Laserfiche WebLink
NO PARKINGNO PARKINGNO PARKINGNO PARKING <br />NO PARKINGNO PARKING 14NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGUGEUGEUGEUGE UGE <br />UGE <br />UGE <br />UGE <br />UGE <br />UGE <br />UGE UGE UGE UGE UGE UGE <br />UGEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE <br />OHEOHEOHEOHEOHEOHE <br />OHE OHE OHE OHE OHE OHE OHEllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 983982 <br />985 <br />986 <br />987988989990 <br />991 <br />992 <br />9 <br />9 <br />3 llllll991.75992.07991.82985.08987.42987.42987.54987.54984.70984.40985.29990.83991.05991.19991.33991.43991.48991.57991.89991.73991.69991.76991.73991.73991.72991.69985.11985.08985.07985.03986.55989.79989.62989.35990.38990.54990.64990.70990.56990.48990.13989.94989.63989.15985.16985.07984.77984.58984.73984.86988.44988.94989.66990.54989.95989.95989.91989.84990.77990.65990.60990.50992.14992.35992.46992.71992.83992.64992.54992.24991.55991.22991.05990.98990.60990.56990.19990.96991.02990.50990.45990.21990.25991.65988.37987.54987.54987.42987.36988.80990.08990.08992.24987.39987.50BW987.50BW987.50991.94TW985.00BW991.94TW988.94BW991.94TW985.22991.35993.76990.05984 9849 <br />8 <br />5 9859 <br />8 <br />6 986987 987988 <br />989 <br />990-2.18%-5.41%-3.04%GRADING 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 ELEVATION AT TOP OF WALL= PROPOSED ELEVATION AT BOTTOM OF WALL= PROPOSED SURFACE FLOW DIRECTION= CONSTRUCTION LIMITS= FEMA FLOOD ZONE*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TOFLOWLINE, UNLESS OTHERWISE NOTED.100NOTES:1.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.2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%CROSS SLOPE IN SIDEWALK AREAS.4.DRIVEWAY SLOPES SHALL BE BELOW 10% IN ALL DIRECTIONS.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, ANDSHALL NOT EXCEED 2.00% SLOPE IN ALL DIRECTIONS.5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OFCONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OFIN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.7.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.8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDYHAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDYINCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THESTORMWATER MANAGEMENT BMP(S). THE CONTRACTOR SHALL REVIEWTHE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCALREQUIREMENTS.9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS& GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.11.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.XX.XX BW12MATCH INTO EXISTING BITUMINOUS PAVEMENTMATCH INTO EXISTING CONCRETEMATCH INTO EXISTING CURB & GUTTERMATCH INTO LIP OF EXISTING CURB & GUTTERGRADE BREAKADA PEDESTRIAN RAMP (SEE DETAILS)DRIVE APRONCONCRETE STEPS 1' TREAD WIDTH & 7" RISERS345KEY NOTES:670'40'80'HUDSON BLVD NC301GRADING PLANBENCHMARK 1: TOP NUT HYDRANTLOCATED SOUTH WEST CORNER OF SITE ENTRANCE. ELEV:978.12BENCHMARK 2:LOCATED SOUTHERN MOST CURB ISLAND IN THE NORTHERN PARKING LOT.ELEV:993.58BENCHMARK 3:LOCATED NORTH SIDE OF NORTHERN PARKING LOT . ELEV:995.61BENCHMARK INFO:3133333188XX.XX TWXX.XX4442DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-9091ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITION <br />PROPOSED ADDITION: <br />8650 HUDSON BLVD, LAKE ELMO, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTIONOF THE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE:LICENSE #:PRINTED NAME:GRIFFIN K. DEMPSEY6163304-15-26GRADE BREAKWETLANDNWL=978.20 (PER AMIRA SMS 5/5/23)100-YR HWL=981.65 (PER AMIRA SMS 5/5/23)EXISTING PONDNWL = 974.40100-YR HWL = 976.31GRADE BREAK PROPOSED HEIGHT: 50.50'LOWEST FLOOR ENTRY: 992.27PROPOSED FFE: 992.27'