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N <br />0 <br />-1 <br />", DISTANCE TOVARIABLE <br />00 <br />ry <br />11 <br />CO <br />171/2" 101/2" <br />SLOPE <br />3/4"PER FT SURMOUNTABLE <br />NOTES: <br />1/2" R <br />SLOPE <br />5_ I 1 3/4"PER FT <br />10" <br />16" <br />DRIVEWAY FOR B618 <br />1/2" R <br />SLOPE <br />1"PER FT <br />SLOPE <br />3/4"PER FT <br />DRIVEWAY FOR SURMOUNTABLE <br />1/2" R <br />N. <br />1/2" R <br />1. ON WEAR COURSE MILL THE EXISTING BITUMINOUS 1.5" BY 24" IN FRONT OF THE REPLACEMENT CURB. <br />(INCIDENTAL TO CURB REPLACEMENT) <br />2. ON BASE COURSE SAW CUT AND REMOVE EXISTING BITUMINOUS 18" IN FRONT OF THE REPLACEMENT CURB. <br />(INCIDENTAL TO CURB REPLACEMENT) <br />APPROVED: <br />10 - 2024 <br />City of #i< <br />RAMSEY <br />STANDARD DETAILS: <br />CURB AND GUTTER <br />CITY PLATE No. <br />STR-1 <br />SURMOUNTABLE CURB <br />& GUTTER DETAIL <br />NOT TO SCALE <br />MIN. 1' <br />6' <br />VARIABLE <br />Y2" EXPANSION <br />JOINT <br />d <br />B - <br />W W W W W * <br />sP BOULEVARD PER* <br />W W PLAN W W <br />4' 4' 4- 4, 4, 4, <br />P LA N <br />Y2" STEEL BULLNOSE <br />EDGES AND ALL JOINTS <br />y � <br />A <br />PROPERTY LINE <br />BACK OF WALK <br />BACK OF CURB <br />6" THICK UNREINFORCED <br />CONCRETE WALK <br />e <br />I el I I <br />PREPARED SUBGRADE <br />SECTION A -A <br />NOTE: <br />0 BROOM FINISH CONCRETE WALK SURFACE <br />02 MAXIMUM 100 FOOT SPACING BETWEEN EXPANSION JOINTS <br />0 1/2" EXPANION JOINT MEETING MNDOT SPEC 3702. PROVIDE ONE PIECE <br />OF FILLER FOR THE ENTIRE DEPTH AND WIDTH OF THE JOINT <br />NOT TO SCALE <br />APPROVED: <br />10 - 2015 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />CONCRETE SIDEWAL-< <br />CITY PLATE No. <br />STR-3 <br />CONCRETE SIDEWALK <br />NOT TO SCALE <br />W:\2025\Civil\12256081 - Brookside Terrace\3. Working Docs\C. Drawing Files\1XXXXX - C500 Details.dwg <br />)-1.0' VARIABLE MATCH EXISTING DRIVEWAY <br />� A PROPERTY LINE <br />r 1.0' VARIABLE <br />±60'SIDEWALK <br />I I <br />6" CONCRETE WALK <br />THROUGH DRIVEWAY <br />2% II <br />I <br />6.0' SIDEWALK <br />I <br />SLOPE AS REQUIRED <br />w <br />J <br />CO <br />Q <br />CT <br />O <br />00 <br />3.0' FT. <br />\ EXISTING CONCRETE <br />6"CONCRETE <br />i <br />a <br />° 4 . <br />DRIVEWAY CONCRETEa °_4 <br />° ° <br />VARIABLE <br />-- <br />- <br />CURB <br />a ° <br />' <br />MAXIMUM DRIVEWAY WIDTH <br />Y <br />REFER TO DETAIL STR-1 <br />DRIVEWAY FOR B618 <br />2O.0' <br />L <br />LA <br />Man."""""""" <br />INOU <br />PAV <br />3.0' FT. <br />M NT////// <br />----_________v <br />24" <br />4" CLASS <br />CO\CETE <br />5 MODIFIED <br />SECTION <br />DRIVEWAY <br />BASE <br />A -A <br />E\TA\CE <br />NOTES: <br />1. PANEL WIDTH SHALL NOT EXCEED 10 FT. WITHOUT A CENTERLINE CONSTRUCTION <br />JOINT. <br />2. DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. <br />(SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE.) <br />3. GUTTER TO BE PAVED INTEGRAL WITH DRIVEWAY. <br />4. 6" THICK FOR RESIDENTIAL. 8" THICK FOR COMMERCIAL DRIVEWAYS AND ALLEYS. <br />5. 1/2" EXPANSION JOINT, 1/2" PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 <br />(REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELY.) <br />APPROVED:` <br />STANDARD DETAILS: <br />2 - 2004 <br />City of (. <br />RESIDENTIAL_ DRIVEWAY <br />RAMSEY <br />I CITY PLATE No, STR-19 <br />CONCRETE DRIVEWAY <br />ENTRANCE <br />NOT TO SCALE <br />SAWCUT <br />BITUMINOUS AND <br />CURB AND REMOVE <br />MILL WEAR <br />AFTER BASE <br />PATCH <br />INSTALLED <br />12" <br />MIN. <br />18" MIN. <br />.IIIII.I- <br />CURB REMOVED AND <br />REPLACED <br />- 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) <br />TACK COAT <br />L 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C; <br />4" MODIFIED CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />NOTES: <br />1. BITUMNOUS SHALL BE SAWCUT AND REMOVED AFTER CURB IS <br />REPLACED. <br />2. CLASS 5 AND BITUMINOUS COURSES SHALL BE MECHNICALLY <br />COMPACTED. <br />3. SEE CITY PLATE STR-26 FOR MODIFIED CLASS 5 SPECIFICATIONS. <br />APPROVED: <br />3 - 2022 <br />STANDARD DETAILS: <br />STREET PATCHING STANDARDS <br />CITY PLATE No. <br />STR-25 <br />BITUMINOUS <br />PAVEMENT SECTION <br />NOT TO SCALE <br />TIE LAST 3 JOINTS ON INLET AND OUTLET. <br />IF NO APRON IS USED TIE THE LAST 3 SECTIONS <br />OF PIPE. <br />USE 2 TIE BOLT FASTENERS PER JOINT <br />INSTALLED AT 60 FROM TOP OR BOTTOM <br />OF PIPE. <br />USE 5/8" TIE FOR PIPE SIZES 12" TO 27". <br />USE 3/4" TIE FOR PIPE SIZES 30" TO 66". <br />USE 1" TIE FOR PIPE SIZES OVER 72". <br />NUTS AND WASHERS ARE NOT REQUIRED ON <br />PIPE SIZE LESS THAN 21". <br />TRASH GUARDS WILL BE REQUIRED ON 18" OR <br />LARGER PIPE. <br />SIZE OF PIPE BARS BOLTS "0" <br />12" TO 18" 3/4" 5/8" 4" <br />21" TO 42" 1" 3/4" 6" <br />48" TO 72" 1-1/4" 1" 12" <br />PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. <br />HOT DIP GALVANIZE AFTER FABRICATION. <br />FLARED END <br />SECTION DETAIL <br />NOT TO SCALE <br />SLOPE INSTALLATION <br />(5cm-12 5cm) <br />(30 cm)-1 <br />12" <br />(15 cm) <br />• • • <br />• <br />?*i <br />7 <br />(15 cm) <br />0 <br />1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY <br />APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELLO -SEED DO NOT SEED PREPARED AREA. <br />CELLO -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. <br />2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH <br />APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's <br />WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND <br />COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF <br />RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES <br />SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. <br />3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE <br />AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN <br />APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES <br />SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. <br />4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON <br />RECP's TYPE. <br />5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE <br />3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's <br />WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE <br />NECESSARY TO PROPERLY SECURE THE RECP's. <br />EROSION CONTROL BLANKET <br />NOT TO SCALE <br />z <br />0 <br />0 <br />z <br />0 <br />0 <br />0 <br />0 <br />z <br />:;,_r' <br />z <br />J <br />NW <br />0_ <br />z <br />w0 <br />o I- z <br />-U� <br />D > <br />(D <br />0 (f) < <br />12 z ° <br />0o O <br />U <br />U <br />0 <br />1- <br />U <br />a) <br />0 <br />o- <br />Wz <br />U� <br />< w <br />L.L 12 2 <br />W <br />W <br />p 0 <br />CO <br />") W <br />F- <br />O� <br />° O <br />M <br />12 L4' <br />W L) <br />I hereby certify that this plan, <br />specifications or report was prepared <br />by me or under my direct supervision <br />and that I am a duly Licensed <br />Professional Engineer under the laws <br />of the State of Minnesota. <br />First M. Last, P.E. <br />Date: 08.13.25 Lic. No.: 25520 <br />Rev. Date Description <br />08.13.25 City Comments <br />Project #: 12256081.000 <br />Drawn By: TRK <br />Checked By: TJH <br />Issue Date: 08.13.25 <br />Sheet Title: <br />DETAILS <br />Sheet: <br />