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<br />N89°18'31"E 295.02S00°06'35"E 225.45 Wood Fence[A] Chain Link
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<br />Property LineBenchPID: 07029232300022 Story Brick BuildingAddress: 2401 Lowry Ave NEFoundation Area = 10,513 S.F.KENZIE TERRACE (CO RD 153)(Width Varies)STINSON PARKWAY NE(A Public R/W)North line of the South 365feet of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23East line of the West 100 feetof the South 365 feet of theWest 395 feet of the Northwest1/4 of Sec. 7, Twp. 29, Rng. 23
<br />Sanitary SewerEasement perDoc. No. 2794335Building Corner liesSouth line of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23
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<br />48" ST DIST MAINSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.73NOPARKINGCONSTRUCTION LIMITSALL FINAL UTILITY SIZES, MATERIALS,LOCATION, AND CONNECTIONS TO BEVERIFIED BY A MECHANICAL ENGINEERAND COORDINATED WITH CIVIL PRIORTO CONSTRUCTION.23 LF 8" PVC SCH.40 SANITARYSERVICE @ 2.00%STMH 1RE=930.00IE=922.86236 LF 15" RCP @ 0.25%103 LF 12" RCP @ 0.25%CONNECT TO EXISTING CB W/ 12"RCP AT EXISTING ORIFICEEX. IE=922.60 (FIELD VERIFY)STMH 2ARE=932.50±IE(N/E)=923.45IE (SE)=926.90OUTLET CONTROL STRUCTURE 4RE=932.00±IE (N, 12")=926.45IE (N, 6" DT)=923.75IE (W, 12" HDPE)=923.75UNDERGROUND FILTRATION SYSTEM 1PRINSCO HS75 CHAMBERS & HS75 SEDIMENT ROW58.5' X 123.56' FOOTPRINT (INCL. 12" SIDE AND END STONE)6" STONE BASE AND COVER WITH 18" SAND FILTER BELOW BASE6" PERFORATED DRAINTILE TO BE INSTALLED AT BOTTOM OF SANDFILTER UNDER EVERY OTHER CHAMBER ROWTOP STONE COVER = 928.73TOP HS75 CHAMBER = 928.2312" OUTLET IE = 926.45IE HS75 CHAMBER = 925.75IE STONE BASE = 925.25IE SAND FILTER & 6" PERF. DRAINTILE = 923.75100-YR HWL=927.52LINE ENTIRE SYSTEM WITH 40 MIL IMPERMEABLE LINERSHOP DRAWINGS REQ'DSTMH 11RE=930.00±IE=CONNECTIONTO CHAMBERSIE (E)=925.7525 LF 12" HDPE @0.92%CBMH 12RE=929.90IE (12")=925.86IE (DT)=928.84SUMP IE=921.86INSTALL PRESERVER OREQUAL120 LF 12" HDPE @0.25%CBMH 13RE=928.46IE (10",12")=926.16IE (DT)=927.4050 LF 10" PVC SDR35 @ 1.00%CB 14RE=929.26IE (10")=926.66IE (DT)=928.20STUB 12" PVC SCH.40 TO 5' FROMBUILDING, COORD.W/ MECH'LSTUB IE=927.36BLDG. IE=927.4612" INLET=926.0068 LF 12" PVC SCH.40 @ 2.00%CONNECT TO EXISTINGSANITARY SERVICE STUB.FIELD VERIFY MATERIAL,INVERT, SIZE ANDCONDITION PRIOR TOINSTALLATION OF SERVICE.REPORT FINDINGS TOENGINEER.STUB 8" SANITARYSERVICE TO 5'FROM BUILDING,COORD. W/ MECH'L.WET TAP 8"COMBINED WATERSERVICE TO EX. 48"WATER MAIN,COORD. W/ CITY8" DIP COMBINEDFIRE & DOMESTICWATER SERVICESTUB WATERSERVICE TO 5' FROMBUILDING, COORDW/ MECH'L.CONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS, ANDWALKS FOR INSTALLATION OF UTILITIES.UPON COMPLETION OF UTILITY WORK,REPLACE ALL MATERIAL, IN KIND, ANDTO CITY STANDARD AND APPROVALREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY AND CITYSTANDARDSALL UNUSED EXISTING WATERSERVICES WITHIN THE PROPOSEDPROPERTY LIMITS SHALL BE REMOVEDAND ABANDONED BACK TO THE MAINPER CITY OF MINNEAPOLIS AND/ORCITY OF ST. ANTHONY STANDARDSCUT OFF, PLUG AND ABANDON UNUSEDEXISTING SANITARY SERVICES AT RIGHTOF WAY LINE PER CITY STANDARDS.FIELD VERIFYEXISTANCE OFSANTIARY SEWERIN THIS CORRIDOR.VACATE SANITARYSEWER EASEMENTIF LINE IS NOTPRESENTSEDIMENT ROWCONTRACTOR SHALL FIELD VERIFYAND COORDINATE ALL SMALLUTILITIES. NOTIFY ENGINEERIMMEDIATELY OF ANY CONFLICTS.OUTLET CONTROL STRUCTURE 3RE=931.00 (SKIMMER PLATE)IE (NW)=927.00IE (6" DT)=928.006" PERF. PVC DRAINTILE @ 0.00%IE=928.00INSTALL AT BASE OF SAND LAYER113 LF 12" HDPE @ 0.27%Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE
<br />2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418
<br />6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346
<br />INTERSTATE DEVELOPMENT CORPORATION
<br />PROJECT
<br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP
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<br />N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF ST. ANTHONY UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWAC110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGSUNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINTCATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILEPER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.26
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