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J <br />o <br />p <br />l <br />i <br />n <br /> <br />S <br />t <br /> <br />N <br />W21 <br />192020980990982 <br />984 <br />986 <br />988 <br />972 <br />974 <br />976 <br />9 <br />7 <br />8VV <br />972974976970 <br />972 <br />974 <br />976973.20 FG973.20 FGSVSSSSS978S <br />S <br />S <br />SSSS978.20 FG9905 <br />9 <br />+ <br />0 <br />0 <br />6 <br />0 <br />+ <br />0 <br />0 <br />61+00 <br />62+00 <br />62+73.24 <br />SH <br />E <br />E <br />T <br /> <br />4 <br />. <br />5 <br />R1-1RIGHT <br />TURN <br />LANE180.0' TURN LANE TAPER260.0' RIGHT TURN LANE STORAGEWHITE PAVEMENT MARKING ARROWS (TYP)(PREFORMED THERMO)4" DOUBLE YELLOW PAINTMAINTAIN EX. STRIPINGWATCH FOR <br />TURNING <br />VEHICLES <br />W14-X2 (ALTERED)100.0'11.5' <br />12.0' <br />12.0' <br />12.0' <br />12.0' <br />11.0'1954956VV <br />950 <br />950 <br />952 <br />952952.50 FG952.50 FG952.50 FG952.50 FG960 <br />95 <br />6 <br />95 <br />6 <br />958 <br />S <br />S <br />S <br />S <br />953.18 TP953.01 TP952.66 TP952.42 TP952.78 TP952.94 TP9509524:1 <br />0+00 1+0 0 <br />2+00 <br />3+ <br />0 <br />0 <br />SHEET 4.1 <br />R1-111.0' <br />12.0' <br />12.0'100.0'345.4' NEW ASPHALT SECTION (MATCH EXISTING)12.0' <br />12.0' <br />11.0' <br />12.0' <br />WATCH FOR <br />TURNING <br />VEHICLES <br />W14-X2 (ALTERED)RIGHT <br />TURN <br />LANEWHITE PAVEMENT MARKING ARROWS (TYP)(PREFORMED THERMO)4" DOUBLE YELLOW PAINTMAINTAIN EX. STRIPING300.0' RIGHT TURN LANE STORAGE180.0' TURN LANE TAPERFULL DEPTH SAW CUTGRADING <br />TURN LANE PLANC5.16:14 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Turn Lane.dwg8/5/2024 <br />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 />MEADOWSWEET BEND <br />DEVELOPMENT <br />City of Elk River, Sherburne County, MN <br />08/05/2024 <br />24-0120.00 <br />MJM, CJD <br />MJM <br />MJM <br />I hereby certify that this plan, specification, or <br />report was prepared by me or under my direct <br />supervision and that I am a duly Licensed <br />Professional Engineer under the laws of the <br />State of Minnesota. <br />Signed: <br />Date: Lic. No. <br />Christopher J. Dahn <br />5862808/05/2024 NSCALE:0'50'100'1"=50'SAWCUT LOCATION (FULL DEPTH)LEGEND:TURN ARROW (TYPICAL)STRAIGHT ARROW (TYPICAL)PERMANENT SIGNAGETURN LANE NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEENEXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THEPLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDINGTHE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICHMAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANYCHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACTLOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCINGWORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT SILT AND DEBRIS RUN-OFF DURING GRADINGOPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITHEXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEETEXISTING GRADES ALONG STREETS, PROPERTY LINES, ANDDRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAINTO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OFANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED.SEEDING: 25-141 MIX (59 LB/AC)MULCH: TYPE 1, DISK ANCHORED6.LONGITUDINAL PAVEMENT MARKINGS SHALL BE LATEX PAINT. THETURN ARROWS SHALL BE PREFORMED THERMO.7.EXISTING CONFLICTING PAVEMENT MARKINGS WILL NEED TO BEREMOVED BEFORE FINAL PERMANENT STRIPING IS PLACED.8.DURING CONSTRUCTION, CONFLICTING PAVEMENT MARKINGS WILLNEED TO BE COVERED WITH BLACK REMOVABLE LANE TAPE ORWATER BLASTED AND THEN HAVE PAVEMENT MARKINGSINSTALLED FOR TEMPORARY CENTERLINE DURINGCONSTRUCTION.Page 97 of 111