4.1. PCSR 07-28-2020 - Laserfiche WebLink

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XXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX XXXXXXXXXXXXXFUTURE BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPXDRAINAGE AND UTILITYEASEMENT PERCASCADE INDUSTRIALPARKLOT 1BLOCK 1161ST AVENUE NW6 :6 :125XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXX X X XXXXXXXINFILTRATIONBASININFILTRATION 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 PHASE15" FES-404IE=877.53 (W)STMH-403 (48" Ø)RE=885.05IE=877.04 (E)IE=877.04 (S)SUMP=874.04139 LF-15" STM SWR @ 0.35%15" FES-4024.8 CU YD CLASS III RIPRAPIE=876.41180 LF-15" STMSWR @ 0.35%CBMH-401 (27" Ø)RE=881.24IE=878.00 (S)12" FES-4004.4 CU YD CLASS III RIPRAPIE=876.0048 LF-12" STMSWR @ 4.20%OCS-103 (48" Ø)RE=877.40IE=871.50 (SW)15" FES-1024.8 CU YD CLASS III RIPRAPIE=871.0056 LF-15" STMSWR @ 0.89%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:OFFOR PERMIT APPROVAL0'60'120'180'1" = 60'SANEXISTINGPROPOSEDSANITARY 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, MINNESOTA PLUMBING CODE, AND INACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.2.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNEROR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.3.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS 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 OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATETHE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.5.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS AREREQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGSREQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.6.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 HAVEJOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.7.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.8.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWAC900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.9.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OREQUIVALENT, WITH 4 INCHES 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 BEINSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALLBE TESTED ACCORDING TO MINNESOTA 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, PERASTM 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-INCHES IN DIAMETER SHALL MEETREQUIREMENTS 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 ASTM A798. CMP MAY NOT BEINSTALLED 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 MINNESOTA PLUMBING CODE, PART 707.3. STORMSEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA 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 10506/19/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2UTILITY PLAN 5483206/19/20 JOHN S. BLENKER JSB BCW DWR 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 . . . . REVISED PER PARCEL RECONFIGURATION . . . . 60'PROJECT NUMBER: 0022825.00