job 080662 - ardot.govardot.gov/progcon/letting/addenda/080662_1 plan sheets.pdf · gap cadron...

ARK.

2

STATESHEET

NO.

TOTAL

SHEETSDATE DATE

REVISEDDATE

FILMED

DATE

FILMEDFED.AID PROJ.NO.

FED.RD.

DIST.NO.

JOB NO.

6

1 37

REVISED

080662

PLUMERVILLE

MENIFEE

RIVE

R

92

64

40

287

Solgohachia

2

Lake

Brewer

Cadron

Creek

Hill Creek

1

4

7

31

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FCA

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Inset No. 2

319

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0.5

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1.7

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No. 4

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DENNIS F.CANTRELL

A

RKANSAS - ENGI

NEER

CERTIFIC

ATEOFAUTHOR

IZATIO

N

No. 1126

INC

INTERNATIONAL

MICHAEL BAKER

HWY. 65 - WEST (S)

4-23-2020

PROFESSIONAL

ENGINEER

ARKANSASS

TATE OF

No.10887

LICENSED

YR

RE

BSNROHT .P

T

TO

CS

CHICOT

ASHLEY

DREW

CLEVELAND

ARKANSAS

DESHABRADLEYCALHOUN

UNION

OUACHITA

DALLAS

GRANT

COLUMBIA

LAFAYETTE

MILLER

HEMPSTEAD

HOWARD

SEVIER

LITTLE RIVER

PIKE

MONTGOMERYPOLK

SCOTT

YELL

PERRY

SALINE

GARLAND

HOT SPRING

PULASKI

LONOKEPRAIRIE

MONROE

PHILLIPS

LEE

ST. FRANCIS

CROSS CRITTENDEN

MISSISSIPPICRAIGHEAD

POINSETT

JACKSON

LAWRENCE

GREENE

CLAYRANDOLPHFULTON

IZARD

INDEPENDENCE

SHARP

BAXTERMARIONBOONECARROLLBENTON

WOODRUFF

WHITE

CLEBURNE

STONE

VAN BUREN

CONWAY

FAULKNER

POPEJOHNSON

FRANKLIN

CRAWFORD

WASHINGTON

MADISON

NEWTON

SEARCY

LOGANSEBASTIAN

DISTRICT 9

DISTRICT

4

DISTRICT 7

DISTRICT 2

DISTRICT 6

DISTRICT

DISTRICT

DISTRICT

DISTRICT

DISTRICT

3

10

8

5

CLARK

NEVADA

JEFFERSON

LINCOLN

1

CONSTRUCTION PLANS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

FEET

FEET

FEET

FEET

MILES

MILES

MILES

MILES

LONOKE

ARKANSAS DEPARTMENT OF TRANSPORTATION

JOB 080662

ARKANSAS HIGHWAY DISTRICT 8

VICINITY MAP

N6T

" A FULLY CONTROLLED ACCESS FACILITY "

DESIGN TRAFFIC DATA

R-13-W

FED. AID PROJ. NHPP-40-3(137)11

N7T

N6T

N7T

R-14-WR-15-W

R-15-W R-13-WR-14-W

CONWAY & FAULKNER COUNTIES

ROUTE I-40 SECTIONS 31 & 32

N

DWB 7-27-17

L.M. 119.00

BEGIN JOB 080662

STA. 6300+75.00

R-14-W

R-14-W

N

STS 10-03-17

1

2

3

4

5

6

7

6.136

5.941

6.136

STA. 6819+00.00 AHD.

STA. 6357+69.30 BK.=

EQUATION

1028.83 0.195

PROJECT LOCATION

END PROJECTMID-POINT OF PROJECTBEGIN OF PROJECT

LONGITUDE

LATITUDE N 35° 07' 15"

W 92° 29' 15"

END JOB 080662

STA. 7086+02.27

N 35°08'34"

W 92°31'52"

N 35°06'47"

W 92°26'05"

NOT TO SCALE

DESIGN SPEED--------------------70 MPH

TRUCKS-----------------------------26%

DIRECTIONAL DISTRIBUTION----------0.60

2040 DHV-------------------------5,720

2040 ADT------------------------52,000

2020 ADT------------------------39,000

DESIGN YEAR-----------------------2040

31,367.74

32,396.57

32,396.57

BRIDGE CONSTRUCTION DATA

1

2

3

4

5

6

7

LENGTH COMPUTED ALONG I-40 C.L. OF MEDIAN

AND JOINT REPAIR AT BENTS 1-4

WITH LATEX MODIFIED OVERLAY

RETAIN & HYDRODEMOLITION

STA. 7042+48.98 - BRIDGE END

38'-6" CLEAR ROADWAY

BRIDGE NO. A3919

SPANS & APPROACH SLABS

3-56'-0" COMP. I-BEAM


AND JOINT REPAIR AT BENTS 1-4

WITH LATEX MODIFIED OVERLAY

RETAIN & HYDRODEMOLITION



BRIDGE NO. B3919

SPANS & APPROACH SLABS

3-56'-0" COMP. I-BEAM


HWY. 65 - WEST (S)

RETAIN & POLYMER OVERLAY

STA. 6829+16.15

BR. NO. A6428


505'-0" CONT. COMP. PLATE GIRDER UNIT

STA. 6824+08.85


STA. 6829+48.15

BR. NO. B6428



STA. 6824+40.85



BRIDGE NO. 07055







BRIDGE NO. A6869






BRIDGE NO. B6869



4-23-2020 ARK.

2

STATESHEET

NO.

TOTAL

SHEETSDATE DATE

REVISEDDATE

FILMED

DATE


FED.RD.

DIST.NO.

3 37

JOB NO. 080662

6

REVISED

GOVERNING SPECIFICATIONS AND GENERAL NOTES

GOVERNING SPECIFICATIONS AND GENERAL NOTES

GENERAL NOTES

1. ANY EQUIPMENT OR APPURTENANCE THAT INTERFERES WITH THE PROPOSED CONSTRUCTION AND WHICH

MAY BE THE PROPERTY OF UTILITY SERVICE ORGANIZATIONS SHALL BE MOVED BY THE OWNERS UNLESS

OTHERWISE PROVIDED.

2. ALL LAND MONUMENTS LOCATED WITHIN THE CONSTRUCTION AREA SHALL BE PROTECTED IN ACCORDANCE

WITH SECTION 107.12 OF THE STANDARD SPECIFICATIONS.

3. ALL TREES THAT DO NOT DIRECTLY INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE SPARED IF AND

WHERE AS DIRECTED BY THE ENGINEER. CARE AND DISCRETION SHALL BE USED TO ENSURE THAT ALL TREES NOT TO BE

REMOVED SHALL BE HARMED AS LITTLE AS POSSIBLE DURING THE CONSTRUCTION OPERATIONS.

4. THE SEQUENCE AS SHOWN ON THE MAINTENANCE OF TRAFFIC PLANS IS A GENERAL OUTLINE FOR THE

CONSTRUCTION OF THIS PROJECT, AND IN NO WAY IS IT INTENDED TO COVER EVERY ITEM IN THE PROJECT. ITEMS

NOT CRITICAL TO THE CONSTRUCTION SEQUENCE MAY BE CONSTRUCTED IN ANY STAGE AS APPROVED BY THE

RESIDENT ENGINEER.

5. ALL FLEXIBLE BASE AND ASPHALTIC PAVEMENTS REMOVED SHALL BE PAID FOR UNDER THE

ITEM NO. 210 - UNCLASSIFIED EXCAVATION.

6. THE EXISTING ASPHALT PAVEMENT TO BE REMOVED FROM THE REMAINING PAVEMENT SHALL BE SEPARATED BY

SAWING ALONG A NEAT LINE. AFTER SAWING, THE PAVEMENT TO BE REMOVED SHALL BE CAREFULLY REMOVED IN

A MANNER THAT WILL NOT DAMAGE THE PAVEMENT THAT IS TO REMAIN. ANY DAMAGE OF THE ASPHALT PAVEMENT

THAT IS TO REMAIN IN PLACE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

7. MATERIAL GENERATED FROM COLD MILLING OPERATIONS SHALL REMAIN THE PROPERTY OF THE DEPARTMENT AND SHALL BE

TRANSPORTED TO AND STOCKPILED AT HWY. 65 INTERCHANGE, AS SHOWN ON PLAN SHEETS. NO DIRECT PAYMENT WILL BE MADE

FOR LOADING, HAULING, AND STOCKPILING OF EXCESS MILLING MATERIAL; PAYMENT WLL BE CONSIDERED INCLUDED IN THE

PRICE BID FOR COLD MILLING ASPHALT PAVEMENT. COLD MILLING SHALL BE STOCKPILED IN A TRAPEZOIDAL SHAPE, OR AS

DIRECTED BY THE ENGINEER, WHICH CAN BE EASILY MEASURED.

GOVERNING SPECIFICATIONS

ARKANSAS STATE HIGHWAY COMMISSION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION, EDITION OF 2014, AND THE FOLLOWING SPECIAL PROVISIONS

AND SUPPLEMENTAL SPECIFICATIONS:

NUMBER TITLE

_______ERRATA ERRATA FOR THE BOOK OF STANDARD SPECIFICATIONS

FHWA-1273_ REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS

FHWA-1273_ SUPPLEMENT - EQUAL EMPLOYMENT OPPORTUNITY - NOTICE TO CONTRACTORS

FHWA-1273_ SUPPLEMENT - SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES (23 U.S.C. 140)

FHWA-1273_ SUPPLEMENT - EQUAL EMPLOYMENT OPPORTUNITY - GOALS AND TIMETABLES

FHWA-1273_ SUPPLEMENT - EQUAL EMPLOYMENT OPPORTUNITY - FEDERAL STANDARDS

FHWA-1273_ SUPPLEMENT - POSTERS AND NOTICES REQUIRED FOR FEDERAL-AID PROJECTS___FHWA-1273 SUPPLEMENT - WAGE RATE DETERMINATION

_________100-3 CONTRACTOR'S LICENSE_________100-4 DEPARTMENT NAME CHANGE_________102-2 ISSUANCE OF PROPOSALS_________108-1 LIQUIDATED DAMAGES_________108-2 WORK ALLOWED PRIOR TO ISSUANCE OF WORK ORDER

110-1_______ PROTECTION OF WATER QUALITY AND WETLANDS_________306-1 QUALITY CONTROL AND ACCEPTANCE_________400-1 TACK COATS_________400-4 DESIGN AND QUALITY CONTROL OF ASPHALT MIXTURES_________400-5 PERCENT AIR VOIDS FOR ACHM MIX DESIGNS_________400-6 LIQUID ANTI-STRIP ADDITIVE

404-3_______ DESIGN OF ASPHALT MIXTURES_________410-1 CONSTRUCTION REQUIREMENTS AND ACCEPTANCE OF ASPHALT CONCRETE PLANT MIX COURSES_________410-2 DEVICES FOR MEASURING DENSITY FOR ROLLING PATTERNS_________600-2 INCIDENTAL CONSTRUCTION_________603-1 LANE CLOSURE NOTIFICATION_________604-1 RETROREFLECTIVE SHEETING FOR TRAFFIC CONTROL DEVICES IN CONSTRUCTION ZONES_________604-3 TRAFFIC CONTROL DEVICES IN CONSTRUCTION ZONES (MASH)_________620-1 MULCH COVER_________621-1 FILTER SOCKS_________800-1 STRUCTURES_________802-2 CONCRETE FOR STRUCTURES_________804-2 REINFORCING STEEL FOR STRUCTURES

JOB 080662_ ASSESSMENT OF WORKING DAYS-MAINTENANCE OF TRAFFIC

JOB 080662_ BIDDING REQUIREMENTS AND CONDITIONS

JOB 080662_ BRIDGE DECK REPAIR FOR LATEX MODIFIED CONCRETE OVERLAYS

JOB 080662_ BRIDGE DECK REPAIR FOR POLYMER OVERLAYS

JOB 080662_ BROADBAND INTERNET SERVICE FOR ASPHALT CONCRETE PLANT

JOB 080662_ BROADBAND INTERNET SERVICE FOR FIELD OFFICE

JOB 080662_ CARGO PREFERENCE ACT REQUIREMENTS

JOB 080662_ COLD MILLINGS IN RECYCLED ASPHALT PAVEMENT

JOB 080662_ COORDINATION OF WORK

JOB 080662_ DISADVANTAGED BUSINESS ENTERPRISE BIDDER'S RESPONSIBILITIES

JOB 080662_ ENHANCED THERMOPLASTIC PAVEMENT MARKING

JOB 080662_ FLEXIBLE BEGINNING OF WORK – CALENDAR DAY CONTRACTJOB 080662_ GOALS FOR DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION

JOB 080662_ HYDRODEMOLITION - CLASS I

JOB 080662_ LATEX MODIFIED CONCRETE OVERLAY

JOB 080662_ LONGITUDINAL JOINT DENSITIES FOR ACHM SURFACE COURSES

JOB 080662_ MAINTENANCE OF TRAFFIC

JOB 080662_ MANAGEMENT OF HYDRODEMOLITION WASTEWATER

JOB 080662_ MANDATORY ELECTRONIC CONTRACT

JOB 080662_ MANDATORY ELECTRONIC DOCUMENT SUBMITTAL

JOB 080662_ OFF-SITE RESTRAINING CONDITIONS FOR INDIANA AND NORTHERN LONG-EARED BATS

JOB 080662_ PARTNERING REQUIREMENTS

JOB 080662_ PERCENT WITHIN LIMITS

JOB 080662_ POLYMER OVERLAY

JOB 080662_ RESTRICTIONS ON THE USE OF RECYCLED ASPHALT PAVEMENT MATERIAL

JOB 080662_ SITE USE (A+B+C METHOD)-CALENDAR DAY CONTRACT

JOB 080662_ SPECIAL CLEARING

JOB 080662_ SPECIAL SAFETY REQUIREMENTS FOR BRIDGES

JOB 080662_ STORM WATER POLLUTION PREVENTION PLAN

JOB 080662_ SUBMISSION OF ASPHALT CONCRETE HOT MIX ACCEPTANCE TEST RESULTS

JOB 080662_ TRAFFIC CONTROL DEVICES IN CONSTRUCTION ZONES

JOB 080662_ UNDERDRAIN FLUSHING AND REHABILITATION

JOB 080662_ UTILITY ADJUSTMENTS

JOB 080662_ VALUE ENGINEERING

JOB 080662_ WARM MIX ASPHALT

JOB 080662_ WATER POLLUTION CONTROL

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ARKANSASS

TATE OF

No.10887

LICENSED

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4-23-2020 ARK.

2

STATESHEET

NO.

TOTAL

SHEETSDATE DATE

REVISEDDATE

FILMED

DATE


FED.RD.

DIST.NO.

24 37

JOB NO. 080662

6

REVISED

PERMANENT PAVEMENT MARKINGS


RAISED PAVEMENT MARKERS (TYP. II)(WHITE/RED)

ASPHALT LANES & SHOULDERS

PAVED SHOULDER

FOR ADDITIONAL INFORMATION

SEE STANDARD DRAWINGS PM-1 AND PM-2

CONCRETE BRIDGEASPHALT ROADWAY

RAISED PAVEMENT MARKERS (TYP. II)(WHITE RED)

10'

40' (TYP.)

30' (TYP.)

80' SPACING FOR STD. (TYPE II)80' SPACING FOR STD. (TYPE II)

40' (TYP.)

30' (TYP.)10'

12'

PERMANENT PAVEMENT MARKING DETAILS

CONCRETE PAVEMENT FOR LIMITS OF BRIDGE & APPROACH SLAB

PAVED SHOULDER

12'

12'

12'

6" WHITE EDGE LINE6" WHITE EDGE LINE

6" YELLOW EDGE LINE 6" YELLOW EDGE LINE

6" WHITE SKIP LINE6" WHITE SKIP LINE

LMEDIAN

C

10'

6'

6'

10'

6' SHOULDER (4'PAVED) 6' SHOULDER (4'PAVED)(MEDIAN SIDE) (MEDIAN SIDE)

PERMANENT - 8330 LIN. FT.

REMOVAL OF PAVEMENT MARKINGS:

6" WHITE - 126782 LIN. FT.

ACCORDING TO STD. DWG. PM-2

APPLY CONSTRUCTION PAVEMENT MARKINGS

CONSTRUCTION PAVEMENT MARKINGS:

REFER TO SPECIAL PROVISION - ENHANCED THERMOPLASTIC PAVEMENT MARKING

EDGE LINES - ENHANCED THERMOPLASTIC PAVEMENT MARKING

SKIP LINE - ENHANCED THERMOPLASTIC PAVEMENT MARKING

REFER TO SPECIAL PROVISION - ENHANCED THERMOPLASTIC PAVEMENT MARKING

EDGE LINES - ENHANCED THERMOPLASTIC PAVEMENT MARKING

SKIP LINE - ENHANCED THERMOPLASTIC PAVEMENT MARKING

80' SPACING (EXCEPT WHERE SHOWN ON STD. DWG. PM-2)

33 - YELLOW/YELLOW)

1071 - (RED/WHITE)

RAISED PAV'T MARKINGS (TYPE. II) = 1424

12" WHITE - 1717 LIN. FT.

6" WHITE - 90062 LIN. FT.

6" YELLOW - 72163 LIN. FT.

ACCORDING TO STD. DWG. PM-2

APPLY PAVEMENT MARKINGS

PERMANENT PAVEMENT MARKINGS:

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ARKANSASS

TATE OF

No.10887

LICENSED

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ARK.

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STATESHEET

NO.

TOTAL

SHEETSDATE DATE

REVISEDDATE

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DATE


FED.RD.

DIST.NO.

25 37

JOB NO. 080662

6

REVISED

4-23-2020Y:\

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15+00

20

+00

PT 7000

+87.9

5

PC 7003

+45.18

N 04°42'4

6"

E

S 85°17'05" E

APPROACH SLAB

N

C.L.

SA

LE

M

RO

AD

C.L. I-40 MEDIAN

6" WHITE EDGE LINE6" WHITE EDGE LINE

6" WHITE EDGE LINE

6" WHITE EDGE LINE

6" WHITE EDGE LINE

6" WHITE EDGE LINE

6" YELLOW EDGE LINE 6" YELLOW EDGE LINE

BR.

NO. 07055

6" WHITE EDGE LINE 6" WHITE EDGE LINE

TURN LANE USE ARROW

WORD "ONLY"



W/ TYPE II R.P.M. (YELLOW/YELLOW) (80' O.C.)

DBL 6" YELLOW CENTERLINE

W/ TYPE II R.P.M. (YELLOW/YELLOW) (80' O.C.)


STOP LINE

12" SOLID WHITE

6" WHITE SKIP LINE

(YELLOW/YELLOW) (80' O.C.)

W/ TYPE II R.P.M.


ISLAND OUTLINE

6" THERMOPLASTIC WHITE

YEILD LINE

10" REFLECTORIZED CURB MARKING ISLAND OUTLINE

6" THERMOPLASTIC WHITE

END SALEM RD. IMPROVEMENTS

STA. 21+43.08 - BR. END

IMPROVEMENTS

BEG. SALEM RD.

STA. 12+65.00

RAMP RAMP

WORD "ONLY"

TURN LANE USE ARROW

YEILD LINE

R.P.M. (WHITE/RED) (80' O.C.)

DIVIDER W/ TYPE II

6" WHITE SOLID LANE

QUANTITIES

QUANTITIES

4-23-2020 ARK.

2

STATESHEET

NO.

TOTAL

SHEETSDATE DATE

REVISEDDATE

FILMED

DATE


FED.RD.

DIST.NO.

26 37

JOB NO. 080662

6

REVISED

ADVANCE WARNING SIGNS AND DEVICES

NUMBER

SIGNDESCRIPTION SIGN SIZE

REQUIRED

NUMBER

MAXIMUM

REQUIRED

TOTAL SIGNS

DRUMS

TRAFFIC

BARRIER

PRECAST CONC.

INSTALLING

FURNISHING &

BARRIER

CONCRETE

PRECAST

RELOCATING

ARROW PANEL

WARNING

* ADVANCE

MESSAGE SIGN

CHANGEABLE

* PORTABLE

ENTIRE

PROJECT

LIN. FT. - EACH NO. SQ. FT. EACH LIN. FT. DAY WEEK

W20-1 ROAD WORK 1 MILE 48"x48" 4 4 4 64.0

W20-1 ROAD WORK 1/2 MILE 48"x48" 4 4 4 64.0

W20-1 ROAD WORK 1500 FT. 48"x48" 8 8 8 128.0

W20-1 ROAD WORK AHEAD 48"x48" 8 8 8 128.0

W20-1R RIGHT LANE CLOSE 1 MILE 48"x48" 4 4 4 64.0

W20-5 RIGHT LANE CLOSE 1/2 MILE 48"x48" 4 4 4 64.0

W20-5 RIGHT LANE CLOSE 1500 FT 48"x48" 4 4 4 64.0

W20-5 LEFT LANE CLOSE 1/2 MILE 48"x48" 4 4 4 64.0

W20-5 LEFT LANE CLOSE 1500 FT 48"x48" 4 4 4 64.0

W20-1L LEFT LANE CLOSE 1 MILE 48"x48" 4 4 4 64.0

G20-2 END ROAD WORK 48"x24" 7 7 7 56.0

G20-1 ROAD WORK NEXT 6 MILES 60"x24" 2 2 2 20.0

R555-1 FINES DOUBLE IN WORK ZONES 36"X60" 4 4 4 60.0

RSP-1 SHOULDER CLOSED 48"x30" 2 2 2 20.0

W3-5 SPEED REDUCTION 48"x48" 4 4 4 64.0

R2-1 SPEED LIMIT 48"x60" 8 8 8 160.0

W4-2RT RIGHT LANE ENDS 48"x48" 2 2 2 32.0

W4-2LT LEFT LANE ENDS 48"x48" 2 2 2 32.0

W1-6 LARGE ARROW 60"x30" 12 12 12 150.0

R4-1 DO NOT PASS 48"x60" 8 8 8 160.0

OM-3R OBJECT MARKER 12"x36" 4 4 4 12.0

OM-3L OBJECT MARKER 12"x36" 4 4 4 12.0

SPECIAL MERGE NOW (RIGHT) 48"x48" 1 1 1 16.0

SPECIAL MERGE NOW (LEFT) 48"x48" 1 1 1 16.0

S1 WIDE LOADS NEXT RIGHT USE HWY. 64 TO CONWAY 99"X60" 1 1 1 41.3

S2 WIDE LOADS NEXT RIGHT USE HWY. 64 TO MEINFEE 99"X60" 1 1 1 41.3

S3 WIDE LOADS (ARROW RIGHT) 42"X24" 2 2 2 14.0

S4 WIDE LOADS (ARROW LEFT) 42"X24" 2 2 2 14.0

TRAFFIC DRUMS 1045 1045 1045

FURNISHING AND INSTALLING PRECAST CONCRETE BARRIER 503 503 503

RELOCATING PRECAST CONCRETE BARRIER 503 503 503

ADVANCE WARNING ARROW PANEL 2 2 252

PORTABLE CHANGEABLE MESSAGE SIGN 6 6 56

TOTALS: 1688.6 1045 503 503 252 56

NOTE: THIS IS A HIGH TRAFFIC VOLUME ROAD AS DEFINED IN SECTION 604.03, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

NOTE: THE QUANTITY OF TRAFFIC DRUMS PROVIDED IS FOR BOTH SIDES OF THE ROADWAY FOR FOUR (4) MILES OF THE PROJECT. HOWEVER,

THE INSTALLATION OF TRAFFIC DRUMS SHALL NEVER EXCEED THE ACTUAL WORK AREA BY MORE THAN 1/4 MILE, UNLESS APPROVED BY THE ENGINEER

*QUANTITY ESTIMATED.

SEE SECTION 104.03 OF THE STD. SPECS.

TO BE USED IF AND WHERE DIRECTED BY THE ENGINEER.

CONSTRUCTION PAVEMENT MARKINGS AND PERMANENT PAVEMENT MARKINGS

DESCRIPTION

MARKINGS

PAVEMENT

PERMANENT

REMOVAL OF

MARKINGS

PAVEMENT

CONSTRUCTION RAISED PAVEMENT MARKERS

PAVEMENT MARKING

THERMOPLASTIC

ENHANCED

THERMOPLASTIC PAVEMENT MARKING

MARKING

PAINT PAVEMENT

REFLECTORIZED

ENTIRE

PROJECT

TYPE II TYPE II 6" 6" 12"WORDS ARROWS

10"

(WHITE/RED) (YELLOW/YELLOW WHITE YELLOW WHITE YELLOW WHITE WHITE

LIN. FT. LIN. FT. EACH LIN. FT. EACH LIN. FT.

MAIN LANES AND RAMPS

REMOVAL OF PERMANENT PAVEMENT MARKINGS 8330 8330

CONSTRUCTION PAVEMENT MARKINGS 126782 126782

RAISED PAVEMENT MARKERS TYPE II (WHITE/RED) 1068 1068

ENHANCED THERMOPLASTIC PAVEMENT MARKING WHITE (6") 80993 80993

ENHANCED THERMOPLASTIC PAVEMENT MARKING YELLOW (6") 64793 64793

THERMOPLASTIC PAVEMENT MARKING WHITE (6") 6787 6787

THERMOPLASTIC PAVEMENT MARKING YELLOW (6") 5548 5548


SALEM ROAD (HWY. 25) OVERPASS


THERMOPLASTIC PAVEMENT MARKING YELLOW (6") 1822 1822


ENHANCED THERMOPLASTIC PAVEMENT MARKING (WORDS) 2 2

ENHANCED THERMOPLASTIC PAVEMENT MARKING (ARROWS) 2 2

REFLECTORIZED PAINT PAVEMENT MARKING WHITE (10") 130 130

RAISED PAVEMENT MARKERS TYPE II (YELLOW/YELLOW) 33 33

RAISED PAVEMENT MARKERS TYPE II (WHITE/RED) 3 3

TOTALS: 8330 126782 1071 33 80993 64793 9069 7370 1717 2 2 130

NOTE: THIS IS A HIGH TRAFFIC VOLUME ROAD AS DEFINED IN SECTION 604.03, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

NOTE: NO PERMANENT PAVEMENT MARKINGS SHALL BE PLACED UNTIL A MINIMUM OF 3 DAYS AFTER ALL MAIN LANE PAVING HAS BEEN COMPLETED. IN ADDITION,

NO PERMANENT PAVEMENT MARKINGS SHALL BE PLACED DURING THE TIME PERIOD FROM DECEMBER 21 TO MARCH 15, INCLUSIVE.

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STATESHEET

NO.

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SHEETSDATEDATE

FILMED

DATE

FILMED

JOB NO.

FED.AID PROJ.NO.FED.RD.

DIST.NO.

29 37

6

REVISEDDATE

REVISED

080662

1 A&B6428 - QUANTITIES - 59344

A&B6869

A&B3919

07055

SCHEDULE OF BRIDGE QUANTITIES - JOB NO. 080662

1

2

1

1

1

1

1

1

1

2

2 2

Bridge No. Existing Dwg. Nos.

A&B3919

REFERENCE TABLE

EXISTING BRIDGE DECK DOES NOT HAVE ASPHALT OVERLAY.

3

3 3 32

THESE QUANTITIES ARE FOR BRIDGE DECK AND APPROACH SLABS AND GUTTERS.

ACTUAL QUANTITY, IF ANY, WILL BE DETERMINED IN THE FIELD.

QUANTITY SHOWN IS FOR ESTIMATING AND BIDDING PURPOSES ONLY.

A6428

B6428

07055

A6869

B6869

32221

32222

47868

43718

43719

UNIT OF STRUCTURE

NUMBER

ITEMSS & 802 803 803 SS & 804 SS & 804 SS & 809

ITEM GROOVING

TREATMENT

SURFACE

PROTECTIVE

CLASS 1

TREATMENT

SURFACE

PROTECTIVE

CLASS 3

(GRADE 60)

STEEL-BRIDGE

REINFORCING

60)

STEEL (GRADE

REINFORCING

EPOXY COATED

SEALANT

SILICONE JOINT

OVERLAYS

POLYMER

REPAIR FOR

BRIDGE DECK

OVERLAY

POLYMER

- CLASS 1

HYDRODEMOLITION

OVERLAYS

CONCRETE

LATEX MODIFIED

REPAIR FOR

BRIDGE DECK

THICK)

OVERLAY (1 1/2"

CONCRETE

LATEX MODIFIED

UNIT SQ. YD. GAL. LIN. FT. POUND POUND LIN. FT. SQ. FT. SQ. YD. SQ. YD. SQ. FT. SQ. YD.

120.19 EXISTING BRIDGE NO. A6428 860 1,010 2,245

120.19 EXISTING BRIDGE NO. B6428 860 1,010 2,245

123.61 EXISTING BRIDGE NO. 07055 660 775 1,722

124.34 EXISTING BRIDGE NO. A3919 959.0 340 156 1,040 647 1,043

124.34 EXISTING BRIDGE NO. B3919 959.0 340 156 1,040 647 1,043

125.11 EXISTING BRIDGE NO. A6869 584 686 1,524

125.11 EXISTING BRIDGE NO. B6869 616

722 1,604

1,918.0 680 3,580 312 4,203 9,340 1,2942,080 2,086

20.8

20.8

41.6 3

275

275

550

SP JOB 080662 SP JOB 080662 SP JOB 080662 SP JOB 080662 SP JOB 080662

TOTALS FOR JOB NO. 080662

13047, 15050, 14990B

MILE

LOG

I-40

4/29/2020 BRIDGE NO.PRINT DATE:

DATE:

DATE:

DATE:

DESIGNED BY:

CHECKED BY:

DRAWN BY: FILENAME:

SCALE:

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02/05/2020

A&B3919, A&B6869

A&B6428, 07055DRAWING NO. 59344

03/31/2020

CONWAY & FAULKNER COUNTIES

HWY. 65-WEST (S)

SCHEDULE OF BRIDGE QUANTITIES

LITTLE ROCK, ARKANSAS

ARKANSAS STATE HIGHWAY COMMISSION

ROUTE I-40 SECTIONS 31 & 32PROFESSIONAL

ENGINEER

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SUMMARY OF QUANTITIES & REVISIONS

SUMMARY OF QUANTITIES & REVISIONS

4-23-2020 ARK.

2

STATESHEET

NO.

TOTAL

SHEETSDATE DATE

REVISEDDATE

FILMED

DATE


FED.RD.

DIST.NO.

30 37

JOB NO. 080662

6

REVISED

REVISIONS

DATE REVISION SHEET NUMBER

4/23/2020

CONTROL" SPECIAL PROVISIONS. REMOVED "EMPLOYMENT REPORTING" SPECIAL PROVISION.

PROVISIONS. ADDED “LONGITUDINAL JOINT DENSITIES FOR ACHM SURFACE COURSES” AND "WATER POLLUTION CONTRACT" SPECIAL PROVISIONS. REVISED PROJECT NUMBER FROM BB0808 TO 080662 IN MULTIPLE SPECIAL

JOB NAME ON SHEET 29. REVISED "MAINTENANCE OF TRAFFIC" AND "FLEXIBLE BEGINNING OF WORK - CALENDAR DAY

FROM SALEM RD. REVISED THERMO. PVMT. MARKING WHITE (6") & (12") QUANTITIES. REVISED REFERENCE TABLE AND

CHANGED PROJECT NAME TO REFLECT STATE OVERSIGHT. REMOVED 12" STOP BAR , TURN LANE & BULL NOSE STRIPE

1, 3, 24, 25, 26, 29 & 30

SUMMARY OF QUANTITIES

ITEM NUMBER ITEM QUANTITY UNIT

SP SPECIAL CLEARING 313 STATION

SS & 401 TACK COAT 51192 GAL.

SP, SS, & 407 MINERAL AGGREGATE IN ACHM SURFACE COURSE (1/2") 31119 TON

SP, SS, & 407 ASPHALT BINDER (PG 76-22) IN ACHM SURFACE COURSE (1/2") 1811 TON

SP & 412 COLD MILLING ASPHALT PAVEMENT 299363 SQ. YD.

SP, SS, & 414 ASPHALT CONCRETE PATCHING FOR MAINTENANCE OF TRAFFIC 150 TON

SP, SS, & 415 ACHM PATCHING OF EXISTING ROADWAY 300 TON

601 MOBILIZATION 1.00 LUMP SUM

SP & 602 FURNISHING FIELD OFFICE 1 EACH

SP, SS, & 603 MAINTENANCE OF TRAFFIC 1.00 LUMP SUM

SS & 604 SIGNS 1689 SQ. FT.

SS & 604 TRAFFIC DRUMS 1045 EACH

SS & 604 FURNISHING AND INSTALLING PRECAST CONCRETE BARRIER 503 LIN. FT.

SS & 604 RELOCATING PRECAST CONCRETE BARRIER 503 LIN. FT.

604 CONSTRUCTION PAVEMENT MARKINGS 126782 LIN. FT.

604 REMOVAL OF PERMANENT PAVEMENT MARKINGS 8330 LIN. FT.

SS & 604 ADVANCE WARNING ARROW PANEL 252 DAY

SP, SS & 604 PORTABLE CHANGEABLE MESSAGE SIGN 56 WEEK

SS & 611 UNDERDRAIN OUTLET PROTECTORS 10 EACH

SP FLUSHING UNDERDRAIN 63411 LIN. FT.

620 LIME 12 TON

620 SEEDING 6.00 ACRE

SS & 620 MULCH COVER 7.00 ACRE

620 WATER 632.4 M. GAL.

621 TEMPORARY SEEDING 1.00 ACRE

SS & 621 FILTER SOCK (12") 2000 LIN. FT.

621 SAND BAG DITCH CHECKS 220 BAG

621 DROP INLET SILT FENCE 1000 LIN. FT.

621 SILT FENCE 1000 LIN. FT.

621 SEDIMENT REMOVAL AND DISPOSAL 111 CU. YD.

621 ROCK DITCH CHECKS 30 CU. YD.

623 SECOND SEEDING APPLICATION 6.00 ACRE

635 ROADWAY CONSTRUCTION CONTROL 1.00 LUMP SUM

642 RUMBLE STRIPS IN ASPHALT SHOULDERS 118185 LIN. FT.

718 REFLECTORIZED PAINT PAVEMENT MARKING WHITE (10") 130 LIN. FT.

719 THERMOPLASTIC PAVEMENT MARKING WHITE (6") 9069 LIN. FT.

719 THERMOPLASTIC PAVEMENT MARKING WHITE (12") 1717 LIN. FT.

719 THERMOPLASTIC PAVEMENT MARKING YELLOW (6") 7370 LIN. FT.

719 THERMOPLASTIC PAVEMENT MARKING (WORDS) 2 EACH

719 THERMOPLASTIC PAVEMENT MARKING (ARROWS) 2 EACH

SP ENHANCED THERMOPLASTIC PAVEMENT MARKING WHITE (6") 80993 LIN. FT.

SP ENHANCED THERMOPLASTIC PAVEMENT MARKING YELLOW (6") 64793 LIN. FT.

721 RAISED PAVEMENT MARKERS (TYPE II) 1104 EACH

STRUCTURES OVER 20' SPAN

SS & 802 GROOVING 1918 SQ. YD.

803 CLASS 1 PROTECTIVE SURFACE TREATMENT 41.6 GAL.

803 CLASS 3 PROTECTIVE SURFACE TREATMENT 680 LIN. FT.

SS & 804 REINFORCING STEEL-BRIDGE (GRADE 60) 550 POUND

SS & 804 EPOXY COATED REINFORCING STEEL (GRADE 60) 3580 POUND

SS & 809 SILICONE JOINT SEALANT 312 LIN. FT.

SP BRIDGE DECK REPAIR FOR POLYMER OVERLAYS 4203 SQ. FT.

SP POLYMER OVERLAY 9340 SQ. YD.

SP HYDRODEMOLITION - CLASS 1 2080 SQ. YD.

SP BRIDGE DECK REPAIR FOR LATEX MODIFIED CONCRETE OVERLAYS 1294 SQ. FT.

SP LATEX MODIFIED CONCRETE OVERLAY (1 1/2" THICK) 2086 SQ. YD.

636 BRIDGE CONSTRUCTION CONTROL 1.00 LUMP SUM

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job 080662 - ardot.govardot.gov/progcon/letting/addenda/080662_1 plan sheets.pdf · gap cadron...

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