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J <br />LI <br />W <br />0 <br />0 <br />Z <br />J <br />W <br />C2 <br />Z_ <br />W <br />W <br />z <br />Ec <br />oz <br />0 W <br />CO <br />I Li <br />m <br />o% <br />NW <br />O >_ <br />00 <br />SALVAGE & REINSTALL <br />EXISTING CASTING, <br />INCIDENTAL. <br />CASTING SEE <br />CITY PLATE NO. SEW-2 <br />27" <br />PLACE INTERIOR <br />CHIMNEY SEAL (I & I <br />BARRIER AS <br />MANUFACTURED BY <br />STRIKE PRODUCTS) <br />INSTALLATION TO <br />FOLLOW MANUFACTURER <br />RECOMMENDATIONS. <br />DATE <br />APPR❑VED <br />1 --- 2022 <br />Sealant/ <br />Grout <br />No Sealant / <br />Grout <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 />WRAP OUTSIDE OF RINGS WITH <br />WATER TIGHT PRODUCT. <br />SHIMS USED FOR <br />LEVELING SHALL BE <br />METAL OR CONCRETE. <br />Manhole Frame & Cover <br />Sealant / <br />Grout <br />No Sealant / <br />Grout <br />I&1 Sealant I&I Sealant <br />City of r� <br />RAMSEY <br />NOT TO SCALE <br />STANDARD DETAILS: <br />SANITARY MANHOLE ADJUSTING <br />RINGS & CHIMNEY SEAL <br />CITY PLATE No. <br />SEW-7 <br />NOTE: <br />GUARDS MUST BE INCORPORATED ON <br />ALL INSTALLATIONS EXCEPT WHERE <br />SPECIFICALLY ALLOWED OTHERWISE BY <br />THE CITY ENGINEER. <br />HINGED <br />CONNECTIONS <br />(TO BE FREE' <br />OF RIP RAP <br />AND BACKFILL) <br />BOLT LOCATIONS <br />APPROVED: <br />2 — 2006 <br />REVISION <br />II <br />11 <br />II II <br />1 II <br />II <br />6" MAX. <br />ALL GUARDS TO HAVE 1 <br />C) <br />CROSS BAR — 60" AND <br />UP TO HAVE (2) EQUALLY <br />SPACED <br />PIPE BOLT <br />SIZE DIA. <br />12"-24'' 5/8" <br />27"— 48 ' 3/4" <br />ARCH ROUND <br />BAR <br />SIZE <br />5/8" <br />3/4" <br />54"—'90:' 1" 1" <br />22"-29h 5/8" 5/8" <br />36"-59" 3/4" 3/4" <br />65"-88" 1" 1" <br />NOTE: COATINGS ARE <br />AS SPECIFED <br />ELSEWHERE <br />'a IMPORTANT <br />y . <br />STANDARD DETAILS: <br />TRASH GUARD <br />CITY PLATE No. <br />STO —8 <br />DATE <br />REVISION <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 />C <br />X <br />WRAP OUTSIDE OF <br />RINGS WITH WATER <br />TIGHT PRODUCT <br />3" <br />27" <br />STEPS PER STANDAR <br />PLATES 4180J <br />SLOPE 1" <br />PER FOOT <br />Min. 5'-3" <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 />WRAP OUTSIDE OF <br />RINGS WITH WATER <br />TIGHT PRODUCT <br />RECTANGULAR <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 />1 %2" <br />APPROVED: <br />1— 2024 <br />FAVE <br />24" <br />27 9%6" <br />35746" <br />City of 9r_ <br />RAMSEY <br />SECTION A —A <br />APPROVED: <br />2 — 2019 <br />STANDARD DETAILS: <br />CATCH BASIN <br />CITY PLATE No. <br />STO-1 <br />(2) C.I. <br />LIFT HANDLES <br />COVER <br />25 3/4" <br />Y4" <br />CROWN 1 346„ 7�8" <br />IL I .\\HNA.1..lep <br />(3) STACKING LUGS <br />© 120° APART <br />7" <br />SEE SELF <br />SEAL DETAIL <br />SECTION B- <br />3 <br />MATCH GROOVE <br />IN LID SEAT FOR Y4" <br />DIA. POLYSCPRENE GASKET <br />40 DUROVETER <br />SELF SEAL DETAIL <br />NOTE: NOT TO SCALE <br />STANDARD DETAILS: <br />WATER TIGHT CASTING <br />CITY PLATE No. <br />STO —14 <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 Licensed Professional Engineer under the laws <br />of the State o - ota. <br />I MOIHY A. <br />Date 8/12/24 <br />' H.L. <br />Lic. No, 43362 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />A <br />9 <br />PRECAST REINFORCING: <br />SINGLE LINE STEEL WIRE FABRIC <br />HAVING AN AREA OF NOT LESS <br />THAN 0.12 SQ INCH PER FOOT OF <br />HEIGHT. <br />NOTES: <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, SHIMS SHALL BE METAL, CONCRETE OR PLASTIC <br />5. SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE <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. TRACER WIRED ARE TO END IN STRUCTURES, AT FINIHED GRADE ON ALL SERVICES AND STUBS <br />CONE SECTION <br />CASTING <br />RAP OUTSIDE OF RINGS <br />,/- <br />,L_ WITH WATER TIGHT PRODUCT <br />°.aF; f- WALLS TO BE PRECAST <br />PRECAST OPENINGS <br />1V AS REQUIRED <br />CONE <br />I---- 4' 0" MAX �I <br />----- 5 ` 2" <br />SHALLOW STORM SEWER MANHOLE OR CATCH BASIN <br />CASTING <br />3, 7„ <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 />APPROVED: <br />1— 2024 <br />1/2" R <br />1 /2" <br />A <br />N O <br />NOTES: <br />SHALLOW STORM SEWER MANHOLE OR CATCH BASIN <br />City of <br />RAMSEY <br />6" DISTANCE TO Ck. VARIABLE <br />�( 3"R <br />SLOPE 1 /2" R <br />3/4" PER FT <br />4 <br />bT <br />4 • d <br />4. <br />Q <br />STANDARD DETAILS: <br />STORM AREA INLET <br />CITY PLATE No. <br />1/2" <br />1 <br />8" 18" <br />MnDOT B618 <br />(URBAN) <br />, DISTANCE TO VARIABLE <br />3" R <br />SLOPE 1 /2" R <br />4" PER FT <br />1 <br />12" <br />MnDOT B612 <br />(URBAN) <br />4 <br />0 <br />STO-2 <br />R (URBAN) <br />5 SLOPE 1 /2" R <br />11 3 4"PER FT/ <br />10" 16" <br />DRIVEWAY FOR B618 <br />L. 17 1 /2" 410 1 /2" <br />SURMOUNTABLE <br />1 1 /2" <br />1. ON WEAR COURSE MILL THE EXISTING BITUMINOUS 1.5" BY 24" IN FRONT OF THE <br />REPLACEMENT CURB. <br />2. ON BASE COURSE SAW CUT AND REMOVE EXISTING BITUMINOUS 18" IN FRONT OF THE <br />REPLACEMENT CURB. <br />APPROVED: <br />1 — 2016 <br />STANDARD DETAILS: <br />CURB AND GUTTER <br />CITY PLATE No. <br />STR-1 <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 />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-3246AL OR APPOVED EQUAL. I 1 1 <br />36 3/4" [933mm] <br />35 3/4" [908mm] <br />33" [838mm] <br />43" [1092mm] <br />3 13/16" [96mm] —1 --{ _ 3 1/8" [79m`] <br />2 1/8" [54mm] RAD. TYP. <br />4" [102mm] RAD. TYP. <br />N <br />3 <br />3 <br />SECTION VIEW SHOWING <br />GRATE RIBS THRU VANE SECTION <br />NOTE: B 618 CURB & GUTTER <br />e <br />M <br />- 1 7/8' [48mm] <br />27 5/32 [690mm] <br />26 29/32 [683mm] <br />3/4" <br />[19mm] <br />7 3/16" <br />[183mm] <br />7/16" Lt- <br />I [11mm] <br />1. CATCH BASIN CASTING SHALL BE NEENAH } <br />R-3246AL (BICYCLE SAFE) OR APPROVED <br />EQUAL. 2 1/4" [57mm]- <br />36 7/8" [937mm] <br />36" [914mm] <br />35 3/4" [908mm] <br />2 1/2" — 2" TYP. <br />[64mm] [51mm] <br />3 5/8" TYP. <br />[92mm] <br />--1r-- ir-- <br />33 1/2" [851mm] <br />APPROVED: <br />4 — 2024 <br />36 1/2" [927mm] <br />43" [1092mm] <br />ANOKA RAMSEY ATHLETIC ASSOCIATION <br />-[ww9£] „8/£ l <br />[1526mm1 <br />7 3/16 <br />[183mm] <br />17/16 <br />[37mm] <br />01 ": <br />3 W v <br />3 <br />D <br />23 3/4" [603mm] <br />3 4" [19mm] <br />1 "[32mm] TYP. <br />Co <br />3 <br />4" [102mm] -- <br />.31 1/8" [791mm] <br />3" [76mm] RAD. <br />7/16" [11mm] <br />5 3/4" [146mmj 23 7/8 [606mm] <br />7/16" [11mm <br />— 1 5/8" [41mm] <br />i— 1 3/16" [30mm] <br />30 1/2" [775mm] <br />34 7/8" [886mm] <br />N <br />3 <br />3 <br />8 1/8" [207mm]-- <br />E <br />E <br />1) <br />N E <br />M <br />co <br />2 1/8" <br />[54mm] <br />STANDARD DETAILS: <br />STORMWATER CASTING <br />CITY PLATE No. <br />STO-4 <br />E <br />Kinghorn <br />CONSTRUCTION <br />CITY STANDARD PLATES <br />CITY OF RAMSEY, MINNESOTA <br />3395.24 <br />