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PRELIMCADD USER: Benjamin Lucas FILE: C:\USERS\BENJAMINLUCAS\DROPBOX\PROJECTS\230303 - LITTLE CANADA AFFORDABLE - LUPE\WORKING FILES\CAD\DWG\PLAN SHEETS\C900 - DETL.DWG PLOT SCALE: 1:1 PLOT DATE: 7/28/2023 10:19 AM <br />23030307-28-2023BJLC-902CIVIL DETAILSBJLCOPYRIGHT © 2023 BY SOLUTION BLUE INC. ALL RIGHTS RESERVEDSOLUTION BLUE PROJECT NO:REVISION HISTORYDATEDESCRIPTIONI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.DATE:REG. NO.CERTIFICATION07/28/2023PRELIMINARY SUBMITTAL#01DESIGNED:REVIEWED:PHASE:SUMMARYDRAWN:INITIAL ISSUE:BJLBENJAMIN LUCAS, P.E.XX.XX.202354265LITTLE CANADA, MN <br />LITTLE CANADA DEVELOPMENTB0.15 Bc12" (MIN.)BcDIA.RC PIPE CLASSAS SPECIFIEDSHAPE BOTTOMTO MATCH PIPEOD, PROVIDEBELL HOLE ATEACH JOINT(IF REQUIRED)BACKFILL WITHSELECTED MATERIALFROM EXCAVATIONCOMPACTED BACKFILLAS SPECIFIEDSTM 19: 4/221C-902RC PIPE CLASS "C" BEDDINGNOT TO SCALEPIPE DIA. B≤ 36"Bc + 24"42" TO 54"1.5 x Bc≥ 60"B + 36"0.15 Bc12" (MIN.)Bc6" GRANULARBEDDINGSTM 20: 4/222C-902RC PIPE CLASS "B" BEDDINGNOT TO SCALEDIA.RC PIPE CLASSAS SPECIFIEDPIPE DIA. B≤ 36"Bc + 24"42" TO 54"1.5 x Bc≥ 60"B + 36"BACKFILL WITHSELECTED MATERIALFROM EXCAVATIONCOMPACTED BACKFILLAS SPECIFIEDPRECAST INVERT MUST BE 12 DIAMETER OFTHE PIPE AND BENCHES SLOPED 2" TOWARDTHE INVERT.ALL DOG HOUSES SHALL BE GROUTEDON INSIDE AND OUTSIDE.27"MAX27"4'VARIES12"-16"VARIES5"MANHOLES SHALL BE PRECAST INACCORDANCE WITH ASTM C-478CURVE INVERT IN DOWNSTREAM DIRECTION.MANHOLE STEPS SHALL BE PLACED SO THATOFFSET VERTICAL PORTION OF CONE AND STEPSARE FACING DOWNSTREAM.CASTING AS SPECIFIED WITH CONCEALEDPICK HOLES.2" ADJUSTING RINGS (MIN 2, MAX 6) WITHNON-SHRINK GROUT AND PLASTERED 12" THICKINSIDE & OUT.MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16"ON CENTER AS APPROVED BY OSHA. STEPS SHALLBE PLACED SO THAT OFFSET VERTICAL POSITIONOF CONE AND STEPS ARE FACING DOWNSTREAM.ALL JOINTS IN MANHOLE TO HAVE "O" RINGRUBBER GASKETS, OR APPROVED EQUAL.PRECAST INVERT REQUIRED.PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACEOF WALL.KOR-N-SEAL MANHOLEBOOT OR EQUAL. (TYP.)BASE SHALL BE 6" MIN INTEGRAL WITH PRECASTLOWER MANHOLE SECTIONS IN ACCORDANCEWITH ASTM C-478.ECCENTRICCONESEE PLANS FOR PIPE REQUIRED. (TYP.)SAN 01: 4/223C-902SANITARY SEWERNOT TO SCALEPLANSECTION4"OR 6" SERVICE AS SPECIFIEDVERIFYINVERTELEVATIONVARIES5'45°10'SAN 09: 4/224C-902SERVICE CONNECTIONNOT TO SCALENOTES:1. WHEN SANITARY SERVICE IS NOT ACCOMPANIED BY A WATERSERVICE IN THE SAME TRENCH, INSTALL A 6' STEEL FENCE POSTNEXT TO THE 2"x4" MARKER AND PAINT THE TOP 6" GREEN.2. UNLESS OTHERWISE INDICATED ON PLANS, NO BEND MAY BE USEDOTHER THAN THOSE SHOWN ON DETAIL.3. SOLVENT WELD ALL JOINTS .4. IF DISTANCE FROM MAIN TO END OF SERVICE IS GREATER THAN 100',A CLEAN OUT MUST BE INSTALLED AT 100' INTERVALS (SEE DETAIL2/C-904).WYE WITH 45°BEND OR TEEMAIN LINE6' - 2" X 2"WOOD POSTPROPOSEDFINISHED GRADESERVICE MARKER 2"X4"WOOD OR FENCE POSTCAP45° BENDPVC PIPE SLOPE:1/8" PER FOOT (MINIMUM)1/4" PER FOOT (PREFERRED)SANITARYSEWER MAINGRAVITYSEWERFLEXIBLE WATERTIGHTSEAL TO BE APPROVED BYTHE ENGINEER"FERNCO" TYPECOUPLERSANITARY SEWERSERVICENOTE:WYES, BENDS AND PIPE SIZES AS REQUIRED BY PLANS AND SPECSSEWER GRADE SERVICE REQUIREMENTS GRADES:MINIMUM - 1.0% (18" PER FT)OPTIMUM - 2.0% (14" PER FT)MAXIMUM - 12.5%NOTE:WHERE NO EXISTING SEWER IS IN PLACE, INSTALLPVC CAP AND MARK LOCATION WITH 4"X4"X6'TIMBER & 38"X4' STEEL ROD. BURY 6" BELOWFINISHED GRADE.SAN 10: 4/225C-902SERVICE CONNECTION TO MANHOLENOT TO SCALEFLOW DIRECTIONNEENAH CASTING R-1970 WITHTHREADED CAP OR APPROVEDEQUIVALENTLANDSCAPE AREAFINISHED GRADE12" CONC. COLLARHEIGHT. TOP OFCONCRETE COLLARTO MATCH FINISHEDGRADE.PAVEMENT FINISHEDGRADESQUARE CONCRETE COLLAR(18" MIN. DIMENSION) WITHWIRE MESH REINFORCING (6 X6 - W1.4 X W1.4)PROVIDE FELT OR EQUIVALENTMATERIAL AROUND PIPE TOPREVENT BONDING WITHPOURED CONCRETE COLLAR.SAN. SEWER PIPERISER (SEE C-501-C-503 FOR SIZE)6" MIN. DEPTH CLASS 5AGGREGATE BASE BENEATHCONCRETE COLLARCOMPACTED TO 100%STANDARD PROCTOR DENSITYWYE BRANCH OR SADDLELONG RADIUS ELBOW (MATCHRISER SIZE)6" MIN.SAN 14: 4/226C-902SANITARY SEWER CLEAN OUTNOT TO SCALEDD+2'4" MIN.D/2D+1'VARIESSAN 15: 4/227C-902PVC SANITARY SEWER TRENCHNOT TO SCALEFINISHED GRADEDENSELY COMPACTEDGRANULAR BACKFILLMATERIAL (IF REQUIRED)COMPACTED GRANULARENCASEMENT (IF REQUIRED)COMPACTED GRANULARBEDDING MATERIAL(INCIDENTAL)COMPACTED GRANULARFOUNDATION (IF REQUIRED)6 1/4"1'-3 3/4"2"BOTTOMBREAK-OFFFLANGELOWER STANDPIPEUPPERSTANDPIPE16" SIZEFLAG IFREQUIRED BYSPECIFICATIONS.2 12" HOSE CONNECTION(THREAD SIZE: VERIFYWITH CITY)PROPOSED FINISHED GRADECAP, NUT STYLE, WITH CHAINS4 12" PUMPER CONNECTION FACED 90° TOCURB LINE (THREAD SIZE: VERIFY WITH CITY)OPERATING NUT-1 12" PENTAGONWITH WEATHER SHIELDWAT 01: 4/228C-902TYPICAL HYDRANT SPECIFICATIONSNOT TO SCALENOZZLE ARRANGEMENT: TWO 21/2" PUMPER NOZZLES WITH 1"PENTAGON OPERATING NUTSNOTES:1. LEFT HAND OPENING OPERATION NUT.2. PAINT HYDRANT RED TO GRADE.3. PLUG DRAIN HOLES AS DIRECTED BY THEENGINEER.4. HYDRANT SHALL HAVE OIL RESERVOIR.5. HYDRANT SHALL BE WATEROUS WB-67OR EQUAL.6. CONFIRM HYDRANT STYLE, COLOR,BREAK OFF AND THREAD SIZES WITHLOCAL GOVERNMENT AGENCY.