4.1. PCSR 07-28-2020 - Laserfiche WebLink

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STEXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X S TO STOSTOSTOSTO IE=867.88IE=867.74XXXXXXXXXXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX XXXXXXXXXXXXXFUTURE BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPX125XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXX X X XXXXXXXINFILTRATIONBASININFILTRATION BASINFUTURE RECEIVING YARDFUTUREPARKINGLOT100% OPAQUE, 8' TALL, GREEN INCOLOR, SCREEN AND SECURITYFENCING. SEE DETAIL SI35 (TYP)PREVIOUS PHASESTORAGE BLOCK(TYP.)DRIVE LANE(TYP.)R60'WETLAND BOUNDARY25' WETLAND BUFFER (TYP.)45' WETLAND SETBACK (TYP.)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'·EXISTING ZONINGI3 - GENERAL INDUSTRIAL·PROPOSED ZONINGI3 - GENERAL INDUSTRIAL·BUILDING GROSS SIZE12,800 SFOFFICE 6,400 SFSHOP6,400 SF·PARKING SPACE/DRIVE AISLE9' WIDE X 20' LONG, 24' AISLE·PARKING RATIO REQUIREMENTCITY OF ELK RIVEROFFICE1 SPACE / 300 SF OF BLDGSHOP1 SPACE / 500 SF OF BLDGOFFICE(6,400/300)21.3 SPACESSHOP(6,400/1000)12.8 SPACESTOTAL SPACES REQUIRED:34.1 SPACES·PARKING PROVIDED:65 SPACESSITE DEVELOPMENT SUMMARY1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.2.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.3.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.4.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS,RAMPS, AND TRUCK DOCKS.5.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.6.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROLDEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALLBE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICESSHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTIONAND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES.GENERAL SITE NOTESPROPERTY LINEBUILDING SETBACK LINEEASEMENT LINECURB AND GUTTERPOND NORMAL WATER LEVELCONCRETE PAVEMENTNUMBER OF PARKING STALLSEXISTINGPROPOSEDFENCEXXGRAVEL SURFACINGSTANDARD DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5 PARKING SETBACK LINEHEAVY DUTY BITUMINOUS PAVEMENTCommon Ground AllianceCall 48 Hours before digging:811 or call811.comN:\0022825.00\DWG\CIVIL\PHASE 2\0022825SP01.DWG 10306/19/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2SITE 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