Loading...
Chanhassen Bluffs_ CIVIL Development Submittal SetDDDDDDDDDSSDDDDDPPCOCOPPUUUPPUPPPUPUPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X BIT. TRAILBIT. TRAILBIT. TRAILBIT. TRAILBIT. TRAILBIT. TRAILBIT . TRA ILBIT. TRAILBIT. TRAILCONC.PEDBIT. TRAILBIT. TRAILBIT. TRAILDDDGRAVELPILEEDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 2025CONC. PED (TYP.)CONC. PED (TYP.)CONC. PEDFENCE:CHAIN LINKFENCE:CHAIN LINKFENCE:BARBED WIRESSSSSo ooooooooooooooooooooo10 FT DRAINAGE ANDUTILITY EASEMENT10 FT DRAINAGE ANDUTILITY EASEMENTBLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYMAX. WATERSHEDWETLAND BUFFER R80'MIN. WATERSHEDWETLAND BUFFER 20'MAX. WATERSHEDWETLAND BUFFER 80.0'AVG. WATERSHEDWETLAND BUFFER 40'WETLAND M09 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 13,078 S.F.PROVIDED BUFFER AREA = 14,269 S.F.WETLAND 4 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 19,421 S.F.PROVIDED BUFFER AREA = 19,421 S.F.20' CITY WETLANDBUFFER192023959820GCT TTCBGBCOMMUNITY ROOM118COMMUNITY ROOM119KITCHEN112BOH CIRC. / STOR. 115ELEV.116DANCE STUDIO /MULTI USE109DANCE STUDIO /MULTI USE108CONCESSIONS102ELEV.105INDOORPLAYGROUND127FAMILY RR131PARTY ROOM129PARTY ROOM128VESTIBULE100LEVEL 1CIRCULATION101ICE VIEWING BOX121RINK 1 VIEWINGDECK122ICE VIEWING BOX123RINK 1 VIEWINGDECK124RINK 2 VIEWINGDECK125ICE VIEWING BOX126FAMILY RR130JAN.113BOH CONCESSIONS103OFFICE104RINK 2077TECH / AV140WELCOME DESK101AELECTRICAL141Not EnclosedPLAZA114STORAGE106100A 100B 100C 102103 104 106113112A115A 115B112B 141140109108126125B125A124B124A121122A122B122C077123119B 133A 133B 127A129A129B128B127B178A178B 101 130119B118B119AWOMEN'S RR008007 008 MEN'S RR007UPTURF087COURTS086MECH.029STORAGE010VESTIBULE031HALLWAY025FITNESS013TENANT012ELEV.011CIRCULATION052PARTIALMAINTENANCEEQUIP.042MECH079ICE PLANT082STORAGE084ZAMBONI083SKATE RENTAL009BELEV.024WOM. RR003STAIR078UPLOCKER061LOCKER060JV070VARSITY068LOCKER059LOCKER058LOCKER057LOCKER056LOCKER055WET069VARSITY067WET066JV065PLAYER FLEX063LOCKER054REF053RINK 2077PLAYER FLEX041JV039WET038VARSITY037WET035JV034COACH033PLAYER FLEX032STORAGE044STOR046LOWER LEVELCIRCULATION001SKATE STORAGE009CPLAYER FLEX072THE HUB009ATRASH ANDRECYCLING030BJAN.024CRINK 1047SUMP011BMAIN ELEC.092TECH / AV091EMERGENCY ELEC. 090 ELEC029ATECH / AV029BSUMP024BTECH / AV / ELEC.009DCOACH040COACH064COACH043REF044VARSITY036HOCKEY EQUIP.051STAGE EQUIP.050STORAGE049BROOMS / MOPSMAINT.048STOR.076STOR.074C.R. 3018C.R. 7022C.R. 8023C.R. 5020C.R. 6021WOMEN'S014MEN'S015C.R. 2017C.R. 4019C.R. 1016STORAGE088C.R.10026CIRCULATION043MECH009ESTOR.009FOFFICE025EOFFICE025DOFFICE025BOFFICE025ASTOR.025CMEN'S RR004C.R.005C.R.006SENSORY ROOM00730212236PROPOSED BUILDINGREFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUTSOUTH PARKING(21 STALLS)NORTH PARKING(383 STALLS)NORTHEAST PARKING(97 STALLS)45531818.67' 26.00'40.00'26.00' 18.00' 36.00'26.00'36.00'26.00'18.00'44.00'26.00'18.0018.006.00'26.00' 38.00'26.00'8' WALK8' WALK8' WALK8' WALK30.67'26.20'26.00'8' WALK9.00'9.00'18.00' 10.67' 16.67'23.00'19.00'20.0012.00'© 2025 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBER2612.03ISSUE #DATEDESCRIPTIONCERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comGArchitectureInterior DesignLandscape ArchitectureEngineeringBKVROUPI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Date_____________ Reg. No.__________Signed:XXX_______________________________________________XXXPROJECT TITLE:CHANHASSENBLUFFSCOMMUNITYCENTER01/16/20263300 FERNBROOK LANE NORTH, SUITE 300PLYMOUTH, MN 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comWJDMET12/18/2025DD SET1TJWFEETSCALE0HORZ.4080RC1.01FINISHING PLANDREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED CONCRETE WALKPROPOSED CONCRETE SLABPROPOSED MEDIUM DUTY ASPHALT PAVEMENTPROPOSED HEAVY DUTY ASPHALT PAVEMENTPROPOSED RETAINING WALLPROPOSED CHAIN LINK FENCINGPROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIPFENCING KEY NOTEPROPOSED TRAFFIC SIGNSIGNAGE KEY NOTEPROPOSED BOLLARDPROPOSED ACCESSIBLE SYMBOLPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED POST INDICATOR VALVE (PIV)PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANSPROPOSED BUILDING STOOP - REFER TO ARCHITECTURALPLANSPROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINELEGENDAXXB1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3.TRAFFIC SIGNS SHALL BE INSTALLED 18'' BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT.4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BEPAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED ORSEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH AREDISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1.5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR ACONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS.JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINTBETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACETO BE FLUSH WITH EXISTING TURFGRASS SURFACE.6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TOTHE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT.NOTESPROPOSED PARKING COUNTS501 TOTAL STALLSSITE STATISTICSISSUE # DATE DESCRIPTION1/16/2026DEVELOPMENT REVIEW DDDDDDDDDSSDDDDDl l l l l l l l l l l l l l l l l l l l l l l l l l 892.5905.8896.0906.3907.6906.6907.6908.4879.690 5 . 1 889.2907.0908.4907.3908.2908.9873.2876.1886.9882.6874.4876.9883.6896.5907.2907.8906.6905.4905.8906.1906.9897.2907.3907.8906.8905.7906.1906.1906.8897.5907.4907.7906.9905.9906.4906.3907.2897.9907.3907.7907.0906.3906.5906.7907.6898.4907.3907.7906.9906.3906.3906.8907.9899.1907.3907.7906.7906.3906.0906.7907.9899.3907.2907.7906.5906.3905.9906.6908.0899.7907.1907.6906.3906.4905.7906.6908.0900.0906.9907.5906.2906.2905.6906.7908.0900.0906.7907.1906.1906.6906.1906.9908.0871.9882.5874.5872.0883.6875.3872.4884.2875.3872.0884.7875.8872.0885.8875.8871.8886.6876.2872.1886.9877.0872.9886.8877.8870.8874.1886.9878.9872.3875.5887.3880.6880.7877.6879.1880.3890.6906.9908.9905.5888.3906.7908.5904.4888.6907.4906.2884.2886.0885.9885.5905.8892.9904.9906.6887.8900.2899.0900.3904.0904.9906.8892.2907.0906.2906.6903.4905.4905.0906.6894.1907.3907.9906.3903.7905.5905.1906.7894.7906.9907.8906.1904.2905.1905.2906.8895.6907.0907.8906.1904.6905.2905.4906.7895.9907.1907.8906.3905.2905.5905.9906.7878.8878.7878.1875.0879.3875.8873.0878.4874.7871.9878.5873.8871.3878.4873.0870.9878.1873.2870.8878.8873.0870.6880.1872.5870.3880.9873.1870.7881.7873.8883.6884.6882.8887.3889.4889.3899.3883.0887.2885.8889.4899.3893.5899.1900.9886.3889.3884.4880.8882.4907.6899.5904.4907.7904.3904.0904.2903.0904.0902.5907.8908.5909.0911.1911.6907.9908.5910.1908.9911.1911.4908.1908.7909.5908.8912.6912.9912.2908.4908.9911.3908.5913.391 2 . 8912.9909.1908.1910.9908.3913.6918.1914.1908.6907.1910.5909.3913.69 1 2 . 3912.6908.4900.2898.1897.8907.1912.1912.7908.3899.4910.6909.5908.0899.7910.0900.7908.0899.790 9 . 0911.0913.4912.5912.6916.3916.2908.0909.1912.8909.3915.9915.7907.9908.8912.9911.0915.4915.3908.3910.2912.7911.7914.9914.8908.5910.4912.7911.8914.4914.3908.4910.1912.8911.4913.9913.9908.3909.9912.5 911.3913.4913.1908.2909.5912.3910.8913.0912.8907.9909.2911.691 0 . 1 912.5912.4907.8908.9910.4911.9911.0913.2916.9916.4916.9917.2911.4913.2913.2916.6916.7STRM (INV)ELEV=879.17UPUSTRM (INV)ELEV=874.08PPPCOCOPPSTRM (INV)ELEV=875.06USTRM (INV)ELEV=875.08USTRM (INV)ELEV=875.81STRM (INV)ELEV=875.75USTRM (INV)ELEV=875.69PPUSTRM (INV)ELEV=875.62PPSTRM (INV)ELEV=888.25PSTRM (INV)ELEV=907.94UPPUSTRM (INV)ELEV=897.07PUSTRM (INV)ELEV=898.43PXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X EEEEEEEEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllll llll lllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllBIT. TRAILBIT. TRAILBIT. TRAILBIT. TRAILBIT. TRAILBIT . TRA ILBIT. TRAILCONC.PEDBIT. TRAILBIT. TRAILBIT. TRAIL15" RCP12" RCP18" RCP 18" RCP18" RCP15" RCP24" RCP 15" RCP18" RCP FEST / 18 RCPELEV=874.18R=907.28S (24INCH RCP)W (21inch RCP)E (15INCH RCP)INV:INV:INV:INV:INV:INV:CBR=908.61E (21INCH RCP)W (18inch RCP)N (15INCH RCP)899.91899.86INV:INV:904.41INV:INV:INV:INV:CBR=911.76E (18INCH RCP)W (18inch RCP)N (15INCH RCP)W (4inch PVC)901.54901.51INV:INV:906.06INV:907.96INV:INV:INV:N (4inch PVC)908.01906.31INV:INV:INV:INV:INV:INV:CBR=910.77S (15INCH RCP)E (12inch RCP)NW (4INCH PVC)905.84905.82INV:INV:907.67INV:INV:INV:INV:CBR=910.63E (18INCH RCP)W (18inch RCP)905.26905.18INV:INV:INV:INV:INV:INV:CBR=910.64E (18INCH RCP)W (15inch RCP)N (15INCH RCP)SW (4inch PVC)905.34905.26INV:INV:905.34INV:907.14INV:INV:INV:FEST 24" RCPELEV=875.08FEST 15" RCPELEV=875.03FEST 24" RCPELEV=875.89FEST 15" RCPELEV=875.86FEST 18" RCPELEV=875.66FEST 15" RCPELEV=875.68FEST 18" RCP GBBT1 EELEV=907.96CBR=904.79NE (18INCH RCP)900.41INV:INV:INV:INV:INV:INV:CBR=913.37S (15INCH RCP)NW (4inch PVC)909.12908.22INV:INV:INV:INV:INV:INV:CBR=915.34S (15INCH RCP)NW (PVC)911.54910.04INV:INV:INV:INV:INV:INV:CBR=917.25E (15INCH RCP)N (15inch RCP)911.25911.25INV:INV:INV:INV:INV:INV:CBR=915.41E (15INCH RCP)W (15inch RCP)N (15INCH RCP)SW (4inch PVC)909.55909.53INV:INV:909.55INV:911.41INV:INV:INV:CBR=913.52E (15INCH RCP)W (15inch RCP)N (15INCH RCP)SW (4inch PVC)907.73907.72INV:INV:907.74INV:910.52INV:INV:INV:DMH STRMR=903.62S (12INCH RCP)NW (8inch PVC)INV:INV:INV:INV:INV:INV:DMH STRMR=904.33S (30INCH RCP)N (24inch RCP)INV:INV:INV:INV:INV:INV:FEST 30" RCPELEV=898.37DMH STRMR=907.74E (18INCH RCP)N (12inch RCP)SW (18INCH RCP)893.97893.51INV:INV:INV:INV:INV:INV:DMH STRMR=884.13NE (6INCH PVC)S (18inch RCP)874.28878.33INV:INV:INV:INV:INV:INV:DMH STRMR=893.03SW (18INCH RCP)NE (18inch RCP)887.53875.93INV:INV:INV:INV:INV:INV:DMH STRMR=886.88SE (15INCH RCP)NW (15inch RCP)883.23875.77INV:INV:INV:INV:INV:INV:DMH STRMR=903.43SW (18INCH RCP)888.58INV:INV:INV:INV:INV:INV:DMH STRMR=892.62SE (15INCH RCP)W (12inch RCP)N (4INCH PVC)887.62885.14INV:INV:885.12INV:INV:INV:INV:D909.71910.17E-DE-DE-DE-DE-DE-DE-DE-DE-D E- DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D E - D E - D E-DE-DE-DE-DE-DE-DE-DE-DlllE-DE- D E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE -D E -DGRAVELPILEEDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 202518" RCP8" PVCCONC. PED (TYP.)CONC. PED (TYP.)CONC. PED15" RCP15" RCP15" RCP12" RCP15" RCP18" RCP18" RCP18" RCP6" PVC8" PVC15" RCP15" RCP>>RIP-RAPRIP-RAPDRAIN TILE(TYP.)>>FENCE:CHAIN LINKFENCE:CHAIN LINKFENCE:BARBED WIRESSMH SSWRR=911.82W (8INCH PVC)E (8inch PVC)902.18902.18INV:INV:INV:INV:INV:INV:SMH SSWRR=913.43W (8INCH PVC)E (8inch PVC)S (8INCH PVC)N (8inch PVC)900.87900.82INV:INV:900.92INV:900.97INV:INV:INV:SMH SSWRR=913.69N (8")W (8")899.51899.51INV:INV:INV:INV:INV:INV:SMH SSWRR=917.31W (10INCH PVC)S (8inch PVC)E (8INCH PVC)898.70898.70INV:INV:898.75INV:INV:INV:INV:12" PVC12" PVC12" PVC15" RCP8" PVCEDGE OFDELINEATEDWETLANDSTC=917.69TC=916.80TC=916.24TC=915.72TC=915.22TC=914.74TC=914.23TC=913.77TC= 9 1 3 . 6 9 TC = 9 1 3 . 0 0TC=913.42TC=912.66TC=911.76TC=911.35 TC=911.49TC=912.15TC=912.88TC=912.16TC=916.94TC=916.27TC=915.76TC=915.28TC=914.80TC=913.83TC=912.66TC=912.96TC=913.53TC=911.90TC=911.70TC=912.96TC=913.26TC = 9 1 3 . 2 3 TC=912.48TC=911.48 TC=91 0 . 0 0TC=916.04TC=916.95 TC=916.89TC=916.71 8 7 0 871871872873874875880885888 893890885 8808808858808808778788798788768778808858908959009059079069058758808808798788818828838848808828828858808858959009059079079059008958908858848838828828838808758718 7 1 875880885890895900905880885890895900905898 904 900905900898909909908907906906907907906905904905906907909910911906907908909909908907905 900 898 910 905910 9 1 3913 9009059 1 0 91 0911913915913 91 29129 1 2913 914915916917917890877880885890 900905885880876877906907908909910911 912913914895890889916 9159169149129 1 2 o o oooooooooooooooooooooo10 FT DRAINAGE ANDUTILITY EASEMENT10 FT DRAINAGE ANDUTILITY EASEMENTBLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYMAX. WATERSHEDWETLAND BUFFER R80'MIN. WATERSHEDWETLAND BUFFER 20'MAX. WATERSHEDWETLAND BUFFER 80'MAX. WATERSHEDWETLAND BUFFER 80.0'AVG. WATERSHEDWETLAND BUFFER 40'WETLAND M09 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 13,078 S.F.PROVIDED BUFFER AREA = 14,269 S.F.WETLAND 4 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 19,421 S.F.PROVIDED BUFFER AREA = 19,421 S.F.30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFERWETLAND BOUNDARYGCT TTCBGBPROPOSED BUILDINGFFE UPPER LEVEL = 916.0FFE LOWER LEVEL = 898.0SOUTH PARKING(21 STALLS)NORTH PARKING(383 STALLS)NORTHEAST PARKING(97 STALLS)16.016.012.998.098.016.097.597.2870871 875880885890895900905880 885890895900905910913913910905900883897896 8978978978 9 5 8 9 0 88588488388489590090090591091 5 9 1 5 914913912911912913913914912911910909908907906870875880884884880884884880875875876915910905900910 9 0 5 © 2025 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBER2612.03ISSUE #DATEDESCRIPTIONCERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comGArchitectureInterior DesignLandscape ArchitectureEngineeringBKVROUPI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Date_____________ Reg. No.__________Signed:XXX_______________________________________________XXXPROJECT TITLE:CHANHASSENBLUFFSCOMMUNITYCENTER01/16/20263300 FERNBROOK LANE NORTH, SUITE 300PLYMOUTH, MN 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comWJDMET12/18/2025DD SET1TJWFEETSCALE0HORZ.4080RC3.01GRADING ANDDRAINAGE PLAN1.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2.THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTIONSTAKING / LAYOUT.3.OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMITFROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY.4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTIONZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUSTBE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES.5.INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.6.INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OFMATERIALS TO BE HANDLED.7.REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.8.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.9.REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT.10.REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, SHEET XXX,FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE RESPONSIBLE FOR FULLIMPLEMENTATION OF THE SWPPP.11.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION ASA RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.12.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.13.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.14.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURFAND VEGETATION) WHICH ARE TO REMAIN.15.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESSOTHERWISE NOTED.16.PROPOSED ELEVATIONS SHOWN TYPICALLY AS 10.1 OR 10 SHALL BE UNDERSTOOD TO MEAN910.1 OR 910.17.SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES,UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDINGPERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITHLABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS.18.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. SUBMIT THE QUANTITY OFMATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THE ENGINEERA MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKING ADJUSTMENTS. ALL GRADEADJUSTMENTS MUST BE APPROVED BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILLBE ALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOTLIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTUREADJUSTMENTS, CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.19.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISENOTED.20.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BEPAVED SHALL RECEIVE AT LEAST 6” OF TOPSOIL. REFER TO LANDSCAPING PLANS FOR SOD ANDSEED LOCATIONS.21.ALL WATERMAIN SHALL BE AWWA C900, CAST IRON OD, DR 18, PVC PIPE INSTALLED INACCORDANCE WITH ASTM D2321. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOPOF PIPE TO FINISH GRADE).22.ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISENOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.23.ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS.24.ALL STORM SEWER PIPE SHALL BE RCP CLASS III (MIN.) WITH FLEXIBLE WATERTIGHT JOINTS INACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED INACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.25.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS.26.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALLPIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b.ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.32.INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN,STORM SEWER, SANITARY SEWER, DRAIN TILE, OR OTHER POTENTIAL SOURCE FORCONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROMTHE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTEREDGE OF STRUCTURES OR SIMILAR).33.INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE, AND OTHERPOTENTIAL SOURCES OF CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THEOUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTEREDGE OF STRUCTURES OR SIMILAR).34.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. BEFORE BEGINNING CONSTRUCTION.35.PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARYSEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES,LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION ANDCONNECTIONS WITH MECHANICAL CONTRACTOR.36.STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCHBASINS, AND MANHOLES. ADJUST GATE VALVE AND MANHOLE LOCATIONS TO AVOIDPLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. STAKE CURB ANDGUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITHCURB AND GUTTER.GENERAL NOTESSB-1TP X95554.6955X.XXDREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME= MATCH EXISTINGEOF= EMERGENCY OVERFLOWTC= TOP OF CURBTW= FINISH GRADE AT HIGH SIDE OF WALLBW= FINISH GRADE AT LOW SIDE OF WALLPROPOSED GRADING LIMITSPROPOSED SAND SUBBASE AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORING / TEST PIT LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED RISER INLET (RI)PROPOSED SURGE BASIN (SB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROPOSED POST INDICATOR VALVE (PIV)PROPOSED STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINELEGENDXXISSUE # DATE DESCRIPTION1/16/2026DEVELOPMENT REVIEW IIIIIIIIIII I I >>>>D>>>>>>D>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>DIIII >>>>DDS>>>>>>>>>>>>>>>>>>>SIIIIIIIII I >>D>>>>>>>>D>>>>>>D>>>>>>>>>>D>>>>>>>>DII IIl l l l l l l l l l l l l l l l l l l l l l l l l l STRM (INV)ELEV=879.17UPUSTRM (INV)ELEV=874.08PPPCOCOPPSTRM (INV)ELEV=875.06USTRM (INV)ELEV=875.08USTRM (INV)ELEV=875.81STRM (INV)ELEV=875.75USTRM (INV)ELEV=875.69PPUSTRM (INV)ELEV=875.62PPSTRM (INV)ELEV=888.25PSTRM (INV)ELEV=907.94UPPUSTRM (INV)ELEV=897.07PUSTRM (INV)ELEV=898.43PXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X EEEEEEEEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllll llll lllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllBIT. TRAILBIT. TRAILBIT. TRAILBIT. TRAILBIT. TRAILBIT . TRA ILBIT. TRAILCONC.PEDBIT. TRAILBIT. TRAILBIT. TRAIL15" RCP12" RCP18" RCP 18" RCP18" RCP15" RCP24" RCP 15" RCP18" RCP FEST / 18 RCPELEV=874.18R=907.28S (24INCH RCP)W (21inch RCP)E (15INCH RCP)INV:INV:INV:INV:INV:INV:CBR=908.61E (21INCH RCP)W (18inch RCP)N (15INCH RCP)899.91899.86INV:INV:904.41INV:INV:INV:INV:CBR=911.76E (18INCH RCP)W (18inch RCP)N (15INCH RCP)W (4inch PVC)901.54901.51INV:INV:906.06INV:907.96INV:INV:INV:N (4inch PVC)908.01906.31INV:INV:INV:INV:INV:INV:CBR=910.77S (15INCH RCP)E (12inch RCP)NW (4INCH PVC)905.84905.82INV:INV:907.67INV:INV:INV:INV:CBR=910.63E (18INCH RCP)W (18inch RCP)905.26905.18INV:INV:INV:INV:INV:INV:CBR=910.64E (18INCH RCP)W (15inch RCP)N (15INCH RCP)SW (4inch PVC)905.34905.26INV:INV:905.34INV:907.14INV:INV:INV:FEST 24" RCPELEV=875.08FEST 15" RCPELEV=875.03FEST 24" RCPELEV=875.89FEST 15" RCPELEV=875.86FEST 18" RCPELEV=875.66FEST 15" RCPELEV=875.68FEST 18" RCP GBBT1 EELEV=907.96CBR=904.79NE (18INCH RCP)900.41INV:INV:INV:INV:INV:INV:CBR=913.37S (15INCH RCP)NW (4inch PVC)909.12908.22INV:INV:INV:INV:INV:INV:CBR=915.34S (15INCH RCP)NW (PVC)911.54910.04INV:INV:INV:INV:INV:INV:CBR=917.25E (15INCH RCP)N (15inch RCP)911.25911.25INV:INV:INV:INV:INV:INV:CBR=915.41E (15INCH RCP)W (15inch RCP)N (15INCH RCP)SW (4inch PVC)909.55909.53INV:INV:909.55INV:911.41INV:INV:INV:CBR=913.52E (15INCH RCP)W (15inch RCP)N (15INCH RCP)SW (4inch PVC)907.73907.72INV:INV:907.74INV:910.52INV:INV:INV:DMH STRMR=903.62S (12INCH RCP)NW (8inch PVC)INV:INV:INV:INV:INV:INV:DMH STRMR=904.33S (30INCH RCP)N (24inch RCP)INV:INV:INV:INV:INV:INV:FEST 30" RCPELEV=898.37DMH STRMR=907.74E (18INCH RCP)N (12inch RCP)SW (18INCH RCP)893.97893.51INV:INV:INV:INV:INV:INV:DMH STRMR=884.13NE (6INCH PVC)S (18inch RCP)874.28878.33INV:INV:INV:INV:INV:INV:DMH STRMR=893.03SW (18INCH RCP)NE (18inch RCP)887.53875.93INV:INV:INV:INV:INV:INV:DMH STRMR=886.88SE (15INCH RCP)NW (15inch RCP)883.23875.77INV:INV:INV:INV:INV:INV:DMH STRMR=903.43SW (18INCH RCP)888.58INV:INV:INV:INV:INV:INV:DMH STRMR=892.62SE (15INCH RCP)W (12inch RCP)N (4INCH PVC)887.62885.14INV:INV:885.12INV:INV:INV:INV:D909.71910.17E-DE-DE-DE-DE-DE-DE-DE-DE-D E- DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D E - D E - D E-DE-DE-DE-DE-DE-DE-DE-DlllE-DE- D E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE -D E -DGRAVELPILEEDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 2025EDGE OF WATERMARCH, 202518" RCP8" PVCCONC. PED (TYP.)CONC. PED (TYP.)CONC. PED15" RCP15" RCP15" RCP12" RCP15" RCP18" RCP18" RCP18" RCP6" PVC8" PVC15" RCP15" RCP>>RIP-RAPRIP-RAPDRAIN TILE(TYP.)>>FENCE:CHAIN LINKFENCE:CHAIN LINKFENCE:BARBED WIRESSMH SSWRR=911.82W (8INCH PVC)E (8inch PVC)902.18902.18INV:INV:INV:INV:INV:INV:SMH SSWRR=913.43W (8INCH PVC)E (8inch PVC)S (8INCH PVC)N (8inch PVC)900.87900.82INV:INV:900.92INV:900.97INV:INV:INV:SMH SSWRR=913.69N (8")W (8")899.51899.51INV:INV:INV:INV:INV:INV:SMH SSWRR=917.31W (10INCH PVC)S (8inch PVC)E (8INCH PVC)898.70898.70INV:INV:898.75INV:INV:INV:INV:12" PVC12" PVC12" PVC15" RCP8" PVCEDGE OFDELINEATEDWETLANDSTC=917.69TC=916.80TC=916.24TC=915.72TC=915.22TC=914.74TC=914.23TC=913.77TC= 9 1 3 . 6 9 TC = 9 1 3 . 0 0TC=913.42TC=912.66TC=911.76TC=911.35 TC=911.49TC=912.15TC=912.88TC=912.16TC=916.94TC=916.27TC=915.76TC=915.28TC=914.80TC=913.83TC=912.66TC=912.96TC=913.53TC=911.90TC=911.70TC=912.96TC=913.26TC = 9 1 3 . 2 3 TC=912.48TC=911.48 TC=91 0 . 0 0TC=916.04TC=916.95 TC=916.89TC=916.71 8 7 0 871871872873874875880885888 893890885 8808808858808808778788798788768778808858908959009059079069058758808808798788818828838848808828828858808858959009059079079059008958908858848838828828838808758718 7 1 875880885890895900905880885890895900905898 904 900905900898909909908907906906907907906905904905906907909910911906907908909909908907905 900 898 910 905910 9 1 3913 9009059 1 0 91 0911913915913 91 29129 1 2913 914915916917917890877880885890 900905885880876877906907908909910911 912913914895890889916 9159169149129 1 2L=318.89R=2355.00Δ=7°45'30"N 89°39'33" W 340.14L=255.82R=1136.00Δ=12°54'09"L=56.29R=94.00Δ=34°18'40"L=37.04R=66.00Δ=32°09'21"S 79°35'37" W56.91L=50.71R=66.00Δ=44°01'18"L=43.76R=94.00Δ=26°40'33"L=327.90R=952.77Δ=19°43'07"S 88°03'46" E 1149.34S 07°45'55" E14.59S 59°55'53" E89.02S 15°04'06" E109.18S 05°33'21" E85.52S 39°22'33" E89.21o o oooooooooooooooooooooo10 FT DRAINAGE ANDUTILITY EASEMENT10 FT DRAINAGE ANDUTILITY EASEMENTBLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYMAX. WATERSHEDWETLAND BUFFER R80'MIN. WATERSHEDWETLAND BUFFER 20'MAX. WATERSHEDWETLAND BUFFER 80'MAX. WATERSHEDWETLAND BUFFER 80.0'AVG. WATERSHEDWETLAND BUFFER 40'WETLAND M09 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 13,078 S.F.PROVIDED BUFFER AREA = 14,269 S.F.WETLAND 4 WATERSHED BUFFER:REQUIRED BUFFER AREA AT 40' AVG. = 19,421 S.F.PROVIDED BUFFER AREA = 19,421 S.F.30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFERWETLAND BOUNDARYGCT TTCBGBPROPOSED BUILDINGFFE UPPER LEVEL = 916.0FFE LOWER LEVEL = 898.0SOUTH PARKING(21 STALLS)NORTH PARKING(383 STALLS)NORTHEAST PARKING(97 STALLS)16.016.012.998.098.016.097.597.2870871 875880885890895900905880 885890895900905910913913910905900883897896 8978978978 9 5 8 9 0 88588488388489590090090591091 5 9 1 5 914913912911912913913914912911910909908907906870875880884884880884884880875875876915910905900910 9 0 5 HYDRANT AND 8" GVHYDRANTAND 8" GVHYDRANT AND 8" GVHYDRANTAND 8" GVCONNECT TO EXISTING WATERMAIN8" WMCONNECT TO EXISTING WATERMAIN8" WM8" WM8" WM8" WMSTRUC - (109)RIM: 1809.35INV: 1808.33 12" S60" DIA StandardSTRUC - (113)RIM: 1807.20INV: 1805.67 12" S60" DIA StandardSTRUC - (111)RIM: 1806.86INV: 1805.58 12" S60" DIA StandardSTRUC - (107)RIM: 915.91INV: 911.80 12" E60" DIA StandardSTRUC - (134)RIM: 915.35INV: 911.50 12" WINV: 910.59 12" N48" DIA StandardSTRUC - (105)RIM: 915.2260" DIA StandardSTRUC - (174)RIM: 914.69INV: 903.60 18" EINV: 907.53 12" NINV: 903.60 21" W60" DIA StandardSTRUC - (135)RIM: 913.37INV: 904.02 12" SEINV: 908.11 12" SINV: 907.20 15" NINV: 903.69 18" W48" DIA StandardSTRUC - (127)RIM: 912.90INV: 903.47 21" EINV: 906.15 12" NINV: 906.48 12" SINV: 902.95 21" W48" DIA StandardSTRUC - (149)RIM: 912.02INV: 908.85 12" S48" DIA StandardSTRUC - (123)RIM: 911.81INV: 907.98 12" S48" DIA StandardSTRUC - (144)RIM: 911.80INV: 907.83 12" NWINV: 907.83 12" S48" DIA StandardSTRUC - (146)RIM: 911.63INV: 907.61 12" EINV: 907.76 12" NINV: 907.61 15" S48" DIA StandardSTRUC - (150)RIM: 911.14INV: 907.77 12" NINV: 907.97 15" S48" DIA StandardSTRUC - (147)RIM: 911.03INV: 907.86 12" S48" DIA StandardSTRUC - (121)RIM: 911.01INV: 908.63 12" SE48" DIA StandardSTRUC - (145)RIM: 910.91INV: 907.75 12" W48" DIA StandardSTRUC - (133)RIM: 910.32INV: 906.35 12" S48" DIA StandardSTRUC - (171)RIM: 909.79INV: 908.41 12" NINV: 905.50 30" EINV: 908.41 30" S???" DIA ???STRUC - (141)RIM: 909.12INV: 902.33 24" EINV: 905.57 27" W48" DIA StandardSTRUC - (172)RIM: 908.99INV: 902.62 21" EINV: 907.74 15" NINV: 902.62 24" W???" DIA ???STRUC - (173)RIM: 908.79INV: 905.55 27" EINV: 905.54 12" NINV: 905.55 30" W60" DIA StandardSTRUC - (143)RIM: 908.74INV: 905.57 12" S48" DIA StandardSTRUC - (128)RIM: 906.17INV: 904.14 12" NW48" DIA StandardSTRUC - (124)RIM: 905.33INV: 908.30 30" NINV: 904.17 36" S48" DIA StandardSTRUC - (169)RIM: 905.31INV: 904.06 36" N???" DIA ???STRUC - (175)RIM: 905.28INV: 904.11 36" NINV: 904.11 36" S60" DIA StandardSTRUC - (84)RIM: 896.82INV: 878.20 48" EINV: 1805.10 12" NINV: 891.94 12" SINV: 878.20 48" W60" DIA StandardSTRUC - (86)RIM: 896.81INV: 877.20 48" EINV: 892.04 12" NINV: 876.80 54" W60" DIA StandardSTRUC - (159)RIM: 896.59INV: 877.80 48" EINV: 892.00 12" SINV: 877.80 48" W60" DIA StandardSTRUC - (117)RIM: 896.58INV: 878.81 48" EINV: 1807.85 12" NINV: 891.54 12" SINV: 878.81 48" W48" DIA StandardSTRUC - (148)RIM: 896.53INV: 877.51 48" EINV: 891.24 12" SINV: 1805.19 12" NINV: 877.51 48" W60" DIA StandardSTRUC - (91)RIM: 896.05INV: 892.00 12" N48" DIA StandardSTRUC - (92)RIM: 896.01INV: 891.77 12" N48" DIA StandardSTRUC - (90)RIM: 895.92INV: 892.13 12" N48" DIA StandardSTRUC - (89)RIM: 895.90INV: 891.46 12" N48" DIA StandardSTRUC - (140)RIM: 895.39INV: 892.12 12" S48" DIA StandardSTRUC - (152)RIM: 894.22INV: 879.04 42" EINV: 889.96 12" NINV: 879.04 48" W60" DIA StandardSTRUC - (151)RIM: 893.23INV: 890.03 12" S48" DIA StandardSTRUC - (83)RIM: 893.21INV: 879.10 42" EINV: 879.10 42" W60" DIA StandardOCS-1RIM: 882.37INV: 877.00 18" S48" DIA StandardSTRUC - (160)RIM: 881.48INV: 876.70 54" EINV: 870.59 54" N60" DIA StandardSTRUC - (82)RIM: 880.55INV: 879.30 42" W???" DIA ???STRUC - (87)RIM: 873.09INV: 869.68 54" S???" DIA ???STRUC - (137)RIM: 2.08INV: 876.00 18" N???" DIA ???97' - 42" RCP @ 0.21%35' - 42" RCP@ 0.17%147' - 48" RCP @ 0.27%83' - 54" RCP @ 0.12%30' - 12" SCH 40 PVC @ 0.73%29' - 12" SCH 40 PVC @ 0.47% 30' - 12" SCH 40 PVC @ 0.19% 29' - 12" SCH 40 PVC @ 0.77% 70' - 12" SCH 40 PVC @ 0.14% 20' - 12" SCH 40 PVC @ 2.37% 20' - 12" SCH 40 PVC @ 2.37% 20' - 12" SCH 40 PVC @ 2.40%92' - 48" RCP @ 0.66%168' - 12" RCP @ 0.07%55' - 36" RCP @ 0.10% 198' - 12" RCP @ 0.10%171' - 21" RCP @ 0.19%35' - 12" RCP@ 0 .86%144' - 18" RCP @ 0.06%132' - 12" SCH 40 PVC @ 1.88%39' - 18" RCP @ 2.58%75' - 12" RCP @ 0.11%28' - 27"RCP @0.07%49' - 12" RCP @1.63%60' - 12" RCP @ 0.22%146' - 1 5 " R C P @ 0 . 2 8 % 45' - 12" RCP @ 0.22%134' - 48" RCP @ 0.23%198' - 12" RCP @ 0.22%94' - 12" RCP @ 0.22%192' - 48" RCP @ 0.12%32' - 12" RCP @ 0.23%106' - 48" RCP @ 0.27%31' - 54"RCP @3.00%61' - 30" RCP @ 0.19%152' - 24" SCH 40 PVC @ 0.19%112' - 15" RCP @ 0.21%61' - 30" RCP @ 0.07%13' - 12" RCP @ 0.22%206' - 21" RCP @ 0.06%137' - 12" RCP @ 0.22% 58' - 36" RCP @ 0.10%CONNECT TO EXISTING SANITARY SEWER @ INV. = 901.2022' - 8" @ 0.40%MH 1RIM = 912.7INV. = 901.2948" IDR-1642365' - 8" @ 0.40%MH 2RIM = 912.1INV. = 902.7548" IDR-1642256' - 8" @ 0.40%PROVIDE 8" STUB @ INV. = 903.77PROVIDE 8" STUB8" WMLIFT STATIONSANITARY SEWER FORCEMAINSANITARY SEWER CLEANOUT© 2025 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBER2612.03ISSUE #DATEDESCRIPTIONCERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comGArchitectureInterior DesignLandscape ArchitectureEngineeringBKVROUPI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Date_____________ Reg. No.__________Signed:XXX_______________________________________________XXXPROJECT TITLE:CHANHASSENBLUFFSCOMMUNITYCENTER01/16/20263300 FERNBROOK LANE NORTH, SUITE 300PLYMOUTH, MN 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comWJDMET12/18/2025DD SET1TJWFEETSCALE0HORZ.4080RC4.01UTILITY PLAN1.REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES.2.ALL WATERMAIN SHALL BE AWWA C900, CAST IRON OD, DR 18, PVC PIPE INSTALLED INACCORDANCE WITH ASTM D2321. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOPOF PIPE TO FINISH GRADE).3.ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISENOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.4.ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS.5.ALL STORM SEWER PIPE SHALL BE RCP CLASS III (MIN.) WITH FLEXIBLE WATERTIGHT JOINTS INACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED INACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.6.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS.7.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALLPIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b.ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.10.INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN,STORM SEWER, SANITARY SEWER, DRAIN TILE, OR OTHER POTENTIAL SOURCE FORCONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROMTHE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTEREDGE OF STRUCTURES OR SIMILAR).11.INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE, AND OTHERPOTENTIAL SOURCES OF CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THEOUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTEREDGE OF STRUCTURES OR SIMILAR).12.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION.13.PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARYSEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES,LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION ANDCONNECTIONS WITH MECHANICAL CONTRACTOR.14.STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCHBASINS, AND MANHOLES. ADJUST GATE VALVE AND MANHOLE LOCATIONS TO AVOIDPLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. STAKE CURB ANDGUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITHCURB AND GUTTERNOTES95512354.6955X.XXDREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME= MATCH EXISTINGEOF= EMERGENCY OVERFLOWTC= TOP OF CURBTW= FINISH GRADE AT HIGH SIDE OF WALLBW= FINISH GRADE AT LOW SIDE OF WALLPROPOSED GRADING LIMITSPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATERMAINPROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD)PROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING -PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TOACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ONCROSSING.CONNECT DRAIN TILE TO STRUCTURE AND PROVIDEBACKWATER VALVECENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN ATCROSSINGPROPOSED BUILDING STOOP - REFER TO ARCHITECTURALPLANSPROPERTY LINEI>>>>l ll l>>>>LEGENDXXISSUE # DATE DESCRIPTION1/16/2026DEVELOPMENT REVIEW © 2025 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBER2612.03ISSUE #DATEDESCRIPTIONCERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comGArchitectureInterior DesignLandscape ArchitectureEngineeringBKVROUPI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Date_____________ Reg. No.__________Signed:XXX_______________________________________________XXXPROJECT TITLE:CHANHASSENBLUFFSCOMMUNITYCENTER01/16/20263300 FERNBROOK LANE NORTH, SUITE 300PLYMOUTH, MN 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comWJDMET12/18/2025DD SET1TJWC5.01DETAILSFLOW2' O.C.MAX.FLOWFLOWSTAKE DETAILINSTALLATION DETAILDET#SHT#SEDIMENT CONTROL LOGNOT TO SCALESEDIMENT CONTROL LOGSTAKE TO BE PLACED AT TOEOF SLOPE, BOTH SIDESWOOD STAKE DRIVENAT 45°ANGLEBOTTOM OF SWALEWOOD STAKE TOPENETRATE NETTINGMATERIAL ONLYSEDIMENT CONTROL LOGPLACE LOG IN ASHALLOW TRENCH6"6"12"6"2453B13ANOTES:1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTILIZER, AND SEED.2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITHAPPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH.ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOMOF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTEDSOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL.SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY12" APART ACROSS THE WIDTH OF THE BLANKET.3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS SHALL UNROLLWITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENEDTO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLEPATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACEDTHROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDINGON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPINGBLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THEPREVIOUSLY INSTALLED BLANKET.5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE)WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"APART ACROSS ENTIRE BLANKET WIDTH.6. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION.NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATERTHAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.6"DET#SHT#EROSION CONTROL BLANKETNOT TO SCALE6PLAN VIEWSECTION A-AAADISTURBED EARTH2'MIN.24" MIN.2' MIN.21DET#SHT#TEMPORARY DIVERSION BERMNOT TO SCALESHT#DET#UNDISTURBEDEARTHDISTURBED EARTH2:1 SLOPE OR FLATTER2:1 SLOPE OR FLATTERSILT FENCESILT FENCEWHERE POSSIBLE, 10' UNDISTURBEDEARTH UPHILL OF SILT FENCEDET#SHT#FLOATING HEAD SKIMMERNOT TO SCALECOUPLING INCLUDEDBUT NOT ATTACHED8" HOSE8" INLET EXTENSIONINLET DOOR SMALLERTHAN SHOWNVENT8" SCH 40 SOLID PVC BARREL OR"ARM" SUPPLIED WITH SKIMMERROPE FOR MAINTENANCEPLAN VIEWCHITOSAN / FLOC SOCK ASSEMBLYDET#SHT#CONTINGENCY PLAN PUMP SYSTEMNOT TO SCALESHT#DET#OUTLET CONTROL STRUCTUREPLUG OUTLET PIPE FOR CONTINGENCY PLANOIL CONTAINMENTDEVICE AND PUMPMOBILE HOUSING UNITFLOCCULANT BAGREMOVABLE ACCESS CAPTURBID WATER FROM RETENTION BASINTO PUMPCHITOSAN / FLOCSOCK ASSEMBLYFLOATING HEAD SKIMMERFES OUTLETPIPINGFES INLET - PLUG TEMPORARILY TO ALLOW FLOWTO ROUTE THROUGH FLOATING HEAD SKIMMERSATTACH PIPING TO OUTLETCONTROL STRUCTURE (TEMPCONNECTION) BEHINDCONCRETE BAFFLE WALLDET#SHT#POROUS BAFFLESNOT TO SCALEBOTTOM OF FLOC SOCK(SUSPEND 18" BELOW NORMALWATER LEVEL)METAL STAKE TOSUPPORT WIRETOP OF POROUSBAFFLE = HWLMETAL SUPPORT POSTS, 12"INTO BOTTOM OR SIDESUPPORT ROPE OR WIRETO PREVENT SAGGINGATTACH FLOC SOCK TO POROUSBAFFLE WITH PLASTIC TIESCOIR MESH OR SIMILAR, STAPLE ORTRENCHED INTO BOTTOM AND SIDE10" 6"UNSUITABLE SOILTOPSOILREFER TOSTRUCTURALDRAWINGS3'-0"11VARIESNOTES:1.BOTTOM OF EXCAVATION (INCLUDING ROCK EXCAVATION) MUST BE APPROVED BY THEGEOTECHNICAL ENGINEER'S REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL.2.IN SOME LOCATIONS, FOOTING WILL REST ON ROCK. REFER TO STRUCTURAL DRAWINGS.3.ROCK EXCAVATION WILL BE REQUIRED IN SOME LOCATIONS.DET#SHT#BUILDING PADNOT TO SCALE4" SLAB AND 6" STABILIZED AGGREGATEBASE - VERIFY WITH ARCHITECTURAL PLANSFINISH FLOORSUBGRADEFINISH GRADE (TURF)MINIMUM EXCAVATIONLIMITSFOOTINGSUITABLE SOILENGINEERED FILLBUILDING PAD(ENGINEERED FILL)112'-0"6''DET#SHT#BELOW GRADE BUILDING WALLSNOT TO SCALESHT#DET#FINISH GRADE (TURF AREAS)FINISH FLOORBACKFILL ATBELOW GRADEWALLSFOOTING (REFER TOSTRUCTURAL PLANS)FINISH FLOOR ELEVATION (FFE):REFER TO ARCHITECTURALPLANS AND VERIFY LOWERLEVEL FFE AND LOCATIONSWHERE FFE VARIES12" TOPSOIL OVER BACKFILL6" TOPSOIL5'-0"20'-0"5'-0" 6'-0" 4"NOTE:REFER TO GRADING AND DRAINAGE PLAN FOR LIMITS OF SAND SUBBASEDET#SHT#SAND SUBBASE / DRAIN TILE ATDOORS & FROST FOOTED STOOPSNOT TO SCALEFINISH GRADE ATEDGE OF STOOPFINISH GRADE OF PAVEMENTADJACENT TO FOOTED STOOPSTOOP FOOTING -REFER TO STRUCTURALDRAWINGS6" DRAIN TILE (WHERE INDICATEDON DRAWINGS) - EXTEND TOSTORM SEWER STRUCTURE WHEREINDICATED ON DRAWINGSSUBGRADE SOILSSAND SUBBASESHT#DET#DEPTH (VARIES REFER TO PLAN)2"24" MIN.DET#SHT#FRENCH DRAINNOT TO SCALEFINISH GRADEBURRITO WRAPGEOTEXTILE FABRICOVERLAP SEAMS 24"PEA ROCK6" DRAIN TILEGEOTEXTILE FABRICGEOTEXTILE FABRIC10'1' 18"DET#SHT#OVERFLOW SWALENOT TO SCALE4:1 SLOPE (TYP)GEOTEXTILE FABRICCLASS III RIPRAP4:1 SLOPE (TYP)PLACE RIPRAP AT ELEVATION SUCH THAT FLOWLINEDEPICTED BY PROPOSED GRADES IS MAINTAINEDFLOWDET#SHT#BACKWATER VALVENOT TO SCALEBACKWATER VALVESOLVENT WELD BACKWATERVALVE TO DRAIN TILEPROVIDE FLEXIBLE JOINT6" DRAIN TILECONNECT DRAIN TILE TOSTRUCTURE AT ELEVATIONSHOWN ON THE DRAWING.GROUT SECURE TOSTRUCTURE WALL.MINIMIZE STUB THROUGHWALL. STUB ONLY ASREQUIRED TO ALLOWBACKWATER VALVE TO BECONNECTED TO DRAIN TILE.PROVIDE FLEXIBLEJOINT AT CONNECTIONREFER TO PLAN FORSTRUCTURE TYPECROSS SECTIONISOMETRIC VIEW2' MIN.DET#SHT#SLOPE STABILIZATION SYSTEMNOT TO SCALESUBGRADEBURY START OFTHE PANEL24" OF EARTH FILLGEOMEMBRANELINERINFILLENVIROGRIDPANELJ-HOOK AT EVERY 3'DOWN SLOPEDET#SHT#SILT FENCENOT TO SCALEDET#SHT#ROCK CONSTRUCTION ENTRANCENOT TO SCALEDET#SHT#EROSION CONTROLSTANDARD NOTESNOT TO SCALEDET#SHT#CONCRETE WASHOUT AREANOT TO SCALEDET#SHT#PIPE BEDDING P.V.C. PIPENOT TO SCALEDET#SHT#TYPICAL MEGALUG LOCATIONNOT TO SCALEDET#SHT#RESTRAINED PIPE REQUIREMENTSDIPNOT TO SCALEDET#SHT#D.I.P. CONDUCTIVITYNOT TO SCALEDET#SHT#PIPE BEDDING RCP & DIPGOOD SOILSNOT TO SCALEDET#SHT#PIPE BEDDINGPOOR SOILSNOT TO SCALEISSUE # DATE DESCRIPTION1/16/2026DEVELOPMENT REVIEW © 2025 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBER2612.03ISSUE #DATEDESCRIPTIONCERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comGArchitectureInterior DesignLandscape ArchitectureEngineeringBKVROUPI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Date_____________ Reg. No.__________Signed:XXX_______________________________________________XXXPROJECT TITLE:CHANHASSENBLUFFSCOMMUNITYCENTER01/16/20263300 FERNBROOK LANE NORTH, SUITE 300PLYMOUTH, MN 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comWJDMET12/18/2025DD SET1TJWC5.02DETAILSFLOW135° - 165°180°AAFLOWFORCEMAIN DISCHARGE TOGRAVITY MANHOLEDET#SHT#NOT TO SCALESECTION A - APLAN VIEWNOTES:1.DROP CONNECTIONS ARE NOT ALLOWED.2.MAXIMUM OF ONE FORCEMAIN CONNECTION PER MANHOLE; MULTIPLE CONNECTIONS ARE NOTALLOWED.FORCEMAINDISCHARGECENTERLINE OF FORCEMAIN PIPING NOTALLOWED IN EITHER QUADRANTADJOINING THE MANHOLE OUTLETNO CONNECTIONSALLOWEDOUTLET PIPE2-45° BENDSCOAT MANHOLE INTERIOR WITHAPPROVED EPOXY COATING ORUSE H2S RESISTANT CONCRETEINSTALL CONCRETEBENCH IN BOTTOMOF MANHOLE ASSHOWN TO EXISTINGSEWER OUTLETCONCRETE COLLARTOP BENCH SHALL BE 2''ABOVE SPRINGLINE OF PIPE4'' BEDDINGPRECAST RUBBERBOOT PER ASTM C923CONCRETE SHALL BE MINIMUM OF 4000PSI @ 28 DAYS FILLED UNDER PIPE TOUNDISTURBED GROUND. CONCRETE TOEXTEND TO FIRST JOINT IN NORMALWIDTH OF TRENCHPROPOSED FORCEMAINNOTE:VALVES, VALVE BOXES AND VALVE EXTENSIONS SHALL MEET THE SAME REQUIREMENTS AS FORWATERMAIN. VALVE BOX COVERS SHALL BE MARKED FOR SEWER.7'-6" MIN. BURY PLAN VIEWSECTION VIEWCRUSHED ROCKSANITARYFORCE MAIN4" x 4" WYEGATE VALVEWITH BOXFINISH GRADEVALVE EXTENSION4" CAPPED FLANGESANITARY SEWER MANHOLECONE (24" RISER) WITHOUTSTEPS. MIN. 1 ADJUSTMENTRING.NEENAH R-1642 CASTINGSANITARY FORCEMAIN4" CAPPED FLANGESANITARY SEWER MANHOLECONE (24" RISER) WITHOUTSTEPS. MIN. 1 ADJUSTMENTRING.SANITARY FORCEMAINTWO 45°BENDSCLEANOUT STRUCTURESANITARY FORCEMAINTWO 45°BENDSSANITARY FORCE MAINCLEANOUT (C.O.)13C5.03NOT TO SCALEOPENAS REQUIRED8" 36"POST INDICATOR VALVE (PIV)DET#SHT#NOT TO SCALEPOST INDICATOR VALVE. INSTALLWITH INDICATING WINDOW FACINGPARKING AREA OR DRIVE LANEFINISH GRADEWATERMAINCONCRETE THRUST BLOCKWATERMAIN OFFSETDET#SHT#NOT TO SCALEPROPOSED / EXISTINGSEWER - REFER TO PLANFOR SIZES AND LOCATIONSONE LENGTH OFPROPOSED WATERMAINPIPE CENTERED ATCROSSINGTRANSITION TO SPECIFIED DEPTH (TYP).INSTALL VERTICAL BENDS AS REQUIREDWATERMAIN SHALL HAVE8' MINIMUM COVER45 ° BEND (TYP)RESTRAINT AT EVERYJOINT18" MIN. 3"3"SOFT PLAY AREADET#SHT#NOT TO SCALE1" RADIUS (TYP)PEA ROCKPREPARED SUBGRADE6" x 18" CONCRETE CURBGEOTEXTILE FABRICFINISH GRADE OF CURB SHALL BE 1" ABOVETURFGRASS OR FLUSH WITH PAVEMENT6" DRAIN TILE12'' DEPTH WOOD FIBERSURFACINGFINISH GRADE OF SOFTPLAY SURFACE3'' MIN. PEA ROCKAROUND DRAIN TILEEXPANSION JOINT - IF PAVEMENTDET#SHT#4" SUB-SURFACE DRAINTILENOT TO SCALEDET#SHT#ALTERNATE4" SUB-SURFACE DRAINTILENOT TO SCALEDET#SHT#GATE VALVE AND BOXTYPICAL INSTALLATIONNOT TO SCALEDET#SHT#TYPICAL HYDRANT INSTALLATIONNOT TO SCALEDET#SHT#HYDRANT TRACER WIRE DETAILNOT TO SCALEDET#SHT#CONCRETE THRUST BLOCKINGNOT TO SCALEDET#SHT#STANDARD STORM MANHOLENOT TO SCALEDET#SHT#STANDARD SUMP MANHOLENOT TO SCALEDET#SHT#WATERMAIN TRACER WIRENOT TO SCALEDET#SHT#MANHOLE CASTINGAND ADJUSTING DETAILNOT TO SCALEDET#SHT#FLARED END SEDIMENT TRAPROCK WEIR/WATTLE ROLLNOT TO SCALEDET#SHT#TYPICAL 4" DIAMETERCATCH BASIN MANHOLENOT TO SCALEDET#SHT#MANHOLE CASTINGS AND LIDSNOT TO SCALEDET#SHT#RIPRAP DETAILNOT TO SCALEISSUE # DATE DESCRIPTION1/16/2026DEVELOPMENT REVIEW © 2025 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBER2612.03ISSUE #DATEDESCRIPTIONCERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comGArchitectureInterior DesignLandscape ArchitectureEngineeringBKVROUPI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Date_____________ Reg. No.__________Signed:XXX_______________________________________________XXXPROJECT TITLE:CHANHASSENBLUFFSCOMMUNITYCENTER01/16/20263300 FERNBROOK LANE NORTH, SUITE 300PLYMOUTH, MN 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comWJDMET12/18/2025DD SET1TJWC5.03DETAILS6'-0''3"6''6''6'' 1' - 6" VARIESSECTION B-BVARIES 5'-0"3"6''6''6'' 1' - 6"SECTION A-A6"6"SHT#DET#SHT#DET#SOFT PLAY AREA ACCESSIBLE RAMPDET#SHT#NOT TO SCALE12'' DEPTH WOODFIBER SURFACINGGEOTEXTILE FABRICPEA ROCKSAND BASE5" CONCRETEFINISH GRADE AT SOFT PLAY SURFACE12" RADIUS TYP.CONCRETE RAMP SLOPED @ 1:20 MAXCONCRETE CURB12'' DEPTH WOOD FIBER SURFACINGGEOTEXTILE FABRICPEA ROCKSAND BASE5" CONCRETEFINISH GRADE AT PLAY SURFACE12" RADIUS TYP.CONCRETE RAMP SLOPED @ 1:20 MAXCONCRETE CURBEXPANSION JOINTSEXPANSION JOINTSSHT#DET#SHT#DET#6''6''CONCRETE CURBSHT#DET#6''6''6"6"12"12"5'-0" TAPERSLOPE TOP OF CURB DOWN TO GUTTERSHT#DET#B-612 CURB TERMINATORDET#SHT#NOT TO SCALEGUTTER UNIFORM ELEVATION10'-0" TAPER12"12"6"6"SHT#DET#B-612 REVERSE CURB TERMINATORDET#SHT#NOT TO SCALETOP OF CURB UNIFORMELEVATION / SLOPESLOPE GUTTER UPTO TOP OF CURB12"4" 7"12"NOTES:1.DIRECTION OF TRANSVERSE GUTTER SLOPE SHALL MATCH DIRECTION OF ADJACENT PAVEMENTSLOPE.2.CONSTRUCT WITH CURBING MACHINE.3.AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1'' BELOW GUTTER GRADE. SLOPE GUTTER5' ON EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS.12D-412 CURB & GUTTERDET#SHT#NOT TO SCALESLOPE 34" PER FOOT TOWARDSPAVEMENT ON HIGH SIDE OF LOT /DRIVE (TIP OUT). SLOPE 3/4" PERFOOT TOWARDS CURB FACE ON LOWSIDE OF LOT / DRIVE (TIP BACK).FACE OF CURB8"4"12" RADIUSAGGREGATE BASE TO BEPLACED BY PAVINGCONTRACTOR (4" MIN.)12"4'12"12"SHT#DET#D-412 CURB TERMINATORDET#SHT#NOT TO SCALE10' TRANSITIONSHT#DET#SHT#DET#CURB TRANSITION D-412 TO B-612DET#SHT#NOT TO SCALEPROVIDE EXPANSIONJOINT AT ENDSOF TRANSITION (TYP.)NOTE: BACK OF CURB TO REMAIN ALIGNED AND UNIFORM.5 12" 7"2'-0"1'-0"SHT#DET#CONCRETE VALLEY GUTTERDET#SHT#NOT TO SCALECONCRETE VALLEYGUTTERMIN. 6" STABILIZED AGGREGATE BASETO BE PLACED BY PAVING CONTRACTOR7"2'-0"6'' MIN.3''SHT#DET#CONCRETE RIBBON CURBDET#SHT#NOT TO SCALECONCRETE RIBBON CURBAGGREGATE BASE TO BE PLACED BYPAVING CONTRACTOR (4'' MIN.)TYPICAL ATTURFGRASS AREASTURFGRASS FLUSHWITH TOP OF WALKWALK WIDTH ASLABELED ON PLANMIN. 4" DEPTH SHT#DET#SHT#DET#SHT#DET#CONCRETE WALKDET#SHT#NOT TO SCALEASPHALT PAVEMENTCONCRETE CURB AND GUTTERWALK FLUSH WITH TOP OF CURB AND PROVIDETOOLED EDGE WITH EXPANSION JOINT4" CONCRETE WALKMIN. 4" SAND BASE OR STABILIZEDAGGREGATE BASE THICKENED TO BOTTOMOF CURB WHERE APPLICABLEPREPARED SUBGRADEPROVIDE 2% CROSS SLOPE (MAX.)UPHILLSIDEPROVIDE TOOLED EDGE (WITHEXPANSION JOINT AND CAULKSEALANT AT ALL STOOPS ANDBUILDING AREAS)BUILDING WALLTREATMENT ATBUILDINGTREATMENT ATDOWNHILL SIDE1''TURFGRASS RECESSED 1"BELOW WALK SURFACEDOWNHILLSIDE12"2'-0''3'-0''6''SECTION VIEWPLAN VIEW135°3'-0''6'' 3'-0''2'-0''SHT#DET#SHT#DET#SHT#DET#SHT#DET#SHT#DET#CONCRETE HYDRANT SLABDET#SHT#NOT TO SCALEEDGE OF WALK / ASPHALTEXPANSION JOINT (IFADJACENT TO CONCRETE)EDGE OF WALK / ASPHALTHYDRANTSLAB LIMITSHYDRANT SLAB3'-0"10" 10" 1'' TYPICAL3'-0"CONCRETE SLABDET#SHT#NOT TO SCALE8" CONCRETE SLAB6" STABILIZED AGGREGATE BASE TO BEPLACED BY PAVING CONTRACTORCURBTHICKENEDSLABPREPAREDSUBGRADE8" CONCRETE SLAB6" STABILIZED AGGREGATE BASETHICKENEDSLABPREPAREDSUBGRADEEXPANSION JOINT12" LONG - #5REBAR DOWELSPACED 2'-6" TYP.REQUIRED AT COLDJOINTS ONLYEQUAL18"8" (TYP) 12'-0''PLANSECTIONSHT#DET#SHT#DET#SHT#DET#SHT#DET#SHT#DET#CONCRETE ENTRANCE SLABDET#SHT#NOT TO SCALECONCRETE WALKCONSTRUCTIONJOINTSFIRST TWO SECTIONSOF WALK 6" THICK(TYP)12" RADIUS ON EDGEBITUMINOUSPAVEMENT12" RADIUS ON EDGE6" STABILIZED AGGREGATE BASE TO BEPLACED BY PAVING CONTRACTOR.4'SIMILAR TO4'CONCRETE RAISED CROSSWALKDET#SHT#NOT TO SCALESHT#DET#SHT#DET#SHT#DET#SHT#DET#SHT#DET#SHT#DET#SHT#DET#SHT#DET#TOP OF GUTTERUNIFORM SLOPE(TYPICAL)PAINTED CROSSWALK (TYPICAL)WHERE WHITE MARKINGS ARE PLACED ON CONCRETEPAVEMENTS, BLACK PAINT SHALL BE PLACED PRIOR TO THEWHITE PAINT BEING APPLIED AND SHALL EXTEND ONE INCHBEYOND THE WHITE PAINT STRIPE. (FOR EXAMPLE, A 4"WHITE PAINT STRIPE SHALL HAVE A 6" BLACK PAINT STRIPEUNDERNEATH TO PROVIDE SUFFICIENT CONTRAST).SLOPE GUTTER UP TO BE FLUSH WITH TOPOF CURB OVER 4' (TYPICAL)TRUNCATEDDOME (TYPICAL)SIMILAR TO DETAILSHT#DET#3.6°UNREINFORCED CONCRETE ORCRUSHED STONE LEVELINGPAD ( 6" MINIMUM THICKNESS)SUBCUT TO DEPTH "D" AS REQUIRED AND REPLACE WITH SUITABLE COMPACTEDSTRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARING CAPACITY AND SLIDING RESISTANCEAS DETERMINED BY THE CONTRACTORS STRUCTURAL ENGINEER. ALL STRUCTURAL FILL IS TOBE COMPACTED TO A MINIMUM 98% STANDARD PROCTOR DENSITY.FENCE4" DRAIN TILEMINIMUMPRECASTMODULARBLOCKRETAININGWALL UNITFULL HIGHCAP BLOCKFULL HIGHBASE BLOCKFOUNDATION SOILTURF FINISH GRADEAPPROXIMATELIMITS OFEXCAVATIONVARIESWHERE SUBCUTIS REQUIREDAPPROXIMATELIMITS OFEXCAVATIONRETAINED SOIL11111111REINFORCED SOIL12" DRAINAGE ZONE(3/4 CRUSHED STONE)SHT#DET#TYPICAL PRECAST MODULAR BLOCKWALL SECTIONDET#SHT#NOT TO SCALENOTE: PRIOR TO INSTALLING CONCRETE WALK BEHIND WALL, SET STRINGLINEAT BACK OF WALL TO REPRESENT FINISH GRADE OF CONCRETE WALK. ADDCAP BLOCKS AS REQUIRED TO FULLY COVER BACK OF MAIN BLOCK UNITS.ENGINEER SHALL APPROVE STRINGLINE PRIOR TO PROCEEDING WITHINSTALLATION OF CONCRETE WALK.PIPENOTES:1.PIPE TO EXTEND BEYOND BASE COURSE OF WALL NO LESS THAN 12''2.BED PIPE IN OPEN GROUNDED CRUSHED STONE (I.E. NO. 57 OR 67 STONE) AND TIESTONE TO 4'' DIA. PIPE AT WALL BASE AND DAYLIGHT 4'' PIPE THROUGH WALL FACE ONEACH SIDE OF CONCRETE HEADWALLRETAINING WALL WITH PIPE PENETRATIONDET#SHT#NOT TO SCALEPROVIDE SCOURPROTECTION AS REQUIRED#4 REBAR EACH WAYCONCRETE HEADWALL MIN.12'' WIDER THAN PIPEPROVIDE BOND BREAKAT WALL OPENINGPROVIDE SCOURPROTECTION AS REQUIREDCUT BLOCKS TO FIT AROUNDPIPE AND PROVIDE BONDBREAK AT WALL OPENINGFILTER FABRICFILTER FABRICFILTER FABRICMIN. 12'' PIPE OVERHANGPAST WALL FACEOUTSIDE DIA. PIPE,PERPENDICULAR THROUGHWALL AND REINFORCED ZONECONCRETE HEADWALLSCOUR PROTECTIONAS REQUIRED78" - 1716"1 5"50%-60% OF BASEDIAMETER5 8" MIN. 2'-0"58" MIN.15 8" - 23 8" 15 16" (TYP.)PEDESTRIAN CURB RAMPDET#SHT#NOT TO SCALENOTES:1.1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.2.PROVIDE A PATH OF TRAVEL 4'-0'' WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP.3.6'' TO 8'' IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/TRUNCATED DOME AREAFROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THE BACK OF CURB.4.ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'-0'' MIN. IN DIRECTION OF TRAVEL ANDSHALL EXTEND THE FULL WIDTH (4'-0'' TYP.) OF THE CURB RAMP. THIS 2'-0'' BY 4'-0'' WIDTH (TYP.)TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE.THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY, WHITE, OR YELLOW)WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALLBE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT YELLOW) WHEN THE ADJACENTSIDEWALK IS A "WHITE" OR LIGHT GREY CEMENT COLOR.DOME SPACINGDOME SECTION23'-8"23'-8"A4' - 0 "MIN.4'-0"MIN4'-0" MIN 4'-0" UNLESSOTHERWISE NOTEDON PLAN5'-8"5'-8"2'-0"43 6'-0" (6" CURB 4'-0" (4" CURB)CONCRETE WALKA6'-3" (6" CURB)4'-2" (4" CURB)4'-0" UNLESSOTHERWISE NOTEDON PLAN6'-3" (6" CURB)4'-2" (4" CURB)16'-0" (6" CURB)4'-0" (4" CURB)4'-0"1516" (TYP.)158" - 238"6'-3"(6" CURB & 0.08 FT./FT. SLOPE)4'-2"(4" CURB & 0.08 FT./FT. SLOPE)4'-0"6'-3"(6" CURB & 0.08 FT./FT. SLOPE)4'-2"(4" CURB & 0.08 FT./FT. SLOPE)6"SECTION VIEWPLAN VIEWELEVATION VIEWSHT#DET#DISTURBED MINIMUMOUTER LIMITS OFCONCRETE WALKBACK OF CURBFRONT FACEOF CURBROUND ALL SLOPEDINTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDECURB OR, CURBAND GUTTER0.083 FT./FT. OR FLATTER0.02 FT./FT. MAXDOME (TYP)CONCRETE WALK6'-0""RIM" ELEVATION = 883.000.25'SUMP 18" PIPE ININV. = 876.20STORM SEWER PIPE-REFER TO UTILITY PLANSFOR PIPE LENGTHSAND SLOPESPROVIDE FLEXIBLEJOINT - REFER TOSPECS18" PIPE OUTINV. = 876.00SECTIONPLAN1-1/4"GRATE DETAIL6' INSIDEDIAM.PROVIDE 6-1/2" SSANCHOR BOLTSW/CLIPS1 1/2" x3/8"OUTER RING1 1/2"x3/8" STEELBARS @4" O.C.MAX EACH WAY1/4"x1/4" STEEL BAR,WELD TOEACH MEMBERHOT-DIPPED GALVANIZEDGRATE IN 2 SECTIONSBASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT, ORPOURED 8" SLAB REINFORCED WITH6" x 6" 10/10 MESHPRECAST CONCRETESECTIONPROVIDE FLEXIBLEJOINT - REFER TOSPECSWEIRINV. = 879.006'-0""RIM" ELEVATION = 883.000.25'SUMP 18" PIPE OUTINV. = 876.00BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT, ORPOURED 8" SLAB REINFORCED WITH6" x 6" 10/10 MESHPRECAST CONCRETESECTIONWEIRINV. = 879.00PROVIDE FLEXIBLE JOINTAT CONNECTION - REFERTO SPECS18" PIPE OUTINV. = 876.00WEIR INV. = 879.00WEIR INV. = 879.0018" PIPE ININV. = 876.20PROVIDE FLEXIBLE JOINTAT CONNECTION - REFERTO SPECS18" PIPE ININV. = 876.20OUTLET CONTROL STRUCTUREOCS 1DET#SHT#NOT TO SCALE6" ORIFICEINV. = 877.006" ORIFICEINV. = 877.006"PROVIDE FLEXIBLEJOINT - REFER TOSPECSDET#SHT#TYPICAL CURB AND GUTTERNOT TO SCALEDET#SHT#CONCRETE SIDEWALKNOT TO SCALEISSUE # DATE DESCRIPTION1/16/2026DEVELOPMENT REVIEW © 2025 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBER2612.03ISSUE #DATEDESCRIPTIONCERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comGArchitectureInterior DesignLandscape ArchitectureEngineeringBKVROUPI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Date_____________ Reg. No.__________Signed:XXX_______________________________________________XXXPROJECT TITLE:CHANHASSENBLUFFSCOMMUNITYCENTER01/16/20263300 FERNBROOK LANE NORTH, SUITE 300PLYMOUTH, MN 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comWJDMET12/18/2025DD SET1TJWC5.04DETAILSDET#SHT#PEDESTRIAN CURB RAMP DETAIL # 1NOT TO SCALEDET#SHT#PEDESTRIAN CURB RAMP DETAIL # 2NOT TO SCALEDET#SHT#PEDESTRIAN CURB RAMP DETAIL # 3NOT TO SCALEDET#SHT#PEDESTRIAN CURB RAMP DETAIL # 4NOT TO SCALEDET#SHT#PEDESTRIAN CURB RAMP DETAIL # 5NOT TO SCALEDET#SHT#PEDESTRIAN CURB RAMP DETAIL # 6NOT TO SCALEISSUE # DATE DESCRIPTION1/16/2026DEVELOPMENT REVIEW © 2025 BKV GroupSHEET NUMBERSHEET TITLEDRAWN BYCHECKED BYCOMMISSION NUMBER2612.03ISSUE #DATEDESCRIPTIONCERTIFICATION222 North Second StreetLong & Kees BldgSuite 101Minneapolis, MN55401612.339.3752www.bkvgroup.comGArchitectureInterior DesignLandscape ArchitectureEngineeringBKVROUPI hereby certify that this plan, specification, or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Date_____________ Reg. No.__________Signed:XXX_______________________________________________XXXPROJECT TITLE:CHANHASSENBLUFFSCOMMUNITYCENTER01/16/20263300 FERNBROOK LANE NORTH, SUITE 300PLYMOUTH, MN 55447Phone: (763) 544-7129Email: plymouth@bolton-menk.comwww.bolton-menk.comWJDMET12/18/2025DD SET1TJWC5.05DETAILS13"DET#SHT#MEDIUM DUTY ASPHALT PAVEMENT(WITH SAND SUBBASE)NOT TO SCALE1.5" ASPHALT WEAR COURSETACK COAT1.5" ASPHALT BINDER COURSE10" STABILIZED AGGREGATE BASE18" SAND SUBBASE12" MIN. SUBGRADE PREPARATION16"DET#SHT#HEAVY DUTY ASPHALT PAVEMENT(WITH SAND SUBBASE)NOT TO SCALE24" SAND SUBBASE12" MIN. SUBGRADE PREPARATION1.5" ASPHALT WEAR COURSETACK COAT2.5" ASPHALT BINDER COURSE12" STABILIZED AGGREGATE BASENOTE:SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.2"3'-6"3'-0"12"18"SIGN: WHITE LEGEND AND BORDER ON BLUE BACKGROUND FULLY REFLECTORIZED1'-6"1'-0"66" TO BOTTOM OF SIGN(MEASURED FROM PARKING SURFACE)60" TO BOTTOM OF"VAN-ACCESSIBLE"SIGN WHEN PRESENTACCESSIBLE PARKING SIGN AND POST WITH BOLLARDDET#SHT#NOT TO SCALEPOST TOPMETAL SIGN ACCORDING TO MN STATESTATUTE 169.346 (MNMUTCD R7-8m)PROVIDE "VAN ACCESSIBLE"LABELING (MnMUTCD R7-8bP)- PROVIDE AT ONE STALL312" FLANGED CHANNELSIGN POST PER Mn/DOT 34015" SCH. 40 STEEL PIPE BOLLARD WITHONE COAT OF PRIMER AND TWO COATSOF PAINT. COLOR SHALL BE SHERWINWILLIAMS "SAFETY YELLOW" OR EQUAL.VERIFY COLOR WITH ARCHITECT.10° SLOPECONCRETE(MN/DOT 3A32OR EQUAL)FILL BOLLARD WITH CONCRETE2"7'-0" - VERIFYWITH LOCAL CODE3'-0''TRAFFIC SIGN AND POSTIN GRASSDET#SHT#NOT TO SCALEPOST TOPREFER TO PLANFOR SPECIFIC SIGNMETAL SIGN312" FLANGED CHANNEL SIGNPOST PER Mn/DOT 34014'-0"3'-0"1'-0"1'-6"SHT#DET#BOLLARDDET#SHT#NOT TO SCALE5" PIPE CAP2" WIDE BANDS OF REFLECTORIZED TAPE10° SLOPEEXPANSION JOINT (TYP.)CONCRETE FOOTING5'' SCH. 40 STEEL PIPE BOLLARD WITH ONE COATOF PRIMER AND TWO COATS OF PAINT. COLORSHALL BE SHERWIN WILLIAMS "SAFETY YELLOW"OR EQUAL. VERIFY COLOR WITH ARCHITECTFILL BOLLARD WITH CONCRETEDET#SHT#WETLAND BUFFER SIGN (5.75" W x 8.25" H)RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICTNOT TO SCALEISSUE # DATE DESCRIPTION1/16/2026DEVELOPMENT REVIEW