5.2. PCSR 11-26-2019 - Laserfiche WebLink

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DRAINAGE AND UTILITY EASEMENT DRAINAGE ANDUTILITY EASEMENTOUTLOT A LOT 1 BLOCK 1 162ND AVENUE NW 161ST AVENUE NW (502.19)(1321.85)(210.02)(213.53)(507.05)XXXXXXX X X X X X X X X X X XXXXXXX X X XXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXX X X XXXXXXPROPOSED BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPINFILTRATION BASININFILTRATIONBASINSTORWMATERPONDCBMH-404 (27" Ø)RE=884.74IE=881.74 (W)CBMH-403 (48" Ø)RE=885.05IE=881.70 (E)IE=881.70 (S)SUMP=878.706 LF-12" STMSWR @ 0.75%15" FES-4024.8 CU YD CLASS III RIPRAPIE=878.50192 LF-15" STMSWR @ 1.67%12" FES-501IE=876.00 (S)12" FES-5004.4 CU YD CLASS III RIPRAPIE=875.7636 LF-12" STMSWR @ 0.67%CBMH-601 (27" Ø)RE=877.92IE=873.00 (N)12" FES-6004.4 CU YD CLASS III RIPRAPIE=871.90245 LF-12" STM SWR @ 0.45%OCS-800 (48" Ø)RE=876.50IE=870.66 (NW)STMH-701 (48" Ø)RE=878.92IE=871.33 (N)24" FES-7009.2 CU YD CLASS III RIPRAPIE=871.1153 LF-24" STMSWR @ 0.40%CBMH-401 (27" Ø)RE=881.50IE=878.00 (S)12" FES-4004.4 CU YD CLASS III RIPRAPIE=876.0048 LF-12"STM SWR @4.20%ST EXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXSTOSTOSTOSTO STOSTOSTOSTOFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEPONDPOND PONDWETLANDSTOSTOSTOSTO STO STO12" PLASTIC CULVERTINV.=870.7712" PLASTIC CULVERTINV.=870.31 STM MANHOLERIM=876.88INV.=871.68 (S,E,W)CATCH BASINRIM=876.79INV.=872.04 (N)18"CATCH BASIN RIM=881.74 INV.=878.74 (S)18"CATCH BASIN RIM=881.73 INV.=878.13 (N,S)24"STORM MANHOLE RIM=887.79 INV.=UNKNOWN 24"24" PLASTIC FESINV.=871.07 24" RCP FES INV.=873.97 24" PRE V I O U S P H A S EREMOVE FLARED ENDSECTION & 103 LF OFSTORM PIPEREMOVE 56LF OFSTORM PIPESHEET NUMBER:VERTICAL SCALE:DATE:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPREPARED FOR:N:\0022825.00\DWG\CIVIL\PRELIM\0022825UT01.DWG 85ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2UTILITY PLANCOPART ELK RIVER: PHASE 210/28/195483210/28/19JOHN S. BLENKERFOR PERMIT APPROVAL© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'..........60'12' or 6'PROJECT NUMBER: 0022825.00EXISTINGPROPOSEDSANITARY SEWERSTORM SEWERWATER MAINEASEMENT LINEPROPERTY LINEHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASUNDERGROUND ELECTRICUNDERGROUND TELEPHONEOVERHEAD ELECTRICOVERHEAD TELEPHONETELEPHONE FIBER OPTICCABLE TELEVISIONCURB AND GUTTERUTILITY LEGEND1.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALLBE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THECURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BYTHE CITY ENGINEERS ASSOCIATION OF MINNESOTA.2.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.3.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.4.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICELINE CONSTRUCTION WITH THE UTILITY COMPANIES.5.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THEJOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TOCONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.6.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS ORCONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.7.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.8.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATERLINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 ANDINSTALLED PER AWWA C605 IF ALLOWED BY CITY.9.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OFCOVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4INCHES OF THICKNESS.10.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC)SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321.SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLORTO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.11.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER,CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA RULES, PART 7560.0150.GENERAL UTILITY NOTES