Parks and Recreation Commission Packet 09-11-2024 (4)

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J o p l i n S t N W21 20980 978 982 984 976VV 980972974976978982VVSVSSSSSSSS S S S979.25 FG60+006 1 + 0 0 62+00 63+0063+25.17 2.0% 2.0%SVVVV V V V 973.20 FG973.20 FGR1-1180.0' TURN LANE TAPER300.0' RIGHT TURN LANE STORAGEWHITE PAVEMENT MARKING ARROWS (TYP)(PREFORMED THERMO)4" DOUBLE YELLOW PAINTMAINTAIN/RESTRIPE EX. STRIPING300.0' TURN LANE STORAGE11.0'12.0' 12.0' 12.0'12.0'180.0'R3-8BR3-8B153.7'TIE INTO EXISTING STRIPINGTIE INTO EXISTING STRIPING4" SINGLE WHITE PAINT4" SINGLE WHITE PAINTFULL DEPTH SAW CUTREMOVE "RIGHT TURN ONLY"46.1'R=25'L=38.3'R=25'L=42.4'965.10 TP964.85 TP968.76 TP969.02 TP976.05 TP976.05 TP976.51 TP977.93 TP978.19 TP983.11 TP983.39 TP984.32 TP984.58 TP983.09 TP983.35 TP970.70 TP970.42 TP1954956VV 950 950 948 952 952952.50 FG952.50 FG952.50 FG952.50 FG960 95 6 958 S S S 0+00 1+00 2+00 0.5% 2.0% 2.0%R1-111.0'12.0'12.0'300.0' RIGHT TURN LANE STORAGE12.0' 12.0' 12.0'WHITE PAVEMENT MARKING ARROWS (TYP)(PREFORMED THERMO)4" DOUBLE YELLOW PAINTMAINTAIN/RESTRIPE EX. STRIPING300.0' RIGHT TURN LANE STORAGE180.0' TURN LANE TAPERFULL DEPTH SAW CUT12.0'R3-8BR3-8B180.0'180.0' TURN LANE TAPERREMOVE "RIGHT TURN ONLY"TIE INTO EXISTING STRIPING4" DOUBLE YELLOW PAINT4" SINGLE WHITE PAINTTIE INTO EXISTING STRIPING4" SINGLE WHITE PAINT32.1'R=25'L=40.0'R=25'L=38.6'949.64 TP950.84 TP950.58 TP952.22 TP952.27 TP952.30 TP952.20 TP952.01 TP952.52 TP952.49 TP952.69 TP953.02 TP953.16 TP953.24 TP953.99 TP952.28 TP952.10 TP952.39 TP 12.0' GRADING TURN LANE PLANC5.12:53 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Turn Lane.dwg9/5/2024 DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. MEADOWSWEET BEND DEVELOPMENT City of Elk River, Sherburne County, MN 09/05/2024 24-0120.00 MJM, CJD MJM MJM 1 09/05/2024 REVISION PER CITY REVIEW I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Date: Lic. No. Christopher J. Dahn 5862809/05/2024 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 BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAYENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT.5.LONGITUDINAL PAVEMENT MARKINGS SHALL BE LATEX PAINT. THE TURN ARROWS SHALL BE PREFORMED THERMO.6.EXISTING CONFLICTING PAVEMENT MARKINGS WILL NEED TO BE REMOVED BEFORE FINAL PERMANENT STRIPING IS PLACED.7.DURING CONSTRUCTION, CONFLICTING PAVEMENT MARKINGS WILL NEED TO BE COVERED WITH BLACK REMOVABLE LANE TAPE OR WATER BLASTED AND THEN HAVE PAVEMENT MARKINGS INSTALLED FOR TEMPORARY CENTERLINE DURING CONSTRUCTION.NEW TOP OF PAVEMENT ELEVATION980.50 TPPage 54 of 84