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18640 Lake Drive East EA and parking lot expansionPLEASE PRINT CITY OF CHANHASSEN ENCROACHMENT AGREEMENT APPLICATION FOR PRIVATE PROPERTY. pROpERTy ADDRESS 18640 Lake Drive East, Chanhassen, MN LOT I BLOCK I pLAT y41,,4g Chanhassen East Business Center, Hennepin County, MN pID# l8-116-22-21-0003 Pa ng area,tures, & un rgroun stormwater storage cilitv withint Type of Encroachmgnl drainage & utilitv easement, and existing retaining wall to be rebuilt within D&U easement aredAllach additional informalion when necessary, msterials, Elc.) Type of Surface(s)to be disturbed: Green space with trees and an existing bituminous area Dimensions of Encroachment Encroachments located in the 50-foot drainage and utility easement along north me' (Sho\ on site swvey or sketch scaled drawiog of location on properly) NOTE: Retaining walls over 4' in heiqht ntust be an engineered design with engineer's sianature approvinq design. Method of Installation or Construction (including method of compaction and excavation) Please See Permit Set - Parking lot Expansion - attached 4. Name ofParty or Organization Requesting Encroachment; list address if different than above: CSM Investors, Inc. 500 Washington Avenue South, Suite 3000 {Namc) Minneapolis, MN 55415-1 151 Kelly Ramstad 612-366-0758 Fax: 612-395-2755 Contact person 612-395-7094 Phone: Cell: E-Mail: kramstad@csmcorp.net List reason(s) for encroachment Expansion ofparking lot and an underground stormwater storage facitiry l/hich elrcroach onto the drainage and utility easements dedicated in the recorded plat of Chanhassen Fast Brrsiness Center- the existing retaining wall. Machine Excavation: ! Yes ! No List erosion control methods to be used Erosion Control Schedule on attached Permit Set, Sheet C-4 Signed By Dated The date when work is ready for inspection must be reported to the Engineering departmetrt. 952-227-1163 l. ,) I INFORMATION FOR APPLICATION Sec. 20-908. Yard regulations. (6) The placement of any structure within easements is prohibited, except for those structures specified herein. Fences may be allowed within an easement with an encroachment agreement if they do not alter the intended use of the easement. A driveway or sidewalk from the street to the house crossing drainage and utility easements at the front of the property are exempt from this requirement. Sec. 20-l0l 9. Location. (a) Generally. All fences and retaining walls shall be located entirely upon the property of the fenc€ or retaining wall owner unless the owner of the adjoining property agrees, in writing that said fence or retaining wall may be erected on the property line of the respective properties. Such agreement shall be submitted at the time of building permit application. Encroachment into a city easement shall require an encroachment agreement between the proPerty owner and the city. Fences shall not be placed within the public rightof-way. SIGNATI,'RE OF APPLICANT DATE Upon payment of the application initiation fee in the amount of $lqqqq a request will be made to the City aftomey to review and draft the appropriate t!?e of encroachment agreement. When this is completed by the attorney and sent back to the City the contact information provided by the applicant will be used to notify applicant that the document is at City hall offices for signatures. These signatures must be notarized and sent into the county for recording, the applicant may choose to do these steps themselves but proof of recording must be provided to the City before the City will release any final approvals, permits or fi:nds being held. The fee collected to start this process will cover all standard costs for notarizing and recording all documents; any additional time (over 2 hours) may be billed at the then current published rates for the City and Attorneys offices. It is expressly understood that this permit is conditioned upon replacement or restoration ofthe disturbed area to its prior condition in accordance with the appropriate rules and regulations for the City of Chanhassen. @This process could take approximately 3 weeks. GUIDELINES 1. Excavations shall be properly protected and identified by barricades and flags in the daytime, and flares or flashing signals at night, to protect persons and traffic at all times. 2. Barricades to be erected in a manner which will provide suitable visibility in all directions. 3. Excavations must be cribbed when necessary, depending upon type of soil, in order to prevent cave-ins. 4. No guys or stays to be attached to trees on Right of Way. 5. Underground construction must be so constructed as not to harm or unnecessarily destroy the root growth of any trees. SAFETY LIMITATIONS I . No lugs shall be used on equipment traversing road which will damage the road surface. 2. Work site shall be cleaned up after work is completed. 3. No work shall be done which will create a nuisance. 4. Within 24 hours (Saturdays, Sundays and legal holidays excluded), the permit holder shall notiry the municipality issuing the permit and, when applicable, the County Engineer, that such work has been completed and is ready for final inspection. 5. Within ten days after receipt of a copy of the permit application the City/County Engineer shall notifu the applicant of any objection the City/County may have to the application. EXA}IIPN,tr CF trASMIMNT DOCUMNENT t, e:c,|cd 16 tGcoding infonnanon ) ENCROACHI\,IENT AGREEMENT AGREEMENT made this - day of , 200_, by and between the CSM INVESTORS, INC., ACITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and Minnesota corporation. 1, BACKGROUND.CSM Investors, Inc.,is the fee owner of the property purposes over p art of the subject property. CSM Investors, Inc. would like to construct stormwater stora ge facility with er underiroun<[ anular bedding, install lighting faciliti bject property which wil es, and rebuild the retaining wall. parking area and an / on the su I encroach into the City's easement. 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment on 3. MAINTENANCE. cSM Investors, lnc.,shall be responsible for all costs relating to its easement for the construclion, use, and maintenance of the proposed parking area and an undergrould i;";;;;;;ii;d'f*ii'ty;ttii;i,".,t.',u.aai',g,l-igt,tfi*tu'.',unhrdbuiltre@s"). construction, reconstruction, maintenance, and repair, including snow or debris removal, with respect to Henneoin located within the City of Chanhassen, County of @FdB State of Minnesota legally described on the attached Exhibit "A" (the'subject property') The City owns an easement for drainage and utility the easement area. This maintenance agreement is a personal obligation of CSM Investors, Inc., Investors, Inc 4. HOLD HARMLESS AND INDEMNITY. ln consideration of being allowed to encroach on the City's easement, CSM Investors, Inc. , their successors, heirs, and assigns, hereby agrees to indemnify and hold the City harmless from all costs and expenses, claims and liability, including attorney's fees, relating to or arising out of this grant of permission to encroach on the City's easement for the construction, reconstruction, maintenance, use, operation,and the like ofthe Encroachments. 5. TERMINATION. The City may, at its sole discretion, terminate this Agreement at any time by giving the then owner of the subject property thirty (30) days advance Mitten notice, except that no notice period will be required in the case of an emergency condition as determined solely by the City and the Agreement may then be terminated immediately. The property owner shall remove the Encroachm ts to the effective date of the termination of this Agreement. lf the owner fails to do so the City may remove the Encroachments and charge the cost of removal back to the property owner. This Agreement shall run with the land by the mutual consent and agreement of both parties or their respective successors and assigns. 6. RECORDING. This Agreement shall be recorded against the title to the subject property and shall be binding upon CSM INVESTORS, INC his heirs, assigns, and suc@ssors in interest and shall be binding upon the executoc, administrators, successors, heirs, and assigns of CSM CITY OF CHANHASSEN BY: Mayor (SEAL) AND City Manager/Clerk STATE OF MINNESOTA ) ( ss. coUNTYoFCARVER ) The foregoing instrument was acknowledged before me this _ day of _, 200_, by the Mayor and City Manager/Clerk of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council STATE OF MINNESOTA COUNTY OF (SEAL)NOTARY PUBLIC SS The foregoing instrument was acknowledged before me this _ day of , 2oo-, bv -, a -. ) ( ) PROPERTY OWNER CSM INVESTORS, INC., a Minnesota corporation STATE OF MINNESOTA COUNTY OF SS. ) ( ) The foregoing instrument was acknowledged before me this _ day of , 2oo-, by -, a (SEAL)NOTARY PUBLIC THIS INSTRUMENT DRAFTED BY: EXHIBIT "A" Lesal Description/Surv ev of Subiect Pronertv \arr 'i orn ,kJ latt\ a't ro f,t {o lo Nt " rrfurl ( lainiu uqll 7lv,rz urlduy,tl l'v \qht C;1 lo lcu P\ uhrl LUtlrnf rlt i\{TA ,l \0' lvw Jr( Pr{"akr Qtad {n I t A r)adrtr\d' $rnth.l d ^r{ ol & Dl io )q a c ,fr L (/fi r&u(r r o+ 'wrcl illaq,l ,til il [rE !{!T||rt 9r,t-- .ot I ll rl 1 I t)I :lJi1 I II II-l/ I {T,, t( HIGHWAY NO.5 TOTAL POTTNTIAL PARKINO BLDC'A' I47 STALLS EXISTINC PARKINC BLD6'A' ADDMONAI PARKINC BLDC'A' I1? STALLS I0STALLS EXISTINC PARKINC BLDC'O' ADDIIONAL PAR(INC BIDC ts' I]5 STALLS ?6 STALLS TOTAL POTENTIAL PARKINO I6ISTALLS TOTAL POT€NTIAL COMBINED PARKNC ]08 STALLS ABBREVIATIONS k EXISTINC COMBINED PARKING ADDIT]ONAL COMBINED ?ANXINC 2?2 STALTS ]6 STAILS tr r, 'JLU.l I = = lI e UC$T POLE STOR}' WATER CATCH BASIN IIRI HYDRANT MAILBOX IJNIT SANIIARY CLEANOIIT L,P c.B. HYD MB sAN ir,9' o o JJ E]o NOTE: ALL ARE{S Of WORX HAvt EXISTINC IRI'IGATION LINIS TO BE CAPPED AND/OR RELOCATED AREA CALCULATIONS "-tilA-REA OF PROPOSED NEW PAVINCAIt|lILi'.,\\\\\lflLltalL\ '4d;1l CITY REQUIRTD CREEN/OPEN SPACE CREEN/O}EN SPACE PROVIDED B2.t5t SF 148,984 SF BUILDING'A'BUILDING'B' o CHANHASSEN EAST BUSINESS CENTER - PHASE I1i{ r t7to t AxE otovE €asT effi;PR-4 ---_---_-- -.....-..-..-_-__---_-_=-- __I ;, HIGHWAY NO.5 --r{rL +fnf igl.-lTllTr.pTtlT[ lgl lTlm-__L-Ilfilf i6.P 1il 6r 1a PARKING SUMMARY UtrsTI}.IG PARXINC BLDG'A' ADDITIONAI PARKINC BLDC'A' l3? srArls IO STAILS TOTAI- PO'Tf,NT1AL PARX]NG ELDG A' ]47 STAILS EXISIT}.]G PARKING BLDG'B' ADDITIONAL PARK]NC BLDC 'B' 1]5 STALLS Y STALLS TOTAT POIIi{TL{L PARKINC I89 STALLS EXISTINC COMBINED PARKINC ADDIIIO].]AL COMSINED PATKNC 272 STALLS 64 STALLS ABBREVIATIONS -) + :- = l @ Itrr- Fa -9" LICTIT POLE STORM WATF,R CATCH BASIN FIR.E HYDRANT MAILBOX T]MT SANITARY CLEANOI,'T L.P, C,B, HYD MB SAN NOTE| ALL AREAS OF WoRX HAVE EXISTING IRRICATTON LINES TO BE CA}PED A]\D/OR Rf,LOCATED a o J ,.1g.l AR-EA CALCULATIONS AREA OF PROPOSED NEW PAVING 10.647 S[ CTTY RIQUIRTD CREEN/OPEN SPACE CRTEN/OPEN SPACE PROVIDED l32,35lSF 144,54J SF BUILDING'A'BUILDING'B' a CHANHASSEN EAST BUSINESS CENTER - PHASE I l!9f;Jfmuxr DFrvE EAsr oHHifr#EpR-3 9?.))|VLF "q)| \ || ) \ I .f,, 'IOTAI- PffIlNNAL MMBINED PARXINC 3]6 STALLS I =F Lf_+llll\]i---Tl-ir -L I ) illl I l|ilJ"."qas \,4 E | ||il|r r..lsr" I L{ ) n t't l gt II d a. rnm EE--= t {.1 A rl aIN -$r NE I EI t I \ ,l ''l ,'1 ,,)- E !lE l. 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EXISNNC TREES TO REMAN (TYP') COMBINE PLANTING BED WlH EXISTING 2-SM s8irodsl"E 3fu.00 a_a2-SB I I ronrr.-qr p;-,qr' -<aa I i ! -. -- -'- j -3e -a- .- -a- -- - a a a 4-PC ROCK MULCH, MATCH EXISIING ON SITE I I i._ t{- t a T t-no I a a I 2t v 9_AD I I NL J/ EXISTING BUILDING Iill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-"t133 2 rl EI r--.T. r.-,-,.d S-MJ J n i I o From: Aanenson, Kate Sent: Monday, March 30, 2015 9:15 AM To: Slnclair, Jill Subjectr FW: CHANHASSEN EAST BUSINESS CENTER PERMIT SET PARKING LOT EXPANSION CHA ITHAS S EN MINIVES O TA DEVELOPEF]PBOJECT ARCHITECT I 2_la P^fi( rvaxua sorJrt ENGII{EER LAI{D SURVEYOF --=H:1;::_ 2!a Prtr( ^varuE soul]] E t I I LAIIDSCAPE ARCHITECT -- 25J PArx ^vEiUE sor,r* vfixarPous. rx 55.15 t SHEET INDEX c-0 c-1 c-2 c-5 c-5 c-6 f-1 COVER SHEET EIlSTlllG CON0InONS DEVOLNrcN PLAN srlE Pt-aN GRAOIIIG lt aROSrOll UTILITY PLAN OETAILS r-9 2-9 39 a-9 5-9 6-9 7-9 E-9 9-9 ltl,;l li;l l! 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CHA NHA SSEN EA S T BUSINESS CENTER PERMITSET PARKING LOT EXPANSION CHANHASSEN, MINNESOTA ------------- J, 11� W I lu � 1 I N88°08'3YW_459,76 SS81 LAKE DRIVE LAST _ I N 0 40 80 760 SCALE IN FEET VICINITY MAP NOT TO SCALE SHEET INDEX C-0 COVER SHEET C-1 EXISTING CONDITIONS C-2 DEMOLITION PLAN C-3 SITE PLAN C-4 GRADING & EROSION CONTROL PLAN C-5 UTILITY PLAN C-6 DETAILS L-1 LANDSCAPE PLAN P-1 PHOTOMETRIC PLAN DEVELOPER/PROJECT ARCHITECT JOHN FERRIER, AIA CSM EQUITIES, LLC 500 WASHINGTON AVENUE SOUTH, SUITE 3000 MINNEAPOLIS, MN 55415 PH 612-395-7000 FX 612-395-7002 '.. �71'►III►'i�7 �1 �1 CLARK WICKLUND, PE ALLIANT ENGINEERING 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH 612-758-3080 FX 612-758-3099 LAND SURVEYOR DENNIS OLMSTEAD, PLS ALLIANT ENGINEERING 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH 612-758-3080 FX 612-758-3099 LANDSCAPE ARCHITECT MARK KRONBECK, PLA, ASLA ALLIANT ENGINEERING 233 PARK AVENUE SOUTH SUITE 300 NO. MINNEAPOLIS, MN 55415 PH 612-758-3080 1-9 FX 612-758-3099 2-9 3-9 4-9 5-9 6-9 7-9 8-9 9-9 46 ALLIANT E NOIN EER I NO 233 Park Ave S. St. 300 hrmrIX.11% KIN 55415 612.75&3080 MAW 612758.3099 FAX thYAY.8R180FI0CCOm cc ui F Z ul U W ZZ mew qe Z WX�o w ujonzru N-g. W W 0 LID z =z( F ZYI= oilQOCvz fr U Off. co a U 7—by certify that Ibis plen. epecillcatlop, or report W prepared by a der my dkset soperNatoaoor' that I duly Lt..—d PROFESSIONAL ENGINEER under th. law. of the StO. 01 2-NFsorA s PE CLARK WICKLUND. NN•D•, PEE 7-16-15 '109n Dot. u—.. No. QUALITY ASSURANCE/CONTROL By DATE DATE ISSUE DESIGNED: RK DRAWN: (UK PROJECT NO: 212-0066.1 C-0 SHEET 1 OF 9 STATE HIGHWAY NO. 5 w ------------------ _ - --- -598'Dfi'31E u_ k70.00—----'---.-_-- _ SWOe3T"E 373.00 �� _..... __---_—`—__----- — 1 • l4'" -mYaue- r ! n. SAa I £xSDeEHi OEW Mt •.Cyr.9 -- - t _ II sE-- I I N I 0 20 140 80 SCALE I IN FEET aS�i' 1 Lu to I 8 � I Lu OI I i I fie : co ALLIANT EN•INEERlN• 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612358.3080 MAIN 612.758.3099 FAX --alll-Fimco. W Z ♦W V W Z Z mNa N ►-QW Z a p H W W w Z j_ �c Z z Z N.j�� V a (3w = Z Do -W Ite Z Zoo= g z tC N X.4 0Q. °O c=) a 1 hereby eerllor Maf — plan, apecilfwtlon, rep rt w d b e e d.r dlredr supervlston d that iy n m o duly Ltaeneed PROFESSIONAL ENGINEER ueder the laws of the Stale MINNESOTA of a /, DENNIS OLMSTEAD. PLS 5/19/2014 13,25 Dart. U.— No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE Property De iption Lot 1, Black 1, CHANHASSEN EAST BUSINESS CENTER, Hennepin County, Minnesota. Notes: 1, The locations of underground utilities ore depicted based an Gopher State One Call, available map., rxords and field locations and may not be exact. Verify ail utilities crl,icai to constr-f— or design. 2, The basis of bearings is aswmed. 3. All distance. are in feet. 4. This existing conditions —y is a partial topographic —y for design purposes only and may not depict ail easements, appurtenances or encumbrances affecting the property. 5. 8ana1, Mark: Top Not of Hydrant located at the eouthwest corner of Lake Drive East and Dell Road has an nlewiior: of 919.58 feet. LEGEND • FOUNO IRON MONUMENT —..— GAS (} HYDRANT SANITARY SEWER WATER VALVE —„ — STORM SEWER WATER MANHOLE WATERMAIN SS SANITARY MANHOLE UNDERGROUND ELECTRIC ❑ CATCH BASIN —s— OVERHEAD ELECTRIC 10 ELECTRIC Box — A — FENCE LIGHT CONCRETE STORM MANHOLE p POWER ROLE SAND ® aOLLARD 11I RECORD PLAN i.) MEASURED SPOT ELEVATION //.�.�_ (, ?�)TREE HIGHWAY 5 - " - - REMOVE PORTION OF EXISTING RELOCATE EXISTING RETAINING WALL AND ASSOCIATED MAILBOXES DEMOLITION LIMITS IMITSNC EVERGREEN SHRUBS, RETAINING WALL PROTECT BLOCK TO BE REUSED IF POSSIBLE TREES TO REMAIN S88W,31°E 3.00 DEMOLITION UNITS , REMOVE EXISTING - . ^� T RELOCATE EXISTING 1 LIGHT FIXTURE _ • o EXISTING LIGHT FIXTURE r RELOCATE EXISTING TO REMAIN j LIGHT FIXTURE REMOVE EXISTING REMOVE EXISTING I CURB & GUTTER CURB & GUTTER BITUMINOUS PAVEMENT' DEMOLITION OMITS REMOVE EXISTING CURB &GUTTER 1 ' ✓%� ;' i I I `-1 3 i s Fp1 t I I 1 DO i C7 I I : f I i i ' , O O I ( t I i I I I i I I ---------------------- . aI-- LAKE DRIVE EAST i i I _,—RELOCATE 1EXISTING FIRE HYD II EXISTINQ LIGHT FIXTURE: TO REMAIN i DEMOLITION NOTES 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. NOTIFY GOPHER STATE ONE (811) CALL 48 HOURS PRIOR TO START OF CONSTRUCTION, 3. PRIOR TO STARTING CONSTRUCTION, ALL PERIMETER EROSION CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WITH GRADING & EROSION CONTROL PLAN AND THE CITY OF CHANHASSEN. 4. DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND PROTECTING ALL UTIUTY LINES PRIOR TO DIGGING AND DEMOLITION. OWNER AND ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR PUBLIC OR PRIVATE UTILITY LOCATIONS. 5. DEMO.171ON CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL DEMOLISHED MATERIALS. 6. DEMOUTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES AND OBJECTS THAT INTERFERE WITH THE PROPOSED CONSTRUCTION AS SHOWN IN THIS DRAWING PACKAGE. 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE CITY OF CHANHASSEN. 8. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTIUTIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. 9. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE TO PREVENT AND ELIMINATE ANY DUST NUISANCE OCCASIONED BY AND DURING CONSTRUCTION, UNTIL THE PROJECT HAS BEEN COMPLETED. 10. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES AND STRUCTURES FROM HAZARDS ASSOCIATED WITH HIS CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES AND STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES. 11. CONTRACTOR SHALL NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES. 12. ANY DAMAGED PUBLIC R.O.W. PAVEMENT AND CURBING SHALL BE REPLACED WITH THE EQUIVALENT PAVEMENT SECTION. 13. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE EXISTING BITUMINOUS PAVEMENT WHERE NOTED, BITUMINOUS SHALL BE SAWCUT OR JACK HAMMERED FOR STRAIGHT EDGES, TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXIS'iING GRADES, GENERAL NOTES: 1. ALL DIMENSIONS, GRADES, EXISTING AND PROPOSED INFORMATION SHOWN ON THE PLAN SHALLBE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN, 2. PROTECT EXISTING CONCRETE SIDEWALKS AND CURBING AND BITUMINOUS TRAILS AND PARKING LOT PAVEMENT TO REMAIN DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO REPLACE ANY CRACKED OR BROKEN CONCRETE PANELS OR DAMAGED BITUMINOUS PAVEMENTS CAUSED BY SITE CONSTRUCTION. 3. CONTRACTOR SHALL PERFORM SWEEPING ON PRIVATE PARKING AREAS AND PUBUC STREETS AT LEAST ONCE A WEEK, ONCE A DAY IF NEEDED. 4, CONTRACTOR SHALL PROVIDE TEMPORARY STREET SIGNS, UGHTING. AND ADDRESSES DURING CONSTRUCTION PERIOD. 5. ALL CONSTRUCTION AND POST CONSTRUCTION PARKING SHALL BE ON -SITE, NO ON -STREET PARKING/LOADING/UNLOADING ALLOWED. 6. ALL PUBUC SIDEWALKS AND TRAILS SHALL NOT BE OBSTRUCTED AS MUCH AS POSSIBLE. 7. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBUC RIGHT OF WAY. 8. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MnDOT 'TEMPORARY TRAFFIC ZONE LAYOUTS - FIELD MANUAL (CURRENT EDITION)FOR CONSTRUCTION WITHIN PUBUC RIGHT OF WAY, LEGEND D EXISTING SANITARY SEWER E EXISTING UNDERGROUND ELECTRIC » EXISTING STORM SEWER ❑-0 EXISTING LIGHT FIXTURE EXISTING WATERMAIN EXISTING CURB & GUTTER TO REMAIN O EXISTING SANITARY MANHOLE _ _ �__ —= CURB & GUTTER TO BE REMOVED ❑ EXISTING CATCH BASIN EXISTING PROPERTY LINE � EXISTING HYDRANT LJ�{ iID` TREES TO REMAIN EXISTING WELL x TREE TO BE REMOVED ® EXISTING TRANSFORMER - - - - - - - - - - EXISTING EASEMENT EXISTING GATE VALVE REMOVE EXISTING PAVEMENT G EXISTING GAS LINE OE EXISTING OVERHEAD ELECTRIC - - - - - - - - - - DEMOLITION UMTS T EXISTING TELEPHONE 0 20 40 80 SCALE IN FEET 46 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612758.3099 FAX .eiliant-i-- w ui Z W U to N W Zz m rov) Co a 9 � O 41 ca N z �- Y Z a 0 -on j w O Z Y Q O O = W ) a a 1 hereby —fify that thl. plop, epedflwlion, o report w ".Pared by m I., my d dln.apervlelonoand that 1 duly Ueen.ed PROFESSIONAL ENGINEER under th. law. of the stole of MINN ESOTA 2-WICKWN 7-16-15 aD922 Dale Lie— No. QUALITY ASSURANCE/CONTROL 8Y DATE DATE ISSUE DESIGNED: MIN DRAWN: EMK PROUECT N0: 21 2-0058.1 G-2 SHEET 3 OF 9 HIGHWAY 5 NEW LOCATION NEW LOCATION REBUILD RETAINING WALL, REUSE OR FOR EXISTING FOR EXISTING MAILBOXES AND LIGHT FIXTURE NEW LOCATION MATCH EXISTING FOR EXISTING CONCRETE PAD - _MATERIALS, SEE LIGHT FIXTURE GRADING PLAN NEW LOCATION - - LIGHT DUTY FOR EXISTING _ -- BITUMINOUS _ LIGHT FIXTURE I S88°06131`E 373• PAVEMENT l -.. o - BUILDING SETBACK ..- HEAVY SY 1 _.. i ' _ _ _ _.._ . - c s ._ �� r! PAVEMENT ire 17 77 u_______________ 1 ," { 1 _ i CONCRETE VALLEY GUTTER- j TYFf'",,, R� �♦ ' 9 RS 1 I 1 \ � 1 t 4 i (TYP.) I W I EXISTING BUILDING l - .1 N a x I sa e I I ' l t I i L � I � N 20' 4 I l' moo• '-----------_—_.� _ BUILDING SETBACK "- ^ 88°O6'3i'W958.T8 _ 6&87 LAKE DRIVE EAST �~ll� ���►P►C�wwww� 1 x� I. ALL DIMENSIONS ARE TO FACE OF BUILDING AND/OR FACE OF CURB. 2. CONTINUOUS CONCRETE CURB & GUTTER WHICH CHANGES TYPE SHALL HAVE A FIVE FOOT TRANSITION. 3. ALL CONCRETE CURB AND GUTTER ADJACENT TO CONCRETE WALK BE SEPARATED BY A 1/2 INCH EXPANSION JOINT. 4. PARKING LOT STRIPING SHALL BE 4 INCH WHITE. 5. ALL CURB AND GUTTER TO BE CONCRETE 8612 CURB UNLESS NOTED OTHERWISE, PER CITY STANDARDS. 6. CALL GOPHER STATE ONE CALL AT 651-454-0002 OR 811 TO LOCATE ALL UNDERGROUND UTIUTIES AND AVOID DAMAGE TO UTIUIIES DURING THE COURSE OF THE WORK. 7. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. B. REFER TO PHOTOMETRIC PLAN FOR LOCATIONS, FOOTCANDLE PRINT OUT AND SPECIFICATIONS. 9. RETAINING WALL MATERIAL TO MATCH EXISTING ON SITE, AREA OF DISTURBANCE AREA OF DISTURBANCE: 16.192 SF (0.372 AC) (AN NPDES/SDS PERMIT IS NOT REQUIRED WHEN DISTURBING LESS THAN 1.0 ACRES) LOT 1 SUMMARY ZONING: INDUSTRIAL OFFICE PARK DISTRICT (IOP) LOT i AREA: 231,299 SF / 5.31 ACRES EXISTING IMPERVIOUS: 146.280 SF ADDITIONAL IMPERVIOUS: 6,691 SF TOTAL IMPERVIOUS: 152,971 SF (66%) REQUIRED GREEN SPACE: 30% PROVIDED GREEN SPACE: 78,328 SF (34%) PARKING SETBACK: SIDE STREETS = 25' ROW - MIN. 10' IF 5' LANDSCAPE & BERM SCREENING PROVIDED SUFFERYARD C REQUIRED (SEE LANDSCAPE PLAN) PARKING SUMMARY EXISTING PARKING BLDG 'A' = 160 STALLS ADDITIONAL PARKING BLDG 'A' = 33 STALLS TOTAL PARKING BLDG 'A' = 193 STALLS INCLUDES ADA STALLS - 7. STALLS SfTE LEGEND B612 CURB AND GUTTER 6612 CURB AND GUTTER OUTFALL - - - - - - - - LIMITS OF CONSTRUCTION EXISTING PROPERTY UNE - - - - - - EXISTING DRAINAGE & UTILITY EASEMENT BUILDING SETBACK D-C] EXISTING LUMINAIRE H PROPOSED LUMINAIRE, METAL HALIDE N 30' POLE HEIGHT, SEE PHOTOMETRIC PLAN LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT O 20 40 SCALE IN ALLIANT ENGINEERING 233 Park Ave S. Ste 300 N4nneapolis, MN 55415 612.758.3080 MAIN 612.756,3099 FAX --alNanFlnc.com ir w f- z W U m W ZZ mNw z a W 2!o O to Z F Ya Z LU OJ5 '4(. N) QZ =znN ~ a zY 1 = 1 U4 4 " za W F—W- IL aO 5 a (1) 7—by aerlify that thl. plan. .peel lleatlan. o nport W dlr etd b e der ny aP.M.[an and that I am o duly U..n.ed PROFESSIONAL ENGINEER under th. law. of the Staf. of MINNESOTA LURK WICkWND, PE 7-16-I5 401122 D N U—. N.. QUALITY ASSURANCE/CONTROL PROJECT TEAM DATA DESIGNED: MK DRAWN: EMK 80 PROJECT No: 212-0089.1 C-3 FEET SHEET 4 OF 9 HIGHWAY 5 �- S88°0631'E 373,QQ . EXTEND EX. RETAINING WALL, I s . REUSE BLOCK. - 22.3 ----------- --- , 22.00 - i .6 11 1& SILT 1 22.25 I I 2"0 21,66 1 RIM 1 22.70 23.3Di � 2280 23.3 i 1 1 1 22.90� n w t 22.69 %\ T 1 I 1 2266 88. 22S 1 ,. t fMATCH EX 2276 "11 i � 2252 g 1 CONSTRUCTION LIMITS I 1 1 7 EXISTING BUILDING I I 1 I I i W_.�pi►S ►• 1 1. ALL PAVEMENTS SHALL SLOPE AWAY FROM EXISTING BUILDING. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY/COUNTY. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY AND COUNTY CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 5. BITUMINOUS OR ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS, 6. CONTRACTOR TO KEEP A COPY OF THE FINAL DRAINAGE LETTER ON SITE AT ALL TIMES. 7. SURVEYOR TO VERIFY BENCHMARK ELEVATION PRIOR TO START OF CONSTRUCTION. 8. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. 9. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 10. ADDITIONAL BEST MANAGEMENT PRACTICES MAY BE NECESSARY AS SITE AND CLIMATIC CONDITIONS CHANGE THROUGHOUT CONSTRUCTION. 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF_ 2. IMMEDIATELY FOLLOWING GRADING OF SIDE SLOPES, WOOD FIBER BLANKET (OR OTHER SLOPE STABILIZING METHOD APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 6" TOPSOIL. 3. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 4. SUFFICIENT TOPSOIL SHALL BE STOCKPILED OR PROVIDED TO ALLOW FOR THE REPLACEMENT OF 6" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 5. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTIUTY INSTALLATION AND ROADWAY CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED AND MULCHED OR SODDED WITHIN THREE (3) DAYS OF BEING DISTURBED, 6. THE GRASSES UTILIZED IN THE SEED AND SOD AREAS SHALL BE OF A SHADE TOLERANT TYPE APPROVED BY THE DEPARTMENT OF TRANSPORTATION. F�?OSION AND SEDIMENT CONTROL MAKMNANCE PROGRAM 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, AS DIRECTED BY THE ENGINEER. 5. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABIUZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 6. FINAL SITE STABILIZATION MUST INCLUDE PERMANENT STABILIZATION OF ALL AREAS SUBJECT To DISTURBANCE, SPECIFYING THAT AT LEAST 6" OF TOPSOIL OR ORGANIC MATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED. 7. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES. TREE ROOTS AND OTHER EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION. S. THE PERMITTEE MUST, AT A MINIMUM INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS CLEARED. THEREAFTER, THE PERMTTTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATION COVER IS ESTASUSED. - - EXISTING CONTOUR -789- PROPOSED CONTOUR 873.0 TOP OF CURB 872.5 FLOW LINE 873.0 TW TOP OF WALL 872.5 BW BOTTOM OF WALL FIFE FIRST FLOOR ELEVATION ❑ INLET PROTECTION .r--ram SILT FENCE ------- DRAINAGE DIVIDE - - - - - - - - CONSTRUCTION UNITS AREA OF DISTURBANCE AREA OF DISTURBANCE: 16.192 SF (0.372 AC) (AN NPDES/SDS PERMIT IS NOT REQUIRED WHEN DISTURBING LESS THAN LO ACRES) 0 20 40 80 SCALE IN FEET ALLIANT E N6INEEll"O 233 Park Ave S. Ste 300 Mlnneapoll% MN 55415 612.758.3D80 MAN 6IZ75813099 FAX WWW.alflant-imc m cc W H z ull U N (A W z Z to LS z a 6�0 9 0 0 W W z Y Z uj O aaZo2 =Z�N zY 1 = Z 4 t0 4 U9!0-25 z g J O Q. F z O U z O U) O cc LL1 113 Ul Q _z cc cr I hereby a 11ify that this pla, apecifieatlon, or report was p"p-d by m under my dlreat wperoblonaand that I a duly Lleene.d PROFESSIONAL ENGINEER under the laws of the State of MINNE/S�OTA �RK WICItLU-- N�-7 7-16-15 40922 Date Mamse Ne. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE DESIGNED: NIX DRAWN: EMK PROJECT NO: 212-0088.1 C-4 SHEET 5 OF 9 HIGHWAY 5 GRANULAR BEDDING 1 ---"_- "-'T-_.._ e. 40% VOIDS i !- I IE 916.52 I I I I I E 917.94 I . - .- -- - _- . - 30" DIA. RISER I I NEENAH RISER "- - - - - . _ ..- _ - W/ NEENAH R-1642 .I b W/ NEENARIM 92240 RIM 922.28 `__ _ _ _ _ -- CONSTRUCT 48 DIA. MH - - - - - ATOP EXISTING STORM. \ I RIM 927.88 - - - NEENAH 42 \ 1 IE (W) 917.35 12" RCP \� IE (N) 917.35 6' HOPE 1 IE (N) 418.91 8' HOPE (SEE DETAIL) 1 BULKHEAD EXISTING 12" RCP i 1 I REMOVE EXISTING � 1 rR-EPLACE EXISTING CASTING STRUCUURE 1 1NAH R-2501. REPLACE WITH 48'DIAMETER CBMH W/4' SUMP. RIM921M IE 91716SUMP IE 913.96 EXISTING BUILDING ` SALVAGE & RELOCATE EXISTING HYD. & G.V. ADD FITTINGS AND EXTENSION AS NEEDED 108'-42" CMP W/I I PERFORATED BOTTOM ® 0.0% IE 917.02 I I 1 I ( d I O 1. RELEVANT EXISTING UTILITIES LOCATIONS, ELEVATIONS, ETC. SHALL BE VERIFIED BY CONTRACTOR IN FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES TO PUN SHALL BE PRESENTED TO OWNER PRIOR TO COMMENCEMENT OF ANY WORK. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY/CGUNTY. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166. 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS WITHIN CITY RICKY OF WAY SHALL CONFORM WITH CITY CONSTRUCRON STANDARDS SPECIFICATION, UTEST EDITION. 5. SURVEYOR TO VERIFY BENCHMARK ELEVATION PRIOR TO START OF CONSTRUCTION. 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL. FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECENED AND THOROUGHLY REVIEWED ALL PUNS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. It. CONTRACTOR TO PROVIDE 4' THICK POLYSTYRENE INSUUTION FOR ALL WATERMAN AND STORM SEWER CROSSING WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3 FEET. 9, PIPE LENGTHS SPECIFIED ON PUN ARE MEASURED FROM CENTER OF THE STRUCTURE. JI .111 =14 ► � --•- PROPOSED STORM SEWER ----------►- PROPOSED SANITARY SEWER - PROPOSED WATERMAIN PROPOSED CATCH BASIN PROPOSED SANITARY/STORM MANHOLE 0 PROPOSED GATE VALVE PROPOSED HYDRANT EXISTING STORM SEWER EXISTING SANITARY SEWER - -- - EXISTING WATERMAIN EXISTING SANITARY MANHOLE '..... EXISTING STORM MANHOLE/CATCH BASIN EXISTING HYDRANT N O 20 40 80 mmmQ�� SCALE IN FEET ACCESS RISER RE: 922.0 NEENAH R-1642 30" DIAMETER RISER - 108'-42" DIAMETER CMP W/ PERFORATED BOTTOM ONLY - IE 917.02 EXTEND GRANULAR BEDDING 5" ABOVE AND 6" BELOW INVERT OF PIPE GRANULAR BEDDING 40% VOIDS IE 916.52 „eT LINE GRANULAR BEDDING MEDIA W/ GEOTEXTILE FABRIC 7.5' N 0 10 20 40 OUTLET MH SCALE IN FEET RE: 921.88 NEENAH R-1642 5'-8" HDPE 0 0.5 ,-IE 919.0 E 918.97 IE 917.35 5'-6" HDPE-1 00.5% EXISTING 12' RCP IE 917.38 IE 917.35 3.5' 1.5' SECTION A -A' NOT TO SCALE 0 FLEXIBLE BITUMINWS PAVEMENT AGGREGA® PAVEMENTS BASE (S11 D1 Q PAVEMENT SECTWN DETNLS) Q12• MINIMUM COVER TO BOTTOM OF FLEXIBLE PAVEMENT 4 Q SELECT qU 1 Al, 2 O PER AASHTD Y14a EQUAL. OR Al OR EFTS (CEO EWAL PLACED 87 LEFTS (COMPACTE) TO m 4'2' 90X STANDARD DENSITY PEA PERFORATE d Aas o 199). CwP TDE SIDES AR 1,6 OFF B Q UM POROUS SRXRE MEDIUM WITH GEOTEXIILE FABRIC T Qj QLANULAR BEDDING 40X VOIDS. EXTEND BEDDNNG S" ABOVE AND e• RI PWE INVERT Ii ANY DISCREPANCIES MANUFACNRER'S SECTION SHALL SUPERCEDE TYPICAL CMP ROCK BEDDING DETAIL l� ALLIANT ENBINEERINa 233 Park Ave S. Ste 300 M'mneapolls, MN 55415 6T2.758.3p8D MAIN 6IZ758.3099 FAX yV,WzI)M nt4m.corn Ir W h z W V U) U) uj z z WOE- m Vi Q z a La at to z �-. Y 96 W uj o z Q{j'tow U1 IL = z DO N H } zY I Q J X < Im w I - a U a. 0p L=i a I h-by certify that fhie plop, ap.clflcatlon, o report w prepared by m der n y dfn.f eMpeMWE- and unthat I a duly Licensed PROFESSIONAL ENGINEER under the Iowa of the Sfofe of MINNESOTA CLAM, � PE 7-18-15 40922 M. U.- N.. 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CONCEPTS 18,910 S.F. 180' 0" 18732 174'-u 5/8" FEED MY q STARVING BUILDING'B' _ CHILDREN 12,737 S.F. - 27 130'-0" -- ---� (� I I j I I I I 1 1 � 7)---- 30'BUILDING SETBACK `—FXISTING PROPERTY LINE 371'45/8" EXISTING PROPERTY LINE RETAINING WALL 3- BUILDING SETBACK -- ------ -------------- - --- - --- --- - s 50' UTILITY EASEMENT 5' UTILITY EASEMENT \h\\\ 67'-0" 49'-4 3/4" 68'-1 114" 135-6" 18674 18684 2: w PUKLICH INTERNATIONAL' BICYCLES HAIR GOODS CO. ' 0 o H 9,011 S.F. 21,000 S.F. - w' ¢Is: wu } I 91`•7 1/T' rn zR. o N i i ® i s 20 QI #18640 174'-8" VACANT I -- — 0 13,638 S.F. BUILDING'A' o rooEci:` --------- - -6 22 26 i 1 #18640 130'_0„ AIR LIQUIDS 2,050 S.F. 7 I7 MONUMENT SIGN i 30' BUILDING SETBACK s EAST LAKE DRIVE SW TECH '13 SITE PLAN SPI SCALL SEE GRAPHIC SCALE NORTH 10' BUIDING • pp `—EXISTING PROPERTY LINE GRAPHIC SCALE SW TECH 'Al 0 30 60 90 SITE SUMMARY - PHASE I LOT SIZE BUILDING'A' &'B' 927,828 SQ. FT. (21.3 ACRES) BUILDING SQ. FT. BUILDING'A' 64,068 SQ. FT, BUILDING'B' 64,188 SQ. FT. TOTAL: 128,256 SQ. FT. BUILDING COVERAGE 14% PARKING BUILDING'A' 158 STALLS BUILDING'B' 164 STALLS TOTAL: 322 STALLS RATIO 2.53 STALLS / 1,000 SF CHANHASSEN EAST BUSINESS CENTER PRASE I & II DRAWN BY: PAUL KEMPTON t3 Ift CSM 621395]EONRz612)39S]W2 T 18640 18760 LAKE DRIVE EAST ® DEVELOPING REALESTATE FOR PEOPLE, J 1 BUSINESS & COMMUNITIES 1 1 CHANHASSEN, MN 55317 OFF CF L..- 118' 9 3/B" LAKE DRIVE EAST 50' BUILDI SETBACK W-e" 1zr4" ' B ILDING 'JETB (j ('3 CK Q Z3IT Y _Z W ME a EXISTING PREMISES a M z 156,333 SF u- m z � J O O -� 0 O (I G Q O Q O 3 TY LIN Z Z � uJ < ' 0 W O W a CL SETBACK .5' DRAINAGE AND UTILITY EASEMENT I �llllllllllllllll 35' SANITARY EASEMENT II I I it EXISTING PROPERTY LINE SITE SUMMARY EXISTING LOT SIZE IMPERVIOUS SURFACE EXISTING BUILDING PREMISES POTENTIAL BUILDING EXPANSION #1 POTENTIAL BUILDING EXPANSION #2 TOTAL 849,495 SF (19.5 ACRES) 594,647 SF (70%) 156,333 SF 54,000 SF 46,000 SF 256,333 SF PARKING SUMMARY PROPOSED PARKING 875 STALLS (3.4 PER 1000 SF) SITE PLAN DATE: MAYI,2DiS CSM Urr om nA�w`15 Saph. 8u9e 20W THE BERNARD GROUP D�AKNaY: BESMIZ)9B6•Y000 Fn:161�9857002 CND BY: DEYRIAPQiD REAL 857A7E FOR PBOPLB, SOUTHWEST CORPORATE CENTERR—v Buames 19011 LAKE DRIVE EAST s a �e�otm�fi OWMASSEN, MN