REMOVED MATERIAL:

CONTRACTOR AND SHALL BE DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER.

THE OF PROPERTY THE BECOME SHALL PROJECT THIS DURING REMOVED DEBRIS AND MATERIAL ALL

CLEANING BRIDGE SEATS AND PIER CAPS:

BRIDGE SEATS AND PIER CAPS SHALL BE PAID FOR IN OTHER ITEMS OF WORK.

THE CLEANING OF COSTS ALL DEBRIS. ALL OF CLEAN SWEPT BE SHALL CAPS PIER AND SEATS BRIDGE ALL

UTILITIES:

REPAIRED AT THE CONTRACTORS EXPENSE.

BE WILL UTILITIES THE TO DAMAGE ANY PRESENT. BE MAY THAT LINES UTILITY ANY DAMAGE TO NOT CARE

TAKE AND CONSTRUCTION DURING PRECAUTIONS SAFETY NECESSARY ALL TAKE SHALL CONTRACTOR THE

SEQUENCE OF CONSTRUCTION:

GENERAL NOTES

EXCEPT AS MODIFIED BY THE PLANS AND SPECIAL PROVISIONS.

CONSTRUCTION, HIGHWAY FOR SPECIFICATIONS STANDARD 2009 THE OF REQUIREMENTS THE WITH COMPLY

SPECIFICATIONS:

PLANS:

BRIDGE "A": AS BUILT PLANS WERE NOT FOUND. SH-131 OVER NORTH BOGGY CREEK IN ATOKA COUNTY

ASK FOR:

OKLAHOMA CITY, OKLAHOMA 73105

200 NE 21ST STREET

OKLAHOMA DEPARTMENT OF TRANSPORTATION

OFFICE SERVICES DIVISION

DIVISION OF THE OKLAHOMA DEPARTMENT OF TRANSPORTATION.

SERVICES OFFICE THE FROM OBTAINED BE MAY STRUCTURES, EXISTING THE FOR PLANS CONSTRUCTION

ATOKA

VERIFICATION OF EXISTING CONDITIONS:

NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, TO THE SATISFACTION OF THE ENGINEER.

CONTRACTOR'S THE TO DUE ROADWAY OR STRUCTURE BRIDGE THE TO DAMAGE ANY ROADWAY. OR STRUCTURE

BRIDGE EXISTING ANY TO DAMAGE PREVENT TO PRECAUTIONS NECESSARY ALL TAKE SHALL AND PRACTICE

CONSTRUCTION GOOD WITH CONSISTENT METHODS ADOPT SHALL CONTRACTOR THE PERFORMED. BE WILL IT

WHICH UNDER CONDITIONS AND WORK THE OF NATURE THE OF THEMSELVES INFORM FULLY SHALL BIDDERS

BE SOLELY RESPONSIBLE FOR THE ACCURACY THEREOF.

SHALL AND DESCRIBED AS PROJECT THE COMPLETE TO NECESSARY DIMENSIONS ALL VERIFY SHALL CONTRACTOR

THE APPROXIMATE. ARE PLANS THE ON SHOWN COMPONENTS BRIDGE EXISTING THE OF DIMENSIONS ALL

PAY ITEM NOTES

JOB PIECE NO.

Design

Detail

Check

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

Engr.:

Squad:

BRIDGE COUNTY

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

(04)

N/A

11/19

11/19

N/A

34094

SH-131 OVER NORTH BOGGY CREEK

TEE

LAF

OF PAY QUANTITIES (BRIDGE)

GENERAL NOTES AND SUMMARY

"A"

HENSLEY

DEFRANCO

AB01

DECK REPAIR".

BRIDGE B "CLASS OF YARD SQUARE PER BID PRICE THE IN INCLUDED BE SHALL SHOWN AS WORK THE COMPLETE

TO NECESSARY INCIDENTALS AND MATERIAL, EQUIPMENT, LABOR, INCLUDING REPAIR THE OF COSTS ALL

INHIBITOR (SURFACE APPLIED)".

CORROSION "(SP) OF YARD SQUARE FOR BID PRICE UNIT PER SEPARATELY FOR PAID AND PROVISIONS SPECIAL

THE TO ACCORDING APPLIED BE SHALL IT INHIBITOR CORROSION USE TO ELECTS DIVISION THE IF INHIBITOR.

CORROSION WITH TREATED BE MAY EXPOSED AREAS DECK AND STEEL REINFORCING COATED EPOXY NON-

EXISTING PLACE. IN LEFT AND STRAIGHTENED, CLEANED, BE SHALL STEEL REINFORCING DECK EXISTING THE

PAYMENT SHALL BE FOR THE ACTUAL REPAIRS MADE. NO PAYMENT SHALL BE MADE FOR WORK NOT PERFORMED.

ENGINEER. THE BY FIELD THE IN DETERMINED BE SHALL REPAIR THE OF EXTENT AND LOCATION ACTUAL THE

FOR FURTHER ACTION.

ENGINEER THE TO THIS REPORT IMMEDIATELY SHALL CONTRACTOR THE REPAIR, OF LEVEL THIS BY REACHED NOT

IS CONCRETE SOUND IF SPECIFIED. LEVEL THE BELOW CONCRETE REMOVE NOT SHALL CONTRACTOR THE

SECTION 513.04D(2) OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

WITH ACCORDANCE IN STEEL REINFORCING OF MAT BOTTOM THE TO DOWN DECK BRIDGE THE ON CONCRETE

UNSOUND OF PORTIONS REPLACING AND REMOVING OF CONSISTS REPAIR" DECK BRIDGE B "CLASS ITEM PAY

(7) CLASS B BRIDGE DECK REPAIR:

DECK REPAIR".

BRIDGE C "CLASS OF YARD SQUARE PER BID PRICE THE IN INCLUDED BE SHALL SHOWN AS WORK THE COMPLETE

TO NECESSARY INCIDENTALS AND MATERIAL, EQUIPMENT, LABOR, INCLUDING REPAIR THE OF COSTS ALL

INHIBITOR (SURFACE APPLIED)".

CORROSION "(SP) OF YARD SQUARE FOR BID PRICE UNIT PER SEPARATELY FOR PAID AND PROVISIONS SPECIAL

THE TO ACCORDING APPLIED BE SHALL IT INHIBITOR CORROSION USE TO ELECTS DIVISION THE IF INHIBITOR.

CORROSION WITH TREATED BE MAY EXPOSED AREAS DECK AND STEEL REINFORCING COATED EPOXY NON-

EXISTING PLACE. IN LEFT AND STRAIGHTENED, CLEANED, BE SHALL STEEL REINFORCING DECK EXISTING THE

PAYMENT SHALL BE FOR THE ACTUAL REPAIRS MADE. NO PAYMENT SHALL BE MADE FOR WORK NOT PERFORMED.

ENGINEER. THE BY FIELD THE IN DETERMINED BE SHALL REPAIR THE OF EXTENT AND LOCATION ACTUAL THE

THE DIVISION IN ACCORDANCE WITH SECTION 502 OF THE STANDARD SPECIFICATIONS.

BY APPROVED AS REPAIR OF AREA THE FOR WORK FORM APPROPRIATE THE USE SHALL CONTRACTOR THE

STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

THE OF D(3) 513.04 SECTION WITH ACCORDANCE IN DECK THE OF DEPTH FULL THE DECK BRIDGE THE ON CONCRETE

UNSOUND OF PORTIONS REPLACING AND REMOVING OF CONSISTS REPAIR" DECK BRIDGE C "CLASS ITEM PAY

(8) CLASS C BRIDGE DECK REPAIR:

(6) CLASS C CONCRETE: (DRAINS AT END OF BRIDGE)

THE PRICE BID PER CUBIC YARD OF "CLASS C CONCRETE".

IN INCLUDED BE SHALL INCIDENTALS AND EQUIPMENT LABOR, INCLUDING INSTALLATION THIS OF COSTS ALL

THE SLOPE OF THE BRIDGE HEADERS OR AS DIRECTED BY THE ENGINEER.

BY FIELD THE IN DETERMINED BE SHALL BASINS SPLASH AND SLIDES DRAIN OUT' 'RUN-OF PLACEMENT FINAL

AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER.

REPAIRED BE SHALL UTILITIES TO DAMAGE ANY PRESENT. BE MAY THAT UTILITIES ANY TO DAMAGE PREVENT AND

WAY OF-RIGHTS-OF INTEGRITY THE PRESERVE AND LOCATE TO RESPONSIBILITY CONTRACTORS THE IS IT

SHOWN IN THE PLANS AND AS DIRECTED BY THE ENGINEER.

AS BRIDGE OF ENDS AT DRAINS NEW OF BUILDING THE OF CONSIST SHALL CONCRETE" C "CLASS ITEM PAY

(5) ASPHALT MEMBRANE OVERLAY:

WORK SHALL BE INCLUDED IN THE PRICE BID PER SQUARE YARD OF "ASPHALT MEMBRANE OVERLAY".

THE COMPLETE TO NECESSARY INCIDENTALS AND MATERIAL EQUIPMENT, LABOR, INCLUDING COSTS ALL

SURFACE AND THE 100 FT OF TRANSITION TO NEW BRIDGE DECK GRADE ON EACH END OF THE BRIDGE.

DRIVING DECK BRIDGE ENTIRE THE COVER SHALL 'A' BRIDGE FOR OVERLAY MEMBRANE ASPHALT THE

WITH SUPERPAVE, TYPE S4 (PG 76-28 OK).

REPLACED BE TO ASPHALT SPECIFICATIONS. STANDARD THE OF 505 SECTION WITH ACCORDANCE IN FLASHING

AND PRIMER, MEMBRANE, COAT, TACK ASPHALT, INCLUDES OVERLAY" MEMBRANE "ASPHALT ITEM PAY

(2) COLD MILLING PAVEMENT:

AND INCIDENTALS SHALL BE INCLUDED IN THE PRICE BID PER SQUARE YARD OF "COLD MILLING PAVEMENT".

EQUIPMENT LABOR, CUTTING, SAW INCLUDING OPERATIONS MILLING COLD WITH ASSOCIATED COSTS ALL

SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE ENGINEER.

WORK THE OF RESULT A AS STRUCTURE EXISTING THE TO DONE DAMAGE STRUCTURE. THE ON PLACED MATERIALS

NEW OR STRUCTURE EXISTING THE HARM NOT WILL WHICH MANNER A IN PERFORMED BE SHALL MILLING COLD

APPROVED BY THE ENGINEER.

MANNER A IN OF DISPOSED BE AND CONTRACTOR THE OF PROPERTY BECOME SHALL MATERIAL REMOVED

CONSTRUCTION. HIGHWAY FOR SPECIFICATIONS STANDARD 2009 THE OF 412 SECTION WITH ACCORDANCE

IN AND PLANS THE IN SHOWN LIMITS THE TO PAVING APPROACH AND DECK BRIDGE THE OVER MEMBRANE

AND OVERLAY ASPHALT EXISTING THE OF REMOVAL THE INCLUDES PAVEMENT" MILLING "COLD ITEM PAY

(3) DIAMOND GRINDING CONCRETE PAVEMENT:

PAVEMENT".

CONCRETE GRINDING "DIAMOND OF YARD SQUARE PER BID PRICE THE IN INCLUDED BE SHALL INCIDENTALS

AND EQUIPMENT LABOR, CUTTING, SAW INCLUDING GRINDING DIAMOND WITH ASSOCIATED COSTS ALL

THE WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE ENGINEER.

OF RESULT A AS STRUCTURE EXISTING THE TO DONE DAMAGE STRUCTURE. THE ON PLACED MATERIALS NEW OR

STRUCTURE EXISTING THE HARM NOT WILL WHICH MANNER A IN PERFORMED BE SHALL GRINDING DIAMOND

425 OF THE 2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

SECTION WITH ACCORDANCE IN MEMBRANE NEW THE PUNCTURE MIGHT THAT EDGES SHARP ANY REMOVE TO OFF

MILLED BEEN HAS MEMBRANE EXISTING ANY AND OVERLAY CONCRETE ASPHALT EXISTING THE ONCE SLAB DECK

BRIDGE THE GRINDING DIAMOND OF CONSIST SHALL PAVEMENT" CONCRETE GRINDING "DIAMOND ITEM PAY

PAY ITEM NOTES

(11) TEMPORARY RETAINING STRUCTURES: (FORMING WALL CONSTRUCTION)

OF "TEMPORARY SHEET PILING".

SUM LUMP PER BID PRICE THE IN INCLUDED BE SHALL STRUCTURES RETAINING TEMPORARY BUILD TO NECESSARY

INCIDENTALS AND MATERIAL, SERVICES, ENGINEERING EQUIPMENT, LABOR, INCLUDING COSTS ALL

APPROVED BY THE ENGINEER BEFORE STARTING WORK ON THE RETAINING STRUCTURES.

AND SUBMITTED BE SHALL STRUCTURES RETAINING TEMPORARY THE FOR DRAWINGS AND CALCULATIONS

BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OKLAHOMA.

DESIGNED STRUCTURES RETAINING TEMPORARY THE HAVE WILL CONTRACTOR THE NECESSARY, BE STRUCTURES

RETAINING TEMPORARY SHOULD SLOPES. FLATTER OR 2:1 MAINTAIN AND WINGS REBUILD TO NECESSARY BE

MAY STRUCTURES RETAINING TEMPORARY ALLOWED. BE NOT WILL 2:1 THAN STEEPER SLOPES TEMPORARY

(1) UNCLASSIFIED BORROW:

LUMP SUM OF CUBIC YARDS OF "UNCLASSIFIED BORROW".

PER BID PRICE THE IN INCLUDED BE SHALL INCIDENTALS AND EQUIPMENT LABOR, INCLUDING ABOVE DESCRIBED

AS GRADING AND COMPACTION AND EARTHWORK OF PLACEMENT THE FOR NECESSARY COSTS ALL

USED TO CORRECT SLOPES AND FILL WASHES AS DIRECTED BY THE ENGINEER.

BE MAY MATERIAL THIS ADDITIONALLY, PLANS. THE IN SHOWN AS 'A', BRIDGE ON CONSTRUCTION WING OF AREA

THE BACKFILL TO NEEDED EARTH OF AMOUNT AN OF CONSIST SHALL BORROW" "UNCLASSIFIED ITEM PAY

EXPANSION MATERIAL:(4) REHABILITATED EXPANSION JOINT WITH ELASTOMERIC MORTAR AND PREFORMED SILICONE

LINEAR FOOT OF "EXPANSION DEVICE" AND THE UNIT PRICE BID PER CUBIC FOOT OF "ELASTOMERIC MORTAR".

PER BID PRICE UNIT THE IN INCLUDED BE SHALL PLANS THE IN SHOWN AS WORK THE COMPLETE TO NECESSARY

INCIDENTALS AND MATERIAL, EQUIPMENT, LABOR, ARMOUR, THE OF REMOVAL INCLUDING COSTS ALL

BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE ENGINEER.

SHALL NEGLIGENCE CONTRACTOR'S THE TO DUE BRACING STRUCTURAL OR CONNECTORS SHEAR PLATES, COVER

BEAMS, EXISTING REINFORCING, THE TO DAMAGE ANY REINFORCING. DECK EXISTING INTO CUT TO NOT CARE TAKE

SHALL CONTRACTOR THE ACTION. REMEDIAL FOR ENGINEER THE TO REPORTED BE SHOULD DAMAGE SUCH ANY

CONCRETE. DECK OF LOSS OR DECK BRIDGE THE TO DAMAGE IN RESULT NOT SHOULD REMOVAL THE PLANS. THE

IN SHOWN AS JOINT THE AT ARMOUR STEEL EXISTING OF PORTION THE REMOVE SHALL CONTRACTOR THE

IN ACCORDANCE WITH SUBSECTION 504.04C(2) OF THE STANDARD SPECIFICATIONS.

MORTAR ELASTOMERIC WITH PLANS THE IN SHOWN AS REPAIRED BE SHALL CONCRETE SPALLED OR BROKEN

MATERIAL IN ACCORDANCE WITH THE SPECIAL PROVISIONS 701-18(A-B)09 AND 504-8(A-C)09.

EXPANSION SILICONE PREFORMED WITH PLANS THE IN SHOWN AS JOINT EXPANSION EXISTING SEAL

(10) INSTALLATION OF NEW CURBS AT END OF BRIDGE:

STEEL".

REINFORCING COATED "EPOXY OF LB PER BID PRICE AND CONCRETE" "AA" "CLASS OF YARD CUBIC PER BID PRICE

THE IN INCLUDED BE SHALL INCIDENTALS, AND EQUIPMENT LABOR, INCLUDING INSTALL, THIS FOR COSTS ALL

JOINTS FORMED AT THE CURBS SHALL BE SEALED AS SHOWN IN THE PLANS.

NEW SHOWN. AS CURBS DRAIN NEW THE MEET TO TAPER SHALL EXTENSIONS CURB NEW THE DECK. BRIDGE THE

ON CURBS EXISTING THE MATCH TO CONCRETE 'AA' CLASS NEW FORM THEN SHALL CONTRACTOR THE WINGS. THE

WITH ALONG DEMOLISHED BE MUST WINGS CURRENT THE TO ATTACHED DIRECTLY BLOCKS CURB THE THAT NOTE

ENGINEER. THE BY DIRECTED AS AND PLANS THE IN SHOWN AS DECK BRIDGE THE OF ENDS THE AT EXTENSION CURB

CONCRETE THE OF CONSTRUCTION THE OF CONSISTS BRIDGE" OF END AT CURBS NEW OF "INSTALLATION

PRICE BID PER LINEAR FEET OF "PILES, DRIVEN (HP 10X42)".

UNIT AND 10X42)" (HP FURNISHED "PILES, OF FEET LINEAR PER BID PRICE UNIT THE IN INCLUDED BE SHALL ABOVE

DESCRIBED AS WORK THE COMPLETE TO NECESSARY INCIDENTALS AND EQUIPMENT LABOR, OF COSTS ALL

TO THE POINT OF REFUSAL OR A MAXIMUM OF 15 FT EACH, AS DIRECTED BY THE ENGINEER.

PILES THE DRIVE TO GIVEN IS LENGTH APPROXIMATE AN WINGS. NEW THE OF PART INTEGRAL AN AS PILES THE OF

PLACEMENT THE TO CORRESPONDS 10X42)" (HP DRIVEN "PILES, AND 10X42)" (HP FURNISHED "PILES, ITEMS PAY

(9) PILES (HP 10X42):

ITEM DESCRIPTION UNIT QUANTITY

PAY QUANTITIES

0200 BRIDGE 'A' - NBI 16723 - SH-131 OVER NORTH BOGGY CREEK

513(B) 6019 SYCLASS B BRIDGE DECK REPAIR

6130535 (SP) CORROSION INHIBITOR (SURFACE APPLIED) SY

509(A) 1326 CYCLASS AA CONCRETE

513(C) 6020 CLASS C BRIDGE DECK REPAIR SY

505(D) 6080 SYASPHALT MEMBRANE OVERLAY

425 5195 SYDIAMOND GRINDING CONCRETE PAVEMENT

412 5267 SYCOLD MILLING PAVEMENT (2)

(3)

(5)

(7)

(8)

1,028.00

278.00

1,001.00

43.60

30.00

45.00

53.00

ITEM DESCRIPTION UNIT QUANTITY

PAY QUANTITIES

1399

0640 CONSTRUCTION

641 MOBILIZATION LSUM 1.00

504(H) 6389 ELASTOMERIC MORTAR (4) CF 22.00

202(D) 1302 CYUNCLASSIFIED BORROW (1) 250.00

504(C) 1450 EXPANSION DEVICE (4) LF 63.00(BR-1)

(7)(8)

514(A) 6010 LFPILES, FURNISHED (HP 10X42)

514(B) 6292 PILES, DRIVEN (HP 10X42) LF

60.00

60.00(9)

511(B) 6010 EPOXY COATED REINFORCING STEEL LB 6,400.00

509(D) 1331 CLASS C CONCRETE (6) CY 7.70

(10)

(10)

ABUTMENT SEAT AND WING, RESPECTIVELY.

CURB, EACH FOR CONCRETE AA CLASS OF CY 8.80 AND 1.50 0.60, OF QUANTITY ESTIMATED AN IS THERE -

STEEL FOR EACH CURB, ABUTMENT SEAT AND WING, RESPECTIVELY.

REINFORCING COATED EPOXY OF LB 1030.00 AND 470.00 100.00, OF QUANTITY ESTIMATED AN IS THERE -

***

**

SEE SECTION 109.01B OF THE STANDARD SPECIFICATIONS.

PAYMENT FOR THIS ITEM WILL BE BASED ON THE PLAN QUANTITY ONLY.

(BR-1:)

**

***

514(J) 6390 TEMPORARY SHEET PILING LSUM 1.00

*

31.10 TONS FOR THE DECK AND 81.90 TONS 100 FT OF TRANSITION IN EACH SIDE OF THE BRIDGE.

- THERE IS AN ESTIMATED QUANTITY OF 113 TONS OF SUPERPAVE, TYPE S4 (PG 76-28 OK), WHICH INCLUDES *

(9)

(11)

LAY ALL REQUIRED ASPHALT ON ENTIRE BRIDGE DECK AND APPROACHESH.

REMOVE ALL BARRIER WALLG.

PERFORM REQUIRED CONSTRUCTION ON THE OTHER SIDEF.

RESET BARRIER WALLE.

PERFORM REQUIRED CONSTRUCTION ON ONE SIDED.

INSTALL BARRIER WALLC.

MILL ENTIRE BRIDGE DECK AND BOTH TIE INSB.

INSTALL ADVANCE WARNING SIGNAGEA.

THIS WORK CONSISTS OF THE FOLLOWING:

1

1 REVISE SEQUENCE 6/5/20

34094(04) GENERAL NOTES AND SUMMARY OF PAY QUANTITIES (BRIDGE)