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Agenda - Council - 09/08/2026
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Agenda - Council - 09/08/2026
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Meetings
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Meeting Type
Council
Document Date
09/08/2026
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C <br />m <br />N <br />3 <br />0 <br />z <br />a <br />C, <br />z <br />c, <br />z <br />ao <br />N <br />N <br />8 <br />N N <br />a/ <br />C <br />S W <br />Lv <br />rna <br />a' <br />DATE <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 <br />MINIMUM OF <br />2' ABOVE <br />GROUND LINE <br />AND MARKED <br />WITH GREEN <br />PAINT <br />MAIN 13' DEEP OR LESS <br />GROUND LINE <br />GRANULAR BEDDING <br />SDR-26 <br />PVC PIPE (TYP.) <br />.02'/FT- -, <br />WYE AT 10 OR 2 <br />O'CLOCK POSITION <br />MAIN MORE THAN 13' DEEP <br />GROUND LINE <br />GRANULAR BEDDING <br />SDR-26 <br />PVC PIPE (TYP.) <br />45° BENDS <br />5'MIN. <br />MAY REQUIRE A RISER AT THE END <br />TO GET SEWER OUT OF THE WATER <br />TABLE <br />WYE AT100R2 <br />O'CLOCK POSITION <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 WWW.MRWA.COM) <br />APPROVED SDR-26 <br />ADAPTER <br />22 1/2° BEND <br />LENGTH <br />VARIES 'z <br />APPROVED: <br />1- 2024 <br />STANDARD DETAILS: <br />SANITARY SEWER SERVICE <br />CITY PLATE No. <br />SEW-3 <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 PRODUCE <br />5 <br />3'i H <br />3 <br />1 24" X 36" I <br />11 1 <br />1 SLOPE 1" <br />PER FOOT <br />l <br />T-6„ X 4'-B" <br />STEPS PER STAN DA <br />PLATES 41801 <br />SLOPE 1' <br />PER FOOT <br />Min. 5'-3" <br />CASTING <br />WRAP OUTSIDE OF <br />WITH WATERTIGHT <br />PRODUCT <br />WALLS TO BE PRECAST <br />SECTION OR CONCRETE <br />MANHOLE BLOCK <br />PRECAST 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 />PRECAST OPENINGS AS <br />REQUIRED <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 />City of V- <br />RAMSEY <br />STANDARD DETAILS: <br />CATCH BASIN <br />CITY PLATE No. <br />STO-1 <br />REVISION <br />16" BREAK -OFF SECTION <br />TRACER WIRE BOX l <br />UNDISTURBED <br />SOIL <br />PLASTIC <br />LAYER <br />CONCRETE <br />BLOCKING <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 />8. 12 GAUGE COPPER CLAD STEEL TRACER WIRE IS REQUIRED WITH ALL WATER LINES (FOR <br />DETAILED INFO. REFER TO MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE <br />SPECIFICATION AT WWW.MRWA.COM) <br />5' FIBERGLASS RED/WHITE HYDRANT MARKER WITH SPRING <br />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 />6" VALVE <br />6" D.I.P. <br />CONC. BLOCK BASE <br />1 C.Y. OF COURSE GRAVEL <br />I U <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN, INSULATE IF <br />LESS THAN 24" <br />APPROVED: <br />1- 2024 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />HYDRANT <br />CITY PLATE No. <br />WAT-1 <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 OR APPOVED EQUAL. <br />a. Dana.."] <br />„ it Ioxm.]7 - r„"LMTVJ <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 f/ <br />RAMSEY <br />STANDARD DETAILS: <br />STORM WATER CASTING <br />CITY PLATE No. <br />STO-4 <br />I hereby certify that this p an, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly icensed Prof es8ional Engineer under the laws <br />of the Statdl of Minrksota. <br />RWIG J. JCfDHUM, P.E., P.E. <br />Date 8/6 f 26 Lic. No 23461 <br />DESIGNED P. <br />CJJ <br />DWI BY: <br />IDM <br />0E110 BY: <br />CJJ <br />CURB BOX <br />OPERTY LINE <br />C- <br />HEIGHT OF <br />CURB BOX <br />TO BE <br />ADJUSTED <br />TO <br />PROPOSED <br />GRADING <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 />FILL AS <br />NECESSARY <br />WATERMAIN <br />SANITARY SEWER <br />WATER SERVICE <br />NTS <br />MIN.4""T" <br />TYPE <br />FENCE <br />POST <br />PAINTED <br />BLUE <br />CURB BOX <br />APPROVED: <br />3 - 2022 <br />City of r <br />RAMSEY <br />STANDARD DETAILS: <br />WATER SERVICE <br />CITY PLATE No. <br />WAT-2 <br />ROADWAY <br />HL STRUCTURE <br />DISTANCE TO FACE OF CURB <br />THEN SUBTRACT -0.73' TO Q OF 48" STRUCTJRE. <br />SEE CHART FOR <br />OTHER DIA MH's <br />12,2. <br />TY <br />TYPE ° PRECAST CONC <br />SLAB W/ OFFSET 2'x3' <br />OPENING <br />VARIES <br />0.:48 <br />0 <br />U <br />co <br />CO <br />0 <br />w <br />24 <br />9" <br />(TYP) <br />9" <br />0 MH .,X„ <br />48" <br />0.73 <br />54" <br />0.98 <br />60" <br />1.23 <br />66" <br />1.48 <br />72" <br />1.73 <br />78" <br />1.98 <br />84" <br />2.23 <br />90" <br />2.48 <br />96" <br />2.73 <br />102" <br />2.98 <br />108" <br />3.23 <br />120" <br />3.73 <br />132" <br />4.23 <br />144" 4.73 <br />168" 5.73 <br />* BASED ON <br />NEENAH NO <br />3246 CSTG <br />SEE STD PLATE 4020 FOR <br />'K CBMH DETAILS. <br />** PROVIDE 27" DIA OPENING <br />FOR STORM NH WITH <br />R-1733 CASTINGS. <br />(TYP) <br />8" <br />VARIES <br />APPROVED: <br />4 - 2005 <br />City of (t <br />RAMSEY <br />STANDARD DETAILS: <br />SLAB TOP MANHOLE COVER <br />CITY PLATE No. <br />STO-5 <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 />SCOOTER'S COFFEE <br />7" LONG COPPER JUMPE <br />TRIP SIZED TO CARRY <br />600 AMPS <br />WELD TO PIPE <br />2 - SILICON BRONZE 5/16"x3/4" <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: DO 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 AMPS <br />3 1/4" LONG PIPE <br />STRIP, WELD TO PIPE <br />LOOSE GLAND <br />CONNECT TO BOLT HEAD <br />LEAD TIP GASKET <br />BELL END <br />TEE HEAD BOLTS <br />MECHANICAL JOINT <br />APPROVED: <br />1 - 2016 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />JOINT CONNECTION <br />CITY PLATE No. <br />WAT-4 <br />FRAME <br />SECTION A -A <br />COVER <br />26 V <br />CROWN 1 ifs" <br />I I <br />(3) STACKING LUGS <br />CL 120' APART <br />SECTION B-B <br />(2) C.I. <br />LIFT HANDLES <br />7 <br />SEE SELF <br />SEAL DETAIL <br />Xa <br />MATCH GROOVE <br />IN LID SEAT FOR Y*" <br />DIA. POLYSCPRENE GASKET <br />40 DUROVETER <br />SELF SEAL DETAIL <br />NOTE. NOT TO SCALE <br />APPROVED: <br />2 - 2019 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />WATER TIGHT CASTING <br />CITY PLATE No. <br />STO-14 <br />DETAILS <br />CITY OF RAMSEY, MINNESOTA <br />5261.01 <br />
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