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Agenda - Council - 05/27/2025
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Agenda - Council - 05/27/2025
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Council
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05/27/2025
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A5 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 WITH <br />WATER TIGHT PRODUCT <br />SHIMS USED FOR LEVELING <br />SHALL E METAL OR [f^cTcrc[� TA SMOOTH FINISHALL O <br />R JOINTS SHALL BE <br />CONCRETE GROUTED O <br />SECTION A -A <br />GROUT BOTTOM TO SLOPE <br />TOWARD PIPE AS SHOWN BY <br />ARROWS <br />FORM 1/2 PIPE SECTION OF <br />LARGEST DIAMETER PIPE <br />CONCRETE ADJUSTMENT RINGS <br />MAX 7-2" RINGS TO BE INSTALLED <br />MIN. 2-2" RINGS TO BE INSTALLED <br />GROUT BETWEEN RINGS. <br />RUBBER WATERPROOF <br />GASKETS REQUIRED FO <br />PIPE INSERTS <br />MANHOLE INVERT <br />SHALL BE SLOPED TO <br />PROVIDE SMOOTH <br />FLOW FROM INLET TO <br />OUTLET <br />A <br />6" <br />STEPS AS PER STANDARD PLATE OR <br />DETAIL <br />WALLS TO BE CONSTRUCTED OF <br />PRECAST SECTIONS, JOINTS SHALL <br />BE CONSTRUCTED WITH <br />CONFINED 0-RING GASKETS <br />CONCRETE SLAB <br />NOTES: STANDARD DETAIL <br />1. 12 GAUGE COPPER CLAD STEEL TRACER WIRE IS REQUIRED WITH ALL SEWER LINES (FOR DETAILED INFO. <br />REFER TO MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE SPECIFICATION AT W W W.MR WA.COM) <br />2. 6" BASE FOR ALL MANHOLES LESS THAN 14 FT. OF DEPTH, INCREASE BASE THICKNESS 2" PER 6 FT. OF <br />DEPTH BEYOND 14 FT <br />3. 5" PRECAST BASE MAY BE USED FOR MANHOLES LESS THAN 14 FT. DEEP <br />4. ALL INVERTS TO BE 0.10' ABOVE OUTLET <br />APPROVED: <br />1-2024 <br />City of #lG-` <br />RAMSEY <br />STANDARD DETAILS: <br />SANITARY MANHOLE <br />CITY PLATE No. <br />SEW-1 <br />ROADWAY STRUCTURE <br />DISTANCE TO FACE OF CURB <br />THEN SUBTRACT -0.73' TO Ct OF 48" STRUCTJRE. <br />SEE CHART FOR <br />OTHER DIA MH's <br />TYPE ° PRECAST CONC <br />SLAB W/ OFFSET 2'x3' <br />OPENING <br />VARIES <br />48 <br />24 <br />4MH "X" <br />48" 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" <br />4.73 <br />168" <br />5.73 <br />* BASED ON <br />NEENAH NO <br />3246 CSTG <br />SEE STD PLATE 4020 FOR <br />* CBMH DETAILS. <br />** PROVIDE 27" DIA OPENING <br />FOR STORM MH WITH <br />R-1733 CASTINGS <br />9„ <br />(TYP) <br />8' <br />VARIES <br />APPROVED: <br />4 - 2005 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />SLAB TOP MANHOLE COVER <br />CITY PLATE No. <br />STO-5 <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 />(SLOPE 1" <br />PER FOOT <br />3"- F <br />3'_6" X 4'_6" <br />CASTING <br />WRAP OUTSIDE OF <br />WITH WATER TIGHT <br />PRODUCT <br />WALLS TO BE PRECAST <br />SECTION OR CONCRETE <br />MANHOLE BLOCK <br />PRECAST OPENINGS AS <br />REQUIRED <br />_--- CASTING <br />Min. 5'-3" <br />RECTANGULAR <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 <br />RAMSEY <br />STANDARD DETAILS: <br />CATCH BASIN <br />CITY PLATE No. <br />STO-1 <br />NOTE: <br />GUARDS MUST BE INCORPORATED ON <br />ALL INSTALLATIONS EXCEPT WHERE <br />SPECIFICALLY ALLOWED OTHERWISE BY <br />THE CITY ENGINEER. <br />IMPORTANT <br />HINGED <br />CONNECTIONS <br />(TO BE FREE <br />OF RIP RAP <br />AND BACKFILL) <br />BOLT LOCATIONS <br />6" MAX. <br />ALL GUARDS TO HAVE (1) <br />CROSS BAR - 60" AND <br />UP TO HAVE (2) EQUALLY <br />SPACED <br />ARCH ROUND <br />PIPE <br />SIZE <br />BOLT <br />DIA. <br />BAR <br />SIZE <br />12"-24' <br />27"-48 <br />54"-90 <br />5/8" <br />3/4" <br />1" <br />5/8" <br />3/4" <br />22"-29 <br />36"-59 <br />65"-88 <br />5/8" <br />3/4'' <br />5/8" <br />3/4„ <br />1" <br />NOTE: COATINGS ARE <br />AS SPECIFED <br />ELSEWHERE <br />APPROVED: <br />2 - 2006 <br />City of #k <br />RAMSEY <br />STANDARD DETAILS: <br />TRASH GUARD <br />CITY PLATE No. <br />STO-8 <br />CASTING PER PLAN <br />WRAP OUTSIDE OF RINGS <br />WITH WATERTIGHT <br />PRODUCT <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 />GROUT FLOW LINE AS <br />SHOWN ABOVE <br />GROUT DOG HOUSE <br />SECTION A -A <br />PRECAST ECCENTRIC <br />REDUCER SECTION <br />GROUT BOTTOM TO SLOPE TOWARD PIPE AS <br />SHOWN BY ARROWS <br />FORM 1/2 PIPE SECTION OF LARGEST <br />DIAMETER PIPE <br />ALL INTERIOR JOINTS SHALL BE <br />GROUTED TO A SMOOTH FINISH <br />16.'0C STEPS AS PER STANDARD PLATE 41801 <br />OR DETAILS <br />MANHOLE INVERT SHALL BE SLOPED <br />TO PROVIDE SMOOTH FLOW FROM <br />INLET TO OUTLET <br />STANDARD DETAIL <br />A <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. CONCRETE ADJUSTING RINGS TO BE INSTALLED MAX 7-2" RINGS, MIN 2-2" RINGS <br />5. GROUT BETWEEN RINGS, SHIMS SHALL BE METAL, CONCRETE OR PLASTIC <br />6. A 12 GAUGE COPPER CLAD STEEL TRACER WIRE 15 REQUIRED WITH ALL STORM LINES <br />7. CONDUCTIVITY IS REQUIRED ON ALL TRACER WIRE <br />8. STEPS ARE REQUIRED IF STRUCTURE FROM THE CASTING TO THE INVERT 15 GREATER THAN 4 FEET <br />9. TRACER WIRES ARE TO END IN STRUCTURES, AT FINISHED GRADE ON ALL SERVICES AND STUBS <br />APPROVED: <br />1-2024 <br />STANDARD DETAILS: <br />STORM MANHOLE <br />CITY PLATE No. <br />STO-3 <br />NOTE: TRASH GUARDS SEE DETAIL STO-12 <br />(3) 1-1/4" HOLES <br />USE 3-1"SY 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 OPERATOR OF THE <br />LIGHTWEIGHT SHEET PILE <br />ASTM-A-857, GR. 336e36 <br />�1a I <br />16.9 LBS PER LINEAL FOOT <br />0209 NOMINAL THICKNESS <br />ELEVATION <br />NOTE: FOR USE WRH PIPE 36" DIA 0R GREATER <br />H2 ttPH <br />2• PEP <br />A4 EACH FACE <br />(TYP ) <br />HORIZONTAL <br />y3 AT 12" 0.C. <br />STAGGERED <br />VERTICAL <br />NO SCALE <br />APPROVED: <br />9 - 2016 <br />City of #k <br />RAMSEY <br />SIANDARD DEIAILS: <br />STORM SEWER PILING & <br />CONCRETE END SECTION <br />CITY PLATE No. <br />STO-10 <br />NOTE: SURMOUNTABLE CURB & GUTTER <br />1. CATCH BASIN CASTING SHALL BE NEENAH <br />R-3501T8 (BICYCLE SAFE) OR APPROVED EQUAL. <br />2. FOR CATCH BASINS ADJACENT TO RADIUS, USE <br />NEENAH R-3246AL OR APPOVED EQUAL <br />43' [R3Rmm] <br />43. [1-08zmm] <br />s uns' [am"] -I Ir z ,/e• Daml ] <br />[R„wn rn m.regvies ,xnu vu,s sccnw s. <br />a• U"oz„.„I ano <br />T/,s <br />NOTE: B 618 CURB & GUTTER J D,mmJ <br />1. CATCH BASIN CASTING SHALL BE NEENAH F- <br />R-3246AL (BICYCLE SAFE) OR APPROVED <br />EQUAL. <br />36 T/e'OW. <br />] <br />M. Were ] <br />Me <br />City of #J <br />RAMSEY <br />STANDARD DETAILS: <br />STORMWATER CASTING <br />CITY PLATE No. <br />STO-4 <br />SAW CUT AS MARKED <br />IN THE FIELD <br />BOC <br />GUTTER LINE <br />r <br />FRONT OF CURB <br />TOC- <br />GUTTER LINE - <br />BOTTOM OF CURB <br />NOTE: <br />h10'-1 h10'H <br />CONCRETE ADJUSTING RINGS <br />MIN. 2-2" RINGS, MAX 7-2" RINGS <br />CASTING <br />PLAN <br />CASTING <br />SECTION A -A <br />h <br />WRAP OUTSIDE OF RINGS W ITH <br />WATERTIGHT PRODUCT OR <br />APPROVED EQUAL <br />NOTE: NOT TO SCALE <br />1. CONCRETE CURB AND GUTTER TO BE REMOVED 10 FEET TO EITHER SIDE OF CATCH BASIN CASTING. CURB <br />AND GUTTER MUST BE SAW CUT - FULL DEPTH. <br />2. CASTING SHALL BE BROUGHT UP TO PROPER GRADE. DAMAGED CONCRETE ADJUSTING RINGS MUST BE <br />REPLACED. OUTSIDE OF RINGS MUST BE WRAPPED WITH APPROVED WATER TIGHT PRODUCT. INSIDE OF <br />RINGS MUST BE GROUTED TO A SMOOTH FINISH. <br />3. CONCRETE CURB AND GUTTER SHALL BE REPLACED AND MATCH INTO THE RESET CASTING AND THE <br />EXISTING CURB AND GUTTER. <br />4. DAMAGED BITUMINOUS PAVEMENT SHALL BE REPAIRED AND IS INCIDENTAL. FOLLOW CITY STANDARD <br />PLATE STR-25 <br />5. PROPER TRAFFIC CONTROL DEVICES SHALL BE REQUIRED TO MAINTAIN A SAFE WORK ENVIRONMENT, AND <br />IS INCLUDED IN THE TRAFFIC CONTROL LUMP SUM BIT ITEM. <br />6. ALL EQUIPMENT, MATERIALS, DISPOSAL, AND LABOR REQUIRED TO RESET CATCH BASIN CASTING AS <br />DESCRIBED BY THIS DETAIL IS INCIDENTAL <br />7. BOULEVARD RESTORATION BEHIND CURB IS NOT INCLUDED WITH THE RESET CATCH BASIN CASTING PAY <br />ITEM. <br />APPROVED: <br />3 - 2017 <br />STANDARD DETAILS: <br />RESET CATCH BASIN CASTING <br />CITY PLATE No. <br />STO-13 <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 erthe laws of the 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 />08 <br />OF <br />84S <br />
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