HomeMy WebLinkAboutC005 - SPECIFICATIONS�
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
�51�� �'l'�^l�`�RAiI
\
onrE: 11 /19/19
A. GENERAL
L EARiHWORK INCLU�ES CLEARING, GRUBBING SU9GRAOE PREPARAiION, REMOVAL OF iREES AND VEGEiAiION
(INCLUDING STUTAPS). PROTECTION OF TREES TO REMAIN, STRIPPING AND STORAGE OF TOPSOIL FlLL COMPACTION
AND ROIIGH GRADING OF ENTIRE SITE AS IN�ICATE� ON �RAWINGS.
z. TME coNmncroR sHn�� NoriFr ENci�uEEa i�u vmiriNc or nNv cHnNCEs, EaaoRs, oa oMissiar�s rouNo oN TME
PLANS OR IN THE FlEL�, BEFORE WORK IS STARiE� OR RESUME�.
3.CONiRACTOR SHALL PROVIDE AN� PLACE ANV AOOITIONNL FlLL MATERIAL FROM OPF THE SITE AS MAY BE
NECESSARY TO PRODUCE RiE GRADES REQUIRED AS SHOWN ON iHE ORAWINGS. FlLL OBTAINEO PROM OFF SITE
Afl15T BE SOITABLE SOIL AS OEFlNED IN iHE SPEQFlCATIONS OR AS OTHERWISE APPROVED BV OWNER.
4. iHE CONiRAC10R SHALL ACCEPi iHE SIiE IN 115 CURRENi SiA1E AN� SHALL REMOVE ALL iRASH, RIIBBISH,
AN� �EBRIS FROM iHE SIiE PRIOR i0 SiARiING EXCAVAiION.
5. EXCEPT FOR STRIPPED TOPSOIL AND O1HER MAiERIALS INDICATED TO BE STOCKPILEO OR OTHERWISE REMAIN
OWNER'S PROPERTY, CLEARED AfATERIALS SHALL 6ECOAfE CONiRACTOR'S PROPERTY AND SHALL BE REAIOVED
FROM PROJECT SIiE.
6. �0 NOi CLOSE OR OBSiRUCi SiREETS, WALKS, �RIVES, FACILIilES, EiC. WIiHOUi OWNER PERMISSION OR
AURiORITV HAVING JURISDICTION.
]. ALL EROSION WNiROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENQNG EARTHWORK AND 0.EARING
OPERATIONS. EROSION CONTROL MEASl1RES SHOULO 6E PROiECiED AND IAAINTAWE� 1HROl1GHOlIT CONSTRl1CPON.
8. CONiRACiOR SHALL CAREFULLV MAINiAIN ALL BENCHMARKS, MONUMENiS, AN� OiHER REFERENCE POINiS. IF
�ISiURBE�, CONiRACiOR SHALL ENGAGE LICENSE� LAN� SURVEV FOR REPLACEMENi OF REFERENCE POINiS.
9. WHERE THESE SPEQFlCATIONS CONFLICT WITH CITV OF CARMEL STANDAROS, THE STANDARDS OF THE
JURISDIC➢ON HAVING AUTHORITY SHALL PREVAIL.
B. MATERIALS
1. CONiRACiOR i0 PROVI�E BORROW SOIL MAiERIALS WHEN SUFFIQENi SATSFACiORY SOIL MAiERIALS ARE NOi
AVAILABLE PROM EXCAVATIONS.
2. SATISFACTORY (OR SIIITABLE) SOILS: SOIL CLA59RCATION GROIIPS GW, GP, GAI, SW, SP, AND SA1 ACCORDING TO
ASiM �248J, OR A COMBINAiION OF THESE GR�OPS FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY
�IMENSION, �EBRIS, WASiE, FROZEN MAiERIALS, VEGEiAiION AN� OiHER �ELEiERI0U5 MAiERIAL.
3. UNSATISPACTORY (OR UNSUITABLE) SOILS'. SOIL CLA59FlCATION GROUPS GC, SC, CL, ML, OL, CH, MH, OH, AND
PT ACCORDING TO ASTM D 248], OR A COMBINA➢ON OF THESE GROUPS. UNSAiISFACTORY SOILS ALSO INCLUDES
SAiISFACTORV SOILS NOT MAINTAMED WIiHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME OF
COMPACiION.
G EXECUiION
1. CONTRACTOR SHALL LOCATE, IDENTIFV, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATE� TO BE REMOVED OR
ABANDONED IN PLACE DO NOT INTERRUPT UTILITIES SERVING FAQLIiIES OCCUPIED BV OWNER UNLESS PERMISSION
IS GRANiEO. NO➢FY OWNER AT LEAST iW0 DAYS IN ADVANCE OF PROPOSED UIILITV INTERRUPlI0N5.
2 REMOVE OBSiRUCiIONS, iREES, SHRUBS, AN� Oh1ER VEGEiATON AS REpUIRE� FOR NEW CONSiRUCiION. SiRIP
i0P501L i0 DEPiH AS REpUIRED IN iHE FIEL� i0 PREVENi INiERMINGLING WIiH UNOERLVING SUBSOIL OR OTHER
WASTE MATERIALS. STOCKPILE TOPSOIL AWAV FROM E%CAVATIONS 'MTHOUT INIERMIXING WITH SUBSOIL ANO GRAOE
STOCKPILES TO DRAIN SURFACE WATER.
3. REIAOVE E%ISiING ABOVE ANO BELOW-GRADE IAIPROVEMENTS AS INDICATE� ANO NECESSARY TO FACILITATE NEW
CONSTRUCTION.
4. PROiECi SUBGRADES AND FOUN�AiION SOILS FROM FREEZING iEMPERAiURES, FROSi, AN� PONDING WAiER.
5. EXCAVATE TO INOICATED ELEVATIONS AND DIMENSIONS PoR ALL SiRUCTURES, WALKS, PAVEMENTS, AND UTILITV
iRENCHES.
6. CONTRACTOR SHALL FURNISH AN� OPERAIE ALL �EWATERING MEASURES REOUIRE� TO FACILITATE NEW
CONSiRUCiION AN� IN ACCOR�ANCE WIiH ALL LOCAL, SiAiE, AN� FE�ERAL REGULAilONS.
6. PROOF ROLL SUBGRADE BELOW BUILOING PAOEMENTS WI1H A PNEUMATIC-iIRED DUMP TRUCK TO IDENTIFY SOFT
POCNETS ANO AREAS OF E%CESS YIELOING DO NOT PROOF ROLL WET OR SATURATED SUBGRADES. RECONSTRUCT
SUBGRADES DAMAGED BY FREEZMG TEIAPERANRES, FROST, RAIN, ACCUMULATED WATER, OR CONSIRUCTION
ACTIWTIES AS �IRECTE� BY ENGWEER OR OWNER REPRESENTATNE, 'MTHIXIT A��ITIONAL COMPENSATION.
J. BACKRLL ALL UTLIIV iRENCHES BENEAIH PAVEMENi (AN� WI1HM 5') WI1H GRANULAR MAiERIAL.
8. SOIL FlLC USE SATISPACTORY SOIL MAiERIAL UNDER ALL WALKS, PAVEMENTS, STEPS, RAMPS, BUILDING SLABS,
FOOTINGS. ANO FOUNDAiIONS.
9. UMFORMLV AIOISIEN OR AERATE Sl1BGRADE AN� EACH SUBSEOUENT RLL OR BACKFlLL SOIL LAVER BEFORE
COMPACiION i0 WIiHW 2 PERCENi OF OPiIMUM MOISiURE CONiENi. �0 NOi PLACE 9ACRFlLL OR FlLL SOIL
MAiERIAL ON SURFACES iHAi ARE MU��Y, FROZEN, OR WNiAIN FROSi OR ICE. REMOVE AN� REPLACE, OR
SCARIFY AND AIR ORV, OIHERWISE SATISFACTORV SOIL MATERINL THAT EXCEEDS OPTIMUM MOISTURE CONTENT BY
2 PERCENT AND IS T00 WET TO COMPACT TO SPEQFlED UNIT WEIGHT.
10. COMPACiION OF SOIL BACKFlLLS AN� FlLLS ARE TO BE IN ACCOR�ANCE W1TH GEOTECHNICAL RECOMAIEN�ATIONS.
WHERE NO GEOTECHNICAL REPORT E%6T5, COMPACT ALL FlLL MATERIAL BELOW STRl1CIDRE5, PAVEMENiS, WALNS,
UiILIiY iRENCHES AND SiEPS (AN� WIT1W 5 FEEi OF SAI� AREAS) i0 95 PERCENi OF iHE MAXIMUM �RY UNIi
WEIGHT ACCORDING TO ASTM D-155] (MODIFlED PROCTOR DENSITY). COMPACT ALL FlLL MATERIALS BELOW TURF
OR UNPAVED AREAS TO 85 PERCENT OF 1HE MA%IMUM DRY UNIT WEIGHT ACCOROING TO ASTM D-155] (MOOIFlED
PROCTOR �ENSITV). ALL FlLL MAiERIALS T� BE COMPACIED IN MAXIMUM 8-INCH LIFTS.
11. SIiE ROUGH GRA�ING: SLOPE GRA�ES i0 OIRECi WAiER AWAY FROM 9UIL�INGS AND i0 PREVENi PON�ING.
FINISH SUBGRADES TO REOUIRED ELEVATIONS WITHIN R1E FOLLOWING TOLERANCES:
. NRF OR UNPAVED AREAS: PWS OR MINUS 1 INCH
ii. WALKS: PLUS OR MINUS I/2 INCH.
ii. PAVEMENTS: PWS OR MINUS 1/2 INCH
v. INSIOE 6WLDING LMES: FlNISH SUBGRADE TO A TOLERANCE OF } INCH WHEN TESiE� WITH A 10-FOOT
' SiRAIGHiE�GE.
12. OUALITV CONTROL: QUALIFlED GEOIECHNICNL ENGMEER TO BE ENGAGEO AS TESTING AGENCY NS DIRECIED BV
oWNER.
13. REPAIR AN� REESTABLISH GRA�ES TO SPECIFlE� IDLERANCES WHERE COMPLETE� OR PARTIALLV COIAPLETE�
SURFACES BECOME ERO�E�, RUiiE�, SEiiLE�, OR WHERE h1EV LOSE COMPACiION �UE i0 SUBSEpUENi
CONSiRUCiION OPERAilONS OR WEAiHER
STORM SEWER:
A. GENERAL
1. STORM SEWER INCWDES ALL PIPES, FITTINGS, MANHOLES, CLEANOUTS, TRANSITION COUPLINGS, CATCH BASMS,
INLETS, ENO SECiIONS, AND OUTLETS.
2 1HE CONiRACTOR SHALL NOTIFY ENGMEER IN WRITING OF ANV CHANGES, ERRORS, OR OMISSIONS FOUN� ON THE
PLANS OR IN THE REL�, BEFORE WORK IS S1ARiE� OR RESUME�.
3. CONTRNCTOR SHALL LOCATE, IDENTIFV, OISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR
ABANDONED IN PLACE DO NOT INTERRUPT UTILITIES SERVING FAQLIiIES OCCUPIED BV OWNER UNLESS PERMISSION
IS GRANiEO. NO➢FV OWNER AT LEAST iW0 DAYS IN ADVANCE OF PROPOSED U11LRV INTERRUPlI0N5.
e. aaaoucis
1. PE PIPE AN� FITfINGS: PE �RAINAGE PIPE AN� FlITINGS NP 3 i0 NPS 10, AASHiO M 252M, iIPE 5, WIiH
SMOOTH WATERWAY FOR COUPLING JOINTS. PE DRAINAGE PIPE AND PITTNGS NPS 12 TO NPS 60, AASHTO M
294M, TWE 5, WIRi SMOOTH WATERWAV FOR COUPLING JOINTS.
2 PVC PIPE AND FITTINGS: PIPE: ASTA1 F 949, PVC, OR ASTM 0-3034, F-1336, F-6�9, CORRUGAIE� PIPE WIiH
BELL AN� SPIGOT EN�S FOR GASKEiE� JOINTS. FITTINGS: ASTM 949, PVC MOL�E� OR FA6RICATE�, SOCKET TVPE.
GASKEiS: ASiM F 4JJ, ELASiOMERIC SEALS.
3. CONCRETE PIPE AND FITTINGS: REWPORCE� CONCRETE SEWER PIPE AND PITiINGS MEETING ASTM C]6 WIiH BELL
AND SPIGOT ENDS AND GASKEiED JOWTS WITH ASTM C 44} RUBBER GASNETS. PIPE TO BE CLASS III UNLESS
OTHERWISE INDICATED ON PLANS.
4. COAIPLY WIiH ASTM C 11J3, ELASTOMERIC SLEEVE-TYPE RE�UCING OR TRANSIiION WUPLING FOR JOINiING
UN�ERGROUN� NON-PRESSURE PIPING. INCW�E ENOS OF SAME SRES AS PIPING i0 BE JOWED, AN�
CORROSION-RESISTANT METAL iEN510N BAND AND TGHTENING MECHANISM ON EACH END.
5. CLEANIXITS: CAST IRON CLEANIXITS: ASME A112.362A1 RIX1N�, GRAV-IRON HOIISING WITH CLAlAPING DEVICE AN�
ROUND, SECURE�, SCORIATE�, GRAV-IRON COVER. NEAVV �IITY TOP LOA�ING IS REQIIIRE�. PLASTIC CLEANOlITS:
PVC BO�Y WIRi PVC THREA�ED PWG.
6. MANHOLES AN� CAiCH BASINS: SiAN�ARD REINFORCEO PRECASi CONCREiE MANHOLES MEETNG ASTM C 4JB.
MINIMUM 48-INCH OIAMETER UNLESS OTHERWISE INDICATED. BASE SECTION TO BE MINIMUM 6-INCH THICKNESS
nND 4-INCH THICKNE55 FOR WALLS AND BnSE RISER SECTiON. REINFORCED CONCRETE GRAOE RINGS. 6-9 INCH
TOTAL THICKNESS, TO AIATCH DIAMETER OF AfANHOLE FRAlAE ANO COVER.IAANHOLE PRAAIES AND COVERS AS
IN�ICAiED ON �RAlNNGS. PIPE CONNECTORS SHOUL� BE PROVI�E� TO MEET ASiM C293, RE9LIENT, OF SRE
REOUIRE�, FOR EACH PIPE CONNECTING TO iHE BASE SECiION.
J. CONCREiE: CNSi-IN-PLACE WNCREiE ACCOR�ING i0 ACI 318 AN� ACI 350/350R AND IN ACCOR�ANCE VAiH
THE FOLLOWING:
i. CEAIENT� ASTA1 C 150, TWE III
ii. FlNE AGGREGAiE: ASTM C 33, SAN�
ii. COARSE AGGREGAiE: ASTM C 33, CRl15HE� GRAVEL
rv. WAiER: POiABLE
8. PORiLAND CEMENi DESIGN MI%: 4,000 P51 MINIMUM WIiH OAS MAXIMUM WAiER/CEMENTOUS MATERIALS RATIO.
REWFORCING FABRIC TO AIEET ASTM A 185/A 185M. SIEEL, WELDEO WIRE FABRIC, PLAIN. REWPoRCING BARS TO
AIEET ASTIA A fi15/A fi15M, GRA�E fi0 �EFORAfE� 4EEL.
9.MANHOLE CHANNELS i0 BE FORMED WIiH AN INVERi SLOPE OF 2 PERCENi iHROUGH iHE MANHOLE AN�
BENCHES AT 4 PERCENT, SLOPED TO ORAIN INTO CHANNEL.
10. WLET3 PROVIDE WLETS WITH HEAVV DIITV CASTINGS AS SHOWN ON DRA'MNGS.
ii. our�Ers: coNcaErE ENo sEcnoN sHou�o eE aaavioEo nr nu aiaE ENos nNo ns iNoicn�o oN oanvnNcs.
RIP RAP APRONS i0 BE INSiALLE� Ai ALL EN� SECilONS i0 �IMENSIONS IN�ICAiED. AVERAGE RIP-RAP SRE
i0 BE 6-INCHES UNLE55 OiHERWISE INDICAiE� ON �RAWINGS.
c. ExEcunoN
1. INSTALL PIPING 6EGINNING AT LOW POINT, TRl1E TO GRAOES AN� ALIGNMENT IN�ICATE� WITH UNBRONEN
CONTINIIIiY OF MVERT. PLACE BELL EN�S OF PIPING FAQNG UPSiREAM. INSTALL GASKETS, SEALS, SLEEVES,
AN� OiHER WUPLINGS ACCOR�ING i0 MANUFACNRERS WRIiTEN INSiRUCTI0N5.
2. WHEN INSTALLING PIPE UNDER STREETS OR OTHER OBSTRUCTIONS THAT CANNOT BE OISTURBED, USE
PIPE-JACKING PROCESS OF lAICRO-il1NNELING.
3. INSTALL PIPING PRCHE� OOWN IN �IRECTION OF FLOW. INSTALL PE CORRl1GATE� SEWER PIPING IN ACCOR�ANCE
WITH ASiM � 2231. INSTALL PVC PIPING ACCOR�ING TO A4M � 2321 AN� ASiM F 1669. INSTALL REINFORCE�
CONCRETE SEWER PIPING IN ACCORDANCE WITH ASiM C 14J9 AND ACPA'S "CONCRETE PIPE INSTALLATION
MANUAL."
4. PIPE JOINT CONSiRUCTION: JOIN CORRl1GATE� PE PIPE ACCOR�ING TO ASTM � 3212 FOR POSH ON JOINTS. JOIN
PVC CORRUGAiE� SEWER PIPING IN ACCOR�ANCE WIiH ASTM � 2321 FOR ELASTOMERIC-SEAL JOINTS. JOIN
REINFORCE� WNCREIE PIPE ACCOR�ING i0 ACPA'S "'CONCRETE PIPE INSiALLAiION MANUAC' FOR
RUBBER-GASKETED JOINTS. JON DISSIMILAR PIPE MATERIALS WI1H NON-PRESSURE TVPE FLEXIBLE COUPLINGS.
5. CONTRACTOR TO INSPECT WTERIOR OF PIPING ANO MANHOLES FOR �EFECTS. DEFECTS RE4�IRING CORRECTION
INCLU�E THE FOLLOWING�.
ALIGNMENL LE55 THAN Fl1LL �IAMETER OF INSI�E OF PIPE IS VISIBLE BETWEEN STRIICIDRES.
n. �EFLECTION'. FLEXIBLE PIPING WITH �EFLECiION THAT PREVENTS PASSAGE OF BALL OR CVLIN�ER OF SIZE
NOi LESS iHAN 925 PERCENi OF PIPING DIAMEiER.
i. DAMAGE CRUSHED, BROKEN, CRACKED, OR OTHERVASE �AMAGEO PIPING.
e WFlLTRATION: WATER LEAKAGE INTO PIPING.
m E%FlLiRATION: WATER LEAHAGE FROA1 OR AROOND PIPING
REPLACE �EFECTWE PIPING USING NEW MAiERIALS, AN� REPEAT INSPEClION IINTIL �EFECTS ARE WIR11N
ALLOWANCES SPECIFlE�.
6 iESi NEW PIPING SYSIEMS, AN� PARiS OF EXISiING SVSiEMS iHAi HAVE 9EEN ALiERED, EXiENDE�, REPAIRE�,
POR LEAKS AND DEFECTS FOR GRAVITY FLOW STORM DRAINAGE PIPING: TEST ACCORDING TO REQUIREMENTS OF
AUiHORITIES HAVING JURISDICTION. UNi-B-6. AND THE FOLLOWING
E%CEPTION: PIPING WIRi SOILTIGHT JOINTS IINLE55 REOUIRE� BY Al1THORRIES HAWNG Jl1RIS�ICTION.
OPTION: TEST PLASTIC PIPING ACCOR�ING TO ASTM F 141J
���. aanaN: rEsr caNCRErE aiair�c nccoaoiNc ro ns� c sza
J. SUBMIi iESiING REPORiS AS REOUIRED BV OWNER OR AUR10RIiY HAVING JURISOICPON.
DEMOLITION:
N. GENERAL
THE CONTRACTOR SHALL REMOVE AND OISPOSE OFF SiTE, ALL E%ISTING STRUCNRES, FENCES. CONCRETE AND
PAVEMENT ON SRE,l1NLE55 NOiED TO RElAAIN ON iHE CONTRACT DRAWINGS.
THE CONTRACTOR SHALL PROTECT AN� NOT �ESWOV PROPERTY CORNER MONl1MENT5 �URING CONSiRUCTION.
B. SUMMARY
THIS SECTION REQUIRES REMOVAL AND DISPOSAL, OFP SITE, OF THE POLLONING:
1. ASPHALi PARKING LOT.
2 AfISCELLANE0l15 CONCRETE, STORAI SEWER, PLANT AfAiERIAL, ONDERGROUND CONOUITS, SIiE LIGHT$ ETC.,
LOCATE� ON SITE.
G SUBMIiiALS
SUBMIi iHE FOLLOWING IN ACCOR�ANCE VAiH WN�ITONS OF CONiRACi AND DIVISION 1 SPECIRCAiION SECilONS.
1. A PROPOSED SCHEDULE OF OPERATONS COORDINAlION FOR SHUTOFF, CAPPING, NN� CONiINUATION OP
UTILITY SERVICES AS RE4UIRED.
2. PRON�E A �ETAILE� SEOl1ENCE AND SCHE�ULE OF DEIAOLRION ANO REMOVAL WORK TO BE
COMPLETE�.
�. JOB CON�IilONS
1. SALVAGED MAIERIALS: IiEMS OF SALVAGEA9LE VAWE i0 WNiRACiOR MAV BE REMOVEO FROM STRUCiURE AS
WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM 1HE SIiE AS THEY ARE REMOVED.
i. STORAGE OR SALE OF REMOVED ITEIAS WILL NOT BE PERMITTED ON SRE.
2 EXPLOSIVES: USE OF ANY TVPE OF E%PLOSIVES WILL NOT BE PERMITTE�.
3. iRAFFlQ CON�l1Ci �EMOLIiION OPERAilONS AN� REMOVAL OF �EBRIS i0 ENSURE MINIMIIM INiERFERENCE 'MiH
ROA�S, SiREEiS, WALKS AN� OR1ER A�JACENi OCCUPIE� AN� USE� FAQLIilES.
i. DO NOT CLOSE OR OBSTRUCT ROADS, SiREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES
WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES
AROUND CLOSED OR OBSTRUCTED iRAFFlC WAYS, IF REOUIRED BY GOVERNING AUTHORITIES.
4.PROTECTIONS ENSIIRE SAFE PASSAGE OF PERSONS AROONO AREAS OF DEMOLIIION. CONDl1CT OPERATIONS TO
PREVENT �AMAGE TO A�JACENT BUIL�INGS, STRl1CIDRE5, AN� ORiER FAQLITIES ANO INJl1RY TO PERSONS.
S.�AMAGES: PROMPiLV REPAIR ANV �AMAGES CAUSE� i0 A�JACENi FAQLIilES BV �EMOLIiION OPERAilONS.
6. UiILIiY SERVICES: MAINiAW E%ISiING UiILIiIES i0 SiAY IN SERNCE AN� PROiECi AGAINSi �AMAGE DURING
DEMOLITION OPERATIONS. DISCONNECT, CAP ANO REMOVE UTILITY SERVICES PER LOCAL REQUIREMENTS. DO NOT
START DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE BEEN COMPLETED TO THE SATISFACTION OP
�ocn� ununes.
E �EMOLIiION
1. BELOW-GRADE CONSiRUCiION: �EMOLISH FOUN�AiION WALLS AN� OiHER BELOW-GRA�E CONSiRUCiION,
INCLU�ING CONCREiE SLABS, i0 A �EPiH OF NOi LE55 R1AN 49 INCHES BELOW LOWESi FOUN�AiION LEVEL.
2 FlLLING VOIDS: COMPLETELV RLL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION STRUCTURES.
E OISPOSAL OP DEMOLISHED MAiERIALS
1. GENERAL REMOVE WEEKLY FROlA SIiE ACCUAIULAIED �EBRIS, R116615H AN� OTHER AIATERIALS RESOLTING FROA1
�EMOLITION OPERATIONS.
2.REMOVAL iRANSPORi MAiERIALS REMOVE� FROM �EMOLIiION OPERATONS AN� LEGALLV �ISPOSE OF OFF-SIiE.
WATER
REPER W CITY OF CARMEL CITY UiILITIES WATER SPEQFlCATIONS.
WB DEVELOPMENT PARTNE
4441 W AIRPORT FREEWAY
SUITE 330
IRVING, TEXAS 75062
PHONE: (214) 699-5137
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]2605M1atlelantl5�a�ion Ilntlianapolis,Intliana06256
TEL 31)50).5580 I FAX 31 ].503.02)0
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NDIANAPOLIS
2EHABILITATION
10SPITAL
260 CITY CENTER DRIVE
:ARMEL. INDIANA 46032
*� 11800754
STAIE OF
�Oiry�qiONAi c�o�o•.
N. �
CERTIFIED BY
ISSUANCE INDEX
DATE:
0411712019
PROJECT PHASE:
DP/ADLS
REVISION SCHEDULE
NO. DESCRIPTION DATE
� CITY COMMEMS OS/29/19
2 CITY COMMENiS O6/24/19
3 QTY COMMENiS 07/15/19
Project Number 2018.02759
SPECIFICATIONS
C005