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DEVELOPER <br />NATIONAL SELF -STORAGE, LLC <br />7" LONG COPPER JUMPER <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 />STANDARD DETAILS: <br />JOINT CONNECTION <br />CITY PLATE No. <br />WAT-4 <br />0 <br />JOINT CONNECTION <br />NEENAH CASTING TYPE R-7506-D <br />TO BE <br />® LANDFORM 2017 <br />NO SCALE <br />4" CONCRETE RING <br />IN LANDSCAPING <br />6" CONCRETE RING <br />IN PAVEMENT <br />//X/\//% //% /% %\ <br />ENCASED IN CONCRETE <br />-NOTES- <br />RISER PIPE SHALL BE EXTENDED ABOVE GROUND <br />LEVEL INTIALLY & THEN IT MAY BE CUT BACK <br />TO MATCH FINAL GRADE (BY OTHERS) <br />POSITION CLEAN -OUTS UPSTREAM OF BENDS, <br />WHEN FEASIBLE. <br />>�\\\ <br />i\� <br />TYPICAL <br />LANDSCAPE <br />SECTION <br />6" PVC THREADED CAP & PLUG <br />6" PVC RISER <br />y// 75" MAX. (TYP) <br />6" PVC LONG SWEEP 45d BEND <br />V' \ <br />/i 6"X 6" PVC WYE <br />p /\\// 2,, //\i <br />CLEAN -OUT STRUCTURE <br />NO SCALE <br />16" BREAK -OFF SECTION <br />\\--, UNDISTURBED <br />t� SOIL <br />CONCRETE <br />BLOCKING <br />PLASTIC <br />LAYER <br />4' RED FLEX MARKER <br />5' <br />OR AS SHOWN ON PLANS <br />nl <br />11. /_ VALVE BOX <br />2'-6'> <br />i1 <br />z <br />6" VALVE <br />6" D.I.P. <br />18"X18"X5" CONC. BASE <br />1 C.Y. OF COURSE GRAVEL <br />T <br />EDGE OF MAT <br />OR BACK OF <br />CURB. <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />NOTES: <br />1. HYDRANTS TO BE ORDERED FOR 8'-0" BURY. IN AREAS OF EXTRA DEPTH ON THE <br />WATERMAIN, HYDRANTS EXTENSIONS MAY BE REQUIRED. <br />2. 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 />3. TOP NUT OF HYDRANT 2.5' ABOVE TOP BACK OF CURB OR BITUMINOUS SURFACE. <br />4. HYDRANTS BURIED BELOW WATER TABLE, DRAIN HOLES NEED TO BE PLUGGED AND <br />HYDRANT MARKED BY PAINTING 5" CAP YELLOW. <br />5. BRUSH PAINT ALL HYDRANTS AFTER INSTALLATION IS COMPLETE. <br />APPROVED: <br />4 - 2016 <br />STANDARD DETAILS: <br />HYDRANT <br />CITY PLATE No, <br />WAT-1 <br />4 <br />HYDRANT <br />NO SCALE <br />EDGE OF MAT <br />OR BACK OF <br />CURB. <br />4x4 MARKER <br />OR APPROVAL <br />EQUAL <br />5" FROM FACE OF CURB TO VALVE BOX <br />VALVE BOX r TOP OF PAVEMENT <br />-PLUG RODDED BACK AND PSI TESTED j <br />11111 <br />4",6", or 8" D.I.P. <br />VALVE <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />i <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />NOTES: <br />1.SHALL BE BLOCKED OR TIED TO THE MAIN WITH 2-3/4" DIAMETER TIE RODS. ALL TIE <br />RODS TO BE COAL TAR COATED AFTER INSTALLATION. RESTRAINED JOINT PIPE AND <br />RETAINING GLANDS MAY BE USED. <br />APPROVED: <br />1 - 2016 <br />City of (� <br />RAMSEY <br />STANDARD DETAILS: <br />C❑MMERCIAL SERVICE <br />CITY PLATE No. <br />WAT-5 <br />COMMERCIAL WATER SERVICE <br />NO SCALE <br />WOOD <br />MARKER AT <br />ALL <br />SERVICES <br />MINIMUM <br />OF 2' <br />ABOVE <br />GROUND <br />LINE AND <br />MARKED <br />WITH GREEN <br />PAINT. <br />WOOD <br />MARKER AT <br />ALL <br />SERVICES <br />MINIMUM OF <br />2' ABOVE <br />GROUND <br />LINE AND <br />MARKED <br />WITH GREEN <br />PAINT. <br />O <br />GROUND LINE <br />PLUG <br />MAIN 13' DEEP OR LESS <br />GRANULAR BEDDING <br />SDR-26 <br />PVC PIPE (TYP.) <br />.02'/FTC <br />WYE AT 10 OR 2 <br />O'CLOCK POSITION <br />-ADAPTER <br />MAIN MORE THAN 13' DEEP <br />GROUND LINE <br />r GRANULAR BEDDING <br />PLUG - <br />2' <br />MAY REQUIRE A RISER AT THE <br />END TO GET SEWER OUT OF <br />THE WATER TABLE. <br />WYE AT 10 OR 2 <br />O'CLOCK POSITION <br />SDR-26 <br />PVC PIPE (TYP.) <br />45° <br />5'MIN <br />VARIE <br />22 1/2° BEND <br />APPROVED SDR-26 <br />-ADAPTER <br />BENDS <br />22 1/2° BEND <br />NOTES: <br />1. 10 GAGE SOLID COPPER TRACER WIRE IS REQUIRED WITH ALL SEWER <br />LINES <br />2. CONDUCTIVITY IS REQUIRED ON ALL TRACER WIRE. <br />3. TRACER WIRE ARE TO END IN STRUCTURES, AT FINISHED GRADE ON <br />ALL SERVICES AND STUBS. <br />APPROVED: <br />4 - 2016 <br />STANDARD DETAILS: <br />SANITARY SEWER SERVICE <br />CITY PLATE No. <br />SEW-3 <br />4 <br />SANITARY SEWER SERVICE <br />NO SCALE <br />w <br />w <br />LL <br />FEET <br />SANITARY SEWER <br />NORM SEWER LIN <br />2 INCHE <br />NOTES: 1) <br />2) <br />3) <br />4) <br />TOP VIEW <br />8 FEET <br />8 FEET <br />H- <br />w <br />w <br />LL <br />d- <br />8 FEET -8 FEET <br />SIDE VIEW <br />6 INCHES <br />8 FEET <br />6 INCHES <br />SANITARY SEWER <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 />9 - 2011 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />SANITARY SEWER INSULATI❑N <br />CITY PLATE No, <br />SEW-6 <br />SANITARY SEWER INSULATION <br />NO SCALE <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 />CASTING SEE <br />CITY PLATE NO. SEW-2 <br />RAP OUTSIDE OF RINGS <br />WITH WATER TIGHT <br />PRODUCT <br />SHIMS USED FOR <br />LEVELING SHALL BE <br />METAL OR CONCRETE. <br />RUBBER WATERPROOF <br />GASKETS REQUIRED <br />FOR PIPE INSERTS <br />MANHOLE INVERT <br />SHALL BE SLOPED <br />TO PROVIDE <br />SMOOTH FLOW <br />FROM INLET TO <br />OUTLET. <br />SECTION A -A <br />PRECAST ECCENTRIC <br />REDUCER SECTION <br />16"O. C. <br />GROUT DOG HOUSE <br />5' 4" <br />MIN <br />GROUT BOTTOM TO SLOPE <br />TOWARD PIPE AS SHOWN <br />BY ARROWS. <br />FORM 1/2 PIPE SECTION OF <br />LARGEST DIAMETER PIPE <br />VARIABLE <br />A <br />» <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 />ALL INTERIOR JOINTS SHALL <br />BE GROUTED TO A SMOOTH <br />FINISH. <br />STEPS AS PER STANDARD <br />PLATE OR DETAIL <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 />STANDARD DETAIL <br />NOTES: <br />1. A 10 GAGE SOLID COPPER TRACER WIRE IS REQUIRED WITH ALL SEWER LINES. <br />2. CONDUCTIVITY IS REQUIRED ON ALL TRACER WIRE. <br />3. TRACER WIRES ARE TO END IN STRUCTURES, AT FINISHED GRADE ON ALL SERVICES AND <br />STUBS. <br />4. 6" BASE FOR ALL MANHOLES LESS THAN 14 FT. OF DEPTH, INCREASE BASE THICKNESS <br />2" PER 6 FT. OF DEPTH BEYOND 14 FT. <br />5. 5" PRECAST BASE MAY BE USED FOR MANHOLES LESS THAN 14 FT. DEEP. <br />6. ALL INVERTS TO BE 0.10' ABOVE OUTLET, <br />APPROVED: <br />1 - 2016 <br />STANDARD DETAILS: <br />SANITARY MANHELE <br />CITY PLATE No, <br />SEW-1 <br />0 <br />SANITARY MANHOLE <br />NO SCALE <br />FRAME <br />7/8" <br />1316" lit <br />T <br />15/32" <br />SECTION A -A <br />o[}o° z °=° ° <br />A B „ °°0° D =0� ;� B <br />° <br />o0 ( o 0 <br />°o° < °o°o° './: <br />°o o°o°o <br />o° °o°o° <br />Y4" <br />CROWN <br />T- <br />(3) STACKING LUGS <br />Q 120° APART <br />COVER <br />25 3/4" <br />1 3/6" <br />(2) C.I. <br />LIFT HANDLES <br />7/8" <br />1 <br />SEE SELF <br />SEAL DETAIL <br />SECTION B-B <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 />APPROVED: <br />11 - 2015 <br />STANDARD DETAILS: <br />WATER TIGHT CASTING <br />CITY PLATE No. <br />SEW-2 <br />0 <br />WATER TIGHT CASTING <br />NO SCALE <br />2827 107TH AVENUE <br />BLAINE, MN 55449 <br />MUNICIPALITY <br />PROJECT <br />REGENCY <br />COMMONS <br />RAMSEY, MN <br />SHEET INDEX <br />SHEET <br />TITLE <br />CO.1 CIVIL TITLE SHEET <br />CI.1 EXISTING CONDITIONS & DEMO <br />C2.I SITE PLAN <br />C3.1 GRADING, DRAINAGE,& EROSION CONTROL <br />PAVING PLAN & NOTES <br />C3.2 SWPPP NOTES <br />C4.I UTILITIES <br />C7.1 CIVIL CONSTRUCTION DETAILS <br />C7.2 CIVIL CONSTRUCTION DETAILS <br />C7.3 CIVIL CONSTRUCTION DETAILS <br />C7.4 CIVIL CONSTRUCTION DETAILS <br />C7.5 CIVIL CONSTRUCTION DETAILS <br />LI.1 TREE PRESERVATION PLAN <br />L1.2 TREE PRESERVATION TABLE <br />L2.I LANDSCAPE PLAN <br />L7.I LANDSCAPE DETAILS <br />ISSUE / REVISION HISTORY <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />DATE <br />ISSUE 1 REVISION <br />REVIEW <br />03 JAN 2017 SITE PLAN SUBMITTAL <br />XXX <br />PROJECT MANAGER REVIEW <br />BY XX <br />DATE XX.XX.XXXX <br />CERTIFICATION <br />I hereby certify that this plan ma , or under my direct <br />supervision, and that I am a rofessional Engineer under <br />the Taws of the state of �I* <br />e <br />0 <br />VSt‘ . .S4 i CIS ‘14* <br />Randall C. Hedlund <br />License No: 19576 <br />Signature shown is <br />this plan on file <br />available upon r <br />uction of original. Wet signed copy of <br />fessional Services, I_LC office and 15 <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 />SITE PLAN SUBMITTAL <br />01-03-2017 <br />• • <br />• • <br />L A FORM <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 />C702NSS001.DWG <br />PROJECT NO. <br />NSS16001 <br />CIVIL CONSTRUCTION <br />DETAILS <br />C7.2 <br />SHEET NO. 9/15 <br />Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. <br />