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OHEOHElSPILT RAIL FENCE 55lll <br />OHEOHE OHE OHE OHE OHE OHE OHE OHE <br />OHEOHE OHE OHE OHE OHEUGE956.36956.95956.53960955 <br />958959961962957 <br />956 <br />PROPERTY INFORMATIONTOTAL PROPERTY AREA 0.61 ACDISTURBED AREA0.06 ±AC OR 2,200 SFDISTURBED SOIL VOLUME120 ±CYEXISTING IMPERVIOUS AREA0.24 ACPROPOSED IMPERVIOUS AREA0.24 ACPROPOSED SITE LEGENDCONCRETE PAVEMENTCHAINLINK FENCE0'20'40'NOTES:1.ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE,EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESSOTHERWISE NOTED.2.CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIORTO CONSTRUCTION.3.ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR.4.ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW INCOLOR.5.ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, ANDSIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITYREQUIREMENTS.6.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIESDURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TOAVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.7.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.8.CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTEPLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.9.CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLANFOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.11.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWNHEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLESURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FORFIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANYEXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGEDDURING CONSTRUCTION.12.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%CROSS SLOPE IN WALKABLE AREAS.13.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OFCONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OFIN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.14.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENTEDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA.15.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.16.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTILTHE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED ANDSTABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USEDWITHIN INFILTRATION AREAS.17.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS& GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.18.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIEDUTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATEUTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.125' CONCRETE DRIVE APRONFENCE TO MATCH EXISTINGMATCH INTO EXISTING CLASS V DRIVEWAY PAVEMENT SECTIONGRADE BREAKMATCH INTO EXISTING BOULEVARDKEY NOTES:PLOTTED:FILE NAME:4-26-2024SIGNATURE04-29-2024PROJECT NUMBER:DATE ISSUED:DRAWN BY:CHECKED BY:REVISIONS:PROJECT NAME:09623003SHEET NO:DATESHEET NAME:09623003-C-Base-Proposed.dwgLICENSE #I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER IN THE STATE OFMINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSGKDRJKORONO, MN.OronoEquipmentGarage AdditionCONSULTANTS:NOTES:6163304-29-2024SITE ANDGRADING PLANC201LIVINGSTON AVENUEBLAINE AVENUELYRIC AVENUE222GRADING LEGEND= EXISTING MAJOR CONTOUR= EXISTING MINOR CONTOUR= EXISTING CONTOUR LABEL= PROPOSED MAJOR CONTOUR= PROPOSED MINOR CONTOUR= PROPOSED CONTOUR LABEL= EXISTING SPOT ELEVATION*= PROPOSED SPOT ELEVATION*= PROPOSED SURFACE FLOW DIRECTION*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHERREVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED.100XX.XX34533334536'14.66' <br />217