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1/2" R <br />SLOPE <br />3/4"PER FT SURMOUNTABLE <br />DISTANCE TO VARIABLE <br />3"R <br />SLOPE <br />3/4" PER FT <br />MnDOT B618 <br />1/2" R <br />1/2" R <br />SLOPE 1/2" R <br />1 3/4"PER FT <br />DRIVEWAY FOR B618 <br />1/2" R <br />SLOPE 1/2" R <br />1"PER FT <br />ti <br />SLOPE <br />3/4"PER FT <br />DRIVEWAY FOR SURMOUNTABLE <br />NOTES: <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 <br />RAMSEY <br />STANDARD DETAILS: <br />CURB AND GUTTER <br />CITY PLATE No. <br />STR-1 <br />VOD <br />S <br />D <br />TABL- A <br />IPI-S CLASS 5 <br />-CIF CAT 0\ S <br />7. PASSING <br />1" <br />3/4" <br />3/8" <br />No.4 <br />No.10 <br />N o. 40 <br />N o. 200 <br />100 <br />90 — 100 <br />50 — 80 <br />35 70 <br />20 — 60 <br />10 — 35 <br />5 — 10 <br />NOTES: <br />1. THE AGGREGATE BASE CONSTRUCTION WILL BE ACCEPTED FOR PAYMENT <br />IN ACCORDANCE WITH THE PROVISIONS IN TABLE A. <br />2. IF THE AGGREGATE BASE FAILS TO MEET THE REQUIREMENTS OF TABLE <br />A THE MATERIAL CAN BE CORRECTED IN PLACE OR REMOVED AND <br />REPLACED WITH MATERIAL THAT MEET THE REQUIREMENTS OF TABLE A. <br />3. IN THE EVENT THAT RECYCLED MATERIAL IS USE IT MUST MEET MNDOT <br />REQUIREMENTS FOR RECYCLED BASE. <br />APPROVED, <br />2 - 2003 <br />SIANDARll BLIAILS: <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />CITY PLATE No. <br />STR-26 <br />PROPERTY LINE <br />MIN. 1' Or Yz" EXPANSIONS BACK OF WALK <br />JOINT <br />f- <br />6' <br />VARIABLE <br />L <br />W BOULEVARD PER' <br />+ PLAN* W o r• W <br />PLAN <br />X" STEEL BULLNOSE <br />EDGES AND ALL JOINTS <br />A <br />BACK OF CURB <br />6" THICK UNREINFORCED <br />5 CONCRETE WALK <br />�I T �1 (TI I IL1 <br />REPARED SUBGRADE <br />SECTION A -A <br />NOTE: <br />0 BROOM FINISH CONCRETE WALK SURFACE <br />0 MAXIMUM 100 FOOT SPACING BETWEEN EXPANSION JOINTS <br />® 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 lk <br />RAMSEY <br />STANDARD DETAILS: <br />CONCRETE SIDEWALK <br />CITY PLATE No. <br />STR-3 <br />EDGE DFPAVEMENT <br />/ <br />r CULVERT: PLACEDAT DITCH LINE <br />SLOPE AS "REQUIRED <br />1 <br />MAXIMUM DRIVEWAY WIDTH 30.IY <br />SFCTION A -A <br />CONAEIE PAVEIMMT <br />CONCRETE DRIVEWAY ENTRANCE <br />®INSE� o. <br />na-e6 'RI VINOUS DRIVEWAY ENTRANCE <br />GRAVE, nRI VFW,V ENTRANCE <br />NOTES: <br />1 PANEL WIDTH SHALL NOT EXCEED 10 FT WITHOUT A 2. CONCRETE DRIVEWAYCENTERLINE TO BEONE COURSE CONCRETE PAVEMENT. (SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE.) <br />3. CONCRETE DRIVEWAYS TO BE 6" THICK. <br />4 %"EXPANSION IOINT,75" PREFORMEDIOINT FILLER MATERIAL, AASHTOM 213 (REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPERATELY) <br />5. BINMIN WS DRIVEWAYS MINIMUM 2" THICK, MATCH EXISTING BITUMINOUS PAVEMENT THICKNESS. <br />5. GRAVEL DRIVEWAYS USE <br />ODIFIED BASE PER <br />Y PLATE SDI-26, UNLESS SPECIFIED ELSEWHERE <br />T. CULVERTS ARE REQUIRED FO BE MINIMUM 15' DIAMETER, REINFORCED CONCRETE PIPE 0R CORRUGATED METAL PIPE <br />R. PLACE CULVERT AT THE DITCH CENTERLINE AND AS PER PLAN. <br />9 CULVERTS MUST BE PLACED FAR ENOUGH FROM DRIVEWAY PAVEMENT EDGE FOR MAX 1:3 GRADING SLOPE. <br />APPROVED: <br />2 - 2019 <br />STANDARD DETAILS: <br />RESIDENTIAL DRIVEWAY - <br />RURAL SECTION <br />CITY PLATE No. <br />STR-33 <br />s-1.0' VARIABLE <br />MATCH EXISTING DRIVEWAY <br />y <br />-\ ` <br />PROPERTY LINE <br />- 1.0' VARIABLE <br />1� <br />�6.O SIDEWALK <br />6" CONCRETE WALK <br />THROUGH DRIVEWAY <br />2% <br />r6.0 SIDEWALK I <br />SLOPE AS REQUIRED <br />m <br />a <br />� <br />3.0' Fr.y- <br />EXISTING CONCRETE <br />6" CONCRETE <br />A CONCRETE• <br />DRIVEWAY <br />CURB <br />VARIABLE <br />4 <br />• <br />MAXIMUM DRIVEWAY WID 1H 2O.Oy <br />A <br />T <br />REFER TO DETAIL STIR-1 BULL -VINOUS <br />DRIVEWAY FOR 6618 — <br />�— 3 0' F7 <br />PAVEMENT_ <br />24" —mI <br />4" CLASS 5 MODIFIED BASE <br />SECTION A —A <br />CONCRETE DRIVEWAY ENTRANCE <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 />2 - 2004 <br />` <br />City 7of{( / <br />STANDARD DETAILS, <br />RESIDENTIAL DRIVEWAY <br />CITY PLATE No. STR-19 <br />SAWCUT <br />BITUMINOUS AND <br />CURB AND REMOVE <br />MILL WEAR <br />AFTER BASE <br />PATCH <br />INSTALLED <br />— CURB REMOVED AND <br />REPLACED <br />12 <br />MIN. <br />18" MIN. <br />IIEIIWI <br />= T I-`-III-I <br />11E 111I [Il=ffll <br />III YI-IYI-Iil III <br />1 5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) <br />- TACK COAT <br />- 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 />City of <br />RAMSEY <br />STANDARD DETAILS: <br />STREET PATCHING STANDARDS <br />CITY PLATE No, <br />STR-25 <br />DATE <br />REVISION <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under my direct supervision and that I am a duly Licensed <br />Professional Engineer u ertheyyw <br />las ofthe St of Minnesota <br />JOE FE RT CEK <br />Date 0 21/25 <br />LIc No 57095 <br />DESIGNED BY: <br />11F <br />DRAWN BY: <br />11F <br />DATE <br />03/21/25 <br />CHECKED BY: <br />11F <br />FILE <br />25-03 <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. 199-106-012 / S.A.P 199-107-010 <br />ALPINE DRIVE RECONSTRUCTION <br />CITY PROJECT NO. 25-03 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />09 <br />OF <br />84 <br />