PART A PAY QUANTITIES - ROADWAY IN-ER-002_INDIAN_NATION_BRIDGE_38 41_1… · solid slab sodding...

sgrewell

NOT FOR CONSTRUCTION

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DATEBY

SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.

OKLAHOMA TURNPIKE AUTHORITY

TOTAL SHEETSSHEET NO.CONTRACT NUMBERSECTIONSECTION ENGINEER

October 2013

SAIC

SAIC Energy, Environment & Infrastructure, LLC

ï»¿(918) 492-1600 â�� saic.com/E

ï»¿One West Third Street â�� Suite 100 â�� Tulsa, Oklahoma


19

INDIAN NATION BRIDGE 38.41

IN-ER-002

IN-ER-002

19

10/13

10/13

10/13

BRIDGE REPAIR 38.41

AEJ

WZB

SOT 2

2

ITEM NO. DESCRIPTION NOTES UNIT QUANTITY ITEM NO. DESCRIPTION NOTES UNIT QUANTITY

645(A) PROJECT SITE RENTAL $/PSRD

ITEM NO. DESCRIPTION NOTES UNIT QUANTITY


(14)

PAY ITEM NOTES

PAY QUANTITIES AND

PART A PAY QUANTITIES - ROADWAY

PART A

PART A

PART B PROJECT SITE RENTAL

PAY QUANTITIES - BRIDGE 38.41

PAY QUANTITIES - TRAFFIC

BRIDGE PAY ITEM NOTES

"REMOVAL OF BRIDGE ITEMS".

INCLUDED IN THE LUMP SUM PRICE BID FOR

MATERIAL, LABOR, EQUIPMENT AND INCIDENTALS SHALL BE

GRINDING, DEMOLITION, CONTAINMENT AND REMOVAL OF DEBRIS,

OR AS SHOWN ON THE PLANS INCLUDING SAWING, CUTTING,

ALL COSTS NECESSARY TO COMPLETE THE WORK AS SPECIFIED

LUMP SUM PRICE BID FOR "REMOVAL OF BRIDGE ITEMS".

EQUIPMENT, AND INCIDENTALS SHALL BE INCLUDED IN THE

THE WORK AS DESCRIBED INCLUDING LABOR, MATERIALS,

IN A MANNER APPROVED BY THE ENGINEER. ALL COST FOR DOING

BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF

STANDARD SPECIFICATIONS. ALL REMOVED MATERIAL SHALL

REMOVAL SHALL BE IN ACCORDANCE WITH SECTION 619 OF THE

ADJACENT BEAM ENDS.

BEAMS THAT WILL REMAIN IN PLACE. USE CAUTION NOT TO DAMAGE

ALLOWED TO MAKE THE REMOVALS WITHIN ONE FOOT OF THE

IN PLACE. NO VEHICLE MOUNTED TOOLS OR EQUIPMENT WILL BE

THE REMOVAL WITHIN ONE FOOT OF THE BEAMS THAT WILL REMAIN

OR HAND OPERATED POWER TOOLS WILL BE ALLOWED TO MAKE

WHEN MAKING REMOVALS OF THE DIAPHRAGMS, ONLY HAND TOOLS

CONTRACTOR TO MAKE THE REMOVALS.

A SEQUENTIAL LIST OF STEPS THAT WILL BE FOLLOWED BY THE

HOW THE EQUIPMENT WILL BE USED TO MAKE THE REMOVALS AND

THAT WILL BE USED TO MAKE THE REMOVALS, A DESCRIPTION OF

ENGINEER. THE PLAN SHALL INCLUDE A LIST OF ALL EQUIPMENT

REMOVALS UNTIL THE PLAN HAS BEEN APPROVED BY THE

EXISTING BRIDGE. THE CONTRACTOR SHALL NOT MAKE ANY

TO THE ENGINEER A PLAN FOR REMOVING EACH ITEM FROM THE

BEFORE MAKING ANY REMOVALS, THE CONTRACTOR SHALL SUBMIT

ENGINEER.

EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE

NEGLIGENCE OF THE CONTRACTOR, SHALL BE REPAIRED AT THE

COMPONENTS OR PORTIONS TO REMAIN IN PLACE, DUE TO THE

DIAPHRAGMS, ROADWAY BELOW, OR OTHER EXISTING BRIDGE

BRIDGE ITEMS. ANY DAMAGE TO THE EXISTING BEAMS,

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN REMOVING THE

SHALL BE ATTACHED TO THE NEW CONCRETE RAIL.

RAILING AND POSTS SHALL BE REMOVED AND STOCKPILED, AND

OF THE NEW BRIDGE DECK AS SHOWN IN THE PLANS. THE ALUMINUM

TRANSVERSE REINFORCING SHALL EXTEND 9" INTO THE CONCRETE

THE DAMAGED BEAM AREA AS SHOWN IN THE PLANS. THE EXISTING

DAMAGED PORTIONS AND A PORTION OF THE BRIDGE DECK OVER

INTERIOR BEAM ALONG WITH THE DIAPHRAGMS ATTACHED TO THE

SOUTH SIDE OF SPAN 3, INCLUDING ONE EXTERIOR AND ONE

REMOVAL AND DISPOSAL OF THE DAMAGED PORTION OF THE

THE PAY ITEM "REMOVAL OF BRIDGE ITEMS" SHALL INCLUDE THE


PART A CONSTRUCTION PAY QUANTITIES

642

641

106

CONSTRUCTION STAKING

MOBILIZATION

QUALITY CONTROL & ACCEPTANCE

LSUM

LSUM

LSUM

1

1

1

REMOVAL OF ASPHALT PAVEMENT

RUMBLE STRIP-METHOD HMA-CON

COLD MILLING PAVEMENT

SUPERPAVE, TYPE S4 (PG 64-22 OK)

SUPERPAVE, TYPE S3 (PG 64-22 OK)

PRIME COAT

TACK COAT

SUBGRADE METHOD B

FERTILIZING (10-20-10)

WATERING

SOLID SLAB SODDING

TYPE A SALVAGED TOPSOIL

UNCLASSIFIED EXCAVATION

SY

LF

SY

TON

TON

GAL

GAL

SY

TON

KGAL

SY

LSUM

CY

2100

1555

692

314

824

735

734

2100

0.22

89

2220

1

1575

PIPE RAILING

REMOVAL OF BRIDGE ITEMS

(PL) REPAIR BRIDGE ITEMS

(SP) CARBON FIBER-REINFORCED POLYMER

REINFORCING STEEL

MECHANICAL SPLICES

CLASS AA CONCRETE

STRUCTURAL STEEL

CONCRETE RAIL

PRESTRESSED CONCRETE BEAMS

ENGINEERED FALSEWORK

619(B)

413(A)

412

411(C)

411(B)

408

407(B)

310(B)

234(A)

230(F)

230(A)

205(A)

202(A)

(1)

(14)

(13)

(11)

(7)

(2)

(6) (9) (10)

(8)

(3) (4) (6)

(5)

(12)

LF

LSUM

EA

SF

LB

EA

CY

LB

LF

LF

LSUM

42.7

1

2

40.9

3690.00

115.00

8.40

360.00

42.7

85

1

622(A)

619(B)

540

524(A)

511(A)

511

509(A)

506(A)

504(D)

503(A)

502(A)

(R-49,50) (SP-5)

(SP-6)

(R-49) (SP-7)

(R-32) (SP-2)

(R-32)

(R-28)

(SP-4)

(R-13)

(R-9)

882(A)

880(K)

880(J)

880(A)

878(C)

877(A)

870(A)

857(A)

856(A)

SD

SD

LSUM

SD

SD

LF

SD

LF

LF

5000.00

(SP) CHANGEABLE MESSAGE SIGN

SURVEILLANCE OF TRAFFIC CONTROL

CONSTRUCTION TRAFFIC CONTROL

ARROW DISPLAY (TYPE C)

MODULAR GLARE SCREEN (TEMPORARY)

DELIVER PORTABLE LONGITUDINAL BARRIER

SANDFILLED IMPACT ATTENUATION MODULE

CONSTRUCTION TRAFFIC STRIPE (PAINT)

TRAFFIC STRIPE (MULTI-POLY) (6" WIDE)

(TC-52,84)(SP-1)

(TC-39,84)

(TC-25,33)(SP-3)

(TC-84)

(TC-84)

(0-11) (TC-1)

(TC-44,52,84)

(O-10) (TC-17,21,61)

(TS-25)

140

35

1

67

1826

2762.5

836

19660

16264

MATCH ORIGINAL BEAM PROFILE.

SILICA FUME ADDITIVE AND IS FIBER REINFORCED. REPAIRED AREA SHOULD

EXPOSED STRANDS AND REPAIR AREAS WITH A PATCHING MORTAR THAT CONTAINS

LOCATIONS SHOWN IN THE PLANS AND AS DETERMINED BY THE ENGINEER. CLEAN

CONSIST OF REMOVING LOOSE AND UNSOUND CONCRETE OF THE DAMAGED AREAS AT

REPAIR BEAMS 3 AND 4, SPAN 3 AS SHOWN ON PLANS. CONCRETE REPAIR SHALL(13)

FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS.

WHO IS CURRENTLY REGISTERED WITH THE OKLAHOMA STATE BOARD OF REGISTRATION

STANDARD SPECIFICATIONS AND DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER

WORK ORDER. THE FALSEWORK SHALL BE IN ACCORDANCE WITH SECTION 502 OF THE

DESIGN TO THE ENGINEER FOR APPROVAL WITHIN ONE WEEK AFTER ISSUANCE OF THE

THE CONTRACTOR SHALL SUBMIT DETAIL DRAWINGS AND CALCULATIONS OF FALSEWORK

REMOVING FALSEWORK.

BEAM AND DECK REPAIRS SHALL BE COMPLETE AND ATTAIN 28-DAY STRENGTH BEFORE

BY THE CONTRACTOR, AT HIS EXPENSE, TO THE SATISFACTION OF THE ENGINEER.

FAILURE OF THE FALSEWORK, SHALL BE REPAIRED TO SERVICEABLE CONDITION

PUBLIC DURING THIS WORK. DAMAGE TO THE STRUCTURE DUE TO ANY SETTLEMENT OR

AND SHALL BE FULLY RESPONSIBLE FOR THE SAFETY OF THE BRIDGE AND TRAVELING

FALSEWORK SUPPORTING THE CANTILEVER SLAB PRIOR TO SAW CUTTING THE DECK,

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY OF THE(12)

AND CURED.

BE APPLIED AFTER ALL CONCRETE REPAIRS TO THE DAMAGED BEAM HAVE BEEN MADE

PROVISIONS FOR "FIBER-REINFORCED POLYMER MATERIAL". THE CFRP WRAP SHALL

DAMAGED SECTION OF BEAM 4 AS SPECIFIED IN THE PLANS AND IN THE SPECIAL

LAYERS OF A CARBON FIBER-REINFORCED POLYMER (CFRP) COMPOSITE WRAP TO THE

PAY ITEM "(SP) CARBON FIBER-REINFORCED POLYMER" CONSISTS OF APPLYING TWO (2)(11)

TO PROVIDE FOR DEAD LOAD DEFLECTIONS AND GRADE ADJUSTMENT.

FINAL HAUNCH HEIGHTS WILL BE SET AFTER ERECTION OF GIRDERS AND DIAPHRAGMS

WITH A 1" HAUNCH ALONG THE FULL LENGTH OF THE GIRDERS AND CANTILEVER. THE

GIRDERS AND ADDITIONAL THICKNESS AT CANTILEVER. THIS QUANTITY IS CALCULATED

(10) PLAN QUANTITY FOR CLASS AA CONCRETE INCLUDES 0.5 C.Y. FOR HAUNCHES OVER

UNIT PRICE OF CLASS AA CONCRETE.

(9) INCLUDE ALL COSTS OF SAWCUT, JOINT SEALER AND BACKER ROD IN THE CONTRACT

LABOR, EQUIPMENT, AND OTHER INCIDENTALS USED TO INSTALL BEARING ASSEMBLY.

AND DRILLING AND EPOXY GROUTING OF NEW ANCHOR BOLTS. INCLUDE ALL COSTS OF

BEARING PAD. INCLUDES CUTTING, GRINDING, AND PAINTING EXISTING ANCHOR BOLTS,

(8) ENCOMPASSES COST OF BOTTOM BEARING PLATE, ANCHOR BOLTS, AND ELASTOMERIC

AND EPOXY GROUT LAPPED BARS FROM INTERIOR BEAM TO EXISTING DIAPHGRAM.

(7) INCLUDE ALL COSTS OF LABOR, EQUIPMENT, AND OTHER INCIDENTALS TO DRILL

THE CONTRACT UNIT PRICE OF CLASS AA CONCRETE AND CONCRETE RAIL.

AND CONCRETE RAIL. INCLUDE ALL COSTS OF HIGH EARLY STRENGTH CONCRETE IN

(6) ALL CLASS AA CONCRETE SHALL BE HIGH EARLY STRENGTH CONCRETE FOR DECK, CURB

OF PRESTRESSED CONCRETE BEAMS.

(5) INCLUDE ALL COSTS OF WELDING EMBEDDED SOLE PLATE IN THE CONTRACT UNIT PRICE

OF CLASS AA CONCRETE FOR CONCRETE RAIL.

(4) THERE IS AN ESTIMATED 4.0 C.Y. OF CLASS AA CONCRETE FOR CURB AND 1.7 C.Y.

CONCRETE RAIL. QUANTITIES FOR REINFORCEMENT ARE INCLUDED IN REINFORCING STEEL.

RELATING TO THE CURB AND CONCRETE RAIL IN THE CONTRACT UNIT PRICE OF

(3) INCLUDE ALL COSTS OF LABOR, EQUIPMENT, MATERIALS AND ANY OTHER INCIDENTALS

FROM THE EXISTING DECK WITH NEW REINFORCING.

(2) MECHANICAL SPLICE DEVICES SHALL BE USED TO SPLICE REINFORCING EXTENDING

BOLTS, AND ADDITIONAL SHIMS IF REQUIRED.

TO REINSTALL THE ALUMINUM RAIL ON NEW CONCRETE RAIL, INCLUDING NEW ANCHOR

GUARDRAIL AND ITS ATTACHMENT COMPONENTS. PAY ITEM SHALL INCLUDE ALL COSTS

(1) INCLUDE ALL COSTS TO DISASSEMBLE AND STOCKPILE THE EXISTING ALUMINUM

sgrewell


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10/28/2013

3:17:2

2 P

M

DATEBY

SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

SAIC


ï»¿(918) 492-1600 â�� saic.com/E



19


IN-ER-002

IN-ER-002

19

10/13

10/13

10/13

BRIDGE REPAIR 38.41

AEJ

PAY ITEM NOTES

RAH

SOT 3

3

AND GENERAL NOTES

PAY ITEM NOTES

PAY ITEM NOTES CONT.

DIRECTED BY THE ENGINEER.

INLAY SHALL BE COMPLETED PRIOR TO SHIFTING TRAFFIC ONTO SHOULDER AS

THE INDIAN NATION TURNPIKE SOUTHBOUND OUTSIDE SHOULDER. MILL AND

PAY ITEM INCLUDED FOR THE MILL AND INLAY, 4 FEET WIDE, 2 INCHES THICK, OFSP-7

REMOVED AND SHOULDER IS NO LONGER NEEDED FOR TRAFFIC CONTROL.

RUMBLE STRIP WILL NOT BE MILLED INTO THE SHOULDER UNTIL TRAFFIC HAS BEENSP-6

ASPHALT PAVEMENT.

INCLUDES ALL COSTS OF SAWING PAVEMENT AS REQUIRED FOR REMOVAL OFSP-5

CROSSOVER PAVING.

TURNPIKE SOUTHBOUND OUTSIDE SHOULDER AND 630 GALS FOR MEDIAN

QUANTITY SHOWN INCLUDES 104 GALS FOR MILL AND INLAY OF THE INDIAN NATIONSP-4

OF THE BRIDGE IN THE INTERIM.

THE CONTRACTOR SHALL NOT ALLOW TRAFFIC OVER THE DAMAGED PORTION

SPECIAL PORTABLE LONGITUDINAL BARRIER ALONG E 1460 ROAD (LEHNHARD ROAD).

LONGITUDINAL BARRIER ON THE SAME DAY THE CONTRACTOR PLACES HIS OWN

FOR MANHATTAN ROAD AND BRIDGE TO REMOVE THEIR PLASTIC PORTABLE

COORDINATE WITH KERRY HOFF OF MANHATTAN ROAD AND BRIDGE, 918-437-9560,

DEVICES ALONG E 1460 ROAD (LEHNHARD ROAD). THE CONTRACTOR SHALL

BARRIER WITH HIS OWN, AND TAKE TOTAL RESPONSIBILITY FOR THE LONGITUDINAL

CONTRACTOR SHALL REPLACE THE EXISTING PLASTIC PORTABLE LONGITUDINAL

NORTHBOUND LANES. UPON HIS TAKING CHARGE OF THE PROJECT, THE

BEGINNING ON THE BRIDGE REPAIR OVER THE INDIAN NATION TURNPIKE

ROAD) ON SHEET 19 SHALL BE ASSUMED TO BE "IN PLACE" PRIOR TO WORK

ALL TRAFFIC CONTROL SIGNS AND DEVICES SHOWN ALONG E 1460 ROAD (LEHNHARDSP-3

CROSSOVER PAVING.

TURNPIKE SOUTHBOUND OUTSIDE SHOULDER AND 236 TONS FOR MEDIAN

QUANTITY SHOWN INCLUDES 78 TONS FOR MILL AND INLAY OF THE INDIAN NATIONSP-2

TO THE WORK AREA ALONG E 1460 ROAD (LEHNHARD ROAD).

THE WORK AREA ALONG THE INDIAN NATION TURNPIKE AND ON EACH APPROACH

PROJECT. THIS WILL ALLOW FOR THE USE OF ONE (1) SIGN ON EACH APPROACH TO

A TOTAL OF FOUR (4) CHANGEABLE MESSAGE SIGNS SHALL BE PROVIDED FOR THISSP-1

INCH (6") WIDE TRAFFIC STRIPE.

(MULTI-POLYMER) (BLACK) AND WILL BE MEASURED BY THE LINEAR FOOT OF SIX

6,420 L.F. TRAFFIC STRIPE (MULTI-POLYMER) (YELLOW) AND 1,712 L.F. TRAFFIC STRIPE

QUANTITY SHOWN INCLUDES 8,132 L.F. TRAFFIC STRIPE (MULTI-POLYMER) (WHITE),TS-25

PROJECT’S CONSTRUCTION TRAFFIC CONTROL IS MODIFIED DURING CONSTRUCTION.

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

TURNPIKE AUTHORITY STANDARDS AND SUGGESTED CONSTRUCTION SEQUENCE

ITEMS IS AN ESTIMATED QUANTITY ONLY, BASED ON THE CURRENT OKLAHOMA

ITEMS. THE AMOUNT OF CALENDAR DAYS USED TO COMPUTE THE SIGN DAY PAY

35 CONSTRUCTION CALENDAR DAYS WERE USED TO COMPUTE THE SIGN DAY PAYTC-84

TO THE SATISFACTION OF THE ENGINEER.

THEIR INSTALLATION, SHALL BE REPAIRED AT THE CONTRACTOR’S EXPENSE AND

MARKERS OR CHANNELIZING DEVICES AND THE BITUMINOUS ADHESIVE USED IN

CONTRACTORS NEGLIGENCE IN THE REMOVAL OF CONSTRUCTION ZONE PAVEMENT

ANY DAMAGE TO A FINISHED OR EXISTING SURFACE RESULTING FROM THETC-61

WORKING CONDITION, PRIOR TO PLACEMENT ON THE PROJECT.

BY THE OKLAHOMA TURNPIKE AUTHORITY, TO ASSURE THAT THEY ARE IN GOOD

BE PLACED ON THIS PROJECT SHALL BE SUBJECT TO INSPECTION AND APPROVAL,

ANY USED CHANGEABLE MESSAGE SIGN OR SAND FILLED IMPACT ATTENUATOR TOTC-52

PALLETS (IF REQUIRED), RELOCATION AND MAINTENANCE.

PRICE BID FOR THIS ITEM SHALL INCLUDE ATTENUATOR MODULES, SAND, WOODENTC-44

SUPERVISOR.

ASSOCIATION (OTEA) AS A TRAFFIC CONTROL TECHNICIAN OR TRAFFIC CONTROL

SERVICES ASSOCIATION (ATSSA) OR THE OKLAHOMA TRAFFIC ENGINEERING

SHALL HOLD A CURRENT CERTIFICATION FROM THE AMERICAN TRAFFIC SAFETY

TRAFFIC LANES OR ANYTIME THE ENGINEER DEEMS IT NECESSARY. THIS PERSON

DEVICES IN POSITION ANYTIME TRAFFIC IS DIRECTED AWAY FROM THE NORMAL

WEEK, AT THE CONSTRUCTION SITE TO MAINTAIN AND KEEP ALL TRAFFIC CONTROL

THE CONTRACTOR SHALL PROVIDE A PERSON, 24 HOURS A DAY, SEVEN DAYS ATC-39

APPROVAL.

THE CERTIFICATION SHALL INCLUDE TEST RESULTS ON MATERIAL SUBMITTED FOR

WITH O.T.A. STANDARD SPECIFICATIONS (CURRENT EDITION) SUBSECTION 106.04.

THE MANUFACTURER SHALL FURNISH A TYPE ’D’ CERTIFICATION IN ACCORDANCE

REVISION).

FLUORESCENT SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956 (LATEST

ALL CONSTRUCTION WORK ZONE SIGNS SHALL HAVE FLUORESCENT SHEETING. THETC-33

NON-DAYLIGHT HOURS.

STANDARD DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT ATTACHED DURING

ALL SIGNS AND BARRICADES, WHICH ARE SHOWN WITH TYPE ’A’ LIGHTS IN THE

FOR COMPLETION OF THE PROJECT.

CONSTRUCTION TRAFFIC CONTROL DEVICES AND PAVEMENT MARKINGS REQUIRED

THE INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY

STANDARD DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR

DEVICES, (CURRENT EDITION), AND COMPLIANT WITH APPLICABLE O.D.O.T.

IN ACCORDANCE WITH CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

CONSTRUCTION PLANS, AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER,

ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TOTC-25

AND REMOVAL. THIS ITEM SHOULD BE BID ACCORDINGLY.

INCLUDED IN THE COST OF THIS ITEM SHALL BE INSTALLATION, MAINTENANCE,TC-21

(4" WIDE) YELLOW STRIPE.

INCLUDES AN ESTIMATED 6,720 L.F. (PAINT) (4" WIDE) WHITE AND 12,940 L.F. (PAINT)TC-17

PORTABLE LONGITUDINAL BARRIER.

MAINTENANCE OF TRAFFIC WHEN INSTALLING, RELOCATING OR DELIVERING

AND PROVIDE FLAGGERS NECESSARY FOR THE CONTROL, SAFETY, AND

THE CONTRACTOR SHALL FURNISH AND INSTALL SUCH LIGHTS, SIGNS, BARRICADES,TC-1

202.06 UNCLASSIFIED EXCAVATION.

MATERIALS REMOVED SHALL NOT BE MEASURED FOR PAYMENT UNDER SECTIONR-50

MANNER APPROVED BY THE ENGINEER.

TO BECOME THE PROPERTY OF AND BE DISPOSED OF BY THE CONTRACTOR IN AR-49

ESTIMATED AT 112 LBS. PER SQ. YD. PER 1" THICK.R-32

STANDARD SPECIFICATIONS.

THE RESIDUE FROM DISTILLATION PERCENTAGE SHOWN IN SECTION 708.03 OF THE

OPERATIONS WILL BE DETERMINED BY THE CONTRACTOR, AND SHALL CONSIDER

AGGREGATE BASE. THE ACTUAL CUTBACK PRIME COAT REQUIRED FOR PLACEMENT

WHEN APPLIED TO SUBGRADE, AND 0.25 GAL. PER SQ. YD. WHEN APPLIED TO

PRIME COAT SHALL BE APPLIED AT AN ESTIMATED RATE OF 0.35 GAL. PER SQ. YD.R-28

OF SODDING AND/OR SPRIGGING.

ESTIMATED AT 200 POUNDS OF 10-20-10 FERTILIZER PER 1,000 SQ. YDS.R-13

ESTIMATED AT 40 GALLONS PER SQ. YD. OF SODDING AND/OR SPRIGGING.R-9

APPROVED TRAFFIC CONTROL PLAN.

PAYMENT WILL BE BASED ON THE ACTUAL AMOUNT IN ACCORDANCE WITH THE

PLAN QUANTITIES ARE BASED ON THE PLAN SEQUENCE OF CONSTRUCTION. FINALO-11

WILL BE BY THE LINEAR FOOT OF PAINT REGARDLESS OF THE ITEM USED.

MARKINGS AS SHOWN ON THE PLANS AND ON ALL FINISHED SURFACES. PAYMENT

FLEX-TABS AT HIS OPTION. CONTRACTOR SHALL USE FLEX-TABS FOR TEMPORARY

DURING THE VARIOUS STAGES OF CONSTRUCTION. CONTRACTOR MAY USE

THIS ITEM IS TO BE USED AS APPROVED BY THE ENGINEER TO DIRECT TRAFFICO-10

sgrewell


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10/28/2013

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9:3

8 P

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DATEBY

SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

SAIC


ï»¿(918) 492-1600 â�� saic.com/E



19


IN-ER-002

IN-ER-002

19

10/13

10/13

10/13

BRIDGE REPAIR 38.41

AEJ

RAH

SOT 4

GENERAL NOTES

4

TRAFFIC CONTROL:

REQUIRED FOR THE PROJECT.

WITH THE OKLAHOMA HIGHWAY PATROL TO DETERMINE THE NUMBER OF OFFICERS AND SCHEDULE

REQUESTED AND WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. THE OTA WILL COORDINATE

THE WORK SCHEDULE WILL INCLUDE THE DAYS IN WHICH TRAFFIC SURVEILLANCE, POLICE IS

SCHEDULE TO THE OTA ON-SITE REPRESENTATIVE ONE (1) WEEK IN ADVANCE OF THE WORK.

THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HIS ANTICIPATED WEEKLY

TRAFFIC SURVEILLANCE, POLICE: TRAFFIC SURVEILLANCE, POLICE WILL NOT BE A PART OF

LANE LINES, AT A MINIMUM, SHALL BE ESTABLISHED AT ALL TIMES DURING CONSTRUCTION.(G-52)

ALL WORK PHASES FOR THE CONSTRUCTION OF THE BRIDGES AND ROADWAYS AFFECTED.

TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION DESCRIBING

THE CONTRACTOR SHALL SUBMIT A FINAL TRAFFIC CONTROL AND CONSTRUCTION PHASING PLAN(G-51)

ADEQUATELY PROTECT THESE TRAFFIC HAZARDS WILL RESULT IN A SHUTDOWN NOTICE BEING ISSUED.

THE CONTRACTOR SHALL NOT LEAVE ANY EXPOSED ENDS OF STRUCTURES. FAILURE TO

IS ALREADY IN PLACE. COST TO BE INCLUDED IN OTHER ITEMS OF WORK.

WHEN SAND FILLED IMPACT ATTENUATORS OR GUARDRAIL ARE REMOVED UNLESS BARRIER

TRUCK MOUNTED ATTENUATORS WILL BE USED TO PROTECT AREAS EXPOSED TO TRAFFIC(G-49)

CONTRACTOR SHALL NOT UTILIZE EMERGENCY VEHICLE TURNAROUNDS ON THE TURNPIKE(G-48)

MISCELLANEOUS:

ALL FIELD MEASUREMENTS SHALL PREVAIL ON INSTALLATION AND REMOVAL.(G-61)

WHEN WORK IS BEING PERFORMED BY HIS SUBCONTRACTORS.

THE PRIME CONTRACTOR SHALL BE REPRESENTED ON SITE AT ALL TIMES. HE MUST BE PRESENT(G-60)

PERMITTED ON SUNDAYS.

WORK IS NOT ALLOWED BEFORE SUNRISE NOR AFTER SUNSET. CONSTRUCTION ACTIVITIES ARE NOT(G-58)

FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT.

CONSIDERED INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID

ALL WORK AND/OR MATERIALS NOT CLASSIFIED AS A "CONTRACT PAY ITEM" SHALL BE(G-56)

CONTRACTOR SHALL PAY ALL TURNPIKE FEES. TOLL COST SHALL BE INCLUDED IN OTHER ITEMS OF WORK.(G-55)

AT THE PRE-WORK MEETING.

CONTRACTOR SHALL PROVIDE THE ENGINEER A DIGITAL COPY OF THE PHOTOGRAPHS AND VIDEO

COST SHALL BE CONSIDERED AS INCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE.

AND VIDEO WITH A DESIGNATED OTA REPRESENTATIVE, BEFORE THE START OF CONSTRUCTION.

CONTRACTOR SHALL DOCUMENT PRE-CONSTRUCTION SITE CONDITIONS BY MEANS OF PHOTOGRAPHS(G-53)

SITE WORK/RIGHT-OF-WAY:

THE ENGINEER. ALL COST TO BE INCLUDED IN OTHER ITEMS OF WORK.

AND PERMANENT RIGHT-OF-WAY FENCING SHALL BE RESTORED OR INSTALLED IN A MANNER APPROVED BY

OF THE PROJECT THAT REQUIRED THIS FENCE IS COMPLETED, THE TEMPORARY FENCE SHALL BE REMOVED,

THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY RIGHT-OF-WAY FENCE AS REQUIRED. WHEN THE PORTION(G-65)

BY THE CONTRACTOR. ALL ACCESS ROADS SHALL BE APPROVED BY THE OTA PRIOR TO CONSTRUCTION.

OTA RETAINS THE RIGHT TO KEEP ANY ROADS FROM THE TURNPIKE TO THE COUNTY ROADS CONSTRUCTED(G-64)

THE GATE WILL BE PERMANENTLY LOCKED.

BE LOCKED OR MANNED AT ALL TIMES. IF THE GATE IS FOUND UNLOCKED OR UNMANNED THREE TIMES,

IF THE CONTRACTOR ELECTS TO OPEN A GATE IN THE RIGHT-OF-WAY FENCE, THE GATE SHALL EITHER(G-63)

SITE MUST BE RESTORED TO ORIGINAL CONDITION IMMEDIATELY FOLLOWING CONSTRUCTION.

CONTRACTOR SHALL BE ALLOWED TO USE OTA RIGHT-OF-WAY AT APPROVED LOCATIONS FOR STORAGE.(G-62)

ROADWAY:

OF DAILY OPERATIONS IS NO MORE THAN 2 INCHES.

WITHIN THE SAME WORKING PERIOD, SUCH THAT THE MAXIMUM ELEVATION DIFFERENTIAL AT THE CLOSE

ALL COLD MILLED SURFACES AND TACK COAT APPLICATIONS SHALL BE OVERLAID WITH HOT MIX ASPHALT(G-66)

SPECIFICATIONS:

DESCRIPTION OF WORK:

VERIFICATION OF EXISTING CONDITIONS:

EXISTING PLANS:

EXCEPT AS MODIFIED BY PLAN NOTES AND SPECIAL PROVISIONS.

TURNPIKE AUTHORITY, 2010 STANDARD SPECIFICATIONS FOR TURNPIKE CONSTRUCTION,

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE OKLAHOMA

EXPENSE AND TO THE SATISFACTION OF THE ENGINEER.

ROADWAY DUE TO THE CONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR’S

THE EXISTING BRIDGE OR ATTACHMENTS. ANY DAMAGE TO THE EXISTING BRIDGE OR

PRACTICE AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO

THE CONTRACTOR SHALL ADOPT METHODS CONSISTENT WITH GOOD CONSTRUCTION

OF THE NATURE OF THE WORK AND CONDITIONS UNDER WHICH IT WILL BE PERFORMED.

PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL FULLY INFORM HIMSELF

RESPONSIBLE FOR THE ACCURACY THEREOF.

DIMENSIONS NECESSARY TO CONNECT THE NEW MATERIAL AND SHALL BE SOLELY

AND THE ORIGINAL PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL

THE DIMENSIONS OF THE EXISTING BRIDGE COMPONENTS SHOWN ON THESE PLANS

MAINTENANCE OF TRAFFIC:

GENERAL NOTES

ASK FOR: CONTRACT NO. 314 AND 302

OKLAHOMA CITY, OKLAHOMA 73111

3500 MARTIN LUTHER KING BOULEVARD


OR FROM:

FTP://FTP.PIKEPASS.COM/ORIGINAL/20CONSTRUCTION/20CONTRACTS/INDIAN NATION/CONT314:

FOR THE ORIGINAL CONSTRUCTION AND REHABILITATION ARE AVAILABLE ON OTA WEB SITE;

TH1S BRIDGE WAS CONSTRUCTED BY THE OKLAHOMA TURNPIKE AUTHORITY. PLANS

SURVEYING AND CONSTRUCTION STAKING:

UTILITIES:

SUM OF "CONSTRUCTION STAKING".

LABOR, EQUIPMENT AND INCIDENTALS SHALL BE INCLUDED IN THE UNIT PRICE BID PER LUMP

STAKING NECESSARY FOR COMPLETION OF THE PROJECT INCLUDING THE COST OF ALL MATERIAL,

CONSTRUCTING THE NEW DECK SLAB,. ALL COST OF THE SURVEYING AND CONSTRUCTION

HAUNCH CALCULATIONS SHALL BE PROVIDED TO THE ENGINEER FOR APPROVAL BEFORE

ALL SURVEY DATA, PROPOSED ADJUSTMENTS IN FINISH GRADES, BRIDGE FORMING DATA AND

HAUNCH AND FORMING DATA

MEASURING THE TOP OF BEAM ELEVATIONS FOR DETERMINING DECK SLAB4.

AT CENTERLINE AND EDGES OF DECK SLABS AND AT EACH BEAM LINE

MEASURING THE ELEVATIONS ALONG THE EXISTING BRIDGE DECK SLABS3.

ESTABLISHING VERTICAL CONTROL INCLUDING THE SETTING OF BENCHMARKS2.

ROADWAY AND BRIDGE CENTERLINES

ESTABLISHING HORIZONTAL CONTROL INCLUDING THE STAKING OF1.

INCLUDE THE FOLLOWING:

THE SURVEYING AND CONSTRUCTION STAKING REQUIRED FOR COMPLETION OF THE PROJECT MAY

NECESSARY FOR THE COMPLETION OF THE PROJECT AND AS DIRECTED BY THE ENGINEER.

THE CONTRACTOR WILL BE REQUIRED TO CONDUCT ALL SURVEYING AND CONSTRUCTION STAKING

TO THE CONTRACTOR’S NEGLIGENCE SHALL BE BORNE SOLELY BY THE CONTRACTOR.

UTILITY LINE. ANY COSTS OF REPAIR, REPLACEMENT OR LOSS OF SERVICE DUE

THE CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO THE CONDUIT AND

DURING REMOVAL AND REPLACEMENT OF THE DECK, BEAMS, CURB AND RAIL.

THE CONTRACTOR SHALL SUPPORT THE CONDUIT WHICH IS LOCATED ON THE CURB

REMOVAL OF LEAD BASED PLATE:

CONCRETE INTERMEDIATE DIAPHRAGMS:

80% OF THE SPECIFIED COMPRESSIVE STRENGTH.

OF THE ENGINEER. THIS TIME MAY BE SHORTENED IF THE CONCRETE HAS ATTAINED

DIAPHRAGMS HAS BEEN IN PLACE FOR A MINIMUM OF 5 DAYS OR AT THE DISCRETION

OTHER MASSIVE LOADS TO THE BEAMS OR DIAPHRAGMS UNTIL THE CONCRETE IN THE

COMPRESSIVE STRENGTH. DO NOT PLACE THE CONCRETE FOR THE DECK SLAB OR APPLY

THIS TIME MAY BE SHORTENED IF THE CONCRETE HAS ATTAINED 80% OF THE SPECIFIED

BOTTOM FORM FOR A MINIMUM OF 3 DAYS OR AT THE DISCRETION OF THE ENGINEER.

MINIMUM OF 24 HOURS BEFORE REMOVING THE SIDE FORMS. DO NOT REMOVE THE

ONCE THE CONCRETE HAS BEEN PLACED FOR THE INTERMEDIATE DIAPHRAGM, WAIT A

STAY-IN-PLACE FORMS:

THE USE OF STAY-IN-PLACE FORMS WILL NOT BE ALLOWED ON THIS PROJECT.

REPLACING THE SIGN IN OTHER ITEMS OF WORK.

CLEARANCE AS DIRECTED BY THE ENGINEER. INCLUDE ALL COSTS OF REMOVING AND

EXISTING VERTICAL CLEARANCE SIGN IN KIND DISPLAYING THE NEW MINIMUM VERTICAL

MINIMUM VERTICAL CLEARANCE OVER THE INDIAN NATION TURNPIKE AND REPLACE THE

AFTER ALL BEAM REPAIRS ARE COMPLETE, THE CONTRACTOR SHALL MEASURE THE

INDICATED IN THE PLANS.

AND RAILING OVER THE NORTHBOUND LANES OF THE INDIAN NATION TURNPIKE AS

REMOVE AND REPLACE TWO BEAMS, THREE DIAPHRAGMS, A PORTION OF DECK, CURB

SHALL BE RESTRICTED TO ONE LANE OF TRAFFIC DURING REPAIR OPERATIONS.

DAMAGE TO THE INDIAN NATION BRIDGE 38.41 IN PITTSBURG COUNTY. THE BRIDGE

THE WORK TO BE PERFORMED UNDER THIS CONTRACT CONSISTS OF REPAIRING THE

INCLUDED IN THE UNIT PRICE BID PER LUMP SUM OF "REMOVAL OF BRIDGE ITEMS".

ALL COSTS TO REMOVE AND DISPOSE OF THE LEAD PLATE PROPERLY SHALL BE

SECTION 619 OF THE STANDARD SPECIFICATIONS REGARDING "HAZARDOUS MATERIALS".

THE CONTRACTOR SHALL DISPOSE OF THE LEAD PLATES IN ACCORDANCE WITH

BE REMOVED AND REPLACED WITH A 1/8" ELASTOMERIC BEARING PAD.

THE EXISTING BEARINGS CONTAIN A 1/8" LEAD PLATE COMPONENT THAT SHALL

EACH WAY, LOCATED ON THE SOUTHBOUND LANES.

NORTHBOUND AND SOUTHBOUND TRAFFIC WILL BE REDUCED TO ONE LANE

LANES OF TURNPIKE TRAFFIC SHALL BE CLOSED DURING REPAIRS. THE

TO ONE LANE OF TRAFFIC DURING REPAIR OPERATIONS. THE NORTHBOUND

BRIDGE NO. 38.41 E-1460 ROAD (LEHNHARD ROAD) SHALL REMAIN OPEN

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SCALE: 1" = 10’

PLAN - EXISTING BRIDGE 38.41

RWS

!

BE

AM

S

SPAN 1 SPAN 2 SPAN 3 SPAN 4

ELEVATION

BRIDGE PLAN AND

SAW CUT LINE

KSJ

KSJ 5

5

AA

SHALL REMAIN, SEE TYPICAL SECTION.

CONCRETE DECK. TRANSVERSE REBAR

SAW CUT AND REMOVE EXISTING

FALSEWORK

f’c = 4,000 PSI

Fy = 60,000 PSI

Fy = 50,000 PSI

LOADING

DESIGN

MATERIAL

DESIGN DATA

AASHTO/AWS D1.5 BRIDGE WELDING CODES.

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 6TH EDITION,2012.

LFD OPERATING RATING HS-20

HL-93

STRUCTURAL STEEL AASHTO M270 (GRADE 50W)

REINFORCING STEEL

CLASS AA

CONCRETE:

BARRIER SEE NOTE 1.

PORTABLE LONGITUDINAL

PARAPET.

BEARING PLATES,DIAPHRAGMS, DECK, CURB, AND

REMOVE AND REPLACE TWO TYPE I P. C. BEAMS,

PORTABLE LONGITUDINAL BARRIERS

STOCKPILED, AND ATTACHED TO NEW CONCRETE RAIL.

ALUMINUM RAILING SHALL BE REMOVED,

CONCRETE RAIL AND ALUMINUM RAILING.

BEARINGS PLATES, DIAPHRAGMS, DECK, CURB,

REMOVE TWO EXISTING TYPE I P. C. BEAMS,

NOTES:

12’-6" APART AT SPAN 3 UNTIL FALSEWORK IS IN PLACE.

1. PLACE PORTABLE LONGITUDINAL BARRIERS APPROXIMATELY

OF NEW ANCHOR BOLTS.

CENTERLINE OF BEARING, AND THE LOCATION AND ORIENTATION

APPROVE THE LENGTH OF BEAM FROM CENTERLINE OF BEARING TO

ASSEMBLIES. THE CONTRACTOR SHALL VERIFY AND THE ENGINEER

LOCATIONS PRIOR TO FABRICATION OF ANY BEAMS OR BEARING

ENGINEER APPROVE, BEAM AND ANCHOR BOLT DIMENSIONS AND

AT EACH BEAM LINE, THE CONTRACTOR SHALL VERIFY AND THE

PORTABLE LONGITUDINAL BARRIERS

5’-

8"

5’-

8"

5’-

8"

8"

9’-

0"

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BRIDGE REPAIR 38.41

AEJ

SCALE: �" = 1’-0"

SECTION A-A

SCALE: �" = 1’-0"

REINFORCING DETAIL

KSJ 6

6

1"

1" C

LR.

6�

" S

LA

B

1�

" C

LR.

DETAILS

SEE SUPERSTRUCTURE

B/S

DIAPHRAGM DETAILS

SEE FRAMING PLAN AND

DIAPHRAGM DETAILS

SEE FRAMING PLAN AND

11’-2" 8"

3’-0"5’-8"5’-8"5’-8"3’-0"

9 - ET1 #5 EQ. SP. (TOP OF SLAB)

16 - EB1 #5@6 (BOT. OF SLAB)

SEE NOTE 2

SEE NOTE 1

SEE NOTE 3

SEE NOTE 4

! BEAM 1

SEE NOTE 5

AND NOTE 6

SEE NOTE 5

REQUIRED

MECHANICAL SPLICES

7�

"

6" DEPTH FOR D1 #6

DRILL AND GROUT

D2 #6

AB1 #6

AT1 #6

BT1 #6

D1 #6

PROFILE GRADE LINE

! BRIDGE AND

2’-6"9’-0"9’-0"2’-6"

F1 #6

F2 #4

DIAPHRAGM

F3 #4 AT

PROFILE GRADE LINE

! BRIDGE AND CS3 #5

DETAIL 1

DETAIL 2

DETAIL 3

! BEAM 2! BEAM 4 ! BEAM 3

9’-0" (CLEAR LANE)

BRIDGE TYPICAL SECTION

@ !

BR

G.

7�

" (T

YP.)

GENERAL NOTES.

UTILITY CONDUIT SEE

1’-6"

AB1 BEND

BEAM ! TO

SEE NOTE 7

�" PER FT.

PORTABLE LONGITUDINAL BARRIER

ENGINEERED FALSEWORK

SUPPORT SLAB WITH

DETAIL 1, SHEET 10.

COLD JOINT. SEE

SAWCUT AND SEAL

7. CROSS SLOPE SHALL MATCH EXISTING SLOPE ON DECK.

TWO FEET BEYOND THE DAMAGED AREA ALONG THE BEAM LENGTH.

CARBON FIBER-REINFORCED POLYMER WRAP AS SHOWN, EXTENDING

AFTER CONCRETE PATCH HAS CURED, PLACE 2 LAYERS OF6.

ORIGINAL BEAM PROFILE.

MANUFACTURER’S DIRECTIONS. REPAIRED AREA SHOULD MATCH

5. CLEAN AND PREPARE DAMAGED AREAS ON BEAMS PER

DO NOT DAMAGE ADJACENT SPAN DIAPHRAGM.

HORIZONTAL REINFORCING IN DIAPHRAGM SHALL REMAIN.

REMOVE END PORTION OF DIAPHRAGM AS SHOWN. EXISTING4.

TRANSVERSE REINFORCING IN DECK SHALL REMAIN.

AND REMOVE REMAINING DECK AND BEAM 2. EXISTING

SAWCUT 1" DEEP THROUGH DECK AND AROUND DIAPHRAGM,3.

DIAPHRAGM, CURB, CONCRETE RAIL AND BEAM 1 AS SHOWN.

SAWCUT THROUGH DECK AND REINFORCING AND REMOVE DECK,2.

ON NEW CONCRETE RAIL.

AND ALUMINUM POST CASTINGS. ATTACH THE TUBE AND POSTS

1. REMOVE AND STOCKPILE EXISTING 4" DIA. ALUMINUM TUBE

NOTES:

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BEARING PAD. SEE NOTE 2

WITH �" ELASTOMERIC

REPLACE LEAD PLATES

1" X 8" X 1’-11"

EXISTING ANCHOR BOLTS

XXX

10/13

10/13

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BRIDGE REPAIR 38.41

XXX

1-BT3 #6 (BOTTOM)

1-AT3 #6 (TOP)

! BEAMS

EXISTING CURB AND PARAPET

EDGE OF DECK

42’-8"

6�" 6�"

FO

R

REI

NF

OR

CI

NG

SE

E

TY

PI

CA

L

SE

CTI

ON

EXISTING CURB AND PARAPET

! PIER NO. 2 ! PIER NO. 3

EXISTING REINFORCING

5-S1 #4@12

5-S1 #4@12

5-S1 #4@12

SUPERSTRUCTURE DETAILS

RWS

2-F1 #6 (BOT.)

2-F2 #4 (MID)

2-F3 #4 (TOP)

2-F1 #6 (BOT.)

2-F2 #4 (MID)

2-F3 #4 (TOP)

2-F1 #6 (BOT.)

2-F2 #4 (MID)

2-F3 #4 (TOP)

1-BT1 #6 (BOTTOM)

1-AT1 #6 (TOP)

1’-

9"

36-BT1 #6@14 (BOTTOM)

36-AT1 #6@14 (TOP) 7"

5’-

8"

2’-

10"

9’-

0"

1’-

3"

2’-

6"

CURB AND PARAPET NOT SHOWN (SEE TYPICAL SECTION FOR REINFORCING)

42’-8"

REQUIRED

MECHANICAL SPLICES

! BRIDGE 38.41COLD JOINT

43-CS3 #5@12 LAP WITH CS1 #5 AND CS2 #5

7

SCALE: �" = 1’-0"

DECK - REINFORCING PLAN (SPAN 3)

1’-

9"

6’-

4"

BOTTOM PLATE

SEE NOTE 1

35-AB1 #6@14 (BETWEEN AT1 #6)

1-BT1 #6 (BOTTOM)

1-AT1 #6 (TOP)

NOTES:

1-BT2 #6 (BOTTOM)

1-AT2 #6 (TOP)

7"4"

7

SCALE: NONE

EXISTING BEARING DETAILS

WASHER

1’-11"

EMBEDMENT

1’-3"

SCALE: NONE

ANCHOR BOLT DETAIL

STANDARD SPECIFICATIONS

SEE SECTION 724.05 OF THE

1�" DIA. THREADED BOLT

2 - HEX NUTS

2’-

3" 1

1�

"11�

"

2"

2"

2"

2"

(4 REQUIRED)

BOTTOM PLATE 1"X8"X2’-3"

SEE NOTE 4

1�" DIA. HOLES8"

SCALE: NONE

NEW BEARING DETAILS

SEE NOTE 2 FOR ELASTOMERIC BEARING PAD

5°

2’-

9"

9"

SHALL BE ADJUSTED AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST.

IF NECESSARY, THE BEARING PLATE ASSEMBLIES AND ANCHOR BOLT LOCATIONS

ADJUST THE NEW PLAN BEAM LENGTH AS DIRECTED BY THE ENGINEER.

BEAMS OR BEARING ASSEMBLIES. IF NECESSARY, THE BEAM FABRICATOR SHALL

THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO FABRICATING ANY

6. AT EACH BEAM LINE, THESE ANCHOR BOLT DIMENSIONS SHALL BE VERIFIED BY

HILTI HIT-RE 500 EPOXY.

5. DRILL AND EPOXY GROUT NEW ANCHOR BOLTS INTO CONCRETE PEDESTAL USING

WEATHERING CHARACTERISTICS.

TESTING NOT REQUIRED). NUTS, WASHERS, AND WELDING SHALL HAVE

AASHTO M270 (ASTM A709) GRADE 50W (WEATHERING STEEL, CHARPY V-NOTCH

4. STRUCTURAL STEEL FOR ANCHOR PLATES AND ANCHOR BOLTS SHALL CONFORM TO

AND PAINT WITH EPOXY.

3. CUT EXISTING ANCHOR BOLTS FLUSH WITH CONCRETE. GRIND SMOOTH

2. �" ELASTOMERIC BEARING PAD SHALL BE SAME SIZE AS NEW BOTTOM PLATES.

WILL BE CONSIDERED.

1. ALTERNATE ENCASED SOLE PLATES, PER CURRENT STANDARD DETAILS,

SEE NOTE 1

ANCHOR BAR DETAILS

PLAN AND DIAPHRAGM DETAILS

BACKER ROD (TYP. BOTH ENDS). SEE FRAMING

SEAL JOINT WITH SILICONE SEALER AND

CONSTRUCTION JOINT

11"

10"

11�"11�"

TY

P.

1"

PIER 3, SPAN 4

PIER 2, SPAN 2

PIER 3, SPAN 3

PIER 2, SPAN 3

BOTTOM PLATE ANCHOR BOLT LOCATION

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AEJ

WZB

1�"

�"

2"

6" 1’-3" 1’-3"

SUPERSTRUCTURE DETAILS

KSJ

PLAIN COATED REINFORCING

MARK SIZE QTY. FORM LENGTH REMARKS

(ONE REQUIRED)

SUPERSTRUCTURE BAR LIST

8

8

SHALL BE ROUGHENED

CONSTRUCTION JOINTS

3-CH1 #5 EQ. SPA. BOT.

3-CH1 #5 EQ. SPA. TOP

6"6"

GROOVE (2 PLACES)

�" CONTINUOUS DRIP

1’-

11"

10" 6"

10"

8"

10"10"

10"

1’-

4"

2’-0"

2’-1"

10"

1"

CS1 #5 X 6’-0"

CS3 #5 X 5’-2"

SE

E

NO

TE 3

1’-

0"

SCALE: 1�" = 1’-0"

DETAIL 1

1’-

6"

8"

4�"

4�

"

S1 #4 X 5’-1"

2’-9" 1’-1"

4" 4"2’-8"

4"

4"

AB1 #6 X 7’-6"

43-CS2 #5@12

43-CS1 #5@12

2-CH1 #5 F.S.

2-CH1 #5 N.S.

CS3

CS2

CS1

CH1

D2

D1

F3

F2

F1

S1

EB1

ET1

AB1

BT3

AT3

BT2

AT2

BT1

AT1

#5

#5

#5

#5

#6

#6

#4

#4

#6

#4

#5

#5

#6

#6

#6

#6

#6

#6

#6

43

43

43

10

6

6

6

6

6

15

16

9

35

1

1

1

1

36

36

BNT.

BNT.

BNT.

STR.

STR.

STR.

STR.

STR.

STR.

BNT.

STR.

STR.

BNT.

STR.

STR.

STR.

STR.

STR.

STR.

5’-2"

6’-3"

6’-0"

42’-4"

1’-6"

2’-10"

5’-7"

4’-10"

4’-10"

5’-1"

42’-4"

42’-4"

7’-6"

1’-7"

1’-7"

2’-8"

2’-8"

7’-2"

7’-2"

SE

E

NO

TE 3

1’-

3"

SE

E

NO

TE 3

1’-

0�

"

1’-6"

SEE NOTE 3

10" NOTES FOR DETAIL 1:

43-CS3 #5@12

1’-3" LEVEL

CS2 #5 X 6’-3"

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4MECHANICAL SPLICES REQUIRED.4.

MODIFY DIMENSIONS AS REQUIRED.

NEW CURB AND RAIL SHALL ALIGN WITH EXISTING,3.

2. N.S. = NEAR SIDE AND F.S. = FAR SIDE.

PRIOR TO CONSTRUCTION.

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS

(ALUMINUM ALLOY)

SEE ANCHOR BOLT SETTING DETAIL

PROVIDE NEW �" DIA. ANCHOR BOLTS

PRICE BID FOR PIPE RAILING.

INCLUDE ALL COSTS OF ANCHOR BOLTS AND NEW SHIMS IN THE

REQUIRED UNDER POSTS, ADDING NEW SHIMS AS NECESSARY.

STEEL, AASHTO M270, GRADE 50W. USE EXISTING SHIMS AS

ANCHOR BOLTS, HEX NUTS, AND WASHERS SHALL BE STRUCTURAL

DETERMINE COUNT TO MATCH THE PORTION OF RAILING REMOVED.

HEX NUTS TO ATTACH THE ALUMINUM RAILING. CONTRACTOR SHALL

PROVIDE 3/4" DIA X 9 3/4" LONG ANCHOR BOLTS, WASHERS, AND

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XXX

10/13

10/13

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BRIDGE REPAIR 38.41

AEJ

RAH

BEAM DETAILS

42’-6" BEAM LENGTH

.1

.2

.3

.4

.5

.6

.7

.8

.9

!

BR

G.

!

BR

G.

41’-0"

END VIEW

1’-0"

1’-4"

2’-

4"

11"3"

5"

4"

5"

PRESTRESSED CONCRETE BEAM NOTES

SCALE: �" = 1’-0"

PLAN - TYPE I INTERIOR BEAM FOR SPAN 3

SCALE: �" = 1’-0"

PLAN - TYPE I EXTERIOR BEAM FOR SPAN 3

SCALE: �" = 1’-0"

ELEVATION - TYPE I BEAM FOR SPAN 3

! BEAM

21’-3"21’-3"

9" 9"! BEARINGEND OF BEAM END OF BEAM! BEARING

END SECTION

! SECTION

BEAM SECTIONS

(12 - 0.6" DIA. STRANDS)

SCALE 1" = 1’-0"

3" 3"

@ 2"=10"

5 SPA.

A AB C C B

@ 2"=10"

5 SPA.3" 3"

2"

1’-

6"

4"

IN PAIRS

Z1 #5

IN PAIRS

Z1 #5

H1 #4H1 #4

2"

2"

4"

S2 #4

2-H1 #4

2" 6" 10" 8"8" 10" 2"6"

8-Z1 #5@3 IN PAIRS = 9"

IN PAIRS = 4’-6"

20-Z1 #5@6

IN PAIRS = 5’-4"

18-Z1 #5@8

IN PAIRS = 8’-0"

18-Z1 @5@12

8-Z1 #5@3 IN PAIRS = 9"

IN PAIRS = 4’-6"

20-Z1 #5@6

IN PAIRS = 5’-4"

18-Z1 #5@8

IN PAIRS = 8’-0"

18-Z1 @5@12

U1 #42-H1 #4

U2 #4 U1 #4

9"

9"

2’-

6"

(TYPE I P.C.B.)

SCALE: �" = 1’-0"

1’-

1"

(SEE BEAM SECTIONS)

12 - 0.6" DIA. STRANDS

2"

1"

1"

1"

1"

1’-

6"

2"

Z1 #5 X 4’-0"

3" 6" 6"

3"6"

" INSERTS4-32

9

9

U2 #4

S2 #4 (BOTTOM OF BEAM)

S1 #4 (TOP OF BEAM)


S1 #4 (TOP OF BEAM)


S1 #4 (TOP OF BEAM)

U1 #4 U2 #42-H1 #4

U2 #4 U1 #4


S1 #4 (TOP OF BEAM)

6"6"

2-U1 #4

5" 5"6"

3" 3"

2-U1 #4

SEE PLAN VIEWS

INSERTS OR HOLES

11�

"3-

U2 #4

8�

"

4�

"2"

4�

"

@4"=8"

2-U1 #4

CLR.

CLR.

S1 #4

CLR.

CLR.

.18"

.09"

.26"

.31"

.32"

.31"

.26"

.18"

.09"

9"

3"

4’-0"

U1

U2

U1 #4 X 8’-9"

U2 #4 X 8’-3"

1

1

10"

1’-2"

2�

"

3�

"

4"

7"

S1

S1

S1

S2

S2

S2

S2 #4 X 2’-11"

S1 #4 X 1’-11"

3"3"6"3"

SPAN 2 SPAN 4

3"3"3"

SPAN 2 SPAN 4

3-

U2 #4

@4

3-

U2 #4

@4

9-S1 #4@6

9-S2 #4@6

9-S1 #4@6

9-S2 #4@6DETAILS

FOR DETAILS, SEE SUPERSTRUCTURE

ANCHOR PLATE AND ANCHOR BAR (TYP.).

21’-3�" SEE NOTE 121’-2�" SEE NOTE 1

21’-3�" SEE NOTE 121’-2�" SEE NOTE 1

(TYP. BOTH ENDS)

ON NORTH SIDE

THREADS EXPOSED

" INSERTS4-32

DIAPHRAGM DOWEL (TYP.)

1" DIA. HOLE FOR

NOTE:

SKEW ANGLE.

TAKE INTO CONSIDERATION THE

SHOWN ON NORTH SIDE OF WEB AND

DOWEL LOCATION DIMENSIONS ARE

(1)(1)

A MINIMUM OF 3" AND A MAXIMUM OF 12".

THE 8" DIMENSION SHOWN MAY BE ADJUSTED TO BETWEEN

SEE NOTES ON SHEET 5. IF ADJUSTMENT IS REQUIRED,

(1) LENGTH OF BEAM MAY REQUIRE ADJUSTMENT.

FABRICATION OF BEAM.

DIAPHRAGM DOWEL AND INSERT LOCATIONS PRIOR TO

FIELD VERIFY LENGTH OF BEAM AND EXISTING

LFD OPERATING RATING - HS20

WITH ULTIMATE TENSILE STRENGTH OF 270 K.S.I.

USE STRAND HAVING A NOMINAL DIAMETER OF 0.6"

THE REQUIRED STRAND TYPE IS LOW-RELAXATION.

STRAND TYPE

PRESTRESS AND 6,000 P.S.I. AT 28 DAYS.

CONCRETE IS 4,500 P.S.I. AT TRANSFER OF

THE REQUIRED COMPRESSIVE STRENGTH OF THE

COMPRESSIVE STRENGTH

DEAD LOAD DEFLECTION DIAGRAM

NOTE:

THE BEAM WEIGHT.

CURB + CONCRETE RAIL. IT DOES NOT INCLUDE

DUE TO DECK SLAB + DIAPHRAGMS + CONCRETE

THE TENTH POINTS ARE THE INITIAL DEFLECTIONS

THE DEAD LOAD DEFLECTION SHOWN ABOVE AT

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SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

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IN-ER-002

IN-ER-002

19

10/13

10/13

10/13

BRIDGE REPAIR 38.41

RWS

! BEARING ! BEARING

EXISTING PARAPET AND DECK

AREA OF DECK REMOVAL

END DIAPHRAGM END DIAPHRAGM

INTERMEDIATE DIAPHRAGM TYPE I P.C. BEAMS

! PIER NO. 3! PIER NO. 2

SCALE: NONE

PLAN OF END DIAPHRAGMS AT PIERS

SCALE: �" = 1’-0"

FRAMING PLAN SPAN 3

DIAPHRAGM DETAILS

FRAMING PLAN AND

!

BE

AM

S

KSJ

KSJ

S1 #4

S1 #4

F2 #4

F1 #6F1 #6

F2 #4

F3 #4

F3 #4

SCALE: NONE

DETAIL 2 SCALE: NONE

DETAIL 3

DETAIL 1 SEE STD. LECS-4

SILCONE JOINT SEALER

�" DIA. BACKER ROD

DETAIL 1 SCALE: NONE

2-D1 #6 THRU BEAM

BEAM STIRRUPS

" DIA. THREADED ROD4-32

#4 TIE RODS

AT DIAPHRAGM.

TO BE CAST IN EXTERIOR GIRDERS

INSERT, WELD TO #4 TIE RODS.

@ 6" C/C, OR APPROVED EQUAL,

" MALLEABLE HEX NUTS 3" LONG4-32

DIAPHRAGMS

INTERIOR GIRDERS AT

6" C/C TO BE CAST IN

2-1" DIA. SLEEVES AT

BARS THRU BEAM

2-#6 SPLICED TO

ON ONE END 3"

THREADED

2-D2 #6

SCALE: NONE

TYPICAL SECTION,INTERMEDIATE AND END DIAPHRAGMS

10

10

�"

MI

N.

�"

�"

1�

" +/- �

"

3"

�"

5’-

8"

5’-

8"

5’-

8"

2’-

10"

2’-

10"

21’-3�"21’-2�"

5°0’0"

9" 9"

8"

42’-8" (SPAN 3)

1" 1"

3"

21’-2�" 21’-3�"

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DATEBY

SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

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19


IN-ER-002

IN-ER-002

19

11

11

10/13

10/13

10/13

BRIDGE REPAIR 38.41

LLWSCALE: N.T.S.

SOUTHBOUND ADVANCE SIGNING

RAISED MEDIANRAISED MEDIAN

DO

NO

TP

AS

S

RO

AD

WO

RK

1 M

ILE

SP

EE

DLIM

IT

65

(2)

TY

PE ’A’

LIG

HT

S

(2)

W20-1 (1

MIL

E)

(2)

TY

PE ’A’

LIG

HT

S

(2)

W3-5(6

5)

EXISTING SOUTHBOUND LANES

EXISTING NORTHBOUND LANES

(2)

R4-1F

(2)

CS-18

E

(2)

CS-17

E

(2)

CS-16

E

WZB

SOT

ARROW DISPLAY

DRUM

TRAFFIC FLOW

LEGEND

SIGN

WORK AREA

TYPE III BARRICADE

BARRIER

LONGITUDINAL

PORTABLE

ST

A.

190

+05

1,000’1,000’1,300’1,300’1,100’500’500’500’

(2)

R2-1F(6

5)

(2)

CS-14

F

(2)

CS-13

F

(2)

WIN

G

BA

RRIC

AD

ES

SP

EE

D

LIM

IT

65

DO

NO

TP

ASSRO

AD

WO

RK

1 MIL

E

SP

EE

DLIM

IT

65

(2)

TY

PE ’A’

LIG

HT

S

(2)

W20-1 (1

MIL

E)

(2)

TY

PE ’A’

LIG

HT

S

(2)

W3-5(6

5)

(2)

TY

PE ’A’

LIG

HT

S

(2)

W4-2(L)

(2)

CS-16

E

(2)

CS-17

E

(2)

CS-18

E

(2)

R4-1F

(2)

TY

PE ’A’

LIG

HT

S

(2)

W20-5

L (�

MIL

E)

SCALE: N.T.S.

NORTHBOUND ADVANCE SIGNING

SP

EE

D

LIM

IT

65

(2)

CS-13

F

(2)

CS-14

F

(2)

R2-1F(6

5)

ST

A.

145

+20

1,000’ 1,000’ 1,300’ 1,300’ 1,100’ 500’ 500’ 500’

12

MIL

E

LEFT L

ANE

CLO

SED

12

MIL

E

LE

FT L

AN

E

CL

OS

ED

12

MIL

E

RIG

HT L

AN

E

CL

OS

ED

RAISED MEDIAN

(2)

WIN

G

BA

RRIC

AD

ES

SIG

N-10

(1)

CO

NS

TR

UC

TIO

N

(2)

TY

PE ’A’

LIG

HT

S

(2)

W4-2(R)

SIG

N-11

(1)

CO

NS

TR

UC

TIO

N

(2)

TY

PE ’A’

LIG

HT

S

(2)

W20-5

R (�

MIL

E)

(2)

TY

PE ’A’

LIG

HT

S

(2)

W4-2(L)

SIG

N-10

(1)

CO

NS

TR

UC

TIO

N

(2)

TY

PE ’A’

LIG

HT

S

(2)

W20-5

L (�

MIL

E)

PHASE 1 SIGNING

LOCATION

PHASE 1

RAISED MEDIAN



PHASES 2,3 AND 4 SIGNING

PHASES 1-4

ADVANCE SIGNING

SUGGESTED TRAFFIC CONTROL

LOCATION

PHASES 2,3 AND 4

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OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

SAIC


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19


IN-ER-002

IN-ER-002

19

8’-0" 4’-0"

OUTSIDE SHOULDER

LEAVE IN PLACE

INLAY

MILL AND

12’-0" 15’-0"

RAISED MEDIAN

LANE LINE

EXISTING DASHED WHITE

LANE LINE

EXISTING SOLID YELLOW

KEEP

LEFT

SECTION A-A

PHASE 1

(EVERY OTHER DRUM)

R4-7A(L)

DRUMS @ 100’ C/C

TYPE S4 (PG 64-22 OK)

2" SUPERPAVE,

TACK COAT

12

12

10/13

10/13

10/13

BRIDGE REPAIR 38.41

LLW

SCALE: N.T.S.

SOUTHBOUND TRAFFIC CONTROL

PHASE 1

PHASE 1

OF EXISTING OUTSIDE SHOULDER.

STEP 2 - MILL AND INLAY INSIDE 4’-0"

ON INSIDE SOUTHBOUND LANE.

STEP 1 - PLACE ALL SOUTHBOUND TRAFFIC

PHASE 1


WZB

SOT

ARROW DISPLAY

DRUM

TRAFFIC FLOW

LEGEND

SIGN

WORK AREA

TYPE III BARRICADE

BARRIER

LONGITUDINAL

PORTABLE

EN

D

DR

UM

S

ST

A.

156

+20

ST

A.

157

+20

RAISED MEDIAN



EN

D

RO

AD W

OR

K(2)

G20-

2A

SP

EE

D

LIM

IT

75

(2)

R2-IF(75)

100’500’500’

DRUMS @ 20’ C/C

DOWNSTREAM TAPER

R4-7A(L) (EVERY OTHER DRUM)

DRUMS @ 100’ C/C

MA

TC

HLI

NE 168

+00

KEEP

LEFTWHITE LANE LINE

EXISTING DASHED

YELLOW EDGE LINE

EXISTING SOLID

4’ OF OUTSIDE SHOULDER

MILL AND INLAY INNER

AA

RAISED MEDIAN

WORK AREA

(LEHNHARD ROAD)

E 1460 ROAD

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SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

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19


IN-ER-002

IN-ER-002

19

MA

TC

HLI

NE 180

+00

MA

TC

HLI

NE 168

+00


DRUMS @ 100’ C/C

KEEP

LEFT


DRUMS @ 50’ C/C

KEEP

LEFT

WHITE LANE LINE

EXISTING DASHED

YELLOW EDGE LINE

EXISTING SOLID

4’ OF OUTSIDE SHOULDER

MILL AND INLAY INNER



(3) R11-2(LANE)

(6) TYPE ’A’ LIGHTS

(3) TYPE III BARRICADES

ST

A.

172

+75

RAISED MEDIAN RAISED MEDIAN

LANE

CLOSED

830’ TANGENTWORK AREA

13

13

10/13

10/13

10/13

BRIDGE REPAIR 38.41

LLW

PHASE 1

OF EXISTING OUTSIDE SHOULDER.

STEP 2 - MILL AND INLAY INSIDE 4’-0"

ON INSIDE SOUTHBOUND LANE.

STEP 1 - PLACE ALL SOUTHBOUND TRAFFIC

PHASE 1


WZB

SOT

ARROW DISPLAY

DRUM

TRAFFIC FLOW

LEGEND

SIGN

WORK AREA

TYPE III BARRICADE

BARRIER

LONGITUDINAL

PORTABLE

MA

TC

HLI

NE 180

+00

W1-8 (EVERY OTHER DRUM)

DRUMS @ 50’ C/C

900’ MERGING TAPER 830’ TANGENT

DRUMS @ 50’ C/C

300’ SHOULDER TAPER

(TYPE ’C’)

ARROW DISPLAY

(3) W1-6



ST

A.

190

+05

ST

A.

181

+05

PHASE 1

SCALE: N.T.S.

SOUTHBOUND TRAFFIC CONTROL


EXISTING SOUTHBOUND LANE


SIGNING

SOUTHBOUND ADVANCE

SEE SHEET 11 FOR

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SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

SAIC


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19


IN-ER-002

IN-ER-002

19

14

14

10/13

10/13

10/13

BRIDGE REPAIR 38.41

LW

LW

B/S

4’-0" 1’-0" 1’-0"2’-0"

NORTH BOUND LANE

12’-0"

4’-0"

SOUTH BOUND LANE

12’-0" 7’-6"7’-6"

8’-0"

PHASE 3 TYPICAL SECTION

NOTES:

TYPICAL SECTION THRU MEDIAN CROSSOVER

PHASE 2

STA. 170+25 - STA. 176+55

STA. 158+70 - STA. 165+00

EXISTING 12" SELECT MATERIALHERE (2)

PRIME TO

HERE (2)

PRIME TO

TYPE S3 (PG 64-22-OK)

3" SUPERPAVE,


4" SUPERPAVE,

SOIL CEMENT

EXISTING 4"

CONC. PAVEMENT

EXISTING 9" P.C.

! TURNPIKE

CONC. PAVEMENT

EXISTING 9" P.C.

SOIL CEMENT

EXISTING 4"

12’-0" (EXISTING SHOULDER)24’-0" (EXISTING NORTHBOUND LANES)15’-0"24’-0" (EXISTING SOUTHBOUND LANES)12’-0" (EXISTING SHOULDER)

(PHASE 3) REPAIR BRIDGE

SB EXIST. PAVEMENT NB EXIST. PAVEMENT

LIMITS OF 8" SUBGRADE METHOD "B"

! TURNPIKE

TACK COAT

REACTION.

SUBGRADE HAS OCCURRED TO RETAIN MOISTURE FOR PROPER CHEMICAL

2. PRIME COAT IS TO BE APPLIED IMMEDIATELY AFTER STABILIZED

PERMANENTLY REMOVED FROM THE MEDIAN AND CROSSOVERS.

CONSTRUCTED/INSTALLED UNTIL TRAFFIC HAS BEEN

SHALL NOT BERUMBLE STRIP AT THESE LOCATIONS1.

7’-6"7’-6"

15’-0" MEDIAN


2" SUPERPAVE,

SLOPE

EXISTING

MATCH

SLOPE

EXISTING

MATCH

BARRIER


BARRIER


RAISED MEDIAN

EXCAVATION

(PHASE 1)

MILL + INLAY

PHASES 2 AND 3

TYPICAL SECTIONS


RUMBLE STRIP (1)

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DATEBY

SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

SAIC


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19


IN-ER-002

IN-ER-002

19

15

15

10/13

10/13

10/13

BRIDGE REPAIR 38.41

LLW

WZB

SOT

ARROW DISPLAY

DRUM

TRAFFIC FLOW

LEGEND

SIGN

WORK AREA

TYPE III BARRICADE

BARRIER

LONGITUDINAL

PORTABLE

MA

TC

HLI

NE 159

+00

MA

TC

HLI

NE 171

+00

MA

TC

HLI

NE 159

+00

RAISED MEDIAN


RAISED MEDIAN

EDGE LINE

4" SOLID YELLOW

NORTHBOUND LANE

EN

D

RO

AD W

OR

K(2)

G20-

2A

SP

EE

D

LIM

IT

75

(2)

R2-IF(75)

100’600’500’

EN

D

DR

UM

S

ST

A.

157

+20

DRUMS @ 20’ C/C

DOWNSTREAM TAPER

ST

A.

158

+20


DRUMS @ 50’ C/C

SHOULDER TAPER

300’


DRUMS @ 50’ C/C

900’ MERGING TAPER

ST

A.

145

+20

(TYPE ’C’)

ARROW DISPLAY

(3) W1-6



KEEP

RIGHT

R4-7A(R) (EVERY OTHER DRUM)

DRUMS @ 50’ C/C

450’ TANGENT

ST

A.

158

+70

ST

A.

154

+20

(2) R11-2(LANE)



EDGE LINE

4" SOLID YELLOW

WORK AREA


DRUMS @ 100’ C/C

KEEP

RIGHT


DRUMS @ 100’ C/C

KEEP

RIGHT

WORK AREA

ST

A.

170

+25

ST

A.

165

+00

PHASE 2

STEP 2 - CONSTRUCT MEDIAN CROSSOVER PAVING.

LANE.

TRAFFIC ON THEIR RESPECTIVE OUTSIDE

STEP 1 - PLACE ALL NORTHBOUND AND SOUTHBOUND

PHASE 4

CONSTRUCT RAISED MEDIAN.

STEP 2 - REMOVE MEDIAN CROSSOVER PAVING AND

LANE.


STEP 1 - PLACE ALL NORTHBOUND AND SOUTHBOUNDPHASES 2 AND 4


SCALE: N.T.S.

TRAFFIC CONTROL


DRUMS @ 100’ C/C

KEEP

RIGHT


DRUMS @ 100’ C/CKEEP

RIGHT

525’ TANGENT

WORK AREA

LANE

CLOSED

WORK AREA

525’ TANGENT

(LEHNHARD ROAD)

E 1460 ROADEDGE LINE

4" SOLID YELLOW

SIGNING

NORTHBOUND ADVANCE

SEE SHEET 11 FOR

WORK AREA

WORK AREA

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DATEBY

SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

SAIC


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19


IN-ER-002

IN-ER-002

19

16

16

10/13

10/13

10/13

BRIDGE REPAIR 38.41

LLW

ARROW DISPLAY

DRUM

TRAFFIC FLOW

LEGEND

SIGN

WORK AREA

TYPE III BARRICADE

BARRIER

LONGITUDINAL

PORTABLE

MA

TC

HLI

NE 171

+00

MA

TC

HLI

NE 180

+00

MA

TC

HLI

NE 180

+00

DRUMS @ 20’ C/C

DOWNSTREAM TAPER

100’630’ WORK AREA


DRUMS @ 100’ C/C

KEEP

RIGHT

KEEP

RIGHT


DRUMS @ 100’ C/C


DRUMS @ 50’ C/C

450’ TANGENT

KEEP

RIGHT

450’ TANGENT

ST

A.

176

+55

(2)

R2-1F(7

5)

SP

EE

D

LIM

IT

75E

ND

RO

AD W

OR

K

(2)

G20-

2A

ST

A.

176

+55

EN

D

DR

UM

S

ST

A.

177

+55

DRUMS @ 50’ C/C



DRUMS @ 50’ C/C


(2) R11-2(LANE)



EDGE LINE

4" SOLID YELLOW

EDGE LINE

4" SOLID YELLOW

(3) W1-6



(TYPE ’C’)

ARROW DISPLAY

RAISED MEDIAN


SOUTHBOUND LANE


PHASE 2

STEP 2 - CONSTRUCT MEDIAN CROSSOVER PAVING.

LANE.



WZB

SOT

PHASE 4

CONSTRUCT RAISED MEDIAN.

STEP 2 - REMOVE MEDIAN CROSSOVER PAVING AND

LANE.



SCALE: N.T.S.

TRAFFIC CONTROL

PHASES 2 AND 4


RAISED MEDIAN

SOUTHBOUND LANE

NORTHBOUND LANE

SOUTHBOUND LANE


SIGNING

SOUTHBOUND ADVANCE

SEE SHEET 11 FOR

LANE

CLOSED

ST

A.

190

+05

500’

500’500’

WORK AREA

ST

A.

181

+05

sgrewell


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VERTICAL

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PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

SAIC


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19


IN-ER-002

IN-ER-002

19




SOUTHBOUND LANE

NORTHBOUND LANE

E 1460

RD (LE

HN

HA

RD

RO

AD)


17

17

10/13

10/13

10/13

BRIDGE REPAIR 38.41

LLW

MA

TC

HLI

NE 156

+00

MA

TC

HLI

NE 156

+00

500’

DRUMS @ 50’ C/C



630’ OPENING IN MEDIAN FOR CROSSOVER

LENGTH OF CROSSOVER 630 L.F.

OF CURVE PLUS 100’

GLARE SCREEN TO MIDPOINT

PHASE 3


SCALE: N.T.S.

SOUTH CROSSOVER

PHASE 3


DRUMS @ 50’ C/C

PAVEMENT MARKINGS

REMOVE ANY CONFLICTING

(TYPE ’C’)

ARROW DISPLAY 4" SOLID YELLOW EDGE LINE

(2)

R2-1F(7

5)

SP

EE

D

LIM

IT

75 EN

D

RO

AD W

OR

K

65

ST

A.

154

+20

ST

A.

157

+20

LANE

CLOSED

PAVEMENT MARKINGS


(3) W1-6



LONGITUDINAL BARRIER

225 L.F. PORTABLE

DO NOT

ENTERROAD

CLOSED(2) R5-1

(3) R11-2



ST

A.

165

+00


DRUMS @ 50’ C/C

ST

A.

158

+70

ST

A.

158

+70

WZB

SOT

ARROW DISPLAY

DRUM

TRAFFIC FLOW

LEGEND

SIGN

WORK AREA

TYPE III BARRICADE

BARRIER

LONGITUDINAL

PORTABLE

PHASE 3

REPAIR BRIDGE OVER NORTHBOUND LANES.

(2)

G20-2

A

(3) W1-6



SIGNING

NORTHBOUND ADVANCE

SEE SHEET 11 FOR


DRUMS @ 50’ C/C

4" SOLID YELLOW EDGE LINE

4" SOLID WHITE EDGE LINE ATTENUATOR (19 MODULES)

SAND FILLED

525’ PORTABLE LONGITUDINAL BARRIER

4" SOLID WHITE EDGE LINE

450’

600’

600’

ST

A. 145

+20

DRUMS @ 20’ C/C

DOWNSTREAM TAPER

150’

KEEP

RIGHT

1,787.5’ L.F. PORTABLE LONGITUDINAL BARRIER

450’ TANGENT

(2) R11-2(LANE)



(1)

TY

PE ’A’

LI

GH

T

(1)

W1-4(L)

(1)

W13-1

PE(6

5)

(2) R11-2 (LANE)



LANE

CLOSED

sgrewell


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REVISIONNO.

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HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

SAIC


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19


IN-ER-002

IN-ER-002

19



RAISED MEDIAN

SOUTHBOUND LANE

NORTHBOUND LANE

E 1460

RD (LE

HN

HA

RD

RO

AD)

RAISED MEDIAN RAISED MEDIANRAISED MEDIAN

18

18

10/13

10/13

10/13

BRIDGE REPAIR 38.41

LLW

MA

TC

HLI

NE 180

+00

MA

TC

HLI

NE 180

+00

PHASE 3


WZB

SOT

(TYPE ’C’)

ARROW DISPLAYPAVEMENT MARKINGS


(3) W1-6



65

EN

D

RO

AD W

OR

K

(2)

R2-1F(7

5)

LANE

CLOSED

PAVEMENT MARKINGS


DO NOT

ENTERROAD

CLOSED(2) R5-1

(3) R11-2



SCALE: N.T.S.

NORTH CROSSOVER

(2)

G20-2

A

500’

4" SOLID YELLOW EDGE LINE


TANGENT

100’

SHIFTING TAPER

150’

ST

A.

181

+05

ST

A.

172

+75

ST

A.

171

+25

ST

A.

170

+25


DRUMS @ 50’ C/C


DRUMS @ 50’ C/C

EDGE LINE

4" SOLID YELLOW

DRUMS @ 50’ C/CDRUMS @ 50’ C/C

PHASE 3

ARROW DISPLAY

DRUM

TRAFFIC FLOW

LEGEND

SIGN

WORK AREA

TYPE III BARRICADE

BARRIER

LONGITUDINAL

PORTABLE

SIGNING

NORTHBOUND ADVANCE

SEE SHEET 13 FOR

(3) R11-2(LANE)


(3) TYPE II BARRICADES


DRUMS @ 50’ C/C

LENGTH OF CROSSOVER 630 L.F.


ATTENUATOR (19 MODULES)

SAND FILLED

PHASE 3


OF CURVE PLUS 100’

GLARE SCREEN FROM MIDPOINT

500’

EDGE LINE

4" SOLID YELLOW

630’ OPENING IN MEDIAN FOR CROSSOVER

525’ PORTABLE LONGITUDINAL BARRIER

1787.5 L.F. PORTABLE LONGITUDINAL BARRIER

KEEP

RIGHT

DRUMS @ 20’ C/C

DOWNSTREAM TAPER

KEEP

LEFT

ST

A. 190

+05

SP

EE

D

LIM

IT

75

ST

A. 176

+55

100’

830’ TANGENT

500’

900’ MERGING TAPER830’ TANGENT

(1)

TY

PE ’A’

LI

GH

T

(1)

W1-4(R)

(1)

W13-1

PE(6

5)

sgrewell


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DATEBY

SECTION

OF SHEET

REVISIONNO.

PROFILE SCALE

HORIZONTAL

VERTICAL

DRAWN

DESIGNED

PLAN SCALE

CHECKED DATE

CONTRACT NO.



October 2013

SAIC


ï»¿(918) 492-1600 â�� saic.com/E



19


IN-ER-002

IN-ER-002

19

19

19

10/13

10/13

10/13

BRIDGE REPAIR 38.41

200’

YIE

LD

YIE

LD

AH

EA

D

RO

AD

ON

E

LA

NE

EN

D

RO

AD W

OR

K

200’

EN

D

RO

AD W

OR

K

AH

EA

D

RO

AD

ON

E

LA

NE

(LEHNHARD ROAD)

E 1460 ROAD

TO

ONC

OMIN

G

TR

AFFIC

BRIDGE 200’

LLW

RWS

SOT


(1) TYPE III BARRICADE

(1)

G20-2

A


(1) TYPE III BARRICADE

(1)

TY

PE

A

LI

GH

T

(1)

W20-4

(1)

TY

PE

A

LI

GH

T

(1)

W20-4

(1)

TY

PE

A

LI

GH

T

(1)

W3-2

(1)

G20-2

A

PHASE 3


200’ 200’ 15’ 50’ 30’ 50’30’

INDIAN NATIONS TURNPIKE

@ 10’ C/C

DRUMS

@ 10’ C/C

DRUMS

@ 10’ C/C

DRUMS

@ 10’ C/C

DRUMS

LAY DOWN AREALAY DOWN AREA

BRIDGE REPAIR AREA

PHASE 3 - LEHNHARD ROAD


(1)

R1-2

(1)

R1-2a

P

ARROW DISPLAY

DRUM

TRAFFIC FLOW

LEGEND

SIGN

WORK AREA

TYPE III BARRICADE

BARRIER

LONGITUDINAL

PORTABLE

LONGITUDINAL BARRIER

225’ PORTABLE

sgrewell


PART A PAY QUANTITIES - ROADWAY IN-ER-002_INDIAN_NATION_BRIDGE_38 41_1… · solid slab sodding...

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Transcript of PART A PAY QUANTITIES - ROADWAY IN-ER-002_INDIAN_NATION_BRIDGE_38 41_1… · solid slab sodding...