Laserfiche WebLink
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSEXISTING RAINGARDEN TOREMAIN, PROTECTFROM DAMAGE6" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=906.43IE @ BLDG=906.48COORD. W/MECH'L190 LF 8" PVC SDR26 SANITARYSERVICE @ 1.00%MAKE CONNECTION TOEXISTING SANITARYSEWEREX IE (N/S)=903.74(FIELD VERIFY)PROP IE (E)=903.84COORDINATE WITH CITYMAKE WET TAPCONNECTION TOEXISTING WATERMAIN, COORD. WITHCITY45º BEND45º BEND45º BEND59 LF 8" PVC SDR26 SANITARYSERVICE @ 1.00%SANITARY MH ARIM=915.05IE (E)=905.74IE (NW)=905.84CONSTRUCT PER CITYSTANDARDS, TYP.PROPOSED GATEVALVE AND VALVE BOXMH 2RIM=913.00IE (NE)=909.80IE (SW)=909.35FES 1IE=909.00INSTALL RIP RAP PERMNDOT STANDARDSCB 16RIM=914.22IE=910.85TRENCH DRAINRIM=905.38IE =903.38CONNECT TO INTERIORBUILDING MECH'L PUMP,SEE MECH'L PLANSCBMH 15RIM=914.00IE=910.67CBMH 14RIM=913.90IE=910.21CBMH 13RIM=913.08IE=909.74MH 12RIM=914.38IE=909.18SUMP=906.18PROVIDE SAFLBAFFLE AND HOOD35 LF OF 12" RCPSTORM @ 1.00%FES 3IE=910.00INSTALL RIP RAP PERMNDOT STANDARDS10 LF OF 12" RCPSTORM @ 2.00%FES 11IE=909.00INSTALL RIP RAP PERMNDOT STANDARDS36 LF OF 18"HDPE STORM@ 0.50%111 LF OF 18"HDPE STORM@ 0.50%93 LF OF 15"HDPE STORM@ 0.50%91 LF OF 15"HDPE STORM@ 0.50%35 LF OF 12"HDPE STORM@ 0.50%45º BENDCB 22RIM=913.20IE=909.31SUMP=906.31PROVIDE HOOD ONOUTLET PIPEFES 21IE=909.00INSTALL RIP RAPPER MNDOTSTANDARDS62 LF OF 12"HDPE STORM@ 0.50%FIRE DEPARTMENTCONNECTION,COORD. W/MECH'LHYD.& GV PERCITY STANDARDSAREA DRAINNUMBERAREA DRAIN SCHEDULE (SEE DETAILS)RIMAD 32A916.00INVERTWYE909.47PIPE SIZE ANDMATERIAL6" PVC SCH40PIPE LENGTH(FT)4PIPE SLOPE(FT/FT)0.0800AD 32BAD 32CAD 32DAD 32EAD 33AAD 33B910.71AD 34A911.21916.50916.506" PVC SCH406" PVC SCH406" PVC SCH406" PVC SCH406" PVC SCH406" PVC SCH406" PVC SCH406444774909.70910.02910.30910.53910.68910.96911.46CONTRACTOR TO COORDINATEALL FINAL AREA DRAIN ANDSPLASH BLOCK (DOWNSPOUT)LOCATIONS W/ ARCHITECTAD 34AFES 31IE=909.00INSTALL RIP RAP PERMNDOT STANDARDSMH 32RIM=915.27IE=909.22SUMP=906.22PROVIDE SAFLBAFFLE AND HOODMH 33RIM=915.73IE (N/SE)=910.37IE (E)=911.23MH 34RIM=915.00IE=911.21229 LF OF 12"HDPE STORM@ 0.50%168 LF OF 12"HDPE STORM@ 0.50%44 LF OF 12"HDPE STORM@ 0.50%AD 33BAD 33AAD 32EAD 32DAD 32CAD 32BAD 32A916.00916.00916.00916.00916.00INVERTPIPE/MH909.22909.45909.77910.05910.28910.43INVERTAD909.79910.18910.34910.62910.85911.24911.52911.780.08000.08000.08000.08000.08000.08000.0800REINSTALLEXISTING FESIE=909.20INSTALL RIP RAPPER MNDOTSTANDARDS11 LF OF 15"RCP STORM@ 0.40%CONNECT TO EXISTING 15"RCP PIPE AND EXTEND TODITCH BOTTOMIE=909.248" STORM SERVICE,STUB TO WITHIN 5'FROM BUILDING,COORD. W/MECH'LBLDG IE=911.37STUB IE=911.272 LF OF 8" SCH40PVC STORM @ 2.00%1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILTIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILTIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINALCONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PERDETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.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 OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN AMINIMUM OF 18" VERTICAL SEPARATION 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 SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BESAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE,BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALLBE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERSMUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL CORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVESNECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OFWORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BEUSED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF MOUNDS VIEW UTILITY NOTES:4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2013 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION6/13/17CITY SUBMITTAL07/13/17CITY RESUBMITTAL......................BOULEVARD <br />2865-2901 MOUNDS VIEW BLVD / 7980 GROVELAND RD <br />7645 LYNDALE AVE SOUTH <br />MINNEAPOLIS, MN 55423 <br />MWF PROPERTIES <br />PROJECT <br />44263Matthew 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.07/13/1701" = 30'-0"30'-0"15'-0"NREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.CONTRACTOR TO PROVIDE A MINIMUM 24 HOUR NOTICE TO PUBLIC WORKS FOR ALL WORK RELATED TO OR AFFECTING MUNICIPALINFRASTRUCTURE (763-717-4050).2.USE OF MUNICIPAL WATER SUPPLY DURING CONSTRUCTION WILL BE ALLOWED FROM A HYDRANT DESIGNATED BY PUBLIC WORKS NEAR THECONSTRUCTION SITE. THE CONTRACTOR SHALL OBTAIN A HYDRANT METER FROM PUBLIC WORKS TO RECORD WATER USAGE AND PAY THEASSOCIATED DEPOSITS AND FEES FOR THE USE OF THE HYDRANT, METER AND WATER CONSUMPTION.3.CONTRACTOR SHALL COORDINATE HAUL TRUCK ROUTES WITH PUBLIC WORKS PRIOR TO CONSTRUCTION (763-717-4050).4.STREET CLOSURES/DETOURS SHALL BE APPROVED BY PUBLIC WORKS A MINIMUM OF 24 HOURS PRIOR TO BEING PLACED (763-717-4050).5.PUBLIC WORKS TO OPERATE ALL WATER MAIN GATE VALVES. CONTRACTOR IS RESPONSIBLE TO NOTIFY AFFECTED PROPERTY OWNERS ATLEAST 24 HOURS IN ADVANCE OF WATER SUPPLY DISRUPTION. PUBLIC WORKS WILL PROVIDE A MAP OF AFFECTED PROPERTIES FORCONTRACTOR'S USE.6.WET TAPPING OF EXISTING WATER MAIN SHALL BE DONE UNDER SUPERVISION OF PUBLIC WORKS STAFF. CONTRACTOR SHALL COORDINATETHIS WORK AND PROVIDE A MINIMUM OF 48 HOURS NOTICE. OUTSIDE OF NORMAL WORKING HOURS WORK (7:00 AM - 3:00 PM) MAY RESULT INADDITIONAL STAFF TIME CHARGES.