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GEOGRID OVERLAP DETAIL <br />A <br />D <br />r CULVERT IACEDATDITCH CENTERLINE <br />EDGE OF PAVEMENT/ <br />SLOPE ASREQUIRED <br />8' VARIABLE <br />F <br />MAXIMUM DRIVEWAY WIDTH 30.0. <br />SECTION A —A <br />v E <br />� <br />uc vry mn.z mz-zc CONCRETE DRIVEWAY ENTRANCE <br />RIYIMINOIIS DRIVEWAY ENTRANCE <br />°, =18 <br />GRAVFI DRIVEWAY FNTRANCF <br />I_p <br />NOTES: <br />CENTERLINE 2. CONCRETE DRIVEWAY TO BEONE COURSE CONCRETE PAVEMENT. (SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE.) <br />3. CONCRETE DRIVEWAYS TO BE 6" THICK. <br />A 56" EXPANSION IOINT, 51" PREFORMEDlOINT ILLER MATERIAL, AASHTO M 213 (REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPERATELY ) <br />5. BITUMINOUS DRIVEWAYS MINIMUM 2" THICK, MATCH EXISTING BITUMINOUS PAVEMENT THICKNESS. <br />E GRAVEL DRIVEWAYS USE <br />ODIFIED BASE PER CITY PLATE SW-26, UNLESS SPECIFIED ELSEWHERE <br />T. CULVERTS RE REQUIRED FO BE MINIMUMI5" DIAMETER, REINFORCED CONCRETE PIPE OR CORRUGATED METAL PIPE <br />8. PLACE CULVERT AT THE DITCH CENTERLINE AND AS PER RAN. <br />9 CULVERTS MUST BE PLACED FAR ENOUGH FROM DRIVEWAY PAVEMENT EDGE FOR MRI3 GRADING SLOPE. <br />APPROVED: <br />2 — 2019 <br />STANDARD DETAILS: <br />RESIDENTIAL DRIVEWAY — <br />RURAL SECTION <br />CITY PLATE No. <br />STR-33 <br />NOTES: <br />1. BITUMINOUS SHALL BE SAWCUT <br />AND REMOVED <br />2. CLASS 5 AND BITUMINOUS <br />COURSES SHALL BE <br />MECHANICALLY COMPACTED. <br />3. SEE CITY PLATE STR-26 FOR <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />PROPOSED BIT. <br />PAVEMENT <br />MILL BIT. <br />PAVEMENT <br />2' WIDE X 15" DEEP <br />PLAN VIEW <br />EXISTING <br />BIT. <br />PAVEMENT <br />STEP 1: SAW CUT PAVEMENT (FULL DEPTH) <br />MILL 2' WIDE X 1.5" DEEP <br />REMOVE BIT. PAVEMENT <br />SAWCUT(FULL DEPTH) <br />REMOVE BIT PAVEMENT f MILL BIT PAVEMENT EXISTING BIT PAVEMENT <br />• <br />EXISTING AGGREGATE BASE <br />1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SP W EA340C) <br />TACK COAT <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) <br />4" MODIFIED CLASS 5 AGGREGATE <br />PLACED ON APPROVED SUBG RADE <br />STEP 2: PAVE RASE COURSE. <br />PAVE WEARING COURSE, INCLUDING MIS <br />AREA. <br />SECTION VIEW <br />EXISTING BIT PAVEMENT <br />NOTE: NOT TO SCALE. <br />APPROVED, <br />3 — 2017 <br />City of <br />RAMSEY <br />CITY PLATE <br />No. <br />STR-31 <br />STANDARD <br />DETAILS: <br />STREET TIE—IN <br />STANDARD PLATES <br />THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL <br />APPLY ON THIS PROJECT <br />3000 M <br />REINFORCED CONCRETE PIPE (6 SHEETS) <br />3006 H <br />GASKET JOINT FOR R.C. PIPE (2 SHEETS) <br />3022 C <br />PRECAST CONCRETE SAFETY APRON (3 SHEETS) <br />7100 H <br />CONCRETE CURB & GUTTER (DESIGN B & V) <br />8000 K <br />TEMPORARY CHANNELIZERS (3 SHEETS) <br />STANDARD PLANS <br />5-297.404 <br />PERMANENT EROSION CONTROL - ALONG ROAD, DITCHES, AND FLUMES <br />5-297.405 <br />TEMPORARY SEDIMENT CONTROL - SILT CURTAIN OR SILT FENCE TYPE TB <br />5-297.441 <br />STANDARD CULVERT BEDDING FOR RIGID PIPE <br />18" <br />18"- <br />GEOGRID TYPE 2 <br />1. GEOGRID SHALL BE OVERLAPPED 36-INCHES AS SHOWN. <br />2. MUST BE TIED WITH MECHANICAL CONNECTORS, SPACED <br />MAXIMUM 4-FEET. USE CONNECTORS AS APPROVED BY THE <br />MANUFACTURER. <br />3. GEOGRID WILL BE PLACED PARALLEL TO THE CENTERLINE OF THE <br />ROADWAY. <br />4. INSTALLATION OPERATION MUST NOT CASUE DAMAGE, <br />DISTORTION TO, OR COMPROMISE THE PERFORMANCE OF THE <br />GEOGRID IN ANY MANNER. <br />5. MEASUREMENT IS BY AREA OF GEOGRID PLACED, NO <br />COMPENSATION FOR OVERLAPS AS SPECIFIED. <br />DATE <br />REVISION <br />I hereby certify that this plan, specrficat,on, or report was prepared <br />by me or under my direct supervision and that I am a duly Licensed <br />Professional Engineer uer the law of the Stat(f Minnesota <br />Date /92/26 Llc No 57095 <br />DESIGNED BY: <br />JJF <br />DRAWN BY: <br />JJF <br />CHECKED BY: <br />JJF <br />DATE <br />5/29/26 <br />FILE <br />26-02 <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />CITY DETAILS <br />S.A.P. 199-101-013 / S.A.P. 199-128-001 <br />2026 MSA PAVEMENT OVERLAY IMPROVEMENTS <br />CITY PROJECT NO. 26-02 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />06 <br />OF <br />31 <br />