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NOTE: TRASH GUARDS SEE DETAIL ST0-12 <br />NOTE: FOR USE WITH PIPE 36' DIA. 0R GREATER <br />UPHILL <br />FILTER <br />FABRIC <br />POST <br />DOWNHILI <br />-1 I-1I1-1111I <br />I III—III-1 11- <br />IMBED 6 <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />MINIMUM TRENCH <br />6' wide by 6" deep <br />INSTALL AS PER FILTER FABRIC <br />MANUFACTURER'S <br />RECOMMENDATIONS <br />SILT FENCE DETAIL <br />NO SCALE <br />APPROVED: <br />1 — 2016 <br />City of 1k�. <br />RAMSEY <br />STANDARD DETAILS: <br />SILT FENCE <br />CITY PLATE No. <br />ERO-1 <br />AB <br />MnDOT B618 <br />SURMOUNTABLE <br />NOTES: <br />BB <br />DRIVEWAY FOR B618 <br />DRIVEWAY FOR SURMOUNTABLE <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 />9 - 2025 <br />City of V-` <br />RAMSEY <br />STANDARD DETAILS: <br />CURB AND GUTTER <br />CITY PLATE No. <br />STR-1 <br />So. <br />GEOTEXTILE FABRIC <br />MINIMUM 6" DEPTH <br />1"-2" WASHED ROCK <br />NOTE, <br />1. MINIMUM CONSTRUCTION ENTRANCE WIDTH EQUAL TO PROPOSED ROADWAY WIDTH <br />2. WIDTH OF RADIUS AS REQUIRED TO ENSURE VEHICLES DO NOT TRACK ONTO <br />PUBLIC ROAD <br />3. MAINTAINENCE AS REQUIRED TO PREVENT TRACKING ONTO PUBLIC ROADS. THIS <br />MAY REQUIRE TOP DRESSING WITH ADDITIONAL ROCK OR REMOVAL AND <br />REINSTALLATION OF THE ENTRANCE AS NEEDED. <br />NOT TO SCALE <br />APPROVED: <br />1 — 2016 <br />STANDARD DETAILS: <br />ROCK CONSTRUCTION ENTRANCE <br />CITY PLATE No. <br />ERO-5 <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" <br />MIN.~ <br />. t <br />i-11F?Ili „II II=I1=11 <br />G111=I =:IL- <br />LLL 15" 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 />J <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 />Notes: <br />1. INSTALLATION OF 4" OF TOPSOIL REQUIRED ACROSS ALL DISTURBED <br />AREAS. <br />2. TOPSOIL IS DEFINED AS BLACK DIRT COMPOSED OF UNCONSOLIDATED <br />MATERIAL, LARGELY UNDECOMPOSED ORGANIC MATTER WHICH IS <br />SUITABLE FOUNDATION FOR VEGETATIVE GROWTH. <br />3. THE COMPOSITION OF TOPSOIL SHOULD CONTAIN NO MORE THAN <br />THIRTY-FIVE PERCENT (35%) SAND CONTENT. <br />APPROVED: <br />7 — 2019 <br />City of tk <br />RAMSEY <br />STANDARD DETAILS: <br />TOPSOIL REQUIREMENTS <br />CITY PLATE No. <br />ERO-6 <br />v <br />OD <br />SP <br />TABU- A <br />F -D CLASS 5 <br />IC1=1CA 10\S <br />1" <br />3/4" <br />3/8" <br />No.4 <br />No.10 <br />N o. 40 <br />No.200 <br />PASSING <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 />SIANDARD ULIAILS, <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />CITY PLATE No. <br />STR-26 <br />(3) 1-I/4' HOLES <br />USE 3-I'BY 1' L-SHAPED <br />BOLTS AND TIE TO REBAR <br />VERTICAL AND HORIZONTAL <br />NOTE BRING CONCRETE HEADWALL <br />UP TO A POINT THAT WILL NOT <br />HINDER THE OPERATION OF THE <br />TRASH GUARD <br />LIGHTWEIGHT SHEET PILE <br />ASTM-A-657, GR. 33&36 <br />Tom/ x,sL� <br />1--1B —H <br />T6.9 LBS PER LINEAL FOOT <br />0.209 NOMINAL THICKNESS <br />2' TYP.H <br />ELEVATION <br />I.— 2 TfP <br />2' TIT. <br />04 EACH FACE <br />II HORIZON <br />TAL <br />AL <br />#3 AT 12" 0 C. <br />STAGGERED <br />VERTICAL <br />N0 SCALE <br />APPROVED: <br />9 — 2016 <br />City of Of <br />RAMSEY <br />SIANDARD DLIAILS: <br />STORM SEWER PILING & <br />CONCRETE END SECTION <br />CITY PLATE No. <br />STO —10 <br />,--- <br />TING DRIVEWAY <br />[MATCH E%ROPE <br />A <br />RIGHT 6 WAY- <br />iN%RB 6 GUTi / <br />AS REQUIRED <br />� <br />\ B' VARIABLE <br />I_G.e. I HAMMON DRIVEWAY WIDTH BOA CIA B.G--j <br />SECTION A -A <br />`:te G...4'„:,''''' <br />r <br />SrD' <br />n.Y z.ere -4 CONCRETE <br />'' <br />DRIVEWAYRIENTRANCE <br />elr MINOLIwe Ina eurrca <br />scc n.v PcnTz srR-zs BITUMINOUS DRIVEWAY ENTRANCE <br />NOTES: <br />1. PANEL WIDTH SHALL NOT EXCEED 10 FT WITHOUT A CENTERLINE CONSTRUCTION JOINT. <br />2. CONCRETE DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. (SEE SPECIAL PROVISIONS <br />FOR CLASS OF CONCRETE.) <br />3 CONCRETE DRIVEWAYS TO BE 6" THICK. <br />4. 15" EXPANSION JOINT, I¢" PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 (REQUIRED <br />WHEN 2 CONCRETE AREAS ARE POURED SEPERATELY.) <br />5. BITUMINOUS DRIVEWAYS MINIMUM 2" THICK, MATCH EXISTING BITUMINOUS PAVEMENT <br />THICKNESS. <br />APPROVED: <br />1 2016 <br />STANDARD DETAILS <br />RESIDENTIAL DRIVEWAY — <br />NO SIDEWALK <br />City off / <br />T V(J RAEY <br />CITY PLATE No. STR-30 <br />DATE <br />REVISION <br />I hereby certify that this plan, specification, or report was prepared <br />by me or under my d erect supervision and that I am a duly Licensed <br />Professional Engineer u$Jer the law of the Stat)f Minnesota <br />Date !'/2/26 Llc No 57095 <br />DESIGNED BY: <br />11F <br />DRAWN BY: <br />11F <br />DATE <br />5/29/26 <br />CHECKED BY: <br />11F <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 />05 <br />OF <br />31 <br />