HomeMy WebLinkAbout201201436.CE.Final Construction Documents.2013-10-18-030�
c�
�
�
U
�
�
0
a°o
U
�
�
�i
U
�
�
0
N
�
N
�
�
z
Q
�
J
>
U
/
�
z
�
�
0
0
/
�
�
%
N
0
/
�
..
J
�
�
z
�
�
0
�
�
0
�
�
m
0
�
0
w
�
Q
0
�
�
0
I
0
I
N
�
0
N
. .
�
0
�
�o
�w
\
�
\�
o�
..
ww
�J
aQ
o�
��
z
�o
��
�
CITY OF CARMEL PAVING POLICY
1) GEN ERAL
A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE
PRODUCTION, HAULING/DELIVERY, SPREADING, FINISHING, COMPACTION AND OTHER
WORK NECESSARY TO PREPARE FOUNDATIONS, INSTALL AGGREGATE BASES AND INSTALL
ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT
MIXTURES WITHIN EXISTING OR PROPOSED RIGHT-OF-WAY FOR ROADWAYS, AUXILIARY
LANES AND ASPHALT MULTI-USE PATHS.
B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY.
FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN
NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY.
C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO
THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF
TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT
WHERE DEVIATIONS ARE ALLOWED HEREIN, OR VARIANCES ARE GRANTED.
D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING
CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL
APPLY.
E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION
DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER
STANDARDS SHALL APPLY.
F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND
CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING
PETI TI ON S TO APPROPR I ATE GOVERN I N G BOD I ES FOR VAR I AN CES FOR ALTERN ATI VES
WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY
OTHER AGENCIES WITH CONCURRENT JURISDICTION.
G) ALL WORK SH ALL COM PLY WI TH TH E REQU I REM EN TS OF SECTI ON 105.03 OF TH E
STANDARD SPECIFICATIONS.
H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS
POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN:
b) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER
PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY
BE RETAINED TO REPRESENT THE CITY OF CARMEL.
i i) TH E H AM I LTON COU N TY H I GH WAY EN G I N EER, STAFF OF TH E H AM I LTON COU N TY
HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR
AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY
H I GH WAY, DEPEN D I N G ON TH E LOCATI ON OF TH E WORK.
I) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE
STANDARD SPECIFICATIONS.
J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL
CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK.
K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED
BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS
BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING.
2) FOU N DATI ON
A) GENERAL
i) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION
IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.
B) EXCAVATION AND EMBANKMENT
i) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY
CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT
BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE
PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD
SPEC I FI CATI ON S. ALL TOPSO I L, VEGETATI ON, ROOTS, STU M PS, FR I ABLE AN D
DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE
SLOPE STAKES.
ii)EXCAVATIONS
(1) AFTER EXCAVATI ON OPERATI ON S, ALL SPON GY AN D YI ELD I N G M ATER I AL TH AT
DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE
LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND
COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
(2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING
AFTER EXCAVATI ON OPERATI ON S SH ALL BE REFI LLED WI TH SU I TABLE M ATER I AL AN D
COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
iii) EMBANKMENTS
(1) EM BAN KM EN TS SH ALL BE CON STRU CTED I N ACCORDAN CE WI TH SECTI ON 203 OF
THE STANDARD SPECIFICATIONS.
(2) ALL SPON GY AN D YI ELD I N G M ATER I AL TH AT DOES N OT READ I LY COM PACT SH ALL
BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT
OPERATIONS.
(3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING
AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED
WI TH SU I TABLE M ATER I AL AN D COM PACTED I N ACCORDAN CE WI TH SECTI ON 203 OF
THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS.
(4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND
SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE
U PPER 6- I N CH ES SH ALL BE COM PACTED I N ACCORDAN CE WI TH SECTI ON 203 OF TH E
STANDARD SPECIFICATIONS.
(5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED
TO PREVENT EROSION.
(6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH,
COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE
WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
C) SOIL SUBGRADES
i) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE
WI TH SECTI ON 2(A) AN D SECTI ON 2(B) OF TH I S POLI CY AN D ON LY TH E I N STALLATI ON
OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED.
TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH
THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS.
ii)THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM
ALL RU TS, CORRU GATI ON S, OR OTH ER I RREGU LAR I TI ES.
iii) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN
ACCORDAN CE WI TH SECTI ON S 207.02, 207.03 AN D 207.04 OF TH E STAN DARD
SPECIFICATIONS.
iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY
AGGREGATE BASE OR HOT MIX ASPHALT PAVEMENTS ARE CONSTRUCTED. A PROOFROLL
SH ALL BE CON DU CTED I N ACCORDAN CE WI TH SECTI ON 203.26 OF TH E STAN DARD
SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION
OF THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVING
OPERATIONS COMMENCE.
v) AT TH E D I SCRETI ON OF TH E EN G I N EER, SU BGRADE TH AT H AS SATI SFACTOR I LY PASSED
A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR
TO PLACING STONE OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING
STONE, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE
AGGREGATE BASE.
D) EXISTING PAVEMENT
i) MILLING OF EXISTING PAVEMENT SURFACES SHALL BE IN ACCORDANCE WITH SECTION
306.02, 306.03, 306.05, 306.07 AN D 306.08 OF TH E STAN DARD SPEC I FI CATI ON S.
ii)LOCALIZED WEAK AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING
THE M I LLI NG PROCESS SHALL BE REPAI RED I N ACCORDAN CE WI TH SECTI ON 304.02,
304.03, 304.05 OR 305 OF THE STANDARD SPECIFICATIONS.
iii) PRIOR TO OPENING MILLED AREAS TO TRAFFIC, THE MILLED AREAS SHALL BE
CLEANED OF ALL MATERIAL, DEBRIS AND DUST RESULTING FROM THE OPERATION.
iv) MILLED AREAS THAT REMAIN OPEN TO TRAFFIC LONGER THAN THOSE TIMES
STI PU LATED I N SECTI ON 306.05 OF TH E STAN DARD SPEC I FI CATI ON S SH ALL BE
SUBJECT TO LIQUIDATED DAMAGES OUTLINED IN SECTION 306.05 OF THE STANDARD
SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF THESE
LI QU I DATED DAMAGES.
3) AGGREGATE BASES
A) GENERAL
i) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARED
SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD
SPECIFICATIONS.
i i) AGGREGATE BASE M ATER I ALS SH ALL BE I N ACCORDAN CE WI TH SECTI ON 301.02 OF TH E
STANDARD SPECIFICATIONS.
iii) THE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN
ACCORDAN CE WI TH SECTI ON 917 OF TH E STAN DARD SPEC I FI CATI ON S.
iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED T0, AND
ON, TH E WORK S I TE I N A M AN N ER TH AT M I N I M I ZES SEGREGATI ON AN D M 01 STU RE LOSS.
v)AGGREGATE BASES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO
TH I CKN ESSES EQU AL OR GREATER TH AN TH OSE I N D I CATED ON TH E APPROVED
CONSTRUCTION DOCUMENTS.
B) TEMPERATURE AND SEASONAL LIMITATIONS
i) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE
LI M I TATI ON S OF SECTI ON 301.04 OF TH E STAN DARD SPEC I FI CATI ON S.
ii)FROZEN MATERIAL SHALL NOT BE PLACED.
iii) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER
30 I N ORDER TO ALLOW PAVI N G I N ACCORDAN CE WI TH SECTI ON 4C( I V) OF TH I S POLI CY.
C) PREPARATION
i) THE PREPARED FOUNDATION SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN
MATERIALS AT THE TIME OF PLACEMENT.
ii)THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH
SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE
AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS
POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE
ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED.
D) SPREADING AND FINISHING
i) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF
THE STANDARD SPECIFICATIONS.
ii)THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06
OF THE STANDARD SPECIFICATIONS.
iii) SUBSEQUENT PAVING COURSES SHALL BE PLACED OVER THE AGGREGATE BASE
WI TH I N 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PER I OD OF
TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT
PRIOR TO THE PLACEMENT OF SUBSEQUENT PAVING COURSES SHALL BE SUBJECT TO
INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE
ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED.
4) ASPHALT PAVEMENT
A) GENERAL
i) THIS WORK SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BASE,
INTERMEDIATE, OR SURFACE HOT MIX ASPHALT (HMA) MIXTURES ON A PREPARED
FOU N DATI ON I N ACCORDAN CE WI TH SECTI ON 105.03 OF TH E STAN DARD
SPECIFICATIONS.
ii)HMA BASE, INTERMEDIATE, OR SURFACE MIXTURES SHALL BE CONSTRUCTED ON
PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE
INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.
iii) MATERIALS USED IN THE PRODUCTION OF THE HMA MIXTURES SHALL BE IN
ACCORDAN CE WI TH SECTI ON 401.03 OF TH E STAN DARD SPEC I FI CATI ON S.
iv) EQUIPMENT FOR HMA OPERATIONS, INCLUDING BUT NOT LIMITED TO PRODUCTION,
H AU LI N G/TRAN SPORTATI ON, LAYDOWN, COM PACTI ON AN D M I SCELLAN EOU S/AN C I LLARY
ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 409 OF THE STANDARD
SPECIFICATIONS.
v)INSTALLATION OF THE FULL PAVEMENT SECTION INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS FOR THE ENTIRE AREA TO BE PAVED MUST BE COMPLETED
IN THE SAME PAVING SEASON.
vi) WIDENING OPERATIONS SHALL COMPLY WITH THE FOLLOWING:
(1) TH E OU TS I DE FACE OF TH E EXCAVATED AREA SH ALL BE LEFT AS N EARLY VERTI CAL
AS THE NATURE OF THE MATERIAL WILL PERMIT AND NOT WIDER THAN THE OUTSIDE
LIMITS OF THE WIDENING SECTION.
(2) THE EXISTING PAVEMENT ADJACENT TO THE WIDENING AREA SHALL BE SAWCUT TO
A CLEAN EDGE.
(3) THE SUBGRADE IN THE WIDENED AREA SHALL BE COMPACTED IN ACCORDANCE
WITH THIS POLICY.
(4) WIDENING MIXTURES SHALL COMPLY WITH THE PAVEMENT SECTION INDICATED ON
THE APPROVED CONSTRUCTION DOCUMENTS.
(5) COMPACTION OF THE WIDENING SHALL BE IN ACCORDANCE WITH SECTION 304.05
OF THE STANDARD SPECIFICATIONS.
B) PREPARATION
i) THE AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN
ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR
TO PLAC I N G TH E H M A COU RSES I N ACCORDAN CE WI TH SECTI ON 3D( I I I) OF TH I S POLI CY.
U N ACCEPTABLE AREAS SH ALL BE CORRECTED TO TH E SATI SFACTI ON OF TH E EN G I N EER
BEFORE ANY PAVING OPERATIONS COMMENCE.
ii)ALL DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED PRIOR
TO PLACING HMA MIXTURES.
iii) MILLED ASPHALT SURFACES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406
OF THE STANDARD SPECIFICATIONS.
iv) ASPHALT SURFACES BETWEEN COURSES SHALL BE TACKED IN ACCORDANCE WITH
SECTION 406 OF THE STANDARD SPECIFICATIONS.
v)CONTACT SURFACES OF CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES
SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD
SPECIFICATIONS.
vi) SURFACES ON WHICH A MIXTURE IS PLACED SHALL BE FREE FROM OBJECTIONABLE
..OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT.
vii) TACK COAT MATERIAL SHALL BE DISTRIBUTED WITH EQUIPMENT MEETING THE
REQU I REM EN TS OF SECTI ON 409.03(A) OF TH E STAN DARD SPEC I FI CATI ON S.
C) WEATH ER AN D SEASON AL LI M I TATI ON S
i) HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND THE
TEMPERATURE OF THE SURFACE ON WHICH IT IS TO BE PLACED IS 45°F (7°C) OR
ABOVE. THE ENGINEER SHALL DETERMINE THE AMBIENT TEMPERATURE. THERE SHALL
BE NO PROVISION FOR LOW TEMPERATURE COMPACTION ALLOWED BY SECTION 402.16
.. OF THE STANDARD SPECIFICATIONS.
ii)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE.
iii) UNDER NO CIRCUMSTANCES SHALL HMA MIXTURES BE PLACED BETWEEN DECEMBER
15 AN D M ARCH 30.
iv) IF A FOUNDATION THAT IS TO RECEIVE ONE OR MORE COURSES OF BASE,
INTERMEDIATE, OR SURFACE HMA MIXTURES IS PLACED AND DETERMINED TO BE AN
APPROVED FOUNDATION BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF HMA
COURSES WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND
FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION
4C( I) OF TH I S POLI CY AN D TH E PAVI N G CON TRACTOR PAY FOR TH E SER VI CES OF A
FU LL TI M E CON STRU CTI ON I N SPECTOR AN D WH 0 SH ALL ACT AS AN AU TH OR I ZED AGEN T
OF TH E EN G I N EER. TH E EN G I N EER SH ALL SELECT TH E CON STR U CTI ON I N SP ECTOR.
v)IF THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE
REQU I REM EN TS OF SECTI ON 4C( I) OF TH I S POLI CY BETWEEN APR I L 1 AN D APR I L 15,
HMA COURSE SHALL BE ALLOWED TO BE PLACED ON AN APPROVED FOUNDATION
PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME
CON STRU CTI ON I N SPECTOR AN D WH 0 SH ALL ACT AS AN AU TH OR I ZED AGEN T OF TH E
EN G I N EER. TH E EN G I N EER SH ALL SELECT TH E CON STR U CTI ON I N SP ECTOR.
vi) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL PAVING OPERATIONS IF, IN
THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE
CONDITION OF THE SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN
SUBSTANDARD HMA PLACEMENT, SPREADING AND FINISHING.
D) SPREADING AND FINISHING
i) HMA COURSES SHALL BE PLACED UPON AN APPROVED FOUNDATION OR OTHER HMA
COURSE BY MEANS OF LAYDOWN EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(C)
OF THE STANDARD SPECIFICATIONS.
ii)SEGREGATION OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE PERMITTED.
CORRECTI VE ACTI ON SH ALL BE TAKEN TO PREVEN T CON TI N U ATI ON OF TH ESE
CONDITIONS. SEGREGATED OR FLUSHED OR BLEEDING HMA MIXTURES SHALL BE
... REM OVED I F D I RECTED.
iii) ALL AREAS SHOWING AN EXCESS OR DEFICIENCY OF BINDER SHALL BE REMOVED
AND REPLACED.
iv) ALL HMA MIXTURES THAT BECOME LOOSE AND BROKEN, MIXED WITH DIRT, OR IS IN
ANY WAY DEFECTIVE SHALL BE REMOVED AND REPLACED.
E) JOINTS
i) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 401.15 OF THE STANDARD
SPECIFICATIONS.
F) COMPACTION
i) THE HMA MIXTURE SHALL BE COMPACTED WITH EQUIPMENT IN ACCORDANCE WITH
SECTI ON 409.03(D) OF TH E STAN DARD SPEC I FI CATI ON S I M M ED I ATELY AFTER TH E
MIXTURE HAS BEEN SPREAD AND FINISHED.
ii)ROLLERS SHALL NOT CAUSE UNDUE DISPLACEMENT, CRACKING, OR SHOVING.
5) I N SPECTI ON S
A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT
TO I N SPECTI ON PER SECTI ON 105.10 OF TH E STAN DARD SPEC I FI CATI ON S FOR TH E
PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH
THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.
B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE
OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY.
C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF
48-HOURS IN ADVANCE OF SUCH PROOFROLLS.
D) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE
REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER
FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE
WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND
TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD
SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO BE
NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER.
E) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH
STANDARDS OF QUALITY OR THICKNESS, PAVEMENTS SHALL BE CORED AND TESTED AT
TH E EXPEN SE OF TH E CON TRACTOR. TH E AVERAGE TH I CKN ESSES OF ALL COU RSES M U ST
EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION
DOCUMENTS, AND NO SINGLE CORE SHALL SHOW A DEFICIENCY GREATER THAN ONE HALF
I N CH (1 /2") I N AN Y COU RSE OR TOTAL TH I CKN ESS FROM TH E PAVEM EN T SECTI ON
INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.
F) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS'
ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND
RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE
ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE
THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS,
FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE
CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF
CON STR U CTI ON, N OR FOR SAFETY ON TH E JOB S I TE.
G) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED
CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR
WORKM AN SH I P, U SE OF DEFECTI VE M ATER I ALS, DAM AGE TH ROU GH CARELESSN ESS, OR
ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK,
SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE
CONTRACTOR'S EXPENSE.
H) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE
PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE
UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE
UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES
DUE OR TO BECOME DUE.
I) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE
CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT
IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER.
6) ACCEPTANCE
A) BEFORE ACCEPTAN CE OF AN Y PH ASE OF CON STRU CTI ON, TH E EN G I N EER SH ALL
DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY
(EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION
DOCUMENTS
B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN
CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD
GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING
REQUIREMENT.
CITY OF CARMEL CURBING POLICY
1) GEN ERAL
A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE
PRODUCTION, HAULING/DELIVERY, EXCAVATION FOR, PLACING, INSTALLATION, JOINTING,
CURING, FINISHING, AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS AND SOIL
SUBGRADES, INSTALL AGGREGATE BASES AND INSTALL CONCRETE CURBING WITHIN
PROPERTY WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL AND EXISTING OR
PROPOSED RIGHT-OF-WAY.
B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY.
FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN
NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY.
C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM
TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF
TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT
WHERE DEVIATIONS ARE ALLOWED OR SPECIFIED HEREIN, OR VARIANCES ARE GRANTED.
D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING
CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL
APPLY.
E) I F AN Y PLAN OR OTH ER N OTE OR SPECI FI CATI ON ON TH E APPROVED CON STRU CTI ON
DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER
STANDARDS SHALL APPLY.
F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND
CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING
PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES
WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY
OTHER AGENCIES WITH CONCURRENT JURISDICTION.
G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE
STANDARD SPECIFICATIONS.
H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS
POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN:
a) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER
PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY
BE RETAINED TO REPRESENT THE CITY OF CARMEL.
ii)THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY
HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR
AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY
HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK.
I) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE
STANDARD SPECIFICATIONS.
J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL
CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK.
K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED
BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS
BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING.
L)AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POLICY RELATED
TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS
POLICY OUTSIDE OF THE RIGHT-OF-WAY SHALL BE DETERMINED AT THE
PRE-CONSTRUCTION MEETING.
M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCORDANCE
WITH THE CITY OF CARMEL STANDARD DETAILS.
N) UNDER NO CIRCUMSTANCES SHALL MATERIAL OTHER THAN PORTLAND CEMENT
CONCRETE MEETING THE STANDARDS ESTABLISHED BY THIS POLICY BE UTILIZED TO
CONSTRUCT CONCRETE CURBS WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL.
0) UNDER NO CIRCUMSTANCES SHALL EXTRUDED TYPE CURB BE INSTALLED WITHIN THE
CORPORATE LIMITS OF THE CITY OF CARMEL.
2) FOUNDATION
A) GENERAL
i) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION
I N ACCORDAN CE WI TH SECTI ON 105.03 OF TH E STAN DARD SPECI FI CATI ON S.
ii)THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SECTION 605.03(A) OF
THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THIS POLICY.
B) EXCAVATION AND EMBANKMENT
i) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY
CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT
BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE
PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD
SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND
DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE
SLOPE STAKES.
i i) EXCAVATI ON S
(1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT
DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE
LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND
COM PACTED I N ACCORDAN CE WI TH SECTI ON 203 OF TH E STAN DARD SPECI FI CATI ON S.
(2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING
AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND
... COM PACTED I N ACCORDAN CE WI TH SECTI ON 203 OF TH E STAN DARD SPECI FI CATI ON S.
iii) EMBANKMENTS
(1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF
THE STANDARD SPECIFICATIONS.
(2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL
BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT
OPERATIONS.
(3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING
AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED
WI TH SU I TABLE M ATERI AL AN D COM PACTED I N ACCORD AN CE WI TH SECTI ON 203 OF
THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS.
(4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND
SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE
UPPER 6-INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE
STANDARD SPECIFICATIONS.
(5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE
PROTECTED TO PREVENT EROSION.
(6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH,
COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE
WI TH SECTI ON 203 OF TH E STAN DARD SPECI FI CATI ON S.
C) SOIL SUBGRADES
i) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE
WI TH SECTI ON 2(A) AN D SECTI ON 2(B) OF TH I S POLI CY AN D ON LY AFTER TH E
INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE
APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE
COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN
ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS.
ii)THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE
FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES.
iii) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN
ACCORDAN CE WI TH SECTI ON S 207.02, 207.03 AN D 207.04 OF TH E STAN DARD
SPECI FI CATI ON S.
iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY
AGGREGATE BASE OR CONCRETE CURBS ARE CONSTRUCTED. A PROOFROLL SHALL BE
CON DU CTED I N ACCORDAN CE WI TH SECTI ON 203. 26 OF TH E STAN DARD
SPECI FI CATI ON S. U N ACCEPTABLE AREAS SH ALL BE CORRECTED TO TH E SATI SFACTI ON
OF TH E EN GI N EER BEFORE TH E PLACEM EN T OF AN Y AGGREGATE B ASE OR CON CRETE
CURBING.
v)AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED
A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS
PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING OR IS SUBJECT TO A
MEASURABLE RAIN EVENT PRIOR TO PLACING AGGREGATE BASE OR CONCRETE
CURBING, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF
THE AGGREGATE BASE OR CONCRETE CURBING.
3) AGGREGATE BASES
A) GENERAL
i) TH I S WORK SH ALL CON SI ST OF PLACI N G A COM PACTED AGGREGATE BASE ON A
PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD
SPECI FI CATI ON S.
i i) AGGREGATE BASE M ATERI ALS SH ALL BE I N ACCORDAN CE WI TH SECTI ON 301.02 OF TH E
STANDARD SPECIFICATIONS.
iii) THE AGGREGATE BASE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED
AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD
SPECI FI CATI ON S.
iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED T0, AND
ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS.
v)AGGREGATE BASES SHALL BE CONSTRUCTED ON APPROVED SOIL SUBGRADES AND TO
THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS.
B) TEMPERATURE AND SEASONAL LIMITATIONS
i) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE
LI M I TATI ON S OF SECTI ON 301. 04 OF TH E STAN DAR D SPECI FI CATI ON S.
ii)FROZEN MATERIAL SHALL NOT BE PLACED.
iii) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO
NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF
THIS POLICY.
C) PREPARATION
i) THE PREPARED SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN
MATERIALS AT THE TIME OF PLACEMENT.
ii)THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE
WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING
THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF
TH I S POLI CY. U N ACCEPTABLE AREAS SH ALL BE COR RECTED TO TH E SATI SFACTI ON OF
THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED.
D) SPREADING AND FINISHING
i) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF
THE STANDARD SPECIFICATIONS.
i i) TH E AGGREGATE B ASE SH ALL BE COM PACTED I N ACCORDAN CE WI TH SECTI ON 301.06
OF THE STANDARD SPECIFICATIONS.
iii) CONCRETE CURB SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14
CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME
GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT
PRIOR TO THE PLACEMENT OF CONCRETE CURB SHALL BE SUBJECT TO INSPECTION
AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER,
ADDITIONAL PROOF ROLLS MAY BE REQUIRED.
4) CONCRETE CURB
A) GENERAL
i) THIS WORK SHALL CONSIST OF PLACING CONCRETE CURBING ON PREPARED SOIL
SUBGRADES OR AGGREGATE BASES IN ACCORDANCE WITH SECTION 105.03 OF THE
STANDARD SPECIFICATIONS.
ii)CONCRETE CURB SHALL BE CONSTRUCTED ON PREPARED SOIL SUBGRADES OR
AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CITY OF
CARMEL STANDARD DETAILS OR IN ACCORDANCE WITH THE CURBING DETAILS OF THE
... APPROVED CONSTRUCTION DOCUMENTS.
iii) MATERIALS USED IN THE PRODUCTION OF THE CONCRETE FOR THE CURBING
SHALL BE IN ACCORDANCE WITH SECTION 605.02 OF THE STANDARD SPECIFICATIONS.
HIGH EARLY STRENGTH ADMIXTURES MAY BE UTILIZED BUT SHALL NOT BE CONSIDERED
IN WAIVING ANY REQUIREMENTS OF THIS POLICY. FREEZE PROTECTION ADMIXTURES
SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES.
iv) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT
NOT LIMITED TO PRODUCTION, HAULING/DELIVERY, PLACING, INSTALLATION, JOINTING,
CURING, FINISHING AND MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN
ACCORD AN CE WI TH SECTI ON 508 OF TH E STAN DARD SPECI FI CATI ON S.
v)CONCRETE PRODUCTION, MIXING AND HAULING/DELIVERY SHALL BE IN ACCORDANCE
WI TH SECTI ON 502.10 OF TH E STAN DAR D SPECI FI CATI ON S.
vi) INSTALLATION OF THE CONCRETE CURBING INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS SHALL BE COMPLETED IN THE SAME PAVING SEASON.
B) PREPARATION
i) THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF
ROLLS I N ACCORDAN CE WI TH SECTI ON 203.26 OF TH E STAN DARD SP ECI FI CATI ON S JU ST
PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 2C(V) AND
3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE
SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING.
ii)ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR AGGREGATE BASE SHALL
BE REPAIRED PRIOR TO PLACING CONCRETE CURBING.
C) WEATH ER AN D SEASON AL LI M I TATI ON S
i) CONCRETE CURBING SHALL ONLY BE PLACED IN ACCORDANCE WITH SECTION 502.11
OF THE STANDARD SPECIFICATIONS WITH THE EXCEPTION THAT PLACEMENT
OPERATIONS SHALL NOT BEGIN UNTIL THE AMBIENT TEMPERATURE IS 50°F AND RISING.
PLACEMENT OPERATIONS SHALL BE DISCONTINUED WHEN THE AMBIENT TEMPERATURE
IS DESCENDING AND IS 50°F OR BELOW. AT THE DISCRETION OF THE ENGINEER,
CONCRETE MAY BE PLACED AT AMBIENT TEMPERATURES LESS THAN NOTED ABOVE
PROVIDED THAT PLACEMENT, JOINTING, FINISHING AND CURING OPERATIONS CONFORM
TO SECTIONS 502.11 AND 702.11 OF THE STANDARD SPECIFICATIONS.
ii)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE.
iii) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACED BETWEEN
DECEMBER 15 AND MARCH 30.
iv) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WHICH CONCRETE CURB IS TO
PLACED, IS PLACED AND APPROVED BY THE CITY PRIOR TO NOVEMBER 30,
PLACEMENT OF THE CONCRETE CURB WILL BE ALLOWED UP TO DECEMBER 15,
PROVIDED THAT THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE
TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY
AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME
CON STRU CTI ON I N SPECTOR AN D WH 0 SH ALL ACT AS AN AU TH ORI ZED AGEN T OF TH E
EN GI N EER. TH E EN GI N EER SH ALL SELECT TH E CON STRU CTI ON I N SP ECTOR.
v)IF THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE
COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY BETWEEN APRIL
1 AND APRIL 15, CONCRETE CURB SHALL BE ALLOWED TO BE PLACED ON AN
APPROVED SOIL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING
CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND
WH 0 SH ALL ACT AS AN AU TH ORI ZED AGEN T OF TH E EN GI N EER. TH E EN GI N EER SH ALL
SELECT TH E CON STRU CTI ON I N SPECTOR.
vi) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL CONCRETE CURB
PLACEMENT OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING
WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THE
AGGREGATE BASE MAY RESULT IN SUBSTANDARD CONCRETE CURB PLACEMENT,
CURING AND FINISHING.
D) PLACEMENT
i) CONCRETE CURB SHALL BE PLACED IN ACCORDANCE WITH SECTION 502.09, 502.12
AND 605.04(C) AND 605.04(D) OF THE STANDARD SPECIFICATIONS.
ii)CURB MACHINES MAY BE UTILIZED IN ACCORDANCE WITH SECTION 605.04(C) AND
605.04(H) OF THE STANDARD SPECIFICATIONS PROVIDED THAT THE EQUIPMENT
CONFORMS TO THE REQUIREMENTS OF SECTION 508 OF THE STANDARD
SPECI FI CATI ON S.
iii) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(B) OF
THE STANDARD SPECIFICATIONS.
iv) FORMS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 502.16 AND 605.04(B)
OF THE STANDARD SPECIFICATIONS.
E) JOINTS
i) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 605.04(E) OF
THE STANDARD SPECIFICATIONS.
ii)JOINTS SHALL BE INSTALLED AT INTERVALS OF 10-FEET OR LESS; 5-FOOT OR LESS
ALONG RADII. JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE
SAME LOCATION AS THE JOINTS IN THE ADJOINING SIDEWALK. JOINTS MAY BE SAWED
OR TOOLED TO A MINIMUM DEPTH OF ��-INCH.
iii) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF 50-FEET OR
LESS, AT ALL CASTINGS, THE BEGINNING AND END OF ALL CURB RETURNS, THE END
OF EACH DAYS WORK AND WHERE ABUTTING EXISTING CONSTRUCTION. IN ADDITION TO
THESE REQUIREMENTS, EXPANSION JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL
BE LOCATED AT THE SAME LOCATION AS THE EXPANSION JOINTS IN THE ADJOINING
SIDEWALK.
F) FINISHING AND CURING
i) THE CONCRETE CURB SHALL BE FINISHED AND CURED IN ACCORDANCE WITH SECTION
.. 502.14, 502.15, 504 AN D 605.04(F) OF TH E STAN DARD SPECI FI CATI ON S.
ii)CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES ON SLIP-FORMED
CONCRETE CURB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL BE
APPLIED TO ALL EXPOSED SURFACES INCLUDING SIDES AFTER ANY FORMS ARE
... REMOVED.
iii) THE CONCRETE CURB SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 5-DAYS
PRIOR TO COMMENCING BACKFILLING OPERATIONS ADJACENT TO THE CONCRETE
CURBING.
G) BACKFILLING
i) THE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN
ACCORD AN CE WI TH SECTI ON 605.04(G) OF TH E STAN DARD SPECI FI CATI ON S ON LY
AFTER THE CONCRETE CURBING IS INSPECTED AND ACCEPTED BY THE ENGINEER IN
ACCORD AN CE WI TH SECTI ON 5 OF TH I S POLI CY.
ii)BACKFILLING OPERATIONS SHALL BE COMPLETED PRIOR TO OPENING THE AREA TO
REGULAR CONSTRUCTION TRAFFIC.
5) I N SPECTI ON S
A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE
SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR
THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE
WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.
B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48-HOURS IN
ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY
THIS POLICY.
C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM
OF 48-HOURS IN ADVANCE OF SUCH PROOFROLLS.
D) THE CONTRACTOR AND ENGINEER WILL CONDUCT AN INSPECTION OF THE NEW
CONCRETE CURBING FOR ANY DAMAGE, INCLUDING FREEZING OR RANDOM CRACKS. THE
INSPECTION AND ALL NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO
BACKFILLING OPERATIONS.
E) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY
BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE
ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL
CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.
SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF
THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK
SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER.
F) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE
WITH STANDARDS OF QUALITY OR THICKNESS, CONCRETE CURB SHALL BE CORED AND
TESTED AT TH E EXPEN SE OF TH E CON TR ACTOR. TH E AVERAGE TH I CKN ESSES OF TH E
CURB MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED
CONSTRUCTION DOCUMENTS.
G) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS'
ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND
RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE
ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE
THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS,
FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE
CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF
CON STRU CTI ON, N OR FOR SAFETY ON TH E JOB SI TE.
H) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE
APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT
OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH
CARELESSN ESS, OR AN Y OTH ER CAU SE FOU N D TO EXI ST PRI OR TO TH E FI N AL
ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN
ACCEPTABLE M AN N ER AT TH E CON TRACTOR'S EXPEN SE.
I) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER
THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO
CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO
CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM
ANY MONIES DUE OR TO BECOME DUE.
J)WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE
CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT
IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER.
6) ACCEPTANCE
A) BEFORE ACCEPTANCE OF THE CONCRETE CURB, THE ENGINEER SHALL DETERMINE
IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT
FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION DOCUMENTS.
B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN
CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A
PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED
BONDING REQUIREMENT.
�
�
ao
�
0
p�N o
� M o ��.,
Qc�c�i.�
��� o
(� N � �
o�� �'
ZZcj v
J � L
w
�
QO� �
0
�Q�
�ati
ti°z"'
_�
J
w
�
� U
Zz
�
0
�
W
�
_
z ~
Q �..�
U �
w�
Q �
�
�
■�Q ■■
``�����11 I I I I I II /�����i
�,,• � FETAy �%,
�� �.� • • �C/ �i
��` Q' � ���STE C' '%
� � RF� �
� � � �
_ . No. . _
_ * 19900549 * _
� ° �'. STATE OF '� ��
�O. :��v�
•,�,�••., /H��ANP` .•�����•
.,F .. �� ��.
� �sio ���
/� ,,,, N A
// /1LI 1�
RTI FI ED vBY 10/1 �2013
�
�
�
�
W
J
W
■
..
�
O
� �
0
W w
�
a
�
w
�
�
�
H
U
�
�
�
� �
�
�
�
�
W
J
�
�
�
�
�
r N
�
W
0
�
� �
� �
�
w
Z
Q
�
0
�
�
W
�
.
Z
n
�
.
W
�
�
�
0
J
J
Q
�
Z
Q
�
. �
�
W
W
�
�
�
�
�■■�
�
�
Q
Z
Q
�
0
Z
�
w
J
W
�
�
Q
V
Q
Z
Q
�
�
Z
�
w
�
W
�
OC
Q
V
DATE: 12/21 /12
DRAWN BY: PED
CHK'D BY: AF
�OB N 0. 2012. 01436
R EVI SI ON S
3 ADLS/DP 06/04/13
4 TAC 08/16/13
5 COMMENTS 09/10/13
g COMMENTS 09/25/13
7 COMMENTS 10/09/13
SH EET N 0.
�
w
�
�
0
OF
ao
2012. 01436. CE.14. C800. SP EC. d wg