HomeMy WebLinkAbout09050022 C6.2 Site DetailsCITY OF CARMEL PAVING POLICY
1)GENERAL
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 NE 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
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:
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.
*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.
2) FOUNDATION
A) GENERAL
0 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
SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND
DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE
SLOPE STAKES.
*EXCAVATIONS
(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
COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
(2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING
AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND
COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
111) 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
WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 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
WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
PAVEMENT
SIDEWALK
PER PLANS
PLAN
6' -6"
SLOPE 12:1 MAX.
co
1 /r PREFORMED JOINT FILLER
SECTION G -G
c0
SECTION H -H
SIDEWALK
PER PLANS
VARIES
C) SOIL SUBGRADES
1) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE
WITH SECTION 2(A) AND SECTION 2(B) OF THIS POLICY AND ONLY THE 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.
111) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN
ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD
SPECIFICATIONS.
iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY
AGGREGATE BASE OR HOT MIX ASPHALT PAVEMENTS ARE CONSTRUCTED. A PROOFROLL
SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD
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 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 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 AND 306.08 OF THE STANDARD SPECIFICATIONS.
*LOCALIZED WEAK AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING
THE MILLING PROCESS SHALL BE REPAIRED IN ACCORDANCE WITH SECTION 304.02,
304.03, 304.05 OR 305 OF THE STANDARD SPECIFICATIONS.
111) 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
STIPULATED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS SHALL BE
SUBJECT TO LIQUIDATED DAMAGES OUTLINED IN SECTION 306.05 OF THE STANDARD
SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF THESE
LIQUIDATED DAMAGES.
3) AGGREGATE BASES
A) GENERAL
1) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARED
SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD
SPECIFICATIONS.
*AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE
STANDARD SPECIFICATIONS.
iii) THE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN
ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS.
iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND
ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS.
v)AGGREGATE BASES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO
THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS.
B) TEMPERATURE AND SEASONAL LIMITATIONS
0 THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE
LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS.
*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
1) 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.
111) SUBSEQUENT PAVING COURSES 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 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
1) THIS WORK SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BASE,
INTERMEDIATE, OR SURFACE HOT MIX ASPHALT (HMA) MIXTURES ON A PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD
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.
111) MATERIALS USED IN THE PRODUCTION OF THE HMA MIXTURES SHALL BE IN
ACCORDANCE WITH SECTION 401.03 OF THE STANDARD SPECIFICATIONS.
Iv) EQUIPMENT FOR HMA OPERATIONS, INCLUDING BUT NOT LIMITED TO PRODUCTION,
HAULING /TRANSPORTATION, LAYDOWN, COMPACTION AND MISCELLANEOUS /ANCILLARY
ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 409 OF THE STANDARD
SPECIFICATIONS.
v)INSTALLATION OF THE FULL PAVEMENT SECTION INDICATED ON THE APPROVED
CONSTRUCTION DOCUMENTS FOR THE ENTIRE AREA TO BE PAVED MUST BE COMPLETED
IN THE SAME PAVING SEASON.
PAVEMENT
ADA ACCESSIBLE RAMP TYPE "H" alt
NOT TO SCALE
SIDEWALK
PAVEMENT
vi) WIDENING OPERATIONS SHALL COMPLY WITH THE FOLLOWING:
(1) THE OUTSIDE FACE OF THE EXCAVATED AREA SHALL BE LEFT AS NEARLY VERTICAL
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 PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 3D(III) OF THIS
POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE
ENGINEER BEFORE ANY PAVING OPERATIONS COMMENCE.
ii)ALL DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED
PRIOR TO PLACING HMA MIXTURES.
111) 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.
v11) TACK COAT MATERIAL SHALL BE DISTRIBUTED WITH EQUIPMENT MEETING THE
REQUIREMENTS OF SECTION 409.03(A) OF THE STANDARD SPECIFICATIONS.
C) WEATHER AND SEASONAL LIMITATIONS
1) HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND NE
TEMPERATURE OF THE SURFACE ON WHICH IT IS TO BE PLACED IS 45 (7 C) OR
ABOVE. THE ENGINEER SHALL DETERMINE NE 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.
111) UNDER NO CIRCUMSTANCES SHALL HMA MIXTURES BE PLACED BETWEEN DECEMBER
15 AND MARCH 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 THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE
SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN
AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE
CONSTRUCTION INSPECTOR.
v)IF THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE
REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 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
CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE
ENGINEER. NE ENGINEER SHALL SELECT NE CONSTRUCTION INSPECTOR.
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.
*SEGREGATION OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE
PERMITTED. CORRECTIVE ACTION SHALL BE TAKEN TO PREVENT CONTINUATION OF
THESE CONDITIONS. SEGREGATED OR FLUSHED OR BLEEDING HMA MIXTURES SHALL
BE REMOVED IF DIRECTED.
111) ALL AREAS SHOWING AN EXCESS OR DEFICIENCY OF BINDER SHALL BE REMOVED
AND REPLACED.
iv) AU HMA MIXTURES THAT BECOME LOOSE AND BROKEN, MIXED WITH DIRT, OR IS IN
ANY WAY DEFECTIVE SHALL BE REMOVED AND REPLACED.
E) JOINTS
1) 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
SECTION 409.03(D) OF THE STANDARD SPECIFICATIONS IMMEDIATELY AFTER THE
MIXTURE HAS BEEN SPREAD AND FINISHED.
*ROLLERS SHALL NOT CAUSE UNDUE DISPLACEMENT, CRACKING, OR SHOVING.
5) INSPECTIONS
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 NAT 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.
PLAN
6'-6"
SLOPE 12:1 MAX.
1/2" PREFORMED JOINT FILLER
SECTION G -G
6 -0" MIN.
CD
SECTION H -H
1
VARIES
ADA ACCESSIBLE RAMP TYPE "G" DETAIL
NOT TO SCALE
PAVEMENT
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
THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF ALL COURSES MUST
EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION
DOCUMENTS, AND NO SINGLE CORE SHALL SHOW A DEFICIENCY GREATER THAN ONE HALF
INCH (1/2") IN ANY COURSE OR TOTAL THICKNESS FROM 'THE PAVEMENT SECTION
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
CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE.
G) 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 CARELESSNESS, OR
ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK,
SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE
CONTRACTOR'S EXPENSE.
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 ACCEPTANCE OF ANY PHASE OF CONSTRUCTION, 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.
2)
CURB
GUTIER
7 1/2'
SIDEWALK PER DETAIL 10 -14
CURB GUTTER
MEASURED AT PROPERTY LINE
RADIUS 30' MAX RADIUS
30'
RADIUS
90'
30' MAX
DEPRESSED CURB
PER DETAIL 10-19.
COMMERCIAL. DRl VEWA YS
NO SCALE
ADA RAMP (AS APPLICABLE)
MEASURED AT PR� ERTY LINE
CONCRETE: SIDEWALK PER DETAIL 10-14
'":.DRIVE
..4 -*":1*
30'
RADIUS
CURB PER CITY ORDINANCE
CURB GUTTER
j.... a
NOTES;
USE FOR DRIVES :WITH ALL CURB TYPES EXCEPT ROLL CURB
CONCRETE DRIVE AND /OR SIDEWALK ACROSS DRIVE. SHALL BE MINIMUM OF 8' AND REINFORCED AS NEEDED BASED ON TRAFFIC: EXPECTED TO ACCESS SITE.
ANY EXISTING CURB, SHALL BE SAWCUT AT 111E NEAREST JOINT TO THE REMOVAL LIMITS AND THE DOSING CURB REMOVED.
PROVIDE 30' RADIUS REGARDLESS OF SIDEWALX/PATH LOCATION.
C
(J)
71
CIO
O
G)
--I
NOTES:
A ATA*ATIVAT V FAVAVAT.i" AYAT.ATITiTATa n TAT
TbVAIFjTATjTATATOT,i` ATjETAVjTAT`TSTOTITAVATjN'oDoTATAeo, jI T TATATATAWATATATA.: rW
AVIVAYAVAYAVA,TATAVA ATiYAVATI►TAVATIVAVATATOTATA'9 IraTAV TAVATATATiTi►ATATAYAVAVAVA
TATATST, TjTATATATATATATATATjT, T, TjTAT ®T, TATA'!A LTATA71TA AT.ATd'T..A►►TATAT iT, TjTATATAV,LT
ATAT.1T4T1T,dnTATATATATATATATj' AT,A7ATi TAT,ieT,f4T./►T►T,ATAT`TAT, TAT, VATATOTATATATATATATaTAT,A
1/2' PREFORMED JOINT FILLER
PAVEMENT
COMPACTED SUBGRADE
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES,
INCLUDING SIDES, WHEN FORMS ARE REMOVED,
FACES MAY BE BATTERED TO FACILITATE SLIP FORMING,
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE,
CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10'
MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50'
USE 6' MINIMUM THICKNESS CONCRETE FOR RESIDENTUAL DRIVES
USE 8' MINIMUM THICK CONCRETE FOR COMMERCIAL DRIVES
6' 18"
45'
SLOPE TO MATCH ADJACENT CURB
FOR LOCAL ROADS FACE OF CURB I5 TO BE 6 3/4', BACK OF CURB 12 3/4'
ALL OTHER ROADS FACE: OF CURB IS TO BE 7 1/2 BACK OF CURB 13 1/2'
24
li 'SS 'A'
s 1
M i
CONCRETE DRIVE icH
COMBINED DEPRESSED CURB AND GU T TER
NO SCALE
3 -#4 EPDXY COATED BARS
PLACED AT 6" C. ON C.
j AMERICAN
STRUCTUREPOINT
INC
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256 -3957
TEL 317.547.5580 FAX 317.543.0270
www.structurepoint.com
BROWNING INVESTMENTS INC.
6100 W. 96TH STREET
SUITE 250
INDIANAPOLIS, IN 46278
INDIANA SPINE GROUP
MERIDIAN MAIN
CARMEL, INDIANA
CONSULTANTS
TITLE.
DRAWN BY.
;RTIFED rl4a
DATE. 05.22.09
EEM
TMJ
CHECKED BY.
ISSUED FOR. DATE.
ADLS STAFF REVIEW 07/03/09
PROJECT 02009.00531
SITE
DETAILS
C6.2