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GENERAL NOTES
1. THE MUNICIPALRY REpUIREMEMS AND THE LAlEST INDIANA DEPARTMEM OF TRANSPORTAiION
QN�OT) STANDARO SPEQFICA➢ONS INCWDING CHANGES SHALL GOVERN ALL CONSiROCTION
TEMS 1HAT ARE A PART OF 1H15 PLAN UNLESS OiHERW1SE NOiEO. WHEN CONiLICTS ARISE
BEiWEEN ABOVE LISIED SPEQFICATIONS, iHE MORE STRINGEM SHALL TAKE PRECEDENCE.
2 STANDARD SPEQFICAiIONS, SUPPLEMENTAL SPEQFICAilONS, AND RECURRING SPECIAL
PROVISIONS, CONSiROCTION PLANS, AN� SUBSEQUENT �ETAILS ARE ALL TO BE WNSIDERED AS
PART OF THE CONIRACT.INQDEMAL IiEMS OR ACCESSORIES NECESSARV TO COMPI£TE 1HIS
WORK MAY NOT BE SPEQFlCALLV NOIE�, BUT ARE CONSIDERE� A PART OF iH15 CONIRACT.
3. THE CONIRACTOR SHALL BE RESPONSIBLE FOR HAVING 1HE UPLITV COMPAWES LOCAIE iHEIR
iACILITIES IN THE FlELD PRIOR ID WNSTRUClION AND SHALL AL50 BE RESPONSIBI£ FOR iHE
MAINIENANCE AN� PRESERVATION OF 1HESE FAQLITIES. 1HE ENGMEER DOES NOT WARRANT
iHE LOCATION Oi ANY EXISPNG UTILITIES SHOWN ON THE PLAN. 1HE WNiRACTOR SHALL CALL
INOIANA UIILIilES PROTECPON SERNCE (811 OR L900362D64) AN� 1HE MONIQPALITV FOR
OPLITV LOCAPONS.
4. NO CONSTRUCTION PLANS SHALL BE USED FOR CONSiROCTION UNLE55 SPEQFICALLY MARKED
'i0R CONSiRUCTION' PRIOR TO COMMENCEMEM OF CONSIRUCPON. iHE COMRACTOR SHALL
VER6V ALL DIMENSIONS AND CONDIlI0N5 AFFECTING 1HE WORK WIIH 1HE ACIDAL CONDITIONS
AT THE JOB SITE IN ADDIlION, THE CONiRACTOR MUST VERIFV 1HE SURVEVOR'S LINE AND
GRADE STAKES. 6 iHERE ARE ANY OISCREPANQES WIiH WHAT IS SHOWN ON 1HE
CONSTRUC➢ON PLANS. HE/SHE MUST IMMEDIATELV REPORT THEM TO 1HE SURVEVOR OR
ENGINEER BEiORE DOING ANY WORK. OIHERWISE, THE CONiRACTOR ASSUMES iULL
RESPONSIBILITV. IN THE EVEM Oi DISAGREEMENT BETWEEN iHE CONSIRUCPON PLANS,
SPEQFICATIONS, AND/OR SPEQAL �ETAILS, iHE COMRACTOR SHALL SECURE NRRTEN
INSTRUC➢ON iROM 1HE ENGINEER PRIOR TO PROCEEDING WIIH ANV PART OF THE WORK
AiFECTED BV OMISSIONS OR DISCREPANQES. FAILING TO SECURE SOCH INSTROCTION. iHE
COMRACTOR WLL BE CONSI�ERED TO HAVE PROCEEDE� AT iHE COMRACTOR'S OWN RISK AND
EXPENSE.IN THE EVEM Oi ANV DOUBT OR QUESTIONS ARISING WITH RESPECT TO iHE TRUE
MEANING OF THE CONSiROCTION PLANS OR SPEQFlCAPONS, 1HE DECISION OF 1HE ENGINEER
SHALL BE FlNAL AN� WNCLUSNE.
5. NOPFICA➢ON OF WMMENQNG CONSTRUCPON:
5.1. THE CONTRACTOR SHALL NOPFY AFiECIED GOVERNMENTAL AGENCIES IN WRIPNG AT LEAST
THREE NLL WORKING DAYS PRIOR TO COMMENCEMENT OF CONS1RUClION. IN ADDIPON, 1HE
CONIRACTOR SHALL NOT6V, AS NECESSARV. ALL TESiING AGENCIES, 1HE MUNICIPALITY,
AN� THE OWNER SUFFIQENTLY IN ADVANCE OF WNSTROCTION.
52. FAILURE OF lHE WNiRACTOR TO ALLOW PROPER NOTIFlCAlION iIME WHICH RESULTS IN
THE IESIING COMPANIES TO BE UNABLE TO VISR 1HE SITE AND PERiORM lE5➢NG W1LL
CAUSE iHE CONIRACTOR TO SUSPEN� 1HE OPERAPON TO BE TESTED ONPL 1HE TESPNG
AGENCV CAN SCHEDULE iESPNG OPERAlI0N5. COST OF SUSPENSION Oi WORK SHALL BE
BORNE BY iHE CONiRACTOR.
6. ALL WNTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL lIMES FOR ALL EMERGENCV
TRAFFIC, AS OIREClEO BV 1HE MUNIQPALITY
J. ALL PROPOSED GRADES SHOWN ON PLANS ARE FlNISHED SURFACE ELEVAPONS UNLESS NOTEO
OiHERW15E.
8. iHE CONIRACTOR SHALL PRESERVE ALL CONSiRUCPON STAKES UNIIL iHEY ARE NO LONGER
NEEDED. ANV STAKES �ESIROYED OR OISTURBED BV iHE CONIRACTOR PRIOR TO 1HEIR USE
SHALL BE RESET BY iHE SURVEYOR AT THE WNTRACTOR'S E%PENSE.
9. ALL FRAMES AND LIDS i0R STORM AND SANITARV SEWERS, VALVE VAULT COVERS, FlRE
HYDRANlS AND B-BOXES ARE TO BE ADJUSIED TO MEET FlNISHED GRA�E 1H15 ADJUSIMENT
IS TO BE MADE BY iHE SEWER AND WATER CONTRACTOR AND THE WST IS TO BE
CONSIDERE� INQDEMAL iHESE ADJUSTMENTS TO FINISHE� GRADE W1LL NOT ALLEVIAIE 1HE
CONTRACTOR FROM ANV AD�ITIONAL ADJUSTMENTS AS REpUIRE� BY iHE MUNICIPALITY UPON
FlNAL INSPECTION Oi iHE PROJECT FlNAL GRADES MAV BE DETERMINED BV 1HE MUNIQPALIiV
AN� MAV VARY FROM PLAN GRA�E.
10. ANY EXIS➢NG SIGNS, LIGHT STAN�ARDS, AND UPLITV POLES THAT INTERFERE WITH
CONSTRUC➢ON OPERAPONS AN� ARE NOT NOIED ON 1HE PLANS FOR �ISPOSAL SHALL BE
REMWE� AND RESET BV iHE COMRACTOR AT HIS/HER OWN E%PENSE, AS DIRECTED BY 1HE
ENGINEER. ANV DAMAGE TO iHESE ITEMS SHALL BE REPAIRE� OR REPLACED BV 1HE
CONTRACTOR AT HIS/HER OWN E%PENSE TO iHE SAPSiACPON OF lHE OWNER. ANY SIGNS
NOT REQUIRED TO BE RESET SHALL BE �ELWERE� TO THE RESPECTIVE OWNERS.
11. REMOVAL Oi SPEQFlED ITEMS,INCLUDING BUT NOT LIMIiED T0, PAVEMEM, SI�EWALK. CURB,
CURB AND GUTiER, CULVERIS, ETG, SHALL BE �ISPOSED OF OiF-SIIE BY 1HE CONIRACTOR
AT iHE CONiRACTOR'S OWN E%PENSE. 1HE CONTRACTOR IS RESPONSIBLE FOR ANY PERMIiS
REQUIRED FOR SUCH DISPOSAL.
12. ANY FlELD lILES ENCOUNiERED SHALL BE INSPECTE� BV 1HE MUNIQPALITV. THE DRAIN PLE
SHALL BE CONNECIED TO THE STORM SEWER SYSTEM AN� A REWRD KEPT BY iHE
COMRACTOR OF THE LOCAPONS ANO TURNED OVER TO THE MUNICIPALRY UPON COMPLEPON
Oi iHE PROJECT. iHE COST OF iHIS WORK SHALL BE CONSI�ERED INCIDENTAL TO iHE
COMRACT, AND NO A�DIPONAL COMPENSAPON SHALL BE ALLOWE�.
13. BEFORE ACCEPTANCE. ALL WORK SHALL BE INSPECIED BY iHE MUNICIPALRY, AS NECESSARY.
14. EASEMENiS FOR iHE EXISTING UPLIPES, BOIH PUBLIC AND PRNAiE. AN� UPLIPES R11HIN
PUBLIC RIGHT-Oi-WAYS ARE SHOWN ON iHE PLANS ACCOR�ING TO AVAILABLE REWRDS. 1HE
COMRACTOR SHALL BE RESPONSIBLE i0R DETERMINING iHE EXACT LOCAlION OF THESE
UPLITV LINES AND iHEIR PROTEClION FROM DAMAGE DUE TO WNSiRUCTION OPERAPONS. IF
EXISTING UPLITV LINES OF ANV NAiURE ARE ENCOUNiERED WHICH CONFLICT WITH LOCAlI0N5
Oi iHE NEW CONSiRUCPON, THE WNTRACTOR SHALL NOTIFY 1HE ENGINEER SO 1HAT iHE
CONFLICT MAY BE RESOL�EO.
1S OWNER SHALL OBTAIN EASEMENTS AND APPROVAL OF PERMITS NECESSARY TO FAQLITAIE
CONSTRUC➢ON OF iHE PROPOSED UTILIPES. iHE CONIRACTOR, HOWEVER, SHALL FURNISH ALL
REQUIRED BONDS ANO E�ADENCE OF INSURANCE NECESSARV TO SEWRE 1HESE PERMITS ANO
EASEMENiS.
16. iHE CONIRACTORS SHALL PLAN 1HEIR WORK BASED ON 1HEIR OWN BORINGS E%PLORAPIXJS
AN� OBSERVAlI0N5 TO DEIERMINE SOIL CONDITIONS AT 1HE LOCAlION OF 1HE PROPOSED
WORK.
A. iHE CONIRACTOR IS SOLELV RESPONSIBLE i0R SAFETY ON 1HE JOB PER OSHA REGULAPONS.
19.IT SHALL BE iHE CONIRACTOR"5 SOLE RESPONSIBILIT' TO PRONDE PROPER BARRICADING.
WARNING DEVICES, AND iHE SAFE MANAGEMENT OF 1RAFFIC W11HIN THE AREA OF
CONSiRUC➢ON. ALL SUCH DEVICES AND iHEIR INSTALLAlION SHALL CONFORM TO iHE MANUAL
Oi UNIFORM iRAFFIC CONiROL DEVICES FOR SIREET ANO HIGHWAYS. LAlEST EDIl10N. ANO IN
ACCOR�ANCE WITH 1HE MUNICIPAL ORDINANCES.
19. iHE CONIRACTOR SHALL COLLECT AND REMOVE ALL CONSTRUCTION �EBRI$ E%CE55
MATERIALS, 1RASH, OIL AN� GREASE RESI�UE, MACHINERY, TOOLS, AND OIHER MISCELLANEOUS
REMS WHICH WERE NOT PRESEM PRIOR TO PROJECT COMMENCEMENT AT NO ADDITIONAL
EXPENSE TO THE OWNER. THE CONiRACTOR SHALL BE RESPONSIBLE FOR ACOUIRING ANY AND
ALL PERMRS NECESSARV FOR THE HAULING AN� DISPOSAL REpUIRED FOR 0.EANUP, AS
pIRECTE� BY iHE ENGMEER OR OWNER. BURNING ON THE SRE IS NOT PERMITIED.
2�.N0 UN�ERGROOND WORK SHALL BE COVERED UNPLIT HAS BEEN APPROVED BY iHE
MUNIQPALITY. APPROVAL TO PROCEED MUST BE OBTAINED FROM iHE MUNICIPALRY PRIOR TO
INSTALLING PAVEMEM BASE, BIN�ER. AN� SURFACE, AND PRIOR TO POURING ANY CONCREIE
AiiER FORMS HAVE BEEN SEL AS NECESSARV.
21. ALL E%ISPNG UTILIlIES OR IMPROVEMEMS, INCLUDING WALK$ CURBS, PAVEMENT, ANO
PARKWAVS DAMAGEO OR REMOVED �URING CONSTRUCPON SHALL BE PROMPILV RESTORED TO
iHEIR RESPECTIVE ORIGINAL CONDRION. iH15 WORK SHALL BE CONSIDERED INQDENTAL TO 1HE
COMRACT UNLE55 A PAY IIEM IS LISTE� ON THE BI� LIST.
22. AT iHE CLOSE OF EACH WORKING OAV AND AT 1HE WNCLUSION OF CONSTRUCPON
OPERAPONS, ALL DRAINAGE SIRUCNRES ANO FLOW LINES SHALL BE FREE FROM DIRT AND
�EBRIS.
23. TREES NOT MARKED FOR REMOVAL SHALL BE WNSIDERED AS DESIGNAIED TO BE SAVED ANO
SHALL BE PROTECTED. AS PER MUNICIPAL STAN�ARDS.
24. LIMB PRUNING SHALL BE PERFORME� UNDER iHE SUPERNSION Oi AN APPROVED LANDSCAPE
ARCHITECT. i0RE5TER, OR ARBORIST AND SHALL BE UNDERTAKEN IN A TIMELY FASHION 50 AS
NOT TO IMERFERE VNTH CONSIRUCPON. ALL LIMBS. BRANCHES. AND OIHER DEBRIS RESULPNG
iROM 1H15 WORK SHALL BE DISPOSED Oi OiF-SITE BY iHE CONIRACTOR AT HIS/HER OWN
EXPENSE. ALL WTS OVER ONE (1) INCH IN DIAMETER SHALL BE PAINTE� WIiH AN APPROVED
TREE PAINT
25. WHERE SHOWN ON 1HE PLANS OR DIRECTE� 9V lHE ENGINEER, EXISPNG DRAINAGE
STRUCTURES AN� PIPE SHALL 9E 0.EANE� OF DEBRIS AND PATCHE� AS NECESSARY TO
ASSURE INTEGRRY Oi iHE STRUCTURE. iH15 WORK SHALL NOT BE PAID FOR SEPARAIELY, BUT
SHALL BE MERGE� INTO iHE CONiRACT UNIT PRICE EACH FOR STRUClURES AN� WNTRACT
UNR PRICE PER LINEAL FOOT i0R STORM SEWERS, WHICH SHALL BE PAttAENT IN NLL FOR
0.EANING, PATCHING. REMOVAL, AND DISPOSAL OF DEBRIS AND �IRT. DRAINAGE SiRUCIDRES
AN� STORM SEWERS CONSTRUCiED AS PART OF 1H15 PROJECT SHALL BE MAINTAINE� BV THE
COMRACTOR AT HIS E%PENSE. NO E%TRA PAYMENT WiLL BE MA�E i0R CLEANING SiRUCIDRES
OR STORM SEWERS CONSTRUCiED AS PART OF 1H15 PROJECT.
26. HYDRANlS SHALL NOT 9E iWSHE� DIRECILV ONTO iHE ROAD SUBGRA�ES. WHENEVER
POSSIBLE. HOSES SHALL BE USE� TO DIRECT iHE WATER IMO LOT AREAS OR THE STORM
SEWER SYSTEM li AVAILABLE. �AMAGE TO 1HE ROA� SUBGRADE OR LOT GRADING DUE TO
EXCESSIVE WAIER SATURATION AND OR EROSION FROM HYDRAM FLUSHING OR FROM LEAKS IN
iHE WATER �ISiRIBUPON SYSIEM, INLL BE REPAIRED BV iHE CONIRACTOR FLUSHING OR USING
iHE HV�RANT AT iHE CONIRACTOR�S OWN EXPENSE LEAKS IN iHE WATER �ISIRIBU➢ON
SYSIEM SHALL BE 1HE RESPONSIBILRY Oi iHE WAIER MAIN CONTRACTOR AN� SHALL BE
REPAIRE� AT HIS EXPENSE.
D. AiiER 1HE STORM SEWER SVSTEM HAS BEEN WNSiRUCIED, 1HE COMRACTOR SHALL PLACE
EROSION COMROL AT LOCAPONS INDICAlEO BY 1HE ENGINEER. 1HE PURPOSE OF 1HE EROSION
COMROL WILL BE TO MINIMIZE iHE AMOUNT OF SILTATION THAT NORMALLY WOULO ENIER iHE
STORM SEWER SYSIEM FROM A�JACENT AND/OR UPSTREAM DRAINAGE AREAS.
28. iHE TRENCHES FOR PIPE INSTALLATION SHALL 6E KEPT �RY AT ALL TIMES DURING PIPE
PLACEMENT. APPROPRIATE FAQLIilES TO MAINTAIN iHE DRY TRENCH SHALL BE PROVIDED BV
THE CONIRACTOR. AN� 1HE COST OF SUCH SHALL BE INCIDENTAL TO iHE UNIT PRICE BID FOR
THE IiEM. PLANS FOR iHE SRE DEWATERING, IF EMPLOYED, SHALL BE SUBMITiED TO AND
APPROVED BV 1HE ENGINEER PRIOR TO IMPLEMENTATION. NO ADDRIONAL WMPENSA➢ON SHALL
JNSIRUCPON UNLESS APPROVE� IN WRIPNG 6V lHE
RELEASEOFOR CONSTRUCTION
BE INSTALLEO IN ACWRDANCE W11H IDEM REGULAPONS
$u6jec��ocompliancewifhallregula�ions AND SEDIMENTAlION WNTROL AND SHALL BE MAINTAINED
ofS�a�e antlLocalCodes PLACE UNm A SUITA6LE GROWiH oF GRA55,
DEVELOPED.
City of Carmel
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DATE: 06��9�20
NOTES I SANITARY SEWER NOTES I WATE
GENERAL 1. GENERAL 1. ALL UNSUITABLE MAIERIALS SHALL BE REMOVE� BELOW THE PROPOSED SANITARV SEWER ANO 1. ALL WATER LWE MATERIALS AN� INSTALLATIONS SHALL BE IN ACCORDANCE WRH THE CORRENT
REPLACEO WIiH COMPACTE� CRUSHED GRAVEL OR STONE, AS PER IN�OT STAN�ARDS. RUl£5 AND REGULATIONS OF 1HE QTV OF CARMEL UTILITIES DEPARiMENT.
1.1. PAVING WORK INCWOES FINAL SUBGRA�E SHAPING, PREPARAlION, AN� COMPACTION; 1.1. IT IS 1HE CONIRACTOR'S RESPONSIBILIiY TO UNDERSTAND THE SOIL AND GROUN�WAiER
PLACEMEM OF SUBBASE OR BASE COURSE MATERIALS; BIIDMINOUS INTERMEDIATE AND/OR CONDRIONS AT 1HE SITE 2. ALL 1RENCHES BENEAiH PROPOSE� OR EXISiING UIILRIES, PAVEMENTS, ROADWAYS, SIDEWALKS, PIPE MATERIALS: WAIERMAINS SHALL BE CONSTRUCiED OF ANh4A C900 OR AWWA C905
SURFACE COORSES; FORMING, FINISHING, AND CURING CONCRETE PAVEMEM, CURBS, AND AND FOR A �ISTANCE OF 1HREE (3) FEET ON ERHER SIOE OF SAME. AN�/OR WHERE SHOWN ON PLASTIC PIPE AND SHALL BE CLA55 15� ONl£55 OTHERWISE IN�ICATE� ON THE PLANS. ONE
WALKS; AN� FINAL CLEAN-UP AN� ALL RELATE� WORK. 12. ANY OUANTRIES IN THE BID PROPOSAL ARE INTEN�ED AS A GUIDE FOR THE CONIRACTOR'S iHE PLANS, SHALL BE BACKFlLLE� WIiH MATERIAL 1HAT HAS BEEN TREATE� AND COMPACIED TO COUPLING N1iH iW0 RUBBER GASKETS SHALL BE FURNISHE� WITH EACH LENGTH OF PIPE. IT
USE IN DETERMINING THE SCOPE OF THE COMPLETE� PROJECT.IT IS 1HE WNTRACTOR'S 95X OF SID. PROCTOR MA%IMUM DAY �ENSITY. SHALL BE THE SAME MAiERIAL AN� BY THE SAME MANOFACTURER AS THE PIPE AN�
. SUBGRADE PREPARAlION RESPONSIBILITV TO DETERMINE ALL MAIERIAL pUANIIilES AN� APPRISE HIMSELF/HERSELF OF CONFORM TO ASTM �3139. ROBBER GASKEiS SHALL CONFORM TO ASiM F4JJ.
ALL SRE CONOIiIONS. THE CONTRACT PRICE SUBMRTE� BY THE CONTRACTOR SHALL BE 3. ALL SANITARY SEWERS ARE TO BE CONSTRUCiED USING A LASER INSIROMENT TO MAINTAIN LINE
2L EARTHWORK i0R PROPOSEO PAVEMEM SUBGRADE SHALL BE FINISHED TO N11HIN 0.1 i00T, CONSIDERE� AS LUMP SUM i0R 1HE WMPLETE PROJECT NO CLAIMS FOR EXTRA WORK WILL AND GRA�E IESTING Oi THE PIPE AN� COUPLINGS SHALL BE MA�E IN ACCOR�ANCE N1R1 AWWA C900.
PWS OR MINUS, OF PLAN ELEVAlION. THE CONTRACTOR SHALL SATISiY HIMSELF iHAT 1HE BE RECOGNIZE�. REGAR�LESS OF iHE PLACE OF MANUFACNRE, ALL PIPE SHALL BE TESTEO WITHIN 1HE
SUBGRADE HAS BEEN PROPERLY PREPARED AN� iHAT 1HE FINISH TOP SUBGRADE ELEVATION 4. CONNECTIONS TO EXISIING SANRARV SEWER SYSIEM SHALL NOT BE �ONE UNTIL AUIHORIZEO BV CONiINENTAL UNIIED STAiES.
HAS BEEN GRADED N11HIN IDLERANCES ALLOWE� IN THESE SPEQiICAlIONS, UNLESS iHE 1.3. THE CONTRACTOR WILL NOiE 1HAT THE ELEVATIONS SHOWN ON 1HE CONSiRUClION PLANS ARE iHE QTY OF CARMEL.
CONTRACTOR AOVISES iHE ENGINEER IN WRIiING PRIOR TO FWE GRAOING FOR BASE COURSE FlNISHED GRADE AN� SUBGRADE ELEVAlI0N5 (AS NOTE�) AND 1HAT PAVEMENT iHICKNESS, 2. PRESSURE RAIING: 1HE PIPE SHALL BE OR 14 FOR FIRE PROIECPON MAMS AND DR 18 FOR
CONSTROCTION. IT IS ON�ERSTOOD THAT HE/SHE HAS APPROVED AND ACCEPiS iHE TOPSOIL, ETC., MUST BE ACCOUNIED FOR 5. WATERMAINS SHALL BE SEPARATED FROM SANITARY SEWERS AND STORM SEWERS IN WAIER MAINS.
RESPONSIBILITY i0R THE SUBGRADE. ACCOR�ANCE WIiH IN�IANA OEPARTMEM OF ENVIRONMENTAL MANAGEMENT REOUIREAIENIS, AS
1.4. THE CONTRACTOR SHALL MAINTAIN POSIIIVE �RAINAGE �URING WNSTRUClION AND PREVENT SPEQiIED IN iHE STANDARDS i0R WAIER AN� SEWER CONSTRUCiION IN IN�IANA. 3. JOIMS: JOIMS SHALL BE BELL END OR COUPLING PUSH-ON TYPE. 1HE PUSH-ON JOINT AN�
22 AFTER STRIPPING TO THE PROPOSE� SUBGRADE LEVEL, THE BUILDING AN� PARKING AREA STORMWATER iROM RUNNING INTO OR STAN�ING IN EXCAVAIED AREAS. 1HE FAIWRE TO JOIM COMPONEMS SHALL MEET 1HE REQUIREMENTS FOR ASTM �-3139, JOINT FOR PLASIIC
SHOULD BE PROOi-ROLLE� WITH A TAN�EM A%LE DUMP TROCK OR SIMILAR HEAW RUBBER PROVI�E PROPER DRAINAGE N1LL NEGATE ANV POSSIBLE A�DED COMPENSATION REpUESTE� DUE 6. NO WATER 11NE SHALL BE PLACED IN THE SAME iRENCH AS A SEWER LINE, EXCEPT UNDER PRESSURE PIPE, USING FLEXIBLE ELASTOMERIC SEALS. THE JOINT SHALL BE DESIGNED 50 AS TO
PRED VEHICLE iYPICALLY WIiH AN A%IAL LOAD GREATER THAN NINE (9) TONS OR MEEIING TO DELAYS OR UNSUITABLE MATERIALS CREATE� AS A RESULT THEREOE FINAL GRADES SHALL SPECIAL CIRCUMSTANCES AND THEN ONLV UNDER iHE FOLLOWING ROLES: PROVIDE FOR THE THERMAL EXPANSION AN� CONTRACTION E%PERIENCED WITH A TOTAL
SPEQiICAlI0N5 OUILWE� IN INDOT CMS ITEM 204 FOR ROA�WAV SUBGRADE COMPACiION BE PROTECIED AGAINST OAMAGE iROM EROSION. SEDIMEMATION, AND TRAFFIC. IEMPERAiURE CHANGE OF �5 DEGREES i W EACH JOINT OF PIPE THE WBRICANT SHALL HAVE
AND PROOF-ROLLING 6.1. IF NECESSARV PERMISSION SHALL BE OBTAINED FROM 1HE CIiY OF CARMEL IN WRITING PRIOR NO DETERIORAIING EFFECTS ON iHE GASKET OR iHE PIPE GASKEIS SHALL MEET ALL
LS PLANS FOR THE SIiE �EWATERING,IF EMPLOVED, SHALL BE SOBMITIED ANO APPROVEO PRIOR TO BEGINNING CONSIRUCTION. APPLICABLE REOl11REMEMS OF AN51 STAN�AR� A21.11.
2.3. MAXIMUM �EFLEClION ALLOWED IN ISOLAIE� AREAS MAY BE ONE (1) INCH IF NO OEFLECPON TO IMPLEMENTAPON. NO AD�IiIONAL COMPENSAPON SHALL BE MADE FOR OEWAiERING DURING
OCCURS OVER iHE MAJORITV OF 1HE AREA. CONSTRUCPON. 62. THE BOITOM OF A WATER LWE SHALL BE INSTALLED ON A SHELF A MINIMUM OF 19 INCHES 0. FlTTINGS: ALL FITiINGS SHALL BE OF �UCiILE IRON WIiH GASKETS, GLANDS AND T-HEA� BOLTS
ABOVE THE TOP OF iHE SEWER ANO 18 INCHES HORRONTALLV AWAV FROM THE EDGE OF WITH NUiS. �UCTILE IRON FITiINGS SHALL WNiORM TO AN51/AWWA d10/A21.10, 3W POUNDS
2.4. PRIOR TO lHE WNSiRUClION OF 1HE CURB AND GUTTER AN� iHE PLACEMENT OF 1HE BASE 1.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTAlION OF iHE SOIL EROSION AND iHE SEWER. PER SQUARE INCH (P51) PRESSURE RATING REOUIREMENlS. ALL FITTINGS SHALL BE CEMENT
MAiERIAL, THE PAVEMENT AREA SHALL BE FlNE-GRADE� TO WITHIN 0.04 FEET (1/2 INCH) OF SEDIMENTATION CONiROL MEASURES. THE INITIAL ESTABLISHMEM OF EROSION CONIROL MORTAR LINE� WNiORMING TO AN51/AWWA C104/A21.4 AND SHALL BE COATE� OUl51DE WITH A
FINAL SUBGRA�E ELEVATION, TO A POINT lW0 (2) FEET BEVON� iHE BACK OF 1HE CURB, PROCEDURES ANO lHE PLACEMENT OF SILT AN� FILTER FENCING, ETC., TO PROTECT ADJACENT J. ALL PIPE CONNECTION OPENINGS SHALL BE PRECAST K11H RESILIENT RUBBER WAIER-PGHT BROMINOUS COAIING OR NSION-BONOE� EPDXY. FITiINGS SHALL HAVE �ISiINCTLV CAST INTO
SO AS TO ENSORE THE PROPER 1HICKNESS OF PAVEMENT COURSES. NO CLAIMS FOR E%CESS PROPERTY, ETC., SHALL OCCUR BEFORE GRADING BEGINS. SLEEVES. THE BOTTOM OF THE MANHOLE SHALL HAVE A CONCREIE BENCH POUREO TO lHE PIPE E%iERIOR THE PRESSURE RAiING AND LEITERS '01' OR 'OUCPLE". ALL OUCPLE IRON
QUANIITV OF BASE MAIERIALS DUE TO IMPROPER SUBGRADE PREPARAPON INLL BE FACILITAiE SMOOIH FLOWS FlTTINGS ACCEPTABLE TO lHE UiILITY SHALL BE RATED AT A MINIMOM OF JO-50-OS (KSI
HONORE�. 1J. PRIOR TO COMMENCEMENT OF GRADING ACTINilES, iHE CONTRACTOR SHALL ERECT A 1EN51LE STRENCHT-K51 YIELD STRENGTH-PERCENT ELONGAlION),IN ACCORDANCE WRH
CONSTRUCPON FENCE AROUND ANY TREE DESIGNAIED TO BE PRESERVED. SAID FENCE SHALL fl FRAMES AND LIDS: ALL SANRARV SEWER MANHOLE FRAMES ANO LI05 SHALL BE PER DETAIL AN51/ANh4A d10 STANOAR�S REGAR�ING STRENGTH Oi MATERIALS.
25. PRIOR TO PLACEMENT OF THE BASE COURSE, iHE SUBGRAOE SHALL BE APPROVEO BY 1HE BE PLACED IN A CIRCLE CENTERE� AROON� iHE iREE, lHE OIAMETER OF WHICH SHALL BE SHEET, UNLE55 OTHERWISE NOTED ON THE PLANS AN� OETAILS. iHE LIDS SHALL HAVE RECESSED
IESPNG ENGINEER. SUCH iHAT lHE ENTIRE ORIP ZONE (EXTENT OF FURlHEST EXiENDING BRANCHES) SHALL BE (CONCEALE�) PICK HOLE AND BE SELF-SEALING lN1H AN "0" RING GASKE? THE JOINTS BETWEEN 5. FlT11NG JOINTS SHALL BE OF 1HE STANDAR� MECHANICAL JOINT TYPE CONFORMING TO ANSI/AWW
VAiHIN iHE FENCE LIMRS. iHE EXISTING GRA�E WRHIN iHE FENCED AREA SHALL NOT BE iHE FRAME ANO CONCREiE SECPON SHALL BE SEALED WIIH A BUTYL ROPE q11/A21.fl OR PUSH JOINT TYPE CONFORMING TO ANSI/AWWA d11/A21.11. ALL GASKETS,
. CONCRETE WORK DISTURBED. GLANDS AND T-HEAD BOLlS SHALL BE IN ACCORDANCE WITH ANh4A C111/A21.11.
9. A MA%IMUM OF iWELVE (12J INCHES OF CONCRETE-AOJUSTING RINGS SHALL BE USED TO ADJUST
3.1. ALL EXlERIOR CONCREIE SHALL BE PORTLAN� CEMENT WNCRETE CLA55 51 OR PV. 2. TOPSOIL E%CAVAPON INCLUOES: FRAME ELEVATIONS. RINGS SHALL BE SEALED TOGEIHER W1iH BOttL ROPE. 6. POLYEIHYLENE ENCASEMENT: HIGH �ENSItt CROSS-LAMINAiE� POLVElH1tENE ENCASEMENT
WNCRETE SHALL BE A MINIMUM OF SIX (6) BAG MIX AND SHALL DEVELOP A MINIMUM OF MAIERIALS SHALL BE USED i0R DUCTILE IRON PIPE AND FlTTINGS. THE HIGH DENSITY
4,000 P51 COMPRESSIVE SiRENGIH AT TWENTV-EIGHT (28) DAYS. ALL CONCREIE SHALL BE 2.L EXCAVAlION OF TOPSOIL AND OTHER STROCTURALLY UNSUITABLE MATERIALS VAIHIN iHOSE 1Q CLEANING: ALL MANHOLES AN� PIPES SHALL BE THOROUGHLV CLEANED OF DIRT AND OEBRIS, CRO55-LAMINAIED POLYETHYLENE NBE MATERIAL SHALL CONFORM TO AN51/AWWA CIDS W11H A
BROOM-FlNISHE� PERPENDICULAR TO lHE DIRECiION OF TRAVEL AREAS THAT WILL RE UIRE EARIH E%CAVATION OR COMPACiE� EARIH FlLL MAIERIAL EXISIING AND ALL VISIBLE LEAKAGE ELIMINATE� BEFORE FlNAL INSPECTION AND ACCEPTANCE. MINIMUM IHICKNE55 OF 4 MILS.
Q
VEGETATION SHALL BE REMOVED PRIOR TO SiRIPPING TOPSOIL OR FILLING AREAS.
32. CONCRETE CURB ANO OR WMBINATION CURB AND GUTTER SHALL BE OF iHE TYPE SHOWN fl. iESTING: DERECPON AIR ANO LEAKAGE iESiING WILL BE RE UIRE�. 1HE PROCEDURE AND J. VALVES: GATE VALVES SHALL BE USED ON ALL WAIERMAINS. ALL VALVES SHALL IDRN
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ON THE PLANS. THE CONiRACTOR IS CAUiIONE� TO REFER TO THE CONSiROCTION 22 PLACEMENT OF EXCAVATED MATERIAL IN OWNER-0ESIGNATE� AREAS FOR FUNRE USE WITHIN ALLOWABLE lESTING LIMITS SHALL BE IN ACCORDANCE WIiH iHE lEN STAIE STAN�AR�S. COUNiER-CLOCKWISE TO OPEN. VALVES SHALL BE IRON BO�V RESILIENT WEOGE GAIE VALVES
STAN�AR�S AND THE PAVEMENT CRO55 SECiION TO �EiERMME THE GUTiER FLAG THICKNE55 AREAS TO BE LANOSCAPED AN� THOSE AREAS NOT RE UIRING SiRUCIDRAL FILL MAiERIAL W11H BRONZE-MOUNiED SEAiS AND NON-RISING SIEMS WNiORMING TO AWWA C-509. 1HE
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AND THE AGGREGATE BASE COORSE THICKNESS BENEATH THE CURB AND GUITER. PROVIOE NECESSARV EROSION CONiROL MEASURES FOR STOCKPILE. 12. iESTING lHE ALIGNMENT SiRAIGHlNE55 SHALL BE IN ACCORDANCE K11H MUNICIPAL STANOARDS. VALVES SHALL HAVE MECHANICAL JOINlS.
PRE-MOL�EO FlBER EXPANSION JOINTS, W1lH iW0 3/4-INCH BY 18-INCH EPDXY-COATED /
SIEEL DOWEL BARS SHALL BE GREASEO AND iITfE� WRH METAL E%PANSION iUBES. SAWEO 2.3. TOPSOIL STOCKPILED FOR RESPREAD SHALL BE FREE OF CLAV AND SHALL NOT WNTAIN ANY 13. iELENSING: li RE UIRED BY THE CITY Oi CARMEL ALL SANITARY SEWERS SHALL BE TELENSED 8. WHERE WAiERMAINS AND SERVICES CROSS PROPOSE� OR EXISPNG STREETS BACKFILL SHALL BE
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OR FORMED CONiRACTION JOINlS SHALL BE PROVI�ED AT NO GREAiER IHAN TEN TO OF THE iRANSITIONAL MATERIAL BETWEEN THE TOPSOIL AN� CLAV. iHE TRANSIlIONAL AND A COPV OF iHE TAPE AND A WRRTEN REPORT SHALL BE SUBMITiE� AND REVIEWE� BY THE COMPACIED GRANULAR MAiERIAL EXTENDING AT LEAST 5 FEET BEYOND THE BACK OF CURB OR
1WENTV-FlVE i00T INTERVALS BETWEEN EXPANSION JOINiS. NO HONEV-COMBING OF 1HE MATERIAL SHALL BE USEO IN NON-STRUCTURAL FlLL AREAS OR DISPOSEO OF OFF-SIIE. CITV OF CARMEL BEFORE FINAL ACCEPTANCE. iHE REPORT SHALL INCLU�E SNB LOCATION AS EDGE Oi PAVEMENT.
CURB AN� GUTTER WILL BE ACCEPTED. WELL AS A DESCRIPlION OF ALL DEFECiS. WATER LEVEL, LEAKS. AN� LENGlHS.I�ENTIFY
2.4. TOPSOIL RESPREAD SHALL INCLUDE HAULING AND SPREADING OF TOPSOIL DIRECILV OVER MANHOLE TO MANHOLE BOIH VERBALLY AN� ON-SCREEN USING MANHOLE NUMBERS FROM 9. PROVIDE AND INSTALL FOUR MEGALUG JOINT RESTRAINIS AT EACH JOINT FROM iHE MAINLINE lEE
3.3. CURBS SHALL BE DEPRESSED AT LOCAilONS WHERE PUBLIC WALKS INTERSECT CURB LINES AREAS TO BE LANOSCAPED WHERE SHOWN ON iHE PLANS OR AS DIRECIED BV THE OWNER. APPROVE� PLANS. ORDER OF WRITTEN REPORT SHALL BE iHE SAME AS iHE VI�EOTAPES. TO 1HE AUXILIARY VALVE AND BETNEEN 1HE AUXILIARY VALVE AND THE H1'�RANT BARREL.
AND OIHER LOCAPONS. AS �IRECTE�, FOR iHE PURPOSE OF PRONDING ACCESSIBILITY.
3. EAR1H EXCAVATIIXJ INCLUDES: 14. TEST RESULiS: 6 THE SANITARV SEWER INSTALLATION FAILS TO MEET THE TEST RE UIREMENTS 10. 1HE BREAK FLANGE AND ALL BELOW-GRADE FITIING SHALL HAVE STAINLE55 SIEEL NUTS ANO
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3.4. 1HE CURBS SHALL BE BACKFlLLED AFTER THEIR CONSIRUCTION ANO PRIOR TO 1HE SPEQFlED, iHE COMRACTOR SHALL OEIERMINE iHE CAUSE OR CAUSES OF THE DEFECT AND BOLTS.
PLACEMENT OF 1HE BASE COURSE. 3.1. EXCAVAlION OF SUBSURFACE MATERIALS WHICH ARE SORABLE FOR USE AS STRUCIDRAL FlLL. REPAIR OR REPLACE ALL MATERIALS AN� WORKMANSHIP AS MAY BE NECESSARY TO COMPLV
1HE E%CAVAPON SHALL BE TO WRHIN A TOLERANCE OF 0.1 FEET Oi THE PLAN SUBGRADE WITH THE iEST RE UIREMENlS. 11. CORPORATION STOPS: CORPORAPON STOPS SHALL BE BRONZE BODY KEY STOPS CONFORMING TO
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3.5. WNCRETE SIDEWALK SHALL BE IN ACCORDANCE WIIH 1HE ABOVE ANO iHE PLANS. PROVIDE ELEVAPONS WHILE MAINTAINING PROPER DRAINAGE. THE TOLERANCE WITHIN PAVEMENT AREAS ANh4A C-800 AN� SHALL INCLU�E 'J" BENO TAILPIECE AND COMPRESSION FlTIINGS. SIZE ANO
SCORED JOINTS AT MA%IMUM 6-FOOT MiERVALS ANO 1 2-INCH PRE-MOLDED FlBER SHALL BE SUCH THAT THE EARTH MATERIALS SHALL "BALANCE' DURING THE FlNE GRA�ING 1& CERPFlCAlION: CONTRACTOR SHALL SUBMR CERIIFlE� COPIES OF ALL REPORlS OF 1E515 LOCAPON AS SHOWN ON 1HE PLANS.
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E%PANSION JOINlS AT 50-FOOT MA%IMUM WiERVALS AND ADJACENT TO WNCRETE CURBS OPERATION. CON�UCTE� BY AN INDEPEN�ENT LABORATORY BEFORE INSTALLAiION Oi PVC PLASIIC PIPE.
DRIVEWAYS FOUN�ATIONS ANO OIHER STRUCIDRES. TESTS SHALL BE CONDUCTED IN ACCOROANCE WIIH STAN�ARD METHOD Oi TEST FOR "E%TERNAL 12. MAXIMUM DEFLEClION AT PIPE JOINTS SHALL BE IN ACCORDANCE WIIH PIPE MANUFACTURER'S
J2 PLACEMENT OF SUITABLE MATERIALS SHALL BE WITHIN 1HOSE AREAS REQOIRING SIRUCTURAL LOA�ING PROPERTIES OF PLASTIC PIPE BV PARALLEL PLATE LOADING' ASTM STAN�ARDS �-2241, CURRENT RECOMMENDAPONS AND ANh4A SPEQFICAlI0N5.
3.6. WNCRETE DRIVEWAY APRONS SHALL BE IN ACCOR�ANCE VAIH iHE ABOVE AND 1HE PLANS. FlLL IN OR�ER TO ACHIEVE iHE PLAN SUBGRAOE ELEVAPONS TO K11HIN A TOLERANCE OF 0.1 AS APPROPRIATE FOR iHE PIPE, TO BE USED. TESiS SHALL AL50 BE CONOUCIED TO
PRONDE 6-INCH BY 6-INCH N0. 6 WELDE� WIRE MESH IN ALL �RIVEWAVS. PRONDE FEET THE FlLL MATERIALS SHALL BE PLACED IN LOOSE LIF15 1HAT SHALL NOT E%CEED EIGHT DEMONSTRAIE JOINT PERiORMANCE AT iIVE (5) PERCENT MA%IMUM DIAMETRIC DEFLECTION OF 13. BEODING: ALL WATERMAINS SHALL BE BE�DE� ON FIRM GROUND, WITH BELLHOLES E%CAVATEO 50
1/2-INCH PRE-MOLDED iIBER E%PANSION JOIM ADJACENT TO CURBS AND CONCREIE (8) INCHES IN THICKNE55, ANO 1HE WATER CONiENT SHALL BE ADJUSIED IN OROER TO iHE SPIGOT. 1HAT 1HE PIPE HAS AN EVEN BEODING FOR Ii5 ENPRE LENGTH.
SIOEWALKS. PRONDE SAWE� OR FORMED CONiRACTI0N5 JOINT AT MIO-POINT AND 15-FOOT ACHIEVE REOUIRED COMPACTION.
MAXIMUM. 16.IF CONFLICT ARISES BETWEEN CARMEL STANDARDS ANO SANITARY SEWER NOlES. THE MORE 14. GRANULAR BEDOING MAIERIAL OR GRANULAR BACKFILL MAiERIAL SHALL BE CAREFULLY PLACED
3.3. STRUCiURAL FILL MATERIAL MAV BE PLACEO WIiHIN THOSE PORTIONS OF THE SITE NOT SIRINGENT SHALL APPLV. TO 1WELVE (12) INCHES OVER 1HE TOP OF THE PIPE BEFORE FINAL BACKFlLLING AND
3J. STAN�AR� REMFORCED CONCREIE PAVEMENT SHALL BE IN ACCOR�ANCE W11H 1HE ABOVE RE UIRING SIRUCNRAL FlLL WITHW 51X 6 INCHES OF 1HE PLAN FlNISHE� GRADE ELEVATION. COMPAClION.
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AND THE PLANS. SAWED OR FORMED CON1RAClION E%PANSION JOINTS SHALL BE AS SHOWN IN AREAS RE UIRING STROCTURAL FILL HOWEVER THIS MATERIAL SHALL NOT BE PLACE� OVER D. ALL SANITARY SEWER LINES SHALL BE PVC MEEIING ASiM D-3034 STANOARDS AND JOIN15
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ON THE PLANS. TOPSOIL OR OiHER UNSUITABLE MATERIALS UNLE55 SPEQFICALLV DIRECTED BV A SOILS MEEIING ASTM 0-3212. ALL SANITARY MANHOLES TO BE CONCREIE ANO MEET MANHOLE OESIGN 1S A MINIMUM DEP1H OF COVER OF FIRY-FOUR (54) INCHES SHALL BE MAINTAINED OVER THE
ENGINEER WIiH iHE CONCURRENCE OF THE OWNER. SPEQFICAPON OF AS1M C-4J8 ANO JOINT SPEQFlCAPONS OF AS1M C-443. SANITARY SEWER WAIER LINES. 1HE MA%IMUM COVER SHALL BE SEVENTV-TWO (J2) INCHES EXCEPT AT SPEQAL
3.8. CONCRETE CURING ANO PROIECPON SHALL BE PER INDOT STANDAR�S. TWO (2) COATS OF LINES iHAT ARE PROPOSED AT A DEPiH 15 FEET OR GREATER SHALL BE DUCPLE IRON CLA55 CROSSINGS.
IN�OT APPROVED CURING AGENT SHALL BE APPLIED TO ALL EXPOSEO WNCREIE SURFACES. 3.4. COMPACTION OF SUITABLE MATERIALS SHALL BE TO AT LEAST 93% OF THE MODIFIED PROCTOR S PIPE.
�RY DENSITY WITHIN PROPOSE� PAVEMENT AREAS, SI�EWALK. ETG COMPAClION SHALL BE AT 16. "MEGA-LUG' RETAINER GLANDS ANO iHRUST BLOCKING SHALL BE INSTALLED ON WAIERMAINS AT
3.9. 1HE COST OF AGGREGATE BASE OR SUBBASE UNDER CONCREIE WORK SHALL BE INCLUDED IN LEAST 959. OF iHE MO�IFIE� PROCTOR WITHIN PROPOSED BUIL�ING PAD AREAS. ALL BENOS FIT11NG5 lEES ELBOWS ETC. "MEGA-LUG' RESTRAINED JOINTS ARE RE UIRED ON
DEMOLITION NOTES � a
1HE COST OF THE RESPECIIVE CONCREIE ITEM. ALL VALVES AND ALL FITlINGS.
4. UNSUITABLE MATERIAL UNSORABLE MATERIALS SHALL BE CONSIDERE� MAIERIAL THAT IS NOT
. REXIBLE PAVEMENT SUITABLE i0R 1HE SUPPORT OF PAVEMENT AND BUILOING CONSiRUCTION, AND IS ENCOUNIERED � 7HE MTENT OF iHE �EMOLRION PLAN IS TO �EPICT E%ISTING FEATORES iHAT ENCOMBER THE »� HORIZONTAL SEPARAiION
BELOW NORMAL TOPSOIL DEPTHS AND THE PROPOSE� SUBGRADE ELEVAlION. iHE DEQSIIXJ TO pROPOSEO CONSTROCTON AREA AND ARE SCHEDULED GOR REMOVAL SOFIE INCIDENTAL ITE�AS
4.1. iHE PAVEMENT MATERIALS FOR BRUMINOUS STREETS, PARKING LOiS. AN� DRNE AISLES REMOVE SA10 MATERIAL AND TO WHAT EXTENT SHALL BE MADE BY 1HE GEOIECHNICAL ENGINEER 1J.1. WAIERMAINS SHALL BE LAID AT LEAST lEN (10) FEET HORIZONTALLY FROM ANY EXISIING OR
SHALL BE AS DETAILED ON lHE PLANS. ONLE55 OTHERWISE SHOWN ON iHE PLANS, THE OR SOILS iESPNG AGENCV W1T1 THE WNCURRENCE OF 1HE OWNER. MAY HAVE BEEN INA�VERTENTLY OMRTED FROM 1HE PLAN. THE CONiRACTOR IS ENCOURAGED TO PROPOSED DRAIN, STORM SEWER, SANITARY SEWER, OR SEWER SERVICES CONNEClION.
FLE%IBLE PAVEMENTS SHALL WNSIST Oi AGGREGAiE BASE, ASPHALT IMERME�IAIE COURSE THOROUGHLY INSPECT THE SITE AS WELL AS RENEW THE PLANS AND SPEQFlCATIONS PRIOR TO
TYPE 2, ANO ASPHALT SURiACE COURSE TYPE 1. OF THE 1HICKNE55 AND MAIERIALS S MISCELLANEOUS. iHE CONIRACTOR SHALL SUBMITIING PRICING. CONIRACTOR VALL NOT RECEIVE ADDITONAL COMPENSAPON FOR INCIDENTAL 1J2. WAIERMAINS MAV BE LA10 CLOSER IHAN lEN (1�) FEET TO A SEWER LINE WHEN:
SPEQFlED ON THE PLANS. iHICKNE5SE5 SPECIFlED SHALL BE CONSIDERED TO BE 1HE ITEMS NOT SHOWN ON iHE DEMOLITION GLAN.
MINIMUM COMPACiEO IHICKNE55 5.1. SPREA� AND COMPACT UNIFORMLV TO 1HE DEGREE SPECIFlE� ALL EXCE55 1RENCH SPOIL D2.1. LOCAL CONDIPONS PREVEM A LAiERAL SEPARAPON OF TEN (10) FEET;
AFiER COMPLETION OF 1HE UNDERGROUND IMPROVEMENiS. 2. THE LOCATIONS OF EXISiING OTILITIES SHOWN ON 1H15 PLAN HAVE BEEN DETERMMEO FROM 1HE
42. ALL TRAFFIC SHALL BE KEPT OFF 1HE COMPLEIED AGGREGAiE BASE UNTIL 1HE INIERME01AlE BEST INFORMATION AVAILABLE AND ARE GNEN FOR iHE CONVENIENCE OF THE CONiRACTOR. 1HE D22. iHE WATERMAIN INVERT IS AT LEAST EIGHTEEN (18) INCHES ABOVE 1HE CROWN OF THE
COORSE IS LAIO. &2 SCARIFY, DISC, AERAiE, AND COMPACT. TO THE DEGREE SPEQiIED, 1HE UPPER TWELVE (12) ENGWEER ASSOMES NO RESPONSIBILItt FOR hiEIR ACCURACY. PRIOR TO COMMENCING ANY SEWER;
INCHES OF THE SUITABLE SUBGRAOE MAiERIAL IN ALL AREAS THAT MAY BE SOFT DUE TO DEMOLITION ACiIVITT, lHE CONTRACTOR SHALL NOIIFV 1HE UIILItt COMPANIES FOR ONSIIE
4.3. PRIOR TO PLACEMENT Oi THE SURFACE COURSE. THE WiERMEDIATE COURSE SHALL BE EXCE55 MOISTURE CONIENT. iH15 APPLIES TO CUT AREAS AS WELL AS FlLL AREAS. LOCATIONS OF E%ISTING UPIJTIES AN� FlEID VERIFV ALL UN�ERGROUNO UPLITIES. »���3. THE WATERMAIN IS EITHER IN A SEPARAiE 1RENCH OR IN iHE SAME 1RENCH ON AN
CLEANEO AND TACK-COATE� 6 DUSTV OR �IRTY. ALL DAMAGED AREAS IN THE INTERMEOIAIE UNDISTURBE� EARIH SHELF LOCAIED TO ONE SIOE Oi THE SEWER.
COORSE, BASE, OR CURB SHALL BE REPAIRED TO THE SATISiACTION OF iHE OWNER PRIOR 53. PROVIDE WAIER TO ADD TO ORY MATERIAL IN ORDER TO ADJUST 1HE MOISNRE CONIENT FOR 3. THE CONIRACTOR SHALL MAINiAIN ALL UTILITY SERNCES TO 1HE E%IS11NG BUILDING Ai ALL
TO LAYING iHE SURFACE COURSE iHE CONTRACTOR SHALL PRONDE WHAIEVER EpUIPMENT 1HE PORPOSE OF ACHIEVING THE SPEQFIEO COMPACPON. iIMES. UPLITV SERVICES SHALL NOT BE INiERRUPTE� K1IHOUT APPROVAL FROM iHE 1J.3 BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE WNSiRUCIED VAIH PIPE EQUIVALENT
AND STAFF NECESSARY, INCLU�ING lHE USE OF POWER BROOMS 6 REpUIRED BY THE OWNER, CONSTRUCTION MANAGER. TO WAiERMAIN STANDAR�S OF CONSiRUClION WHEN IT IS IMPOS519LE TO MEET (1) OR (2)
TO PREPARE THE PAVEMENT FOR APPLICAlION OF THE SURFACE COURSE. iHE TACK COAT &4. BACKFlLL THE CURB AN� GUTiER AFIER I15 CONSIRUCPON AN� PRIOR TO 1HE PLACEMENT OF ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURE-lESIED TO THE MAXIMUM EXPECIED
SHALL BE UWFORMLY APPLIED TO THE BINDER WURSE AT A RAiE OF OAS TO 0.10 THE BASE COURSE MAIERIAL 4. CONTRACTOR IS REOUIRED TO OBTAIN ALL NECESSARV DEMOLITON PERMITS. SURCHARGE HEAD BEFORE BACKFILLING.
GALLONS PER SpUARE VARO. TACK WAT SHALL BE AS PER INDOT STANDARDS.
fi TESTING AND FINAL ACCEPTANCE 5. THE CONTINUOUS ACCE55 SHALL BE MAINTAME� FOR THE TRUCKS AT ALL TIMES �URING �g. ypRTICAL SEPARATION
4.4. SEAMS W SURFACE AND BASE COURSES SHALL BE STAGGERE� A MINIMUM OF 6 INCHES. DEMOLITION OF lHE E%ISTWG FACILIiIES.
6.1. 1HE CONTRACTOR SHALL PROVI�E AS A MINIMUM A FULLY LOADE� 51%-WHEEL TANDEM AXLE 6 CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY 1HOSE AREAS WHERE IT IS �8.1. ALL SERVICE PIPES SHALL BE BURIED AT LEAST F6TV-FOUR (54) INCHES DEEP IN iHE
. 1E511NG AN� FINAL ACCEPTANCE. 1RUCK FOR PRWF ROLLING lHE PAVEMENT SUBGRADE PRIOR TO lHE PLACEMENT OF 1HE REOUIRED AS SHONN ON TiESE CONSiRUCTION PLANS BUT IF ANY DAMAGE IS INCURREO ON GROUND.
CURB AND GUTIER AN� THE BASE MAiERIAL. iHIS SHALL BE WITNESSE� BY 1HE ENGINEER OR
5.1. 1HE CONTRACTOR SHALL FOLLOW THE QUALItt CONTROL 1ESiING PROGRAM FOR CONCREIE SOILS TESiING AGENCV AND THE OWNER. (SEE PAVING SPECIFICATION.) ANT OF iHE SURROUNDING PAVEMENT, ETC.. THE CONIRACTOR SHqLL BE RESPONSIBLE FOR ITS �82. A WATERMAIN SHALL BE LAI� SO THAT ITS INVERT IS EIGHTEEN (18) INCHES ABOVE iHE
AND PAVEMENT MATERIALS ESTABLISHED BV lHE ENGINEER. REMOVAL AN� REPAIR. CROWN OF iHE �RAIN OR SEWER WHENEVER WAiERMAINS CRO55 STORM SEWERS. SANITARV
62. ANY UNSURABLE AREA ENCOUNiERED AS A RESULT OF PROOi ROLLING SHALL BE REMOVED SEWERS, OR SEWER SERVICE CONNECTIONS. THE VERiICAL SEPARAlION SHALL BE
52. PRIOR TO PLACEMENT OF THE BITUMINOUS CONCREiE SORFACE COURSE, 1HE CONIRACTOR, ANO REPLACED WIiH SUITA9LE MATERIAL OR OiHERN1SE CORRECTED AND APPROVED BY THE �� THE CONIRACTOR SHALL COORDINAIE WITH RESPECTVE UIILITY COMPANIES PRIOR i0 iHE MAINTAINED FOR THAT PORTION Oi THE WAIERMAW LOCATE� WITHIN lEN (10) iEET
WHEN REpUIREO BY THE CITY Oi CARMEL, SHALL OBTAIN SPEQMENS OF 1HE INiERMEDIAIE ENGINEER OR SOILS IESPNG AGENCV. REMOVAL AND/OR RELOCAPON OF UTLIPES OR PRIOR TO ANY FURIHER �EMOLITON. iHE HORIZONTALLV OF ANV SEWER OR DRAIN CROSSED. A LENGiH OF WAiERMAIN PIPE SHALL BE
COORSE WRH A CORE DRILL WHERE �IRECiED, FOR 1HE PURPOSE OF 1HICKNE55 CONTRACTOR SHALL COOR�INAiE WIIH 1HE UTILITV COMPANY CONCERNING PORlI0N5 OF WORK CENTERE� OVER lHE SEWER TO BE CROSSED WIiH JOINTS EOUIDISTANT FROM THE SEWER
VERIFlCATION. WHICH MAY BE PERFORMED BY THE UTILITV COMPANYS FORCES ANO ANY FEES WHICH ARE TO OR DRAIN.
5.3. WHEN REpUIREO BY THE CRY Oi CARMEL, THE CONTRACTOR SHALL OBTAIN SPECIMENS OF BE PAID TO RiE UTILRY COMPANY FOR hiEIR SERNCES. THE CONIRACTOR IS RESPONSIBLE FOR �8.1 BOTH THE WATERMAINS AN� SEWER SHALL BE WNS1RUClED lN1H PIPE EQUIVALENT TO
1HE iULL DEPiH BRUMINOUS CONCRETE PAVEMENT STRUCIURE WiH A CORE DRILL WHERE PAYING ALL FEES AND CHARGES. WAiERMAIN STANDAR�S OF CONSiRUCTION WHEN:
DIRECIED IN ORDER TO WNiIRM THE PLAN THICKNE55. DEFIQENQES IN THICKNE55 SHALL BE STORM SEWER NOTES 8. THE CONTRACTOR SHALL USE �UE CARE IN HAULING �EBRIS FROM SITE TO ENSURE THE SAFETV
ADJUSIED FOR BY THE MEiHOD REp01RE� BY INDOT STANDARDS. OF THE PUBLIC. 10.3.1. IT IS IMPOSSIBLE TO 09TAIN lHE PROPER VERPCAL SEPARAlION, AS DESCRIBED IN (1)
ABOVE:
5.4. FINAL ACCEPTANCE OF 1HE TOTAL PAVEMENT INSTALLAPON SHALL BE SUBJECT TO 1HE �, STORM SEWER PIPE: ALL STORM SEWER PIPE SHALL 6E RCP, UNLE55 OTHERWISE NOIED ON hiE 9� DAMAGE TO ALL EXISIING CONDIPONS TO REMAIN WILL BE REPLACED AT C�NIRACTOR'S EXPENSE.
IESPNG AN� CHECKING REQUIREMENTS CITEO ABOVE. PLANS,IN ACCORDANCE WITH THE FOLLOWING: 10.3.2. OR lHE WATERMAIN PASSES UNDER A SEWER OR DRAIN.
10. CONTRACTOR SHALL LIMIT ALL �EMOLIPON ACTINIIES TO 1HOSE AREAS OELINEAIED ON 1HE
5.5. ALL MATERIAL AND CONSIRUCPON SHALL WNFORM TO CARMEL CODE. WHEN CONFLICIS pLAN CODE MATERIAL CONSTRUCTON DRAWINGS ONLE55 �THERYASE DIRECTE� BY RiE CONSTRUCTON MANAGER. 18.4. A VERIICAL SEPARATION OF EIGHiEEN (18) INCHES BETWEEN iHE INVERT OF 1HE SEWER OR
ARISE 9ElWEEN CARMEL COOE, AND GENERAL NOTES, 1HE MORE STRINGENT SHALL TAKE DRAIN AN� iHE CROWN OF THE WATERMAIN SHALL BE MAINTAINED WHERE A WAiERMAIN
12"-6fi" RCP REMFORCED CONCREIE PIPE (ASiM C-Jfi) fl. CONTRACTOR IS RESPONSIBLE FOR CONiROLLING AIR60RNE DUST AND POLLUTANTS BT USWG
PRECEDENCE < 12" PVC SDR-E5, AS1M D-3034 CROSSES UNDER A SEWER. SUPPORT THE SEWER OR �RAIN LINES TO PREVENT SETiLING AND
REFER TO PL1N5 FOR PIPE 92E5. WATER SPRINKIJNG OR OTHER SUITABLE MEANS OG CONTROL BREAKING lHE WATERMAIN.
12. CONTRACTOR TO USE CARE IN HANDUNG OEBR6 PROM SIIE TO ENSURE THE SAFETY OF 1HE �B.S WNSTRUCTION SHALL EXIEND ON EACH SIDE OF 1HE CROSSING UNPL 1HE NORMAL DISTANCE
FOR PIPE SIZES 12' TO 54" W1hi COVER 6ETN£EN 1'-3', USE SEWER CLA55 III CONCREIE PIPE. pUBLIG HAUL ROViE TO BE CLOSELV MONITORE� FOR �EBRIS OR MATERIALS 1RACKE� ONTO
SIGNING AND PAVEMENT MARKING NOTES FOR COVER GREATER TiAN 3' BUT LESS TiAN 9', USE CLA55 II CONCREIE PIPE FOR COVER FROM THE WAIERMAIN TO lHE SEKER OR DRAIN LINE IS AT LEAST lEN Q�) FEET.
BETWEEN 9'-13', OSE CLA55 III CONCREIE PIPE FOR PIPE SIZES GREAIER hiAN 54' WIh1 AOJOINING ROADWAYS, ETC. ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR AS
NECESSARY TO MAIMAIN PUBLIC SAFETV. 19. ALL WATERMAINS SHALL BE PRESSURE-TESTED FOR A MIN. OF 2 HOURS AT 150 P51 FLUSHED
COVER BETWEEN 1'-9', USE CLA55 II CONCREIE PIPE FOR COVER GREAIER hiAN 9' BUT LE55 AND �ISINFECIED IN ACCOR�ANCE W1iH AWWA AND CARMEL SPEQFlCATIONS EACH VALVE
ALL SIGNING AND PAVEAfENT MARKING SHALL BE IN ACCORDANCE WITH RIE MANUAL ON UNIFORM THAN 13', OSE CL155 III C�NCRETE PIPE. 13. DEWAIERING SHOUL� BE ANIICIPATED AN� INCLO�ED. �EWAIERING SHALL BE DONE IN
1RAGRC CONIROL OENCES (MUTCD) AND 1HE INDIANA OEPARIMENT OG 1RANSPORTATION QNDOT) SECTION SHALL 9E PRESSURE-lESIED FOR A MINIMUM OF ONE (1) HOUR. AT NO TIME IS THERE
STANDARDA 2. 6AND-SEAL OR SIMILAR COUPIJNG SHALL 6E USED WHEN JOINING STORM SEWER PIPES OF ACCOROANCE W1iH LOCAL AN� REGIONAL REQUIREMENTS. TO BE ANV VISIBLE LEAKAGE iROM lHE MAIN.
. SIGNS: SIGNS SHALL BE CONS1RUClED OF 0.080-INCH RIICK FLAT ALUMINUM PANELS WIIH oissiuiva Mn�eia�s. EROSION CONTROL NOTES 20. IDEM WAIERMAIN NOiES
REFLECTORRED LECEND ON 1HE FACE. LEGENO SHALL BE IN ACCORDANCE W11H 1HE MUTCD. 3. ALL FOOTING DRAIN OISCHARGE PIPES AND DOWN SPOOTS SHALL DISCHARGE i0 hiE STORM
SEWER SYSIEM. 1. CONSTROCTON ENTRANCE SHALL BE LOCAIED 50 AS TO PROVIDE 1HE LEAST AMOUNT OF ��'�' ALL WAIERLINES SHALL BE AWWA APPROOED.
. POSTS: SIGN POSTS SHALL BE NEW GALVANRED SIEEL PIPE IN ACCORDANCE w11H AS1M A 53
OR ASiM F 1083. USE STANDARO WEIGHT, SCHEDULE 40 PIPE PER 1HE INDOT STANDARDS. 4. CONSTRUCTON� ALL STORM SEWERS ARE TO BE CONSTRUCIED USING A LASER INSIRUMENT TO DISIDRBANCE TO iHE ROW OF 1RAFFlC IN AND OUT OF 1HE SITE. ADOIPONALLV. CONSTRUCPON 202. iHE NORMAL WORKING PRESSURE IN 1HE WAIERLINES INLL NOT BE LESS 1HAN 35 P51.
MAINTAM LME AND GRADE ENTRANCE SHALL BE LOCAIED TO COINCIDE WITH THE PHASING OF T1E PAVEMENT REPLACEMENT.
. SIGNS ANO POSTS SHALL BE INSTALLEO IN ACCORDANCE WITH INDOT STANDARDS. 20.3. IN�IVIOUAL BOOSTER PUMPS WILL NOT BE ALLOWED FOR ANY INOIVIOUAL SERWCE.
2. POST CONSIRUCTION STORM WATER POLw¶ON CONIROL MEASURES INCLUDE STABILIZArON BV
5. COVER: THE CONIRACT�R SHALL MAINTAIN AT LEAST TW� (2) FEET OF COVER ObER THE TOP �F pERMANENT PANNG, ORAINAGE SYSIEM STRUCNRE, OR LANOSCAPING. 20.4. ALL FIRE HYDRANTS SHALL BE AWWA APPROVED.
. PAVEMENT MARKINGS: ALL PAVEMENT MARHINCS IN RIE ROADWAY LIMITS, SUCH AS STOP LMES, SHALLOW PIPES AT ALL TMES OURWG CONSTRUCTON. hiE WNiRACTOR SHALL MOUND �VER
CENTERLINES. CROSSWALKS, AND DIRECTIONAL ARROY5. SHALL BE REFLECTORRED ANV PIPES hiAT HAVE LE55 THAN TWO (2) FEET OF CObER OORWG CONSTRUCTON UNTIL hiE 3. TEMPORARY ANO PERMANENT STABILIZATION PRACTCES AN� BMP'S SHALL BE INSTALLED AT THE
1HERMOPLASIIC HOT ROLLED INiO PAVEMENT OR PAINT PER INDOT STANOARDS. AREA IS FlNAL GRADEO OR PAVED.
EARLIESi POSSIBLE TIA1E DORING TVE CONSTROCTON SEQUENCE. AS AN EXAMPLE, PERIMEIER
. PAVEMENT MARKINGS ON BME PAlHS, PARKING LOT STALLS, AND SIMILAR "LOW-WEAR" 6. SIRUCTURES: MANHOLE, CAiCH 6ASIN, AND MLEi BOTTOMS SHALL BE PRECASi CONCRETE SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANV GRADING ACPVITIES. OIHER
APPLICATIONS, SHALL BE PAINT IN ACCORDANCE W11H INDOT STANDARDS. SEC110NAL UNITS OR MONOLIhiIC CONCRETE. MANHOLES AND CATCH BASINS SHALL BE A BMP'S SHALL BE INSTALLE� AS SOON AS PRACTICABLE AN� SHALL BE MAINTAINE� UNTIL FINAL
MINIMUM OF FOUR (4) FEET IN DIAMEIER UNLE55 OTHERNISE SPECIFlED ON TIE PLANS. SITE STABIIJZATION IS ATTAMED. CONTRACTOR SHALL AL50 REFERENCE CML AND LANDSCAPE
. COLOR x1DTH SiYLE AND SRE OF ALL MARKWGS SHALL BE IN ACCORDANCE YnIN lNE MUTCD
SIRUCTURE JOINTS SHALL BE SEALED WIh1 '0' RWG OR BUTYL ROPE. A MA%IMUM OF T4ELVE pLANS SINCE PERAfANENT STABILIZATON IS PRONDED BV LANDSCAPING. THE BUILDING(5). ANO
AND CARAfEL CODE. (12) INCHES OF ADJUSTNG RWGS SHALL BE USED. SITE PAVING.
. 1HERMOPLASIIC MARKWGS SHALL BE INSTALLED WHEN THE PAVEMENT IEMPERAIURE IS 55 ]. A CONCREIE 9ENCH TO OIRECT FLOWS SHALL 6E CONSTRUCIED IN THE BOTiOM OF ALL MLETS 4. BMP'S HAVE BEEN LOCAiED AS INOICAIE� IN 1HESE PLANS IN ACCORDANCE WITH GENERALLY WARNING: CONTRACTOR TO
DEGREES FAHRENHEIT AND RISING. PAINT MARKWGS MAY BE INSTALLED WHEN THE AIR AND MANHOLES.
IENPERANRE IS 50 DEGREES FAHRENHEIT ANO RISING. ACCEPTE� ENGWEERING PRACTCES IN OROER TO MINIWZE SE�IMENT TRANSFER. FOR EXAMPLE:
8. TIE FRAME, GRATE, AND/OR CLOSED LID SHALL BE CAST IRON OF hiE STriE SHOWN �N THE SILT GENCES LOCATED AT TOE OF SLOPE AND INLET PROIECT10N FOR INLETS RECEIVWG VERIFY PRESENCE AND EXACT
PLANS. SEDIMENT FROM SIIE RUN-0FF LOCATION OF ALL UTILITIES
9. CLEANING: TIE STORM SEWER SVSTEM SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL PRIOR TO CONSTRUCTION.
INSPECiION ANO TESTING.
10. MANHOLES, CATCH BASINS, MLETS, FRAMES, GRAlES, AND OTIER SiROCTURES SHALL BE
CONSTRUCIED OF THE TTPE, SME, AND SIZE AS SET FORTH N1Ti TiE ORDINANCES AND
STANOARDS OF TiE CITV OF CARMEL.
11. ALL MAIERIAL AND CONS1RUCilON SHALL CONFORM TO CARMEL CODE. WHEN CONFIJCTS ARISE
6ETWEEN MUNICIPAL CODE ANO GENERAL NOlES, hiE MORE SIRINGENT SHALL iAKE PRECEDENCE.
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ORIGINAL ISSUE:
KHA PROJECT N0.
170110000
SHEET NUMBER
C1.0
