow Max=6.97 cfs @ 12.00 hrs HW=899.70' (Free Discharge) 1=Culvert (Barrel Controls 6.97 cfs @ 4.4 fps) L 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) SUMMARY Appendix E * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 20055198EXISTING Type Il 24-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 6 HydroCAD® 7.10 s/n 002396 © 2005 HvdroCAD Software Solutions LLC 1/4/2006 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 10S: Drainage to North Runoff Area=1.007 ac Runoff Depth>2.71" Flow Length=150' Tc=6.8 min CN=69 Runoff=4.66 cfs 0.227 of Subcatchment 20S: Drainage to South Runoff Area=3.411 ac Runoff Depth>2.71" Flow Length=335' Tc=9.7 min CN=69 Runoff=14.17 cfs 0.769 of Subcatchment 30S: Drainage to East Runoff Area=1.274 ac Runoff Depth>2.71" Flow Length=115' Tc=2.9 min CN=69 Runoff=6.72 cfs 0.288 of Total Runoff Area = 5.692 ac Runoff Volume =1.284 of Average Runoff Depth = 2.71" 20065198EXISTING Type // 24-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 7 HydroCAD® 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Subcatchment 10S: Drainage to North Runoff = 4.66 cfs @ 11.98 hrs, Volume= 0.227 af, Depth> 2.71" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" Area (ac) CN Description 1.007 69 50-75% Grass cover, Fair, HSG B Tc Length Slope Velocity Capacity Description (min) MPAM (Nlff) (ft/... N /'fa l 6.8 150 0.0200 0.4 Lag/CN Method, Subcatchment 20S: Drainage to South Runoff = 14.17 cfs @ 12.02 hrs, Volume= 0.769 af, Depth> 2.71" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" Area (ac) CN Description 3.411 69 50-75% Grass cover, Fair, HSG B Tc Length Slope 9.7 335 0.0350 0.6 Description Lag/CN Method, Subcatchment 30S: Drainage to East Runoff = 6.72 cfs @ 11.94 hrs, Volume= 0.288 af, Depth> 2.71" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0,00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" _ Area (ac) CN Description 1.274 69 50-75% Grass cover, Fair, HSG B Tc Length Slope 2.9 115 0.0690 0.7 Capacity Description Lag/CN Method, SUMMARY Appendix F * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 20055198PROPOSED Type/1 24-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 11 HydroCAD® 7.10 s/n 002396 © 2005 Hydro AD Software Solutions LLC 1/4/2006 Time span =0.00-240.00 hrs, dt=0.05 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 20S: Runoff Area=4.535 ac Runoff Depth=4.20" Tc=0.0 min CN=84 Runoff=36.96 cfs 1.586 of Subcatchment 30S: Runoff Area=1.152 ac Runoff Depth=2.71" Tc=0.0 min CN=69 Runoff=6.44 cfs 0.260 of Pond 20P: Peak Elev=900.50' Storage=0,581 of Inflow=36.96 cfs 1.586 of Outflow=10.94 cfs 1.586 of Total Runoff Area = 5.687 ac Runoff Volume = 1.846 of Average Runoff Depth = 3.90" 20055198PROPOSED Type 1124-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 12 HydroCADO 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Subcatchment 20S: Runoff = 36.96 cfs @ 11.89 hrs, Volume= 1.586 af, Depth= 4.20" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" Area (ac) CN Description 2.115 69 50-75% Grass cover, Fair, HSG B 2.420 98 Paved parking & roofs 4.535 84 Weighted Average Subcatchment 30S: Runoff = 6.44 cfs @ 11.89 hrs, Volume= 0.260 af, Depth= 2.71" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 100-yr Rainfall=6.00" Area (ac) CN Description 1.152 69 50-75% Grass cover, Fair, HSG B Pond 20P: Inflow Area = 4.535 ac, Inflow Depth = 4.20" for 100-yr event Inflow = 36.96 cfs @ 11.89 hrs, Volume= 1.586 of Outflow = 10.94 cfs @ 12.00 hrs, Volume= 1.586 af, Atten= 70%, Lag= 6.5 min Primary = 10.94 cfs @ 12.00 hrs, Volume= 1.586 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Peak Elev= 900.50' @ 12.00 hrs Surf.Area= 0.293 ac Storage= 0.581 of Plug -Flow detention time= 73.8 min calculated for 1.586 of (100% of inflow) Center -of -Mass det. time= 73.2 min ( 868.0 - 794.8 ) Volume Invert Avail.Storage Storage Description #1 898,00' 0.734 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 898.00 0.175 0.000 0.000 900.00 0.266 0.441 0.441 901.00 0.321 0.294 0.734 Device Routing Invert Outlet Devices #1 Primary 898.00' 18.0" x 19.0' long Culvert Ke= 0.500 Outlet Invert= 897.90' S= 0.0053'f Cc= 0.900 n= 0.013 #2 Primary 900.50' 10.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 20055198PROPOSED Type // 24-hr 100-yr Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Page 13 HydroCADS 7.10 s/n 002396 © 2005 HydroCAD Software Solutions LLC 1/4/2006 Primary OutFlow Max=10.93 cfs @ 12.00 hrs HW=900.50' (Free Discharge) �1=Culvert (Barrel Controls 10.93 cfs @ 6.2 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) SUMMARY Appendix G * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 Project Title: Project Number: Designed By: Design Date: Chanhassen Gateway North 20055198 ARN 12/8/2005 NPDES WET SEDIMENTAION BASIN SIZING REQUIREMENTS POND 1 Site Information Total Drainage Area to Pond 4.35 ac Impervious Surface Area Pond Storage 2.42 ac Contour Distance Feet Acre Area Ac-ft Storage Cumm. r e 894.0 0.015 2.0 0.065 0.065 896.0 0.050 2.0 0.225 0.290 898.0 NWL 0.175 NPDES Wet Sedimentation Basin Sizi 1. Required Permanent Storage Volume = feet/acre= 0.178 ac-ft 2. Provided Permanent Storage Volume = 0.290 ac-ft b. Provided Dead Storage Greater than Required Dead Storage = OK 3. Runoff from 1/2" Rain Event on Impervious Surface = Water Quality Volume 4. Water Quality Volume = Impervious Surface Area x 0.5" = 0.101 ac-ft 12 a. Discharge @ Water Quality Volume = b. Water Quality Volume Elevation= b. Water Quality Surface Area= 5. Water Quality Discharge rate/acre= W.Q. Discharge (cfs) W.Q. Surface Area (ac) a. Water Quaility discharge must be less than 5.66 cfs per acre = OK 1.07 cfs 898.54 It 0.200 ac 5.3500 cfs 20055198PROPOSED Type 11 24-hr 0.5-in Rainfall=0.50" Prepared by Westwood Professional Services, Inc. Page 2 HydroCADO 7.10 sh 002396 © 2005 HydroCAD Software Solutions LLC 1/annna Time span=0.00-240.00 hrs, dt=0.05 hrs, 4801 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 20S: Runoff Area=4.535 ac Runoff Depth=0.01" Tc=0.0 min CN=84 Runoff=0.00 cfs 0.003 of Subcatchment 30S: Runoff Area=1.152 ac Runoff Depth=0.00" Tc=0.0 min CN=69 Runoff=0.00 cfs 0.000 of Pond 20P: Peak Elev=898.01' Storage=0.002 of Inflow=0.00 cfs 0.003 of Outflow=0.00 cfs 0.003 of Total Runoff Area = 5.687 ac Runoff Volume = 0.003 of Average Runoff Depth = 0.01" 20055198PROPOSED Type 1124-hr 0.5-in Rainfall=0.50" Prepared by Westwood Professional Services, Inc. Page 3 HydroCAD® 7.10 s/n 002396 © 2005 HydroGAD Software Solutions LLC 1 /d/7nnF Subcatchment 20S: Runoff = 0.00 cfs @ 17.33 hrs, Volume= 0.003 af, Depth= 0.01" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 0.5-in Rainfall=0.50" Area (ac) CN Description 2.115 69 50-75% Grass cover, Fair, HSG B 2.420 98 Paved parking & roofs 4.535 84 Weighted Average Subcatchment 30S: Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Type II 24-hr 0.5-in Rainfall=0.50" Area (ac) CN Description 1.152 69 50-75% Grass cover, Fair, HSG B Pond 20P: Inflow Area = 4.535 ac, Inflow Depth = 0.01" for 0.5-in event Inflow = 0.00 cfs @ 17.33 hrs, Volume= 0.003 of Outflow = 0.00 cfs @ 24.01 hrs, Volume= 0.003 af, Atten= 66%, Lag= 401.1 min Primary = 0.00 cfs @ 24.01 hrs, Volume= 0.003 of Routing by Stor-Ind method, Time Span= 0.00-240.00 hrs, dt= 0.05 hrs Peak Elev= 898.01' @ 24.01 hrs Surf.Area= 0.176 ac Storage= 0.002 of Plug -Flow detention time= 1,379.4 min calculated for 0.003 of (100% of inflow) Center -of -Mass det. time= 1,379.3 min (2,493.1-1,113.8 ) Volume Invert Avail Storage Storage Description #1 898.00' 0.734 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 898.00 0.175 0.000 0.000 900.00 0.266 0.441 0.441 901.00 0.321 0.294 0.734 Device Routing Invert Outlet Devices #1 Primary 898.00' 18.0" x 19.0' long Culvert Ke= 0.500 Outlet Invert= 897.90' S= 0.0053'P Cc= 0.900 n= 0.013 #2 Primary 900.50' 10.0' long x 0.5' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 Coef. (English) 2.80 2.92 3.08 3.30 3.32 20055198PROPOSED Prepared by Westwood Professional HvdroCADO 7.10 s/n 002396 0 2005 Hvd Type 1124-hr 0.5-in Rainfall=0.50" Inc. Page 4 pare Solutions LLC 1/ai,2nna Primary OutFlow Max=0.00 cfs @ 24.01 hrs HW=898.01' (Free Discharge) �1=Culvert (Barrel Controls 0.00 cfs @ 0.3 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) SUMMARY Appendix H * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 02005 West wosd LAKE SU8 I ". MYued XVl�b�lYµa.lrc A X.XA IDf �° ^�X� ru ,»menr *ounce .. Wkstwuud «..r.aa�ew� ,arI YFYY��TrF ���b1 r/T�yy Y1��4 X�lY�W �---�•° -- WSY IYi Pvepard Chanhassen Gateway Place, LLC A[M: Jamie Thelen Albany P. .Box U 5630] r. w. l4.T. � . try rd oar wler Call 4 Hours beWe digging: GOPHER STATE ONE CALL TNn My A 651—�0002 Mn. Tdl Free 1-600-252-1166 LEGEND A= POND 1O= DRAINAGE AREA 0' 50' t00' 15[ aee 12/19/05 sn,ec 1 OF 1 Gateway North I AreasExisting Drainage Areas Minnesota SUMMARY Appendix I * WESTWOOD PROFESSIONAL SERVICES, INC. (320) 253-9495 2M4M WAIF ONE CALL Twb tlly Ino 661-16/-00M Yn. Tom Fn� 1-666-252-1166 LEGEND 1�= POND 10= DRAINAGE AREA W place, LW I Gateway North xmssioaoxc pppppp- 00i0 s y a i iky A ro-k itortiirmI I/Incnnry Qrr-,rdiir-tc riiirl FOR INNOVATIVE CONCRETE MASONRY PRODUCTS ACROSS MINNESOTA AND THE DAKOTAS. WHETHER FOR STRUCTURAL OR VENEER APPLICATIONS, MASTERBLOCK ARCHITECTURAL CONCRETE MASONRY UNITS ARE PROVEN EXAMPLES OF THE FORM, FUNCTION AND ESTHETICS AVAILABLE TO TODAYIS DESIGNER. IKIn1:-r -- ISO 14001 Certified Continuing to bring quality and environmental excellence, MASTERBLOCK is proud 0o be the first concrete products company in the upper midwest to become certified. Create the appeal of a natural stone ashlar pattern on your next project. Choose one of our featured color blends or combine any of the colors in our Rock Face Series to create a signature look to your design. •1 • • Location Map Gateway North/Gateway Place NW Corner Realigned Highway 101 & Future Highway 212 Planning Case No. 06-05 City of Chanhassen eti i Lake Susan a �bW Oi 1 4b b� i g W~dTA H 1Yb OrWm o CMXD v..b.mom. na p E` SUBJECT PROPERTY Q d1 _Lyman BNO(C.R. 18) Lyman BlvE (C.R. 18 m• • om. o 0 o S �' s ' 11 r •. P� 1 1 - , • � r � fflff t r q PIP. IIQ r �At �f tfiew from Hwy #101, near future Lake Sa an Drive Highway Plans w/Site Layout North Site Location Realigned Highway 101 New Highway 212 Proposed Lighted Intersection Future Southwest Metro Transit Station South Site Location L-man Boulevard & Highway 101 Interchange 71_Z11 VINYL POST CAP CrYPJ VINYL POST /- VINYL TOP RAIL VINYL LATTICE i I r r f VI NY 60T RAIL GF > 9 W N N i � N ip N SEMI -PRIVATE FENCE DETAIL SCALE: 3/4" = I'-O" r--,r-rr--� -� SET POST IN 12" DIA. CONC. ✓INYL TOP RAIL VINYL PICKET IINYL MIDDLE RAIL N5TALL REBAR 'ILL P05T WITH ;ONC. PER AANUF. TQUIREMENT5 ,ADE e Oil <AWWF t" -_a,. hk • 13 standard stone -like shapes to select from allows for maximum design creativity. • Sizes can be used individually or combined into striking ashlar patterns. • Face/end corners and sill/accent piece options. • Choose from 21 solid colors, 5 variegated colors blends, or create your own signature blend. • CO2 curing ensures a completely hydrated fully cured "pre-shrunk" unit. CO2 curing provides units that are consistent in color and have a greatly reduced efflorescence potential compared to conventionally cured units. Splyt Stone Shapes Also shown on page 36 of our Concrete Masonry Product Guide. 3Ye 3Ye 3Ye isYe 15 Ye 3Ye 3Ye 3Ye 3+1e ->: II31e 3Ys u a )� v it Ye 6Ye � 15Ye 3Ye 3Ye 3�e Sit T 153• _.y ISYe �. )t• �: 11 Ye 3Ys '- ISYe 33 sq For load bearing or veneer applications, the classic full face split of our Decorative Rock Face Series comes in a wide range of sizes and colors with a variety of fittings and accent pieces. PNIS , �_ 61 I• 0 • • Classic rugged full face split texture. • Choose from 21 solid colors or select one of the 5 Splyt Stone Quarry Series variegated color blends. • Available in 4, 6,8,10,12, and 16 inch widths with a broad assortment of special fittings including corners and sill/accent pieces. • Can be used in a variety of different ways ranging from an attractive economical single wythe load bearing application to veneer applications in cavity walls. • CO2 curing ensures a completely hydrated fully cured "pre-shrunk" unit. CO2 curing provides units that are consistent in color and have a greatly reduced efflorescence potential compared to conventionally cured units. 6 For a distinctive look select the rough hewn appearance of the unique variable depth I split in the Castle Rock and Shadow Stone Series. Available in a wide range of sizes these units can be used by themselves or combined with our Decorative Rockface or Ground Stone Series for a signature look. e- • Enhances the character of the surface as sun light and shadow play across the surface throughout the day. • Castle Rock features a unique 2 plane variable depth split face texture. • Shadow Stone features a unique 3 plane variable depth split face texture. Available in 4, 6, 8, and 12 inch widths. • Can be used separately or combined with Decorative Rock face or Ground Stone Series units. • Can be used for interior or exterior applications. • CO2 curing ensures a completely hydrated fully cured "pre-shrunk" unit. CO2 curing provides units that are consistent in color and have a greatly reduced efflorescence potential compared to conventionally cured units. , I7y, 1 r:; f For load bearing or veneer applications interior or exterior, and natural beauty of exposed • aggregate in our Groundstone units make them an excellent choice where smart appearance and durability are important. Groundstone is an ideal material for high traffic public use areas like hallways and commons in schools and other public buildings. n U 0 r� U • Smoothly ground face and exposed aggregate offers exceptional durability and unique appearance. • Factory applied highlighter accentuates and enhances the ground face and natural aggregates and aids in the final clean down process. • Wide variety of sizes, fittings and accent pieces allows for maximum design flexibility. • Ideal for high use spaces such as corridors and commons areas. • Select from 21 different color and aggregate combinations or create your own. • CO2 curing ensures a completely hydrated fully cured "pre-shrunk" unit. CO2 curing provides units that are consistent in color and have a greatly reduced efflorescence potential compared to conventionally cured units. 10 I The first choice for acoustical correction and noise related problems in masonry • construction. Soundblox offer an attractive, efficient, cost effective solution for gymnasiums, libraries, churches, industrial settings, mechanical rooms and comparable areas. r -- • Unique cavity/slot resonator construction. • Available in veneer or structural units. • Wide variety of colors and textures including Decorative Rock Face, Groundstone, Splitrib or Smooth Face units. • RSC/RF unit are available with additional groutable area necessary for vertical reinforcement. • .3 • The Enerblock System utilizes uniquely shaped concrete masonry units combined with special insulating barriers to create a virtually continuous insulating barrier within the structure wall. This design effectively eliminates the moisture transfer potential of other single wythe insulating options. • Meets or exceeds current Energy Code requirements. • "Crush ribs" assure good vertical contact between barriers while allowing for ladder style joint reinforcement to be used. • Insulating barriers are locked in place; they can be relied on in use not to shift or settle. • Available in 8, 10, or 12 inch widths in both lightweight and heavyweight densities. • Available in a wide variety of architectural faces including Decorative Rackface and Groundstone. • Enerblock can be produced in any of our Rockface, Groundstone or Splyt Stone colors. 177 128 100 GRAY BALSAM ASHLAR GRAY NATURAL GRAY (Custom Series) (Custom Series) (Standard Series) 395 368 602 Kasota Colonial Ivory Goldstone (Premier Series) (Custom Series) (Custom Series) •d j r 202 218 328 POLAR WHITE French White Antique Ivory (Premier Series) (Premier Series) (Custom Series) 548 516 Spice Mesa Tan (Custom Series) (Custom Series) 938 854 889 822 622 Roseglow Ebony Rose Rosewood Spanish Rose Mahogany (Custom Series) (Custom Series) (Custom Series) (Custom Series) (Custom Series) Colors shown above may vary slightly from actual products. Contact your local representative for current samples. 566 Aztec Clay (Custom Series) 638 BARKWOOD (Custom Series) 508 Almond (Custom Series) 872 Terra Cotta (Custom Series) 616 VIENNA BROW (Custom Series) 107 108 110 328 508 832 104 116 Quarry Blend Autumn Oak Sandpebble Antique Ivory Almond Sunset Millstone Spindrift Standard Series Standard Series Standard Series Custom Series Custom Series Custom Series Premier Series Premier Series 8 1, � is 162 166 172 178 202 218 234 ' 395 Gray Cloud Rose Stone Marblestone Graystone Polar White French White Sea Shell Kasota Premier Series Premier Series Premier Series Premier Series Premier Series Premier Series Premier Series Premier Series Colors shown above may vary slightly from actual products Contact your local representative for current samples. 5plyt Stone quarry Series Color Options a, Ai#�4 tiro i 1 44.. j a x" A 't;� splyt stone Quarry series Ash I a r Patterns 35/8 x 15518 x 155/8 u�� *35/8 x 155/8 x 23 5111 `This unit is only available in the Splyt Stone Quarry Series texture. J Ila n t'm 6 r rta 351ax75/ax23518 OO 3 5/8 x 15 518 x 15 5/8 DO 3518 x 75B x 155/8 35/8 x 75/a x 23518 35/8 x 11SIB x 2351s 35/8 x 15518 x 15 5/8 �� 16 . 1 .6, 'k*.- with innovative products and superior solutions. MASTERBLOCK is committed to whatever it takes to help make your next project a success. Friendly, courteous, knowledgeable service is just a phone call away. Out services include: • Technical assistance. • Custom color matching for additions to existing projects. • Custom cut samples for sample boards. • Final and preliminary design services for Keystone Retaining Wall Systems, See our Landscape Product Guide for product selection. • Custom color production of Keystone Retaining Walls to blend with our Architectural Concrete Masonry Units. • Single source for all types of Concrete Masonry Segmental Retaing Walls, Pavers, Ready Mix and Aggregates. • AINCES accredited box lunch programs call today to schedule yours. Visit MASTERBLOCK and Keystone Websites. The MASTEBLOCK Website provides information for all Architectural Concrete Masonry, Keystone and paver products. The Keystone Website is a one-step source for your Keystone product information — including individual portals for designers and contractors, plus information about our unique retaining wall design software. Aggregate Industries/MASTERBLOCK Website: www.aggregate-us.com Keystone Website: keystone walls.com/home 18 ��- �•. -« '- _;! _ %- ;` � .� IHIf- =- -z---= Oehme, Paul From: Cyrus Knutson [Cyrus. Knutson@ dot.state.mn.us] Sent: Tuesday, January 31, 2006 10:18 AM To: Oehme, Paul Subject: Fwd: TH 101 in Chanhassen Attachments: curry-property.pdf P� curry-property.pdf (2 MB) Paul, here is the info our surveyor had in his file. Cyrus >>> Bruce Wetherbee 31-Jan-06 9:38:31 AM >>> Cyrus, I scanned some documents in the area of the proposed development at TH 101. It looks like, a number of years ago, the Curry's owned the property underlying TH 101 on both sides of the Section line. When they platted the subdivision of Chanhassen Hills, they dedicated 33 feet west of the Section line. The COV S for parcels 67 and 267 indicate their property is subject to Minnesota State Highway 101, so MnDOT—had a iTe icated easement of 33 feet to the west (in the area contained in the plat) and a variable width to the east. With plats 10-17 and 10-18, MnDOT acquired the land within the plat boundary as fee and some as temporary easement. I'm not an attorney, but I would think that when MnDOT is no longer using the portions of old TH 101, the prescriptive easement to MnDOT goes away. If the city or county continue to use the old road then perhaps they now have the easement rights. Bruce Bruce Wetherbee Senior Land Surveyor Metro West Surveys phone: 763-797-3110 Email: bruce.wetherbee@dot.state.mn.us 67 X- ' MINNESOTA DEPARTMENT OF TRANSPORTATION V 4, % C.S. 1017(212=12)902 PARCEL NO. v COUNTY OF CARVER JOB NO. T51907 CERTIFICATE OF TITLE I hereby certify to the State of Minnesota that I have examined the title to the real estate herein described as shown by the records in the office of the County Recorder, Registrar of Titles, County Auditor and County Treasurer, and as shown by said records the tide to the following described tract: That part of the South 1/2 of the Northeast 1/4 of Section 23, Township 116 North, Range 23 West, which lies Southeasterly and Southerly of the Plat of Chanhassen Rills 3rd Addition. \�S (�( pOY� '�NVCy SQ\e o� , `1Ntacs;o 0. WQt^f4-� OceA�a�� `� O3 aeeAra e� a� oa , es d oc, ao . 3O�aS1131. S 1/2 NE 1/4 of Section 2 , Township 11 north, range west, er County, is at the date of this certificate in the following named persons: (if the title is registered, as note and certificate number.) LAND TORRENS CERTIFICATE NO. Nature -Date of Document Book & Page Name of Spouse Name of Interest & Date Recorded and/or Doc. No. If single, so state James A. Curry Fee June 9, 1982 Bk 167 Deeds . Barbara June 11, 1982 page 655 During the pist live years the title to said tract was in the foBowing persons, if different from above: Nature Date of Document Book & Page Name of Spouse Name of Interm & Date Recorded and/or Doc. No. If single. so state SUBJECT ONLY TO THE FOLLOWING: (Here enumerate encumbrances and liens of ev ry nature, giving names addresses of parties, date of instrument, date of recording, document number, and other pertinentinformation; Aso enumerate other defects, if any, in the title; any judgments docketed in the office of the Court Administrator that would-be a lien against this property should be shown here. Show docket number, date of entry and amount of judgment, names of judgment debtor andcreditor and attorney for the creditor. Subject to Minn State Highway No 8101. Subject to CSA Highway No #18. .>s Mortgage by James A. Curry & Barbara Curry, h/w, in favor of the First National Bank of Saint Paul, dated 12/30/83, recorded 12130/83, in Bk 144 Mtgs 131 (62840). Amendment to said Mortgage recorded 11120/85, as doe no #74683, and further amended by a doe recorded 10/22/86, as doe no 81683. Basement in favor of the City of Chanhassen dated 10126/87, recorded 10/29/87, as doe no 91294. I further certify that all taxes and assessments against said tracts are paid, except: PIN 25.0231600 1998 taxes in the amount of $696.00 are paid. No delinquent. There is an unpaid balance of special assessments. 25.0230700 4§98 taxes in the amount of $16.00 are paid. No delinquent. Last Tract Entry or Certificate Memorial SIGNATURE Attorney or Abstracter DATE Book - of - Page 193982 Robert C. Golike „/I­�— September 25, 1998 ar7 46 014 01-02- o 11 ` ' MWNESQTA QEPARTMENT OF TRANSPORTATION# C.S.1017f212=121902 PARCEL NO. G 7 COUNTY OF CARVER JOB NO. T51907 CERTIFICATE OF TITLE I hereby certify to the State of Minnesota that I have examined the title to the real estate herein described as shown by the records in the office of the County Recorder, Registrar of Titles, County Auditor and County Treasurer, and as shown by said records the title to the following described tract: The West 1/2 of the Northwest 1/4 of Section 24, Township 116 North, Range 23 West, except the North 660.00 feet thereof, and alsothat part deeded to Northwestern Bell Telephone Company in deed document no. #90735. i xCGpt 1l4rto_ Cony ')Gi �. -tire SEc � o{' 1'%�i..xebo�{'a_ 6LJID da*ccl I/y/2ooZ A„d✓re Cled 1128/200�. dLo Memt/ no.304-.530 a� �-cl+..a hevolo� a..el ex ce.P{ J=L o-Yr �- ca,tvnJ, e.aL >`e -l1�� SFr.#e 7vtrvrv�eso{-a (�y 1J/D doke�I I� t //2002 ew al recorded 1/RB/zooZ u d��me �t m, 30/ bs31 ai�acl+ed here-�o, . w 1/2 NW 1/4 of Section 24 , Township l lL_north, range 23 west, Carver County, is at the daze of this certificate in the following named persons: (if the tide is registered, as note and certificate number.) REGISTERED LAND TORRENS CERTIFICATE NO. Nature Date of Document Book & Page Name of Spouse Name of Interest & Date Recorded and/or Doc No If single, so state James A. Curry & Fee August 10, 1984 Bk 185 Deeds Barbara curry, h/w September 13, 1984 page 373 as j/t During the past five years the title to said tract was in the following persons, If different from above:" Nature Date of Document Book & Page Name of Spouse Name of Interest & Date Recorded and/or Doc No If single, so state SUBJECT ONLY TO'THE FOLLOWING: (Here enumerate encumbrances and liens of every nature, giving n +++-. +a+ addresses of parties, daze of instrument, date of recording, document number, and other pertinent information; �ao r enumerate other defects, if any, in the title; any judgments docketed in the office of the Court Administrator that would be a lien against this property should be shown here. Show docket number, daze of entry and amount of judgment, names of judgment debtor and creditor and attorney for the creditor.) Subject to CSA Highway No. #18 Subject to Minn State Highway No. #101 Subject to an easement in favor of the State of Minnesota, dated 10/9/73, recorded l0/24/73, in Bk 114 Deeds pg 398. Mortgage by James A. Curry & Barbara Curry, h/w, in favor of the First National Bank of Saint Paul, dated 12/30/83, recorded 12/30/83, in Bk 144 Mtgs 131 (62840). Amendment to said Mortgage recorded 11/20/85, as doc no #74683, and further amended by a doc recorded 10/22/86, as doc no 81683. e Subject to an easement agreement in favor of the City of Chanhassen in re condemnation of land for mad and utility purposes, recorded 1/27/97, as doe no 206358. Final Certificate in favor of the City of Chanhassen in re the condemnation of land for public purposes, recorded 2/21/97 as doc no 207396. (appears to have an incorrect legal description for the affected real estate) I further certify that all taxes and assessments against said tracts are paid, except: PIN 25.0242410 1998 taxes in the amount of $2934.00 including special assessments are paid. No delinquent. Unpaid balance of special assessments. Last Tract Entry or Certificate Memorial SIGNATURE Attorney or Abstracter DATE Book - of - Page 234690 Robert C. Golike-'L-1�. September 25, 1998 2'l8 322 0l- 02-o f -30 G so �-�-- -� -- � �� o Y, z- 3 i M t TII } / •_ s �q sava a µmkt.: _ e! �}je :3Y I. �➢ :I'9'�ti II l iF 7 E'jl-I II IF 7 E'jl LmvJl—Jlu—J M1r�J" b •" ;9 xRIVE xORIN 9 rur" _ r�ir�draa'n �mal �_` _ SJ � L��•J—JL=JL—JL—�L—J�— �(y�, .^1�tl-"• J_ �vSl1 -V.F�I � n.-� rds^lj r �> �1.'S t': i r s_-- i� 8...:�...,�I r•. .4.- wCtii d xrC c � l i I _ n S N N C ¢ � p 0 E• - V 3 � ' p 0 ! S Nf N Z�•E i!Py .. . 1 . ., ,, I i • 0 �` , • €���� ill i _ � � 5 14. PH V vJ ..J `a: • lIV)'.': F.:lT :193F_: �.'. L3 i.: Z ;_i . 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R. ,Disk' � d� iF L'ct Ei��54` - bb} n'Li 1' EiE� i ��p �1 � ill i3~f-ti M !' • 'i i i i! � f z x SZ Z= ^ is / i� R 11 April 6, 2006 jHl1IIflJC,IuTY,OpF CI]SEN Minnesota Housing Finance Agency 400 Sibley Street, Suite 300 7700 Market Boulevard PO Box 147 St. Paul, Minnesota 55101-1998 Chanhassen. MN 55317 RE: Gateway Place, 721 Lake Susan Drive, Chanhassen, Minnesota 55317 Administration MHFA ID Number D4057 Phone: 952 227.1100 MHFA TC #06029 Fax 952.227.1110 Building Inspections Ladies and Gentlemen: Phone:952.227.1180 Fax 952.227.1190 The undersigned hereby certifies with respect to the property legally described in Exhibit Engineering A attached hereto ("Premises") as follows: Phone:952.227.1160 Fax:952.227,1170 1. The zoning code affecting the Premises is Planned Unit Development -Mixed Use. Finance Phone:92271t40 Fax: 952.2.227.1110 2 The Premises and its resent and intended use as a 48 unit a artment P P development with related facilities complies with the applicable zoning codes, Park 8 Recreation city ordinances and regulations: Phone: 952.227.1120 - Fax:952.227.1110 YES ❑ NO Recreation Center 2310 Coulter Boulevard Comments: Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources 3. There are no variances, conditional use permits or special use permits required Phone:952227.1130 for the construction of the improvements on the Premises or its uses. If there are, Fax: 952.227.1110 specify the same and relevant terms or otherwise check here: Public Works 1591 Park Road ❑ NONE Phone: 952.227.1300 Fax:952.227.1310 Comments: The number of required enclosed parking spaces for the Senior Center development is 70 whereas the development provides 61. The Planning Phone:952.227.1125 Commission on February 7. 2006 and the City Council on February 27, 2006, Fax:952.227.1110 approved the variance allowing the development to provide 61 enclosed parking Web SRO spaces in lieu of the required 70. www.ci.chanhassen.mn.us 4. The Premises complies with the subdivision ordinances affecting it and can be conveyed without the filing of a plat or replat of the Premises: DYES El NO Comments: The final plat for the site is scheduled for approval by the Chanhassen City Council on April 10, 2006. Once the plat has been approved and recorded at Carver County, the premise may be conveyed. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses. winding trails, and beautiful parks. A great place to live, work, and play. 5. All appropriate and required city permits, licenses and approvals have been provided for the intended use of the Premises: ❑ YES 0 NO Comments: The only permit required to vet be issued is the buildingpermit. 6. What are the parking requirements and does the Premises comply: 0 YES ❑ NO Comments: The parking requirement per the ordinance is 70 enclosed and 36 surface parkine spaces. The development provides 61 enclosed and 47 surface parking spaces. With the approved variance. the Premise does comply with the parking requirements. 7. What are the set -back requirements and does the Premises comply: 0 YES ❑ NO Comments: Building Setbacks: Lake Susan Drive (North) = 30 Feet: Highway 212 (South) = 50 Feet Highway 101 (East) 50 Feet: Internal (West) = 0 Feet. 8. Is the Premises located in a flood zone: ❑ YES 0 NO Comments: If additional space is required for any of the above, please use an attachment. If there are any additional facts regarding the Premises and its proposed use which would be material consideration, please include that information below: Signature of Authorized person: Typed/printed name of signatory: Sharmin AI -.Taff Title of Signatory: Senior Planner Date: April 6, 2006 City or Other Governmental Agency: City of Chanhassen Exhibit A Legal Description Lot 1, Block 2, Gateway North Item Folder Numb' Folder Name Job Number Box Number Non -Scannable Item oc)