5.2. PCSR 11-26-2019 - Laserfiche WebLink

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ST EXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXSTOSTOSTOSTO STOSTOSTOSTOSTO STO STO STO STO STO 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 BASININFILTRATIONBASINSTORWMATERPOND100% OPAGUE, 8' TALL, GREEN INCOLOR, SCREEN AND SECURITYFENCING. SEE DETAIL SI35 (TYP)18'24'40'24'18'18151517R60'28'PRE V I O U S P H A S ESTORAGE BLOCK(TYP.)DRIVE LANE(TYP.)WETLAND BUFFER(TYP.)WETLAND SETBACK(TYP.)RECEIVING YARDSHEET 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\0022825SP01.DWG 83ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2SITE 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: 0022825.00·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 THIS PLANARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONSPRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEERSHOULD 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 ADJACENT PROPERTIES.GENERAL SITE NOTESPROPERTY LINEBUILDING SETBACK LINEEASEMENT LINECURB AND GUTTERPOND NORMAL WATER LEVELCONCRETE PAVEMENTNUMBER OF PARKING STALLSSITE LIGHTINGEXISTINGPROPOSEDFENCEGRAVEL SURFACINGSTANDARD DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5 PARKING SETBACK LINEHEAVY DUTY BITUMINOUS PAVEMENT