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8828838848818818828828828 <br />8 <br />3 <br />884VVVVVVVVVVVVSTR=15'L=23.6'18.0' <br />113.5'60.0'158 LF B612 CURB & GUTTER8,926 SF BITUMINOUS PAVEMENTPROPOSED INFILTRATION BASIN100 YR HWL = 879.36EOF = 880.002,500 SF EROSION CONTROL BLANKET3' CURB TAPER FROM RIBBONCURB TO FULL CURB13 LF VALLEY GUTTER8 CY RIPRAPEOF = 880.0063 LF PRO. 12"Ø HDPE @ 0.75%6,700 SF TURF ESTABLISHMENT (TYP.)SFSFSFSFSFSFSFSFSFSFSFSFSFSF <br />160 LF SILT FENCE, TYPE MS145 LF SILT FENCE, TYPE MS10.1'10.0'11.9'10.4'9.0'19.2'24.0'PROPOSED MH 109RIM = 881.32PRO. INVERT (WEST) = 876.50CONNECT TO EXISTING 36"PERF. HDPE (EAST) = 876.03EXISTING MH 108RIM = 882.90INVERT = 876.033' CURB TAPERCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE <br />SITE PLAN212:20 PM N:\Projects Current\24-0158.00 Cornerstone ER 11-32-26\Engineering\CAD Files\24-0158.00 Site Base.dwg7/29/2024 <br />PROPOSED TURF ESTABLISHMENTPROPOSED BITUMINOUS PAVEMENTCONCRETE CURB AND GUTTER - B612LEGEND:SITE PLAN NOTES:1.PAINTED PAVEMENT MARKING DIMENSIONS ARE SHOWN TO FACE OFCURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB.2.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPEDPARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.3.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONOF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.4.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TOTHE START OF CONSTRUCTION.5.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY,COUNTY AND STATE REGULATIONS.6.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.7.LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS &SPECIFICATIONS.8.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOTDESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THEEROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHERAREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TORECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131.9.WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BECUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGEDOR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL ATJOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SODSURFACE TO BE FLUSH WITH EXISTING.PROPOSED STORM SEWER MANHOLENSCALE:0'10'20'1"=10'DESCRIPTIONDATENO. <br />REV <br />FILE NO.: <br />DWG FILE: <br />CHECKED BY: <br />DRAWN BY: <br />DESIGN BY: <br />DATE: SHEET NO.LAND SURVEYING <br />CIVIL ENGINEERING <br />ENVIRONMENTAL SERVICES <br />13076 FIRST STREET, BECKER, MN 55308-9322 <br />TEL: 763-262-8822 FAX: 763-262-8844 <br />BOGART, PEDERSON <br />& ASSOCIATES, INC. <br />CORNERSTONE KIA <br />OF ELK RIVER <br />City of Elk River, Sherburne County, MN <br />7/29/2024 <br />24-0158.00 <br />CJD <br />MVW <br />MVW <br />NO <br />T <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N STPROJECT BOUNDARYPROPOSED PAINTED PARKING STRIPEPROPOSED STORM SEWER PIPEVV <br />PROPOSED GRADING LIMITSPROPOSED EROSION CONTROL BLANKETPROPOSED SILT FENCE, TYPE MSSFPage 52 of 111