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<br /> CURMN.MOON°PAO(I,DEEP) z STEEL D NEFDO
<br /> EEPMSOIM ALLC VMIES ETASTCMfN eODT SHALL 8E T v rvFt.n lo'+olntE(swM eE FSl SON,W cLasE
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<br /> MD RSEP1 JFION W IN�i 0.WALL JOitlT
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<br /> 6 {M j Y NOVEN NOT TD SCALE
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<br /> AS NECESSARY -1— N.GROUN IF
<br /> FIFIREF IS E k
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<br /> (SEE NOTE') D P 5 `. I SEWER C
<br /> IE4GTH D. EOU PMENi, OM ACTED PEA ORAVI:L A F°t�urA $ 4 8
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<br /> �- I cwF,NEF PR.�sN TO swTDi scvmlp .1 33
<br /> INSL1N.R WITH FYC • S�'n $A R a ft
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<br /> MPACTED S E E PFE OR BETTER AND I—BE..BOSS IESTEO A 0 U Z
<br /> N YYATEP ilGfrtNE55 F CROSSING 6 WBHM 16'MNMVAi.BOTH MAINS MUST BE CONsiRUC1EED
<br /> I, GRAVITY EF ES�p FORD[ N SFW1 BE Sl AifD iE Kxl'W.OR HORIZONTAL. MFCHANCAL JOIN,,CEIAFM LWED DUtTIt£IRON PIPE FOR A DIStANCE OF QO'ERRED SDE OF NFT STATI N PUMP CuONTROL PAN 2�Pu nr saA rO of
<br /> -_ THAN 4 FEET NCF�ERE SHOWN ON PLANS. CROSSSING OR INCASED IN CONCR iE ID'E ER SIDE OF Cft SSIND -
<br /> - 2 BD LK PULED IN DHLIIY T EET SN V NG OISTURBEO AREAS OU O N a'e v s w er rs inn
<br /> PLAN tRiM TRENCHES'SftM.L BE PLACED ADS OOMPB,P 1)IN I2{MAx.I R11 AL-Fi TER MAIN JD SEWER EABQVEITH / guns cts�te a wtv-,E c°muswW foR TXE O
<br /> NO Co .1 TRACER LMf FOR NON FER.OLS PPE 5 R C�0 A E( E
<br /> NCRETE PhD PRGPOSED FOR ALL MOVE GRGUYD STORAGE TANKS AND BONDED TO PLASTIC LAYERS i,,,F RA- T IN'MUM Sm� -ID ccviNruT E. �1
<br /> ALL"FRED""'S4Mu.L BE EOUIPPED IYTDI FULL THICK AND MUST DE LOCATABLE AT A OF—O tE5 WTH DROINARY PPE. eMVNx
<br /> IOCATONs. ,E WARR MNN© µ`o
<br /> ENCLOSURES. U GRAVEL SHALL CONSLSL OF CL&W Hu10,ROUND PARIICLEs OF
<br /> GRAVEL.MEEnNG I.SEWER P m Br TME O:cxEEa
<br /> L LFNGM ANO WIDTH SHALL SOUN DE TH CR.R M WI1H RiE PAD 4 1NE FOLLGWINC'
<br /> M NIInVM 1.5.OUiSNE THE OUYER FDG - ID"M64,
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<br /> OE B 06 FNIBH L)'URFACE AND 3/;' O ALL EDGES. E SMFP ID EACH SIDE OF `V LPTC SE%'ER PIP W
<br /> CROSS N.,OR USE OL FOB SEWER
<br /> 5. CE 9HN1 BE AROUND PAD WHEN SHOWN W THE PWJ'N 5,COt{IRACTOR SHALL AC.—NES DOMPACL ON FOR THE REEDING, TRENCH BACKFFF
<br /> NFORNANCE-n D—S DO—RDADWAYS D—L BE cDMPAciED TO D5X SEWER BELOW< 78' SEWER BELOW>/ i 8 "i
<br /> TYPICAL CONCRETE PAD DETAIL SEWER TRENCH DETAIL SEPARATION S PARA N ca m t P o m B u wa a uF ow caw u.N q h
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<br /> NOT D oMD NOT TO SCALE PERMITTING SET ONLY
<br /> 8j GRAVEL DRIVEWAY DETAIL $
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<br /> NOT TO SCP1E UNLESS"TRW SE-, S...Rr ARAM v 8
<br /> SPECIFlED ON PLW {S ° N BR CD I ST K Y
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<br /> I EM TDP O EI-,IN,I-I IJ2'MOD FlEO- PAVEMENT PALGH M "
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<br /> 'STANDARDS BPEGFMATIONE FOR 4 z• 'r RIOR iO PAVING
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<br /> AY AND BRIDGES° SO—IIE FlOWAB A CO ACTED 0 GRADE x$ 3
<br /> C R E Fl.DWMLE FlLL
<br /> GENERAL VOTES, BELL,—
<br /> ...... A5 HALT SUE RASE
<br /> _D. Nb PANEL- NFU NPNDD CWrtH i SAHEBS—MOJOR LPSAMY E�TnPOSOI MATERW.SWM1 BE EXCAVATED F9061 ALL.PAVED �M, ERW E ( 0 UFIR)
<br /> 3• StMOMO FND PANE M �tCC SUB!'RAGE(FX SD B 1MTFA')SHALL CONS ST OF INERT'—D At TIl4-s HARD DURABLE I NOTES,FINDW CUOTTI'ENDS PAVEMENT SNAL A CItNI STRNDHT EDGE YN B 4
<br /> �L—. CON E- ) O L MOJ SAND FREE FROM LD M ANb CUV TO A NI PTO NOT L S TN PDADWAvf,DE W CUT Sf t DE CU C E—LA TO THE
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<br /> aN GTE'ME INSTAL ED 3 THE SNGINEER
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<br /> P ELS,INSTALL IRU55 ROpE IRE OVER THE BINDER COURSE AND FT MLIED BECIIDN,
<br /> AS IN PULL POST ASSEIDJES PRIOR
<br /> R O NSFAWNG THIE—ISO C RSE THE EXSBNO ENDER MUA SURFME SMALL BE ].AN nSPFW.T EASE EMULSION PALL BE USED A5 A iACH CpA BETWEEN EXSNNO MD
<br /> SWEPT COMPLETELY C P o AD E.EET SWEEPING—.NE AND A NISDDOAT E-L BE NEW PAVEMENT PER Bq GU
<br /> e NSFaIIEb TO A LEVEL M THE ENGINEER. 4, SO�MIRA DEE WILL BE A. IRFD 0 REMOVE PATCH&NPAE AFTER 12-MONTHS IF 9W76 60f IS
<br /> 8—FT CHAINLINK FENCE DETAIL wrs DaD E R'TIMIS TIME PENKO,
<br /> E TYPICAL BITUMINOUS PAVEMENT
<br /> NOT TO SCALE N_ _ TYPICAL TRENCH PAVEMENT PATCH DETAIL
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