HomeMy WebLinkAboutC003 - SPECIFICATIONSCIiY OF CARMEL PANNG POLICV
1)GENERAL
A) iHE WORK SUBJECi i0 iHE REOUIREMENiS OF iH15 POLICV SHALLINCLU�E iHE PRO�IICiION,
HAULING/�ELIVERV, SPREA�ING FlNISHING, WMPACiION AN� OiHER WORK NECESSARY i0 PREPARE
FOUN�ATIONS,INSTALL AGGREGAiE BASES AN� WSTALL ONE OR MORE COl1RSES OF BASE,INTERME�IAiE, OR
Sl1RFACE HOT MIX ASPHALT MIXTl1RE5 WIRiM EXISIING OR PROPOSE� RIGHT-0E-WAV FOR ROA�WAVS,
All%ILIARY LANES AN� ASPHALT MULP-115E PATHS.
B) iH6 POLICV SHALL BE THE BA515 FOR ACCEPTANCE OF THE WORK BY iHE CITY. FAIWRE TO A�HERE TO THE
REOUIREMENTS OF Ri15 POLICY MAV RESOLT IN NON-ACCEPTANCE OF iHE WORN OR OiHER REAIEDIES OIITLME�
IN THIS POLICV.
C) WORKMANSHIP,IAAiERIALS ANO qUALITY OF iHE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDAR�
SPEQFlCATIONS OF THE INDIANA OEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRE� TO AS STAN�AR�
SPEQFlCATIONS), EXCEPT WHERE �EVIATIONS ARE ALLOWED HEREIN, OR VARIANCES ARE GRANIE�.
D) WHERE 1HE MINIMUM STANDARDS OP ANY OTHER GOVERNMENTAL AGENCY HANNG CONCURRENT JURISDICTION
E%CEED THESE STANDARDS, iHE HIGHER STANDARDS SHALL APPLY.
E) IF ANY PLAN OR OTHER NOiE OR SPEQFlCATION ON THE APPROVED CONSiRUCTION DOCUMENTS EXCEE�S THE
MINIMUM STANDARDS OF THIS POLICV, iHE HIGHER STANDAR�S SHALL APPLV.
F) NOiHING CONTAWED HEREIN SHALL BE CONSiRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF
IMPROVEMENTS MEEiING HIGHER STANDAR�S, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING
BODIES FOR VARIANCES FOR ALTERNATVES WHICH CAN BE SUPPORiED BY ADVANCES IN TECHNOLOGV NND ARE
APPROVEO BV OR1ER AGENCIES WITH CONCURRENT JURISOICTION.
G) ALL WORK SHALL COMPLV WITH R1E REpUIREMENTS OF SECiION tOS.OJ OF R1E STANDARD SPEQFICAilONS.
H) FOR THE PURPOSES OF THIS POLICV, WHERE THE TERM ENGWEER IS USED IN R115 POLICY AND R1E STANDARD
SPEQFICAilONS, li SHALL MEAN:
b) THE CARMEL CITV ENGMEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOVED
BV R1E CITV OF CARMEL, OR Al1THORIZED AGENT(5) THAT MNV BE RETAWED TO REPRESENT iHE CITV OF
CARMEL.
li)iHE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAAfILTON COUNTV HIGHWAV OEPARTMENT, OTHER
PERSONNEL EMPLOVE� BV HAMILiON COUNiY, OR AUiHORIZE� AGENi(5) hiAi MAY BE REiAME� i0
REPRESENT HAMILTON COUNTY HIGHWAY, �EPEN�ING ON THE LOCATION OF THE WORN.
I)A11R10RITV OF THE ENGWEER OVER RiE WORK SHALL BE PER SECTION 105.01 OF THE STAN�AR�
SPEQFlCATIONS.
J)PRIOR TO COMMENQNG THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGMEER TO
SCHE�ULE A PRE-CONSiRUCPON MEETING TO REVIEW THE ENGMEER'S CONSTRl1CTI0N REOUIREMENTS, STAFF
NOPFlCAl10N REOUIREMENTS, REOUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AN� TO REVIEW THE
Al1Ri0RITV OF THE ENGWEER AS IT RELAiES TO RiE WORK.
K) UNDER NO CIRCl1MSTANCES SHALL WORK Sl16JECT TO THE STAN�ARDS ESTABLISHE� BV THIS POLICY
COMMENCE WIRiOUT OBTAINING APPROVEO CONSTRUCTION DRAWINGS BV iHE CITY OF CARMEL DEPARTAfENT OF
ENGMEERING.
2) FOUNDATION
A) GENERAL
I) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF TME FOUN�ATION IN ACCORDANCE WIiH
SECiION 105.03 OP THE STANDARD SPEQFlCATIONS.
B) E%CAVATON AND EMBANKMENT
I)PRIOR TO BEGINNING E%CAVATION ANO EMBANNMENT OPERATONS, ALL NECESSARY CLEARING, GRUBBING,
SCALPING ANO TOPSOIL STRIPPING AN� SUBSEQUENT BACKFlLLING FOR REMOVED ITEMS WITHIN THE SLOPE
STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARO
SPEQFICATIONS. ALL TOPSOIL, VEGETAiION, ROOTS, STUMP$ FRIABLE AND DELETERIOUS MATERIAL SHALL BE
COMPLEiELY REMOVE� WIiHIN R1E LIMIiS OF iHE SLOPE SiAKES.
li)EXCAVAilONS
Q) AF1ER E%CAVAiION OPERAilONS, ALL SPONGV AN� YIEL�ING MAiERIAL iHA1 DOES NOi READILV COMPACi
SHALL BE REMOVE� FROM WIiHIN hiE SLOPE SiAKE LIMIiS AN� iHE RESULiING V01� SHALL BE REFlLLE�
'MiH SUIiABLE MAiERIAL AN� COMPACIE� IN ACWR�ANCE WIiH SECiION 203 OF iHE S1AN�AR�
SPEQFlCATIONS.
(2) ANY PRONOUNCEO �EPRESSIONS WIiHIN iHE SLOPE SiAKE LIMIiS RESULiING AFiER EXCAVAiION
OPERATIONS SHALL BE REFlLLE� WITH SUITABLE MATERIAL AN� COA1PACiE� IN ACCOR�ANCE W1TH SECTION
203 OF THE STAN�AR� SPECIFlCATIONS.
lii) EMBANKMENTS
4NKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WIiH SECiION 203 OF THE STANOARD
SPONGY AND tlELDING MAiERIAL THAT OOES NOT REA�ILY COMPACT SHALL BE REMOVED FROM
iHE SLOPE STAKE LIMITS PRIOR W EMBANKMENT OPERATIONS.
(4) PRIOR TO THE CONSTRUCTION OF ANV EMBANNMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS
OF THE SLOPE STANES SHALL BE LEVELED AND THE UPPER 6-INCHES SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 203 OF THE STANDARD SPEQFICATIONS.
(5) EMBANKMENTS SHALL BE SHAPE� TO BE WELL DRAME� AN� SHALL BE PROiECTED TO PREVENT EROSION.
(6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND
COMPACiION REOUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF iHE STANDARD
SPEQFICAilONS.
C) SOIL SUBGRADES
I)SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WI1H SECTION 2(A) AND
SECiION 2(B) OF T115 POLICY AN� ONLV 1HE INSIALLAiION OF ALL U11LI11E5 ANO SUBSURFACE DRAINS
IN�ICATE� ON R1E APPROVE� WNSiRUCPON �OCUMENTS TO BE LOCATE� UN�ER THE PAVEMENT ARE
COMPLETE�. TRENCH BACKFlLLING WORH OF THESE INSTALLAPONS SHALL BE IN ACCOR�ANCE WIiH R1E QTY
OF CARMEL TRENCH BACKFlLLING SPEQFlCATIONS.
li)RiE SUBGRADE SHALL BE SHAPE� TO THE REQUIREO GRA�E ANO SECTIONS, FREE FROA1 ALL RUTS,
CORRl1GAilONS, OR ORiER IRREGULARIPES.
lii) THE Sl1BGRA�E SHALL BE 11MFORMLY PREPARE�, COMPACTED AND APPROVE� IN ACCOR�ANCE WITH
SECilONS 20JA2, 20J.03 AN� 20].04 OF THE STAN�ARO SPECIFlCATIONS.
Iv) Sl1BGRA�ES SHALL BE INSPECiE� AN� APPROVE� BV THE ENGMEER BEPORE ANV AGGREGATE BASE OR
HOT AII% ASPHALT PAVEMENTS ARE CONSiRUCTED. A PROOFROLL SHALL BE CON�OCTE� IN ACCORDANCE WIRi
COMMENCE.
v)AT THE �ISCRETION OF THE ENGMEER, SUBGRADE THAT HAS SAiISFACTORILV PASSED A PROOFROLL, BUT
REMAINS UNCOVERED FOR A PERIOD OF 14 CALEN�AR DAYS PRIOR TO PLACING STONE OR IS SUBJECT TO A
MEASURABLE RAM EVENT PRIOR TO PLAQNG STONE, SHALL BE SUBJECT TO AODIiIONAL PROOF ROLLS PRIOR
TO PLACEMENT OF THE AGGREGATE BASE.
D) E%ISTING PAVEMENT
I)MILLING OF EXISTING PAVEMENT SURFACES SHALL BE IN ACCORDANCE WIR1 SECiION J06.02, 306.03, 306.05,
306.0] AND 306.08 OF THE STANDARO SPECIFICNTONS.
li)LOCALIZED WEAK AREAS OF THE E%ISiING PNVEMENT SECiION UNCOVERED DURING THE MILLING PROCESS
SHALL BE REPAIRE� IN ACCOR�ANCE WI1H SECiION 304.02, 304.03, 304A5 OR 305 OF iHE SiAN�AR�
SPEQFICAilONS.
lii) PRIOR TO OPENING MILLE� AREAS TO TRAFFlC, THE MILLE� AREAS SHALL BE CLEANE� OF ALL MAiERIAL,
�EBRIS AN� �UST RESULTING FROM THE OPERATION.
Iv) MILLE� AREAS THAT REA�AIN OPEN TO iRAFRC LONGER iHAN THOSE iIMES STIPl1LA1E� IN SECPON
JO6D5 OF THE STAN�ARO SPEQFlCATIONS SHALL BE SUBJECT ID LIOUI�ATE� �AMAGES OUTLME� IN SECiION
306D5 OF THE STAN�ARO SPEQFlCATIONS. THE CONiRACTOR SHALL 6E RESPONSIBLE FOR PAVMENT �F RiESE
LIOUIDATED DAMAGES.
3) AGGREGATE BASES
A) GENERAL
I) iHIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARE� SOIL Sl1BGRADE IN
ACCORDANCE WIiH SECiION 10&03 OP THE STANDARD SPECIFlCAilONS.
li)AGGREGATE BASE MATERIALS SMALL BE IN ACCOROANCE 'MTH SECTION 301.02 OF THE STANDARD
SPEQFlCA➢ONS.
lii) THE MAiERIAL SHALL BE OBTAWEO FROM A CERiIFlED AGGREGATE PRODUCER IN ACCORDANCE WI1H
SECiION 91J OF THE STANDARD SPEQFlCATIONS.
Iv) THE AGGREGATE BASE MATERIAL SHALL BE HANOLE� AN� iRANSPORTE� T0, AND ON, THE WORK SIiE IN
A MANNER THAT MINIMRES SEGREGATION AND MOISTURE LOSS.
v)AGGREGATE BASES SHALL BE WNSiRUCiED ON PREPARE� POUNDATIONS ANO TO THICKNESSES EQUAL OR
GREATER THAN RtOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.
B) TEMPERAIDRE ANO SEASONAL LIMITATIONS
I) R1E AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH R1E iEMPERATURE LIMITATIONS OF SECTON
301.04 OF iHE SiAN�ARO SPEQFICAilONS.
li)FROZEN MAiERIAL SHALL NOi BE PLACE�.
IiiJ AGGREGAiE 9ASE5 MUSi BE PLACE� AN� PASS PRWF ROLL PRIOR i0 NOVEMBER 30 IN OR�ER i0
ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICV.
C) PREPARATION
I) R1E PREPARE� FOUN�AiION SHALL BE FREE FROM OBJECiIONABLE OR FOREIGN MAiERIALS Ai iHE iIME OF
PLACEMENT.
li)iHE SUBGRA�E SHALL BE SUBJECi i0 A��IiIONAL PROOF ROLLS IN ACCOR�ANCE WIiH SECiION 20326 OF
iHE STAN�AR� SPECIFlCATIONS JUST PRIOR TO PLAQNG THE AGGREGAiE BASE ON 1HE SUBGRA�E IN
ACCOR�ANCE WIiH SECiION 2C(V) OF iH15 POLICV. UNACCEPTABLE AREAS SHALL BE CORRECIE� TO THE
SATISFACTION OF THE ENGMEER BEFORE ANY AGGREGATE BASE IS PLACED.
�) SPREA�ING AND RNISHING
I)iHE AGCREGATE BASE SHALL BE SPREA� IN ACCOROANCE VATM SECPON 301A5 OF iHE STAN�AR�
SPECIRCAPONS.
li)iHE AGGREGATE BASE SHALL BE COMPACTED IN ACCOR�ANCE WRH SECTION 301.06 OF THE STANOARD
SPECIRCAPONS.
lii) Sl1B5E0llENT PAVING C�URSES SHALL BE PLACED OVER RiE AGGREGATE 6ASE WIiHIN 14 CALEN�AR
DAYS. AGGREGATE BASES THAT LAY E%POSE� FOR A PERIO� OF ilA1E GREATER THAN 14 CALEN�AR �AYS OR
EXPERIENCE A MEASURABLE RAW EVENT PRIOR W THE PLACEIAENT OP SUBSEQUENT PAVING COURSES SHALL
BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGWEER. AT THE DISCRE110N OF THE ENGWEER.
A�DITIONAL PRWF ROLLS MAV BE REQUIRED.
4) ASPHALT PAVEMENT
A) GENERAL
I) THIS WORK SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BASE, INTERMEDIAiE, OR SURFACE HOT
MIX ASPHALT (HMA) MI%TURES ON A PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE
STANDARD SPEQFICATIONS.
li)HMA BASE,INiERMEDIAiE, OR SURFACE MIXTURES SHNLL BE WNSTRUCIED ON PREPAREO FOUNDNilONS ANO
TO THICKNESSES EpUAL OR GREAiER THAN THOSE INDICAiED ON THE APPROVED CONSTRUCTION DOCUMENTS.
IiiJ MNiERIALS USED IN THE PROOUCiION OF R1E HMA MIXIDRES SHALL BE IN ACCORDANCE WITH SECTION
401.03 OF iHE S1AN�ARO SPEQFICAilONS.
IvJ EQUIPMENi FOR HMA OPERAiIONS, INCWOING BUi NOi LIMRE� i0 PRO�UCTON,
HAULING/iRANSPORiAiION, LAIDOWN, COMPACiION AN� MISCELLANEOUS/ANQLLARY ACiIVIiY SHALL BE IN
ACCOR�ANCE WIR1 SECiION 409 OF R1E SiAN�AR� SPECIFICAilONS.
v)INSTALLAiION OF THE FULL PAVEAIENT SECTION IN�ICATEO ON R1E APPROVE� WNSTRUCiION �OCUMENTS FOR
�OMPLEiE� IN THE SAAfE PAVING SEASON.
RELEASED FOR CONSTRl1CTI0N �qREa"sHn�� eE��EFr ns NEna�r vERncn� ns TME NnruRE oF
a TMnr� rH[ ouTsioE uMi1s oF rH[ wioENiNc sEcrioN.
Su6jec��ocompliancewithallregula�ions THE wIOENING AREA SHALL BE SAWCUT To A CLEAN EOGE.
o4S�a�eantlLocalCodes SHALL BE COMPAC1Eo IN ACCOROANCE WITH THIS POLICv.
City of Carmel
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(4) WIDENING MI%iURES SHALL COMPLV WiH iHE PAVEMENi SECiION IN�ICAiE� ON iHE APPROVE�
CONSiRUCiION DOWMENiS.
(5) COMPAC110N OF iHE WI�ENING SHALL BE IN ACCOR�ANCE WI1H SEC110N 304D5 OF iHE S1AN�AR�
SPEQFlCAiIONS.
B) PREPARATION
i)iHE AGGREGAiE BASE SHALL BE SIIBJECi i0 A��IiIONAL PROOF ROLLS IN ACCOR�ANCE WIiH SECiION 2032fi
OF THE STAN�AR� SPECIFlCAilONS J115T PRIOR TO PLACING THE HMA COURSES IN ACCOR�ANCE WIiH SECiION
3�(III) OF R115 POLICY. UNACCEPTABLE AREAS SHALL BE CORRECiE� TO THE SAiISFACIION OF THE ENGWEER
BEPORE ANY PAVING OPERAilONS COMMENCE.
ii)ALL �ISPLACEMENT OR RIITTING OF THE AGGREGAiE BASE SHALL BE REPAIRE� PRIOR TO PLACING HMA
MIXIDRES.
iii) MILLED ASPHALT SURFACES SHALL BE TACKE� IN ACCORDANCE WITH SECTION 406 OP iHE STANDARD
SPEQFlCATIONS.
iv) ASPHALT SURFACES BETWEEN COURSES SHALL BE TACNED IN ACCOROANCE WITH SECiION 406 OF TME
STAN�ARO SPEQFlCATIONS.
v)CONTACT SURFACES OF CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES SHALL BE TACKED IN
ACCORDANCE WITH SECTION 406 OF THE STAN�AR� SPEQFlCATIONS.
vi) SURPACES ON WHICH A MI%TURE IS PLACEO SHALL BE PREE PROM OBJECTIONABLE OR POREIGN MATERIALS
AT THE TIME OP PLACEMENT.
vii) TACK COAT MATERIAL SHALL BE DISTRIBUTED WIRi EOUIPMENT MEETING THE REOUIREMENTS OF SECTION
409.OJ(A) OF THE STAN�ARD SPEQFlCATIONS.
C) WEAiHER AND SEASONAL LIMITATIONS
i)HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND THE TEMPERANRE OP iHE SURFACE
ON WHICH IT IS TO BE PLACED IS 45F (]'C) OR ABOVE. THE ENGMEER SHALL DETERMWE THE AMBIENT
1EMPERAIURE. R1ERE SHALL 9E NO PROVISION FOR LOW IEMPERAIURE C�MPAC110N ALLOW£D 9Y SECTON
40216 OF iHE SiAN�AR� SPECIFICATONS.
ii)NO MIXIURE SHALL BE PLACE� ON A FROZEN SUBGRA�E.
iii) UN�ER NO QRCUMSiANCES SHALL HMA MIXNRES BE PLACE� BEiWEEN �ECEMBER 15 AN� MARCH 30.
iv) IF A FOUN�AiION iHAi IS i0 RECEIVE ONE OR MORE COURSES OF BASE, INiERME�IAiE, OR SURFACE
HMA MIXiURES IS PLACE� AN� �EiERMME� i0 BE AN APPROVE� FOUN�AiION 9Y iHE CIiY PRIOR i0
NOVEMBER 30, PLACEMENi OF HMA COURSES WILL BE ALLOWE� UP i0 DECEMBER 15, PROVI�E� iHAi iHE
AMBIENI AN� FOUN�AiION Sl1RFACE 1EMPERAIURE COMPLIES WIiH 1HE REOUIREMENIS OF SEC110N 4C(Q OF
THIS POLICV AN� THE PAVING CONiRACTOR PAY FOR R1E SERNCES OF A FULL TIME WNSiRUCTION
INSPECTOR AN� WHO SHALL ACT AS AN AIIiHORRE� AGENT OF THE ENGWEER. THE ENGMEER SHALL SELECT
THE CONSiRUCiION INSPECTOR.
v)IF THE AM6IENT AN� FOUNDAiION Sl1RFACE TEMPERATl1RE COMPLIES YAiH THE REOl11REMENTS OF SECTION
4CQ) OF THIS POLICY 6ETWEEN APRIL 1 AND APRIL 15, HMA COURSE SHALL BE ALLOWE� TO BE PLACED ON
AN APPROVE� FOl1NDAPON PROVIDE� THAT THE PAVING CONiRACTOR PAY FOR iHE SERVICES OF A FIILL TIME
CONSiRIICiION INSPECTOR AND WHO SHALL ACT AS AN Al1THORIZED AGENT OF THE ENGMEER. THE ENGMEER
SHALL SELECT THE CONSiRUC➢ON INSPECTOR.
vi) THE ENGMEER RESERVES RiE RIGHT TO SUSPENO ALL PAVING OPERATIONS IF, IN THE OPINION OF TME
ENGMEER, THAT PREVAILING WEATHER CONDITIONS AN�/OR THE CON�iTION OF THE SUBGRADE AND/OR THE
AGGREGATE BASE MAV RESULTIN SUBSTANDARD HMA PLACEMENT, SPREADING ANO FINISHING.
D) SPREAOING AND FlNISHING
i)HMA COURSES SHALL BE PLACE� UPON AN APPROVE� FOUNDAiION OR OTHER HMA COURSE BY MEANS OF
LAYDOWN EOUIPMENT IN ACCOROANCE 'MTH SECTION 409.03(C) OF THE STANDARD SPEQFlCATIONS.
ii)SEGREGATION OR FLUSHING OR BLEE�ING OF HMA MI%TURES WILL NOT BE PERMITTED. CORRECTNE ACTION
SHALL BE TAKEN TO PREVENT CONTINUATION OF THESE CONDITIONS. SEGREGAiED OR FWSHED OR BLEEDING
HMA MIXTURES SHALL BE REMOVED IF �IRECTED.
iii) ALL AREAS SHOWING AN EXCE55 OR DEFICIENCY OF BINDER SHALL BE REMOVED AND REPLACED.
iv) ALL HMA MIXTURES THAT BECOME LOOSE AND BROKEN, MI%ED WITH DIRT, OR IS IN ANV WNY DEFECTNE
SHALL BE REMOVED AND REPLACED.
E) JOIN15
i)JOIN15 SHALL WNFORM i0 iHE REpUIREMENIS OF SEC110N 401.15 OF 1HE S1AN�AR� SPEQFlCAilONS.
F) COMPAC110N
i)iHE HMA MI%1URE SHALL 9E COMPACIE� W11H EpUIPMENi IN ACCOR�ANCE WIiH SECTON 409.Ob(�) OF R1E
SiAN�AR� SPEQFlCAilONS IMME�IAiELV AFiER iHE MI%?URE HAS BEEN SPREA� AN� FlNISHE�.
ii)ROLLERS SHALL NOi CAUSE UN�VE �ISPLACEMENi, CRACKING, OR SHOVING.
5) INSPECtI0N5
A) ALL MAiERIALS NRNISHE� AN� EACH PARi OR �EiAIL OF hiE WORK WILL BE Sl1BJECi i0 INSPECiION PER
SECiION 105.10 �F iHE SiANOAR� SPEQFlCAilONS FOR iHE PURPOSE OF ASCERiAINING iHAi iHE WORK IS IN
SUBSTANPAL CONFORMANCE WITH THIS POLICV AN� THE APPROVE� CON4RUCTION �OCIIMENTS.
B) THE CONiRACTOR SHALL NOTIFV iHE ENGWEER A MINIMUM OF 49-HOlIRS IN AOVANCE OF COMAIENCING ANY
WORK Sl1BJECT TO THE STAN�AR�S ESTABLISHE� 6V iH15 POLICY.
C) TME CONiRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE
OP SUCH PROOFROLLS.
D) SAMPLING AND TESiING OF MATERIALS, EDUIPMENT OR CONSTRUCTION WORK MAY BE REQUIREO AT iHE
EXPENSE OF THE CONTRACTOR AT iHE DISCRETION OF iHE ENGWEER FOR THE PURPOSE OF ASCERTAINING THAT
THE WORK IS IN SUBSTANTIAL CONFORMANCE VARi THIS POLICV AND THE APPROVEO CONSTRUCTION DOCUMENTS.
SAMPLING AND TESTING SHALL CONFORM TO THE REOUIREMENTS OF THE SECTIONS OF THE STANDARD
SPEQFlCATIONS APPLICABLE TO THE PORTION OF RiE WORK SUSPECTED TO BE NON-COMPLIANT OR AS
DIRECiED BY THE ENGINEER.
EJ WHERE THE ENGINEER DETERMINES THATIS NECESSARV TO CONFIRM COMPLIANCE 'MTH STANDAROS OF QUALITY
OR THICKNE55, PAVEMENTS SHALL BE CORED AND TESiED AT THE E%PENSE OF THE WNTRACTOR. THE
AVERAGE iHICKNE55E5 OF ALL COURSES MUSi EOUAL OR EXCEE� iHE MINIMUM PRESCRIBE� BV iHE APPROVE�
CONSiRUCiION �OCUMENiS, ANO NO SINGLE CORE SHALL SHOW A �EFIQENCY GREAiER R1AN ONE HALF INCH
(1/7') IN ANV COURSE OR iOiAL iHICKNE55 FROM iHE PAVEMENi SECiION IN�ICAiED ON R1E APPROVE�
CONSiRUCiION �OCUMENiS.
F) SUCH INSPECilONS SHALL NOi BE WNSiRIIE� i0 RELIEVE iHE �EVELOPERS ENGMEERS OR CONiRACi0R5 IN
ANV WAV FROM hIEIR OBLIGAiIONS AN� RESPONSIBILIiIES UN�ER iHEIR WNiRACiS. SPECIFlCALLY, INSPECTON
BV THE ENGMEER, OR BY RETAME� ENGWEERS OR iESPNG AGENQES, SHALL NOT REOUIRE iHEM TO ASSUlAE
RESPONSIBILITIES FOR THE APPROVE� CONSTRl1CTI0N �OCUMENTS, FOR ANV MISINTERPRETAiION OF iHE
APPROVE� CONSTRl1CTI0N DOCUlAENTS BV THE WNiRACTORS �IIRING CONSTRUCTION, OR FOR 1HE MEANS AN�
METH0�5 OF CONSiRUCPON, NOR FOR SAFETV ON RiE JOB SIiE.
G) WORK IOENTIRE� TO NOT MEET THE RE4UIREMENTS OF Ri15 POLICY OR 1HE APPROVE� CONSTRl1CTION
DOCUMENTS. UNACCEPTABLE WORK, WHEiHER THE RESULT OF POOR WORKMANSHIP. USE OF DEFECiIVE
MATERIALS. DAMAGE RiROUGH CARELESSNESS, OR ANV ORiER CAUSE FOUND TO E%IST PRIOR TO THE FlNAL
ACCEPTANCE OF THE WORK. SHALL BE REMOVE� IMME�IATELY AND REPLACED IN AN ACCEPTABLE MANNER AT
THE CONiRACTOR'S EXPENSE.
H) IF THE CONiRACTOR FAILS TO COMPLV FORTH'MTH WIiH ANV ORDER MAOE UNDER RiE PROVISIONS OF THIS
SUBSECTION, THE ENGMEER WILL HAVE AUiHORITV TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR
REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM
ANY MOWES DUE OR TO BECOME DUE.
I)WORK �ONE WNiRARV i0 INSiRUCilONS PRON�ED 9Y R1E ENGWEER SHALL 9E CONSIDERE� UNACCEPiABLE
ANO SU9JECi i0 IMMEOIAiE REMOVAL AN� REPLACEMENi IN ACCOROANCE WIR1 iHE INSiRUCilONS PROVI�E�
BY iHE ENGINEER.
6) ACCEPiANCE
A) BEGORE ACCEPiANCE OF ANV PHASE OF CONSiRlICiION, iHE ENGMEER SHALL �EIERMWE IF iHE
IMPROVEMENiS ARE IN SUBSiAN?IAL WMPLIANCE WIiH iH15 POIJCV (EXCEPi FOR ANV VARIANCES GRANiE�)
AN� iHE APPROVE� CONSiRUCiION �OWMENiS
B iHE ENGMEER MAY Ai HIS SOLE �ISCREiION ACCEPi WORK iHAi IS NOi IN CONFORMANCE 'MiH iH15 POLICV
�
PROVI�E� hiAi iHE WORK IS BON�EO FOR A PERIO� GREAiER RiAN iHREE YEARS. T1E ENGWEER SHALL
ESTABLISH iHE EXiEN�E� BON�ING REOl11REMENT
CIiY OF CARMEL CURBING POLICV
1�GENERAL
A) 1HE WORK SUBJECi i0 1HE REOUIREMENIS OF iH15 POLICV SHALL INCW�E iHE PRO�lIC110N,
HAULING/�ELIVERV, EXCAVAiION FOR, PLAQNG, INSiALLAiION, JOINiING, Cl1RING, FlNISHING, AN� OiHER WORK
NECESSARV TO PREPARE FOIIN�ATI0N5 AN� SOIL SUBGRA�ES,INSTALL AGGREGATE BASES AN� INSTALL
WNCREiE Cl1RBING WITHIN PROPERTV WITHIN THE WRPORATE LIMITS OF THE QTY OF CARMEL AN� EXISTING OR
PROPOSE� RIGHT-0E-WAV.
B) iH6 POLICV SHALL BE THE BA515 FOR ACCEPTANCE OF THE WORK BY iHE CITY. FAIWRE TO A�HERE TO THE
REOUIREMENTS OF Ri15 POLICY MAV RESOLT IN NON-ACCEPTANCE OF iHE WORN OR OiHER REAIEDIES OIITLME�
IN THIS POLICV.
C) WORKMANSHIP,IAAiERIALS AN� OVALITY OF iHE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDAR�
SPEQFlCATIONS OF THE INDIANA OEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRE� TO AS STAN�AR�
SPEQFlCATIONS), EXCEPT WHERE �EVIATIONS ARE ALLOWED OR SPECIFlED HEREIN, �R VARIANCES ARE GRANTE�.
D) WHERE 1HE MINIMUM STANDARDS OP ANY OTHER GOVERNMENTAL AGENCY HANNG CONCURRENT JURISDICTION
E%CEED THESE STANDARDS, iHE HIGHER STANDARDS SHALL APPLY.
E) IF ANY PLAN OR OTHER NOiE OR SPEQFlCATION ON THE APPROVED CONSiRUCTION DOCUMENTS EXCEE�S THE
MINIMUM STANDARDS OF THIS POLICV, iHE HIGHER STANDAR�S SHALL APPLV.
F) NOiHING CONTAWED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF
IMPROVEMENTS MEEiING HIGHER STANDAR�S, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING
BODIES FOR VARIANCES FOR ALTERNATVES WHICH CAN BE SUPPORiED BY ADVANCES IN TECHNOLOGV NND ARE
APPROVEO BV OR1ER AGENCIES WITH CONCURRENT JURISOICTION.
G) ALL WORK SHALL COMPLV WITH R1E REpUIREMENTS OF SECiION tOS.OJ OF R1E STANDARD SPEQFICAilONS.
H) FOR THE PURPOSES OF THIS POLICV, WHERE iHE TERM ENGWEER IS USED IN R115 POLICY AND R1E STANDARD
SPEQFICAilONS, li SHALL MEAN:
a) THE CARMEL CITV ENGMEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOVED
BV R1E CITV OF CARMEL, OR Al1THORIZED AGENT(5) THAT MNV BE RETAWED TO REPRESENT iHE CITV OF
CARMEL.
li)iHE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAAfILTON COUNTV HIGHWAV OEPARTMENT, OTHER
PERSONNEL EMPLOVE� BV HAMILiON COUNiY, OR AUiHORIZE� AGENi(5) hiAi MAY BE REiAME� i0
REPRESENT HAMILTON COUNTY HIGHWAY, �EPEN�ING ON THE LOCATION OF THE WORN.
I)A11R10RITV OF THE ENGWEER OVER RiE WORK SHALL BE PER SECTION 105.01 OF THE STAN�AR�
SPEQFlCATIONS.
J)PRIOR TO COMIAENQNG THE WORK, THE WNTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGMEER TO
SCHE�ULE A PRE-CONSiRUCPON MEETING TO REVIEW THE ENGMEER'S CONSTRl1CTI0N REOUIREMENTS, STAFF
NOPFlCAlION REOUIREMENTS, REpUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AN� TO REVIEW THE
Al1Ri0RITV OF THE ENGWEER AS IT RELAiES TO RiE WORK.
K) UNDER NO CIRCl1MSTANCES SHALL WORK Sl16JECT TO THE STAN�ARDS ESTABLISHE� BV THIS POLICY
COMMENCE WIRiOUT OBTAINING APPROVEO CONSTRUCTION DRAWINGS BV iHE CITY OF CARMEL DEPARTAfENT OF
ENGMEERING.
L)AT THE SOLE DISCRETION OF THE ENGMEER, THE PORTIONS OF THIS POLICY RELATEO TO INSPECilONS AND
TESTING OF WORK SUBJECT TO iHE REQUIREMENTS OF THIS POLICV OUTSIDE OF THE RIGHT-0FWAY SHALL BE
DEiERMINED AT 1HE PRE-CONSiRUCiION MEETING.
M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCOR�ANCE VATH THE CITV OF
CARMEL STANDARD DETAILS.
N) UNDER NO CIRCUMSTANCES SHALL MAiERIAL O1HER THAN PORiLAND CEMENT CONCRETE MEEiING R1E
SiAN�AROS ESiA9LI5HE0 BV iHIS POLICV BE ViILREO ID WNSiRUCi CONCREiE CURBS WIiHIN iHE CORP�RAiE
LIMIiS OF iHE CIiY OF CARMEL.
0) UN�ER NO CIRCUMSiANCES SHALL E%iRU�ED iWE WR9 BE INSiALLEO WIR11N iHE CORPORAiE LIMIiS OF T1E
CIiY OG CARMEL.
2) FOUNDAiION
A) GENERAL
I)iH15 WORK SHALL CONSISi OF iHE CONSiRUCPON/PREPARAiION OF iHE FOUN�AiION IN ACCOR�ANCE Wlhi
SECiION ID5.03 OF iHE 4AN�AR� SPEQFlCAilONS.
li)iHE FOUN�AiION SHALL BE PREPARE� IN ACWRDANCE WIiH SECiION W5.03(A) OF iHE SiAN�AR�
SPEQFlCAilONS AN� iHE REpUIREMENiS OF iH15 POLICV.
B) E%CAVATON AN� EMBANKMENi
I)PRIOR TO BEGINNING E%CAVAPON AN� EMBANKMENT OPERAIIONS, ALL NECESSARV CLEARING, GRUBBING,
SCALPING AN� T�PSOIL STRIPPING ANO SUBSEQUENT BACNFlLLING FOR RElAOVE� ITEIAS WIR11N THE SLOPE
STAKE LIAIRS SHALL BE PERPORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARO
SPEQFlCA➢ONS. ALL TOPSOIL, VEGETA➢ON, ROOTS, STUMPS FRIABLE AND DELETERIOUS MATERIAL SHALL BE
COMPLETELY REMOVE� 'MTHIN iHE LIMITS OF THE SLOPE STAKES.
SPECIFICATIONS.
(2) ANY PRONOUNCEO DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER E%CAVATION
OPERATIONS SHALL BE REFlLLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCOR�ANCE W1TH SECTION
203 OF THE STANDARO SPECIFICATIONS.
IiiJ EMBANKMENTS
Q) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANOARD
SPEQFICAilONS.
(2) ALL SPONGY AND YIELDING MAiERIAL THAT OOES NOT REA�ILV COMPACT SHALL BE REMOVED FROM WITHIN
iHE SLOPE S1AKE LIM115 PRIOR i0 EM9ANKMENI OPERA110N5.
(3) ANY PRONOUNCE� �EPRESSIONS WIR11N iHE SLOPE 51AKE LIMI15 RESULIING AF1ER CLEARING, GRUBBING,
SCALPING AN� i0P501L REMOVAL SHALL BE REFlLLE� WIiH SUIiABLE MAiERIAL AN� COMPACiE� IN
ACCOR�ANCE WIiH SECiION 203 OF iHE SiAN�AR� SPEQFlCAilONS PRIOR i0 EMBANKMENi OPERAilONS.
(4) PRIOR TO RiE CONSTRUCTION OF ANV EMBANKMENT, THE ORIGINAL GROUN� SURFACE WITHIN THE LIMRS
OF RiE SLOPE STAKES SHALL BE LEVELE� AN� THE UPPER 6-INCHES SHALL BE COMPACTED IN
ACCORDANCE WITM SECTION 203 OF THE STANDARD SPECIFlCAilONS.
(5) EMBANKMENTS SHALL 6E SHAPE� TO 6E WELL �RAME� AN� SHALL BE PROiECTE� TO PREVENT EROSION.
(6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FlNAL COMPACTE� �EPTH, COMPACTION METHO� AND
COMPACiION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OP iHE STANDARD
SPECIFlCATIONS.
C) SOIL SUBGRA�ES
I)SUBGRADES SHALL BE INSTALLED ON FOUNDA➢ONS CONSTRUCTEO IN ACCORDANCE WI1H SECTION 2(A) AND
SECiION 2(B) OF iH15 POLICY AN� ONLY AFTER RiE INSTALLAiION OP ALL UTILITIES AND SUBSURFACE DRAINS
IN�ICATE� ON RiE APPROVED CONSiRUC➢ON DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE
COMPLETED. TRENCH BACKFlLLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WIiH RiE QTY
OF CARMEL TRENCH BACKFlLLING SPEQFlCATIONS.
li)THE SUBGRADE SHALL BE SHAPED TO THE REQUIREO GRADE AN� SECTIONS, FREE FROM ALL RUTS,
CORRUGATIONS, OR OTHER IRREGULARITIES.
lii) THE SUBGRA�E SHALL BE UWFORMLV PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH
SECilONS 20]A2, 20].03 AND 20].04 OF THE STANOARO SPEqFlCATI0N5.
Iv) SUBGRA�ES SHALL BE INSPECiED AND APPR�VEO BV iHE ENGINEER BEiORE ANY AGGREGAiE 9ASE �R
CONCREiE WRBS ARE CONSiRUCiE�. A PROOFROLL SHALL BE C�N�UCiE� IN ACCOR�ANCE WIiH SECiION
20526 OF iHE SiAN�ARO SPEQFICATIONS. UNACCEPiABLE AREAS SHALL BE CORRECiED i0 R1E
SATISFACTION OF THE ENGMEER BEFORE THE PLACEMENT OF ANV AGGREGAiE BASE OR WNCREiE CURBING.
v)AT THE �ISCRETION OF THE ENGMEER, SU9GRA�E R1AT HAS SAiISFACTORILY PASSE� A PROOFROLL, BUT
REA�AINS UNCOVERE� FOR A PERIO� OF 14 CALEN�AR �AYS PRIOR TO PLACING AGGREGATE BASE OR
CONCRETE CURBING OR IS SUBJECT TO A MEASURABLE RAW EVENT PRIOR TO PLAQNG AGGREGATE BASE OR
CONCRETE CURBING SHALL 6E SUBJECT TO A��ITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE
AGGREGATE BASE OR CONCRETE CURBING.
3) AGGREGATE BASES
A) GENERAL
I) iHIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE BASE ON A PREPARE� SOIL SUBGRADE IN
ACCORDANCE WIiH SECiION 10&OJ OP THE STANDARD SPECIFlCAilONS.
li)AGGREGATE BASE MATERIALS SMALL BE IN ACCOROANCE 'MTH SECTION 301.02 OF THE STANDARD
SPEQFlCA➢ONS.
lii) THE AGGREGATE BASE MATERIAL SHALL BE OBTAWED FROM A CER➢FlE� AGGREGATE PRODUCER IN
ACCORDANCE WIiH SECiION 91J OF THE STANDARD SPEQFlCATIONS.
Iv) THE AGGREGATE BASE MATERIAL SHALL BE HAN�LE� AN� iRANSPORTE� T0, AND ON, THE WORK SIiE IN
A MANNER THAT MINIMRES SEGREGATION AND MOISTURE LOSS.
v)AGGREGATE BASES SHALL BE CONSiRUCiED ON APPROVE� SOIL SUBGRADES AND TO THICKNESSES EOVAL OR
GREATER THAN RtOSE INDICATE� ON THE APPROVED CONSTRUCTION DOCUMENTS.
B) TEMPERAIDRE ANO SEASONAL LIMITATIONS
I) R1E AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH R1E iEMPERATURE LIMITATIONS OF SECTON
301.04 OF iHE SiAN�ARO SPEQFICAilONS.
li)FROZEN MAiERIAL SHALL NOi BE PLACE�.
IiiJ AGGREGAiE 9ASE5 MUSi BE PLACE� AN� PASS PRWF ROLL PRIOR i0 NOVEMBER 30 IN OR�ER i0
ALLOW PAVING IN ACCORDANCE W1TH SECTION 4C(IV) OF THIS POLICV.
C) PREPARATION
I) R1E PREPARE� SOIL SUBGRA�E SHALL BE FREE FROM OBJECilONA9LE OR FOREIGN MAiERIALS Ai iHE iIME
OF PLACEAIENT.
li)R1E SUBGRA�E SHALL BE SUBJECi i0 A��IiIONAL PROOF ROLLS IN ACCOR�ANCE WIiH SECiION 20326 OF
iHE STAN�AR� SPECIFlCATIONS JUST PRIOR TO PLAQNG THE AGGREGAiE BASE ON 1HE SUBGRA�E IN
ACCOR�ANCE WIiH SECiION 2C(V) OF iH15 POLICV. UNACCEPTABLE AREAS SHALL BE CORRECIE� TO THE
SATISFACTION OF THE ENGMEER BEFORE ANY AGGREGATE BASE IS PLACED.
�) SPREA�ING AND RNISHING
I) RiE AGCREGATE BASE SHALL BE SPREA� IN ACCOROANCE VATM SECPON 301A5 OF iHE STAN�AR�
SPECIRCAPONS.
li)RiE AGGREGATE BASE SHALL BE COMPACTED IN ACCOR�ANCE WRH SECTION 301.06 OF THE STANOARD
SPECIRCAPONS.
lii) CONCREIE CORB SHALL BE PLACE� OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAVS. AGGREGATE
6ASE5 THAT LAV EXPOSED FOR A PERIOD OF TIAfE GREATER THAN 14 CALEN�AR DAYS OR EXPERIENCE A
MEASURABLE RAM EVENT PRIOR TO THE PLACEMENT OF CONCREiE WRB SHALL BE SUBJECT TO INSPEC➢ON
AND ACCEPTANCE BY THE ENGWEER. AT THE DISCRE➢ON OF THE ENGWEER, ADDIiIONAL PROOF ROLLS MAV BE
REOUIRED.
WNCREiE CUR9
A) GENERAL
i)iH15 WORK SHALL CONSISi OF PLAQNG CONCREiE CURBING ON PREPARE� SOIL SUBGRADES OR AGGREGAiE
BASES IN ACWR�ANCE WIiH SECiION IDS.Ob OF RiE SiAN�AR� SPEQFlCAilONS.
ii)CONCREiE CUR9 SHALL BE CONSiRUCiE� ON PREPARE� SOIL SUBGRA�ES �R AGGREGAiE BASES i0 iHE
�IMENSIONAL SiAN�AR�S OF iHE APPLICABLE QiY OF CARMEL SiAN�AR� �E1AIL5 OR IN ACCOR�ANCE WI1H
THE CIIRBING �ETAILS OF THE APPROVE� CONSTRUCTION �OCl1MENT5.
iii) MAiERIALS 115E� IN THE PRO�UCPON OF THE CONCRETE FOR RiE Cl1RBING SHALL BE IN ACCOR�ANCE
WITH SECTION fi05.02 OF THE STAN�ARO SPEQFlCATIONS. HIGH EARLY STRENGTH A�MIXIDRES MAV BE 11PLRED
BIIT SHALL NOT BE CONSI�ERE� IN WAIWNG ANV REOUIREAIENTS OF THIS POLICY. FREEZE PROiECTI�N
A�MIXIDRES SHALL NOT BE 11TILIZED ONDER ANV CIRCl1MSTANCES.
iv) E4�IPMENT 11PLRED FOR WNCREiE Cl1RBING INSTALLAPON WORK, INCW�ING Bl1T NOT LIAIIiE� TO
PRO�l1CTION, HAIILING/OELIVERY, PLACING, INSTALLAiION, JOINTING, CORING, FlNISHING AN�
MISCELLANEOUS/ANQLLARY AC➢VITY SHALL BE IN ACCORDANCE WIiH SECiION WB OF THE STANDARD
SPEQFlCATIONS.
v)CONCRETE PROOUCiION, MI%ING AND HAULING/OELNERY SHALL BE IN ACCOR�ANCE 'MTH SECTION 502.10 OF
THE STANDARD SPEQFlCATIONS.
vi) INSTALLATION OP THE CONCRETE CURBING INDICAIED ON THE APPROVEO CONSTRUCTION DOCUMENTS SHALL
BE COMPLETED IN THE SAME PAVING SEASON.
B) PREPARATION
i)THE SOIL SUBGRAOE OR AGGREGATE BASE SHALL BE SUBJECT TO ADOITIONAL PROOP ROLLS IN ACCOROANCE
WITH SECTION 20126 OF THE STAN�ARO SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN
ACCORDANCE WIRi SECiION 2C(VJ AN� 3D(IIQ OF THIS POLICV. UNACCEPTABLE AREAS SHALL BE CORRECTED
TO THE SAiISFACTION OF THE ENGMEER BEFORE PLACEMENT OF ANY CONCRETE CURBING.
ii)ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR NGGREGNiE BASE SHALL BE REPAIRED PRIOR TO
PLNQNG CONCRETE CURBING.
C) WEAIHER AN� SEASONAL LIMIIATONS
i)CONCREiE CUR9ING SHALL ONLV BE PLACE� IN ACCOR�ANCE WIiH SECiION 50211 OF iHE SiAN�AR�
SPEQFlCAilONS WiH THE E%CEPiION iHAi PLACEMENi OPERAilONS SHALL NOi BEGIN UNiIL iHE AMBIENi
TEMPERAIDRE 6 SPF ANO RISING. PLACEMENT OPERATIONS SHALL BE �ISCONTINUE� WHEN RiE AMBIENT
TEMPERAIDRE IS �ESCENDING AN� IS 50'F OR BELOW. AT THE �ISCREiION OF THE ENGWEER, CONCRETE MAY
BE PLACE� AT AAIBIENT TEMPERATl1RE5 LE55 RiAN NOTE� ABOVE PROVIDE� RiAT PLACEMENT, JOINTING,
FlNISHING AN� CURING OPERATIONS CONFORM TO SECPONS 50211 AN� J02.11 OF THE STANDAR�
SPEQFlCATIONS.
ii)NO MIXNRE SHALL BE PLACEO ON A FROZEN SUBGRAOE OR AGGREGATE BASE.
iii) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACED BETWEEN DECEMBER 15 AND MARCH 30.
iv) IF A SOIL SUBGRADE OR AGGREGAiE BASE OVER WHICH CONCREiE CURB IS TO PLACED.IS PLACED AND
APPROVED BY THE CITY PRIOR TO NOVEMBER 30. PLACEMENT OF THE CONCRETE CURB WILL BE ALLOWED UP
TO �ECEMBER 15, PROVIDED THAT THE AMBIENT AND SOIL SUBGRA�E OR AGGREGATE BASE SURFACE
CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN
AUTHORIZEO AGENT OF THE ENGWEER. THE ENGMEER SHALL SELECT THE CONSTRUCiION INSPECTOR.
v)IF THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE
REQUIREMENTS OF SECTION 4C(I) OF THIS POLICV BETWEEN APRIL 1 AND APRIL 15, CONCRETE CURB SHALL BE
ALLOWED TO BE PLACE� ON AN APPROVED SOIL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING
CONTRACTOR PAV FOR THE SERVICES OF A NLL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN
AUTHORIZED AGENT OF R1E ENGINEER. THE ENGINEER SHALL SELECT THE CONSiRUCiION INSPECTOR.
vi) iHE ENGINEER RESERVES iHE RIGHi i0 SUSPEND ALL CONCREiE WRB PLACEMENi OPERAilONS IF, IN R1E
OPINION OF iHE ENGWEER, iHAi PREVAILING WEAiHER CON�IiI�NS AN�/OR iHE CONDIiION OF hiE SU9GRA�E
AN�/OR iHE AGGREGAiE 9ASE MAV RESULiIN SUBSiAN�AR� WNCREiE WR9 PLACEMENi, WRING AN�
FlNISHING.
�) PLACEMENi
i)CONCREIE CUR9 SHALL BE PLACE� IN ACCOR�ANCE WI1H SEC110N 50209, 50212 AN� 60504(C) AN�
fi05.04(�) OF iHE S1AN�AR� SPEQFlCAilONS.
ii)CURB MACHMES MAV BE U1ILRED IN ACCOR�ANCE WI1H SEC110N 605.�4(C) AN� W5.04(H) OF iHE SIANOAR�
SPEQFlCAilONS PRON�E� iHAi iHE EpIIIPMENi CONFORMS i0 iHE REOUIREMENiS OF SECiION 500 OF iHE
STANDAR� SPECIFlCATIONS.
iii) FORAIWORK SHALL COMPLY WITH iHE RE�IIIREAlENiS OF SECTION 605.04(B) OF iHE 4AN�AR�
SPECIFlCATIONS.
iv) FORMS SHALL BE REMOVED IN ACCORDANCE W1TH SECTION W2.16 AND 605.04(B) OF THE STANDARO
SPEQFlCAilONS.
E) JOWTS
i)JOWTS SHALL CONFORM TO iHE REDUIREMENTS OF SEC➢ON 503 AND 605.04(E) OF THE STANDAR�
SPEQFlCATIONS.
ii)JOWTS SHALL BE INSTALLED AT INTERVALS OF 10-FEET OR LE55; 5-FOOT OR LE55 ALONG RADII. JOINTS IN
INTEGRAL CURB AN� SIOEWALNS SHALL BE LOCATED AT THE SAME LOCATION AS iHE JOINTS IN RiE ADJOINING
SI�EWALN. JOINTS MAV BE SAWEO OR TOOLED TO A MINIMUM DEPiH OF �-INCH.
iii) PREFORMED E%PANSION JOWTS SHALL BE PLACED AT WIERVALS OF 50-FEET OR LE55. AT ALL CASiINGS,
THE BEGINNING AN� END OF ALL CURB RENRNS, THE END OF EACH DAYS WORK AND WHERE ABUTTING
EXISTING CONSTRUCTION. IN ADDITION TO THESE REQUIREMENTS, EXPANSION JOINTS IN INTEGRAL CURB ANO
SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS RiE EXPANSION JOINTS IN THE AOJOINING
SIDEWALK.
F) FINISHING AND CURING
i)iHE CONCREIE WRB SHALL BE FINISHE� AN� WRE� IN ACWROANCE WR1 SECiION 502.14, 502.15, 504 AND
60504(F) OF iHE 51ANDAR� SPECIRCAiIONS.
ii)CURING COMPOUN� SHALL BE APPLIE� i0 ALL EXPOSE� Sl1RFACES ON SLIP-FORME� CONCREiE CURB. FOR
FORME� CONCREiE CURB, CURING WMPOl1N� SHALL BE APPLIE� i0 ALL E%POSE� SURFACES INCW�ING SI�ES
AFiER ANV FORMS ARE REMOVE�.
iii) ?HE CONCREiE CURB SHALL BE ALLOWE� i0 CURE FOR A MINIMUM OF 5-�AYS PRIOR i0 COMMENCING
BACKFlLLING OPERAPONS ADJACENT TO THE WNCREiE CURBING.
G) BACKFlLLING
i)THE SPACES A�JACENT TO THE CONCRETE CURB SHALL BE BACKFlLLE� IN ACCOR�ANCE WTH SECTION
fi05.04(G) OF iHE SiAN�AR� SPEQFlCAilONS ONLY AFiER iHE CONCREiE Cl1RBING IS INSPECiE� AN�
ACCEPTE� BV THE ENGMEER IN ACCOR�ANCE WITH SECTION 5 �F THIS POLICV.
ii)BACKFlLLING OPERAilONS SHALL BE COMPLETE� PRIOR TO OPENING THE AREA TO REGIILAR CONSTRUCiION
TRAFFlC.
B) THE CONTRACTOR SHALL NOTIFV THE ENGMEER A MINIMUM OF 48-HOURS IN ADVANCE OF COMMENCING
ANV WORK SUBJECT TO THE STANDAR�S ESTABLISHE� BV THiS POLICY.
C) THE CONTRACTOR SHALL SCHE�ULE PRWFROLLS WIiH THE ENGWEER A MINIMUM OF 48-HOURS iN
novnNce ar sucn aRooFRo��s.
�) THE WNTRACTOR AND ENGMEER WILL CONDUCT AN INSPECTION OF THE NEW CONCREiE CURBING POR ANV
DAMAGE,INCWDING FREE➢NG OR RANDOM CRACKS. RiE INSPECTION AND ALL NECESSARV REPAIRS SHALL BE
COMPLETED PRIOR TO BACKFlLLING OPERATIONS.
E) SAMPLING AND TESTING OP MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REOUIRED NT R1E
EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGMEER FOR THE PURPOSE OF ASCERTAINING
iHAi iHE WORK IS IN SUBSiANiIAL CONFORMANCE WiH iH15 POLICV ANO iHE APPROVE� CONSiRUCiION
DOWMENiS. SAMPLING AN� iE5?ING SHALL CONFORM i0 iHE REpUIREMENiS OF ?HE SECPONS OF ?HE
SiANDAR� SPECIFlCAilONS APPLICABLE i0 iHE PORiION OF iHE WORK SUSPECiE� i0 BE NON-WMPLIANi OR
AS �IRECiE� BY iHE ENGWEER.
F) WHERE iHE ENGWEER �EiERMWES iHAi IS NECESSARV i0 CONFIRM COMPLIANCE WIiH SiAN0AR�5 OF
Ql1ALITV OR THICKNE55, WNCREiE CURB SHALL BE CORE� AN� iESiE� AT 1HE EXPENSE OF THE
CONTRACTOR. THE AVERAGE RiICKNE55E5 OF THE CURB M114 EQIIAL OR EXCEE� THE MINIMIIM PRESCRIBE�
BY iHE APPROVED C�NSTRl1CTI0N OOCUMENTS.
G) SUCM INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE RiE DEVELOPERS ENGMEERS OR CONTRACTORS
IN ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER 1HEIR CONiRACTS. SPEQFlCALLY,
INSPEC➢ON BY THE ENGWEER. OR BY RETAWED ENGWEERS OR iESiING AGENQES. SHALL NOT REOUIRE THEM
H) WORK IDENiIFlEO TO NOT MEET THE REOUIREMENTS OF THIS POLICV OR THE APPROVEO CONSTRUCTION
DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OP POOR WORKMANSHIP, USE OF DEFECTNE
MAiERIALS, �AMAGE iHROUGH CARELESSNE55, OR ANY OiHER CAUSE FOUNO i� EXISi PRIOR i0 iHE FINAL
ACCEPiANCE OF iHE WORK, SHALL BE REMOVE� IMME�IAiELV AN� REPLACEO IN AN ACCEPiABLE MANNER Ai
niE coNtaactoR's ExPEr�sE.
I)IF iHE WNiRACiOR FAILS i0 COMPLV FORiHWIhi WIiH ANY OR�ER MA�E UN�ER iHE PROVISIONS OF hi15
SUBSECiION, 1HE ENGWEER WLL HAVE AViHORIiY i0 CAUSE UNACCEP?ABLE WORK i0 BE REME�IE� OR
REMOVE� AN� REPLACE�; i0 CAUSE UNAViHORIZE� WORK 10 BE REMOVE�; AN� 10 �E�UC1 iHE CO515 FROM
ANV MOWES �VE OR TO BEWME �UE.
�)woaK ooNE coNmnar ro iNsrRucnoNs aaovioEo er rHE ENciNEER sHnu e[ cor�sio[REo uNncc[arne�E
AN� SUBJECT TO IMME�IAIE REMOVAL AN� REPLACEMENTIN ACCOR�ANCE WITH THE INSTRUCTIONS PRON�E�
er TM[ Er�cir�EEa.
ACCEPTANCE
AJ BEF�RE ACCEPTANCE OF iHE CONCRETE CUR6, THE ENGMEER SHALL �EiERMME IF THE IlAPR�VEMENTS
ARE IN SIIBSTANPAL COMPLIANCE 'MRi THIS POLICV (EXCEPT FOR ANV VARIANCES GRANIE�) AN� THE
APPROVED CONSiRIICPON �OCOMENTS.
B) THE ENCMEER MAY. AT HIS SOLE �ISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WIiH THIS
POLICV PROVIDE� iHAT THE WORK IS BONDE� FOR A PERIO� GREATER THAN THREE YEARS. THE ENGWEER
SHALL ESTABLISH THE E%TENDED BONDING REQUIREMENT.
WB DEVELOPMENT PARTNE
4441 W AIRPORT FREEWAY
SUITE 330
IRVING, TEXAS 75062
PHONE: (214) 699-5137
� ■
O AMEflICNN
■ STRUCTUREPOINT
iNC
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]260 SM1atlelantl S�a�ion Ilntlianapolis,lntliana 06256
iEL 3t]Sa].558o I F� 3t].503.02]0
wwwsVuc�mepoin�.com
NDIANAPOLIS
2EHABILITATION
10SPITAL
260 CITY CENTER
INDIANA 46032
*� 11800754
STAIE OF
'ii�i�/ONALC�`��a•.
�q P�
11 11
�`L IIIII
f��`
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
C003