HomeMy WebLinkAbout[1] 2017.02968.CE.C003.SPECS-C003EARTHWORK:
A. GENERAL
1. EARTHWORK INCW�ES CLEARING GRUBBING, SUBGRAOE PREPARATON, REMOVAL OF iREES FND VEGEThIIqJ
QNCLUDING SNMPS), PROIECTION OF iREES TO REMAIN, STRIPPING ANO STORAGE OF TOP5014 FILL COMPAClION
ANO ROUGH GRADMG OF ENTIRE SIIE AS INDICAlEO ON DRAWINGS.
2. THE CONTRACTOR SHALL NOTIFY ENGINEER IN NRITING OF ANY CHANGES. ERRORS, OR OMISSIONS FOUND ON THE
PLANS OR IN THE FIELD. BEFORE WORK IS STARTED OR RESUME�.
3. CONTRACTOR SHALL PROVIDE AND PLACE ANY ADDITONAL FILL MhIERIAL FROM OFF THE SITE AS MAY BE
NECESSARV TO PRODUCE iHE GRADES REOUIRED AS SHOWN ON iHE DRAWINGS. FILL OBTAMED FROM OFF 91E
MUST BE SUITABLE SOIL AS DEFINED IN iHE SPEQFICATIXJS OR AS OIHERWISE APPROVED BY OWNER.
4. 1HE CONTRACTOft SHALL ACCEPT 1HE SIIE IN ITS CURRENT STATE AND SHALL REMOVE ALL TRASH. RUBBISH,
AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION.
5. EXCEPT FOR SiRIPPED TOPSOIL AND Oh1ER MAIERIALS INDICAIED TO BE STOCKPILED OR OTHERVASE REMAIN
OWNER'S PROPERTY, CLEARED NATERIALS SHALL BECOME CONiRACTOR'S PROPERTY AND SHALL BE RENOVEO
FROM PROJECT SIIE.
6. DO NOT CLOSE OR OBSTRUCT STREETS. WALKS. DRIVES, FACILITIES. ETC. VATHOUT ONNER PERMISSION OR
NUIHORITY HAVING JURIS�ICIION.
J. ALL EROSION CONiROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING EARTHWORK AND CLEARING
OPERATIONS. EROSION CONiROL MEASURES SHWLD BE PROTECIED AND MAINTAMED THROUGHOUT CONSTRUCTON.
8. CONTRACTOR SHALL CAftENLLY MAINTAIN ALL BENCHMAftKS. MONUMENTS. AND OTHER REFERENCE POINTS. IF
DISNRBED. CONBACTOR SHALL ENGAGE LICENSE� LAND SURVEY FOR REPLACEMENT OF REFERENCE POINTS.
9. KHERE iHESE SPEQFICAlI0N5 CONFLICT W1TH Cltt STANDARDS, h1E STANOARDS OF THE JURIWICTON HANNG
AUIHORITY SHALL PREVAIL.
B. MATERIALS
1. CONTRACTOR TO PRON�E BORROW SOIL MATERIALS WHEN SUFFlCIENT SATISFACTORY SOIL MATERIALS ARE NOT
NVAILABLE FROM EXCHVATONS.
2. SAiISFACTORY (OR SUITABLE) SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, ANO SM ACCOROING TO
ASTM D248], OR A COMBINATION OF THESE GROUPS; FREE OF ROCN OR GRAOEL LARGER hiAN 3 INCHES IN ANY
DIMENSION, DEBRIS, WASTE. FROZEN MATERIALS, VEGETATION AND OTHER DELElERI0U5 MATERIAL
3. UNSATSFACTORY (OR ONSUITABLE) SOILS: SOIL CLhSSIFICATON GROUPS GQ SQ CL, ML, OL, CH, MH, OH, AND
PT ACCORDING TO ASiM D 248], OR A COMBINATON OF THESE GROUPS. UNSATISFACTORY SOILS AL50 INCWDES
SATISFACTORY SOILS NOT MAINTAWED WIIHIN 2 PERCENT OF OPTMUM MOISNRE CONIENT AT TIME OF
COMPACTON.
G EXECUl10N
1. CONiRACTOR SHhLL LOChIE, IOENTFY, DISCONNECT, AND SEAL OR CAP UTLIPES INDICAIED TO 6E REMOVED OR
ABANDONED IN PLACE. DO NOT INIERRUPT UTLITIES SERNNG FAQLITIES OCCUPIED BY OWNER UNLE55 PERMISSION
IS GRANIED. NOTFY OWNER AT LEAST PNO DAYS IN ADVANCE OF PROPOSED UTLITY INTERRUPTIONS.
2. REMOVE OBSTRUC➢ONS, TREES. SHRUBS. AND OTHER VEGETATION NS REOUIRED FOR NEW CONSTRUCTION. STRIP
TOPSOIL TO �EP1H AS REOUIRED IN iHE FIELD TO PREbENT INIERMINGLING `MiH UNDERLYING SUBSOIL OR O1HER
WASIE MAIERIALS. STOCKPILE TOPSOIL AWAV FROM EXCAVATONS K1IHOUT INTERMIXING VATH SUBSOIL AND GRADE
STOCKPILES TO DRAM SURFACE WATER.
3. REMOVE E%ISTNG ABOVE AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND NECESSARY TO FAQIJTAIE NEW
CONSTRUC➢ON.
4. PROIECT SUBGRADES ANp FOUNDAl10N SqLS FROM FREEZING lEA1PERATURES, FROST. HNp PONDING WAIER.
5. EXCAVAIE TO INDICAIED ELEVATIONS AND DIMENSIONS FOR ALL STRUCNRES, WALKS, PAVEMENTS, AND UTLITY
iRENCHES.
6. CONTRACTOR SHALL NRNISH AND OPERATE ALL DEWATERING MEASURES RE�UIRED TO FAQLITAiE NEW
CONSIRUCTION ANo IN ACCOR�ANCE R1TH ALL LOCAL STAIE, AND FEDERAL REGULAl10N5.
6. PROOF ROLL SUBGRADE BELOW BWLDING PAVEMENTS VATH A PNEUMATIC-TIRED OUMP iRUCK TO IDENiIFV SOFT
POCKETS AND AREAS OF EXCE55 tlELDING. DO NOT PROOF ROLL WET OR SATURATE� SUBGRADES. RECONSiRUCT
SUBGRADES OAMAGEO BY FREEZING IEMPERATURES, FROST, RAIN, ACCUMULATEO WATER, OR CONSTRUCiION
ACTIVITIES AS DIRECTED BV ENGWEER OR OWNER REPRESENTATIVE, WITHOUT ADDITIONAL COMPENSATION.
Z BACNFlLL ALL UPLITV TRENCHES BENEAIH PAVEMENT (ANO VATHIN 5') NiTH GRANULAR MATERIAL.
8. SOIL FlLL USE SATSFACTORV SOIL MATERIAL UNDER ALL WALKS, PAVENENTS, STEPS, RAMPS, BUILDING SLABS,
FOOTNGS, AND FOUNDATONS.
9. UWFORMLY MOISTEN OR AERAiE SUBGRADE AND EACH SUBSEpUENT FILL OR BACKRLL SOIL LAYER BEFORE
COMPACTIDN TO �411HM 2 PERCENT OF OPIIMUM MOISNRE CONiENT. DO NOT PLACE BACKFILL OR FILL SqL
MATERIAL ON SURFACES 1HAT ARE MII��V, FROZEN, OR CONTNM FROST OR ICE. REMOVE ANp REFLACE. OR
SCARIFV AND NR DRY, OTHER'MSE SAPSFACTORY SOIL MAiERIAL THAT EXCEEDS OPTMUM MOISNRE CONIENT BY
2 PERCENT AND IS T00 WET TO COMPACT TO SPEqFlED UNIT WEIGHT.
10. COMPACTION OF SOIL BACKFlLLS AND FILLS ARE TO BE IN ACCOROANCE WITH GEOTECHNICAL RECOMMENDATIONS.
WHERE NO GEOIECHNICAL REPORT EXISTS, COMPACT ALL FILL MATERIAL BELOW SiRUCNRES. PAVEMENTS. WALKS.
11TILITV iRENCHES AND SIEPS (AND `M1HIN 5 FEET OF $AID AREAS) TO 95 PERCENT OF R1E MAXIMUM �RY UNIT
WEIGHT ACCORDING TO ASiM D-159 (MODIFIED PROCTOR DENSITI'). COMPACT ALL FlLL MAIERIALS BELOW NRF
OR UNPAVED AREAS TO 85 PERCENT OF THE MAXIMUM DRY UNIT NEIGHT ACCORDING TO ASiM D-155] (MODIFIED
PROCTOR DENSITI�. ALL FlLL MAIERIALS TO BE COMPACTEO IN MAXIMUM B-INCH LIRS.
11. SIIE ROUGH GRADING. SLOPE GRApES TO DIRECT WATER AWAY FROM BUILDINGS RND TO PREVENT PONDING.
FlNISH $OBGRNDES TO RE�UIRED ELEVATIONS YATHIN THE FOLLOYANG TOLERANCES:
. TIIRF OR UNPAVED AREAS: PWS OR MINUS 1 MCH
ii. WALNS: PLUS OR MINUS I/2 INCH.
iii. PAVEMENTS: PLUS OR MINUS 1/2 INCH
iv. INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF � INCH WHEN TESIED VATH A 10-FOOT
STRRIGHTEDGE.
12. pUALItt CONIROL OUALIFIEO GEOTECHNICAL ENGINEER TO BE ENGhGED AS TESTNG AGENCY AS DIRECIED BY
OWNER.
13. REPAIR AND REESTABLISH GRADES TO SPEQFIED TOLERANCES WHERE COMPLETED OR PARTIALLV COMPLETED
SURFACES BECOME EftODED, RUTIED. SETTLED. OR WHERE 1HEV LOSE COMPAClION DUE TO SUBSEQUENT
CONSTRUCTION OPERATIONS OR WERTHER
STORM SEWER:
A. GENERAL
1. STORM SEWER INCWDES ALL PIPES, FlTfINGS, NANHOLES, CLEANOUTS, iRAN51TON COUPLINGS, CATCH BASINS,
INLETS, END SECTONS, AND OUILETS.
2. THE CONTRACTOR SHALL NOTIFY ENGMEER IN NRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE
PLANS OR IN lHE FlELD. BEFORE WORK IS STARTED OR RESUMED.
3. CONiRACTOR SHALL LOCAIE, IDENTFY, DISCONNECT, AND SEAL OR CAG UTLITIES INDICAIED TO BE REAIObED OR
ABANDONED IN PLACE. DO NOT INiERRUPT UTLITIES SERNNG FAQLITIES OCCUPIED BY OWNER UNLE55 PERMISSION
IS GRANTED. NOTFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED UTLITY MIERRUPTIONS.
1-1�:D1 PiNFY
1. PE PIPE AND FITIINGS: PE DRAINAGE PIPE AND FITIINGS NP 1 TO NPS 10, AASHTO M 252A1. TYPE S, 'MTH
SMOOTH WAIERWAV FOR COUPLING JOINTS. PE DRAINAGE PIPE AND RTiINGS NGS 12 TO NPS 60, AASHTO M
294M, TME 5, WI1H 5lAOO1H WATERWAY FOR COUPLING JOINTS.
2. PVC PIPE AND FITTINGS: PIPE: ASTM F 949, PVC, OR ASTM 0-3034, F-1336, F-6]9, CORRUGATED PIPE VATH
BELL AND SPIGOT ENDS FOR GASKETED JOINTS FlTTINGS: ASTM 949, PVC MOLDED OR FABRICATED, SOCKET TYPE.
GASKEiS: ASTA1 F 4]�. ELASTOMERIC SEALS.
3. CONCRETE PIPE AND FITTINGS: REINFORCED CONCREIE SEWER PIPE AND Fl1TNG5 MEETNG ASRA C]6 'MiH BELL
AND SPIGOT ENDS AN� GASKETED JOINTS WI1H ASTM C 443 RUBBER GASKETS. PIPE TO BE CLA55 III UNLE55
OTHERWISE INDICATED ON PLANS.
4. COMPLY WITH ASTM C 11]3, ELASTOMERIC SLEEVE-TYPE REDUCING OR TRANSITION COUPLING, FOR JOINTING
UNDERGROUND NON-PRESSURE PIPING. INCLU�E END$ OF SAME $IZE$ AS PIPING TO BE JOINED. AN�
CORftOSION-RESISTANT METHL TENSION BAND AND TIGHIENING MECHANISM ON EACH END.
5. CLEANOUTS: CAST IRON CLEANOUTS: ASME A112.362M ROUND, GRAY-IRON HOUSMG NiTH CLAMPING DEVICE AND
ROUND, SECURED, SCORIATED, GRAY-IRON COVER. HEAW OUtt TOP LOAOING IS REOUIRED. PLASTIC CLEANOUTS:
PVC BODY 'Mhi PVC THREADED PLUG.
6. �AANHOLES AN� CATCH BASINS: STAN�AR� REMFORCE� PRECAST WNCRETE MANHOLES MEETING ASIM G 4�8.
MINIMUM 48-INCH �IAMETER UNLESS ORIERNISE IN�ICHIE�. BASE SECPON TO 9E MINIMUM 6-INCH 1HICKNESS
AND 4-INCH iHICKNE55 FOR WALLS AND BASE R6ER SECTION. REINFORCED CONCRETE GRADE RINGS, 6-9 MCH
TOTAL iHICKNE55, TO MATCH OIAMETER OF MANHOLE FRAME AND COVER. MANHOLE FRAMES AND COOERS AS
INDICATED ON DRAWINGS. PIPE CONNECTORS SHOULO BE PROVIOED TO MEET ASTM C293, RESILIENT, OF SIZE
REDUIRED, FOR EACM PIPE CONNECTING TO THE BASE SECTION.
]. CONCRETE: CAST-IN-PLHCE CONCREiE ACCOR�ING TO ACI 318 AN� ACI 350/350R RND IN RCCOR�ANCE WI1H
iHE FOLLOWINC:
i. CEMENT: ASTM C 150, 1YPE III
il. FlNE AGGREGATE: ASTM C 33, SAND
ill. COARSE AGGREGAIE: ASTM C 33, CRUSHED GRAVEL
iv. WATER: POTABLE
a
8. PORiLAND CEMENT DE9GN MIX: 4,000 P51 MINIMUM 'MTH QLS MhXIMUM WAIER/CEMENTIOUS MAIERIALS RATO.
REINFORqNG FABRIC TO MEET ASiM A 185/A 185M, STEEL, WELDED VARE FABRIQ PLAIN. REINFORCWG BARS TO
..__' "_' ' """ ,. _._.. _"__ "_ ____RMED STEEL.
RELEA5E0 FOR CONSTRIICTI�N V INVERT SLOPE OF 2 PERCENT 1HROUGH T1E MANHOLE AND
INTO CHANNEL.
Su6ject�o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalMf �'
DATE: 08�24�20
[NaFi�l.[H��1_Fi9:W;'ut�1.41:LPliC[H-yl
INDICATED ON DRANiNGS.
AVERAGE RIP-RAP SIZE
G EXECUTON
1. INSTALL PIPING BEGINNING AT LOW PqNT, iRUE TO GRADES AND ALIGNMENT INDICATED W1TH UNBROKEN
CONTINUITY OG INYERT. PLACE BELL ENDS OF PIPING FACING UPSTREAM. INSTALL GASKETS. SEALS. SLEEVES,
AND OIHER COUPLINGS ACCOR�ING TO MANOFACIDRERS WRITIEN INSTRUClIONS.
2. RHEN MSTALLING PIPE UNOER SIREETS OR OTHER OBSIRUCTONS THAT CANNOT BE DISIDRBED, USE
PIPE-JACKING PROCE55 OF MICRO-iUNNELMG.
3. INSTALL PIPING PITCHED DOWN IN DIRECTION OF ROW. INSTALL PE CORRUGATED SENER PIPING IN ACCORDANCE
WITH ASTM � 2231. INSTALL PVC PIPING ACCORDING TO ASTM D 2321 AND ASTM F 1668. INSTALL REMFORCED
CONCREIE SEWER PIPING IN ACCORDANCE VATH AS1M C 14J9 AND ACPA'S �WNCRETE PIPE INSTALLAlION
MANUAL."
4. PIPE JOINT CONSiRUCTIIXJ: JOIN CORRUGAIED PE PIPE ACCOROING TO ASiM D 3212 FOR PUSH ON JOINTS. JOIN
PVC CORRUGATEO SENER PIPING IN ACCORDANCE 'M1H ASiM � 2321 FOR ELASTOMERIC-SEAL JOINTS. JOIN
REINFORCE� WNCRETE PIPE ACCORDINC TO ACPA'S "CONCREIE PIPE INSTALLATION MANIIAL� FOR
RUBBER-GASKETE� JOINTS. JON �ISSIMILAR GIGE MAIERIALS YATH NON-GRESSURE TVPE FLE%IBLE COOPLINGS.
5. CONTRACTOR TO INSPECT INiERIOR OF PIPING AND MANHOLES FOR DEFECTS. DEFECTS REpUIRING CORRECTON
INCLUDE iHE FOLLORING:
i. ALIGNMENT: LESS THAN PUIL DIAAIETER OF INSIDE OF PIPE IS NSIBLE BEMEEN STRUClURES.
u. �EFLECPOM FLEXI6LE PIPING YATI �EFLECTION THAT PREbENTS PASSAGE OF BALL OR CYLINDER OF SRE
NOT LE55 THAN 925 PERCENT OF PIPING OIAMETER.
i. �AMAGE: CRUSHE�, 9ROKEN, CRHCKE�, OR OIHERRISE DAMAGED PIGING.
v. INFILiRATION: WATER LEAKAGE INTO PIPING.
v. E%FILTRAiION: WAiER LEAKAGE FROM OR AROUNO PIPWG
REPLACE DEFEC➢OE PIPING USING NEW MATERIALS. AND REPEAT INSPECTION UNTIL OEFECTS ARE 'MiHIN
ALLOWANCES SPECIGIE�.
6. IEST NEW PIPING SVSTEMS, AN� PARiS OF EXISiING SYSTEMS THAT HAVE BEEN NLIERED, EXIENDE�, REPAIRE�,
FOR LEAKS AN� �EFECTS FOR GRAVITY FLOW STORM �RAINAGE PIPING: iEST ACCORDMG TO REOUIREMENTS OF
AUIHORITIES HAVING JURISDICTON, UNI-B-6, AND iHE FOLLOWING:
EXCEPTION: PIPING VATH SOILTGHT JOINTS UNLE55 REQUIRED BY AUIHORITES HAVING JURISDICTON.
OPTION: TEST PLASTIC PIPINC ACCORDING TO ASiM F 161]
m. OPTION: TEST CONCRETE PIPING ACCORDING TO AS1M C 924
J. SUBMIT TESTNG REPORTS AS REOIIIRE� BV OWNER OR AUIHORITY HAVING JURISOICTON.
ASPHALT PAVING:
A. GENERHL
1. THE CONTRACTOR SHALL NOTFY ENGWEER IN NRITNG OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON T1E
PLANS OR IN hiE FIELD, BEFORE WORN IS STARTEO OR RESUMED.
2. USE MATERIALS AND GRADATIONS THAT HAVE PERFORMED SATISFACTORILY IN PREIAOUS INSTALLAlI0N5.
6. PRODUCTS
1. AGGREGATES
i. COURSE AGGREGAIE: ASTM D 692/D92M, SOUND; ANGULAR CftUSHED STONE,
CRUSHED GftAVEL. OR CURED. CRUSHED BLAST-FURNANCE SLAG.
u. FlNE AGGREGATE: AS1M � 10J3 OR AASHTO M 29, SHARP-EDCED NAIDRAL SAND OR SAND PREPARED
FROM STONE, GRAVEL, CURE� 9LAST-FURNANCE SLAG, OR COM6INATIONS THEREOF.
a. FOR HOT-MIX ASPHALT, LIMIT NATURAL SAN� TO A MAXIMUM OF 20 PERCENT BY KEIGHT OF
THE TOTAL AGGREGAIE MA55.
ili. MMERAL FlLLER: ASiM D 242 OR AASHTO M 1], ROCK OR SLAG DUST, HYDRAULIC CEMENT, OR OTHER
INERT MATERIAL.
2. ASPHALT AIATERIALS
ASGHALT 91N�ER: AASHTO M 320, PG 64-22 (OR AS OTHER'MSE RECOMMEN�ED BY INOOT STAN�AROS)
ASGHALT CEMENT: GER INDOT STANDARDS
Iii. CUTBACK PRIME COAT: PER INDOT STANDARDS
iv. EMULSIFlED ASPHALT PRIME COAT: PER INDOT STANDARDS
v. TACK COAT: PER INDOT STANDARDS
WATER: POTABLE.
vn. UNOERSENIJNG ASPHALT: ASiM � 3141; POMPING CONSISTENCY.
3. AUXILIARY MAIERIALS
i. RECVCLEO MATERIALS FOR HOT-MI% ASPHALT MIXES: RECLAIMED ASPHALT PAOEMENT; RECLAIMED,
UNBOUND AGGREGAIE BASE MATERIAL; AND RECVCLED ASPMALT SHINGLES FROM SOURCES AND
GRA�Al10N5 1HAT HAVE PERFORME� SAlISFACTORILY IN PRENOUS INSTALLATION$ Eql1AL TO
PERFORMANCE OF RE�WRE� HOT-MIX ASPHALT PANNG PRO�l10E� FROM ALL NEW MAiERIALS.
u. HERBICI�E: COMMERQAL CHEMICAL FOR WEE� CONTROL, REGISiERE� BV THE EPA, AN� NOT CLASSIFIE�
AS "RESTRICTED USE' FOR LOCATONS AND CONDITIONS OF APPLICATION. PRONDE IN GRANULAR,
LIOUID, OR WETTABLE POWOER PORM.
ill. SAND: ASTM D 10�3 OR AASHTO M 29. GRA�E N0. 2 OR N0. 3.
4. MIXES
RECVCLE� WNiENT OF HOT-MIX ASPHALT: PER IN�OT STAN�AR�S
n. HOT-MIX ASPHALT: �ENSE-GRA�EO, HOT-LNI�, HOT-MIX ASPHNLT PLANT MIXES
APPROVED BY INDOT AND COMPLtlNG WIT1 THE FOLLOWING REQUIREMENTS:
a. PROVIDE MIXES WITi A HISTORY OF SATSFACTORY PERFORMANCE M GEOGRAPHICAL AREA
WHERE PROJECTIS LOCATED.
b. BASE COl1RSE 25.0 MM OR 19.0 MM (AS INDICATED ON ORANINGS)
a SURFACE COURSE: 9.SMM
[���YN91[P.1
1. EXAMINATION
i. VERIFV 1HAT SUBGRADE IS DRV AND IN SUITABLE CONDITION TO BEGIN PANNG.
u. PROOFROLL Sl1BGRA�E BELOW PAVEMENTS WITH HEAVV PNEUMATIC-TIRE� EOl11PMENT
TO I�ENIIFY SOFT POCKEIS AN� AREAS OF EXCE55 YIEL�ING. �0 NOT PROOF-ROLL WET OR
SANRAIE� SU9GRA�ES. PROOFROLL TO BE PERFORME� BV OUAIJFlEO GEOTECHNICAL ENGINEER.
o. COMPLEIELV PROOF-ROLL SUBGRADE IN ONE DIRECTON LIMIT OEHICLE SPEED
TO 3 MPH.
D. PROOF ROLL WITH A LOADED 10-WHEEL, TANDEM-A%LE DUMP TRUCK NEIGHING NOT LE55
THAN 15 TONS
u E%CAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND RREAS OF EXCESSIVE PUMPING OR
RUTIING, AS �EIERMINED BY ENGINEER, AND REPLACE `MiH COMPACIED BACHflLL OR FlLL AS
DIRECIED.
d. PROCEED VARi PAVING ONLY AFTER UNSATSFACTORY CONDITONS HAVE BEEN CORRECIED.
2. SURFACE PREPARATON
i. CENERAL IMMEDIAIELY BEFORE PLACING ASPHALT MAIERIALS. REMOVE LOOSE AND DELElERI0U5
MAIERIAL FROA1 SUBSIRAIE SURFACES. ENSURE iHAT PREFNRED SUBGRApE IS REApV TO RECEIVE
PAVING.
u. HERBICIDE iREA1MENT: APPLY HERBIqDE ACCORDING TO MANUFACNRER'S RECOMMENDED RAlES
AND NRITfEN APPLICATION MSTRUCTONS. APPLY TO DRY, PREPARED SUBGRAOE OR SURFACE OF
COMPACIED-AGGREGATE BASE BEFORE APPLYING PANNG MATERIALS.
a. MIX HERBICIDE W1TN PRIME COAT IF FORMULAIED BV MANUFACNRER FOR R1AT PURPOSE2
w. CUTBACK PRIME COAT: APPLY UNIFORMLY OVER SURFACE OF COMPACTEp UNBOUND-AGGREGAIE
BASE COORSE AT A RA1E OF 0.15 TO 0.50 GAL/Sp. Y�. APPLV ENOl1GH MNiERIAL TO GENEIRATE AND
SEAL, BUT NOT FLOO�, SURFACE. ALLOW PRIME COAT TO CURE.
a. IF PRIME COAT IS NOT ENTRELV ABSORBED VAIHIN 24 HOURS AFTER APPLICATON, SPREAD
SAND OVER SURFACE TO BLOT E%CE55 ASPHALT. USE ENWGH SAND TO PREVENT PICKUP
UNDER iRAFFlC. REMObE LOOSE SAND BY SWEEPING BEFORE PAVEMENT IS PLACEO AND AFTER
VOLAlILES HAVE EVqPORATED.
b. PROIECT PRIME� SI1BSiRA1E FROM DAMAGE I1NTL READY TO RECEIVE PANNG.
rv. TACK COAT: APPLY UNIFORNLY TO SURFACES OF EXISTNG PAVENENT AT A RATE OF 0.05 TO 0.15
GAL./50. 1D.
a. ALLOW TACN COAT TO WRE UNOISNRBED BEFORE APPLI1NG HOT-MIX ASPHALT PANNG.
b. AVOID SMEARING OR STAINING ADJOINING SUftFACES, APPURiENANCES, AND SURROUNDINCS.
REMOOE SPILLAGES AND 0.EAN AFFECIED SURFRCES.
3. PLACING HOT-MIX ASPHALT
i. MACHME PLACE HOT-MIX ASPHALT ON PREPARED SURFACE, SPREAD UNIFORMLY, AND STRIKE OFF.
PLACE ASPHALT MIX BY HAND IN AREAS INACCESSIBLE TO EpUIPMENT IN A MANNER iHAT
PREYENTS SEGREGATIIXJ OF MIX. PLACE EACH COURSE TO REOUIRED GRADE, CRO55 SECTION, AND
THICKNESS WHEN COMPACTEO.
o. PLACE NOT-MI% ASPHALT BASE COURSE IN NOMBER OF LIFT$ AND 1HICNNE$$E$ INDICATED.
b. PLACE HOT-MI% ASPHALT SURFACE COURSE IN SINGLE LIFT.
SPREAD MIX AT A MINIMUM TEMPERATURE OF 250 DEG F
d. BEGIN APPLYING MI% ALONG CENTERLME OF CROWN FOR CR014NED SECTONS AND ON HIGH
SIOE OF ONE-WAV SLOPES UNLE55 OTHERNISE INDICATED.
e. REGULATE PAVER MACHWE SPEED TO OBTAIN SMOOTH, WNTNUOUS SURFACE FREE OF PULLS
AND TEARS IN ASPHALT-PAVINC MAT.
ii. PLRCE PaNNG IN CONSECUTIVE S1RIP5 NOT LE55 1HAN 10 FEET `MDE UNLESS INFlLL EDGE SIRIPS
OF A LESSER W1�TH ARE RE�UIRE�.
a. AF1ER FIRST SiRIP HAS BEEN PLACED ANO ROLLEO, PLACE SUCCEEDING STRIPS AND EXIEND
ROLLING TO OVERLAP PRENOUS SiRIPS. OVERLAP MI% PLACEMENT ABOUT 1 TO 1-1/2
MCHES FROM STRIP TO STRIP TO ENSURE PROPER COMPACTON OF MI% ALONG LONGINDINAL
JOINTS.
b. COMPLETE A SEClION OF ASPHALT BASE COl1R5E BEFORE PLAQNG ASPHALT SURFACE
COURSE.
ni. PROMPTLV CORRECT SURFACE IRREGIILARIIIES IN PAVING COURSE BEHIND PAbER. OSE SUITABLE
HAND TOOLS TO REMOVE E%CE55 MAIERIAL FORMMG HIGH SPOTS. FILL DEPRESSIONS VATH HOT-MIX
ASPHALT TO PREOENT SEGREGATON OF MI%; USE SUITABLE HAND TOOLS TO SMOOIH SURFACE.
4. JOINTS
i. CONSIRUCT JOINTS TO ENSURE A CONTNUOUS BOND BETWEEN aDJOINING PnV1NG SEC➢ONS. CONSiRUCT
JOINTS FREE OF DEPRESSIONS, 'MTH SAME IEXTURE AND SMOOlHNESS AS O1HER SECTONS OF HOT-MIX
ASPHALT COURSE.
o. CLEAN CONTACT SURFACES AND APPLV TACK COAT TO JOINTS.
b. OFFSET LONGITUDINAL JOINTS, M SUCCESSIVE COURSES, A MINIMUM OF 6 INCHES
c. OFfSET 1RANSVERSE JOINTS, IN SUCCESSIVE COURSES, A MINIMUM OF 24 INCHES
tl. CONSTRUCT 1RANSVERSE JOINTS AT EACH POINT WHERE PAVER EN�S A DAY'S WORK AND
RESUMES W�RK AT A SUBSEOVENT PME WNSIRUCT THESE JOIN15 USING EIIHER "BULKHEAD�
OR 'PAPERED" METHOD ACCORDING TO AI MS-22, FOR BO1H "ENOING A LANE" AND
'RESUMPTION OF PANNG OPERATONS."
e. COMPACT JOINTS AS SOON AS HOT-MIX ASPHALT NiLL BEAR ROLLER WEIGHT
`MIHOUT EXCESSNE �ISPLACEMENT.
f. COMFnCT ASPHALT nT JOINT$ TO a DENSITY WI1HM 2 PERCENT OF $PECIFlED COURSE
DENSITV.
5. COMPACPON
i. GENERAL: BEGIN COMPACTION AS SOON AS PLACED HOT-MIX PANNG WILL BEAR ROLLER WEIGHT
'MIHOUT EXCESSIVE DISPLACEMENT. COMPACT HOT-MIX PAVING `MTH HOT. HAND TAMPERS OR YAIH
VIBRATORY-PLATE COMPACTORS IN ARERS INACCESSIBLE TO ROLLERS.
COMPLETE COMPACTION BEFORE MIX TEMPERAIDRE COOLS TO 195 �EG F
n. BRENK�OWN ROLLING: COMPLETE 9REAK�OWN OR INITIAL ROLLING IMME�IATELY AFTER ROLLING JOINTS
AND OUTSIOE EDGE. EXAMINE SURFACE IMME�IAiELV AFiER BREAKDOWN ROLLING FOR INDICAIED CROKN,
GRADE, AND SMOOTHNE55. CORRECT LAYDOWN AND ROLLING OPERATIONS TO COMPLY Ni1H
REOUIREMENTS.
ili. INTERMEDIATE ROLLING: BEGN INIERMEDIATE ROLLING IMMEDIATELV AFTER BREAKDOVM ftOLLING WHILE
HOT-MIX ASPHALT IS STILL HOT ENOUGH TO ACMEVE SPECIFlED �ENSITV. CONTINUE ROLLING UN➢L
HOT-MIX ASPHALT COURSE HAS BEEN UMPoRMLY COMPACIED TO 1HE FOLLOWING �ENSITV:
a. AYERAGE DENSItt: 96 �ERCENT OF REFERENCE LABORATORV �ENSIiY ACCORDING TO AS1M D
692] OR AASHTO T 245, BUT NOT LESS iHAN 94 PERCENT OR GREAiER iHAN 100 PERCENT.
b. AOERAGE DENSIN: 92 PERCENT OF REFERENCE MA%IMUM THEOREiICAL DENSITY ACCORDWG
TO ASTM D 2041, BUT NOT LE55 hiAN 90 PERCENT OR GREATER THAN 96 PERCENT.
le FlNISH ROLLING: RNISH ROLL PApED SUftFACES TO REMOVE ROLLER MARKS NHILE HOT-MIX ASPHALT IS
STILL WARM.
e E�GE SHAPING: WHILE SURFACE IS BEING COMPACIED AND FlNISHE�, TRIM E�GES OF PAYEMENT TO
PROPER ALIGNMENT. BEVEL EDGES NHILE ASPHALT IS STILL HOT; COMPACT h10R0UGHLY.
n. REPAIRS: REMOVE PAVED AREAS iHAT ARE DEFECTIOE OR CONTAMINATED WI1H FOREIGN MAIERIALS
AND REPLACE WITH FRESH, HOT-MIX ASPHALT. COMPACT BY ROLLING TO SPEQFIED OEN9N AND
SURFACE SMOOTHNE55.
viil. PROiECTION: AFTER FINAL ROLLING, DO NOT PERMIT VEHICIILAR 1RAFRC ON PAVEMENT UN➢L IT HAS
COOLE� AN� HAROENED.
viiiL ERECT BARRICA�ES TO PROIECT PANNG FROM 1RAFFIC UNTIL MIXNRE HHS COOLED ENOUGH NOT TO
BECOME MNRKE�.
6. MSTALLATION TOLERANCES
i. PAVEMENT THICKNE55: COMPACT EACH COURSE TO PRODUCE THE 1HICKNE55 INDICATED W11HIN THE
FOLLOYANG TOLERANCES:
o. BASE CWRSE: FLU$ OR MINUS 1/2 INCH
b. SURFACE COURSE: PWS 1/4 INCH NO MINUS.
n. PAVEMENT SURFACE SMOOTiNE55: COMPACT EACH COURSE TO PRODUCE A SURFACE SMOOhiNE55
`Mh11N iHE FOLLO'MNG TOLERANCES AS DETERMMED BY USING A 10-FOOT STRAIGHTEDGE APPLIED
TRANSVERSELV OR LONGINOINALLY TO PAVED AREAS:
o. BASE COl1RSE: 1/4 INCH
b. SURFACE COURSE: 1/8 INCH
a CROWNED SURFACES: lEST WIiH CROWNED TEMPLAIE CENIERED AND AT RIGHT ANGLE TO
CROWN. MA%IMUM ALLOWABLE VARIANCE FROM IEMPLATE IS 1/4 INCH
J. FIELO QUALITV CONIROL
i. lESPNG AGENCY: CONTRACTOR TO ENGAGE A QOALIFlW 1ES11NG RGENCY TO PERFORM lESlS AND
INSPECPONS.
n. TiICKNE55: IN-PLACE COMPACTED TiICKNE55 OF HOT-MIX ASPHALT COURSES `MLL BE DEIERMMED
ACCOROING TO ASRA D 3549.
ni. SURFACE SMOOTHNE55: FINISHED SURFACE OF EACH HOT-MIX ASPHALT COURSE YALL BE TESIED FOR
COMPLIANCE 'M1H SMOOIHNE55 TOLERANCES.
iv. IN-PLACE �ENSITV: TESPNG AGENCV WILL TANE SAMPLES OF ONCOMPACTED PANNG MIXNRES AND
COMPACIE� PAVEMENT ACCOR�ING TO AS1M � W9 OR AASHTO T 169.
a. REFERENCE MAXIMUM THEOREiICAL �ENSIIY VALL BE DEIERMWE� BY AVERAGING RESULTS
FROM FOUR SAMPLES OF HOT-MIX ASPHALT-PAVING MIXIURE DELIVERED DAILY TO SITE,
PREPARED ACCORDING TO ASTM D 2041, AND COMPACIED ACCORDWG TO JOB-MIX
SPEQFICATONS.
b. IN-PLACE DENSITY OF COMPACTEO PAbEMENT NiLL BE DETERMINED BY lESTING CORE SAMPLES
ACCOR�ING TO ASTM D 1188 OR ASTM D 2126.
v. ONE CORE SAMPLE WILL BE TAKEN FOR EVERY 1000 Sp. YD. OR LESS OF INSTNLLED PAVEMENT, lN1H
NO FEWER 1HAN THREE CORES TAKEN.
n. FIELD DENSItt OF IN-PLACE COMPACTED PAOEMENT MAV AL50 BE DEIERMINED BY NUCLEAR METiOD
ACCOROING TO ASiM D 2950 AND CORRELAIED Wlhi ASTA D 1188 OR ASiM D D26.
. REPLACE AND COMPACT HOT-MI% ASPHALT WHERE CORE TESTS WERE TAKEN.
vii. REMOYE AND REPLACE OR INSTALL ADDITIONAL HOT-MIX ASPHALT NHERE lEST RESULTS OR
MEASUREMENTS INDICATE THAT IT DOES NOT COMPLY INTH SPECIFIED REQUIREMENTS.
CONCRETE PAVING:
A. GENERAL
1. CONCREIE PANNG SECPON INCLU�ES �RIYEWAYS, ROA�WAYS, PARKING LOTS, CUR95 AN� GUTiERS, WALKS, AN�
CONCREiE APRONS.
2. ACTON SUBMITTALS
i. PRO�IICT �ATA FOR EACH iWE OF PRODUCT INDICATED.
n. OTHER ACTION Sl1BMITfALS
o. �ESIGN MIXIDRES: FOR EACH CONCREIE PHNNG AIIXNRE. INCWDE ALTERNAiE �ESIGN
MIXIDRES WHEN CHARACIERISTCS OF MAIERIALS PROJECT CONDITIONS, WEAIHER, TEST
RESULTS, OR OIHER qRCUMSTANCES WARRANT ADJUSiMENTS.
D. MAIERIAL TEST REPORTS FROM A QUALIFlED lESTING AGENCY INDICATNG AND INIERPRETNG
TEST RESUlTS POR COMPLIANCE OF iHE fOLLOVANG VA1H REQUIREMENTS INOICAIED, BASED
ON COAIPREHENSNE TESiING OF CURRENT MATERIALS.
3. QIIALITY ASSURNNCE
i. REA�Y-MIX-CONCRETE MANUFACIDRER OUALIFICAlI0N5: A RRM E%PERIENCED IN MANUFACNRING
READY-MIXED CONCRETE PRODUCTS AND iHAT COMPLIES N11H ASTA C 94/C 94M REQUIREMENTS FOR
PRODUCTION FAQLRIES AND EQUIPMENT.
ACI PUBLICAPONS: COMPLY N1TH ACI 301 (ACI 301M) UNLE55 OTHER`MSE INDICATED.
ni. HANDICAP STAN�AR�S: PROVI�E RAMPS INDICRIE� FOR HANDICAP ACCE55 IN RCCORDANCE W11H ANSI
A11] AND FEDERAL AMERICANS WIT1 DISABIIJTIES ACT (ADA).
b. MA%IMUM WATER-CEMENTIil0U5 MATERIALS RATIO AT POINT OF PLACEMENT: 0.45.
a SLUMP LIMIT: 5 INCHES (125 MM), PLUS OR MINUS 1 INCH (25 MM).
tl. AIR CONTENT: 6.5 PERCENT PWS OR MINUS 1.5 PERCENT.
n. CHEMICAL PDMIXIDRES: USE ApMIXTURES ACCORDING TO MANUFACTUftER'S NRITTEN INSTRUCTIONS.
]. CONCREIE MI%ING
i. READY-MIXED CONCREIE: NEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCREIE
ACCOROING TO ASTM C 94/C 94M. FURNISH BATCH CERTFICAlES FOR EACH BATCH DISCHARGED
AND USED IN THE WORN.
B. EXECUTON
1. E%AMINATION AND PREPARATION
i. PROOF-ROLL PREPARED SUBBASE SURFACE BELOW CONCRETE PANNG TO IDENTFY SOFT POCNETS
AND AREAS Of EXCESS tlELDING.
u. REMOYE LOOSE MATERIAL GROM COMPACTEO SUBBASE SURFACE IMMEDIATELY BEGORE PLACING
CONCRETE.
2 EDGE FORMS AND SCREEO CONSTRUCTON
i. SET, BRACE, ANO SECURE EDGE FORMS, BULKHEADS, AND INTERME�IAiE SCREED GUIDES TO
REOUIRED LINES, GRADES, AND ELEVATIONS. INSTALL FORMS TO ALLOW CONTINUOUS PROGRE55 OF
WOftK AND 50 FORMS CAN REMAIN IN PLACE AT LEAST 24 HOURS AFIER CONCREIE PLACEMENT.
u. CLEAN FORMS AFTER EACH USE AND COAT NiTH FORM-RELEASE AGENT TO ENSURE SEPARAiION
FROM CqJCREIE `MTHOIIT �AMAGE.
3. S1EEL REINFORCEMENT
i. GENERAL COMPLY VATH CRSPS "MANUAL OF STANDARD PRACTICE" FOR FABRICATNG, PLAqNG, AND
SUPPORTING REMFORCEMENT.
4. JOINTS
i. GENERAL FORM CONSTRUCTION,ISOLATON, AN� CONTRACIION JOINTS AND TOOL EDGES 1RUE TO
LINE, WIR1 FACES PERPENDICULAR TO SURFACE PLANE OF CONCREiE. CONSTRUCT iRANSVERSE
JOINTS AT RIGHT ANGLES TO CENTERLINE UNLE55 ORiERWISE INDICAiED.
n. CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIOE AND END TERMINATONS OF PAVING
AND AT LOCAlI0N5 WHERE PANNG OPERAlIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR
❑NLE55 PAVING iERMINATES ATISOLAPON JOINTS.
w. ISOLAnON JOINTS FORM ISOLAlION JOIMS OF PREFORAIEO JOINT-FlLLER SIRIPS ABOITNG
CONCRETE WRBS, CNTCH BASINS, MANHOLES, INLETS, SiRUCNRES, Oh1ER FIXED OBJECTS, AND
WHERE INDICATEO.
rv. CONiRACTION JOINTS: FORM WEANENEO-PLANE CONiRACPON JOINTS, SECTONING CONCRETE INTO
AREAS AS INDICATED. CONSIRUCT CONiRACTION JOINTS FOR A DEPhi EQUAL TO AT LEAST
ONE-FOIIRTH OF THE CONCRETE THICKNE55.
¢ E�GING: AFTER INIiIAL FLOAPNG, TOOL EDGES OF PAb1NG GUTTERS. CURBS. AN� JOINTS IN
CONCRETE R1iH NN E�GING TOOL TO A 1/4-INCH (6-MN) RADNS. REPEAT TOOLING OF EDGES
AF1ER APPLYING Sl1RFACE FINISHES. ELIMINAIE E�GING-TOOL MARKS ON CONCREiE SURFACES.
5. CONCREIE PLACEMENT
i. MOISTEN SUBBASE TO PRONDE A UNIFORM DAMPENED CONDITION AT PME CONCRETE IS PLACED.
ii. COMPLV W1TH ACI 301 (ACI 301M) REOUIftEMENiS FOR MEASIIRING. MIXING 1RANSPORTING. PLRQNG.
AN� CONSOLI�ATING CONCRETE.
ni. �EPOSIT AN� SPREA� CONCREIE IN A CONTINUOUS OPERAlION BEIWEEN iRANSVERSE JqNTS. DO
NOT PUSH OR DRAG CONCRETE INTO PLACE OR USE VIBRATORS TO MOYE CONCREIE INTO PLACE.
iv. SCREED PANNG SURFACE WITH A STRAIGHIEDGE AND SiRINE OFF.
v. COMMENCE INITIAL FLOA➢NG USING BULL FLOATS OR DARBIES TO IMPART AN OPEN-TEXTURED ANO
❑NIFORM SURFACE PLANE BEfORE EXCESS MOISNRE OR BLEED WATER APPEARS ON THE SURFACE.
�0 NOT Fl1R1HER pISIDRB CONCREIE SIIRFACES BEFORE BEGINNING FlNISHING OPERAlI0N5 OR
SPREA�ING SURFNCE 1REAlMENTS.
6. CONCREIE PROiECiION AND WRING
i. GENERAL: PROIECT PRESHLY PLACED CONCREIE FROM PREMATURE DRtlNG AND E%CESSIVE COLD
OR HOT TEMPERANRES.
COMPLY YATI ACI 30fi.1 FOR WLD-WEATIER PROIEClION.
m. EVAPORAPON RETAR�ER: APPLY EVAPORATION RETAR�ER TO CONCREIE SIIRFACES IF HOT, �RY, OR
WINDY CONDIilONS CAl15E MOISTURE LOSS APPROACHING Q2 LB/Sp. FT. X H(1 KG/50. A1 X H)
BEFORE AND DURING FINISHWG OPERATIONS. APPLV ACCORDING TO MANUFACTURER'S WRITiEN
INSTRUCTIONS AFTER PLAQNG, SCREEDING, AND BULL FLOATNG OR DAR811NG CONCRETE BUT BEFORE
PLOAT FlNISHING.
rv. 9EGIN CURING AFTER FlNISHING CONCRETE BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM
CONCRETE Sl1RFACE.
v. CURING MElH0�5: CURE CONCREIE BY MOISTIIRE CORING, MOISNRE-REThINING-COVER CURING,
CURING COMPOUND, OR A COMBINATION OF 1HESE.
vi. PENETRATING, ANTI-SPALLING SEALER iREATAENT: APPLY COMPOUNDS TO CLEAN, ORY CONCREIE
SURFACES FREE OF OIL, DIRT. AN� OTHER fOREIGN MATERIAL ACCORDING TO MANUFACTURER'S
SPEQFlCAilONS. SEALER TO BE APPLIE� TO ALL EXTERIOR CONCREiE PAVING AND CORBS AFIER
CONCRETE HAS CURE� 28 �AYS.
LA TH�
u
717 Congressional Blvd. , Suite 300
Carmel, Indiana 46032
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OFMEPICpN
■ STRUCTUREPOINT
INL
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]3605M1atlelantlS�d�ion II^tliandpolis,Intliana66356
TEL 3b.501.55801 FAX Jb.5d3.02i0
wwwsVu[turepointcom
CARMEL MEDICAL
ARTS PAVILION
'.'"""� To�R^"°ES 12774 N. MERIDIAN ST.
i. COMPLV VATH TOLERANCES IN AC111J AND AS FOLLOWS:
°. E�""no": '�°'"°" c,9'""'�. CARMEL INDIANA
b. THICKNE55: PLUS 3/8 INCH (10 MM). MINUS 1/4INCH (6 MM). �
a $URFACE: GAP BELOW 10-FOOT- (3-M-) LONG, UNLEVELE� STRHIGHTEDGE NOT TO
E%CEED 1/2 INCH (13 MN).
d. JOINT SPACMG 3 INCHES (]5 MM).
e. CONTRACTION JOINT DEP1H: PLUS 1/4 INCH (6 MM). NO MINUS.
f. JOINT VADTH: PLUS 1/8 INCH (3 MM), NO MINUS.
n. APPLY PAINT WIT1 MECHANICAL EOUIGMENT TO PRODUCE MARKINGS OF DIMENSIONS INDICATE� W1T1
UNIFORM, SiRAIGHT EDGES. APPLV AT MANUFACNRER'S RECOMMENDED RAlES TO PROVIDE A
MINIMUM WET FILM THICKNE55 OF 15 MILS (0.4 MM).
B. PRODUCTS
8. REPAIRS AN� PROTECPON
1. SIEEL REMFORCEMENT i. REMOVE AN� REPLACE CONCREIE PAYING 1HAT IS BROKEN, DAMAGED, OR DEFECTVE OR iHAT
i. RECYCLED CONTENT: POST CONSUMER ftECVCLED CONTENT PLUS ONE-HALF OF PRECONSUMER �OES NOT COMPLY N11H REpUIREMENTS IN THIS SECPON. REMOOE WORK IN COMPLETE SECTONS FROM
RECYCLE� CONIENT NOT LESS 1HhN 25 PERCENT. JOINT TO JOINT UNLE55 ORiERWISE APPROOED BY ENGINEER.
n. PLAIN-STEEL WELDED VARE REINFORCEMENT: ASiM A 185/A 185M, FABRICAIED FROM AS-DRAWN n. PROIECT CONCREIE PAVING FROM DAMAGE. E%CLUDE TRAFFIC FROM PANNG FOR AT LEAST 14 OAYS
STEEL WIRE INTO FLAT SHEETS. AF1ER PLACEMENT. WHEN CONSTRUCTION TRAPFlC IS PERMITTED, MAINTAIN PAVING AS 0.EAN AS
ili. DEFORMED-STEEL WELDED WIRE REMFORCEMENT: AS1M A 4W/A 49]M, FLAT SHEET. POSSIBLE BV RE�AOVING SIIRFACE STAINS AN� SPILLAGE OF MAIERIALS AS THEV OCCUR.
iv. REMFORCING BARS: ASiM A 615/A 615M, GRADE 60 (GRADE 420); DEFORMED. ���. MAINTAIN CONCRETE PAVING PREE OF STAINS. OISWLORAiION, �IRT, AND OIHER FOREIGN MATERIAL.
PLNIN-STEEL WIRB AS1M A 82/A 82M, A$ DRNWN. SWEEP PAYiNG NOT MORE THAN TWO DAYS BEFORE OATE SCHE�ULED FOR SOBSTANPAL COMPLETION
DEFORMED-STEEL WIRE: ASTM A 496/A 496M. INSPEClIONS.
vn. DOWEL BARS: ASTM A 615/A 615M, GRAOE 60 (GRADE 420) PLAIN-STEEL BARS; ZINC COATED DEMOLITION:
(GALVANRED) APTER FABRICAiION ACCORDING TO ASTM A �6]/A ]6]M. CLA55 I CONTING. CUT BARS
iRUE TO LENGIH WITH EN�S SpIIARE AN� fREE OF BURRS. A. GENERAL
vin. BAR SUPPORTS: BOLSTERS, CHAIRS, SPNCERS, AN� OTHER �EVICES FOR SGACING, SUPPORIING, AND
FASiENING REINFORCING BARS, WELDE� 'MRE REINFORCEMENT, AND OOWELS IN PLACE. MANUFACNRE h{E CONiRACTOR SHALL REMOVE AND DISPOSE OFF SITE, ALL E%ISiING SiRUC1URE5, FENCES, CONCRETE AND
BAR SUPPORTS ACCORDING TO CR51'S "MANUAL OF STANDARO PRACTCE' FROM S1EEL YARE, PLASTC, pqyEMENT ON SIIE, UNLE55 NOIED TO REMAIN ON iHE CONiRACT DRA'MNGS.
OR PRECAST CONCRETE OF GREATER COMPRESSIOE STRENGiH THAN CONCRETE SPEQFIED.
THE CONTRACTOR SHALL PROTECT AND NOT DESTROY PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
2. CONCRETE AIATERIALS
i. CEMENPlI0U5 MATERIAL: IlSE iHE FOLLOYANG CEMENlIPOUS MAIERIALS, OF SAME TYGE, BRAN�, AN� B. SUMMARY
SOURCE THROUGHOUT PROJECT: iH15 SECPON REQUIRES REMOVAL AND DISPOSAL, OFF SITE, OF RiE FOLLOWING:
PORTLAND CEMENT: ASRA C 150, PORiLAND CEMENT TYPE I. 1. ASPHALT PARNING LOT.
b. FLY ASH: ASiM C 618, CLA55 C OR CLA55 F. p, MISCELLANEOUS CONCRETE. STORM SEWER, PLANT MAIERIAL, UNDERGROUND CONDUITS, SIIE LIGHTS, ETC.,
c CROUND GRANULATEO BLAST-FURNACE SLAG: ASTM C 989, GRADE 100 OR 120. LOCATED ON SITE.
ii. NORMAL-WEIGHT AGGREGAiES: AS1M C 33,UNIFORMLY GRAOE�, AND AS FOLLOWS:
o. COMBWE� AGGRECRTE GRA�APON: NELL GRA�E� PROM COARSEST TO FlNEST INTH NOT C. SUBMITTALS
MORE iHAN 18 PERCENT AN� NOT LESS THAN e PERCENT RETAINE� ON A INOM�UAL SIEYE, SUBMIT THE FOLLOVANG IN ACCORDANCE WIiH WN�ITIONS OF CONTRACT AND DMSION 1 SGEqFICATION SECTONS.
E%GECT THAT LE55 iHAN 8 PERCENT MhY BE RETAINEO ON COARSEST SIEVE AN� ON N0. 50 �, q pROPOSED SCHEDULE OF OPERATIONS COORDINATION FOR SHUTOFF, CAPPING, AND CONTNUATION OF
SIEVE, AND LE55 hiAN 8 PERCENT MAY BE RETAMED ON SIEOES FWER iHAN N0. 50. UTLRV SERVICES AS REOUIREO.
D. USE CRUSHEO LIMESTONE COARSE AGGREGAIE FOR CONCRETE EXPOSED TO WEATHER. p, PRONDE A DETARED SEQUENCE AND SCHEDULE OF DEMOLITION AND REMOVAL WORN TO BE
lii. WAIER: POTABLE AND COMPLIING N1TH ASTM C 94/C 94M. COMPLETED.
iv. AIR-ENTRAINING A�MIXIDRE: ASTM C 260.
v. CHEMICAL A�MIXTIRES: A�MIXIDRES CERPFlE� 6Y MANUFACNRER TO BE COMPATBLE YATH O1HER D. JOB CqJDITIONS
A�MIXTURES AN� TO CONTAIN NOT MORE iHAN 0.1 PERCENT WAIER-SOWBLE CHLORIDE IONS BV MA55 1. SALVAGED MAIERIALS: I1EM5 OF SALVAGEABLE VAWE TO CONTRACTOR MAY BE REMOOED FROM SiRUCTURE AS
OF CEMENTTIOUS MAIERIAL WORK PROGRESSES. TRANSPORT SALVAGED IiEMS FROM THE SIIE AS THEY ARE REMOOED.
vi. NOIE: WHERE CLA55 A, B, OR C CONCRETE IS REFERENCE IN PLANS OR SPEQFICATIONS, THE CLA55 IS i. STORAGE OR SALE OF REMOVED IlEMS WILL NOT BE PERMITTED ON SIIE.
AS DEFMED IN ACI 34J-04. 2. EXPLOSIVES: USE OF ANV TYPE OF EXPLOSIVES WILL NOT BE PERMITTED.
3. TRAFFlC: CON�OCT �EMOLIPON OPERATIONS ANO REMOVAL OF �EBRIS ID ENSl1RE MINIMUM INTERFERENCE VATH
3. CURING MATEftIALS ROA�S, S1REEi5, WALKS AN� OIHER A�JACENT OCCUPIE� AN� USE� FNCILITIES.
i. ABSORPTVE COYER: AASHTO M 182, CLA55 3, BURLAP CLO1H MAOE FROM JUIE OR KENAF, WEIGHING i. DO NOT CLOSE OR OBSTRUCT ROA�S, STREETS, WALKS OR OTHER OCCUPIED OR USED FACILIlIES
APPROXIMAIELY 9 OZ./50. 1D. (305 G/Sp. M) DRY. WITHOUT PERMISSION FROM THE LOCAL AUTiORITIES HANNG JURISDICiION. PROVIDE ALiERNAIE ROUlES
n. MOISNRE-RETAINING COVER: ASTM C 1]1, POLYEIHYLENE FILM OR NHIIE BURLAP-POLYEIHYLENE AROUND CLOSED OR OBSTRUCTED TRAFFlC WAVS, IF REQUIRED BV GOVERNING AURiORIilES.
SHEET. 4.PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION. CONDUCT OPERATIONS TO
iii. WAIER: POTABLE PREOENT DAMAGE TO ADJACENT BUILDINGS, STRUCNRES. AND ORIER FACILIl1E5 AND INJURY TO PERSONS.
iv. EVAPORATION RETARDER: WATERBORNE. MONOMOLECULAR, FlLM FORMING, MANUFACNRW FOR S.DRMAGES: PROMPTLV REPAIR ANV �AMAGES CAUSED TO ADJACENT FACILIilES BY DEMOLITION OPERAlI0N5.
APPLICATION TO FRESH CONCREIE. 6. UTILITY SERVICES: MAINTAIN E%ISIING OiILITIES i0 STAY IN SERVICE AN� PROiECT AGAINST �AMAGE �l1RING
v. CLEAR, WATERBORNE, MEMBRANE-FORMING CURING COMPOUND: AS1M C 309, TYPE 1, CLA55 B, DEMOLITION OPERNilONS. �ISWNNECT, CAP AND REMOVE UIIIJTY SERVICES PER LOCAL REpUIREMENTS. �0 NOT
DISSIPATING. START DEMOLIPON WORK UNiIL UPLITY OISCONNECTONS HAVE BEEN COMPLEIED TO THE SATSFACPON OF
vi. WHIiE, WATERBORNE, MEMBRANE-FORMING CURING COMPOUND: ASTM C 309, TWE 2, CLA55 B, LOCAL UnLITES.
DISSIPATING.
E. DEMOLITION
4. FlBER REWFORCEMENT 1. BELOW-GRA�E CONSTRIICiION: �EMOLISH FWNOATION WALLS AND OTHER BELOW-GRADE CONSTRUCTION,
i. FIBROl15 REMFORCEMENT: 100X NRGIN HOMOPOLYMER GOLIPROPYLENE MULIIFlLAMENT FIBERS FOR INCLU�ING CONCREiE SLABS, TO A �EPTH OF NOT LESS 1HAN 48 INCHES BEL�W LOWEST FOONOATON LEVEL.
SEWN�ARY REINFORCEMENT OF CONCRETE, ASIM C fl6, TPE IIL SHALL WNTAIN NO REPROCESSED 2. FlWNG V01�5: COMPLETELY FlLL 9ELOW-GRAOE AREAS AND VOIDS RESULIING FROM DEMOLITON STRUCIDRES.
OLEFIN MAIERIALS.
a. PROOUCTS: SUBJECT TO COMPLIANCE YATH REWIREMENTS, PRONDE ONE OF THE FOLLOWING F. DISPOSAL OF DEMOLISMED MATERIALS
FIBERMESH 150: PROPEX CONCRETE SYSlEMS CORP., STEALTH RBER MICRO REMFORCEMENT; 1. GENERAL: REMOVE WEENLY FROM SIIE ACCUMULATED DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM
51 CIXJCREIE SYSiEMS, OR APPRObE� EWAL �EMOLITION OPERAilONS.
2 REMOVAL TRANSPORT MATERIALS REMOYED FROM pEM0UTI0N OPERATIONS AND LEGALLY pI5PO5E OF OFF-SITE.
5. RELATED MAIERIALS
i. JOINT FlLLERS: ASRA � 1�51, ASPHALT-SANRAIED CELLUL09C FlBER OR ASRA D 1]52, CORK OR
SELF-EXPANDING CORK IN PREFORMED SiRIPS.
ii. PENETRATING ANTI-SPALLING SEALER: THE SEALEft SHALL BE A SILANE WATER BASEO COMPOUND
WHICH HAS A 9fi% CHLORI�E-ION SCREEN AND A REPELLENCY FACTOR OF 92A WHEN TESTED IN
ACCOR�ANCE YATH NCHRP �'244, TEST METHOD. IN ADOIlION, THE SEALEft-TREAIE� CONCREIE
MUST E%HIBIT NO SCALING WHEN EXPOSEO TO 120 CYCLES OF FREEZING-AND-IHAWING IN
ACCOROANCE 'MTH ASRA C 6]2.
a. PROOUCTS: SUBJECT TO COMPLIANCE WI1H REQUIREMENTS, PROVIDE ONE OF THE
FOLLO'MNG: "WEATHER WORKER HEAW-DUTY WH (J-2] WH)": DAYTON SUPERIOR CORP..
�ENVIROSEAL 20"; H'l�ROZO INCORP., �PENTANE WB�: l& M CONSTRUCTION CHEMICALS. INC.
fi. CONCREIE MI%IDRES
i. PREPARE DESIGN MI%NRES, PROPORTIONED ACCOROING TO ACI 301 (ACI 301M), YATH hiE
FOLLONING PROPERTES:
a. COMPRESSIVE STRENGTH (28 OAYS): 4000 P51 (2].6 MPA).
"- No. �`
����a062
STAIE OF
FIED BY
ISSUANCE INDEX
DATE:
08109/2019
PROJECT PHASE:
PERMITTING
Project Number 2017.02968
SPECIFICATIONS
C003