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
ITEM DESCRIPTION UNIT QUANTITY
PAY QUANTITIES24239(06)
COLLECTION AND HANDLING OF WASTE
L.SUM
L.SUM
1.0
1.0
0640
ITEM DESCRIPTION UNIT QUANTITY
PAY QUANTITIES24239(06)
L.SUM 1.0
512(A)
512(B)
1323
6303
1323
6303
512(A)
512(B)
1399
0202
ITEM DESCRIPTION UNIT QUANTITY
PAY QUANTITIES24239(06)
COLLECTION AND HANDLING OF WASTE
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
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 "B" ESTIMATED SURFACE AREA OF STRUCTURAL STEEL TO BE PAINTED IS 19725 S.F. THE AREA SHOWN
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 "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
PAINTING EXISTING STRUCTURES
PAINTING EXISTING STRUCTURES
JOB PIECE NO.
Design
Drawn
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION
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.
REVISIONSREV. NO. DESCRIPTION DATE
Engr.:
Squad:
BRIDGE COUNTY
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION
(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
Ø REVISED DESCRIPTION 4-7-16
JOB PIECE NO.
Design
Detail
Check
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
Engr.:
Squad:
BRIDGE COUNTY
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION
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
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 "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.
REVISIONSREV. NO. DESCRIPTION DATE
Engr.:
Squad:
BRIDGE COUNTY
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION
(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
NO COMPENSATION WILL BE ALLOWED FOR ERRORS IN THESE SURFACE AREAS.
AND THE STATE ASSUMES NO RESPONSIBILITY FOR THE ACCURACY THEREOF.
34628 S.F. THE AREA SHOWN FOR STRUCTURAL STEEL IS APPROXIMATE,
BRIDGE "A" ESTIMATED SURFACE AREA OF STRUCTURAL STEEL TO BE PAINTED IS
COLLECTION AND HANDLING OF WASTE
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
Ø REVISED DESCRIPTION 4-7-16
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.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION
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.
CHANNELIZERS. SPACING SHALL NOT EXCEED 50 FEET
SHALL NOT EXCEED 25 FEET FOR CONES OR TUBE
(M.P.H.) WITH THE FOLLOWING EXCEPTIONS. SPACING
(FEET) SHALL BE EQUAL TO THE POSTED SPEED LIMIT
MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES
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.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
JF
1/16
1/16
1/16
24239
KCD
JF
T002
TRAFFIC CONTROL DETAIL
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
SHALL NOT EXCEED 50 FEET FOR CONES OR TUBE
(M.P.H.) WITH THE FOLLOWING EXCEPTIONS. SPACING
(FEET) SHALL BE EQUAL TO THE POSTED SPEED LIMIT
MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES
NOTE 1
TYPE II BARRICADES, VERTICAL PANELS OR DRUMS.
CHANNELIZERS; IT SHALL NOT EXCEED 50 FEET FOR
SHALL NOT EXCEED 25 FEET FOR CONES OR TUBE
(M.P.H.) WITH THE FOLLOWING EXCEPTIONS. SPACING
(FEET) SHALL BE EQUAL TO THE POSTED SPEED LIMIT
MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES
NOTE 2
BE PLACED THROUGH THIS TAPER.
A MINIMUM OF FIVE (5) CHANNELIZING DEVICES SHALL
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
ARE PRESENTWHEN WORKERS
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.
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
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
TRUCK MOUNTED ATTENUATOR
(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.
A MINIMUM OF FIVE (5) CHANNELIZING DEVICES SHALL
NOTE 2
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
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
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
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.
REVISIONSREV. NO. DESCRIPTION DATE
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION
Checked
TRAFFIC ENGINEERING
DIVISION
COUNTY/
JF
1/16
1/16
1/16
24239
KCD
JF
T003
(TOP BRIDGE "C")
TRAFFIC CONTROL DETAIL
MULTIPLE
4
TAREK MAAROUF
SIGN
DRUM
CHANNELIZING CONE
WORK AREA
SHADOW VEHICLE
TRUCK MOUNTED ATTENUATOR
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
ARE PRESENTWHEN WORKERS
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