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Agenda - Council - 09/08/2026
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Agenda - Council - 09/08/2026
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Council
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09/08/2026
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16" BREAK -OFF SECTION <br />II <br />CONCRETE <br />BLOCKING <br />UNDISTURBED <br />SOIL <br />4' RED FLEX MARKER <br />5' <br />6" VALVE <br />6" D.I.P. <br />18"X18"X5" CONC. BASE <br />1 C.Y. OF COURSE GRAVEL <br />f EDGE OF MAT <br />OR BACK OF <br />CURB. <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />NOTES: <br />1. HYDRANT SHALL BE 5-1/4" WB67 WATEROUS PACER OR APPROVED EQUAL. <br />2. HYDRANTS TO BE ORDERED FOR 8'-0" BURY. IN AREAS OF EXTRA DEPTH ON THE <br />WATERMAIN, HYDRANTS EXTENSIONS MAY BE REQUIRED. <br />3. HYDRANTS SHALL BE BLOCKED OR TIED TO THE TEE AT MAIN WITH 2-3/4" DIAMETER TIE <br />RODS. ALL TIE RODS TO BE COAL TAR COATED AFTER INSTALLATION. RESTRAINED JOINT <br />PIPE AND RETAINING GLANDS MAY BE USED. <br />4. TOP NUT OF HYDRANT 2.5' ABOVE TOP BACK OF CURB OR BITUMINOUS SURFACE. <br />5. HYDRANTS BURIED BELOW WATER TABLE, DRAIN HOLES NEED TO BE PLUGGED AND <br />HYDRANT MARKED BY PAINTING 5" CAP YELLOW. <br />6. BRUSH PAINT ALL HYDRANTS AFTER INSTALLATION IS COMPLETE. <br />7. PUMPER NOZZLE .5.75" 0.D. X 4 T.P.I, HOSE NOZZLE 3.06" 0.D. X 7 T.P.I. <br />APPROVED, <br />6 - 2017 <br />City of Imo-` <br />RAMSEY <br />STANDARD DETAILS, <br />HYDRANT <br />CITY PLATE No. <br />WAT-1 <br />SUBSOIL <br />GEOTEXTILE FILTER <br />SECTION B-B <br />RIP RAP <br />SECTION A -A <br />NOTE. NOT TO SCALE <br />NOTES <br />1. ON SLOPES 4(1 OR GREATER, ANCHOR OR STRAIGHT DISKED STRAW MULCH, SEEDED NETTING, GABRIC, OR MATTING SUCH AS EXCELSIOR <br />SHALL BE USED TO STABILIZE DISTURBED SOILS. THESE EXPOSED SOILS MUST BE STABILIZED IMMEDIATELY AFTER GRADING OF SOIL 15 <br />COMPLETE. <br />2 A SKIRTING OF EROSION CONTROL FABRIC OR MULCH MUST BE USEDTO PROTECTOUTLETSAS ILLUSTRATED REGARDLESS OF SLOPE <br />RIP PAP IS CLASS III PLACED IS" THICK <br />4. FOR PIPE GREATER THAN 48" DIAMETER OR Sr SPAN, QUANTITY OF GEOTEXTILE FABRIC AND RIP RAP WILL BE HANDLED IN A CASE 8Y <br />CASE MANNER. <br />S. GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIP RAP MATERIAL <br />RIP RAP AT RCP OUTLETS <br />01A. OF PIPE <br />L <br />tEOiEX11LE <br />18" DEPTH <br />(IN.) <br />(FT,) <br />FABRIC <br />RIP RAP <br />12 <br />8 <br />(5Y) <br />196 <br />ICU VD) <br />44 <br />15 <br />18 <br />8 <br />10 <br />20.8 <br />25.6 <br />4.8 <br />6.4 <br />21 <br />24 <br />10 <br />12 <br />27.4 <br />33.4 <br />7.1 <br />9.2 <br />27 <br />30 <br />12 <br />14 <br />35.2 <br />4L6 <br />99 <br />12.3 <br />36 <br />42 <br />16 <br />18 <br />50.5 <br />57.8 <br />158 <br />18.7 <br />40 <br />20 <br />66,5 <br />22.2 <br />RIP RAP AT RCP -A OUTLETS <br />SPAN <br />OF PIPE <br />GEOTETILE <br />FABRIC <br />18" DLP1H <br />RIP RAP <br />(IN.) <br />(FT) <br />(SY) <br />(CU VC) <br />22 <br />28 <br />10 <br />12 <br />25 6 <br />33.2 <br />6.1 <br />8.5 <br />36 <br />43 <br />14 <br />16 <br />41.5 <br />50.5 <br />11.2 <br />14.3 <br />51 <br />58 <br />18 <br />20 <br />57.5 <br />65.2 <br />16.9 <br />19 8 <br />APPROVED: <br />9 - 2016 <br />City of h-\ <br />RAMSEY <br />STANDARD DETAILS: <br />RIP -RAP <br />CITY PLATE No <br />ERO-3 <br />DATE <br />REVISION <br />6/11/26 <br />CITY REVIEW NO.1 <br />A 5 FT. GREEN CARSONITE <br />MARKER SHALL BE <br />INSTALLED NEXT TO ALL <br />STRUCTURES NOT IN A <br />PAVED OR HARD SURFACE. <br />CASTING SEE <br />CITY PLATE NO. SEW-2 <br />RAP OUTSIDE OF RINGS <br />WITH WATER TIGHT <br />PRODUCT <br />SHIMS USED FOR <br />LEVELING SHALL BE <br />METAL OR CONCRETE. <br />RUBBER WATERPROOF <br />GASKETS REQUIRED <br />FOR PIPE INSERTS <br />MANHOLE INVERT <br />SHALL BE SLOPED <br />TO PROVIDE <br />SMOOTH FLOW <br />FROM INLET TO <br />OUTLET. <br />NOTES: <br />1. A 10 GAGE SOLID COPPER TRACER WIRE IS REQUIRED WITH ALL SEWER LINES. <br />2. CONDUCTIVITY IS REQUIRED ON ALL TRACER WIRE. <br />3. TRACER WIRES ARE TO END IN STRUCTURES, AT FINISHED GRADE ON ALL SERVICES AND <br />STUBS. <br />4. 6" BASE FOR ALL MANHOLES LESS THAN 14 FT. OF DEPTH, INCREASE BASE THICKNESS <br />2" PER 6 FT. OF DEPTH BEYOND 14 FT. <br />5 5" PRECAST BASE MAY BE USED FOR MANHOLES LESS THAN 14 FT. DEEP. <br />6. ALL INVERTS TO BE 0.10' ABOVE OUTLET, <br />A <br />3 <br />SECTION A -A <br />PRE AST ECCENTRIC <br />REDUCER SECTION <br />16"O.C. - <br />GROUT BOTTOM TO SLOPE <br />TOWARD PIPE AS SHOWN <br />BY ARROWS. <br />FORM 1/2 PIPE SECTION OF <br />LARGEST DIAMETER PIPE <br />CONCRETE ADJUSTMENT RINGS <br />MAX 7-2" RINGS TO BE <br />INSTALLED. <br />MIN. 2-2" RINGS TO BE <br />INSTALLED. <br />GROUT BETWEEN RINGS. <br />ALL INTERIOR JOINTS SHALL <br />BE GROUTED TO A SMOOTH <br />FINISH. <br />STEPS AS PER STANDARD <br />PLATE OR DETAIL <br />WALLS TO BE CONSTRUCTED <br />OF PRECAST SECTIONS, <br />JOINTS SHALL BE <br />CONSTRUCTED WITH <br />CONFINED 0-RING GASKETS. <br />CONCRETE SLAB <br />STANDARD DETAIL <br />APPROVED, <br />1 - 2016 <br />City of t` <br />RAMSEY <br />STANDARD DETAILS, <br />SANITARY MANHOLE <br />CITY PLATE No. <br />SEW-1 <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 />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly fTicensed Prof espional Engineer under the laws <br />of the Statdl of Minrksota. <br />RAI J.JOCHUM, P.E. <br />Date5-18-26 Lic. No 23461 <br />DESIGNED BY: <br />CJJ <br />DRAWN BY: <br />IDM <br />86010 BY: <br />TAE <br />FRAME <br />24" <br />27 9S6 <br />35 TV" <br />SECTION A -A <br />Y-1 <br />CROWN <br />(3) STACKING LUGS <br />® 120' APART <br />_1 <br />COVER <br />25 5" <br />1 3fe" <br />-v <br />SECTION B-B <br />MATCH GROOVE <br />IN LID SEAT FOR 14" <br />DIA. POLYSCPRENE GASKET <br />40 DUROVETER <br />B <br />(2) C.I. <br />LIFT HANDLES <br />" <br />1 <br />7 <br />SEE SELF <br />SEAL DETAIL <br />SELF SEAL DETAIL <br />NOTE: NOT TO SCALE <br />APPROVED: <br />11 - 2015 <br />STANDARD DETAILS: <br />WATER TIGHT CASTING <br />CITY PLATE No. <br />SEW-2 <br />PRECAST REINFORCING: <br />SINGLE LINE STEEL WIRE <br />FABRIC HAVING AN AREA <br />OF NOT LESS THAN 0.12 <br />SQ INCH PER FOOT OF <br />HEIGHT. <br />o_ <br />0 <br />U <br />, SLOPE :i PER FOOT <br />1 -- -_- I <br />CASTING <br />RAP OUTSIDE OF RINGS <br />WITH WATER TIGHT PRODUCT <br />WALLS TO BE PRECAST <br />PRECAST OPENINGS <br />AS REQUIRED <br />CONE <br />1-4' 0" MAXI <br />5' 2" <br />SHALLOW STORM SEWER MANHOLE OR CATCH BASIN <br />0 <br />27 DIA. <br />SLOPE 1" <br />PER FOOT <br />3"- 3 7 <br />CASTING <br />RAP OUTSIDE OF RINGS <br />WITH WATER TIGHT PRODUCT <br />WALLS TO BE PRECAST <br />SECTION OR CONCRETE <br />MANHOLE BLOCK. <br />PRECAST OPENINGS <br />AS REQUIRED <br />CIRCULAR <br />NOTES. SHALLOW STORM SEWER MANHOLE OR CATCH BASIN <br />1. MANHOLE INVERT SHALL BE SLOPED TO PROVIDE A SMOOTH FLOW FROM INLET TO OUTLET. <br />2. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR 5" PRECAST SLAB. <br />3. CONCRETE ADJUSTING RINGS TO BE INSTALLED MAX 7-2" RINGS, MIN 2-2" RINGS. <br />4. GROUT BETWEEN RINGS <br />5. SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE. <br />6. A 10 GAGE SOLID COPPER TRACER WIRE IS REQUIRED WITH ALL SEWER LINES. <br />7. CONDUCTIVITY IS REQUIRED ON ALL TRACER WIRE <br />8. TRACER WIRED ARE TO END IN STRUCTURES, AT FINIHED GRADE ON ALL SERVICES AND <br />STUBS. <br />APPROVED: <br />6 - 2008 <br />City of V <br />RAMSEY <br />STANDARD DETAILS: <br />STORM AREA INLET <br />CITY PLATE No. <br />STO-2 <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />WILDLIFE RESEARCH ADDITION <br />UPHILL <br />FILTER <br />FABRIC <br />POST <br />IIIL_I_I <br />MBED 6" <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />DOWNHILL <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 />STANDARD DETAILS: <br />SILT FENCE <br />CITY PLATE No. <br />ERO-1 <br />CASTING PER PLAN <br />WRAP OUTSIDE OF <br />RINGS WITH WATER <br />TIGHT PRODUCT <br />SHIMS USED FOR <br />LEVELING SHALL BE <br />METAL,CONCRETE OR <br />PLASTIC <br />WALLS TO BE <br />CONSTRUCTED OF <br />PRECAST SECTIONS. <br />JOINTS SHALL BE <br />CONSTRUCTED WITH <br />CONFINED 0-RING <br />GASKETS. <br />CONCRETE SLAB <br />GROUT FLOW LINE <br />AS SHOWN ABOVE <br />NOTES: <br />1. MANHOLE INVERT SHALL SLOPED TO PROVIDE A SMOOTH FLOW FROM INLET TO OUTLET <br />2. INSPECTION OF MANHOLE REQUIRED BEFORE BACKFILLING <br />3. ALL INLET INVERTS TO BE 0.10 ABOVE OUTLET INVERTS UNLESS OTHERWISE NOTED <br />4. A 10 GAUGE SOLID COPPER TRACER WIRE IS REQUIRED WITH ALL STORM LINES. <br />5. CONDUCTIVITY IS REQUIRED ON ALL TRACER WIRE <br />6. STEPS ARE REQUIRED IF STRUCTURE FROM THE CASTING TO THE INVERT IS GREATER <br />THAN 4 FEET <br />7. TRACER WIRES ARE TO END IN STRUCTURES, AT FINISHED GRADE ON ALL SERVICES <br />AND STUBS <br />GROUT BOTTOM TO SLOPE TOWARD <br />PIPE AS SHOWN BY ARROWS <br />SECTION A -A <br />L <br />ECCENTRIC <br />REDUCER <br />SECTION <br />16"0.C. <br />GROUT DOG <br />tourdHOUSE <br />3 <br />5 4 m <br />STANDARD DETAIL <br />1 <br />A <br />FORM 1/2 PIPE SECTION OF <br />LARGEST DIAMETER PIPE <br />CONCRETE ADJUSTING RINGS <br />MAX. 7-2" RINGS TO BE <br />INSTALLED MIN. 2-2" RINGS TO <br />BE INSTALLED GROUT BETWEEN <br />RINGS <br />ALL INTERIOR JOINTS SHALL BE <br />GROUTED TO A SMOOTH FINISH <br />STEPS AS PER STANDARD PLATE <br />4180J OR DETAILS <br />MANHOLE INVERT SHALL BE <br />SLOPED TO PROVIDE SMOOTH <br />FLOW FROM INLET TO OUTLET <br />APPROVED: <br />1 - 2016 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />STORM MANHOLE <br />CITY PLATE No. <br />STO-3 <br />DETAILS <br />CITY OF RAMSEY, MINNESOTA <br />2165.12 <br />
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