HomeMy WebLinkAboutC5.1 Trench Detail and Schedule(COAL
A) FIE NEWFUC Q LE9ION m THEK)N TSDTITC, U a THIS POLICY SHALL IN NOR THE WSNRY TO l wU!E iIENIMINO S MIDMla
FaR, RANG WTIU-AOICN. TE USE a IN DN19NG AND OTaR N]WI Ra4AtR To WTHN THE FownERE MD wE
THE NOS. IBTALL AND EAS C OR AR) OSED CONCRETE CIUNNG WITHIN FR]RRIY NMN FIE CORNNE UM6 O
THE ON a CREEL AND EaSTNG OR PROPOSED RGHF-O-MY.
B) MS FOUR SWL ff THE BASS FOR ATEPRAES OF THE NORC IN THE ON FALUE TO eaEFE TO THE Rg2RHRHfS
OF THIS PDCR MN' RESULT IN NDH HICCiPFAEE OF THE NEW OR OTHER RAEOES OUMEO IN THIS POLLY.
O WRQWfiIP, ANTERAIS AD OWLtt O THE NORC CaRFIED SHALL 0.YEOWa ro THE 2006 STApID SPEafKAT0l5 OF
THE INNNA ffRNTAENT O TRVfIOIRAMN (HUDIWTER RRRED ro AS SrMMDE) 44ananME). EMERI WERE
TPINN6 ARE ALLLNED OR SNORED a q OR VNWi25 AR OMNTED
D) WERE THE Wit" STADI ESS O AAt OVER WhRCENIA AINLY TWANG CONCURRENT JERSDCTON EXCEED THESE
STMDW0' THE HI STMDVNS 9WL Rit
E) IF AJt PLAN OR OTHER ROTE OR SPEaDGna ON THE )F RJ.£D CONSTRUCTION DOOIENRS EXCEEDS THE MNAM
STANGRYS OF THIS POLICY, THE HIRER SMNC ROS SHILL APPLY,
F) IOTHID CONDONED HEREIN 9WL BE COSFRED AS PORTED. FIE FESCN AD (TUBTRICIIW O NRTRAEMS MOR IL
HIDER SRMDARDS, NOR AS OS OMICING PT1nONS TO I{4FtlRMTE WA3al D FOES FOR VNWEES FOR MIERWT\ES
Nual CAN ff SUPPORTED RY A0012S IN TEOWpaGY ART ARE AFFIRMED I OTHER AGENCIES WTH (fMIREM
JLRSDaW
G) ALL VATIC SHILL OOMLY WTH THO RQIIN.ENIS O SECTa4 ICfliO3 O FIE SFMDYU 9EORCATONS
H) FOR THE PURPOSES OF THIS PoDCY. WERE THE TURN ENOWER 6 USED IN THIS PDCY MD THE SPhDNN
MiTMONS IT 9WL NEMt
1) TE aaW.fL Crtx ENOImR, mFr O TIE COMPLIMENT a ODIAAWn OTER FERalD CARDED By Tf qtt O
THE
E VA LI NCOTAN D SHMat' E THE ANY F OF
THE ro RPR92T H att O CNAEL
u) E E ME) HE EOMCI HIOu FOR AuTF STAFF AD THE HWALT(IN BE R ANED T OEPMRIAIENT ODOR FUEaWE1
HOHNOT 13/ IEWC O CHE U OR Al a THE
AGTNr(5) THAT ANY ff PLINKED 10 RERFSENr IWALTON Ca.ND'
HaA THE ENO aJ THE R THE N W THE LBE
Il AURHRtt O THE EWIRW MR THE WJAC CONTRACTOR
ff PER N SECTION 10501 HA iR SAAIMRll SYO ER TO
J) POOR i0 ECM.ENORNE 1R WO R NE TI ENETQ2 PERORIARD THE WR( SNLL CC STAFF
THE EIM ON TO S?EOIA£ A
RRiSUSIRIFECTI AEEOID lU RNCW TR W TI C that T RE EN T A A NUS. N THE
RlO If RE RS
TOOTHE 1RSRCaEb FCR GRAN SIAaS a LIE WONT AZD i0 RENEW LIE P➢RHWtt a TIE EIDNEER /5 N RULES
TO TIEWA
K) LKER 13 FFRMD OMS 9WL vase SUBJECT To FIE suarWb LSDEPART ED T THIS POLICY CgWENZ WFHOR
AT THE S AFFROVED CCI OF THE N OWER T BE FIE ON O GYAEL ICY KIMNT a EDNEEARD
LJ Al THE STO OSUETION a THE ENHS F THE FORIDE a THIS RALLY RUTED TO NSPETERNO AND 1THE O WR(
9JOIECT TO THE RaAENEN6 O THIS FOULY Q119ff O THE ROP-CF-SEISE 9WL BE DLIEFMRD AT THE
PENSCIAL AND HE STA
M) D TAUS LAD OTHER SFNDYDS FCR CONCRETE (LPL 9WL BE IN AOlYNW6 WIN FIE ON O CAEEN SFNDMD
a ALs.
N) LMER ND OATBE MlA5 9WL M1iER4 CONOTHER TEYI RODLWD CETHE ORATE MITS O 1TH SON OF ESDB!9E0
BY N THIS DAILY ff MUM 14 EKTRUCE CONCRETE OARS WTHN THE HINTHE CORPORATE PONA a Nf ON O ON
0) UNDER NO ORIaAtiIMOS 9WL PTAIaO 11PE a1fE BE 1NSIMIED WMN Df CCRPoR4IE RIMS a THE Ott a
GJAEL
2) FauD\n0N
A) UE El
1) MS N RK 9WL COSSI O FIE ODSIR CIDWIRBNITONH O THE FOUI1ATONl IN AEM0111E WIN MOM IOiW
OF THE St D 9EaRCATDrs
lg THE FOxDMEN SAL SO PEAND N ACCORDANCE WM SECTION GMZXA) O THE 9ADM1D SEOIDNIOS MD THE
RaRMNrs a THIS REDLY.
B) DcrrWAnot MD FTONNN EM
1) PRIOR TO BEONING DCNATION AND EABJMEQEM OPEZ ROS, ALL ROSSARY CLMI ORU IRO, SCIII AND
TCPSTL STAFFING AIC 9BJSEaEM BACI6WND FOR RIDJED ITMS WMN THE SORT S<KE UNITS 9WL BE
RROiAED IN ACMDANCE WTH SECTION MI 03 AD 2OLa OF THE SUNIAD SPECIFICATIONS . Al. Ta9IL
IEQTATCN, ROOTS SNDAI FR49E AD DEL}TEROUS eMTRAL STALL BE CpAETELY AMMO WTHN THE UNITS OF
THE 46E STMEs.
II) ENDNATIONS
(1) AFTER EXCAVATION OPERATORS, ALL SECt AND OEWIL Wff r TALL COS NOT BADLY CaPACN 9WL a
RNVED FEW WMN THE SIDE STNT UNIT AND FIE RSLMC WD 9WL a REELLED NM SOwEE
HAATER L AID COM ACTED IN AOORMOCE NTH SECTION 2C3 O FIE 9NEWD SECOMIOS
(2) AN" FR NC N M DEPRSSC4S WTHN FIE SaE SPOT UNIrs REAMING AFTER DCAVAnONN aFPAFOMS SHl BE
PULLED NTH 9IVELE Nazi 1 AD COFALIED IN tOOM WO W SECTION MS O THE STNEYJA
SFEa
111) EA46NNMITTENTS
(1) SHALL. RE CONSTRUCTEDIN t2DDCE WTH SECTION MOF FIE S
(2) NL ARI TDDNG MIERIT. TNi DBES ROf RMLY COMMON 9WL BE REMOVED FRONT aWDMODN OTHE
S SLOPE
STAtE LOTS
RRKR TO EMWEafRR ORER411ONS
(3) Nat PRONOUNCED !DEPRESSIONS WMN THE SLOPE STARE UNITS R9EMG AFTER CIEARI CR®NG SCAAND AND
TOPSOIL RNDNL 9WL BE RDILFD WTH SUVELE MMPdA ND CJNPALTED IN AEDYDMCE WM SECTION MS O
THE SFNDFD SEE61G1NYS PACER 10 EM3NNEER ORNlME.
(4) PRIOR TO THE CONSTACT104 OF Arc EABME(LEND THE MOW ONM BRAE WTHN THE UNITS O THE SLOPE
STABS 9WL BE LORDED AND THE DIFFER 6�RNES 9NLL BE CaEARED N KOJNVEE AM SECTOR 203 OF
THE STAKNw EFECIFIMnaS
(5) MANINdNAIS S BE SHARED TO BE WELL DRI AND 9WL BE PROJECTED TO PREVENT E KSSOt.
(6) LOB RPM OF dust EABVMhNF UFT. III CONTACTED EEPM LNA M NEJHCO AND COMPACTION
RWRAEN6 9WL BE IN A'EaWIZ WM SECTION 2G3 a IRE SLNWD 9EafCAIIOS
Q SOL SUE10t
IJ S!BSNaS SAL EE INSTALLD ON FOUNDATIONS CONSTRUCTED IN AQDfWA NM SECTION 2(A) AND YCTON 2(B) OF
THIS FOJCY ARE ONLY AFTER THE NSTALUTOJ OF AL DUTIES RD SESURt DI INIGTED ON THE APPRD.ED
CONSTRUCTION DCCU.ENTS TO BE LOIVEC URGER THE PAVEMNR IR COMPLETED, TRENCH 60iEKRWID NEW O THS
1NSTNLATOS 9WL BE IN ACCORIMA WTH THE ETIx OF OuNE_ TREHOH ROCK RD SPECTIMONS
11) THE SWERVES 9WL BE WOOD To 1R RECORD CODE AND SECTIONS. FEE FROM ALL R11S CORJCAINS OR OVER
FROAAWTS
111) THE SeDtA SHILL BE WFOAEY ROOMED, 0]AP/CIED RED AEPR MD IN ACO3INVEE NET SECTIONS 20701 207M
AND M].w O THE STMDMD 4EODGTCIS
A) SWRYLS S WL BE INSIRECIED AND AF ECIED W FIE MOTOR BEFORE NPR A ERCATE EASE OR CYNOEIE Call AR
EDRBTRDTED. A RWLiO. L 9414L a CENRAICTED IN ACCORDANCE NTH SECTION M 25 OF THE STMDVD 4FORGIIORS
IIW+LYFPfi9£ AREAS SAE T CORRECTED TO THE 54TOATIW O M EN BEER REPORT THE PLACEMENT O Nft
ADOEUIE ROSE OR CEICI IE CUNNS
VJ Al TIE DSCETICN OF THE EIONEER 9AW'LE THIJ HAS 5AT$ACIORLY PASSED A RCUFhgL PT REWNS WCMIIED
FOR A RFEW a 14 GFETMR Mn POOR ro FdOW NTIEME BASE OFF CONCRETE RREVC OR IS 9181ECI To A
MTSIEA3E RYN EVENT PRIOR TO PUDRD ADM IE BOSE OR CONCRETE OURE NC, 9WL BE ABJECT T) AEOTOWL
PROOF A31S FROR TO FLOOKNT OF THE ACRRMT BASE OR CONCRETE OU'l
3) ACDRMT FACES
A) 63EPAL
1) MS NRC SHILL CONSIST O RA@D A CDPA:IED AD?dCAIE BOY ON A PREPARED SOL SUBOIOE IN AODINNS
WTH SECTION 10503 OF THE STADND 9'EAF1GT65
11) tCOECAIE PAS: WFERNS 9WL BE IN ARIIDMIff NTH SECTOR MI.@ O THE 9AZDND 9EOFD1TC4S
111) TOO LORGTE BASE AN1PdpL STATE ff COINND FRONT A CERIFIED A I30ITE PRODUCER IN AO]IDYA WM
SECRNN 917 O DEC SRADI 9EOMAlEES
N) THE AIRCATE BASE ANTERIL SHALL BE WfDED RED PWAIRED M ND ON THREE NORC SITE IN A RAWER MOT
WALNUTS SE(RGMN AND MOSTIAE LCI
V) A'(JEGAE EASES SNEL BE CONSTRUCTED ON Aii.O ED SOL SI.BONDES k0 T) NICK ESYS EOPL OR XXTEF THAN
THESE IN CATD ON THE AR XNEO CONSTRUCTION DOCUMENTS
6) TD,PERATLR AND SEASONAL UMUATIOS
1) THE M%'•REMTE 6'aSE S BE PACED IN AUQDMA WM FIE TRP RU E UMTATXES O SECTION 301.01 O THE
STANDARD EFECRGTIDNi
4) DOZEN MANIA 9WL NOT BE FLOOD.
III) ApEGT ROSEC MAST BE FVCW A'D PAS$ PdJOF TILL RdOU i0 NMAAF A IN CfdER ro ALLOY PMANC IN
AfYR1N-.E NTH SECREII 41 O THIS RU El
1) THE REPMWD SOL SIECRNL 91111 BE FRE FROM CBECINWIE OR FORaI MNR.RAS AT THE FINE OF PAPRT.
11) THE SJBf.PAN SILL BE S EJECT To ADOIIONIL PROOF IONS IN ACCORDANCE NTH SECTION MA O LIE SINDM1®
9EOFGTIENS JIfiF PRIOR TO PLAUHG THE AAEGTE BUY ON THE SJBMICE IN ACORDMRCE NM SECTOR 2C(V) a
MS PRICY. LWCCEPIAQE AREAS 91141 BE CONNECTED To Of 5An9ATION OF THE UZURER BEFORE AM AOJEGTE
RAY IS PLACED.
D) SPEAONG MD RN9HNG
1) FIE NIAEMT: BAY 9WL BE 9 NFRIC TI Ww SECRN 'AIDS O FIE HE SO D SRORGngS
11J THE A4AEMT BAY SHILL ff CCAMF? T )A;al BI E W SECTION AIC O THE ADEREPD EASE 111aS
TIo CONCRETE OR A SHILL ff RASED EITE 1TH N 14 CALE DAY NMN 14 EAENYR NE A.gEG1E EASES TILT EXPOON
R
THE
FOR A PROD R FINE AR SHIL THAN 14 CALSUBJECT
TO MI5 OR E ACCCE IN AEBY THE RNN EVENT THE To
THE PACE OF a CONCRETE $00TI SWL ff F ROUES TO HBEFEUCTM A^p ACEPfA2A BY THE ENORER AT THE
OYRTEN a THE POKER AEa1CUNL PROOF ROLLS Mn BE ROUND
4) CONCRETE CAP®
A) OEEPIL
1) MS WOW( 9WL CEM9ST a PVDRD HE SOME CIRBNG ON fTEPORD "AL 9.BJOWES O ACDEGIE BASS M
HS.OBTE O WTH SELL BE ON Tl CT DE N PREPARED
D SORGINS
4) CONCRETE QR3 RARE BE CONSTRUCTED a! STk () SWROR I RAC IORMT WTH
ro DE DETAILS
THE IFEIT a FIE ATRUJCAE ON O aYAEL STAID•JD awls IRE IN A@'D'ME WTI THE aRWRD CETNLS ff
THE AwuJm caSlREnaN DDo_AENn6
III) WITRAS USED W THE PRTX!CI EN OF THE CONCRETE FEE 11E EODID SWL BE IN AOYVDANCE NTH SECTION
CONS? RE TIE CONffRD IN MAA% A9EaDG1MNS OF
THIS
UCI FROM PROTECTION YIGff %TMCS DUI SAL NUT ff
SHILL NOT BE LTIU2ED
ROAR AllENT ETUADORKITIOSIOR ES
A) BODEMENT UTu2ED FOR CONCRETE CON, J IIBTN OM MOM, TAC MID M RDi UNITED i0 PRODUCTION.
WWDN;/TEU\ERL R/DNG, INSTALLATION, .NNNHY (TRAY RN9WNL Ab MYDIME(U15/NYJIIARI AaTNtt SHILL BE IN
Am>rmeME NM YLTN4 � a THE srARWD 9EaRMnas
V) CONCRETE� T R.COXIION MNND ND HYUNC/DMERT SHILL BE W A0.YNMCE WTH SECTION 5112.10 OF THE SIADARD
N) INSVILAWN OF THE CONCRETE CUF ID W)aTED ON TR APRNED LIISIRLCT1a4 OOCafNIS 91141 ff LiMBf1ED IN
DE SANE IRNNG SMIL
FRrNunDN!
RELEASED FOR CONSTRUCTION DTI« �` COURGES RLLNS G aDM� SECT R KM)
RECIED TO THE WSFICTM O FIE ENZRER BEFORE
Subject to compliance with all regulations
of State and Local Codes
City
GF Came
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�VT�Vt�Oa\4YWML_
DATE: \ 09/24/19
RMIE EYSE STILL BE RFNRED PRIOR TO ROOM
C) NEAnfR W SGSMI LIMITATIONS
1) CONCRETE QIBWi SILL ONLY a PACED IN alb WIN SECTION 503.11 O THE SMNDND 9EORCAnONS NTH
THE EXCEPTION THAT PLACEMENT DaRATONS 9WL NOT EON UNTIL THE A.BENT TEMERVERE 6 50F AD NERD.
PVCEAEM OaGWI6 SHALL BE US ONT1MEp WEN FIE tME EM TONNE TUR 6 EESO N}NG AND IS 50F O MO..
AT THE d9ISTICN OF THE EWINEEN CONTEro MOY BE RMED AT AMBENF TEIFER<IUES UE4 THAN NTED AOAE
P OAa0 THAT PLILEMND JONTTD. FNSIRD AND C INC OFFRVIOS COKOR! TO SECTIONS 503.11 AND MLI1 O
THE STANDARD SPEDNGTaNS
11) W MYFUR 9NL BE PLACED ON A FR32EN SUMRAOE O AOfFfATE 814.
III) ORDER IA C15CLMSWiSS Oil CaEXEIE Ciel HE PA® ffTNEp! DOOMOR 15 AND AWN! 'A
AS E A SOL SMICENOE OR AC(RGR BAY MR NHIOI CONCRETE CLW 15 TO RACED, 6 R AND AVINkD EK THE
ON PROP TO NOI M, PJALENI a THE CONCRETE CUB WILL BE ALLa1ED a TO aL9.EER 15 RLWD
TIT THE MERNFF AND SOL SUBLRA)E at AC REGIE EASE SERVE RMPERVURE COAJES WTH THE ROARWTS O
SECTION 4C(I) OF THIS POILl MD THE NAM. CCMRYETOR PAY FOR THE SER.MES OF A FULL FINE CCN'IR'JLTIDI
U CTUR AND AND 9WL ACT AS AN NIMOdhO AEDW OF THE ENGYER THE EWJRER SHALL SELECT THE
COSTACTON INSPECTOR,
Vj E 11E N.BENI AND SCE 9JBPACE OR gSEGTE ROSE 9RACE TFARPFILR COOLIES NTH THE RWRMN6 O
SECTION 4C(1) OF THIS RELY EEMEEN ARL I AND Mill 15 CpDEIE Galati 91141 ff ALLOAFD TO BE R IOW ON
A4 AshRED SOL ABJPNOE OR AUEMT RISE HANDED THAT DE Fal CONTRACTOR RVY FOR FIE SERAC S O A
FIELD. ME CONSIRETIRI IFISECIOR AND WHO SHWL AT AS M ALIMaW2ED AiM OF THE UCKUR. THE UC IIt
9W1 SELECT DE LUSIRUf:110N INS°ECTO,
N) THE ENORR R TR RIOT TO SUSPUD ALL CRCRIE CORE RACPfNI ORR>Tgl6 IF. W THE OPINION OF THE
ENlRER THIS PFSA D NG11ER COEXTOS "/CR THE aMTla1 OF FIE SUBSt AD/OR FIE AEORGn: BTSE
ON TE9LT IN SBJST NDARD CONCRETE CURB RAENEND 0.RRD AND FN9wIG
O) R char
1) COICRTE OMB SHILL ff RACED IN ALOTd1WCE WIN SECTION SEEM, 50212 ND 605EO ) AND E05.04(D) a THE
STAbVD SRCJRCATONS
II) CLRR WEARS ANT BE IInOhD IN N.aENVDE WITH allN NO .D1(C) AND 6OSO4(H) OF THE STMEARD SYaNGPOAS
FRIMED TEAT THE BODEMENT COAOW.6 ro FIE FEWRMNS OF SECTION 5 OF THE STMDVD SPECIFICATIONS
III) ECRIONOIRK SHNL COMPLY NTH THE ROURAENl1S O SECTION LE60KB) OF THE STANDARD SFEODGTICRD
FT FORS 9WL ff RO ME IN ACCCWVCE TOTH SECTION 502.16 AM 1505D1(B) a THE STMD'JN SPEORGIIPS
E) JON6
I) UNRS SWL O:U£OR! TO THE RWRTENS O SECTION 563 ARO FCI O THE SDMDND SRODGTMS
11) JONTS 9WL BE INSTALLED AT INIFAVAS OF 10-FEET OR LI 5-RIOT OR LESS ALONG RNLI. JPNTS IN INTECAAL OMB
AND SIDEWALKS 9WL ff LOGIED AT THE SAE LOCATION AS THE JOINTS IN W All SECOND. JONIS 9WL BE
SY1ED ro A A4NMM DEPTH O 1/3 FIE DEPTH O EACH YO.OTI O FIE CURB (DODO]/14).
IIq T#FCROM EYPMNsa "I S'NL R RAID AT INTI OF So -FEET OR LESS, AT ALL GSTWU THE ffGIIWNG
MD EM OF ALL CLIFF RIFTS, THE END OF EACH MIS NF( MD NER A4RTITC E%II CONSTRUCTION. W
)KIDTW TO THESE RWRI.ENS, EXPMbIXJ JGNS IN INTECRN- CURB) AND 93(W S SWl DE HX1iTEO AT THE SINE
LOCATION AS THE EXPANSION JUNIS IN THE ADIONRD SOEWAK
F) Fail AND CUR%
1) FIE CONCRETE CURD SILL TE RN9ED AD CUED IN 11003LYN(E WIN SECTON 5O.14, 502.IS SIX AD 61l O
FIE SU NaND SPECIFlGTIC4S
11) CTRNG CONFOUND SAL ff APPLIED To ALL DR<!;D SRAES ON SAP-IMMI CONCRETE afD FOR FOALED CYNCRTE
C UB (Cll i CCMIOKD SAL BE AWED TO AL E#VSED SUFFICES INCUMNG SEES AFTER AA' RCRMS ARE RLQE).
III) R CONCRETE CUR® SWl BE ALLaED TO CME FOR A W" O I-MK PROR TO [GEENONG FACRIWNG
CPERp ONS NDYCENT TO THE CONCRETE OTUFR)D (02/07/14)_
G) BICNDWTD
I) THE SPAES ADACENI TO THE CIMRTE CURE SAL ff BI (FILLED IN ATOR INCE NI H SECTION 60504(G) CE THE
STAIDYN SPECIFICATIONS ONLY AFTER THE CONCRETE CU E RD 6 INSPECTED MD ACCEPTED IN THE ENORER IN
AAOMMI WTH SECTION 5 OF MS PWCs
11) RYl6aL RD CRRITNTS 9WL BE NP.SIED PRIOR ro aRING THE: AEA TO R0.1AR CDSIRE:IIW Leat
5) II@ECTIONS
A) ALL HAFUMLS R)SFEO o FAOI Him W DETAIL a THE NR: WLL ff HE NO TO 1RERaION PER SECTION IIL10
NT 1R STADYN THEAIIC4S FOR THE PURPOSE a A931RMNRG 1NAI 1R WR(6 M 91E6rtMU1 COKORWA
WTI Dls PLC SHI THE RY THE COSIRA 1,1 NaOENR
THE OTawnOR 9WL NOTIFY THE ENZRER A MNMM O a0-H0.R5 IN ADVAfA O CAE.EHONG AD' WRC 91vcrt ro
THE 9M'6YDS ESNJ_SCHIEUSHIED !N THIS FOUCY
URCU
C) THE CCNTRATGR 9WL SCHEDULE RpORg1S WM THEE EIDKCR A MNMM OF 46-rvDlb IN fpJAUCE OF 4DN
1APO LS
D) FR CCNI OR RA DANDOM ElORER WLL CONDUCT AN AD. NECE a rR REED CONCRETE B CIUSNS F1) APR TO BaC 1EIL-K
FRF➢RD IOU M'DCA! ONOCS THE INAECTIRN AND Nl RCESSAM RPAIIS 9WL ff QTELLTED PIdOR ro BAa91wNG
PEAMNS
E) SARUNG AZU TESTNO OF wFERAL.i EWRENT OR EONSTDR PURPOSE WON( MW BE Rc-OIaRD Al TE EMS IN U TR
IEINTPACIOR Ai Tf HIS F(I a THE EXTE ) C TR TIONO A561RTSA NG iHIT Tf WRC S M SUBSTANTIAL
THEfOdYalO WTH THIS RALLY SECTIONS
THE AAi2MD CONSTRUCTION OCOaENTS SMEUTH NRI TESTNC 9WL ECKaWA 10
THE RTED TO BE5 a THE SECIOS a THE $TIED BY THE MWERD APPXlBE 10 THE FaRIIIN a iR VEPo(
SUSPECTED TO BE EON{UAPIWNT OR AS NE DIRECTED BY CONFIRM EIDRER
WERE IRE DDRffR . EE OC ES TW 5 T E AT THE i0 JISECOABYVlfE WITH 9MDVdTi a CNNIRY OR MERE
CURSCONCREIT OJIB 9WL XC COED IRO TESTED AT DE D EY THE
a IRE ED COttat IRE DOOJNE TITpIEffi a 1R
CURS MST EQYL ST EXCEED S MNMM PTO SEU BV TE A3FRMD CONSTRUCTION OR ODOWENR
G) SUCH 1ORUECTOS STAR NO ff CONSTRUEDUNDER
ro REEVE RE SIPEOnC EN}REFS OR BY THE 05 W ary WHY FRMI
ROR ODIMTOS AND RE91%A EWI U HI TOR Q]CTIRE T SETO RSE INSPECTOR By THE ERSTHEEA CR Bt
RTNKD ENDIEERS AD TESFOR AONOES SHILL NOT OF OF TEN NE ASS!M RSFCN9OUTES FOR THE
IFPN.£0
OPSTACTON DIXaME OR FOR HET MOMS
MTHO O Fa NOTICED cOSTRFOR O ON FA R' FIE CAMmCFOS
ARID ECMxdILTONN aN FOR THE MM6 AD MOFAS O CONSTRUCTION. N. NOR E) OVIINSTR fN TIE JOB SITE,
H) VCRC ICENTIRW i0 NOT LEER 11E R CULT OF S O MS HUILV . THE F DEFECTME
E WT R &S, DMAOn
LMiYOEPIIBE ORA WEDER l POUND
O MR WObwWO•AH IA a CCEECANC wTEmAE$ W SH UL RE R
(YR1E9 i R NPR OTER N AC EOM i0 MEXSOANNER
PRIOR TO THE RNN ACCEPTANCE a ME wMaC, 9WL ff REMOVED
1M(EAAELY MD PERKED IN ON AOPfAO£ MNER AT THE OMRICFOR'S EXTRA.
I) IF THE COIRPACTOR FATS TO CONFLY FO THANM YdM MY ORDER WOE CNER THE HRONSCNS O THIS AESECTM THE
ENGINEER WLL NNE ARHCRTY TO GLADE UaYDEPARE WOM ro BE RDEDED OR RMDED AND RPLYER TO CNA
UNNTHIMM NOW ro BE RMMR AND TO XDC` THE COSTS DRUM ANY AWES DE OR To BECCAE OE.
J) WOW( CONE CWIRWI To 1NSIRIA:INS ENACEO w TR DOPER 9WL ff CaDEERD UYCOPFIHE AD sueuez TO
1M,ELNIE RNUML AND RPUCENEW IN AO:CIDNE WTI THE INSTRUCTIONS HNACED BE THE DNONFR
6) tLOPIMCE
A) BEFORE ACCEPTAVCE O THE 0.YJOETE OEBJ THE FEWER SHALL EE1ER.1R IF FIE IMP BENS ARE IN S!E6TA3W
CORNIIa WTH MS RACY (DCEPT FOR ANI )NAKES GANITID) MD THE APPROVED CMETA!CT1CN OO(MEMS.
B) THE EIDRER NAY, AT HIS %E DISCRETION ACCEPT NEAR THAT IS NOT IN ONCRANA Wll MS POUCf PROACED THV
THE NRK Is BANNED FOR A PEACE ORKATER THIN TREE YEARS THE ENINEER 9WL ESU91S! TR EXTENOM BOIDRD
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CARMEL WATER UTILITY REQUIREMENTS
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SIZE
-W-
'U-*,
-r
6"
2' 6-
2'' 0"
4"
8"
2'-6"
2'-l"
4"
10"
2'' 6"
2' -3"
4"
12"
2'' 9"
2'' 5"
4"
15"
3'' o-
2'-8"
5"
IB"
3'-6"
3'-6"
5"
21"
3'-11"
3'-4"
6"
24"
4'-3"
3'-8"
6"
27"
5' Ell
3' -11"
6"
30"
5'-9"
4'-4"
6"
36"
6' -3"
5'' 2"
6"
42"
6' -11"
8"
AS"
7•_4"
9"
54"
6' 0-
9"
60"
8,' 6"
9"
66"
72"
9'-B"
to-
l8"
I'-0"Mmtinu
undnh,nm amnd
Ewiethg ParemmC DOW
Cue amighe Edge
saedd eoain Vida
Palanmt VrvP Walks
Or Haw' aeww poip,l
In 6-Livers
speow Bonds SFdl
Cm/mm ro SHOOT 2n-a2h
Undisturbed Earth
"* Table is Far ASTM D-303q Wall Thickness
Class SOR 35 For 6"-15" And ASTIR
F-679 Wall ID/cRI Class I 1 For
18"-36. For Other Fdrobie Pipes,
Minimum Trench Width "U" Sholi Meet
Manus arorer'.e Requirements.
i1 IW�11�115 Hg1 RE NIAF�WiITFN .RrE'/All. I(VI Ili* fT N1F 1W--NsE".'Twf� RIcA,AfHRBW.e LID)
SERAFEll,61NISATIjV}R_ O PRFSSIr3NF Nr'k1 FAT IW�fZiR$r1'jWF rNMRN n1•'F 5
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TIIC PTIL E 556.00.RE SCF.CTE Rr%NOON♦ m -NNSP (fN.
Match Existing Pavement
Material And Thickness
Approlred Excavated Material /n Unpa✓ed
Areas Unless Otherwise Directed
Note: Under Existing Sewers, Water Lines,
-
Gas Lines, Telephone Coble And
MarkC1With
Conduits,
Material
G vnrica 8edd/ng Material To The
planner Funding
Centerline Of The Exie&g Utility
Lines.
no, Pavia, Ppe WIL SWM ai Pio;Ye Win
Ell seeing ARNod shall Be LI
And Hand /moped /n 6 Loprx Io A Mmanum
Or 1"-0" Ahow Ppe.
Bed pp, In spenYed awil"
BohdOP Malwid Haut T ped In 6" /a/ere
m /2 comes m pp,
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Shaw
To bass did02.nuubt
rd wpm saxoz. s;:e NaHo. e
I
"U" At
g
Top Of Pipe
* Note: "W" Is the Maximum Width For Rigid Pipes.
"U" is The Minimum Width For Flexible Pipes
In Accordance With ASTIR D-2321.
TRENCH DETAIL
FOR SEWER AMC WATER MAINS NISI
CARMEL DETAILS
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DRAWN BY: TEN
CHECKED BY: ALD
PROJECT No.
1805-008
SHEET No.
C5a1