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A GENERAL
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1. EARTHWORK INCLUDES CLEARING GRUBBING, SUBGRADE PREPARATION. REMOVAL OF TREES AND VEGETATION
C EXECUTION
STUMPNG PROTECTION 7E TREES IC RENON. STRIPPING AND STORAGE OF TOPSOIL FILL GOMPACTKN
AND ROUGH
AND ROUGH GRADING O ENTIRE SIZE AS HDICAIID ON DRAWINGS
1 INSTALL PIPING BEGINNING AT LOW POINT. TRUE TO GRADES AND ALIGNMENT INDICATED NTH UNBROKEN
2 THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING O E
ANY CHANS, ERRORS. OR OMISSIONS FOUND ON THE
CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPING FACING UPSTREAM, INSTALL GASKETS, EALS. SLOES,
PLANS OR IN THE FIELD, BEFORE WORK IS STARTED OR RESUMED.
2, WHEN INSTALLING PIPE UNDER STREETS OR OTHER OBSTRUCTIONS
1 CONTRACTOR SHALL PROVIDED PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE
THAT CANNOT BE DISTURBED, USE
PPE -JACKING PROCESS O MICRO-7UNNEUNG.
NECESSARY IT PRODUCE THE GRADES REQUIRED AS SHOWN ON THE DRAWOTHERWISE FILL OBTAINED FROM OFF SITE
OUST BE BITABLE SOL AS DEFINED N 11E SPECIFICATIONS OR AS OTHERWISE APPROVED By O'IMOt
3. INSTALL PIRNG PITCHED DOWN IN DIRECTION OF FLOW. INSTALL PE CORRUGATED SEINER PRNG IN ACCORDANCE
4. THE CONTRACTOR SHALL ACCEPT THE SITE N ITS CURRENT STATED SHALL REMOVE ALL TRASH. RUBBISH,
WITH ASTM D 2231 INSTALL PVC PIPING ACCORDING TO ASTM D 2321 AND ASTM F 1868. INSTALL REINFORCED
CONCRETE SEWER PIPING N ACCORDANCE WITH ASTM C 1479 AND ACPA'S 'CONCRETE
AND DEBRIS FROM THE STE PRIOR TO STARTING EXCAVATION.
MANUAL' PIPE INSTALLATION
5. EXCEPT FOR STRIPPED TOPSOIL AND OTHER MATERIALS INDICATED TO BE STOCKPILED OR OTHERWISE REMAIN
OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY D SHALL BE REMOVED
4 PIPE JOINT CONSTRUCTION: JOIN CORRUGATED PE PIPE ACCORDING TO ASTM D 3212 FOR PUSH ON JOINTS JOIN
PVC CORRUGATED SEWER PIPING IN ACCORDANCE WITH ASTM D
FROM PROJECT SITE.
REINFORCED 2321 FOR ELASTOMERIC-SEAL JOINTS JOIN
MANUAL-
PIPE ACCORDING TO ACPA'S 'CONCRETE PIPE INPRESSKRE
JOINTS
e. DO NOT CLOSE KF OBSTRUCT STREETS, WALKS DRIVES FACILITIES.ETC WITHOUT OWNER PERMISSION OR
RUBBER-GASKETED
JON DISSIMILAR PIPE MATERIALS NTH NONTYPE FLEXIBLESTALLATION
OUPLINGS
AUTHORITY HAVING JURISDICTION.
5. CONTRACTOR TO INSPECT INTERIOR OF PIPING AND MANHOLES FOR DEFECTS DEFECTS REOUIRING CORRECTION
INCLUDE THE FOLLOWING.`
7. ALL EROSION CONTROL MEASURES SHALL GE N PUCE PRIOR TO COMMENCING EARTHWORK D CLEARING
OPERATIONS EROSION CONTROL MEASURES SHOULD BE PROTECTED AND MAINTAINED THROUGHOUT CONSTRUCTION,
L ALIGNMENT' LESS THAN FULL DIAMETER OF INSDE OF PIRREVENTS PASSAGET BETWEEN
0. DEFLECTION: FLEXIBLE PIPING WITH DEFLECTION THAT
IN
AS DEFINED IH Aq 347-04.
ORTUCIUNDER O SIE
NOT LESS THAN SBL PERCENT O PIPING DIAMETER.
& CONTRACTOR SHALL CAREFULLY MNNTNN ALL BENCHMARKS, MONUMENTS AND OTHER REFEREMM POINTS. F
OIL DAMAGE: CRUSHED. BROKEN CRACKED. OR OTHERWISE DAMAGED PIPING
DISTURBED, CONTRACTOR SHALL ENGAGE LICENSED LAND SURVEY FOR REPLACEMENT O REFERENCE POINTS
v- INFILTRATION: WATER LEAKAGE INTO PIPING
v. EXFlLTRATION: WATER LEAKAGE FROM OR AROUND PIPING
9- WHERE THESE SPECIFICATIONS CONVICT WITH CITY OF CARMEL STANDARDS, THE STANDARDS OF THE
JURISDICTION HAVING AUTHORITY SHALL PREVAIL
REPLACE DEFECTIVE PIPING USING NEW MATERIALS, D REPEAT INSPECTION UNTIL DEFECTS ARE WITHIN
ALLOWANCES SPECIFIED.
B. MATERIALS
6. TEST NEW PIPING SYSTEMS AND PARTS OF EXISTING SYSTE34S THAT HAVE BEEN ALTERED. EXTENDED, REPAIRED
FOR LEAKS AND DEFECTS FOR GRAVITY FLOW STORM DRAINAGE PIPING:
1. CONTRACTOR TO PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOL MATERIALS ARE NOT
TEST ACCORDNG TO REQUIREMENTS O,
AUTHORITIES HAVING JURISDICTION, UNI-", AND THE FOLLOWING:
AVAILABLE FROM EXCAVATIONS.
LEXCEPTION: PIPING NTH SOLTIGHT JOINTS UNLESS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
III OPTION: TEST PLASTIC PIPING TO ASTM
2. SATISFACTORY SUITABLE) SOARS SOL CLASSIFICATION GROUPS GW, GP, G1, SW. SP, D SM ACCORDING TO
IL OPTION: TRT CONCRETE PIPING ACCORDINGG
NG TO ASTM C417
24
R A OF THESE GROUPS FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES N ANY
ASTM D2487, ORA WASTE. FROZEN
OMI]dSON, DEBRIS WASTE. FROZEN MATERIALS VEGETATI N D OTHER DELETERIOUS MATERIAL.
7. SUBMIT TESTING REPORTS AS REWIRED BY OWNER OR AUTHORITY HAVING AIRISDICTON.
1 UNSATISFACTORY (OR UNSUITABLE) SOLS: SOL CLASSIFICATION GROUPS GG Sr, CL, ML OL CH. MH, ON, AND
&5EdALT PANG
PTACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE GROUPS UNSATISFACTORY SOILS ALSO INCLUDES
IOTHER
SLABS DEPTH NOT LESS THAN NCHES BELOW LOWEST LLIEL
2 FILLING VOIDS: COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING
SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME OF
A GENERAL
COMPACTION.
C. EXECUTION
'. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING O ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE
PLANS OR IN THE FIELD, BEFORE WOR( IS STARTED OR RESUMED.
1. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR
ABANDONED IN ACE DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY OMER UNLESS PERMISSION
2 USE MATERIALS D GRADATIONS KHAT HAVE PERFORMED SATISFACTORILY IN PREVIOUS INSTALLATIONS -
IS GRANTED. NOTIFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS.
& PRODUCTS
2 REMOVE OBSTRUCTIONS TREES. SHRUBS AND OTHER VEGETATION AS REQUIRED FOR NEW CONSTRUCTION. STRIP
TOPSOIL TO DEPTH AS REWIRED N THE FIELD TO PREVENT INTERMINGLING WITHR OTHER
UNDERLYING SUBSOIL O
I. AGGREGATES
L COURSE AGGREGATE ASIM D 82/b92M. SOUND; ANGULAR CRUSHED STONE.
WASTE MATERIALS. STOCKPILE TOPSOIL AWAY FROM EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL AND GRADE
STOCKPILES TO DRAIN SURFACE WATER
CRUSTED (FUAVFy OP MIRED. CRUSHED BLAST-FURNANCE SAG
IL FINE AGGREGATE: ASTM D 1073 OR AASHTO M 29, SHARP -EDGED NATURAL
3. REMOVE EXISTING ABOVE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND NECESSARY TO FACLUTATE NEW
SAND OR SAND PREPAR ED
FROM STOW. GRAVEL, CURED BUST-FURNANCE SIAG OR COMBINATIONS THEREOF.
a FOR HOT -MIX ASPHALT, LIMIT NATURAL SAND TO A MAXIM
CONSTRUCTION.
THE TOTAL AGGREGATE MASS UM O 20 PERCENT BY WEIGHT O
4. PROTECT SUBGRADES AND FOUNDATION SOILS FROM FREEZING TEMPERATURES, FROST, AMC PONDING WATER
E MINERAL FILLER: ASTM D 242 OR AASHTO M 17, ROCK OR SAG DUST, HYDRAULIC CEMENT, OR OTHER
INERT MATERIAL
5. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS FOR ALL STRUCTURES. WALKS PAVEMENTS. AMC) UTILITY
2 ASPHALT MATERIALSMATERIA
TRENCHES
L ASPHALT BINDER: AASHTO M 320s PG 64-22 (OR AS OTHERNSE RECOMMENDED BY INDOT STANDARDS)
R. ASPHALT CEMENT: PER INDOT STANDARDS
6. CONTRACTOR SHALL FURNISH D OPERATE ALL DEWATERING MEASURES REWIRED TO FACILITATE NEW
CONSTRUCTION D IN ACCORDANCE NTH ALL LOCAL, STATE. AND FEDERAL REGULATIONS
E CUTBACK PRIME COAT: PER INDOT STANDARDS
11 EMULSIFIED ASPHALT PRIME COAT:
8. PROOF ROLL SUBGRADE BELOW BUILDING PAVEMENTS WITH A PNEUMATIC -TIRED DUMP TRUCK TO IDENTIFY SOFT
PER INDOT STANDARDS
TACK COAT: PER INDOT STANDARDS
N. WATER: POTABLE
POCKETS AND AREAS OF EXCESS YIELDING DO NOT PROOF ROLL WET OR SATURATED SUBGRADES RECONSTRUCT
SUBGRADR DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER. OR CONSTRUCTION
A. LWDERSEALING ASPHALT: ASTM D 3141: PUMPING CONSISTENCY.
ACTIVITIES AS DIRECTED BY ENGINEER OR OWNER REPRESENTATIVE, WITHOUT ADDITIONAL COMPENSATION.
1 AUXILIARY MATERIALS
7. BACKFILL ALL UTILITY TRENCHES BENEATH PAVEMENT (AND WT04 5') WITH GRANULAR MATERIAL
L RECYCLED MATERIALS FOR HOT -MIX ASPHALT MIXES: RECLAIMED ASPHALT PAVEMENT; RECLAIMED,
UNBOUND AGGREGATE BASE MATERIAL; AND RECYCLED ASPHALT
8. SOIL FILL USE SATISFACTORY SOIL MATERIA UNDER All WALKS, PAVEMENTS. STEPS RAMPS BUILDING SLABS.
SHINGLES FROM SOURCES AND
GRADATIONS THAT HAVE PERFORMED SATISFACTORILY IN PREVIOUS INSTALLATIONS EQUAL TO
PERFORMANCE OF REWIRED HOT -MIX ASPHALT PAVING PRODUCED
FOOTINGS D FOUNDATIONS
FROM ALL NEW MATERIALS
0. HERBICIDE COMMERCIAL CHEMICAL FOR WEED CONTROL REGISTERED BY THE EPA. AND NOT CLASSIFIED
AS
9. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACXF L SOL LAYER BEFORE
RESTRICTED USE. FOR LOCATIONS AND CONDITIONS OF APPUCATON. PROVIDE IN GRANULAR,
LIQUID, OR WETTABLE POWDER FORMA.
COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. DO NOT PLACE BACKILL OR FILL SOL
MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR KI. REMOVE AND
m. SAND: ASM D 1073 OR AASHTO M 29, GRADE NO. 2 OR N0. 3.
REPLACE, OR
SCARIFY D AIR DRY, OTHERWISE SATISFACTORY SGL MATERIAL THAT EXCEEDS OPTIMUM MOISTURE CWTENT By
4. MIKES
2 PERCENT D IS TOO WIT TO COMPACT TO SPECIFIED UNIT WEIGHT.
L RECYCLED CONTENT OF HOT -MIX ASPHALT: PER INDOT STANDARDS
10. COMPACTION OF SOIL BACXFLLS D FILLS ARE TO BE IN ACCORDANCE WITH GEOTECIMGIL RECOMMENDATIONS.
HERE NO
9. HOT -MI% ASPHALT: DENSE -GRADED, HOT -LAID. HOT MIX ASPHALT PLANT MIXES
APPROVED BY NDOT D COMPLnNG WITH ME fOLLONNG
GEOTECHNICAL REPORT EXISTS, COMPACT ALL FILL MATERIA BELOW STRUCTURES, PAVEENIS WALXS
UTILITY TRENCHES ANO STEPS (AND WITHIN 5 FEET OF SAID AREAS) TO 98 PERCENT OF THE MAXIMUM DRY LIMIT
REQUIREMENTS
a. PROVIDE MIXES WITH A HISTORY OF SATISFACTORY PERFORMANCE IN GEOGRAPHICAL AREA
WHERE PROJECT IS LOCATED.
WEIGHT ACCORDING TO ASTM D-69& COMPACT ALL FILL MATERIALS BELOW TURF OR UNPAVED AREAS TO 90
PERCENT OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D-89& All FILL MATERIALS TO
b. BASE COURSE: 25.D MM OR 19.0 MM (AS INDICATED ON ORANNGS)
SURFACE
BE
COMPACTED N MAXIMUM 8 -NCM UFTS
c COURSE. 9.51MM
11. SITE ROUGH GRADING SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS D TO PREVENT PONDING.
FINISH SUBG ADR TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCE
LTURF OR UNPAVED REAS: PLUS OR MINUS 1 INCH
ILKS WALPWS OR MINUS I/2 INCH.
RLPAVEMENTS: PWS OR MINUS 1/2 INCH
N. INSIDE BUILDING UNE FINN SUBGRADE TO A 70ERANCE O i INCH MEN TESTED WlT- A 10-FOO7
STRAIGHTEDGE
12 QUALITY CONTROL QUALIFIED GE07ECHNICAL ENGINEER TO BE ENGAGED AS TE57ING AGENCY AS DIRECTED B,
OWNER.
I& REPAIR AND REESTABLISH GRADES TO SPECIFIED TCERANCES MORE COMPLETED OR PARTIALLY COMPLETED
SURFACES BECOME ERODED, RUTTED. SETTLED. OR WHERE THEY LOSE COMPACTION DUE TO SUBSEQUENT
CONSTRUCTION OPERATIONS OR WEATHER
STORM SEWER -
A. GENERAL
1. STORY SEWER INCLUDES ALL RPR, FITTINGS MANHOLES CLEANO UTS, TRANSTION COUPLINGS CATCH BASINS,
INLETS, END SECTIONS AND CUTLETS,
2. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES ERRORS, OR OMISSIONS FOUND ON THE
PLANS OR IN THE FIELD, BEFORE WORK IS STARTED OR RESUMED.
3. CONTRACTOR SHALL LOCATE, IDENTIFY, OISCONECT, AND SEA OR CAR UTILITIES INDICATED TO BE REMOVED OR
ABANDONED IN PUCE DO NOT INTERRUPT UTILITIES SERVING FACILITES OCCUPIED BY OWNER UNLESS PFRMISSO,
IS GRANTED. NOTIFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPMXN&
B. PRODUCTS
1. PE PIPE AND FITTINGS PE DRAINAGE PIPE AND FITTINGS NP 3 TO NPS 10. µ91T0 M 252M, TYPE S 07M
SMOOTH WATERWAY FOR COUPLING JOINTS PE DRAINAGE PPE AND FITTINGS NPS 12 TO NPS BG AASHTO M
294M. TYPE S. WITH SMOOTH WATERWAY FOR COUPLING JOINTS.
2 PVC RPE D FITTINGS: PIPE: ASTM F 949, PVC, CORRUGATED PIPE WTH BELL D SPIGOT ENDS FOR
GA9CEIID JOINTS FITTINGS: ASTM M. PVC MOLDED OR FABRICATED. SOCKET TYPE GASKETS: ASTM F 477,
ELASTOLRIC SEALS
3. CONCRETE PIPE AND FITTINGS REINFORCED CONCRETE SEWER RPE D FITTINGS NEETNG ASTM C 76 NTH BELL
AND SPIGOT ENDS AND GASKETED JOINTS NTH ASTM C 443 RUBBER GASKETS PPE TO BE CLASS W UNLESS
OTHERWISE INDICATED ON PLANS.
4. COMPLY NTH ASTM C 1173. ELASTOMERIC SLEEVE -TYPE REDUCING OR TRANSITION COUPLING, FOR JOINTING
NON -PRESSURE PIPING INCLUDE ENDS O SAME SIZES AS PIPING TO BE JOINED, D
CORROSION -RESISTANT META TENSION BAND AND TIGHTENING MECHANISM ON EACH END.
5. CLEANW7S CAST IRON CLFANOUTS ASME A11236.ZM ROUND. GRAY -IRON HOUSING WITH CLAMPING DEVICE AND
ROUND, SECURED, SOORIAIED, GRAY -IRON COVER. HEAVY DUTY TOP LOADING IS REQUIRED. PLASTIC CEANOU7S
PVC BODY WITH PVC THREADED PLUG
S. MANHOLES AND CATCH BASINS STANDARD REINFORCED PRECAST CONCRETE MANHOLES MEETING ASTM C 47&
MINIMUM 48 -INCH DIAMETER UNLESS OTHERISE INDICATED. BASE SECTION TO BE MINIMUM 6-004 THICKNESS
AND 4 -NCH THICKNESS FOR WALLS AND BASE RISER SECTION. REINFORCED CONCRETE GRADE RINGS, 6-9 INCH
TOTAL THINNESS, TO MATCH DIAMETER O MANHOLE FRAME AND COVER MANHOLE FRAMES D COVERS AS
INDICATED ON DRAWINGS PPE CONNECTORS SHOULD BE PROVIDED TO MEET ASTM C293, RESIUENT, O SZE
REQUIRED, FOR EACH PIPE CONNECTING TO THE BASE SECTION.
7. CONCRETE: CAST -IN-PLACE CONCRETE ACCORDING TO A0 318 AND ACI 350/3508 D IN ACCORDANCE NTH
THE FOLLOWNG
CEMENT: ASTM C 150, TYPE RI
r, FINE AGGREGATE ASTM C 33, SAND
FrCOARSE AGGREGATE ASTM C 31 CRUSHED GRAVEL
N. WATER: POTABLE
& PORTLAND CEMENT DESIGN MIX 4,000 PSI MINIMUM NTH 045 MAXIMUM WATER/CMENTIOUS MATERIALS RATIO.
REINFORCING FABRIC TO MEET ASTM A 185/A 18511, STEEL, WENDED WIRE FABRIC, PLAIN. REINFORCING BARS TO
MEET ASTM A 615/A 615M, GRADE 60 DEFORMED STEEL
9. MANHOLE CHANNELS TO BE FORMED NTH AN INVERT SLOPE O 2 PERCENT THROUGH THE MANHOLE AND
BENCHES AT 4 PERCENT, SLOPED TO DRAIN INTO CHANNEL
10. INLETS: PROVIDE INLETS NTH HEAVY DUTY CASTINGS AS SHOWN ON DRAWINGS
11. OUTLETS: CONCRETE END SECTION SHOULD BE PROVIDED AT ALL RPE ENDS AND AS INDICATED ON DRAWINGS
RIP RAP APRONS TO BE INSTALLED AT ALL END SECTIONS TO DIMENSIONS INDICATED. AVERAGE RP -RAP SIZE
C EXECUTION
1. EXAMINATION
1. VERIFY THAT SUBGRADE IS DRY AND IN SUITABLE CONDITION TO BEGIN PAYING.
IL PROOF -ROLL SUSGRADE BELOW PAVEMENTS WATH HEAVY PNEUMATIC-TRED EQUIPMENT
TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING DO NOT PROOF -ROLL WET OR
SAIURATED SUBGRADES, PROOFROLL TO BE PERFORMED BY GuAMED GEOTECHNICAL ENGINEER.
a. COMPLETELY PROOF -ROLL SUBGRADE N ONE DIRECTION LIMIT VEHICLE SPEED
TO 3 MPH.
b. PROOF ROLL NTH A LOADED 10-WTEE, TANDEM -AXLE DUMP TRUCK WEIGHING NOT LESS
THA 15 TONS
c EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF EXCESSW PUMPING OR
RUTTING AS DETERMINED BY ENGINEER, AND REPLACE WITH COMPACTED BACKFILL OR FILL AS
DIRECTED.
d, PROCEED WITH PAYING ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
2 SURFACE PREPARATION
L GENERAL IMMEDIATELY BEFORE PLACING ASPHALT MATERIALS. REMOVE LOOSE AND DELETERIOUS
MATERIAL FROM SUBSTRATE SURFACE ENSURE THAT PREPARED SUBGRADE IS READY TO RECEIVE
PAVING
A. HERBICIDE TREATMENT: APPY HERBICIDE ACCORDING TO MANUFACTURER'S RECOMMENDED RATES
AND WRITTEN APPUCATION INSTRUCTIONS APPLY TO DRY, PREPARED SUBGRADE OR SURFACE OF
COMPACTED -AGGREGATE BASE BEFORE APPLYING PAYING MATERIALS,
IR, CUTBACK
MIX FOR THAT PURPOSE2
PRIME COAT: APPLNTHY UNIFORMLY ME COAT IF
SURFACE OF COMPACTED RUNBWND-AGGREGATE
BASE COURSE AT A RATE OF 0,15 TO 0.50 GAL/SG yD. APPLY ENOUGH MATERIAL TO PENETRATE AND
SEAL BUT NOT FLOOD, SURFACE ALLOW PRIME COAT TO CURE
a. IF PRIME COAT IS NOT ENTIRELY ABSORBED 147HIN 24 HOURS AFTER APPJCATION, SPREAD
SAND OVER SURFACE TO BLOT EXCESS ASPHALT. USE ENOUGH SAND TO PREVENT PICKUP
UNDER TRAFFIC, REMOVE LOOSE SAND BY SWEEPING BEFORE PAVEMENT IS PACED AND AFTER
VOLA71LES HAVE EVAPORATED.TECT_
PAVINQ
N. TACK COAT -.APPLY RUNIFORMMLLY TTOO SURFACESAM
EXISTINUNTILRPPAAVVEMENTY ToRECEIVE ATT A RATE OF 0.05 TO 0.15
ALLOW TACK COAT TO CURE UNDISTURBED BEFORE APPLYING HOT -MIX ASPHALT PAVING
b. AVOID SMEARING OR STNNING ADJOINING SURFACES APPURTENANCES AND SURROUNDINGS.
REMOVE SPILLAGES D CLEAN AFFECTED SURFACES.
3. PLACING HOT -MIX ASPHALT
L MACHINE PLACE HOT -MIX ASPHALT ON PREPARED SURFACE, SPREAD UNIFORMLY, AND STRIKE OFF.
PLACE ASPHALT MIX BY HAND IN AREAS INACCESSIBLE TO EQUIPMENT IN A MANNER THAT
PREV04TS SEGREGATION O MIX PUCE EACH COURSE TO REQUIRED GRADE. CROSS SECTION, AND
THICKNESS WHEN COMPACTED.
PUCE HOT -MIX ASPHALT BASE COURSE IN NUMBER O LIFTS AND THICKNESSES INDICATED.
b. PLACE HOT -MIX ASPHALT SURFACE COURSE IN SINGLE UFT,
c SPREAD MIX AT A MINIMUM TEMPERATURE O 250 DEG F
CL BEGIN APPLYING MIX ALONG CENTERLINE O CROWN FON CROWNED SECTIONS AND ON HIGH
SIDE O ONE-WAY SLOPES UNLESS OTHERWISE INDICATED.
e. REGULATE PAVER MACHINE SPEED TO OBTAIN SMOOTH, CONTINUOUS SURFACE FREE O PULLS
G TEARS IN ACE PAVING IN CONSECUTIVE HALT -PAVING MAT.
L RNVE STRIPS NOT LLEyS THAN 10 FEET WADE UNLESS INFILL EDGE STRIPS
OF A LESSOR WIDTH ARE REQUIRED,
a AFTER FIRST STRIP HAS BEEN PLACED AND ROLLED. PUCE SUCCEEDING STRIPS AND EXTEND
ROLUNG
TO
INCIINHRFROM STRIP IA PREVIOUS
TO ENSURE PROPER MCOMPAACTIX IOONN O MENT IX TALONG I TO 1LONGITUDINAL
JOTS
b. COMPLETE A SECTION O ASPHALT BASE COURSE BEFORE PACING ASPHALT SURFACE
COURRL PROMPTLY CORRECT SURFACE IRREGULARITIES IN PAVING COURSE BEHIND PAVER. USE SUITABLE
HD TOOLS TO REMOVE EXCESS MATERIAL FORMING HIGH SPOTS FILL DEPRESSIONS WITH HOT -MIX
ASPHALT TO PREVENT SEGREGATION O MIX USE SUITABLE HAND TOOLS TO SMOOTH SURFACE
4. JOINTS
L CONSTRUCT JOINTS TO ENSURE A CONTINUOUS BOND BETWEEN ADJOINING PAVING SECTIONS CONSTRUCT
JOINTS FREE O DEPRES4DNS. WITH SAME TEXTURED SMOOTHNESS AS OTHER SECTIONS O HOT -MIX
ASPHALT COURSE
CLEAN CONTACT SURFACES AND APPLY TACK COAT TO JOINTS,
b. OFFSET LONGITUDINAL JOINTS, N SUCCESSIVE COURSES A MINIMUM O 6 INCHES
C- OFFSET TRANSVERSE JOINTS IN SUCCESSIVE COURSES, A MINIMUM O 24 INCHES
d, CONSTRUCT TRANSVERSE JOINTS AT EACH PONT WHERE PAVER ENDS A DAYS WORK AND
RESUMES WORK AT A SUBSEQUENT TIME CONSTRUCT THESE JOINTS USIO
NG THER 'BULKHEAD'
OR 'PAPERED' METHOD ACCORDING TO AI MS -22, FOR BOTH 'ENDING A LANE' D
'REAJMPnON O PAYING OPERATIONS'
e. COMPACT JOINTS AS SOON AS HOT -MIX ASPHALT WILL BEAR ROLLER WEIGHT
DISPLA
f. COMPACTEASPHALCESSIT AT JOINTSTOTA DENSITY WITHIN 2 PERCENT O SPECIFIED COURSE
DENSITY.
AJY11AL1 1'AYINI'OL NT.):
5. COMPACTION
I. GENERAL: BEGIN COMPACTION AS SOON AS PLACED HOT -MIX PAVING WALL BEAR ROLLER WEIGHT
WITHOUT EXCESSIVE DISPLACEMENT. COMPACT HOT -MIX PAVING WITH HOT, HAND TAMPERS OR WITH
VIBRATORY -PLATE COMPACTORS IN AREAS INACCESSIBLE TO ROLLERS,
COMPLETE COMPACTION BEFORE MIX TEMPERATURE COOLS TO 185 DEC F
R. BREAKDOWN ROLLING: COMPLETE BREAKDOWN OR INITIAL ROLLING IMMEDIATELY AFTER ROLLING JOINTS
AND OUTSIDE EDGE EXAMINE SURFACE IMMEDIATELY AFTER BREAKDOWN ROLLING FOR INDICATED CROWN,
GRADE, AND SMOOTHNESS. CORRECT LAYDOWN D ROLLING OPERATIONS TO COMPLY 11
REQUIREMENTS
IF. INTERMEDIATE ROLLING: BEGIN INTERMEDIATE ROLLING IMMEDIATELY AFTER BREAKDOWN ROLLING WHILE
HOT -MIX ASPHALT IS STILL HOT ENOUGH TO ACHIEVE SPECIFIED DENSITY. CONTINUE ROWNG UNTIL
HOT -MIX ASPHALT COURSE HAS BEEN UNIFORMLY COMPACTED TO THE FO.LOWINC DENSITY:
a. AVERAGE DENSITY: 96 PERCENT OF REFERENCE LABORATORY DENSITY ACCORDING TO ASTM D
b. Ag27 OR AASHTO VERAGE DENSTY:T 292 PERCENT OFBUT NOT �REFERENCE MAXITHAN 94 MUM THEORETIT OR CAL DENSITY THAN ACCORDING
N, FINISH ROLLING FI
NI ROLL PATO ASTM D 2041 BUTNVED OT SURFACES TO REMfM ROLLER MARKS WNILETHAN 90 PERT OR GREATER THANgHO E IXOEDASPMALT IS
PR
STILL WARM.
Y. EDGE SHAPING WHILE SURFACE IS BEING COMPACTED AND FINISHED, TRIM EDGES O PAVEMENT TO
YL CT THOROUGHLY.
REPAIR ALO REMOVE PAVED AREAS THAT ARE DEFECTIVE OR NMENT. BEVEL EDGES WHILE ASPHALT IS STILL OCONT. TAMINATED WITH FOREIGN MATERIALS
AND REPLACE WITH FRESH, HOT -MIX ASPHALT. COMPACT BY ROLLING TO SPECIFIED DENSITY AND
SURFACE SMOOTHNESS
N. PROTECTION: AFTER FINAL ROLLING. DO NOT PERMIT VEHICULAR TRAFFIC ON PAVEMENT UNTIL IT HAS
COOLED D HARDENED.
AN. ERECT BARRICADES TO PROTECT PAYING FROM TRAFFIC UNTIL MIXTURE HAS COOLED ENOUGH NOT TO
BECOME MARKED.
8. INSTALLATION TOLERANCES
1. PAVEMENT THICKNESS: COMPACT EACH COURSE TO PRODUCE THE THICKNESS INDICATED WITHIN THE
FOLLOWING TOLERANCES
a. BASE COURSE: PLUS OR MINUS 1/2 NCH
b. SURFACE COURSE: PLUS 1/4 INCH NO MINUS.
B PAVEMENT SURFACE SMOOTHNESS COMPACT EACH COURSE TO PRODUCE A SURFACE SMOOTHNESS
WITHIN THE FOLLOWING TOLERANCES AS DETERMINED BY USING A 10 -FOOT STRNGHTEDGE APPLIED
TRANSVERSELY OR LONGITUDINALLY TO PAVED AREAS
BASE COURSE: 1/4INCH
b. SURFACE COURSE 1/8 INCH
a CROWNED SURFACES TEST WITH CROWNED TEMPLATE CENTERED AND AT RIGHT ANGLE TO
CROWN. MAXIMUM ALLOWABLE VARIANCE FROM TEMPLATE IS 1/4 RIGH
7. FIELD WARTY CONTROL
L TESTING AGENCY: CONTRACTOR TO ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND
INSPECTIONS
IL THICKNESS: IN-PLACE COMPACTED THICKNESS OF HOT -MIX ASPHALT COURSES WALL BE DETERMINED
ACCORDING TO ASTM D 3549.
IR SURFACE SMOOTHNESS: FINISHED SURFACE OF EACH ROT -MIX ASPHALT COURSE WALL BE TESTED FOR
COMPLIANCE WITH SMOOTHNESS TOLERANCES
N. IN-PLACE DENSITY: TESTING AGENCY WALL TAKE SAMPLES O UNCOMP ACTED PAVING MIXTURES AND
COMPACTED TM D 979 OR AASHTO I 168.
PAVEMENT EFERENCE MAXIMUM THEORETITO CAL DENS WILL BE DETERMINED BY AVERAGING RESULTS
FROM FOUR SAMPLES OF HOT -MIX ASPHALT -PAVING MIXTURE DELIVERED DAILY TO SITE;
PREPARED ACCORDING TO ASTM D 2041, AND COMPACTED ACCORDING TO JOB -MIX
SPECIFICATIONS
b. IN-PLACE DENSITY OF COMPACTED PAVEMENT WILL BE DETERMINED BY TESTING CORE SAMPLES
v, ONE CORE WILL BETAKENI FOR EVER188 OR Y 1000027508 YD. OR LESS OF INSTALLED PAVEMENT, NTH
HO FEWER THAN THREE CORES TAKEN.
N. FIELD DENSITY OF IN-PLACE COMPACTED PAVEMENT MAY ALSO BE DETERMINED BY NUCLEAR METHOD
ACCORDING TO ASTM D 2950 AND CORRELATED WITH ASTM D 1188 OR ASTM D 272&
N. REPLACE COMPACT REMOVE DO N
REPLACE OR GST LL ADDITIONAL ASPHALT SHOT-MIXASPHALT E CORE TESTS WERE TEST RESULTS OR
MEASUREMENTS INDICATE THAT IT DOR NOT COMPLY WITH SPECIFIED REQUIREMENTS,
CONCRETE PAVING:
A GENERAL
I. CONCRETE PAYING SECTION INCLUDES DRIVEWAYS, ROADWAYS PARKING LOTS, C1R8S AND GUTTERS, WALKS AND
CONCRETE APRONS
2 ACTION SUBMITTALS
L PRODUCT DATA FOR EACH TWE O PRODUCT INDICATED.
IL OTHER ACTION SUBMITTALS
DESIGN MIXTURES: FOR EACH CONCRETE PAYING MIXTURE INCLUDE ALTERNATE DESIGN
MIXTURES WHEN CHARACTERISTICS OF MATERIALS PROJECT CONDITIONS WEATHER, TEST
RESULTS OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS
b. MATERIAL TEST REPORTS FROM A QUALIFIED TESTING AGENCY INDICATING AND INTERPRETING
TEST RESULTS FOR COMPUANCE OF THE FOLLOWING NTH REWIREMENTS INDICATED, BASED
ON COMPEHENSVE TESTING OF CURRENT MATERIALS
1 OIIAUTY ASSURANCE
L READY -NIX -CONCRETE MANUFACTURER QUALIFICATIONS A FIRM EXPERIENCED IN MANUFACTURING
REALLY -MIXED CONCRETE PRODUCTS AND THAT COMPLIES NTH ASTM C 94/C 94M REQUIREMENTS FOR
PRODUCTION FACILITIES AND EQUIPMENT.
9. ACI PUBLICATIONS: COMPLY NTH ADI 301 (ADI 301) UNLESS OTHERWISE INDICATED,
M. HANDICAP STANDARDS PROVIDE RAMPS INDICATED FOR HANDICAP ACCESS IN ACCORDANCE NTH ANSIA117 AND FEDERAL AMERICANS WATH DMABLITIR ACT (ADA).
B. PRODUCTS
L STER REINFORCEMENT
1. RECYCLED CONTENT, POST CONSUMER RECYCLED CONTENT PWS ONE-HALF OF PRECONSUMER
RECYCLED CONTENT NOT LESS THAN 25 PERCENT.
R
PLAIN -STEEL WELDED "RE
REINFORCEMENT: ASTM A 785/A 185M, FABRICATED FROM AS -DRAWN
STEEL WARE INTO FLAT SHEETS.
RL DEFORMED -STEEL WELDED WIRE REINFORCEMENT ASTM A 497/A 497MI, FLAT SHEET,
N. REINFORCING BARS: ASTM A 815/A 815M, GRADE 60 ((FADE 420): DEFORMED
PLAIN -STEL WIRE: ASTM A 82/A 82M, AS DRAWN.
N. DEFORMED -STEEL WIRE: ASTM A 496/A 496M.
CONCRETE PAYING ( CONT 1
b. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO AT POINT OF PLACEMENT: 0.43.
SLUMP WR: 5 INCHES (125 MM), PLUS OR MINUS 1 INCH (25 MM).
R. CHEMd. AIR CONTENT: 5.5 PERCENT PLUS OR T.
ICAL ADMIXTURES- USE ADMIXTURES ACCORDING TO TO MANUFA1,5 ACCTURER'S WRITTEN INSTRUCTIONS
7. CONCRETE MIXING
1. READY -MIXED CONCRETE: MEASURE. BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE
ACCORDING To ASTM C 94/C 94M. FURNISH BATCH CERTIFICATES FOR EACH BATCH DISCHARGED
AND USED IN THE WgIC
B. EXECUTION
1. EXAMINATION D PREPARATION
PROOF -ROLL PREPARED SUBBASE SURFACE BELOW CONCRETE PAYING TO IDENTIFY SOFT POCKETS
AND AREAS OF EXCESS YIELDING.
L REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY BEFORE PLACING
CONCRETE.
2. EDGE FORMS D S7REED CONSTRUCTION
I, REOl11TRED UNE3,0SECURE EDGE FORMS, GRADES. AND ElEVATIIONSLA�ALL FORMS S, AND INTERMEDIATE
To CONTINUOUS PROGRESS TO Ss OF
WORK AND 50 FORMS CAN REMAIN IN PUCE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT
ii.
CLEAN FORMS AFTER EACH USE AND COAT WITH FORM -RELEASE AGENT TO ENSURE SEPARATION
FROM CONCRETE WOHOUT DAMAGE
3. STEEL REINFORCEMENT
1. GENERAL: COMPLY NTH CRS'S 'MANUAL OF STANDARD PRACTICE' FOR FABRICATING, PLACNG, AND
SUPPORTING REINFORCEMENT.
4. JOINTS
L GENERAL FORM CONSTRUCTION. ISOLATION, AND CONTRACTION JOINTS AND TOOL EDGES TRUE TO
UNE. 07H FACES PERPENDICUETo PLANE OF CONCRETE.
JOINTS AT RIGHT ANDES TOCENTERLINERFACE UNLESS OTHERWISE INDCAI TED0giS7RUCT TRANSVERSE
il. CONSTRUCTION JOINTS SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAYING
AND AT LOCATIONS WHERE PAYING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR
UNLESS PAYING TERMINATES AT ISOLATION JOINTS
JR.
ISOLATION JOINTS: FORM ISOLATION JOINTS OF PREFORMED JOINT -FILLER STRIPS ABUTTING
CC NCRETE INDICATED.
CATCH BASINS MANHOLES, INLETS STRUCTURES, OTHER FIXED OBJECTS, D
1'.
. CONTRACTION JOINT&' FORM WEAKENED -PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO
AREAS AS INDICATED, CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST
ONE-FOURTH OF THE CONCRETE 7HICKNESS.
I EDGING: AFTER INITIAL FLOATING TOOL EDGES OF PAYING. GUTTERS CURBS D JOINTS IN
CONCRETE NTH AN EDGING TOOL TO A 1/4 -NCH (6 -MM) RADIUS REPEAT TOOLING OF EDGES
AFTER APPLYING SURFACE FINISHES ELIMINATE EDGING -TOOL MARKS ON CONCRETE SURFACE
51 CONCRETE PLACEMENT SUBBASE
R- COMPLY NTHAC 301 AC 301 ) REIN RI EMENTSTO PROVIDE A UNIFORM EFOORR MEASURING. MI NG, T TIME TRANSPORTINGG, CRETE IS PLACING
D CONSOLIDATING CONCRETE.
W. DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSEJOINTS DO
NOT PUSH OR DRAG CONCRETE INTO PUCE OR USE VIBRATORS TO MOVE CONCRETE INTO PUCE
N SCREED PAYING SURFACE NTH A STRAIGHTEDGE AND STRIKE OFF.
I COMMENCE INITIAL FLOATING USING BULL FLOATS OR DARBIR TO IMPART AN OPEN -TEXTURED AND
UNIFORM SURFACE PLANE BEFORE EXCESS MOISTURE OR BLEED WATER APPEARS ON THE SURFACE
DO NOT FURTHER DISTURB CONCRETE SURFACES BEFORE BEGINNING FINISMNG OPERATIONS OR
SPREADING SURFACE TREATMENTS.
6, CONCRETE PROTECTION AND DURING
I, GENERAL PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING D EXCESSIVE COLD
OR HOT TEMPERATURES
R. COMPLY NTH ADI 306,1 FOR COLD -WEATHER PROTECTION,
SIL EVAPORATION RETARDER: APPLY EVAPORATION RETARDER TO CONCRETE SURFACES IF HOT, DRY, OR
WINDY CONDITIONS CAUSE MOISTURE LASS APPROACHING 0.2 LB/50. FT. X H (1 KG/50. M % H)
BEFORE AND DURING FINISHING OPERATIONS APPLY ACCORDING TO MANUFACTURER'S WRITTEN
INSTRUCTIONS AFTER PLACOW S[REEDNG, AND BULL FLOATING OR DARE IMG CONCRETE BUT BEFORE
FLOAT FINISHING.
N. BEGIN CURING AFTER FINING CONCRETE BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM
CONCRETE SURFACE
Y. WRING METHODS: CURE CONCRETE By MOISTURE CURING MOISTURE -RETAINING -COVER CURING.
WRING COMPOUND. OR A COMBINATION O THESE.
A PENETRATING,ANT-SPALLANG SEALER TREATMENT: APPY COMPOUNDS TO CLEAN. DRY CONCRETE
SURFACES FTSE OF ON- DIRT. AND OTHER FOREIGN MATERIAL ACCORDING TO MANUFACTURER'S
SPECIFICATIONS. SEALER TO BE APPLIED TO ALL EXTERIOR CONCRETE PAVING AND CIRRBS AFTER
CONCRETE HAS CURF.p 28 DAYS.
7. PAYING TOLERANCES
I, COMPLY NTH TOLERANCES N ACI 117 AND AS FOLLOWS:
ELEVATION: 3/4 NOH (19 MM).
b. THICKNESS PLUS 3/8 INCH (10 MM), MINUS 1/4 INCH (6 MM).
C. SURFACE: GAP BELOW 10 -FOOT- (3-M-) LONG, UNLEVELED STRAIGHTEDGE NOT TO
EXCEED 1/2 NCH (13 MN),
N
d. JOINT SPACING: 3 INCHES (75 MM).
a CONTRACTION JOINT DEPTH: PLUS 1/4 INCH (6 MM), NO MINUS.
F.
JOINT WIDTH: PWS 1/8 INCH (3 MM), NO MINUS.
II. APPY PANT NTH MECHANICAL EQUIPMENT TO PRODUCE MARKINGS OF DIMENSONS INDICATED NTH
UNIFORM, STRAIGHT EDGES APPLY AT MANUFACTURER'S RECOMMENDED RATES TO PROVIDE A
MINIMUM WET FILM THICKNESS OF 15 MILS (0,4 MM).
& REPAIRS D PROTECTION
I. REMOVE AND REPLACE CONCRETE PAYING THAT IS BROKEN, DAMAGED, OR DEFECTIVE OR THAT
R S IN
DONOT COMPLY NTH REQUIREMENTTHIS SECTION. REMOVE WORK IN COMPETE SECTIONS FROM
DONWI
T TO JOINT UNLESS OTHERWISE APPROVED BY ENGINEER
R PROTECT CONCRETE PAYING FROM DAMAGE EXCLUDE TRAFFIC FROM PAYING FOR Al LEAST 14 DAYS
AFTER PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAYING AS CLEAN AS
POSSIBLE BY REMOVING SURFACE STAINS AND SPILLAGE O MATERIALS AS THEY OCCUR,
m.
MAINTAIN
CONCRETE PAYING FREE OF STAINS. DISCOLORATION, DIRT, AND OTHER FOPOCH MATERIAL
SWEEP PAVING NOT MORE THAN TWO DAYS BEFORE DATE SCHEDULED FOR SUBSTANTIAL COMPLETION
INSPECTIONS
ML DOWEL BARS ASTM A 615/A 615M, GRADE 60 (GRADE 420) PLAN -STEEL BARS DNC COATED
(GALVANIZED) AFTER FABRICATION ACCORDING TO ASTM A 767/A 767M. CLASS
DEMOLITION:
I COATING. CUT BARS
TRUE TO LENGTH NTH ENDS SQUARE AND FREE OF BURRS
'a BAR SUPPORTS BOLSTERS CHAIRS SPACERS AND OTHER DEVICES FOR SPACING SUPPORTING AND
FASTENING REINFORCING FORCI NG BARS, WELDED VIRE REINFORCEMENT, AND DOWELS
A GENERAL
IN PLACE MANUFACTURE
BAR SUPPORTS ACCORDING TO ORS'S 'MANUAL OF STANDARD PRACTICE' FROM STEEL WRE, PLASTIC, OR PRECAST CONCRETE OF GREATER COMPRESSIVE STRENGTH THAN CONCRETE SPECIFIED.
THE CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE, ALL EXISTING STRUCTURES FENCES CONCRETE AND
THE CONT ON SITE. UNLESS NOTED D REPOSE ON THE CONTRACT
2 CONCRETE MATERIALS
L CEMENr"OUS MATERIAL: USE THE FOLLOWING CEMEITITIOUS MATERIALS OF SURE TYPE. BRAND, AND
DRAWINGS
THE CONTRACTOR SHALL PROTECT AND NOT DESTROY PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
.. PO THROUGHOUT PROJECT:
PORTED CEMENT: ASTM C PORTLAND CEMENT TYPE 1.
B. SUMMARY
THIS SECTION REQUIRES RE340VAL D DISPOSAL OFF SITE. OF THE FOLLOWING:
b. FLY ASH: ASTM C 61$ CLASS C OR CUSS F.
S C
120.
IL NORMAL-WEEGHT AGGREGATES A.. GROUND MAMULATED �STN C 333,UNDIFORMLY GRADED, D ASS FOLLSLAG, ASTM C 989 GRADE OWS:
1. ASPHALT PAMONG LOT.
2 MISCELLANEOUS CONCR ETE. STORM SEWER, PLANT MATERIAL UNDERGROUND CONDUITS, SITE LIGHTS. ETC„
LOCATED
LOCATED ON SITE
COMBINED AGGREGATE GRADATION: WELL GRADED FROM COARSEST TO FINEST NTH NOT
MORE THAN 18 PERCENT AND NOT LRS THAN 8 PERCENT RETAINED A INDIVIDUALNEVE,
C. SUBMITTALS
EXPECT THAT NESS THAN 8 PERCENT MAY BE RETAINED ON COARSEST SIEVE D ON NO 50
T
SIEVE, AND LESS 7Hµ 8 PERCENT MAY BE RETAINED ON SIEVES FINER THAN N0.
SUBMIT THE FOLLOWING IN ACCORDANCE NTH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS
1. A PROPOSED SCHEDULE O OPERATIONS COORDINATION FOR SHUTOFF,
b. USE CRUSHED OM COARSE AGGREGATE FOR CONCRETE EXPOSED TO WEATHER
AT
CAPPING, D CONTINUATION O
UTILITY SERVICES AS REWIRED.
m. WATER POTABLE AND COMPLYING NTH ASTM C 94/C 94M.
COMPLYING
N. NR-ENTRNNING
2 PROVIDE A DETAILED SEQUENCE AND SCHEDULE O DEMOLITION AND REMOVAL WORK TO BE
ADMIXTURE: ASTM C 26M
v. CHEMICAL ADMIXTURE ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER
ADMIXTURES AND TO CONTAIN NOT MOE THAN 0.1 PERCENT WATER-SOLUBLE CHLORIDE
COMPLETED.
D. JOB CONDITIONS
O CEMEJERE S MATERIAL INS BY MASS
N. NOTE ERE G.ASS A B. OR C CONCRETE IS REFERENCE IN PLIES OR SPECIFICATIONS THE CLAM IS
I. SALVAGED MATERIALS ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM STRUCTURE AS
T
WORK PROGRESSES TRANSPORT SALVAGED ITEMS FROM THE SITE AS THEY ARE REMOVED.
A
IN
AS DEFINED IH Aq 347-04.
L STORAGE R SAE OF REMOVED ITEMS WILL NOT GE PERMITTED SITE.
3. CURING MATERIALS
2 EXPOSVES: USE O ANY TYPE OF EXPLOSIVES WALL NOT BE PERMITTED.
3. TRAFFIC CONDUCT DEMOLITION OPERATIONS D REMOVAL O DEBRIS TO ENSURE
I. ABSORPTIVE COVER: AASHTO M 182. CLASS 3, BURLAP CLOTH MADE FROM JUTE OR KENAF, WEIGHING
MINIMUM INTERFERENCE NTH
ROADS STREETS, WALKS AND 074 M ADJACENT OCCUPIED AND USED FACILITIES.APPROXIMATDS
8. ELY 9 OZ./SG YD. (305 G/SQ. M) DRY.
MOISTURE-RETAINING COVER: ASTM C 171, POLYETHYLENE FILL OR WHITE BURLAP -POLYETHYLENE
L 00 NOT CLOSE OR OBSTRUCT ROASTREETS WALKS OR OTHER OCCUPIED OR USED FACILITIES
WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES
SHEET,
M WATER POTABLE
AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY GOVERNING AUTHOITIE
4, PfROTECTICNS ENSURE SAFE PASSAGE O PERSONS AROUND
IY. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR, FILM FORMING MANUFACTURED FOR
APPLICATION TO FRESH CONCRETE
AREAS O DEMOLITION. CONDUCT OPERATIONS TO
PREVENT DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, AD OTHER FACILITES AND INJURY TO PERSONS
5. DAMAGES PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT
I CLEAR, WATERBORNE, MEMBRANE -FORMING CURING COMPOUND: ASTM C 309, TYPE 1. CLASS B,
DISSPATNG
FACILITIES BY DEMOLITION OPERATIONS
&UTILITY SERVICES MAINTAIN EXISTING UTILITIES TO STAY IN SERVICED PROTECT AGAINST DAMAGE DURING
DENOUTION OPERATIONS DISCONNECT, CAP D REMOVE UnUTY SERVICES
N. WHITE, WATERBORNE. MEMBRANE -FORMING CURING COMPOUND: ASTM C 309, TYPE 2. GLASS B,
DISSIPATING
PER LOCAL REOUREMENTS. DO NOT
START DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE BEEN COMPLETED TO THE SATISFACTION OF
LOCAL UTILITIES
4. FIBER REINFORCEMENT
E DEMOUTION
I. FIBROUS REINFORCEMENT: 1001 VIRGIN HOMOPOLYMER POLYPROPYLENE MULTIFILAMENT FIBERS FOR
ELOG -GRA E
BELOW-GRADECONSTRUCTION: DEMOLISH FOUNDATION D
1O BEILOW-GRADE TRUTI
SECONDARY
OLEFIN MATERIALS ECONDARY REINFORCEMENT NFORCEYENT CONCRETE, ASTM C 118, TYPE ISI. SHALL CONTAIN NO REPROCESSED
IOTHER
SLABS DEPTH NOT LESS THAN NCHES BELOW LOWEST LLIEL
2 FILLING VOIDS: COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING
PR
NSUBJECT TO COMPUANCE VATH
MTS 150: PROPEX CONCRETE SYSTEMS REQUIREMENTS,G E OF THE FOLLOYANQ
MIC
FROM DEMOUTIO/ STRUCTURE
ATERIALS
F. DISPOSALGENERAL �WEEKED
STEALTH FlDBER MICRO REINFORCEMENT:
S CONCRETE SYSTEMS OR APPROVED EQUAL
REMOVE �Y FROM SITE ACCUMULATED DEBRIS RUBBISH µ0 OTHER MATERIALS RESULTING FROM
GENOU ERALTION OPERATIONS
5. RELATED MATERIALS
L JOINT FILLERS: ASTM 0 1751, ASPHALT -SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK OR
2. REMOVAL TRANSPORT MATERIALS REMOVED FROM DEMOLITION OPERATIONS D LEGALLY DISPOSE O OFF-STE
SELF -EXPANDING CORK IN PREFORMED STRIPS
IL PENETRATING ANTI-SPAWNG SEALER: THE SEALER SHALL BE A SILANE WATER BASED COMPOUND
WHICH HAS A 961 CHLORIDE -ION SCREEN AND A REPELLENCY FACTOR O
921 WHEN TESTED IN
ACCORDANCE NTH NCHRP 02". TEST METHOD. IN ADDITION. THE SEALER -TREATED CONCRETE
MUST EXHIBIT NO SCALING WIZEN EXPOSED To 120 CYCLES OF FREEZING-AND-THANNG
IN
ACCORDANCE NTH ASTM C 872.
a. PRODUCTS SUBJECT TO COMPLIANCE WITH REQUIREMENTS PROVIDE ONE O THE
FOLLOWING 'WEATHER WORKER HEAVY-DUTY WB (J-27 WB)': DAYTON SUPERIOR CORP..
'ENNROSEAL 20'; HYDROZO 'PENTANE
SANITARY & WATER SP DIEL An ON NOTE,
INCORP., WB'; L or M CONSTRUCTION CHEMICALS, INC.
S. CONCRETE MIXTURES
1. REFER TO CLAY TOWNSHIP REGIONAL WASTE
L PREPARE OMIXTURES PROPORTIONED ACCORDING TO ADI 301 (ADI 301M), WITH THE
DISTRICT LATEST EDITION OF STANDARDS AND
FOLLOWING
ING PROPERTIES
SPECIFICATIONS FOR FOR SANITARY SEWER.
aCOMPRESSIVE STRENGTH (28 DAYS} 4000 PSI (27.6 MPA).
2. REFER CITY O CARMEL WATER LATEST EDITION
O STANDARDS AND SPECIFICATIONS FOR WATER_
HAND, INC,
(HAMILTON COUNTN
AREA
NEIGHBORHOOD
DEVELOPMENT)
347 South 8th Street, Suite A
Noblesville, Indiana 46060
M.
w
O AMERICAN,
M■STRUCTUREPOINT
0 n_
0
7260 ShadelaM SG - I lndian W'., hchl u 462SI
TEL 317.U7 5580 I FAX 317.543.0270
rww. VUCwrceomc
HOME PLACE
HOUSING
EAST 105TH STREET 8L
MCPHERSON STREET
CARMEL, INDIANA 46248
CERTIFIED BY
ISSUANCE INDEX
DATE:
0 311 712 01 7
PROJECT PHASE:
REVISION SCHEDULE
NO. I DESCRIPTION I DATE
-
_,L_ TAC COMMENTS 5/10/201
Project Number 2016.00348
SPECIFICATIONS
C003