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DRAINAGE AND UTILITYEASEMENT PERCASCADE INDUSTRIALPARKLOT 1BLOCK 1161STAVENUE NW6 :6 :125XXXX X X XXXXXXXXXXX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXXXXXXXXXXFUTURE BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXINFILTRATIONBASININFILTRATION BASINFUTURE RECEIVING YARDFUTUREPARKINGLOTSTEXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X S TO STOSTOSTOSTO FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE POND CATCH BASINRIM=881.74INV.=878.74 (S)18"CATCH BASINRIM=881.73INV.=878.13 (N,S)24"STORM MANHOLERIM=887.79INV.=UNKNOWN24" RCP FESINV.=873.9724 "IE=867.88IE=867.74XXXXXXXXXXXRAIL ROAD TRACKSRAIL ROADCONTROL BOXESFENCE LINE IS ON PROPERTY LINEFENCE LINE IS 0.8' INSIDE OF PROPERTY LINEPREVIOUS PHASE24" FES-405IE=879.00 (W)CBMH-404 (48" Ø)RE=884.87IE=878.33 (E)IE=878.33 (S)SUMP=875.33135 LF-24" STM SWR @ 0.50%24" FES-4039.2 CU YD CLASS III RIPRAPIE=877.44177 LF-24" STMSWR @ 0.50%OCS-401 (48" Ø)RE=882.00IE=879.25 (N)IE=877.25 (S)18" FES-4006.4 CU YD CLASS III RIPRAPIE=874.4271 LF-18" STMSWR @ 4.00%OCS-501 (48" Ø)RE=877.90IE=875.10 (NE)IE=874.60 (SW)18" FES-5006.4 CU YD CLASS III RIPRAPIE=874.0024 LF-18" STMSWR @ 2.46%CBMH-504 (27" Ø)RE=888.70IE=885.70 (NW)18" FES-5036.4 CU YD CLASS III RIPRAPIE=884.50480 LF-18" STM SWR @ 0.25%18" FES-502IE=873.50 (SW)16 LF-18" STMSWR @ 9.87%18" FES-402IE=876.50 (S)18 LF-18" STMSWR @ 15.28%SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OFSANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASPUGUNDERGROUND ELECTRICTUGUNDERGROUND TELEPHONEPOHOVERHEAD ELECTRICTOHOVERHEAD TELEPHONEFOTELEPHONE FIBER OPTICCTVCABLE TELEVISIONCURB AND GUTTERUTILITY LEGEND1.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH 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 OFMINNESOTA.2.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.3.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THECONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.4.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPESOR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.5.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER.THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.6.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.7.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.8.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.9.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PER ASTM D2665. ALL PLASTICSANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTINGCOLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.10.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 LARGERUNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHESIN DIAMETER SHALL MEET REQUIREMENTS OF ASTM 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 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTMA798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED 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 PER MINNESOTA RULES, PART 7560.0150.GENERAL UTILITY NOTESSDTCommon Ground AllianceCall 48 Hours before digging:811 or call811.comN:\0022825.00\DWG\CIVIL\PHASE 2\0022825UT01.DWG 10507/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2UTILITY PLAN 5483207/31/20 JOHN S. BLENKER JSB BCW DWR 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . . ###PROJECT NUMBER: 0022825.00FOR PERMIT APPROVAL0'60'120'180'1" = 60'