HomeMy WebLinkAboutVINE_HEALTHARE_ADDITIONS-C5.1-CARMEL-DETAILSaR M reshL caGRTe aFM FaKY ffmsR a zDa
SERA
A) RE W k 98ECT TO THE MQUI (DUPING.
O MS WILY SHALL 1RLFE THE ESSARY EDP NYLES:/TRD.REY, AND
ME
FO; PVONO DSTADYnm JOMFSE AND IN TALL AND oHER G WA NaSRY ro AGAIN
B FgNATXFIR AD SOL
THE O O RTiTNE aND EAST RAISES An UT) oxOJRERE f1lMNG wnA FR]R1RY NNN THE LORPNE ours a
THE an a GR.EL AND EnSDFG OR FR)PosfD RDR-0E-NMr.
B) MS WILY SHALL BE THE &55 FOR g2GO OF RE NCIM Be THE aIY FAILURE To AWERE To THE RECIIRpENrs
O THIS POKY MAY ITSELF IN Nm-NSIDTANO O RE WORM OR OTHER RMDES OU UND IN IRS WILY
C) wTMMA51P, WiDEAS Na OJFUIY O iFE MORE COMUTEO SHALL NFFCRI ro THE ZWE SAHMR SPOnossuc M T
THE INUMNA DEP01RAENT OF TPANSPRRATICN (NRNNRF RFERED TO AS STANDARD SROHCATOS), EXCEPT WHERE
DgMlluR AR ALLOAED CR SFECIM HEREIN m VAWD3 NW GRWW
D) WERE RE MN" SfNDYDS O ANY OTHER (DhRMEMN AIDLY HAMW ON]RRA JWEDICI EXCEED THESE
9*GR)a, RE HIDER sAMlas SHALL APRY.
E) F W BAN ON OTHER LATE ON 91EOTGTAN ED RE AFFRMED COSTR M DIOMENRS EXCEEDS RE MINIMUM
STAOAOS U R5 WILY. RE SEDER STApNDS SAIL ANY.
F) NOTHING COMAND FORM SHALL BE CONSISTED AS PRNBRR THE DESIGN AND CgS1RMK0m OF IMR.EMNR MEI
HOER SIAOND'> RR AS g9kLRACNG PLLOS TO AIYYDPRAE GOVERNING BODES FOR VARIANCES FOR ATENYRMS
WHICH CAN BE SUFFERED Of ANAAT.S IN iECNGLWY AND ARE AiWrED ED OTHER SCONCES NTH COq.RDR
JUI9UCRN
G) NL MORE 9WL Caucti WIN RE RmEEMNTS O SECTOR IMET O 1FE SfN SEEDDCATpS
H) FOR RE RFFE035 OE THIS WILY. WER THE III ENIONEER 6 USED IN THIS WILY' AD THE STANDARD
SROBGngb, T SHALL MAIL
1) RE WAEL ON EWNFR STNF O THE DEPARTMENT O fNONWR, OTHER FFEaNEL BEE0E0 BY THE ON BE
CAMEL OR NRWRM AEN(S3 RANI MY BE RTAND TO REPRESENT BE ON O ORAEC
1) RE WMLFON OLFDY HOMAY ENGINEER, STAT O RE WMMTm COUNN HORNY DEPoRMIHT, OTHER PfROIEL
EMPLOYED BY HANLTED GOULD, OR ALTHORM AGENT(S) NET MAY BE REND TO R3iE41NT HYWILTED CQUMO
HOAAAY, DEPDDR ON THE LOEON O THE WO IC
1) .WHERTY O TN ENGINEER MR THE WORK GOAL BE PER SEEMED MEDIA O RE STANDARD SROMATDS
J) POOR TO COAINLIHG THE WORK THE CONTRACTOR PERFOAIFG HE WORK SHALL COFACR RE EM NEER ro SCHEDULE A
PE{OSRdLT10N MEERNG TO RENEW HE OWNERS CONSTRUCTION RmRDRRS, SHAFT RnDCADN RWFENETOS
REQUIRED 1N8ECDOS FOR ORIAN STAES O THE W AND TO REVIEW M AIIHORN O THE OWIN ER AS IT REARS
To RE WEN.
Lla1E R ORAHAN£S SHALL WORK SUBJECT TO THE SWADFOS ESTAEI9ED IW MS FOWr COADVO WR
ISIANTG APPROVED cAaTRKTED IAA'INIS If RE ON O CAR.R DEPARTMENT IT DONIRNG
L) AT HE SAE DSR.TKN O THE gDNER HE FORTKNS O MS Pi RIATEU ro INSPECTORS AND TESTING O YAM
SUBJECT r0 THE ROJRMNrs O THIS POKY OJSIff O RE RIGHI MY SHALL, BE DETERMINED AT RE
PE-COSTRCADN MIRFL
AN DMEN90101. AR OTHER SIApA'DS For CONCRETE OAB SHALL BE IN ACXIDW1E WITH BE ON O CARMEL STADAD
DETAILS,
N) UNDER R CRAbTANSES 9WL MTBMAL OTHER THAN FCRIVIG OMM COMAE MERFL THE STANDARDS ESTABLISHED
BY THIS P UCY B: MUM To CC6RRAC ANOMIE OHMS WNN RE NIFO RITE UMIS O THE CT( O CARMEL
O) LACER FD CROIA6TANZ5 SHALL E%TLffD TTPf QFM ff INSTALLED WARN TE COARATE 11 15 C THE GNU
CARMEL
2) FQUJDAnm
A) GENERAL
1) MS WORK SHALL CONSIST O RE OJNSTRKTbN/1nEPATATKIN O RE WNARN W AOfIDVa WTI SEEMED RAM
O RE STAIWD 4EpFlGnOS
1) HE FOLMIKN SAL If PREPARED IN ACUDYNCE WM SECTION E05.03(A) O TFE sTAINID sRORFAR05 AND 1FE
REQUIREMENTS O MS PL ,,
B) DCAVATm AID EMAINEM
1) FIRM TO BEGNNR EADMOED AND EMJAIMQR OFERADONS ALL NOSEIRY CLBRNG IXUBBM,, YfNANG AND
TOPSUL SRPRNG AND 98TQFDIT EAOEIWR FOR REM MID RUNS WNN RE SEX£ SAE UNITS 9WL BE
IERORNED IN ACWRANLE NTH SECTION 201.01 ND M1.04 O RE SADAD SEORMH AL TOPSOL
VEGETATION. RO IS SN.P, FRIRE AND DFLETEIECIS MITERS SHALL BE COA3ERELY RM)rID WNN RE UMTS O
RE SUCK STARS
q EYcAWnG6
(1) ATER ExuWTKa OFfl VIKII ALL SPONMY AND YOUNG WOOFED THAT DOES NOT FFAOLY COR.PoCT SAL BE
FAAEED FROM WNN TE MOPE STAKE UNIT AND THE RSL IG VOID 9WL BE WALLED WEII SARABE
WTER4 AND COMPACTED IN ACCORDANCE NTH WOOD 20 OF RE SIAUAD 9EOFIGTICNS
(2) ARE RNGIINLED DEPESSOS WTHN RE MOPE STATE UNITS RSLEW AFTER EXCAVATION OWROUNS SHILL BE
REFILLED NTH SUITABLE WTERL AND COPATED IN ACCORYKE WTN SECTION 203 O THE STANDARD
sFEaRGTICS
nJ BMNN.EINIS
(1) 1 SKIEIRS 9WL JD QY6TEGIfO W A ES ACT R NN SECTION 203 O RE sMNMR FROM
O NOTE!
RE
(2) ALL 9ETGY AND YCLOFD WTOaEL nPi DARE NT R/OO COMPACT SHILL ff WATEO FWA WNN TN 96T
SINE UNITS PARR TO EMNNMEM CRRATGNS
(3) 1 ENTERED CONDITIONS WARN RE TOPE SAW HARTS RESULTING MFR aFAMI CRUET ypANB AND
TCPSOL RIV:A 9141 OF WALLED NTH SUCMALE HATERS MD COMPACTED IN MIXNNNLE WTH ACTION 203 CE
IN STANDARD S°EOCOATIU5 FEAR 10 EAGN(MM OFTWOvS.
(4) PRIOR TO THE CONSTRUCTION O AA' EMWIM[NT, THE MOW CECUFD 9FFAE 01HN THE LADS M RE SLOE
SINES SHALL BE LEVELED AND THE UPPER fi-WES SHALL BE COMPACTED IN iODOWANIE WITH SECTLN M O
BE STANDARD SPE LICATICPS
(5) fMJAINEN6 9WL BE S•WEII TO BE HALL DRYAD AND SHALL BE PROTECTED TO PEM(NT EKED
(5) UXI CLOTH OF ENCH OBYIMEM UF, TALL UNAINCTED DEPRE a)MACTIED MIRED JI D CD M
RQUURADRS SHILL ff IN AIKRAOF NN SECTION Art O THE STANDARD SPEOMATDFS
C) SOL 9R3ADES
1) %B S SHALL BE IWAL ED ED FONIATIOS CONERNLOED IN ACCORDANCE NTH SECDON ](A) AND SECTION 2(B) O
THIS POLY AND ONLY A'1ER THE INSTALLATION O ALL CENTER AND SB9 MADE PROCEED ON RE AFFGNf➢
COSERKTED DOCUENS ro BE LOAFED MUM BE PA EMENR ARE OJA EIEO OWNER BYYJ % NFM O THESE
INSTALLATIONS SHALL BE IN ACCQDYIZ WITH THE ON O TAMFl TRENCH BIONDI SEOWATOS
11) THE 9BRNa SHALL ff SAPPED ro THE RQUURD OYa AND YCION$ PET FROM AL RIS, OAMCATI NS, ON OTHER
1PEQUAARTES
m) THE 9 E1UADE SHALL If LMFUNLY PREPARED. COPAKIED AND AFFIRMED H AKDRYICE WTH SEOKKS .'YIT.OW 207.03
AND MAGF4 O RE SINNDAD sffaMAMG
M 9_BWO.S 9WL ff IBBECIED AD APDIED ff THE DANFR EEWW I AAEGIE ARSE BE coNL@RE CUB AR
0.TSIRUf:IID. A FRgRY1 SHALL BE O NDUCTED IN ADOOWMNCE ATH SECDED 203.26 OF RE SADYD 9EORCATRR
UYCCEPDBE AREAS SHALL BE C9RECTW ro THE EADSALTm O THE ODNEER BEFORE IN PAEAQIT O ANY
ALRCATE BASE OR CAAiIE OFMFD
M AT IRE DEOil1ED O TIE EN4QR, 9_BIRAOE Ralf HAS SAISFAC1mLY PASSED A OAOFRLL. BUT RRAFS UD>VENED
FOR A RROD O 14 m DAYS P OR TO RWNG AGOEGAE BASE OR 00NORE E OFMxG OR IS 9BLC1 TO A
MEASRIELE RAN EMIR PACR TO FWD ACOEGIE BASE ON CONCRETE ONBRM 9WL BE SUBJECT ro ADDITIONAL
REDO WILLS PRIOR TO RAm.IAT O THE AC R BASE ON CC(]ETE CUEING
3) AGGREGATE EASES
A) GENERAL
1) NS MORE SHALL CONSIST O RAGND A COMACHD AGGREGATE 9H ON A PREMED YE 9BWGE N ArIfDWZ
NTH SECTION 10503 OF THE SAND•4D 9KORGTcrs
1) AGEGT SASE WWE S SELL ff IN ASliDANFE NTH SECTION MEDIA O THE STANDARD 4 OBGTDS
11) THE A GREGATE RASE WTERA Si BE WAI FROM A CDBIRED AGGREGATE BOOKER IN AKORDAGE WITH
SCON BIT O THE SMDAR sPEORA1KYfi
M TR EGEGTE ARSE MEBLAL SHALL. HE WILLED AND 1RA6CRRW TO. AND m RE MORE 91E IN A MANNER THAT
wwA SEPEGMN AND WSRR LOSS.
Y) AGGECTE BASES SHALL BE @SIRLTEO ED APPROVED SCE SLECO ES AND ro NOPESSES EON. ON QEAER THAN
REST lD ED ED THE A4RDNED COSRRM M OOLUENR
B) TFMEMW MO SFASOVL UMATKNS
1) RE AGEGTE ELSE 9WL ff RAID IN ADSWVEE NH RE TEMPERAREE UMTARY6 O SEETRN SEEN O RE
STANDARD SPEaEIGMTS
I) ORDER W1 SHALL FOR BE PLYID.
D) ACKGIE GSES MST ff II ATH RY4 FDG RLL RRLR TO gCVEMHR A IN OIEER i0 NLm PAAR ACCORDANCEWM SECTOR 4cfM OF THIS NUCY.
C) REPAATIED
1) RN FTPARD SOL 9BRWF 9WL ff Rif iqm OBFCTIONB£ OR FQDON WHRAS Ai THE nM O PIA(flRR.
SPE
IIJ ME RGOUDE 9WL ff TO RED i0 THE
AGO REDO ROSE
O IN AEDgDAE{ WM SECDON 2 II %IN S21 B
HIS FORD JIfiT RdOR i0 PgND THE AREfATE B1SE ED THE 9BOAa M E E4c iE WM SECnED URE O
HIS WILY. IWDZRABE SEAS 9WL ff CORTECTN ro THE GTSE/CIDN O THE RDWA ffFOR NT' ACGEGTE
EAST 15 PIA®.
D) sRDACNC AND RN91N;
I) IN A SEGO BASE 9WL BE SERAD IN taORADE AM SECTION xim O TN STANDARD ePEORGRAS
1) RE AAICAIE EASE 9WL BE QJMIALTID IN ACG]RMa 'ACTH SECTION MOM O IN STANDARD 9'EOFMEIOS
11) CCNSMTE OURR SHALL BE RAM OVER RE AGGREGATE EASE WNN 14 DREN UR GK AGIGTE BLS N3T HAY
ORKEED FOR A RROD O TIME OEATER NW 14 FADUAR GK OR EXNRFa A MASUFABE RAIN EVENT REOR TO
RE PAD.DM O EDNOETE CUM SHALL BE SUBJECT TO IN3CCTEN AND ACCEPTANCE Be THE DOWER. AT RE
DISCRETION O THE EW WER ADTOW ROOF RILLS MY BE REQUIRED
4) mNRETE CURB
A) GENERAL
1) Ns WTM 9WL SECHST O SEC
TION 00 BE WOEIE FLCDR ED FRPAaO WL 9BWa5 m NDEWE BASES IN
NSDRAGE TI ARED 05.N 1O RE STNDAD 4EOTCATNWR
1) WYORETRE CAM SHALL BE WATT UCTED ON PREPARED SOL SUEGFADES OR )AGGREGATE BISES TO RE DMEN OAL
STMMIDS OF THE MRN'AOE att OF CARMEL STANDARD ELIAIS OR IN AKADANCE DITH RE OMENC OCAS O
RE APPROVED CONSTRUCTION DICU EM
11) MTEFLYS USED IN RE PROKTION O THE O}DETE FOR RE ELI 9WL If IN ACNRANCE WITH SECTON
60502 O THE STANDARD SPECIFICATIONS, PER DRY SIRN.TH AOARRR3 MY ff UJIUM BUT 9WL NU If
OW96RD W YWNNG ANY RCJRMEN S O THIS WKY FRF2E PROTECTION AMXTUE5 SHALL NOT BE MUM
UNDER Att ORUbTAKES
M EQUFRMIT MUZED BE NNCRE E CI&NG INSTNLAHED YGRN. IN W BUT WE WEED TO RaODU HON.
WYLR/LRfiRM, Evoi woulnm Liti allow. RNSNR AND MSCEUADjus/ADUNN ACTMtt 9WL If IN
AKYMDWCE AM SECTOR SUB O THE sobauto sEaRunOG
J) CmRTE RMmIKTgN MAW" HALNG/ODIMBA SHALL BE N ACCODAa N SECTION 502.10 O HE SADA O
9KaEGTaG
M) INSTALLATION O FEW CONSdTf OJIMN; IFDGEFD ON RE ARRAED CMTLDIION OOaAENTS SHALL BE CKMREYED IN
HE SNE PAMFD SEASON.
e.., RELEASED FOR CONSTRUCTION A PROF R IN AIYRWNCE WM SELTIIO
A CUWSEs IN AXYWYNCE NH SECIm X(v)
TO THE GnsfACION OF RE DNINER ffFOR
Subject to compliance with all regulations
of State and Local Codes a SHALL ff REPAIRED PRIOR TO RAONG
City of Carine1
DATE: 09/24/19
Q WAFER AND SFASCWL UITAnAs
1) COA IJFMR SHALL ONLY If RKED IN ACCORDANCE WITH SEMm SOW N O THE SWANS R S'EpF1CAnO5 NTH
THE EXCEPTION LINT Rf48.EM OF R411a5 yWL WT EON UNTIL RE M9EM TEMPERATURE IS ETF MO REND.
F1fm.EM OTR4nENS SHALL ff DS'fMIN1ED NEED THE AMOUNT TEAR UNARDAE IS DEYSN}NG WAR IS STF OR WILCW
AT THE DY TINT OF THE OCNEER, CIXYCHETE MAY RE PLACED AT NOW TEMPERATURES H4 TWM WHO IBTE
RtNDED THAT WACEAENr, JOMIIL. DNI AND OUR% OfER4nCb6 CWi TO YCLONS 5D1.1I All He 11 OF
THE EDWAD 9KaDGTGs
u) W MMME sou BE RACED ON A FROZEN SBRIOE OR AGGREGATE BASE.
11) U R DR]ASTNaS SHALL NNNRE OURS BE Rllm ffTYVEEN DE09R 15 AND MARa1 M.
M F A SOL SMORACE OR AORKI BeF MR WHICH CONCRETE QRS 15 TO ROGER. 6 F1ATD AND AFFDAED BY THE
ON POOR TO NOVEMBER .10, RAOMM O THE CIOGTTE GLEN WILL ff 4LONED OF ro DELEM ER 15, FRDADED
THAT BE ANBENT AND SOL SLBMDE M A,CITGTE BASE SURFACE TEMFRMTUR CA.PU6 WI THE ROUNMINTS OF
SECTION 4Q) O T45 RLCY AN THE PANNG COMPACTOR PAY FOR THE SOMCES OF A ALL TIME COSITEXTICN
INSPECTOR AND WHO SHALL ACT A5 AN NRHO M AGENT O THE ENGINEER RE EMYERR SHALL SELECT THE
CONSTRUCTION INaECTCR
AS IF THE AMOUNT AND SOL 9BAAE ED K[iGrE EAff sfdACE RMTWEUE Ca M WM RE REQUIREMENTS O
SECTION 40(1) O THIS POKY BETMEEN AFIL I MO Ji 15. ODAGRTE OFB SHALL BE NLCNO ro BE N® ON
AN AFRQEp SOL 9BGA6 OR AOSEGTE EASE FOALED RAT THE PANNG CONTRACTOR FAY FOR RE 4RAES O A
ALL nM O]NbTRKDED RECTOR AND WO SHALL I AS AN AUEN,IEZED AETR O THE EM WERE RE DDNEER
SHALL Ram THE CONSTRUCTION INSPECTOR
M) TEE ACE? R4MfS FEE FOR TO SUED ALL IXYII2TE DJR WAITED ORRATIOlN6 IF, W RE OPINION O RE
OI9NIIt THAT PR.VNUAW WEATHER C]8TIONS "LEFT THE CCNMRN ORE 9JBSAOE AND/OR RE WGEGTE B14
WY RCLUT IN CONHIE CURB READ . CRNG AD RISING
D) PAmaM
1) ANRTE CURB 9WL BE RACED IN ACCORDANCE WM SECTION 50209. 50212 LAND 6DS04(C) AND 605.Ut(D) O RE
STANDARD sffaFlGnarM
11) CUM MLN1rs MAY HE MUM N ALixwAIx WI scnal 60504C) AND 605.11 CE RE srA v ORMn
FROMMED MM BE EQIFhNI NNGdS TO THE RQURWIS O SECTION 509 OF RE STANWD 9WRCA
11) FUAMQM 9WL OT.RY WN RE RgItDVETIIs O SECWN WSON(B) O RE 4AIUcfol SROMAROS
M FORB SRI ff RMQfD IN ACtORNa WTI SEEMED SOi.l6 AD EUxO ) ORE SWD'Rl 4FOFHGRci
D mers
1) JaNrs sou COEORMI TO RE RQAREMs O SEMm 503 AND 601 OF RE STANDARD SHE nM
11) J]N5 SHILL BE INSTALLED Al INIENWS OF to -FEET DR LESS 5-FOOT OR LESS HANG FAMAL JOBS IN IWE 0.1M
AND 9CEWW6 SWL BE LOCAE D Al RE SA.E LOAN AS RE JON S IN BE A NNG 9DEWAK JONIS SHALL BE
SA ED TO A MNMM DEPM O 1/3 DE ffPH O um SEGMENT O RE QAM (02/07/14T
11) REFCa.ED D M MAPS SHALL RAOFRfRANS BY L11 A NL SAL D AT 150-FEET CAST1 INR RE BEGNS
AND UNDO NL E RTIFa6, RE ENO O Dm GK NOTES
GRA AND WEND ABTDNG ESHALL E LOCAED AT W
ND1XN ro ARSE RQURMON !EXPANSION RE JONS W 1NEOAL CW AND 9CEWAJ6 SHALL ff LOCATED Al RE SAME
LCReM AS THE EXTENSION JfaNR N RE NlONR 9DEWNK
F) RFISTIrG AND CURFu
I) E CCNDARCUR RENAL Ea FlN9ID AND GBRD IN eGCDIDVICE WM SECRm 502.14, 502.15, SIR AND EDED BEOH
THE STANDARD SRaFlGnas
Ig OFBR CaMUD TALL BE ARID i0 ED O ATE D SURFACES SURFACES
FA SHIP -FAMED CONCRETE aE8 FOR FORD NNCRIE
0.RE aRR COMPOUND RENAL ff ANTED ro ML R A MAI UMOF Di PRIOR
TO ATFR ANY F ARE RANI -SAID.
111) GR C IONS JA AFAR SHALL EE ALCMED ro CER for A MWIMM O ]-G15 mOR i0 CGARDFG BEYeIWR
OPDRATUS ADI4FRNT TO TN CUGRTE WDR (oi/O)/14).
L) EAOeIWR
p THE somas eDumT To ,N aNaREE o_IM SHALL ff EAGaTum N ASODAa NN ffLDON EIB.G(e) a THE
SHADED 9KOMAROS OLY LATER THE fAFIIETE GFMN; 5 1F8RELTf0 ND NaREO BY of fNG1FfR M
MSIIDYNE NM SECTION 5 O MS FQUILY.
1g EADmwNG CONTRAS SHALL ff wMRETED FRCR ro OPEN; TN aEA ro RauR ars1RKVED mADc
5) 1F${AIGNS
A) AL WEODAS NaI9E0 AND E/CH PART OR ffTAL O RE NON HALL BE SUBJECT ro 1NSWTWN1 PER SELTXN NEED
O RE STNDAD SPEORARONS FOR RE PLIRH O A ANN RAT RE NOW S W 9�TANIlN1 CGfORWYE
WITH Ns WKY AND RE AFRAID wN6RGO1m lKON.ENRS
B) BE 0.YlIPALTm 9WL WHY BE ENONER A MNMM O 48-HORS IN ADVANCE O OM4 % AIR MOM STREET ro
THE SINNDI DS ESDIBIsfD BY HIS FCUCY
C) THE CONTRACTOR 9WL SFEDAE PDCRUS WM RE FIGNFR A MN" O 48-HUM IN ANGLE O SOH
0) F E IINGOR m AND ENwEfR ALL SPOILT AN INSPECTOR NEU O THE NW SHALL E QIMR FAR MLR TOBIG HFALOFD
FREZIR ON PANDm CPAO6 RE INSPECTION AND ALL NOSSAN RPAIM SHALL ff COALIED PldgR i0 BEOETWR
OERNXFfi
D SEARING AD 16gNG O WIN OF T EmRQT ION R THERc11ED WONT MAYBE RQUFRD AT THE K Is IN O ME
mNmnnm AT ,N usGETDN a THE fNONFR FOR THE PFa3rE a ntEMNNR THAr ,N rnaF 6 1N 9BSTAMW
COEORMANE NM NS WILY MO THE ARYDifD COSRRUCTIED IXKlAEMS SMPJR APED RSDN; 9WL COECRA 10
RE R TOK a ,N ffcnaa a RF sTAMR SHTOFDTEAG ARUOB£ To THE FCRDN a THE wAM
9AECIFD RO ff NN{OHYM CR AR OffCIfD BY Rf fNGNRt
D WERE TN OWNER ffOTa,INS RW 6 KOS4RY ro OEDIFA OTAPLLNCE NM STNDWR O QUWTY ED TNGefSj
EDNJ£IE CFM SHALL ff OGED AD 1ESIED Ai W El O W ONPACTm. W AMPAE TH(ME9"ES O W
O}M MIST EQUAL OR EMBED RE AND" FEES REED RE RE AFrNDRD CONSTRUCTION OLIA
G) STEM INSPECTIONS 9WL WE BE CONSTRUED TO RUEM THE DEV 1OPER5 EN,INERS OR COMRLTCRS IN AW MY FROM
THEIR BJGDONS AND FESPOWBUIRS WEER THEIR CA RLTS. SPEUUCALLY, INSPECTION HIS THE ENGINEER, OR BY
RTANED EW EERS OR TESfNG A3ME5, SWL NOT REWIRE THEM TO ASSENT RE�BLInES FAR ME AFFORDED
CONSTRUCTION DSIAMAS, FAR MN/ M9MERNRETATICN OF THE AwRMLD Ca6TA CTICN D111AENTS BY THE CONTRACTORS
BEI COISTRKTIq{ OR FOR THE MACS AND MTH]Ti O UMIRKTDV, NF FAR SAFETY ON THE JOB SHE
H) NOW IDPRIDED TO NIT MET THE REQUIREMENTS O THIS FYLLY OR RE NCTMD CONSTRUCTION DDN.VTS
IRALEPRABE WORT AERNR TN RESULT O FOR WOEQWSHP, USE O DEFEOM MTERI DAMYA THDDI
O✓M£4NSS OR I OTHER CAUSE FOND TO EXIST Wm TO RE DNEL AOMPTNa O THE AMR, SWL BE REMOVED
AEA Ell4TRY AND REPLACED IN AN AKEPDBE MANNER AT TIE OONIRY:TOR'S EPQCI
1) IF RE ONTRCTOR FINDS TO CIOAEY FCREMAEH NTH ANY ORDER MYE UNDER THE PRLSIONS O THIS 9BSECTm RE
BDNEER ALL HIE NTWMY To CARE IWLOPRABE NCM 1O BE RAIDED OR REMOVED AD RPIi10ED. TO OAI3
UNAUTHORIZED WONT TO BE RMJiFD AND TO DEDUCT THE COTS FR I ANT NINES DUE OR TO BEGONE DUE.
J) TOW DOG CCPRAtY ED 116lraKIRR PIDADED EY THE ENGINEER SAL BE COF6DEND LNFCCEPTA U AND 9RECT ro
IM.EDATE RADrA AO RRAOMM N )SO )ANGL NM THE 1NSTRKTON$ R ICED BY THE EWNER
6) ACFPTANCE
A) BEFORE AGCfRTANE O RE CON RE E OIM RE MAIN SHALL DETBNN P RE 1MTiOELINR$ ARE IN 9EESNMAL
CORIA4T MR INS Pci (EXCEPT FOR ANY VAdN4ZS CRANIID) ND RE APPRMD CONSTRUCTION DOCUMENTS
B) THE ENOERR MY, AT HIS SELE DSO ETIED ACCEPT WORK RAT IS W IN O]N'QMWNT VITH NS WILY PROADED THAT
RE WORK IS BORED FOR A FIROD GREATER PLAN THREE YDNM RE ENwEER 9WL ES IELSH HE EXTENDED ROD%
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CARMEL WATER UTILITY REQUIREMENTS
larmeg Utilities
3450 W. 131d. Street 317-733-2955
Carmel, 1. 46074 Fax: 317-733-2053
POSI-CAPS OR THE EQUIVALENT ARE NOW REQUIRED ON ALL
WATER VALVE INSTALLATIONS.
CONTRACTOR TO CALL FOR PRE -CON WITH INSPECTOR PRIOR
TO WATER MAIN INSTALLATION.
CARMEL WATER UTILITY INSPECTORS HAVE THE AUTHORITY TO
MAKE CHANGES IN THE FIELD IF CONDITIONS ARE
WARRANTED.
Ere. Roe 9ree Be
AMAwAd London Fire
EirOFMg Flbra main
New FWfa* MaIe
12' MAN
red,
FAIN
See Trench Lew
Fa Baek1A' B,pMbemaAta
flenti APatN Mi
MAW Maul
8wY ppe In spachei F Ehv
Wndeh9 aman'IX Road Tc. joae ACT
6'2nUow"+ To Fine enionsone
NadeNp Yata,IX SAW Ca Arias
To r 7 SOUI Sese Na 9
SECTION
RETIE
CITY OF CARMEL WATER MAIN
STANDARD DETAILS CONNECTION DETAIL
xa.e von• Insist. eot Tv Scala
Nance. CARS
CITY of CARMEL WATER DISTRIBUTION
METER PIT DIAGRAM
O METER PIT LID AT GRADE LEVEL
/ (should be able to mow over)
16n ARAM D dD" D Pk H
J NO IRRIGATION INSTALLED INSIDE
IF METER PIT
5
CAN CONNECT AT LEAST 5' OUT OF
a
PIT ON HOUSE SIDE SERVICE LINE
K5 COPPER AT LEAST S OUT OF PIT
I ON HOUSE SIDE SERVICE LACE
S17F
"W
U"**
"r
5'
2' 6'
2' 0'
4"
8'
2'-6"
2'-1"
4d
10"
2'-6"
2'-3"
4"
12"
2'' 9"
2' -5"
4"
15"
Or 0-
2' 8"
5"
AB"
3'-6"
3'-0"
5"
21"
3'' 11"
3•_4"
6"
24"
4'-J"
3'-8"
6"
27"
5'-6"
3'-0
6"
30'
5' 9"
4' 4"
6"
36"
6' DO
5'' 2"
6"
42"
16'-I)"
8"
60"
8' 6'•
9"
EnMmg Pawnmt Smr
Cut Senn t Ease
bdeml Ali unmr
PowmrnA Uni Wks
A, SEW., ad.-w r v.e
In 0' HAwn,
a ms'booxrdr Ads
CM/ To WOOT 21102b
PR•fR3lA//dl/S•II!1
** Table Is For ASTIR 0-J034, Wail Thickness
Class FOR 35 For 6"-15" And ASTA'
F-679 Wall Thickness cuss T-1 For
18"-36. For Other Flexible Pipes,
Minimum Trench Width U" Shall Meet
Manufacturer's Requirements.
Carmel Utilities
3450 W. 131st. Street 317-733-2NJ2
Carmel, In. 46074 Fax: 317-733= 053
METER PIT SPECS 5/8 a 3/4" - I"
ITEM# DESCRIPTION Fi X XT'METERS
I. SERVICE LINE 3/4- K COPPER
Y METERS
1" K COPPI R
_. IONIC
FORD Y502
FORD Y504
MUELI ER THAN 203
MUELLER H50403H)
AY MCDONAI D 14-1
AY MCDONAI D 144
3. STREET SIDE ANGLE VALVE
FORD AV04323W
FORD AV94444W
AY MCDONALD 4602Y-23/AX02
AY MCDONAIp 45HOY221X04
WELL I'_4n3
MUELLER
4_ HOUSE SATE ANGLE CHECK VALVE
FORD HHA94-323
CORD HA91444
AY MCDONALD 123Y233
AY MCDONALD CJVE44
MUELLER H14245
MUELLER
5, MILEH PIT
FRATCO HOPE
FRAIFCO HOPE
'M wX48"d
24"nX48'AT
MID AT ATESONILOC
ADDS IAI E-SONILOC
20-.. x aR"d
241, X 48"6
6 )TETER PIT COVER
FORDC3
FORDX43
TYLFR6150
VESTAL_"OX'4R
AY MCDONALD LINDELL
AY MCDONALD)4M4J
). METER PIT RISER
FI0X3P3-
1-24X3P3
Eno more than 2)
120X6116'
124X5P6'
NOTES:
NO METER PIT SHALL BE. INSTALLED IN A TRPFIC AREA SUCH AS A SIDEWALK OR RON PAYAl.
MIEFBR INSIDE PD SHOUL1) BE In 20INCHES FROM TOP Of THE METER PIT LID.
METER PIT LID SHOULD BE FLUSH MTTH GROUND (HOME OWNER SHOULD BE ABLE TO MOW OVER LID)
SHOULD METER PIT NEED RAISED 10 GRADE'. ONLY THE APPROVED RISER SHOW 1) BE USED
NO MF.TF.R SHOJI D RC RAISED MORE THAN 6" WITHOUT CARMEL UTILHIES APROVAL
USING BRICKS CIA CEMENT RICK KS IS NOT AN APPROA LD MI, I HOD OF RAISING A METER I'm.
SERVICE LINES REQUIRE COMPRESSION FITTINGS ONLY NO PACK JOIN IS ALLOW ED ENO FITTINGS SHOULD BE
MADE INSIDE THE METER PIT) YOU MUST HAVE A CON PINCOUS PIECE OF COPPER FROM ME TER PIT TO AT
LEAST 5' OUTSIDE OF METER PIT. ON THE HOUSE SIDE.
THEIR SHALL BE NO HURRIED JOINTS OR COUPLINGS, EXCEPT FOR THE CORPORATION STOP ON THE WATER MAID!
THE METER PR IS TO BE INSTALLED JUST OFF THE Td II I I EASMEMENT, ON PRIVATE PROPERI Y. IN HIF MIDDLE
OF THE LOT 5' LEFT OR RIGHT OF CENTER. AS CLOSE TO EASEMENT LIN F. AS POSSIBLE.
THEIR WILL DE .A $56.00 RE -INSPECTION FEE FOR EACH ADDITIONAL INSPECTION.
Match Existing Pavement
MoNALAPI And Thickness
Approlmd Excavated Material In Inpo✓ed
Areas Unless Otherwise Directed
Note: Under Existing Sewers, Water Lines,
Gas Lines, Telephone Cable And
Electrical Conduits, Bocklill With
Granular Bedding Material To The
^ Centerline Of The Existing Utility
Lines.
For dmXre Pqe NO Said an Pm Poe AMA
Orwular BetltlMg Mchdal STa// Be %acvtl
And rwd TM,Gd A, s- Lain, r A Atimi
Of 1--0' Abow, Ose.
44
Ann zPpe
m �n..rm a
!EwAt dd
A iddi Hand hen An 6' lover:
to 0 to la more: mare Aide.
LRAM9 Madnif Ralf Cbnfam
TO sale 90102, Ax No. B
oU" At
4
Top Of Pipe
IL -
Note. "W" is The Maximum Width For Rigid Pipes.
"On Is Me Minimum Width For Flexible Pipes
In Accordance Wth ASW 0-2321,
TRENCH DETAIL
FOR SEWER AND WATER MAINS NT5
CARMEL DETAILS
Beer
STATE OF
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DRAWN By TEN
CHECKED BY: ALD
PROJECT No,
1805-008
SHEET No.
C5e1