28782

EXCEPT AS MODIFIED BY THE PLANS AND SPECIAL PROVISIONS.

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

PROVIDE QP-2 CERTIFICATION TO THE RESIDENT ENGINEER PRIOR TO START OF WORK.

SSPC QP-2 CERTIFICATION WILL BE REQUIRED FOR THIS PROJECT.

VERIFICATION OF EXISTING CONDITIONS:

DESCRIPTION OF WORK:

WORK SITE OBSTRUCTIONS:

WITH REMOVAL OF OBSTRUCTIONS SHALL BE INCLUDED IN OTHER ITEMS OF WORK.

ASSOCIATED COSTS ALL WORK. BEGINNING TO PRIOR CONTRACTOR THE BY REMOVED BE SHALL PERFORMED

BEING OPERATIONS PAINT WITH INTERFERING DEBRIS, AND VEGETATION INCLUDING OBSTRUCTIONS ALL

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

NEGLIGENCE 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

CLEAN THE DEBRIS SHALL BE INCLUDED IN OTHER ITEMS OF WORK.

TO COSTS ALL SEATS. BRIDGE AND PIERS OF TOPS THE FROM DEBRIS ALL REMOVE SHALL CONTRACTOR THE

WHAT METHOD OF REPAIR SHALL BE USED.

SO, IF AND NECESSARY ARE REPAIRS ANY IF DETERMINE SHALL ENGINEER BRIDGE THE DAMAGE. THE OF EXTENT

THE TO AS ENGINEER BRIDGE THE NOTIFY WILL TURN IN WHO ENGINEER RESIDENT THE NOTIFYING FOR RESPONSIBLE

BE SHALL CONTRACTOR THE CLEANING DURING EXPOSED IS STEEL STRUCTURAL DETERIORATED ANY IF

SPECIFICATIONS:

SSPC QP-2 CERTIFICATION:

CLEANING OF DEBRIS:

EXPOSURE OF DETERIORATED STRUCTURAL STEEL:

LABEL PAINT SYSTEM:

GENERAL NOTES

VERTICAL CLEARANCE SIGNS:

WORK.

OF ITEMS OTHER IN INCLUDED BE TO COST NECESSARY. AS SIGNS, CLEARANCE VERTICAL REINSTALL AND REMOVE

SECTION 512 OF THE STANDARD SPECIFICATIONS.

WITH ACCORDANCE IN BRIDGE OF CORNER SOUTHWEST THE ON GIRDER EXTERIOR THE INSIDE COMPLETION OF

DATE AND NAME CONTRACTOR'S NAME, MANUFACTURER'S TYPES, PAINT THE STENCIL SHALL CONTRACTOR THE

OF THE OKLAHOMA DEPARTMENT OF TRANSPORTATION.

BRANCH REPRODUCTIONS THE FROM OBTAINED BE MAY STRUCTURES, EXISTING THE FOR PLANS CONSTRUCTION

PLANS:ENVIRONMENTAL MITIGATION NOTES

GENERAL NOTES (CONT.)

JOB PIECE NO.

Design

Detail

Check

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

Engr.:

Squad:

MULTIPLE BRIDGES MULTIPLE COUNTY

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

512(B)

0200

1.00

1.00

512(B)

1.00

1.00

UNIT

UNITDESCRIPTION

28782(04)

BRIDGE 'A' - NBI 18305

512(A) 1323 PAINTING EXISTING STRUCTURES (1) (3) LSUM

LSUM COLLECTION AND HANDLING OF WASTE (2) (3)6303

0201 BRIDGE 'B' - NBI 17566

1323512(A)

6303 COLLECTION AND HANDLING OF WASTE (2) (3)

LSUM

LSUM

ITEM QUANTITY

QUANTITYDESCRIPTIONITEM

PAY QUANTITIES

PAY QUANTITIES28782(04)

512(B)

0202

1.00

1.00

512(B)

1.00

1.00

UNIT

UNITDESCRIPTION

28782(04)

BRIDGE 'C' - NBI 17255

512(A) 1323 LSUM

LSUM COLLECTION AND HANDLING OF WASTE (2) (3)6303

0203 BRIDGE 'D' - NBI 17229

1323512(A)

6303 COLLECTION AND HANDLING OF WASTE (2) (3)

PAINTING EXISTING STRUCTURES (1) (3) LSUM

LSUM

ITEM QUANTITY

QUANTITYDESCRIPTIONITEM

PAY QUANTITIES

PAY QUANTITIES28782(04)

PAY ITEM NOTES

THE ON SITE LOCATION FOR TEMPORARY STORAGE OF LEAD WASTE MUST BE APPROVED BY THE ENGINEER.

WASTE.

COMPLY WITH SECTION 512 OF THE STANDARD SPECIFICATIONS FOR HAZARDOUS AND NON-HAZARDOUS

PAINT ON THESE STRUCTURE CONTAIN LEAD. THE CONTRACTOR IS RESPONSIBLE FOR TESTING AND WILL

OTHER THAN PAINTING AS SPECIFIED IN THE STANDARD SPECIFICATIONS.

OF WASTE, SAMPLING AND TESTING OF SOIL, AIR AND WASTE MATERIALS, PERMITS AND RELATED ITEMS

NECESSARY FOR CLEANING, CONTAINMENT, STABILIZATION, INCINERATION, TRANSPORTATION AND DISPOSAL

(2) PAY ITEM "COLLECTION AND HANDLING OF WASTE" SHALL INCLUDE ALL LABOR, MATERIALS AND INCIDENTALS

PRICE BID PER LUMP SUM OF "PAINTING EXISTING STRUCTURES"

ALL COSTS INCLUDING CLEANING, PAINTING, EQUIPMENT, LABOR AND INCIDENTAlS WILL BE INCLUDED IN

FOR STRUCTURAL STEEL" OF THE STANDARD SPECIFICATIONS.

THE PAINT SYSTEM AND APPLICATION THEREOF SHALL BE IN ACCORDANCE WITH SECTION 730 "PAINT

ITEMS AS SPECIFIED IN SECTION 512 OF THE STANDARD SPECIFICATIONS FOR A CATEGORY "E" APPLICATION.

SUPERSTRUCTURE SECTIONS INCLUDING BRACINGS, BEARING DEVICES AND ANY OTHER MISCELLANEOUS

(1) PAY ITEM "PAINTING EXISTING STRUCTURES" SHALL CONSIST OF CLEANING AND PAINTING OF ALL BRIDGE

A CATEGORY "O" APPLICATION.

(4) PAINT METAL HANDRAILS AND HANDRAIL POSTS AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR

512(B)

0204

1.00

1.00

UNITDESCRIPTION

28782(04)

BRIDGE 'E' - NBI 16612

512(A) 1323 LSUM

LSUM COLLECTION AND HANDLING OF WASTE (2) (3)6303

ITEM QUANTITY

PAY QUANTITIES

1.00

UNIT

0640

641

CONSTRUCTION

1399 MOBILIZATION LSUM

ITEM DESCRIPTION QUANTITY

PAY QUANTITIES28782(04)

MOLLA-ESMAIL

STRUCTURE 'E' WAS CONSTRUCTED UNDER PROJ. NO. I-35-1(15)(16)025

STRUCTURE 'C' AND 'D' WERE CONSTRUCTED UNDER PROJ. NO. F.A.P.-I-35-1(52)039.

STRUCTURE 'B' WAS CONSTRUCTED UNDER PROJ. NO. I-35-2-(105)046.

SBR-208C(022)SB.

NO. PROJ. UNDER REHABILATED AND 8(66) S.A.P. NO. PROJ. UNDER CONSTRUCTED WAS 'A' STRUCTURE

ASK FOR:

OKLAHOMA CITY, OKLAHOMA 73105

200 NE 21ST STREET

OKLAHOMA DEPARTMENT OF TRANSPORTATION

REPRODUCTION BRANCH

01/19TIS

AB01

PAY QUANTITIES

GENERAL NOTES AND

SORRELS

(04)

PAINTING EXISTING STRUCTURES (1) (3)

APPLICATION.

PAINT THE SECURE TO CONTRACTOR OF RESPONSIBILITY SOLE THE IS IT ENGINEER. THE BY APPROVED

AS USED BE WILL EQUIPMENT NECESSARY OTHER AND TARPS PAINTING. AND CLEANING DURING TRAFFIC

THE TO CAUSED IS DAMAGE NO THAT ENSURE TO TAKEN BE SHALL CARE E). AND B (BRIDGE HANDRAIL AND

E) D, C, B, A, (BRIDGES SUPERSTRUCTURE BRIDGE THE ON STEEL EXISTING THE PAINTING OF CONSISTS PROJECT THE

PAINTING EXISTING STRUCTURES (1) (3) (4)

PAINTING EXISTING STRUCTURES (1) (3) (4)

FOR THE ACCURACY THEREOF. NO COMPENSATION WILL BE ALLOWED FOR ERRORS IN THESE ESTIMATES.

THE AREA SHOWN FOR STRUCTURAL STEEL IS APPROXIMATE, AND THE STATE ASSUMES NO RESPONSIBILITY

STR. 'E' ESTIMATED AREA OF STRUCTURAL STEEL TO BE PAINTED IS APPROXIMATELY 8,500 SQUARE FEET.

STR. 'D' ESTIMATED AREA OF STRUCTURAL STEEL TO BE PAINTED IS APPROXIMATELY 6,500 SQUARE FEET.

STR. 'C' ESTIMATED AREA OF STRUCTURAL STEEL TO BE PAINTED IS APPROXIMATELY 7,500 SQUARE FEET.

STR. 'B' ESTIMATED AREA OF STRUCTURAL STEEL TO BE PAINTED IS APPROXIMATELY 10,000 SQUARE FEET.

(3) STR. 'A' ESTIMATED AREA OF STRUCTURAL STEEL TO BE PAINTED IS APPROXIMATELY 7,000 SQUARE FEET.

PRE-APPROVED BY THE ODOT BIOLOGIST.

BE MUST NETTING THAN OTHER METHODS 1. MARCH TO PRIOR OPENINGS, SMALLER OR 0.25-INCH WITH

NETTING POLYPROPYLENE WEATHER-RESISTANT OF PLACEMENT THE BY STRUCTURE A WITHIN OR ON SITES NEST

SUITABLE FROM BIRDS ADULT OF EXCLUSION THE INCLUDE OPTIONS INJURY. OR DEATH BIRD IN RESULT NOT DO

THAT MEANS BY 1, MARCH TO PRIOR ESTABLISHMENT NEST NEW FROM PROTECTED BE MAY BRIDGE THE OCCUPIED.

NOT ARE NESTS BIRD MIGRATORY WHEN 28, FEBRUARY AND 1, SEPTEMBER BETWEEN CONDUCTED BE SHALL

BRIDGE/STRUCTURES EXISTING THE OF DEMOLITION OR REHABILITATION RETROFIT, REPAIR, PAINTING, THEN

OBSERVED ARE BIRDS IF OBSERVED. IS STRUCTURES EXISTING THE OF USE BIRD ANY IF 405-210-3671 AT BIOLOGIST

ODOT THE CONTACT SHALL ENGINEER RESIDENT THE PROJECT. THIS ON DONE WAS SURVEY NO 31. AUGUST TO 1

MARCH FROM EXTENDS SPECIES BIRD MOST FOR SEASON NESTING THE NESTING. FOR CULVERTS AND BRIDGES USE

COMMONLY BIRDS MANY ACT. TREATY BIRD MIGRATORY FEDERAL THE BY PROTECTED ARE BIRDS MIGRATORY

BRIDGE 'B' (NBI # 17560)Ø

Ø 5/23/2019ADDED NOTE

BRIDGE.

THE ON TRUCKS AND EQUIPMENT PARKING WHEN CONTRACTOR THE BY OBSERED BE MUST LIMITS WEIGHT THESE

BASED ON THE TRUCK CONFIGURATION. SEE WEIGHT LIMIT DEPICTION BELOW:

TONS 42 OR 33, 21, TO LIMITED IS BRIDGE THE OF CAPACITY CARRYING LOAD THE BRIDGE. POSTED LOAD A IS THIS