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DEVELOPER <br />© LANDFORM 2021 <br />CURB BOX <br />PROPERTY LINE <br />HEIGHT OF <br />CURB BOX <br />TO BE <br />ADJUSTED <br />TO <br />PROPOSED <br />GRADING <br />S <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 />PROPERTY <br />WATERMAIN <br />MIN.4""T" <br />TYPE <br />FENCE <br />POST <br />PAINTED <br />BLUE <br />-CURB BOX <br />GOOSENECK TO BE NO <br />HIGHER THAN TOP OF PIPE <br />SANITARY SEWER <br />WATER SERVICE <br />N TS <br />APPROVED: <br />4 - 2016 <br />City of <br />RAIV-SEY <br />STANDARD DETAILS: <br />WATER SERVICE <br />CITY PLATE No. <br />WAT-2 <br />WATER SERVICE DETAIL <br />TOP VIEW <br />8 FEET �8 FEET i 8 FEET <br />UJ <br />W <br />g it <br />WATERMAIN <br />STORM SEWER LINE <br />2 INCHES <br />8 FEET 8 FEET <br />SIDE VIEW <br />6 INCHES <br />8 FEET <br />8 FEET <br />4 FEET <br />2 INCHES <br />NOTES: 1) <br />2) <br />3) <br />4) <br />6 INCHES <br />WATERMAIN <br />SHEETS ARE 2 INCHES BY 4 FEET BY 8 FEET <br />SURFACE PREPARATION SHALL BE SMOOTH AND ROCK FREE <br />JOINTS WILL BE OVERLAPPED BY 4 FEET <br />POLYSTYRENE INSULATION OR APPROVED EQUAL <br />APPROVED: <br />4 - 2016 <br />City of I9 <br />RAMSEY <br />STANDARD DETAILS: <br />UTILITY INSULATI❑N <br />CITY PLATE No. <br />WAT-6 <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 />A <br />SECTION A -A <br />27" <br />PRECAST <br />ECCENTRIC <br />REDUCER <br />SECTION <br />1 6"O.C. <br />3" 5' 4'' <br />I <br />GROUT BOTTOM TO SLOPE TOWARD <br />PIPE AS SHOWN BY ARROWS <br />1 <br />A <br />STANDARD DETAIL <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 />STANDARD DETAILS: <br />STORM MANHOLE <br />CITY PLATE No. <br />STO-3 <br />STORMWATER MANHOLE <br />16" BREAK -OFF SECTION <br />CONCRETE <br />BLOCKING <br />UNDISTURBED <br />SOIL <br />tlt <br />PLASTIC <br />LAYER <br />4' RED FLEX MARKER <br />5' <br />OR AS SHOWN ON PLANS <br />2'-6" <br />rVALVE BOX <br />0.35' <br />EDGE OF MAT <br />OR BACK OF <br />CURB. <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />I <br />6" VALVE <br />6" D.I.P. <br />18"X18"X5" CONC. BASE <br />1 C.Y. OF COURSE GRAVEL <br />�vJ i <br />1 0 <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" O.D. X 4 T.P.I, HOSE NOZZLE 3.06" O.D. X 7 T.P.I. <br />APPROVED: <br />6 - 2017 <br />STANDARD DETAILS: <br />HYDRANT <br />CITY PLATE No. <br />WAT-1 <br />ROW <br />- VARIABLE <br />3❑C <br />6'--I <br />2,0% <br />PLACED ON <br />PREPARED SUBGRADE <br />(f\L <br />MINIMUM 32' <br />2,0% <br />INSERT A <br />INSE <br />T A: <br />3❑C <br />R W <br />--VARIABLE- <br />1,5" TYPE SP 9,5 WEARING COURSE MIXTURE (SPWEA340B) <br />BITUMIN❑US MATERIAL FOR TACK COAT <br />2" TYPE SP 12,5 NON WEARING COURSE MIXTURE (SPNWB330B) <br />MIN. 4" M❑DIFIED CLASS 5 AGGREGATE BASE <br />PLACED ON PREPARED SUBGRADEO <br />REFERENCE NOTES: <br />GRADE TO MATCH EXISTING SURFACE MINIMUM 4" COMMON T❑PS❑IL BORROW IN BOULEVARDS. <br />SEE CITY PLATE No, ER0-6 <br />CLASS 5 GRADATI❑N IS M❑DIFIED PER CITY PLATE No, STR-26 <br />CONTRACTOR SHALL SCARIFY AND COMPACT, ACC❑RDING TO THE SPECIFIED DENSITY METHOD, THE <br />TOP 12 INCHES OF MATERIAL PRI❑R TO PLACING ANY FILL MATERIALS OR CLASS 5 AGGREGATE <br />BASE <br />ALL SIDEWALKS SHALL BE 6" THICK, 6' WIDE, PLACED ON PREPARED SUBGRADE, <br />CONCRETE CURB AND GUTTER PER PLAN. SEE CITY PLATE No. STR-1, <br />PX <br />NOTE: NOT TO SCALE <br />APPROVED: <br />6 - 2016 <br />City of < <br />RAMSEY <br />CITY PLATE <br />No, <br />ST <br />R-5 <br />STANDARD <br />DETAILS: <br />32' - URBAN STREET <br />0 <br />URBAN STREET PROFILE <br />CASTING <br />RAP OUTSIDE OF RINGS <br />WITH WATER TIGHT PRODUCT <br />z <br />0 <br />16 <br />- <br />0 WALLS TO BE PRECAST <br />/ 24" - 27" <br />w <br />Q <br />m <br />fin <br />z I1 <br />o <br />0 j �., PRECAST OPENINGS <br />SLOPE 1" AS REQUIRED <br />PER FOOT <br />CONE <br />PRECAST REINFORCING: <br />I--4' 0" MAXI-1 <br />SINGLE LINE STEEL WIRE <br />FABRIC HAVING AN AREA <br />4� i <br />OF NOT LESS THAN 0.12 <br />SQ INCH PER FOOT OF SHALLOW <br />HEIGHT. <br />5' 2" <br />STORM SEWER <br />MANHOLE OR CATCH BASIN <br />CASTING <br />I ..................•••• <br />4.4 <br />RAP OUTSIDE OF RINGS <br />7 WITH WATER TIGHT PRODUCT <br />sue. <br />27" DIA. '- <br />WALLS TO BE PRECAST <br />SECTION OR CONCRETE <br />�� <br />1 <br />SLOPE 1" :'l <br />PER FOOT <br />MANHOLE BLOCK. <br />PRECAST OPENINGS <br />AS REQUIRED <br />_ <br />CIRCULAR <br />'12- <br />3' 7 <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 />STANDARD DETAILS: <br />6 - 2008 <br />City of <br />STORM AREA INLET <br />RAMSEY <br />CITY PLATE No. STO-2 <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 />0 <br />WRAP OUTSIDE OF <br />RINGS WITH WATER <br />TIGHT PRODUCT <br />a) <br />0 <br />0 <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 10 GAUGE SOLID COPPER TRACER WIRE IS 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 IS GREATER <br />THAN 4 FEET <br />9. TRACER WIRES ARE TO END IN STRUCTURES, AT FINISHED GRADE ON ALL SERVICES <br />AND STUBS <br />5" <br />3'= <br />SLOPE 1" <br />PER FOOT <br />27„ <br />CASTING <br />WRAP OUTSIDE OF <br />WITH WATER TIGHT <br />PRODUCT <br />WALLS TO BE <br />fPRECAST SECTION <br />OR CONCRETE <br />MANHOLE BLOCK. <br />STEPS PER <br />STANDARD PLATES <br />4180J <br />SLOPE 1" <br />PER FOOT <br />PRECAST OPENINGS <br />AS REQUIRED <br />CASTING <br />WRAP OUTSIDE OF <br />RINGS WITH WATER <br />TIGHT PRODUCT <br />RECTANGULAR <br />WALLS TO BE <br />PRECAST SECTION <br />OR CONCRETE <br />MANHOLE BLOCK. <br />PRECAST OPENINGS <br />AS REQUIRED <br />CIRCULAR <br />3"-1 Min. 5'-3" 1 <br />APPROVED: <br />4 - 2007 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />CATCH BASIN <br />CITY PLATE No. <br />STO-1 <br />PLATINUM LAND MN, LLC <br />5191 159TH AVE NW <br />ANDOVER, MN 55304 <br />TEL 763-301-4550 <br />MUNICIPALITY <br />PROJECT <br />NORTH BROOK <br />MEADOWS <br />RAMSEY, MINNESOTA <br />ISSUE 1 REVISION HISTORY <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />DATE <br />ISSUE / REVISION <br />REVIEW <br />16 JUL 2021 PRELIMINARY PLAT SUBMITTAL <br />CNC <br />CERTIFICATION <br />I hereby certify that this plan was prepared by me, or ctSupervision, and that I am <br />a duly Licensed Professional Engineer un\ <br />ate of MINNESOTA <br />Apr pN <br />License No 195 at`v <br />Randall Hed��0� <br />Signature shown is a digital repro u f o inWe signed copy of this plan on file at <br />Landform Professional Servir c an is available upon request <br />IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT <br />VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED <br />READABILITY AND IS NO LONGER A VALID DOCUMENT PLEASE CONTACT <br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS <br />PRELIMINARY PLAT <br />07/16/2021 <br />• • <br />LANDFORM <br />From Site to Finish <br />105 South Fifth Avenue <br />Suite 513 <br />Minneapolis, MN 55401 <br />Tel: 612-252-9070 <br />Fax: 612-252-9077 <br />Web: landform.net <br />FILE NAME <br />C702PLM001.dwg <br />PROJECT NO. <br />PLM20001 <br />CIVIL CONSTRUCTION DETAILS <br />WATER & SANITARY SEWER <br />INSULATION DETAIL <br />HYDRANT DETAIL <br />0 <br />STORMWATER CATCH BASIN <br />4 <br />STORMWATER CATCH BASIN <br />C7.2 <br />Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC <br />