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C.S.A.H. NO. 14(STILLWATER <br />BOULEVARD N) <br />STILLWATEREBEB(F.K.A. STATE HWY. NO. <br /> <br />5 <br />) <br />P <br />R <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />B <br />A <br />N <br />K <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br />A <br />R <br />E <br />A <br />: <br /> <br />5 <br />, <br />0 <br />0 <br />0 <br /> <br />S <br />F <br />F <br />F <br />E <br />: <br /> <br />9 <br />3 <br />5 <br />. <br />0 <br />0PROPOSED OFFICE BUILDING 1AREA: 9,250 SFGROSS AREA 18,500FFE: 935.00PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.01 ACRESBOTTOM: 916.00NWL: 926.00HWL: 930.00EOF: 931.00PROPOSED OFFICE BUILDING 1AREA: 10,200 SFGROSS AREA 20,400FFE: 933.00TOTAL ROW AREA: 3.88 ACRESOUTLOT AREA C: 1.54 ACRESCOMMERCIAL AREA LOT 2: 1.64 ACRESCOMMERCIAL AREA LOT 3: 1.81ACRESCOMMERCIAL AREA LOT 4: 1.90 ACRESOUTLOT AREA A: 0.80 ACRESFUTURE VMDR AREA: 2.33 ACRESOUTLOT AREA B: 1.21 ACRESCOMMERCIAL LOT 1: 1.64 ACRESPROPOSED RETAIL <br />BUILDING <br />AREA: 12,500 SF <br />FFE: 938.00 FUTURE VMDR AREA: 6.43 ACRESPROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► <br />I I I I I I I I I IIII <br />IIIIIIIIIIIII <br />III►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►III I I I IIIIIIIIIIIIIIIII►►►►►►►►►►►►►►►►►►►►►►►►►►►►►► <br />►►IIIIIII I I IIIIII I <br />►►►►►►I►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I <br />I <br />IIIIIIIIIII I <br />II►►►►►►935933933 934934 934 936936935935 <br />932932933933934934934934 <br />93 <br />4934934 <br />935 936 936936936 <br />936 936 <br />937937930930930 929929930930931931932932933 <br />93 <br />1931 <br />9329329329339339339 <br />3 <br />4 <br />934930 <br />9 <br />3 <br />5 <br />9 <br />3 <br />1 <br />932 <br />933 <br />9 <br />3 <br />4 <br />9 <br />3 <br />1 931931931932932932932 <br />933 <br />933935 <br />935 <br />936 <br />936 <br />937 <br />937 <br />938 935936937 <br />937930935931932 933934936937931932933934935935935 <br />9359319329339341+00 2+00 3+00 4+00 5+00 6+00 7+008+008+190+001+002+003+004+005+006+ <br />0 <br />0 <br />7+00 8+00 9+00 10+00 11+00 <br />1+00 2+00 3+00 3+71935934936936935936935935936936936935936936936936935934936937937931931932933934934934934933933935935934933933934934932933934 <br />930931932933934933932933933END OF PERMANENT <br />CONSTRUCTION0+001+002+003+004+005+006+007+008+008+45DOMESTIC SERVICE <br /> BACK <br /> UP <br /> FOR <br />IRRIGATION REUSE <br />- SEE <br /> SHEET <br /> C <br />-601 <br />12" CAP FOR FUTURECONNECTION <br />931 <br />9329329339339329329329339 <br />3 <br />2 <br />931931932933933►►►►►►►►►►►►►►►►►►►TEMP CBMH 160RIM=929.6024" INV OUT=926.47 (E)CBMH 161RIM=928.8024" INV IN=925.67 (W)24" INV OUT=922567 (E)FES 16224" INV IN=925.00 (N)DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-501 STORM SEWER PLAN.dwg 9/21/2023 GRUNKLEE, SAM <br />DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:15:38 PM <br />CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N <br />O <br />T <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE <br />LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING <br />109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGC-301OVERALL STORM SEWERPLAN( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050NOTES1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.CITY STANDARD STORM SEWERNOTES1.ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTEDIN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARDSPECIFICATIONS AND DETAILS.2.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORMWITH THE REQUIREMENTS OF MnDOT SPEC 3236 (REINFORCEDCONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASSSPECIFIED HEREIN.3.PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONSSHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477.4.A 1 ’ —0” TO 1 ’ —6” MANHOLE SECTION SHALL BE INSTALLEDUNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENTWHENEVER POSSIBLE.5.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE ANDGROOVE WITH RUBBER ”0” RING JOINTS PROVIDED ON ALLSTORM SEWER MANHOLES. A BITUMASTIC SEAL STRIP SHALL BEPLACED AT ALL MANHOLE RISER JOINTS6.RIP-RAP SHALL BE HAND-PLACED OVER GEOTEXTILE FABRIC ANDCONFORM TO MnDOT SPEC. 3601, CLASS III, OR AS SPECIFIEDHEREIN.7.THE GEOTEXTILE FABRIC USED UNDER RIP-RAP SHALL EXTEND 3FT UNDER THE APRON.8.FURNISH & INSTALL TRASH GUARDS ON ALL FLARED ENDSECTIONS.9.ALL SILT SHALL BE CLEANED OUT FROM THE RIP-RAP AT THE ENDOF THE PROJECT.10.STORM SEWER STRUCTURES WITHIN 10 FT OF WATERMAIN ARETO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS.11.ALL NEW STORM SEWER PIPE SHALL BE FLUSHED ANDTELEVISED PRIOR TO SUBSTANTIAL COMPLETION - SEESPECIFICATION SECTION 1700 - CLOSEOUT REQUIREMENTS