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HomeMy WebLinkAbout17080193.5CITY OF CARMEL PAVING POUCY 1)GO ERAL A) THE WORK SUBJECT TD r'E RExnREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAALIG/OEUVERY, SPREADING, FINISHRNG, COMPACTION AND OTHER WORN NECESSARY TO PREPARE FOUNDATIONS INSTAL AGGREGATE BASES AND INSTALL ONE OR MCFE COURSES OF BASE, INTERMEDIATE. OR SJRFACE HC' MIX 4SPHALT MIXTURES WITH EXISTING OR PROPOSD RIGHT -CF -WAY FOR ROADWAYS. AUK_IARY LINES AND ASPHALT MULTI -USE PATHS B) THIS POLICY 94ALL E THE BASIS FOR ACCEPTANCE OF THE WOLW( BY THE CITY. FAILURE TO ADHERE TO THE REOUREMENTS OF Tl- S FOLIC MAY RESULTINNON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN _'41S POKY. C) WORKMAN9i. MATERIALS AND QUALITY 'OF -HLF WORK OOMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATXN (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED HEREIN, OR VARIANCES ARE GRANTED. D) WERE THE MINIMUM STANDARDS OF ANY OTHER GOVENFENT& AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE MILER STANDARDS SMALL APPLY. E) IF ANY PLAN OR OTHER M07E OR SPECIFICATION ON THE APPROVED CONSTRUCTION DO UIENTS EXCEEDS THE MNMUM STANDARDS OF THIS POLICY, ME HIGHER STANDARDS SHALL APPLY. F) NOT14G CONTAINED HEREIN SHALL BE CONSTRUED AS PROBITNG THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HALTER STANDARDS, NOR AS 0ISCOLNAGIG PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES MYON CAN BE SUPPORTED BY ADVANCES N TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. G) ALL WONT( 94ALL COMPLY NTH THE REQUIREMENTS OF SECTION 105.0] OF THE STANDARD SPEDFT ATIOIS. H) FOR THE PURPOSES OF THIS POLICY, NEE TE TERM ENDER IS USED N THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN, b)TE CARMEL CITY ENGINEER. STAT OF THE DEPARTMENT OF ENGMEDMC OTHER PERS TNI EL EMPLOYED BY TE CITY OF CARMEL OR AUTHORIZED AGENT(S) THAT WIN Y BE RETAINED TO EN REPREST THE CITY OF CAMEL_ R)THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED II. BY HATON COUNTY. OR AUTHOR® AKEII THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK. 1) AUTHORITYOF TINE ENGINEER OVER THE WORK SIAL BE PER SECTION 10501 OF THE STANDARD SPECIFICATION& J) PRIOR TO COMMENCING THE WORK THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-C06TRUCTION MEETING TO JEWS THE EMO EFR'S COHSTIJCTON REQUIREMENTS, STAFF NOTIFICATION REOURanTS, REQUIRED INSPECTIONS FOR CERTAINSTAGES OF THE M A AND TO REVIEW THE AIJ14MTY OF THE ENGINEERAS IT RELATES TO THE RK WO. K) UNDER NO CICU RMSTANCES SHALL WORK SUBJECT M THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITNCUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF RM CAEL DEPARTMENT OF ENGINEERING. 2)FOUNDATON A) GENERAL ) THIS WOR( SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WTTH SECTION 105.03 OF THE STANDARD SPECIFICATIONS B) EXCAVATION AND EMBAAOENT I) T OPERATIONS. ALL NECESSARY CLEARING, GRUBBING SCALPING AND PRIOR TO BEGINNING EXCAVATION STRIPPING. AND NSIBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAVE UNITS SMALL BE PEFORED N ACCORDANCE NTH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS ALL 19PSOl, VEGETATION. ROOTS SHIPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LISTS OF THE SLOPE STAKES 7EXCAVATONS (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHAT BE REMOVED FROM WITHIN THE SLOPE STALE LISTS AND THE RESULTING VOD SHALL BE REFILM NTH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE NTH SECTION 203 OF THE STANDARD SPECIFICATIONS (2) ANY PRONOUNC D DEPRESSIONN S TH THE SLOPE STAKE LISTS RESULTING APER EXCAVATION OPERATIONS SHALL BE REFILLED NTN SUITABLE MATEIAL AND COMPACTED N ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS ") EMBANKbIDM (1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE NTH SECTION 201 OF THE STANDARD SPECFICATXM (2) ALL SPONGY AND D YIELDINGE G MATERIAL THAT DOES NOT READILY COMPACT SHALL REYOVID T FROM WIN E SLKE OPE STALISTS PRIOR TO EMBANKMENT OPERATIONS (3) ANY PRONOUNCED DEPRESSIONS WITH THE SLOPE STAKE LIM RESULTING AFTER CLEATING, GRUBBING SCALPING AND TOPSOIL REMOVAL SHALL BE REFILED WITH SUITABLE MATERIAL AND COMPACTED N ACCORDANCE NTH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS (4) 4WITHIPRIOR TTHECUM17THES OF THE SLOPCONSTRUCTIONE STAINEANYS SHADISBLL GROUNDDMENT. THE ORIGINAL BE EVELED LIPPEt6-SURFACE SHALL BE COMPACTED IN ACCORDANCE NTH SECTION 203 OF THE STANDARD SPECIFICATIONS (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRA04ED AND 94ALL BE PROTECTED TO PREVENT EROSION. (6) LOOSE DEPTH OF EACH EMBANIENT UFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SMALL E N ACCORDANCE NTH SECTION 203 OF THE STANDARD SPECIFICATIONS C) SOS L BGRADES I) SUBGRADES SHALL E INSTALLED ON FOUNDATIONS CONSTRUCTED N ACCORDANCE WITH SEC TION2(A) AND SECTION 2(B) OF TNS POLICY AM O1.Y THE INSTALLATION OF ALL T UTES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED WI4IRUCMDN DOCUMENTS TO E LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BAC161LNG WORK OF THESE INSTAL1A710NS SHALLE IN ACCORDANCE NTH TE CITY OF CARMEL TRENCH SACKF LNG SPECIFICATIONS C)THE SUBIGRADE SHALL BE SHAPED TO THE R1TS. CORRUGATIONS OR TER INREOULARRE�� GRAS AND SECTIONS, FREE FROM ALL THE BGRADE SHALL UNIFORMLY PREPARED, COMPACTED AND APPROVED N TIM �SE ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPEtSiCATION& iv) SUBGRADES SHALL E INSPECTED AND APPROVED BY THE ENGINEER BELIE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVEMENTS ARE CONSTRUCTED. A PROWROL SMALL E CONDUCTED N ACCORDANCE NTH SECTION 203.26 OF THE STANDARD SEECiTCAT10NIL UNACCEPTABLE AREAS SHALL E CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVING OPERATIONS COMMEND. Y)AT THE DISCRETION OF THE ENGINEER. SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CAEMAIR DAYS PRIOR TO PLACING STONE OR IS SUBJECT TO A MEASURABLE RAN EVENT PRIOR TO PLACING STONE, SHALL E SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE D) EXISTING PAVEMENT 1) MILLING OF EXISTING PAVEMENT SURFACES SHALL E N ACCORDANCE WIN SECTI0N 306.02, 306.03, 306.05. 305.07 AND 306.06 OF THE STANDARD SPECIFICATIONS. 8)LOCALJZED NEAT( AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING THE MLLNG PROCESS SHALL E REPAIRED IN ACCORDANCE NTH SECTION 304.OZ 304.03, 304.05 OR 305 OF THE STANDARD SPECIFICATIONS M)PRIOR TO OPINING MILLED MT EAS TO TRAFFIC, E MILLED MESHALL ALL E CLEWED OF ALL MATERIAL DEBRIS AND DUST RESULTING FROM THE OPRKN. AT IMI) MILLED AREAS THAT REMAIN OPEN TO TRAFFIC LONGER THAN THOSE TONES STIPULATED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS SHALL E SUBJECT TO UOUDATED DAMAGES OUTLINED N SECTION 306.05 OF THE STANDAR SPECIFICATIONS. THE CONTRACTOR SHALL E RESPONSIBLE FOR PAYMENT OF THESE UQICATED DAMAGS 3)AGGEGATE BASES A) GENERAL I) THIS WORK SHALL CONSST OF PLACING A COMPACTED AGGREGATE ON A PREPARED SOL SUBGRADE IN ACCOMANCE WITH SECTION 10503 OF THE STANDARD SPECIFICATIONS R)AGGEGATE BASE MATERIALS SHALL E N ACCORDANCE *IN SECTION 301.02 OF THE STANDARD SPECIFICATIONS THE MATERIAL SHALL E OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER N 4 ACCORDANCE NTH SECTION 917 OF THE STANDARD S PE6ICATION& iv) THE AGGREGATE BASE MATERIAL SHALL E RAN HANDLED AND TRANSPORTED TO. AND AON. THE WORK SITE IN A MANNA THAT MINIMIZES SEGREGATION AND MOISTURE LOSS. v)AGGEGATE BASES SHALL E CONSTRICTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN TOM INDICATED ON THE APPROVED CO1STRUCTON DOCUMENTS B) TEMPERATURE AND SEASONAL UMITATIONS I) THE AGGREGATE SHALL E PLACED IN A TE BASE NTH THE TEMPERATURE LIMITATIONSOF SECTION 30.04 OF THE STANDAR SRECIF" "C'S R)FROZEN MATERIAL SHALL NOT E PLACED. B) AGGREGATE BASES MUST E PACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAYING IN ACCORDANCE NTH SECTION 40(IV) OF THIS POLICY C) PREPARATION I) THE PREPARED FQUNDA11014 SHALL E FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. G)THE SUBGRADE BALL E SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE NTH SECTION 20326 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE N ACCORDANCE WITH SECTION 2C(V) OF MS PCUCY. UNACCEPTABLE AREAS SIZ E CORRECTED TO THE SATISFACTION OF THE ENGIEER BEFORE ANY AGGREGATE BASE IS PLACED. D) SPREADING AND FINISHING 1) THE AGGREGATE BASE SHALL E %WAD IN ACCORDANCE NTH SECTION 301.05 OF TIE STANDARD SPECIFICATIONS ')THE AGGREGATE BASE SHALL E COMPACTED IN ACCORDANCE WITH SECTION 30.06 OF THE STANDARD SPECIFICATIONS W) SUBSEQUENT PAYING COURSES SMALL E RT ACED OVER E AGGREGATEH BASE WIT14 CALENDAR DAYS AGGREGATE BASES THAT LAY EIPOSED FOR A PERIOD OF TIME GREATER THAN 14 C&E DAR DAYS OR EKPEREME A MEASURABLE RAN EVENT PRIOR TO THE PLACEMENT OF SUBSEQUENT PAYING COURSES SHALL E SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT TT E DISCRETION OF E ENGMEDL ADDITIONAL PROOF ROLLS WYE REOURED. 4)ASPNALT PAVEMENT A) GENERAL 1) THIS WORK SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BAST:, INTERMEDIATE. OR SURFACE HOT MIX ASPHALT (HMA) MIXTURES ON A PREPARED FOUNDATION IN ACCORDANCE WITH SECTION IM03 OF THE STANDARD SPECIFICATIONS I)HMA BASE, INTERMEDIATE, OR SURFACE MIXTURES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS ANTO TIHICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS 0) MATERIALS USED IN THE PRODUC71ON OF THE HMA MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 401.03 OF THE STANDARD SPECIFICATIONS. GY) EQUIPMENT FOR HMA OPERATIONS, INCLUDING BUT NOT UNITED TO PRODUCTKN, HAUUNG/TRANSPORTATION, UYDOW{ COMPACTION AND MISCELLNEWS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 409 OF THE STANDARD SPECIFICATIONS v)INSTALLATION OF THE FULL PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS FOR THE ENTIRE AREA TO BE PAVED MUST BE COMPLETED IN THE SAME PAWING SEASON. N) WIDENING OPERATIONS SHALL COMPLY WITH THE FOLLOWING: (1) THE OUTSDE FACE OF THE EXCAVATED AREA SHALT BE UFT AS NEARLY VERTICAL AS THE NATURE OF THE MATERIAL WILL PERMIT AND NOT CODER THAN THE OUTSIDE LIMITS OF THE WIDENING SECTION. (2�THEµ EXISTING NG PAVEMENT ADJACENT TO THE WIDENING AREA SHALL BE SAWMT TO A (3) THE SUBGRADE IN THE WIDENED AREA SHALL BE COMPACTED IN ACCORDANCE NTH THIS POLICY. (4) WIDENING MIXTURES SHALL COMPLY NTH THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS (5) COMPACTION OF THE WIDENING SMALL BE IN ACCORDANCE WITH SECTION 304.05 OF THE STANDARD SPECIFICATIONS. B) PREPARATION 1) THE AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROTS IN ACCORDANCE WITH SECTION 20326 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE NTH SECTION 3D(M) OF THIS POUCY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY PAVING OPERATIONS COMMENCE R)A L DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING HMA MIXTURES. W) MILLED ASPHALT SURFACES SHALL BE TACKED IN ACCORDANCE NTH SECTION 406 OF THE STANDARD SPECIFICATIONS IMI) ASPHALT SURFACES BETWEEN COURSES SHALL BE TACKED IN ACCORDANCE NTH SECTION 406 OF THE STANDARD SPECIFICATIONS OCONTACT SURFACES OF CURBING, curro , MANHOLES AND OTHER STRUCTURES SHALL BE TACKED IN ACCORDANCE NTH SECTION 406 OF THE STANDAR) SPECIFICATIONS N)SURFACES ON WHICH A MIXTURE IS PLACED SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. Ni) TACK COAT MATERIAL SHALL BE DISTRIBUTED NTH EQUIPMENT MEETING THE REQUIREMENTS OF SECTION 409.03(A) OF THE STANDARD SPECIFICATIONS C) WEATHER AND SEASONAL LIMITATIONS 1) NINA COURSES SHALL BE PLA® WHEN THE AMBIENT TEMPERATURE AND THE TEMPERATURE OF THE SURFACE ON WHICH IT IS M BE PLACED IS 45T (7CBOVE. ) OR ATHE ENGINEER94ALL DETERMINE THE AMBIENT TEMPERATURE. THERE SHALL BE NO PROVi51CN FOR LOW TEMPERATUREN COMPACTION ALLOWED BY SECTION 40216 OF THE STANDARD SPECIFICATIONS B)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBCRAGE. W)UNDER NO CIRCUMSTANCES BULL MMA MIXTURES BE PLACED BETWEEN DECEMBER 15 AND MARCH 30 iv) IF A FOUNDATION THAT IS TO RECEIVE ONE OR MORE COURS.S OF BASE, INTERMEDIATE. OR SURFACE HMA MIXTURES IS PLACED AND DETERMINED TO BE AN APPROVED FOUNDATION BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF HMA COURSES WILL BE ALL DW37 UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND FONDATION SURFACE TEMPERATURE COMPILES NTH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WD SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. ,)F THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 40(1) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, HMA COURSE SHALL BE ALLOWED TO BE PLACED ON AN APPROVED FOUNDATION PROVIDED THAT THE PAWING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. N) TIE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL PAVING OPERATIONS F, 'N THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD HMA PLACEMENT, SPREADING AND FINISHG D) SPREADING AND FIWSHNG I) HMA COURSES SHALL BE PLACED UPON AN APPROVED FOUNDATION OR OTHER HMA COHSE BY MEANS OF UYDOWN EQUIPMENT IN ACCORDANCE NTH SECTION 409.03(C) OF THE STANDARD SPECIFICATIONS 1")SEGREGATICN OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE PERMITTED, CORRECTIVE ACTION SHALL BE TAKEN TO PREVENT CONTINUATION OF THESE CONDITIONS SEGREGATED OR RUSHED OR BLEEDING HNA MIXTURES SHALL BE REMOVED IF DIRECTED. R) AL AREAS SHOWING AN EXCESS OR DEFICIENCY OF SINGER SHALL E REMOVED AND REPLACED. IMI)ALL HMA MIXTURES THAT BECO E LOOSE AND BROKEN, MOND NTH DIRT, OR IS IN ANY WAY DEFECTIVE SMALL E REMOVED AND REPLACED. E) JOINTS 1) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 401.15 OF THE STANDARD SPECIFICATIONS F) COMPACTION 0 THE MMA MIXTURE SHALL E COMPACTED WTH EQUIPMENT IN ACCORDANCE WTH SECTION 409.03(D) OF THE STANDARD SPECIFICATIONS IMMEDIATELY AFTER THE MIXTURE HAS BEEN SPREAD AND FINISHED. ' JJI "MSPEOTIONS SHALL NOT CAUSE UNDUE DISPLACEMENT. CRACKING OR SHOVING A) AL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL E SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POUCY AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABUSHED BY THIS POKY. C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WTH THE ENGINEER A MINIMUM OF 48 -HOURS N ADVANCE OF SUCH PROOFROLS D) SAMPLING AND TESTING OF MATERIAL, EQUIPMENT OR CONSTRUCTION WORK MAY E REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS N SUBSTANTIA CONFORMANCE NTH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECFICAFIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO E NON-CDMPUANT OR AS DIRECTED BY THE ENGINEER. E) WERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COPUANCE NTH STANDARDS OF QUALITY OR 1HIC NM PAVEMENTS SHALL E GORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR. THE AVERAGE T14ICKNESSE$ OF ALL COURSES MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS, AND NO SINGLE CORE SHALL SHOW A DEFICIENCY GREATER THAN ONE HALF INCH (1/n IN ANY COURSE OR TOTAL THICKNESS FROM THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS F) SUCH INSPECTIONS SHALL NOT E CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS N ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS SPECIFICALLY. INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS WRING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRCTOK NOR FOR SAFETY ON THE JOB SITE G) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WON, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE M) IF THE CONTRACTOR FALLS TO COMPLY FORTHWITH WTH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO E REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO E REMOVED; AND TO DEDUCT THE COSTS FROM MY MONIES DUE OR M BECOME DUE 1) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL E CONSIDERED UNACCEPTABLE AND SIBECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE NTH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. G)ACCEPTANCE A) BEFORE ACCEPTANCE OF ANY PHASE OF CONSTRUCTION, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL CONPLIANCE WITH THIS POLICY (EXCEPT FON ANY VARIANCES GRANTED) AND THE APPROVED WNSTRUC'ICN DOCUMENTS 8) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE N714 THIS POLICY PROVIDED THAT THE WORT( IS BONDED FOR A PERI00 GREATER THAN THREE YEARS THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT. CITY OF CARMEL CURBING POLICY 1) GENERAL A) 'HE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUC'ON, HAUUNG/DEUVERY, EXCAVATION FOR, PLACING, INSTALLATION, JOINTING, CURING, FINISHING, AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS AND SOIL SUBGRADES, INSTALL AGGREGATE BASES AND INSTALL CONCRETE CURBING WITHIN PROPERTY WITHIN THE CORPORATE UNITS OF THE CITY OF CARMEL AND EXISTING OR PROPOSED RIGHT-OF-WAY. B) THIS POLICY SH AL: BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN 1195 POLICY. C) WORKMANSHIP, MATEPoAS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STMOARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS). EXCEPT WHERE DEVIATIONS ARE ALLOWED OR SPECIFIED HEREIN, OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER (GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY. E)F ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POKY, THE HIGHER STANDARDS SHALL APPLY F)NOTING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES NTH CONCURRENT JURISDICTION. G) ALL WORK SHALL COMPLY NTH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS. H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY ARD TIE STANDARD $PECFlCATIONS. IT SHALL MEAN: a) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL 7 THE HAMILTON COUNTY HIGHWAY ENONEER, STAT OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WON(. 1) AUTHIORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS, J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING 114E WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE ENGNEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REWIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO RENEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK. K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABUSHED BY THIS POUCY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. L)AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POLICY RELATED TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY OUTSDE OF THE RICHT-OF-WAY SHALL BE DETERMINED AT THE PRE -CONSTRUCTION MEETING. M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCORDANCE NTH THE CITY OF CARMEL STANDARD DETAIL' N) UNDER NO CIRCUMSTANCES SHALL MATERIAL OTHER THAN PORTLAND CEMENT CONCRETE MEETING THE STANDARDS ESTABLISHED BY THIS POLICY BE UTILIZED TO CONSTRUCT CONCRETE CURBS WITHIN THE CORPORATE UNITS OF THE CITY OF CARMEL 0) UNDER NO CIRCUMSTANCES SHALL EXTRUDED TYPE CURB BE INSTALLED WITHIN THE CORPORATE UNITS OF THE CITY OF CARMEL 2) FOUNDATION A) GENERAL I) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION N ACCORDANCE WITH SCION 10503 OF THE STANDARD CF SPECATIONS II) THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SECTION 605.03(A) OF THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THIS POUCY. B) EXCAVATION AND EMBANKMENT PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFIJLNG FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WTH SECTION 201.03 AND 20.04 OF THE STANDARD SPECIFICATIONS ALL TOPSOIL. VEGETATION. ROOTS. STUMPS, FRIABLE AMC DEXTEROUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE UNITS OF THE SLOPE STAGES ') EXCAVATIONS (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE WITS AND THE RESULTING VDD SHAT BE REFILLED NTH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE NTH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED NTH SUITABLE MATERIAL AND COMPACTED N ACCORDANCE NTH SECTION 203 OF THE STANDARD SPECIFICATIONS 0) EMBANKMENTS (1) EMBANKMENTS SHALL E CONSTRUCTED IN ACCORDANCE WTH SECTION 203 OF THE STANDARD SPECIFICATIONS (2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL E REMOVED FROM NTN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE UNITS RESULTING AFTER CLEARING, GRUBBING SCALPING AND TOPSOIL REMOVAL SHALL E REFILLED NTH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE NTH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS (4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, ME ORIGINAL GROUND SURFACE WITHINTHE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6 -INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (5) EMBANKMENTS SHALL E SHAPED TO E WELL DRAINED AND SHALL E PROTECTED TO PREVENT EROSION. (6) LOOS DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS 9441 BE IN ACCORDANCE NTH SCION 203 OF THE STANDARD SPECIFICATIONS. C)SOL SUBGRADES G) SUBGRADES SHALL E INSTALLED ON FOUNDATIONS CONSTRUCTED N VAIN TH SECTION 2(A) AND SECTION 2(8) OF THIS POLICY AND ONLY AFTER THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFlWNG WORK OF THESE INSTALLATIONS SHALL E IN ACCORDANCE NTH THE CITY OF CARMEL TRENCH BACXFlWNG SPECIFICATIONS ') THESUBGRADE SHALL BE SHAPED TO THE REQUIRED GLIDE AND SECTIONS FREE FROM ALL RUTS CORRUGATIONS, OR OTHER IRREGULARITIES II) THE SUBGRADE SHALL E UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE NTH SECTIONS 207.02, 207.03 AND 207.04 OF TIRE STANDARD SPECIFICATIONS. N) SUBGRADES SHALL E INSPECTED AND APPROVED BY THE ENGINEER BU7 RE ANY AGGREGATE BAS OR CONCRETE CURBS ARE CONSTRUCTED. A PROOFROLL SHALL E CONDUCTED IN ACCORDANCE WTH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. RE UNACCEPTABLE AAS SHALL E CORRECTED TO THE SATISFACTION OF THE ENGINEER AT THE DISCRETIONBEFORE THE PLACEMENT OF ANY AGGREGATE BASE OR CONCRETE CURSING. v) PR CIFROLL, BUT REAINOF SEUNCOVE ED FOR A PERIOD OF ADE THAT A4 SATISFACTORILY DAYS PRIOR PLACING AGGREGATE BAS OR CONCRETE CURBING OR IS SUBJECT TO A MEASURABLE RAN EVENT PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURSING, SHAT BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE OR CONCRETE CURBING. 3) AGGREGATE BASES A) GENERAL 1) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE BASE ON A PREPARED SOL SUBGRADE IN ACCORDANCE NTN SECTION 105.03 OF THE STANDARD SRECIFICATONS. E) AGGREGATE BAS MATERIALSSHALL BE IN ACCORDANCE NTH SECTION 301.02 OF THE ND STAARD SPECIFlCATONS 3) THE AGGREGATE BASE MATERIAL SHALL E OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER N ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS IY) THE AGGREGATE BAS MATERIAL SHALL BE HANDLED AND TRANSPORTED N, AND ON, THE RK STE IN WOA MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOA v) AGGREGATE BASS SHALL BE CONSTRUCTED ON APPROVED SOL SUDGRADES AND M THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS B) TEMPERATURE AND SEASONAL LIMITATIONS I) THE S R AGGREGATE BASHALL BE ACED IN ACCORDANCE NTH THE TEMPERATURE LIMITATIONS OF SECTION 30.04 OF THE STANDARD SPECIFICATIONS 9) FROZEN MATERIAL SHAT NOT BE PLACED. AGGREGATE BASS MUST BE PLACED AND PAA PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAWING N ACCORDANCE NTH SECTION 4C(IV) OF THIS POJCY. C) PREPARATION 1) THE PREPARED SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. I) THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE NTH SECTION 203.26 OF THE STANDARD SPECIFICATIONS ,AST PRIOR TO ARCING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE NTH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY S AGGREGATE BAIS PLACED, D) SPREADING AND FINISHING I) THE AGGREGATE BAS SHAY BE SPREAD IN ACCORDANCE WTH SECTION 301.05 OF THE STANDARD SPECIFICATIONS ii) THE AGGREGATE BAS SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS. III) CONCRETE CURB SHALL BE RACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR E(PER6ENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF CONCRETE CURB SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROF ROLLS MAY BE REQUIRED. I) CONCRETE CURB A) GENERAL [)THIS WORK SHALL CONSIST OF PLACING CONCRETE CURBING ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES N ACCORDANCE NTH SECTION 10503 OF THE STANDARD SPECIFICATIONS 10 CONCRETE CURB SHALL BE CONSTRUCTED ON PREPARED SOL SUBGRADES OR AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CITY OF CARMEL STANDARD DETAILS OR IN ACCORDANCE NTH THE CURBING DETAILS OF THE APPROVED CONSTRUCTION DOCUMENTS III) MATERIALS USED N THE PRODUCTION OF THE CONCRETE FOR THE CURBING SHALL BE N ACCORDANCE WITH SECTION 60502 OF THE STANDARD SPECIFICATIONS HIGH EARLY STRENGTH ADMIXTURES MAY BE UTILIZED BUT SHALL NOT BE CONSIDERED IN WANING ANY REQUIREMENTS OF THIS POLICY. FREEZE PROTECTION ADMIXTURES SHALL NOT BE UTILIZED UNDER ANY CRCUMSTANCES IMI) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT NOT UNITED TD PRODUCTION, HAUUNGAEUVERY, PLACING INSTALLATION. JOINTING, WRING, FINISHING AND MISCELUMEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE NTN SECTION 500 OF THE STANDARD SPECFICATIOS. V) CONCRETE PRODUCTION, MIXING AND HAUUNG/DEUVERY SHALL BE IN ACCORDANCE WITH SECTION 50210 OF THE STANDARD SPECIFICATIONS.N) INSTALLATION OF THE CONCRETE CURBING INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS SINAON L BE COMPLETED IN THE SAME PAYING SEAS. B) PREPARATION I)THE SOL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROTS N ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES N ACCORDANCE WITH SECTION 2C(V) AND JD(W) OF THIS POKY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING GG) AL DISPLACEMENT OR RUTTING OF THE SOL SUBGRADE OR AGGREGATE BASE SHALL BE REPARED PRIOR TO PLACING CONCRETE CURBING C) WEATHER AND SEASONAL LIMITATIONS 1)CONCREIE CURSING SHALL ONLY BE PLACED IN ACCORDANCE WITH SECTION 502.11 OF THE STANDARD SPECIFICATIONS NTH THE EXCEPTION THAT PLACDAE14T OPERATIONS SHALL NOT BEGIN UNTIL THE AMBIENT TEMPERATURE IS 50'F AND RISING PLACEMENT OPERATIONS SHALL BE DISCONTINUED WHEN THE AMBIENT TEMPERATURE IS DESCENDING AND IS SPF OR BELOW. AT THE DIS(RETKN OF THE ENGINEER, CONCRETE MAY BE PLACED AT AMBIENT TEMPERATURES LESS THAN NOTED ABOVE PROVIDED THAT PLACEMENT, JOINTING FINISHING AND CURING OPERATIONS CONFORM TO SECTIONS 50211 AND 70211 OF THE STANDARD SPECIFICATIONS. IT) NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE. Hm UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE RACED BETWEEN DECEMBER 15 AND MARCH 30, Iv) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WINCH CONCRETE 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 DECEMBER 15 PROVIDED THAT THE AMBIENT AND SOL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COUPLES NTH THE REQUIREMENTS OF SECTION 40(I) OF THIS POLICY AND THE PAWING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORZED AGENT OF THE ENGINEER THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. V) IF THE AMBIENT AND SOW "MADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPUES NTH THE REQUIREMENTS OF SECTION 4000 OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, CONCRETE CURB BULL BE ALLOWED TO BE PLACED ON AN APPROVED SOL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SEANCES OF A FULL TWE CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGIEIIL THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. N) THE ENaNEEt RESERVES THE RIGHT TO SUSPEND ALL CONCRETE CURB PLACEMENT OPERATIONS F, N THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDN110NS AND/Oft THE CONDITION OF THE SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD CONCRETE CURB RACEMENT, WFINISHING. AND FINISH D) PLACEMENT 1)CONCRETE CURB SHALL BE PLACED IN ACCORDANCE WITH SECTION 50208, 50212 AND 60504(C) AND 605.04(D) OF THE STANDARD SPECIFICATIONS In CURB MACIfES MAY BE UTILIZED IN ACCORDANCE VATH SECTION 60504(C) AND 605.04(H) OF THE STANDARD SPECIFICATIONS PROVIDED THAT THE EQUIPMENT CONFCRMS TO THE REQUIREMENTS OF SECTION 500 OF THE STANDARD SPECIFICATIONS Jr.) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(B) OF THE STANDARD SPECIFICATIONS, 1v) FORMS SHALL BE REMOVED IN ACCORDANCE NTH SECTION 50216 AND 605.04(8) OF THE STANDARD SPECIFICATIONS E) JOINTS [)JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 60504(E) OF THE STANDARD SPECIFICATIONS ') JOINTS SHALL BE INSTALLED AT INTERVALS OF 10 -FEET OR LESS; 5-F00T OR LESS ALONG RAD". JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE JOINTS IN THE ADJOINING SIDEWALK. JOINTS MAY BE SAWED OR TOOLED TO A MINIMUM DEPTH OF A-INCHL 'I) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF SO -FEET OR LESS AT AL CASTINGS, THE BEGINNING AND END OF ALL CURB RETURNS, 111E END OF EACH DAYS WORK AND HERE ABUTTING EXISTING CONSTRUCTION. IN ADDITION TO THESE REQUIREMENTS. EXPANSION JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE EXPANSION JOINTS IN THE ADJOINING SIDEWALK. F) FINISHING AND WRING [)THE CONCRETE CURB SHALL E FINISHED AND CURED IN ACCORDANCE WITH SECTION 50214, 50215, 504 AND 605.04(F) OF THE STANDARD SPECIFICATIONS 1LI CURING COMPOUND SHALL E APHID TO ALL EXPOSED SURFACES ON SIP -FORMED CONCRETE CURB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL E APPLIED TO ALL EIPOSD SURFACES INCLUDING SIDES AFTER ANY FORMS ARE REMOVED. IR) THE CONCRETE CURB SHALL E ALLOWED TO CURE FOR A MINIMUM OF 5 -DAYS PRIOR TO COMMENCING BACKFILLING OPERATIONS ADJACENT TO THE CONCRETE CURBING. G) BACKFILLING I)TNE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN ACCORDANCE WTH SECTION 60504(G) OF THE STANDARD SPECIFICATIONS ONLY AFTER THE CONCRETE CURBING IS INSPECTED AND ACCEPTED BY THE ENGINEER IN ACCORDANCE WTH SECTION 5 OF THIS POL CY, FI) BACKFlWNC OPERATIONS SHAH BE COMPLETED PRIOR TO OPENING THE AREA TO REGULAR CONSTRUCTION TRAFFIC. INSPECTIONS A) ALL MATERIALS FURNISHED AND EACH PART OR DETAL OF THE WORK WILL E SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WOR( IS IN SUBSTANTIA CONFORMANCE NTH THIS POUCY AND THE APPROVED CONSTRUCTION DOCUMENTS B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY. C) -HE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF SUCH PROOFROLLS. 0) 'HE CONTRACTOR AND ENGINEER WILL CONDUCT AN INSPECTION OF THE NEW CONCRETE CURSING FOR ANY DAMAGE INCLUDING FREEZING OR RANDOM CRACKS THE INSPECTION AND AL: NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO BACKFTLUNG OPERATIONS E) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY E REQUIRED AT TUE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIA CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS SAMPLING AND TESTING SHAT CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO E NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER. F) WII THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE NTH STANDARDS OF QUALITY OR THICKNESS, CONCRETE CURB 94ALL E CORED AND TESTED AT THE EXPENSE OF ME CONTRACTOR. THE AVERAGE THICKNESSES OF THE CURB MUST EWA OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS. G) SUER INSPECTIONS SHALL NOT E CONSTRUED M RELIEVE THE GEVELOPERS' EwCOMS OR CONTRACTORS IN MY WAY FROM THEIR OBLIGATIONS AND RESPONSOUTIES UNDER THEN CONTRACTS. SPECIFICALLY, INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION. NOR FOR SAFETY ON THE JOB SITE. H) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTIONDOCUMENTS, UNACCEPTABLE WORK. WHETHER THE RESULT OF POOR WORKMANSHIP. USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE FOND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK. SHALL E REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE 1) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO E REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO E REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE J) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL E CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE NTH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. ACCEPTANCE A) BEFORE ACCEPTANCE OF THE CONCRETE CURB, THE E14OREER SHALL DETERMINE IF THE N EWVEENNTS ARE N SUBSTANTIA COMPLIANCE NTH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WTH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE `'E.ARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT. HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 No CIE,H_ ME 1- STRUCTUREPOINT ■■ N T. M 7260 Shadliand Station , 11,14-pdia, Indy 46256 TEL 317.547.55801 FAX 317.543.0270 vmw.svu --p-_ HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 03;17/2017 PROJECT PHASE: REVISION SCHEDULE NO. I DESCRIPTION I DATE t TAC COMMENTS 05/10/201 Project Number 2016.00348 CITY OF CARMEL SPECIFICATIONS C004