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3 <br />v <br />r <br />3 <br />0 <br />z <br />0 <br />z <br />z <br />Eo <br />DATE <br />o <br />N w <br />I� a <br />Q Y <br />WOOD <br />MARKER AT <br />ALL SERVICES <br />MINIMUM OF <br />2' ABOVE <br />GROUND LINE <br />AND MARKED <br />WITH GREEN <br />PAINT <br />WOOD <br />MARKER AT <br />ALL SERVICES [ o <br />MINIMUM OF <br />2' ABOVE <br />GROUND LINE <br />AND MARKED <br />WITH GREEN <br />PAINT <br />GRANULAR BEDDING <br />ADAPTER <br />2221/2° BEND <br />WYE AT 10 OR 2r7-1 <br />O'CLOCK POSITION <br />MAIN MORE THAN 13' DEEP <br />GROUND LINE <br />GRANULAR BEDDING <br />SDR-26 <br />PVC PIPE (TYP.) <br />LENGTH <br />MAY REQUIREARISERATTHEEND VARIES <br />TO GET SEWER OUT OF THE WATER <br />TABLE <br />WYEAT10OR2 <br />O'CLOCK POSITION <br />APPROVED SDR-26 <br />ADAPTER <br />22 1/2" BEND <br />NOTES: <br />1.12 GAUGE COPPER CLAD STEEL TRACER WIRE IS REQUIRED WITH ALL SEWER LINES (FOR <br />DETAILED INFO. REFER TO MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE <br />SPECIFICATION AT W W W.MRWA.COM) <br />APPROVED: <br />1- 2024 <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 />WRAP OUTSIDE OF <br />RINGS WITH WATER <br />TIGHT PRODUCT <br />MAIN 13' DEEP OR LESS <br />GROUND LINE <br />SDR-26 <br />PVC PIPE (TYP.) <br />City of V <br />RAMSEY <br />SLOPE 1" <br />PER FOOT <br />4,-6„X4"-R" <br />STEPS PER STANDARD <br />PLATES4180J <br />SLOPE 1" <br />PER FOOT <br />3""•I i- <br />1 <br />' <br />Min. 5'-3" <br />STANDARD DETAILS: <br />SANITARY SEWER SERVICE <br />PLATE No. <br />SEW-3 <br />CASTING <br />WRAP OUTSIDE OF <br />WITH WATERTIGHT <br />PRODUCT <br />WALLS TO BE PRECAST <br />lSECTION OR CONCRETE <br />MANHOLE BLOCK <br />fPRECAST OPENINGS AS <br />REQUIRED <br />RECTANGULAR <br />CASTING <br />WRAP OUTSIDE OF <br />RINGS WITH WATER <br />TIGHT PRODUCT <br />WALLS TO BE PRECAST <br />SECTION OR CONCRETE <br />MANHOLE BLOCK <br />PRECASTREQUIRED OPENINGS AS <br />CIRCULAR <br />NOTES: <br />1. MANHOLE INVERT SHALL 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, SHIMS SHALL BE METAL, CONCRETE OR PLASTIC <br />5. INSPECTION OF MANHOLE REQUIRED BEFORE BACKFILLING <br />6. A 12 GAUGE COPPER CLAD STEEL TRACER WIRE IS REQUIRED WITH ALL STORM LINES <br />7. CONDUCTIVITY IS REQUIRED ON ALL TRACER WIRE <br />8. TRACER WIRES ARE TO END IN STRUCTURES, AT FINISHED GRADE ON ALL SERVICES AND STUBS <br />9. STEPS ARE REQUIRED IF STRUCTURE FROM THE CASTING TO THE INVERT IS GREATER THAN 4 FEET <br />APPROVED: <br />1-2024 <br />REVISION <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />CATCH BASIN <br />CITY PLATE No. <br />STO-1 <br />16" BREAK -OFF SECTION <br />TRACER WIRE BOX <br />\...- UNDISTURBED <br />SOIL <br />PLASTIC <br />LAYER <br />5' <br />I OR AS SHOWN ON PLANS <br />2.6" <br />5' FIBERGLASS RED/WHITE HYDRANT MARKER WITH SPRING <br />0.35' <br />VALVE BOX <br />6" VALVE <br />6" D.I.P. <br />CONCRETE L CONC. BLOCK BASE 18" MINIMUM SEPARATION <br />BLOCKING FROM SANITARY SEWER <br />NOTES: 1 C.Y. OF COURSE GRAVEL TO WATERMAIN, INSULATE IF <br />1. HYDRANT SHALL BE 5-1/4" WB67 WATEROUS PACER OR APPROVED EQUAL <br />2. 24" <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"O.D.X4T.P.I,HOSE NOZZLE 3.06"O.D.X7T.P.I. <br />8. 12 GAUGE COPPER CLAD STEEL TRACER WIRE IS REQUIRED WITH ALL WATER UNES (FOR <br />DETAILED INFO. REFER TO MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE <br />SPECIFICATION AT W W W.MRWA.COM) <br />f EDGE OF MAT <br />OR BACK OF <br />CURB. <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN, INSULATE IF <br />LESS THAN 24" <br />o)I <br />APPROVED: <br />1-2024 <br />City of r\� <br />RAMSEY <br />NOTE: SURMOUNTABLE CURB & GUTTER <br />1. CATCH BASIN CASTING SHALL BE NEENAH <br />R-3501TB (BICYCLE SAFE) OR APPROVED EQUAL <br />2. FOR CATCH BASINS ADJACENT TO RADIUS, USE <br />NEENAH R-3067V ORAPPOVED EQUAL ' ] <br />• 3p• LE .."t <br />33. Mann] <br />"1 <br />3 ,3A: [00mm] <br />[loud.] AAA re. ON.a MS sw ME SECTION <br />NOTE: B 618 CURB & GUTTER <br />1. CATCH BASIN CASTING SHALL BE NEENAH <br />R-3067V (BICYCLE SAFE) OR APPROVED <br />EQUAL. <br />APPROVED: <br />12 - 2025 <br />City of <br />RAMSEY <br />!,1 <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 icensed Profes,Tional Engineer under the laws <br />of the Stat of Min sofa. <br />naAN II4 <br />Date 8/6y26 <br />HUM, P.E., P.E. <br />DESIGNED BY: <br />CJJ <br />DRAWN BY: <br />IDM <br />CHECKED BY <br />Lic. No 23461 CJJ <br />1 U <br />STANDARD DETAILS: <br />HYDRANT <br />CITY PLATE No. <br />WAT-1 <br />Nor m.4 <br />TT <br />STANDARD DETAILS: <br />STORMWATER CASTING <br />CRY PLATE No. <br />STO-4 <br />CURB BOX <br />EIGHT OF <br />CURB BOX <br />TO BE <br />ADJUSTED <br />TO <br />PROPOSED <br />I+J GRADING <br />0 <br />COPPER WATER <br />SERVICE PROVIDE <br />SOME SLACK TO <br />ALLOW FOR <br />SETTLEMENT. <br />SUPPORT CURB BOX <br />WITH CONC. BRICK (TYP) <br />APPROVED' <br />3 - 2022 <br />FILL AS <br />NECESSARY <br />WATERMAIN <br />SANITARY SEWER <br />WATER SERVICE <br />NTS <br />City of <br />RAMSEY <br />MIN.4""T" <br />TYPE <br />FENCE <br />POST <br />PAINTED <br />BLUE <br />CURB BOX <br />STANDARD DETAILS' <br />WATER SERVICE <br />ITT PLATE No. <br />WAT-2 <br />CE ROADWAY CE STRUCTURE <br />DISTANCE TO FACE OF CURB <br />THEN SUBTRACT -0.73' TO Q OF 48• STRUCT RE. <br />* SEE CHART FOR <br />OTHER DIA MH's <br />002" <br />TYPE • PRECAST CONC. <br />SLAB W/ OFFSET 2'X3' <br />OPENING <br />VARIES <br />0.48 <br />L, <br />U <br />02 <br />0 <br />L,J <br />24 <br />B" <br />DYP) <br />9- <br />0MH "X" <br />0.73 <br />0.98 <br />1.23 <br />1.48 <br />1.73 <br />1.98 <br />2.23 <br />2.48 <br />2.73 <br />2.98 <br />3.23 <br />3.73 <br />4.23 <br />4.73 <br />5.73 <br />• BASED ON <br />NEENAH NO <br />3246 CSTG <br />48" <br />54" <br />60" <br />66" <br />72" <br />78" <br />84" <br />90" <br />96" <br />102" <br />108" <br />120" <br />132" <br />144" <br />168" <br />SEE STD PLATE 4020 FOR <br />* CBMH DETAILS. <br />** PROVIDE 27" DIA OPENING <br />FOR STORM MH WITH <br />R-1733 CASTINGS. <br />(TYP) <br />APPROVED: <br />4 - 2005 <br />Hakanson Anderson <br />VARIES <br />City of t/L- <br />RAMSEY <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 />STANDARD DETAILS: <br />SLAB TOP MANHOLE COVER <br />TY PLATE No. <br />STO-5 <br />SCOOTER'S COFFEE <br />7" LONG COPPER JUM <br />TRIP SIZED TO CARRY <br />600 AMPS <br />WELD TO PIPE <br />2 - SILICON BRONZE 5/16""3/4" <br />HEX HEAD BOLT & NUT <br />3 1/4" LONG PIPE STRIP <br />WELD TO PIPE <br />BELL END <br />PUSH ON JOINT <br />NOTE: D0 NOT PASS CURRENT THROUGH PIPE <br />UNLESS PIPE IS FULL OF WATER. <br />ALTERNATE METHOD BY AMERICAN CAST -IRON <br />USING 4 COPPER CONTACT STRIPS IS AN <br />APPROVED EQUAL TO ABOVE <br />10' LONG COPPER JUMPER <br />STRIP SIZED TO CARRY <br />600 MIPS <br />3 1/4" LONG PIP <br />STRIP, WELD TO PIPE <br />APPROVED: <br />1 - 2016 <br />FRAME <br />24" <br />27 1 " <br />35 iis- <br />LOOSE GLAND <br />CONNECT TO BOLT HEAD <br />LEAD TIP GASKET <br />MECHANICAL JOINT <br />City of V\ <br />RAMSEY <br />SECTION A -A <br />APPROVED: <br />2 - 2019 <br />STANDARD DETAILS: <br />JOINT CONNECTION <br />PLATE No. <br />WAT-4 <br />(2) C.I. <br />LIFT HANDLES <br />COVER <br />25 0" <br />CROWN 1 3{s 16" <br />II o -r <br />(3) STACKING LUGS <br />0 120' APART <br />City of <br />RAMSEY <br />SECTION B-B <br />SEE SELF <br />SEAL DETAIL <br />MATCH GROOVE <br />IN LID SEAT FOR Y." I- Y- 4" <br />DIA. POLYSCPRENE GASKET Y, <br />40 DUROVETER <br />DETAILS <br />SELF SEAL DETAIL <br />NOTE: NOT TO SCALE <br />STANDARD DETAILS: <br />WATER TIGHT CASTING <br />CITY PLATE No. <br />STO-14 <br />CITY OF RAMSEY, MINNESOTA <br />5261.0 <br />