PAY QUANTITIES...(4) 0200 ITEM DESCRIPTION UNIT QUANTITY PAY QUANTITIES 24239(06) COLLECTION AND...

SPECIFICATIONS:

GENERAL NOTES

ENVIRONMENTAL NOTES

ENVIRONMENTAL MITIGATION:

PAY ITEM NOTES

PLANS:

THE ODOT BIOLOGIST.

DELAYED UNTIL THE NESTING SEASON IS COMPLETE. METHODS OTHER THAN NETTING MUST BE PRE-APPROVED BY

IF THE PROPOSED WORK WILL HARM THE NESTING BIRDS, THE BRIDGE MAY NETTED PRIOR TO APRIL 1 OR THE WORK

THE PROPOSED WORK WOULD HARM THE NESTING BIRDS BEFORE WORK NEAR THE STRUCTURE IS AUTHORIZED.

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

DESTROYACTIVE NESTS OR HARM EGGS OR BIRDS WOULD VIOLATE THE MIGRATORY BIRD TREATY ACT. THE

CONDUCTED FOR ANY OF THE STRUCTURES WITHIN THE PROJECT EXTENT. ANY ACTIVITIES WHICH WOULD

NESTING SEASON FOR THE SWALLOWS RUNS FROM APRIL 1 TO AUGUST 31. SWALLOW SURVEY HAS NOT BEEN

MIGRATORY BIRD TREATY ACT. THESE SPECIES COMMONLY USE BRIDGES AND CULVERTS FOR NESTING. THE

CLIFF SWALLOWS AND BARN SWALLOWS ARE SMALL COLONIAL NESTING BIRDS PROTECTED BY THE FEDERAL

SPECIFICATION FOR HAZARDOUS AND NON-HAZARDOUS WASTE.

IS RESPONSIBLE FOR TESTING AND SHALL COMPLY WITH SECTION 512 OF THE STANDARD

STANDARD SPECIFICATIONS. PAINT ON THIS STRUCTURE MAY CONTAIN LEAD. THE CONTRACTOR

MATERIALS, PERMITS AND RELATED ITEMS, OTHER THAN PAINTING, AS SPECIFIED IN THE

TRANSPORTATION AND DISPOSAL OF WASTE, SAMPLING AND TESTING OF SOIL, AIR AND WASTE

INCIDENTALS NECESSARY FOR CLEANING, CONTAINMENT, STABILIZATION, INCINERATION,

ITEM 512(B) "COLLECTION AND HANDLING OF WASTE" SHALL INCLUDE LABOR, MATERIALS AND(3)

(4)

0200

ITEM DESCRIPTION UNIT QUANTITY

PAY QUANTITIES24239(06)

COLLECTION AND HANDLING OF WASTE

L.SUM

L.SUM

1.0

1.0

0201




L.SUM

L.SUM

1.0

1.0

0640



L.SUM 1.0

512(A)

512(B)

1323

6303

1323

6303

512(A)

512(B)

1399

0202




L.SUM

L.SUM

1.0

1.0

1323

6303

512(A)

512(B)

CONSTRUCTION

641 MOBILIZATION

VERIFICATION OF WORK:

DESCRIPTION OF WORK:

CLEANING OF DEBRIS:

VERTICAL CLEARANCE SIGNS:

EXPOSURE OF DETERIORATED STEEL:

LABEL PAINT SYSTEM:

WORK SITE OBSTRUCTIONS:

(5)

(6)

(1) (4)

(3) (4)

(1) (5)

(3) (5)

(2) (6)

(3) (6)

JOB PIECE NO.

Design

Detail

Check

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

Engr.:

Squad:

BRIDGE COUNTY

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION

(06)

JCH

1/16

1/16

24239

XX

DJT

AB01

BRIDGE 'C' - NBI 16798 - MANNING ROAD OVER 1-40

ACCURACY THEREOF. NO COMPENSATION WILL BE ALLOWED FOR ERRORS IN THESE SURFACE AREAS.

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

BRIDGE "A" ESTIMATED SURFACE AREA OF STRUCTURAL STEEL TO BE PAINTED IS 19725 S.F. THE AREA SHOWN



BRIDGE "B" ESTIMATED SURFACE AREA OF STRUCTURAL STEEL TO BE PAINTED IS 19725 S.F. THE AREA SHOWN



BRIDGE "C" ESTIMATED SURFACE AREA OF STRUCTURAL STEEL TO BE PAINTED IS 34268 S.F. THE AREA SHOWN

PROVISIONS).

SPECIAL FOR PROPOSAL (SEE PROVISIONS. SPECIAL AND CONSTRUCTION HIGHWAY FOR SPECIFICATIONS

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

OKLAHOMA CITY, OKLAHOMA 73105

200 N.E. 21ST STREET

OKLAHOMA DEPARTMENT OF TRANSPORTATION

REPRODUCTION BRANCH

THE ORIGINAL PLANS ARE AVAILABLE FROM:

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

SHALL NEGLIGENCE CONTRACTOR’S THE TO DUE ROADWAY OR STRUCTURE BRIDGE EXISTING THE TO DAMAGE ANY

ATTACHMENTS. OR BRIDGE EXISTING THE TO DAMAGE PREVENT TO PRECAUTIONS NECESSARY ALL TAKE SHALL

PERFORMED. THE CONTRACTOR SHALL ADOPT METHODS CONSISTENT WITH GOOD CONSTRCUTION PRACTICE AND

BE WILL IT WHICH UNDER CONDITION AND WORK THE OF NATURE THE OF THEMSELVES INFORM FULLY SHALL

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

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

INCLUDED IN OTHER ITEMS OF WORK.

BE TO COST NECESSARY. AS SIGNS, CLEARANCE VERTICAL RESET AND REMOVE SHALL CONTRACTOR THE

OF REPAIR.

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

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

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

ODOT STANDARD SPECIFICATIONS.

THE OF 512 SECTION WITH ACCORDANCE IN BRIDGE THE OF CORNER SOUTHWEST THE ON GIRDER EXTERIOR THE

INSIDE COMPLETION OF DATE AND NAME, MANUFACTURER’S TYPES, PAINT THE STENCIL SHALL CONTRACTOR THE

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

BRIDGE "C" -CONSTRUCTED UNDER PROJECT F.A.P. I-40-4(49)127

BRIDGE "B" -CONSTRUCTED UNDER PROJECT F.A.P. 283(26)

BRIDGE "A" -CONSTRUCTED UNDER PROJECT F.A.P. 283(26)

XX

SUMMARY OF PAY QUANTITIES

GENERAL NOTES AND

MULTIPLE

PEARSON

HERNANDEZ

BRIDGE 'A' - NBI 18585 - US 60 WB OVER DUCK CREEK OVERFLOW

BRIDGE 'B' - NBI 18586 - US 60 EB OVER DUCK CREEK OVERFLOW

BRIDGES “C” SHALL BE PAINTED COLOR No. FS 26440 FROM THE FEDERAL STANDARD 595C COLOR INDEX.

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

"PAINT FOR "STRUCTURAL STEEL" OF THE STANDARD SPECIFICATIONS.

ON THE PLANS. THE PAINT SYSTEM AND APPLICATION THEREOF SHALL BE IN ACCORDANCE WITH SECTION 730

AS SPECIFIED IN STANDARD SPECIFICATIONS 512 FOR A CATEGORY "E" APPLICATION TO THE EXTENTS SHOWN

SUPERSTRUCTURE SECTIONS, END DIAPHRAGMS, INTERMEDIATE DIAPHRAGMS, HAND RAILS, BEARING DEVICES,

ITEM 512(A) "PAINTING EXISTING STRUCTURES" SHALL CONSIST OF CLEANING AND PAINTING OF ALL BRIDGE(2)

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

BY APPROVED AS USED BE SHALL EQUIPMENT NECESSARY OTHER AND TARPS PAINTING. AND CLEANING DURING

TRAFFIC TO CAUSED IS DAMAGE NO THAT ENSURE TO TAKEN BE SHALL CARE C). (BRIDGE SUPERSTRUCTURE

AND A,B) (BRIDGES SUBSTRUCTURE BRIDGE THE ON STEEL EXISTING THE PAINTING OF CONSISTS PROJECT THIS

BRIDGES “A”AND “B” SHALL BE PAINTED COLOR No. FS 26440 FROM THE FEDERAL STANDARD 595C COLOR INDEX.

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

PROCESSES.

ADEQUATE MEANS SHALL BE EMPLOYED TO KEEP STEEL SURFACES DRY THROUGH PAINT APPLICATION AND CURING

STEEL”OF THE STANDARD SPECIFICATIONS.

PAINT SYSTEM AND APPLICATION THEREOF SHALL BE IN ACCORDANCE WITH SECTION 730 “PAINT FOR STRUCTURAL

SPECIFICATIONS SECTION 512 FOR A CATEGORY “E”APPLICATION TO THE EXTENTS SHOWN ON THE PLANS. THE

H-PILE BENTS (PRIMARY STEEL PILES AND ALL SECONDARY STEEL BRACING MEMBERS) AS SPECIFIED IN STANDARD

ITEM 512(A) “PAINTING EXISTING STRUCTURES” SHALL CONSIST OF CLEANING AND PAINTING OF ALL BRIDGE (1)

Ø

Ø

Ø

Ø REVISED DESCRIPTION 4-7-16

PAINTING EXISTING STRUCTURES



JOB PIECE NO.

Design

Drawn

SHEET NO.



Checked

TRAFFIC ENGINEERING

DIVISION

COUNTY/

JF

1/16

1/16

1/16

24239

KCD

JF

AT01

& NOTES

SUMMARY OF PAY QUANTITIES

MULTIPLE

4

TAREK MAAROUF(TRAFFIC)

PORTABLE CHANGEABLE MESSAGE SIGNS TO BE PLACED WHERE DEEMED NECESSARY BY THE ENGINEER.(SP-1)

PORTABLE CHANGEABLE MESSAGE SIGN(S) SHALL BE PLACED 14 DAYS PRIOR TO CONSTRUCTION.(SP-2)

TYPE "C" WARNING LIGHTS ARE NOT REQUIRED.(SP-3)

SPECIAL NOTES

COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD DRAWINGS.

VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (CURRENT EDITION), AND

INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN ACCORDANCE WITH CHAPTER

ACCORDING TO CONSTRUCTION PLANS. CONSTRUCTION TRAFFIC CONTROL WILL BE

LIMITS OF CONSTRUCTION. ALL CONSTRUCTION SIGNING WILL BE IMPLEMENTED

SHALL BE RESPONSIBLE FOR PROPER BARRICADES, LIGHTS, AND SIGNING WITHIN THE

EXISTING ROADWAY SHALL REMAIN OPEN DURING CONSTRUCTION. THE CONTRACTOR

OF IN A MANNER APPORVED BY THE RESIDENT ENGINEER.

REMOVED MATERIAL TO BECOME PROPERTY OF CONTRACTOR AND IT SHALL BE DISPOSED

TRAFFIC CONTROL SUPERVISOR.

TRAFFIC ENGINEERING ASSOCIATION (OETA) AS A TRAFFIC CONTROL TECHNICIAN OR

FROM THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION (ATSSA) OR THE OKLAHOMA

DETERMINED BY THE ENGINEER. THIS PERSON SHALL HOLD A CURRENT CERTIFICATION

THE CONTRACTOR SHALL PROVIDE A PERSON TO BE ON 24 HOUR CALL AS NEEDED AS

ATTACHED DURING NON-DAYLIGHT HOURS.

ARE SHOWN WITH TYPE ‘A’ LIGHTS IN THE STANDARD DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT

CONTROL DEVICES REQUIRED FOR COMPLETION OF THE PROJECT. ALL SIGNS AND BARRICADES WHICH

INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY CONSTRUCTION TRAFFIC

O.D.O.T. STANDARD DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (CURRENT EDITION), AND COMPLIANT WITH APPLICABLE

AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN ACCORDANCE WITH CHAPTER VI OF THE

ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TO CONSTRUCTION PLANS,

SUBSECTION 106.04. THE CERTIFICATION SHALL INCLUDE TEST RESULTS ON MATERIAL SUBMITTED FOR APPROVAL.

TYPE ‘D’ CERTIFICATION IN ACCORDANCE WITH O.D.O.T. STANDARD SPECIFICATIONS (CURRENT EDITION)

SHALL MEET THE REQUIREMENTS OF ASTM D4956 (LATEST REVISION) THE MANUFACTURER SHALL FURNISH A

ALL CONSTRUCTION WORK ZONE SIGNS SHALL HAVE FLUORESCENT SHEETING. THE FLUORESCENT SHEETING (TC-33)

(TC-26)

(TC-52)

(TC-84)

DEPARTMENT OF TRANSPORTATION WEBSITE AT: http://www.okladot.state.ok.us/traffic/qpl/index.php

CHANGEABLE MESSAGE SIGNS. FOR A LIST OF THE APPROVED SIGNS GO TO THE OKLAHOMA

THESE SIGNS MUST BE ON THE OKLAHOMA DEPARTMENT OF TRANSPORTATION LIST OF APPROVED (TC-85)

WORK AREAS AND TEMPORARY ROADSIDE HAZARDS.

STANDARD DRAWINGS OR AT THE DISCRETION OF THE ENGINEER ON SHADOW VEHICLES PROTECTING THE

OPTIONAL TESTS LISTED IN NCHRP 350, TL-3 CRITERIA. THIS ITEM IS TO BE USED WHERE SHOWN IN THE

ANY TRUCK MOUNTED ATTENUATOR USED ON THIS PROJECT SHALL HAVE PASSED ALL MANDATORY AND(TC-76)

(TC-77)

ARROW DISPLAY (TYPE B).

GROSS WEIGHT RATING OF 15,000 POUNDS. EACH OF THESE TRUCKS SHALL ALSO BE EQUIPPED WITH AN

TRUCK MOUNTED ATTENUATORS ARE TO BE INSTALLED ON NON-STATE OWNED TRUCKS HAVING A MINIMUM

AND REMOVAL OF THESE SIGNS.

16.00 S.F. AND 32.99 S.F. ALSO INCLUDED IN THIS ITEM SHALL BE THE COST OF INSTALLATION, MAINTENANCE,

INCLUDED IN THIS ITEM ARE ALL S.C.S. (SPECIAL CONSTRUCTION SIGNING) SIGNS WHICH ARE BETWEEN (TC-30)

AND TIMES ARE SUBJECT TO THE DISCRETION OF THE ENGINEER.

TRAFFIC CONTROL TO BE LIMITED TO NIGHTS ONLY FROM SUNDAY TO THURSDAY

TRAFFIC GENERAL CONSTRUTION NOTES

TRAFFIC PAY QUANTITY NOTES

(06)

PROJECT'S CONSTRUCTION TRAFFIC CONTROL IS MODIFIED DURING CONSTRUCTION.

SEQUENCE FOR THIS PROJECT. THESE ESTIMATED SIGN DAY QUANTITIES MAY CHANGE AS THE

QUANTITY ONLY, BASED ON THE CURRENT O.D.O.T. STANDARDS AND SUGGESTED CONSTRUCTION

AMOUNT OF CALENDAR DAYS USED TO COMPUTE THE SIGN DAY PAY ITEMS IS AN ESTIMATED

60 CONSTRUCTION CALENDAR DAYS WERE USED TO COMPUTE THE SIGN DAY PAY ITEMS. THE

(TC-70)

ENGINEER.

THIS ITEM IS AN ESTIMATED QUANTITY TO BE USED AS DEEMED NECESSARY BY THE

(TC-65)

THE CONTRACTOR IN AGREEMENT WITH THE ENGINEER.

WORK SITE. THIS WILL BE PAID ONE (1) TIME PER WORK PERIOD AS DEFINED BY

FOR TRAVEL TO AND FROM THE OFFICER’S PERMANENT DUTY STATION AND THE

WILL BE PAID FOR A MAXIMUM OF ONE (1) HOUR, PER WORK PERIOD, TO ALLOW

E. THE OKLAHOMA HIGHWAY PATROL OR THE LOCAL LAW ENFORCEMENT AGENCY

BE SUBJECT TO THE APPROVAL OF THE ENGINEER.

AGENCY TWO WEEKS IN ADVANCE OF THE WORK. THE WORK SCHEDULE WILL

WEEKLY SCHEDULE TO THE OKLAHOMA HIGHWAY PATROL OR THE LOCAL LAW

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HIS ANTICIPATED

PROVIDE THE REQUIRED LAW ENFORCEMENT ON THIS PROJECT.

THE OKLAHOMA HIGHWAY PATROL OR THE LAW ENFORCEMENT AGENCY TO

C. THE CONTRACTOR SHALL MAKE ALL THE NECESSARY ARRANGEMENTS WITH

TO THIS WORK ACTIVITY.

CONTRACTOR. THIS OFFICER SHALL BE SPECIFICALLY APPROVED AND ASSIGNED

OFFICER SHALL BE INSURED, LICENSED AND BONDED, IF REQUIRED, BY THE

COUNTY LAW ENFORCEMENT OFFICER IS TO BE USED. THE LAW ENFORCEMENT

HIGHWAY PATROL LAW OFFICER IS NOT AVAILABLE, THEN A LOCAL CITY OR

AUTHORITY TO WRITE AND ISSUE TRAFFIC CITATIONS. IF AN OKLAHOMA

B. ONE OKLAHOMA HIGHWAY LAW ENFORCEMENT OFFICER WITH JURISDICTIONAL

ON A PER UNIT PER HOUR BASIS.

ENFORCEMENT VEHICLE IS TO BE USED. PRICE BID FOR THIS ITEM SHALL BE PAID

PATROL CAR IS NOT AVAILABLE, THEN A LOCAL CITY OR COUNTY LAW

INVOLVES A STATE OR FEDERAL HIGHWAY). IF AN OKLAHOMA HIGHWAY

A. ONE OFFICIALLY MARKED OKLAHOMA HIGHWAY PATROL CAR (WHEN PROJECT

THE PRICE BID FOR THIS ITEM SHALL INCLUDE THE FOLLOWING:

REPLACING ANY DEVICE DURING CONSTRUCTION.

THE TEMPORARY TRAFFIC CONTROL DEVICES,AND SHALL BE RESPONSIBLE FOR REPAIRING OR

HEIGHT OF 36 INCHES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF

TEMPORARY TRAFFIC CONTROL DEVICES." CHANNELIZING DEVICES SHALL HAVE A MINIMUM

ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL MEET ODOT'S "QUALITY STANDARDS FOR

CHANGEABLE MESSAGE SIGN

TO ASSURE THAT THEY ARE IN GOOD WORKING CONDITION, PRIOR TO PLACEMENT ON THE PROJECT.

SHALL BE SUBJECT TO INSPECTION AND APPROVAL, BY THE OKLAHOMA DEPARTMENT OF TRANSPORTATION,

TO BE PLACED ON THIS PROJECTANY USED TRUCK MOUNTED ATTENUATOR *

DATE

OKLA. REG. NO. 25181

TRAFFIC ENGINEERING DIVISION

OKLAHOMA DEPARTMENT OF TRANSPORTATION

PREPARED BY:

25181L

ICE

NSE

D

PROFES

SIONAL

EN

GIN

EE

R

AMOHALKO

AHMAD

TAREK

MAAROUF

03-11-16

JOB PIECE NO.

Design

Detail

Check

SHEET NO.


Engr.:

Squad:

BRIDGE COUNTY


(06)

JCH

1/16

1/16

24239

XX

DJT

"A"

B001

12'-0"

12'-0"

44'-0"

40'-9"

1'-4

""

2123'-4

"21

17'-4

1'-4

"

PLAN

ELEVATION

XX

AND ELEVATION

GENERAL PLAN

KAY

PEARSON

HERNANDEZ

PIER ELEVATION

NOTES:

PAY QUANTITIES

2'-0"

EX

TE

NTS O

F N

EW

US 60 WB OVER DUCK CREEK OVERFLOW

2'-0"10'-0"10'-0"10'-0"10'-0"2'-0"

9"

9"

2'-3"

9"

2'-6"

25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"

300'-0"

24'-0"

PIER NO. 1 PIER NO. 2 PIER NO. 3 PIER NO. 4 PIER NO. 5 PIER NO. 6 PIER NO. 7 PIER NO. 8 PIER NO. 9 PIER NO. 10 PIER NO. 11

BEGIN

BRIDGE

END

BRIDGE

BRIDGE LENGTH

BEGIN

BRIDGE

END

BRIDGE

RO

AD

WA

Y

SH

LD.

SH

LD.

10'-0"

4'-0"

! SURVEY

! LEFT LANE

CLE

AR R

OA

DW

AY

Ç"/ F

T

SL

OP

E

PA

R.

PA

R.

F F F F F F F F F F F FEEEEEEEEEEEE

0.00% GRADE

WESTBOUND

US 60

TYPICAL

L'S 4X4XÁ"

2 - 9 C @ 20

NO COMPENSATION WILL BE ALLOWED FOR ERRORS IN THESE SURFACE AREAS.

AND THE STATE ASSUMES NO RESPONSIBILITY FOR THE ACCURACY THEREOF.

19725 S.F. THE AREA SHOWN FOR STRUCTURAL STEEL IS APPROXIMATE,

BRIDGE "A" ESTIMATED SURFACE AREA OF STRUCTURAL STEEL TO BE PAINTED IS

DESCRIPTION UNIT QUANTITY

L.SUM

COLLECTION AND HANDLING OF WASTE L.SUM

1.0

1.0

BRIDGE "A"

PAIN

T A

PP

LIC

ATIO

N

LINE

GROUND

BRIDGE "A"

(TYP)

5 - 12 BP53

(TYP)

12 BP 53

PAINTING EXISTING STRUCTURESØ


JOB PIECE NO.

Design

Detail

Check

SHEET NO.


Engr.:

Squad:

BRIDGE COUNTY


25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"

300'-0"

BRIDGE LENGTH

BEGIN

BRIDGE

END

BRIDGE

24'-0"

12'-0"

12'-0"

44'-0"

40'-9"

CLE

AR R

OA

DW

AY

Ç"/ F

T

SL

OP

E

1'-4

""

2123'-4

"21

17'-4

1'-4

"

PA

R.

PA

R.

F F F F F F F F F F F FEEEEEEEEEEEE

0.00% GRADE

PLAN

ELEVATION

WESTBOUND

US 60

PIER NO. 1 PIER NO. 2 PIER NO. 3 PIER NO. 4 PIER NO. 5 PIER NO. 6 PIER NO. 7 PIER NO. 8 PIER NO. 9 PIER NO. 10 PIER NO. 11

BEGIN

BRIDGE

END

BRIDGE

RO

AD

WA

Y

SH

LD.

SH

LD.

10'-0"

4'-0"

! SURVEY

! RIGHT LANE

(06)

JCH

1/16

1/16

24239

XX

DJT

"B"

B002

XX

AND ELEVATION

GENERAL PLAN

KAY

PEARSON

HERNANDEZ

2'-0"10'-0"10'-0"10'-0"10'-0"2'-0"

9"

9"

2'-3"

9"

2'-6"

TYPICAL

L'S 4X4XÁ"

2 - 9 C @ 20

PIER ELEVATION




BRIDGE "B" ESTIMATED SURFACE AREA OF STRUCTURAL STEEL TO BE PAINTED IS

DESCRIPTION UNIT QUANTITY

L.SUM

COLLECTION AND HANDLING OF WASTE L.SUM

1.0

1.0

NOTES:

PAY QUANTITIES

2'-0"

EX

TE

NTS O

F N

EW

PAIN

T A

PP

LIC

ATIO

N

LINE

GROUND

BRIDGE "B"

US 60 OVER DUCK CREEK OVERFLOW

BRIDGE "B"

(TYP)

5 - 12 BP53

(TYP)

12 BP 53

Ø REVISED DESCRIPTION 4/7/16

PAINTING EXISTING STRUCTURESØ

10'-0"24'-0"

4'-0"

48'-0"

48'-0"

4'-0"24'-0"

10'-0"

SHOULDER

SHLD.

SHLD.SHOULDER

CLEAR ROADWAY

CLEAR ROADWAY

! S

UR

VE

Y

2'-8"

12'-0"

12'-0"

2'-8"

24'-0"

CLE

AR R

OA

DW

AY

! BRIDGE "C"

MANNING ROAD

2'-8"24'-0"2'-8"

1'-8"1'-6"7'-8"3'-10"3'-10"7'-8"1'-6"1'-8"

CLEAR ROADWAY

1'-6"1'-2"

2'-3"

"41

96

½"

Ã" / FT SLOPE

"21

6 SL

AB

24" ª @ 68#

16" ª @ 26# 16" ª @ 26#

24" ª @ 68#

5½" X Á" {

JOB PIECE NO.

Design

Detail

Check

SHEET NO.


Engr.:

Squad:

BRIDGE COUNTY


(06)

JCH

1/16

1/16

24239

DJT

"C"

B003

MANNING ROAD OVER 1-40

AND ELEVATION

GENERAL PLAN

CANADIAN

PEARSON

HERNANDEZ

NOTES:

PAY QUANTITIES




BRIDGE "A" ESTIMATED SURFACE AREA OF STRUCTURAL STEEL TO BE PAINTED IS


DESCRIPTION UNIT

L.SUM

L.SUM 1.0

1.0

QUANTITY

PLAN

TYPICAL SECTION

SPANS NO. 1 AND 5

243'-6"

33'-3"59'-0"59'-0"59'-0"33'-3"

BRIDGE LENGTH

BEGIN BRIDGE END BRIDGE

SPAN NO. 1 SPAN NO. 2 SPAN NO. 3 SPAN NO. 4 SPAN NO. 5

SPANS NO. 2-4

PIER NO. 1 PIER NO. 2 PIER NO. 3 PIER NO. 4

BRIDGE "C"

Ø PAINTING EXISTING STRUCTURES


ALTERNATE LANE WILL BE OPPOSITE OF THAT SHOWN.

OF TRAFFIC CONTROL. ALL TRAFFIC CONTROL FOR THE

THE ENGINEER. THE DETAILS SHOWN ARE FOR ONE LANE

WORKED AS STATED IN THE PLANS OR AS DIRECTED BY

THIS DRAWING. INSIDE AND OUTSIDE LANES SHALL BE

THERE IS NO SUGGESTED SEQUENCE OF CONSTRUCTION IN

SIGN

R2-1E(X

X)

R2-1E(X

X)

CS-14E

CS-13E

R4-1E

CS-14E

PPLLEEAASSEE

IINN WW

OORRKK ZZOO

NNEE

SSTTAA

YY AA

LLEERRTT

PPLLEEAASSEE

IINN WW

OORRKK ZZOO

NNEE

SSTTAA

YY AA

LLEERRTT

OTHER DEVICE

ON EVERY

W1-8

JOB PIECE NO.

Design

Drawn

SHEET NO.



Checked

TRAFFIC ENGINEERING

DIVISION

COUNTY/

JF

1/16

1/16

1/16

24239

KCD

JF

T001

(BRIDGES "A", "B")

TRAFFIC CONTROL DETAIL

MULTIPLE

4

TAREK MAAROUF

AREAWORK

NOTE 6

NOTE 7

NOTE 2 NOTE 5

NOTE 3

NOTE 4

NOTE 1

1,320' 640'1,320'

NOTE 7NOTE 7

PASS

NO

T

DO

KEY:

SHADOW VEHICLE

DRUM

CHANNELIZING CONE

TRUCK MOUNTED ATTENUATOR

WORK AREA

TYPE III BARRICADES

ARROW DISPLAY

NOT TO SCALE

CS-18E

CS-17E

LEFT

RIG

HT

W3-5(X

X)

W20-1 (1

MIL

E)

750'750'750'1,000'

W20-5 (1/2

MIL

E)

W4-2(L)

500' 840' 560'

100' MIN.

500' 1,000'

W1-6

R11-2

50' MIN.

AREA

WORK 100' 500'

50' MIN.

G20-2

A

CS-16E

OR DRUMS.

100 FEET FOR TYPE II BARRICADES, VERTICAL PANELS

FOR CHANNELIZER CONES.SPACING SHALL NOT EXCEED

CHANNELIZERS. SPACING SHALL NOT EXCEED 75 FEET

SHALL NOT EXCEED 50 FEET FOR CONES OR TUBE

(M.P.H.) WITH THE FOLLOWING EXCEPTIONS. SPACING

(FEET) SHALL BE TWICE THE POSTED SPEED LIMIT

MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES

NOTE 1

FOR TYPE II BARRICADES, VERTICAL PANELS OR DRUMS.




(FEET) SHALL BE EQUAL TO THE POSTED SPEED LIMIT


NOTE 2

BE PLACED THROUGH THIS TAPER.

A MINIMUM OF FIVE (5) CHANNELIZING DEVICES SHALL

NOTE 3

FOUR (4) CHANNELIZING DEVICES.

DOWNSTREAM TAPERS SHALL CONTAIN A MINIMUM OF

NOTE 4

FIELD CONDITIONS AND THE JUDGEMENT OF THE ENGINEER.

REVISION). ACTUAL LENGTH SHALL BE DETERMINED BY

BUFFER, SEE STANDARD DRAWING TCS2-1-(LATEST

FOR GUIDELINES ON SETTING THE LENGTH OF THIS

TO EVACUATE THE WORK AREA, SHOULD BE PROVIDED.

A LONGITUDINAL BUFFER AREA, TO ALLOW WORKERS TIME

NOTE 5

DURATION PROJECTS.

MAY BE OMITTED ON MOVING OPERATIONS AND SHORT

ACTIVITY AREA. THESE TYPE III BARRICADES AND SIGNS

(R11-2) SHALL BE PLACED EVERY 2,000 FEET THROUGH

TYPE III BARRICADES WITH SIGNS READING "LANE CLOSED"

NOTE 6

DIVISION ENGINEER.

CONSTRUCTION SPEED LIMIT TO BE DETERMINED BY THE

NOTE 7

DRAWING TCS2-1-(LATEST REVISION).

AND SPACING OF CHANNELIZING DEVICES, SEE STANDARD

FOR ADDITIONAL INFORMATION ABOUT TAPER LENGTHS

PLEASE

IN WORK ZONE

STAY ALERT*

*

IN=0.75"

TH=0.75"

R=1.5"

BORDER 5.2" 37.6" 5.2"

3.5"

5" B

2.5"

12"

2.5"

5" C

2.6"1"

4'-

0"

4'-0"

3.9"

6" B

4"

RED (TRANSPARENT)

WHITE (REFLECTORIZED)

FLUORESCENT YELLOW (REFLECTORIZED)

FLUORESCENT ORANGE (REFLECTORIZED)

BACKGROUND:

BLACK (NON-REFLECTORIZED)

LEGEND, SYMBOL AND BORDER

COLOR:

LIMIT

SPEE

D

XX

ZO

NE

WO

RK

1/2

MIL

E

CLOSE

D

LEFT LA

NE

LIMIT

SPEE

D

XX

ZO

NE

WO

RK

BE

GIN

1

MIL

E

WO

RK

RO

AD

LIMIT

SPEE

D

XX

ARE PRESENTWHEN WORKERS

FINES DOUBLE

WORK

ZONE

(06)

PPLLEEAASSEE

IINNWW

OORRKK

ZZOO

NNEE

SSTTAA

YYAA

LLEERRTT

JOB PIECE NO.

Design

Drawn

SHEET NO.



Checked

TRAFFIC ENGINEERING

DIVISION

COUNTY/

JF

1/16

1/16

1/16

24239

KCD

JF

T002


MULTIPLE

4

TAREK MAAROUF

NOT TO SCALE

CS-16E

CS-18E

CS-17E

DRUM

CHANNELIZER CONE

W20-1 (1 MIL

E)

1,000' 1,000'

W3-5E

750' 800' 800'

R2-1F

CS-13F

CS-14F

800'

RIG

HT

LEFT

NOTE 5

W20-5a

500'

W4-2E

500' 750'

R4-1F

750'

R2-1F

NOTE 3

780'

NOTE 5

NOTE 5

W4-2E

NOTE 1

1500'

NOTE 2

715'

W1-6E

R11-2(L

AN

E)

G20-2a

500'

NOTE 1

W1-6E

FOR TYPE II BARRICADES, VERTICAL PANELS OR DRUMS.

CHANNELIZER CONES; IT SHALL NOT EXCEED 100 FEET

CHANNELIZERS; IT SHALL NOT EXCEED 75 FEET FOR





NOTE 1

TYPE II BARRICADES, VERTICAL PANELS OR DRUMS.

CHANNELIZERS; IT SHALL NOT EXCEED 50 FEET FOR





NOTE 2

BE PLACED THROUGH THIS TAPER.


NOTE 3

DIVISION ENGINEER.

CONSTRUCTION SPEED LIMIT SHALL BE DETERMINED BY THE

NOTE 5

DURATION PROJECTS.

MAY BE OMITTED ON MOVING OPERATIONS AND SHORT

ACTIVITY AREA. THESE TYPE III BARRICADES AND SIGNS

(R11-2) SHALL BE PLACED EVERY 2,000 FEET THROUGH

TYPE III BARRICADES WITH SIGNS READING "LANE CLOSED"

NOTE 4

KEY:

SIGN

WORK AREA

ARROW DISPLAY

TYPE III BARRICADES

NOTE 4

PASS

NO

T

DO


FINES DOUBLE

WORK

ZONE

LIMIT

SPEE

D

XX

1

MIL

E

WO

RK

RO

AD

LIMIT

SPEE

D

XX

1/2 MIL

E

CL

OS

ED

2 RIG

HT L

AN

ES

OF TRAFFIC CONTROL.





DRAWING TCS2-1-(LATEST REVISION).

AND SPACING OF CHANNELIZING DEVICES, SEE STANDARD

FOR ADDITIONAL INFORMATION ABOUT TAPER LENGTHS

MA

NNIN

G R

D

MA

NNIN

G R

D

I-40

(UNDER BRIDGE "C")SHADOW VEHICLE


(06)

ZO

NE

WO

RK

LIMIT

SPEE

D

XX

ZO

NE

WO

RK

BE

GIN

CS-13F

3NOTE

TO THURSDAY AND TIMES ARE SUBJECT TO THE DISCRETION OF THE ENGINEER.

TRAFFIC CONTROL TO BE LIMITED TO NIGHTS ONLY FROM SUNDAY

BE PLACED THROUGH THIS AREA.


NOTE 2

OR DRUMS.

100 FEET FOR TYPE II BARRICADES, VERTICAL PANELS

FOR CHANNELIZER CONES, SPACING SHALL NOT EXCEED




(FEET) SHALL BE TWICE THE POSTED SPEED LIMIT


NOTE 1

POSITIONED TO PROTECT THE WORKERS.

IN DIRECT CONTACT AT ALL TIMES AND SHALL BE

THE FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR

STATIONS AT NIGHT AS NEEDED.

FLOODLIGHTS SHOULD BE PROVIDED TO MARK FLAGGER

SIGNS SHALL BE REMOVED OR COVERED.

WHENEVER FLAGGERS ARE NOT PRESENT, THE "FLAGGER"

TRAFFIC IS OPERATING, FLAGGERS WILL NOT BE REQUIRED.

WHEN NO WORK IS BEING PREFORMED AND TWO LANE

NOT TO SCALE

ALTERNATE LANE WILL BE OPPOSITE OF THAT SHOWN.

OF TRAFFIC CONTROL. ALL TRAFFIC CONTROL FOR THE





REVOLVING YELLOW LIGHT.

SHALL BE EQUIPPED WITH AN ACTUATED FLASHING OR

WORKERS ARE NOT IN THE WORK AREA. THIS VEHICLE

SHALL BE REMOVED FROM THE ROADWAY WHENEVER

WORKERS ARE IN THE WORK AREA. THIS VEHICLE

THE WORK AREA SHALL BE IN PLACE WHENEVER

THE SHADOW VEHICLE SHOWN AT THE BEGINNING OF

NOTE 3

FIELD CONDITIONS AND THE JUDGEMENT OF THE ENGINEER.

REVISION). ACTUAL LENGTH SHALL BE DETERMINED BY

BUFFER, SEE STANDARD DRAWING TCS2-1-(LATEST

FOR GUIDELINES ON SETTING THE LENGTH OF THIS

TO EVACUATE THE WORK AREA, SHOULD BE PROVIDED.

A LONGITUDINAL BUFFER AREA, TO ALLOW WORKERS TIME

NOTE 4

PPLLEEAASSEE

IINN WW

OORRKK ZZOO

NNEE

SSTTAA

YY AA

LLEERRTT

PPLLEEAASSEE

IINN WW

OORRKK ZZ

OONNEE

SSTTAA

YY AA

LLEERRTT

100'500'1,000'1,140'2,640'750'1,000'1,000'

500'

500'100'

1,000'1,000'750'2,640'1,140'1,000'500'

W20-1(1 M

ILE)

G20-1A

G20-1

A

NOTE 1

NOTE 1

JOB PIECE NO.

Design

Drawn

SHEET NO.



Checked

TRAFFIC ENGINEERING

DIVISION

COUNTY/

JF

1/16

1/16

1/16

24239

KCD

JF

T003

(TOP BRIDGE "C")


MULTIPLE

4

TAREK MAAROUF

SIGN

DRUM

CHANNELIZING CONE

WORK AREA

SHADOW VEHICLE


FLAGGER

KEY:

PPLLEEAASSEE

IINN WWOORRKK ZZOONNEE

SSTTAAYY AALLEERRTT*

*

IN=0.75"

TH=0.75"

R=1.5"

BORDER 5.2" 37.6" 5.2"

3.5"

5" B

2.5"

12"

2.5"

5" C

2.6"1"

4'-0"

3.9"

6" B

4"

RED (TRANSPARENT)

WHITE (REFLECTORIZED)

FLUORESCENT YELLOW (REFLECTORIZED)

FLUORESCENT ORANGE (REFLECTORIZED)

BACKGROUND:

BLACK (NON-REFLECTORIZED)

LEGEND, SYMBOL AND BORDER

COLOR:

4'-0"

1

MIL

E

WO

RK

RO

AD

1/2

MIL

E

WO

RK

RO

AD

1500 FT

RO

AD

ON

E LA

NE

1

MIL

E

WO

RK

RO

AD

1/2

MIL

E

WO

RK

RO

AD

1500 FT

RO

AD

ON

E LA

NE

AR

E P

RESE

NT

WH

EN

WO

RKERS

FIN

ES

DO

UB

LE

WO

RK

ZO

NE


FINES DOUBLE

WORK

ZONE

CS-18

E

CS-17

E

CS-16

ELEFT

RIG

HT

NOTE 2

NOTE 1

50' MIN.

NOTE 3

NOTE 2

G20-2

AG20-2

A

W20-7

A

W20-4 (1,500')

W20-1 (1/

2 MIL

E)

W20-1(1 MIL

E)

CS-1

6E

CS-1

7E

CS-1

8E

RIG

HT

LEFT

W20-1 (1/2

MIL

E)

W20-4 (1,5

00')

W20-7

A

AREAWORK

(06)

NOTE 4

Date post:	08-Mar-2021
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PAY QUANTITIES...(4) 0200 ITEM DESCRIPTION UNIT QUANTITY PAY QUANTITIES 24239(06) COLLECTION AND...

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