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ϭϮ9809789829DW: 0 <br />%DW: 10%976VV 980972974976978982971VVSVSSSS979.25 FG63+29.5860+0061+0062+0063+002.0%2.0%SVVVVVVV973.20 FG973.20 FG970972974976978969SSSSSSSR1-1180.0' 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=42.4'964.85 TP969.02 TP968.76 TP976.00 TP977.93 TP976.50 TP976.46 TP978.21 TP983.11 TP983.39 TP984.32 TP984.58 TP983.10 TP983.35 TPGRADINGdhZE>EW>Eϱ͘ϭ2:30 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Turn Lane.dwg5/27/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^,dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.DKt^tdEs>KWDEdϭ^d/d/KEŝƚLJŽĨůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0' 50' 100'1"=50'SAWCUT LOCATION (FULL DEPTH)>'E͗TURN ARROW (TYPICAL)STRAIGHT ARROW (TYPICAL)PERMANENT SIGNAGEdhZE>EEKd^͗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 198 of 309