JOB PIECE NO.

Design

Detail

Check

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

Engr.:

Squad:

BRIDGE COUNTY

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

(04)

N/A

26348

TEE

RAH

"A"

AB01

SUMMARY OF PAY QUANTITES (BRIDGE)

GENERAL NOTES AND

PITTSBURG

HENSLEY

DEFRANCO

SH-71 OVER AN UNNAMED CREEK

GENERAL NOTES

VERIFICATION OF EXISTING CONDITIONS:

SPECIFICATIONS:

PROVISIONS (SEE PROPOSAL FOR SPECIAL PROVISIONS).

SPECIAL AND PLANS THE BY MODIFIED WHERE EXCEPT CONSTRUCTION, HIGHWAY FOR SPECIFICATIONS

STANDARD OKLAHOMA 2009 THE WITH ACCORDANCE IN BE SHALL MATERIALS AND CONSTRUCTION ALL

CONTACT THE BRIDGE DESIGN DIVISION OF THE OKLAHOMA DEPARTMENT OF TRANSPORTATION.

ASSISTANCE FOR PROJECT. WPA UNKNOWN AN ARE BRIDGE EXISTING THE FOR PLANS CONSTRUCTION

SOLELY RESPONSIBLE FOR THE ACCURACY THEREOF.

BE SHALL AND SHOWN AS WORk THE COMPLETE TO NECESSARY DIMENSIONS ALL VERIFY SHALL CONTRACTOR

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

ENGINEER.

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

THE TO DUE ROADWAY OR STRUCTURES BRIDGE NEW THE TO DAMAGE ANY ATTACHMENTS. OR STRUCTURE

BRIDGE NEW THE 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

CURTAINWALL INTO ROCK:

CURTAINWALL SHALL BE KEYED 6 INCHES INTO ROCK.

THE REACHED. BEEN HAS CURTAINWALL THE OF DEPTH TOTAL THE BEFORE ENCOUNTERED IS ROCK IF

TEMPORARY WORK ROAD:

ERODIBLE MATERIAL ACCEPTABLE TO THE ENGINEER.

NON OF MADE BE MUST ROAD WORK ACTIVITIES. CONSTRUCTION ALL OF COMPLETION THE AFTER CONDITION

AND FLOW NORMAL TO RETURNED BE TO BANKS STREAM AND CHANNEL CONSTRUCTION. OF END AT REMOVED

BE TO ROAD WORK TEMPORARY SHEET. ELEVATION" AND PLAN "GENERAL THE ON ROAD" WORK THRU SECTION

"TYPICAL THE IN SHOWN AS SPECIFICATION AND SIZE THE TO CONSTRUCTED BE SHALL ROADS WORK

TEMPORARY RETAINING STRUCTURES:

CONCRETE CURING:

ONCE CONCRETE HAS BEEN POURED, IT MUST CURE FOR A MINIMUM OF FOURTEEN (14) DAYS.

(1) UNCLASSIFIED EXCAVATION:

(2) STRUCTURAL EXCAVATION UNCLASSIFIED:

(3) REMOVAL OF EXISTING BRIDGE STRUCTURE:

EXCAVATION".

"UNCLASSIFIED OF YARD CUBIC PER BID PRICE THE IN INCLUDED BE SHALL ABOVE DESCRIBED AS WORK

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

APPROVED BY THE ENGINEER.

MANNER A IN OF DISPOSED AND CONTRACTOR THE OF PROPERTY THE BECOME SHALL EXCAVATION UNCLASSIFIED

REMAINING ANY ENGINEER. THE BY DIRECTED AS AND STANDARD SBI-4-2 THE IN SHOWN AS COMPLETED

BE SHALL PLACEMENT R.C.B. THE OF CONSTRUCTION THE FOR EXCAVATION" "UNCLASSIFIED ITEM PAY THE

EXCAVATION UNCLASSIFIED".

"STRUCTURAL OF YARD CUBIC PER BID PRICE THE IN INCLUDED BE SHALL ABOVE DESCRIBED AS WORK

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

PLACEMENT SHALL BE COMPLETED AS SHOWN IN THE SBI-4-2 STANDARD AND AS DIRECTED BY THE ENGINEER.

R.C.B. THE OF CONSTRUCTION THE FOR UNCLASSIFIED" EXCAVATION "STRUCTURAL ITEM PAY THE

ENVIRONMENTAL MITIGATION NOTES

AMERICAN BURYING BEETLE:

ARCHEOLOGICAL AVOIDANCE:

T8N-R18E: SECTION 15 SW1/4 SW1/4 SW1/4

EQUIPMENT STAGING, HAUL ROADS, SPOIL DUMPS OR ANY OFF-SITE PROJECT-RELATED ACTIVITY.

BORROW, FOR UTILIZED BE NOT MUST AREA FOLLOWING THE IN AREA PROJECT THE OUTSIDE LOCATIONS

(Typ.)

#4Bars

E3 or E4

(Typ.)

BARS #4

E2or E1

Phase IPhase II

Min.

Proj.

2'-6"

AT PHASE JOINT

DETAIL OF LAP LENGTH

Construction Joint

! of Phase

PAY QUANTITIES

PAY QUANTITIES

PAY QUANTITIES

MARK NO. SIZE FORM LENGTH VARIANCE

ITEM DESCRIPTION UNIT QUANTITY

ITEM DESCRIPTION UNIT QUANTITY

ITEM DESCRIPTION UNIT QUANTITY

0200 BRIDGE "A"

UNCLASSIFIED EXCAVATION1301

501(A) 1306

E3

E4

E1

E2

STR.

STR.

#4

#4

#4

#4

152

72

152

72

65'-8"

1

STR.

1

1

450.00

758.70

117,410.00

32'-4"

202(A)

STRUCTURAL EXCAVATION UNCLASSIFIED

CLASS AA CONCRETE C.Y.(BR-1)

(BR-1)

0640 CONSTRUCTION

LSUM 1.00

LSUM 1.00CONSTRUCTION STAKING LEVEL II (S-1)

(BR-1)

0600 STAKING

(1)

(2)

(3)

32'-4"

65'-8"

MARK NO. SIZE FORM LENGTH VARIANCE

STR.

C.Y.

C.Y.

LB.

1326509(A)

LSUM1397619(D) REMOVAL OF EXISTING BRIDGE STRUCTURE

THE BAR LIST SHOWN SUPPLEMENTS THAT FOUND IN STANDARD RCB-C2-16(2-8)01E

LENGTH INCLUDES ONE 2'-4" PHASED LAP LENGTH.

0096642(B)

1.00

2,825.00

PAY ITEMS NOTES

EARTHWORK PAY ITEMS.

RELATED FOR BID PRICE THE IN INCLUDED BE SHALL DESCRIBED AS WORK THE COMPLETE TO NECESSARY

INCIDENTALS AND SERVICES PROFESSIONAL MATERIALS, EQUIPMENT, LABOR, INCLUDING STRUCTURES RETAINING

TEMPORARY FOR COSTS THE PAYMENT. FOR MEASURED BE NOT WILL STRUCTURES RETAINING TEMPORARY

WORK ON THE RETAINING STRUCTURES.

STARTING BEFORE ENGINEER THE BY APPROVED AND SUBMITTED BE SHALL STRUCTURES RETAINING TEMPORARY

THE FOR DRAWINGS AND CALCULATIONS OKLAHOMA. OF STATE THE IN REGISTERED ENGINEER PROFESSIONAL

A BY DESIGNED STRUCTURES RETAINING TEMPORARY THE HAVE WILL CONTRACTOR THE NECESSARY,

BE STRUCTURES RETAINING TEMPORARY SHOULD SLOPES. FLATTER OR 2:1 MAINTAIN TO NECESSARY BE

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

1/16

5/15

BID PER LUMP SUM OF "REMOVAL OF EXISTING BRIDGE STRUCTURE".

PRICE THE IN INCLUDED BE SHALL INCIDENTALS AND EQUIPMENT, LABOR, INCLUDING ENGINEER THE BY DIRECTED

AS AND ABOVE DESCRIBED AS STRUCTURE EXISTING THE OF REMOVAL THE WITH ASSOCIATED COSTS ALL

THE ENGINEER.

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

MATERIALS AND STRUCTURE ALL STANDARD SPECIFICATIONS AND IN A MANNER APPROVED BY THE ENGINEER.

THE OF 619.04B(2) SECTION WITH ACCORDANCE IN 189+57 STA. CENTERLINE APPROXIMATE AT SPAN SLAB 9'X10'X9'

A OF DISPOSAL AND REMOVAL OF CONSISTS STRUCTURE" BRIDGE EXISTING OF "REMOVAL ITEM PAY THE

(BR-1)

511(B) 6010 EPOXY COATED REINFORCING STEEL

(EPOXY COATED REINFORCING) (PHASE 1)

BARREL BAR LIST

(EPOXY COATED REINFORCING) (PHASE 2)

* BARREL BAR LIST

EPOXY COATED REINFORCING STEEL:

OF STUB THRU DRAINAGE STRUCTURES OR PHASING JOINTS.

USE THE TO DUE COATED EPOXY BE SHALL RCB NEW THE OF CONSTRUCTION THE IN USED REINFORCING ALL

*

(BR-1):

SPECIFICATION.

STANDARD THE OF 109.01B SECTION SEE ONLY. QUANTITIES PLAN ON BASED BE WILL ITEM THIS FOR PAYMENT

(BR-2):

(S-1):

CONSTRUCTION FEATURES AS DETERMINED BY THE ENGINEER

EARTHWORK OTHER ALL AND ROADWAY THE FOR REPORTS/COMPUTATIONS VOLUME WITH SECTIONS

CROSS FINAL AND ORIGINAL, BENCHMARKS, DETOUR, OF CENTERLINE AND SURVEY, OF CENTERLINE RIGHT-OF-WAY,

NEW AND PRESENT OF STAKING INCLUDES CONTROL VERTICAL AND HORIZONTAL OF ESTABLISHMENT

(BR-1) (BR-2)

STEEL TO CONSTRUCT ALL COMPONENTS OF THE RCB.

REINFORCING "BLACK" OF USE STANDARD THE SUPERSEDE WILL STEEL REINFORCING COATED EPOXY OF USE

Ø

Ø ADD PAY ITEM 4/18/2016

MOBILIZATION LSUM 1.001399641

220 2800 SWPPP DOCUMENTATION AND MANAGEMENT

TEMPORARY RIGHT-OF-WAY THROUGHOUT PROJECT ACTIVITIES.

AND PERMANENT THE FROM REMOVED BE SHALL TRASH FOOD ALL AND CARCASSES CONSTRUCTION. DURING USED

BE SHALL LIGHTING ARTIFICIAL NO IMPACTS, ADVERSE AVOID TO ORDER IN ACT. SPECIES ENDANGERED THE UNDER

ENDANGERED AS LISTED IS THAT BEETLE BURYING CARRION LARGE A IS BEETLE BURYING AMERICAN THE

MIGRATORY BIRD NOTES:

NETTING MUST BE PRE-APPROVED BY THE ODOT BIOLOGIST.

THAN OTHER METHODS COMPLETE. IS SEASON NESTING THE UNTIL DELAYED WORK THE OR 1 APRIL TO PRIOR

NETTED BE MAY BRIDGE THE BIRDS, NESTING ANY HARM WILL WORK PROPOSED THE IF AUTHORIZED. IS STRUCTURE

THE NEAR WORK BEFORE BIRDS NESTING ANY TO DISRUPTION POSE WOULD WORK PROPOSED THE WHETHER

CONCLUDE AND METHODS WORK PROPOSED CONTRACTOR'S THE EVALUATE WILL ENGINEER RESIDENT THE

IN THE FUTURE NESTING SEASONS.

STRUCTURES THESE OCCUPY MAY BIRDS MIGRATORY SURVEY. INITIAL THE DURING OBSERVED NOT WAS CULVERTS

AND BRIDGES REMAINING THE OF USE BIRD MIGRATORY 2016. IN STUDIES BIOLOGICAL THE OF PART AS CONDUCTED

SURVEY INITIAL THE DURING OBSERVED BEEN HAS 07102 NO. NBI BRIDGE OF USE BIRD MIGRATORY

THE MIGRATORY BIRD TREATY ACT.

VIOLATE WOULD BIRDS OR EGGS HARM OR NESTS ACTIVE DESTROY WOULD WHICH ACTIVITIES ANY 31. AUGUST TO

1 APRIL FROM RUNS BIRDS THE FOR SEASON NESTING THE NESTING. FOR CULVERTS AND BRIDGES USE COMMONLY

BIRDS THESE ACT. TREATY BIRD MIGRATORY FEDERAL THE BY PROTECTED ARE BIRDS MIGRATORY

BAT BRIDGE REMOVAL MODIFICATION NOTE:

RIPARIAN VEGETATION REMOVAL RESTRICTION NOTE:

CONSTRUCTION (TOE OF SLOPE/TOP OF CUT).

OF LIMITS ACTUAL THE WITHIN AREAS TO RESTRICTED BE SHALL SHRUBS AND TREES OF REMOVAL THE

BAT’S MATERNITY ROOSTING SEASON. ANY DELAY DUE TO THIS WILL NOT BE COMPENSATED.

THE OF DURATION THE OF PART OR ALL FOR PROHIBITED BE MAY AND RESTRICTED BE WILL BRIDGE THE ON WORK

SERVICE. WILDLIFE AND FISH US WITH CONSULT WILL PROGRAM RESOURCES BIOLOGICAL ODOT THE DETECTED,

ARE SPECIES BAT LISTED IF 15. AUGUST AND 15 MAY BETWEEN ONLY CONDUCTED BE CAN SURVEY THE

ODOT BIOLOGIST AT 405-521-2515 TO CONDUCT A BAT SURVEY.

THE CONTACT SHALL ENGINEER RESIDENT THE 15, NOVEMBER AND 1 APRIL BETWEEN OCCUR TO IS MODIFICATION

OR REMOVAL BRIDGE THE IF SITES. ROOSTING SUMMER AS BRIDGES USE CAN SPECIES THESE ACT. SPECIES

ENDANGERED THE BY PROTECTED BAT EATING INSECT MIGRATORY, A IS BATS LONG-EARED NORTHERN THE

5/10/2016Ù REVISE ENVIRO. NOTES

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