RTA_Plot_Set_20190215.pdf

Tulsa District

US Army Corps of Engineers

FY: 2019

EUFAULA LAKE, OKLAHOMA

ARKANSAS RIVER WATERSHED

SPILLWAY BRIDGE

EUFAULA REPLACE

W912BV19R0002SOLICITATION NO.

15 FEBRUARY 2019

CITY

ARKANSAS35

70 70

NTS

N

AMARILLO

ENID

ELK CITY

LAWTON

ADA

TULSA

EDMOND

HUGO

ARDMORE

McALESTER

HENRYETTA

MUSKOGEE

TOPEKA

EMPORIA

ELDORADO

WICHITA

SALINA

CITY

DODGE

HUTCHINSONCITY

GARDEN

CITY

KANSAS

CITY

OKLAHOMA

TEXAS

LOUISIANA

ARKANSAS

MISSOURICOLORADO

NEBRASKA

NEW MEXICO

OKLAHOMA

BEND

GREAT

LUBBOCK

FALLS

WICHITA

ABILENE

FT WORTH

DALLAS

AUSTIN

SAN ANTONIO

HOUSTON

E u fa u la S p il lw a y G

.d g n

A .B

C A

R T

W R

IG

H T

G-002

NN

VICINITY MAP

NTS

LAKE MAP

NTS

PROJECT SITE MAP

NTS

J

R O

B E

R T S P .E

A

B L

A N

K E

N S

H

IP

P .E

LOCATION

PROJECT

PROJECT LOCATION

EUFAULA LAKE BRIDGE

PROJECT SITE

ACCESS TO POWERHOUSE

NO CONTRACTOR

(NON-SECURABLE)

STAGING AREA 2

CONSTRUCTION WORK LIMITS (CWL)

POWERLINE

OVERHEAD

N

NTS

CONSTRUCTION WORK LIMITS ENLARGED SITE PLAN

M O

N O

L

IT

H

N O

N -O

V E

R F

L O

W

B E

G

IN

N

IN

G

F

M

N O

L

IT

H

N O

N -O

V E

R F

L

N

D

N O

L

IT

H

O V

E R

F L

O W

B E

G

IN

N

IN

G O

F

M O

N O

L

IT

H

O V

E R

F L

O W

B E

G

IN

N

IN

G O

F

M O

N O

L

IT

H

N O

N -O

V E

R F

L

D

N O

L

IT

H

O V

E R

F L

D

AND SILICA FUME OVERLAY.

NOTE: REFERENCE CIVIL SHEETS FOR LIMITS OF ASPHALT PAVEMENT

E N

L A

R G

E D S

IT

E P

L A

N

C O

N S

T R

U C

T

IO

N W

O R

K L

IM

IT

S

V

IC

IN

IT

Y M

A P L

A K

E M

A P P

R O J E

C T M

A P

WITHIN STAGING AREA 2 LIMITS

MOCK UP TO BE CONSTRUCTED

(GATED)

STAGING AREA 1

WORK LIMITS (CWL)

CONSTRUCTION

MOWING, PARK CLEANING, ETC.

1. CONTRACTOR SHALL COORDINATE WITH SERVICE CONTRACTORS FOR NECESSARY ACCESS TO THE SITES FOR

NOTE:

SHEET ID

T U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

W

B V

R

F

IL

E N

A M

E

F

E B

R U

A R

Y

A .B

C A

R T

W R

IG

H T

E u fa u la S p il lw a y G

.d g n

G-003

ABBREVIATIONS

SECTION

DETAILDETAIL

VIEW

S203

X

S103

X

S110

X,X

SECTIONS

MULTIPLE

X,X

VIEWS

MULTIPLE

NUMBER

SECTION

IS TAKEN FROM

SHEET SECTION

IS SHOWN

SHEET SECTION

NUMBERS

SECTION

IS SHOWN

SHEET SECTIONIS TAKEN FROM

SHEET SECTION

IS SHOWN

SHEET VIEW

VIEW NUMBER

IS TAKEN FROM

SHEET VIEW

VIEW NUMBERS

IS SHOWN

SHEET VIEWIS TAKEN FROM

SHEET VIEW

NUMBER

DETAIL

IS ON

SHEET DETAIL

SYMBOLS

J

R O

B E

R T S P .E

A

B L

A N

K E

N S

H

IP

P .E

SHEET REFERENCE NUMBER

DETAIL NUMBER

RE: X / X-XXX

S

Y M

B O

L S

A B

B R

E V

IA

T

IO

S

RADIUS OF CURVERC

REFERRE

RADIUSR

PAVEMENTPVMT

POWER UNDER GROUNDPUG

POINT OF TANGENCY; POINTPT

POUNDS PER SQUARE INCHPSI

POWER POLEPP

PLACESPLCS

PLATEPL

POINT OF INTERSECTIONPI

PERMANENTPERM

OREGON DEPARTMENT OF TRANSPORTATIONORDOT

OUTSIDE LAYERO.L.

OVERHEADOH

OKLAHOMA DEPARTMENT OF TRANSPORTATIONOKDOT

OUTSIDE DIAMETERO.D.

ON CENTERO.C.

NORTHWESTNW

NOT TO SCALEN.T.S.,NTS

NOT IN CONTRACTN.I.C.

NEAR FACEN.F.

NORTH AMERICAN DATUMNAD

NORTHN

MONOLITHMONO.

MIDDLE LAYERM.L.

MINIMUMMIN

MANHOLEMH

MANUFACTURERMFG

MAXIMUMMAX

LEFTLT

LONGITUDINALLONG

LIFT JOINTLJ

LENGTH OF CURVELC

POUND(S)LB

KANSAS DEPARTMENT OF TRANSPORTATIONKDOT

JOINTJT

INCLINED INCL

INCHIN, "

INSIDE LAYERI.L.

INSIDE FACEI.F.

INSIDE DIAMETERI.D.

HIGHWAYHWY

HIGH STRENGTH H.S.

HEADWALLHDWL

HEAVY DUTYHD

HORIZONTALH, HORZ

GUY WIREGUY

GRADEGR

GAS METERGM

GALVANIZEDGALV

GAUGEGA

GASG

FEET, FOOTFT, '

FIBERGLASS REINFORCED PLASTICFRP

FLOW LINEFL

FEDERAL HIGHWAY ADMINISTRATIONFHWA

FIRE HYDRANTFH

FAR FACEF.F.

FRACTURE CRITICAL MEMBER FCM

EXPANSIONEXP

EXISTINGEXIST

EACH WAYE.W.

EQUAL SPACINGE.S.

EQUAL EQ

ELECTRICALELEC

ELECTRICAL BOXELBX

EACH LAYERE.L.

ELEVATIONEL, ELEV.

EACH FACEE.F.

EACHEA

EASTE

DOWELDWL

DRAWINGDWG

DITCH RIGHTDTRT

DITCH LEFTDTLT

DOWNSTREAMDS

DRIVEDR

DEPARTMENT OF TRANSPORTATIONDOT

DIAGONALDIAG

DIAMETERDIA, ø

DEMOLITIONDEMO

CENTERSCTRS

CONTRACTION JOINTCONTR. JT.

CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

CORRUGATED METAL PIPECMP

CLEARCLR

CHAIN LINK FENCEC.L.

CENTER LINECL

CONSTRUCTION JOINTC.J.

CAST IN PLACECIP

CHANNELCHNL

CHAMFERCHAMF

CENTER OF GRAVITY CG

CURVE DELTACD

CIRCLE CENTERCC

CENTER TO CENTERC.C.

BOTTOMBTM,BOTT

BOTTOM LAYERB.L.

BOTTOM FACEB.F.

APPROXIMATELYAPPROX.

ASPHALTIC CONCRETEA.C.

HIGHWAY AND TRANSPORTATION OFFICIALS

AMERICAN ASSOCIATION OF STATEAASHTO

CROSSINGXING

WATER METERWM

WATER LINEWL

WITHOUTW/O

WITHW/

WATER; WESTW

VERTICAL POINT OF TANGENCYVPT

VERTICAL POINT OF INTERSECTIONVPI

VERTICAL POINT OF CURVATUREVPC

VERTICAL CURVEVC

VERTICALV, VERT

UPSTREAMUS

UNLESS NOTED OTHERWISEU.N.O.

UNKNOWNUNK

ULTRA-HIGH PERFORMANCE CONCRETE UHPC

UNDER GROUNDUG

TEXAS DEPARTMENT OF TRANSPORTATIONTXDOT

TYPICALTYP

TELEVISION BOXTVBX

TELEPHONE UNDER GROUNDTUG

TOP OF RIMTR

TOP LAYERT.L.

TOP FACET.F.

TEMPORARYTEMP

TELEPHONE BOXTELBX

TELEPHONETEL

STEELSTL

STIRRUPSTIR

STANDARDSTD

STAGGER SPLICESTAG. SPL.

STATIONSTA

STREETST

STAINLESS STEELSSTL

SANITARY SEWER MANHOLESSMH

SANITARY SEWER CLEAN OUTSSCO

SANITARY SEWER, STAINLESS STEELSS

SPACING, SPACESSPA

SLOPESL

SIGNALSIG

SHEETSHT

SCHEDULE SCH

SOUTHS

RIGHTRT

RAILROADRR

RIGHT-OF-WAYROW, RW

REQUIREDREQ'D

RETAININGRET

REINFORCED, REINFORCEMENTREINF

REINFORCED CONCRETE PIPERCP

REFER TO CIVIL SHEETS FOR LEGEND AND ABBREVIATIONS.

STRUCTURAL SYMBOLS AND LEGEND DO NOT APPLY TO SHEETS WITH DESIGNATION "C".

NOTE:

SHEET ID

T U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

W

B V

R

F

IL

E N

A M

E

F

E B

R U

A R

Y

G-004 u fa u la S p il lw a y

V

G .d g n

J

R O

B E

R T S P .E

D

M O

R A

L E

S P .E

A

R O

O Z

B E

H

1.5SEISMIC IMPORTANCE FACTOR, Ip:

1.0AMPLIFICATION FACTOR, ap:

1.5RESPONSE MODIFICATION COEFFICIENT, Rp:

0.172gSEISMIC DESIGN SHORT PERIOD, Sds:

1.20VELOCITY PRESSURE FACTOR, Kz:

1.26TOPOGRAPHIC FACTOR, Kzt:

0.85DIRECHIONALITY FACTOR, Kd:

DEXPOSED CATEGORY:

125 MPHULTIMATE WIND SPEED:

40 PSFSUPERIMPOSED DEAD LOAD:

4100 LBBULL GEAR LOAD:

100 PSFLIVE LOAD:

IVRISK CATEGORY

STRUCTURAL NOTES (CONT'D)

TORQUE SHAFT NOTES

STRUCTURAL NOTES

PRECAST FULL DEPTH BRIDGE DECK PANELS

CONCRETE

CONCRETE REHABILITATION

CONCRETE REINFORCEMENT

PLACED IN CAST-IN-PLACE CONCRETE WITHOUT PRIOR REVIEW BY THE CONTRACTING OFFICER.

BARS CAN ONLY BE BENT ONE TIME. THERE SHALL BE NO CUTTING OF REINFORCING BARS TO BE 3.

NOTES AND PROJECT SPECIFICATIONS.

REINFORCEMENT STEEL USED SHALL BE AS DESCRIBED IN "MATERIALS" SECTION OF STRUCTURAL 2.

AND BENDS SHALL BE IN ACCORDANCE WITH ACI / AASHTO STANDARDS.

STAGGER SPLICES IN ALTERNATE REINFORCING BARS AT LEAST 24 INCHES, U.N.O. ALL HOOKS 1.

DESIGN CODES / MANUALS

DESIGN LOADINGS:

ODOT OVERLOAD VEHICLES

HL-93 LOAD

LRFR RATING:

G E

N E

R A

L N

O T

E S

CONCRETE

STRUCTURAL STEEL

STANDARDS FOR THE WELDING OF GALVANIZED STEEL SHALL FOLLOW ANSI Z49.1.

ANY GALVANIZED STEEL WELDING OCCURRING IN THE FIELD SHALL FOLLOW AWS WZC-D19.0. SAFETY 6.

APPROVED BY THE COR BEFORE REPAIR WORK CAN BEGIN.

SHALL BE REPAIRED BY REPAIR METHOD A2 AS DEFINED IN ASTM A780. AREAS FOR REPAIR WILL BE

GRATING SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM A123. ALL GALVANIZATION THAT IS DAMAGED 5.

BAR GRATING SHALL CONFORM TO NAAMM MBG 531. 4.

OTHERWISE.

ALL BOLTS, NUTS AND WASHERS SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM F2329 UNLESS NOTED

ALL PLATES AND STRUCTURAL STEEL SHAPES SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM A123. 3.

OTHERWISE.

ALL MEMBERS SHALL CONFORM TO ASTM A709 GR. 50, A992 GR. 50 OR A572 GR. 50, UNLESS NOTED 2.

ALL WELDING SHALL CONFORM TO AWS D1.5.1.

DESIGN LOADING CRITERIA

DESIGN CODES / MANUALS

INTERNATIONAL BUILDING CODE.IBC 2015

SAFETY AND HEALTH REQUIREMENTS.EM 385-1-1

DESIGN OF HYDRAULIC STEEL STRUCTURES.EM 1110-2-2105

STRENGTH DESIGN FOR REINFORCED-CONCRETE HYDRAULIC STRUCTURES.EM 1110-2-2104

EVALUATION AND REPAIR OF CONCRETE STRUCTURE.EM 1110-2-2002

STANDARD PRACTICE FOR CONCRETE FOR CIVIL WORKS STRUCTURES.EM 1110-2-2000

BRIDGE WELDING CODE.AWS D1.5

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.ASCE 7-10

STEEL CONSTRUCTION MANUAL, 14TH ED.AISC

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. ACI 318-14

KANSAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 2015KDOT

OREGON DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 2015ORDOT

OKDOT OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 2009

AND BRIDGES, 2014

TXDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, TXDOT BRIDGE DESIGN MANUAL - LRFD, 2015.

PCI STATE-OF-THE-ART REPORT ON FULL-DEPTH PRECAST CONCRETE BRIDGE DECK PANELS, 2011

BRIDGE DESIGN MANUAL, 3RD ED. 2014PCI

OR CONSTRUCTION, 2ND ED. 2011.

PCI FULL DEPTH DECK PANELS GUIDELINES, FOR ACCELERATED BRIDGE DECK REPLACEMENT

FHWA TECHNOTE-DESIGN AND CONSTRUCTION OF FIELD-CAST UHPC CONNECTIONS, 2014

FHWA TECHBRIEF-FIELD-CAST UHPC CONNECTIONS FOR MODULAR BRIDGE DECK ELEMENTS, 2010

BRIDGE WELDING CODE, 2015AWS D1.5

STEEL CONSTRUCTION MANUAL, 14TH ED. 2011AISC

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014.

LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH ED. 2014AASHTO

CATWALK NOTES

BREAKOUT OF DOT WORK WITH FEATURES OF WORK U.N.O

ALL SIDEWALK FINISHES SHALL BE BROOM SURFACE FINISH.5.

THE PRESENCE OF THE COR AND MARKED ON THE STRUCTURES.

REINFORCING STEEL IN THE IMMEDIATE VICINITY SHALL BE VERIFIED BY THE CONTRACTOR IN

BEFORE DRILLING OF EPOXY ANCHORS IS TO OCCUR, THE SIZE AND LOCATION OF ALL EXISTING 4.

WITH ASTM C 1064.

THE CONCRETE TEMPERATURE SHALL NOT EXCEED 90°F WHEN MEASURED IN ACCORDANCE 3.

ALL CONCRETE REINFORCEMENT SHALL HAVE 2" MINIMUM CLEAR COVER U.N.O.2.

ON ALL OTHER CONCRETE SHALL BE CHAMFERED 3/4" U.N.O.

WALLS, AND CORBELS SHALL BE CHAMFERED 1/2" U.N.O. ALL EXPOSED CORNERS AND EDGES

ALL EXPOSED CORNERS AND EDGES ON THE CAST-IN-PLACE PEDESTALS, SPILLWAY PIER 1.

TORQUE SHAFT SHALL BE SUPPORTED AS DEFINED IN M-102 PRIOR TO REMOVAL OF EXISITING CATWALK. 2.

1. OPERATION OF TAINTER GATES SHALL NOT BE IMPEDED EXCEPT AS ALLOWED BY PROJECT SPECIFICATIONS.

ALL OTHER WORKUSACE:

ASPHALT, PAVEMENT STRIPING, NON-UHPC CAST IN PLACE CONCRETE, OTHER WORKOKDOT:

GUARDRAILSORDOT:

PRECAST CONCRETE GIRDERS, DECK PANELSTXDOT:

SILICA FUME OVERLAYKDOT:

SECONDARY DECK PANEL OPERATING RATING = 1.59

SECONDARY DECK PANEL INVENTORY RATING = 1.21

PRIMARY DECK PANEL OPERATING RATING = 1.48

PRIMARY DECK PANEL INVENTORY RATING = 1.14

GIRDER OPERATING RATING = 1.74

GIRDER INVENTORY RATING = 1.35

THE GROUT REMAINS FLUID.

THE HOLE WHILE ONCE THE GROUT HAS FILLED THE ENTIRE DRILLED HOLE, CLEAN EXCESS GROUT AROUND 7.

PRESSURE OF AT LEAST 90 PSI. ANCHOR HOLES SHALL BE PLUGGED UNTIL TIME FOR ANCHOR INSTALLATION.

AFTER COMPLETION OF CORING, THE ANCHOR HOLE SHALL BE CLEANED WITH COMPRESSED AIR WITH AN AIR 6.

PNEUMATICALLY OR HYDRAULICALLY DRIVEN.

SHALL BE ALL ANCHOR HOLES SHALL BE DRILLED WITH ROTARY DIAMOND-STUDDED BITS. THE DRILL 5.

CONCRETE SURFACE MUST BE DRY BEFORE APPLICATION OF EPOXY RESIN SEALER.4.

EPOXY SEALANT MUST BE PLACED WHEN AIR AND SURFACE TEMPERATURES ARE ABOVE 50 DEG. F.3.

EXPOSED CONCRETE SURFACES SHALL BE PREPARED IN ACCORDANCE WITH SPECIFICATION 03 01 00.

SURFACES TO RECIEVE EPOXY SEALANT SHALL BE ABRASIVELY PREPARED USING SAND OR WATER BLASTING. 2.

HAND HELD BREAKERS.

ARE NOT ALLOWED. SMALLER CONCRETE FRAGMENTS IN AND AROUND CORNERS SHALL BE REMOVED USING

ALL CONCRETE TO BE REMOVED FROM SPILLWAY PIER SHALL FIRST BE DONE SO BY SAW CUTTING, OVERCUTS 1.

ROUGHENED TO 1/4'' FOR GOOD BONDING BETWEEN NEW AND EXISTING CONCRETE.

PIER SURFACES FOR BOTH THE UPSTREAM AND DOWNSTREAM PEDESTALS SHALL BE

JACK-HAMMER TO ALLOW FOR THE PROPER PLACEMENT OF THE PEDESTALS. THE EXISTING

BASE. THE REMAINING CONCRETE SHALL BE REMOVED TO THE BASE WITH A LIGHT

DUE TO MACHINE CLEARANCES, DOWNSTREAM PEDESTALS SHALL BE SAW-CUT ABOVE THE 4.

SHALL BE PREPARED IN ACCORDANCE WITH SPECIFICATION 03 01 00.

ABRASIVELY PREPARED USING SAND OR WATER BLASTING. EXPOSED CONCRETE SURFACES

CONTAINING AT LEAST 90% ZINC. SURFACES TO RECIEVE EPOXY SEALANT SHALL BE

REMOVE ALL RUST AND DEBRIS WITH EXPOSED ENDS COATED WITH A ZINC RICH PAINT

EXPOSED REINFORCING STEEL SHALL BE THOROUGHLY CLEANED AND BLASTED TO 3.

CORNERS SHALL BE REMOVED USING HAND HELD BREAKERS.

CUTTING. OVERCUTS ARE NOT ALLOWED. SMALLER CONCRETE FRAGMENTS IN AND AROUND

ALL CONCRETE TO BE REMOVED FROM THE SPILLWAY PIER SHALL FIRST BE DONE SO BY SAW 2.

TESTED.

BUT, SOME CONCRETE AND REINFORCING STEEL MAY BE ABOVE OR BELOW THE RANGES

OF THE CONCRETE AND REINFORCING STEEL TO BE WITHIN THESE RANGES LISTED ABOVE;

STRENGTH SAMPLES RANGE FORM 71 KSI TO 84 KSI. IT CAN BE EXPECTED TO FOR MAJORITY

CONCRETE RANGED FROM 3550 PSI TO 8830 PSI. REINFORCING STEEL HAD TENSILE

OF THE EXISTING CONCRETE AND REINFORCING STEEL. COMPRESSIVE STRENGTH OF

EXISTING CONCRETE HAS HAD CORE SAMPLES TAKEN TO DETERMINE MATERIAL PROPERTIES 1.

STRUCTURAL STEEL

MATERIALS

ASTM A709 GR50

GIRDER EMBEDDED SOLE AND ANCHOR PLATES

ASTM F1554 GR105

GIRDER BEARING DOWEL PINS

MIN TENSILE STRENGTH = 60,000 PSI

MIN YIELD STRENGTH = 50,000 PSI

AASHTO M169 / ASTM A108 GRADE 1015, 1018, 1020

SHEAR CONNECTOR STUDS

TENSION TO 0.75fpu fpy= 243 KSI fpu= 270 KSI

0.6" ø LOW RELAXATION GR. 270 AASHTO M203 / ASTM A416

PRESTRESSING STRANDS

HIGH STRENGTH ANCHOR BOLTS GR 105 OREGON STANDARD SPECIFICIATION 2560.30 (B)

STEEL POSTS AND PLATES ASTM A709 GR. 36

STRUCTURAL TUBING. OREGON STANDARD SPECIFICATION 2810.20

GUARDRAIL STEEL SHAPES (OREGON DOT)

(KANSAS DOT) f'c= 5,000 PSI AT 28 DAYS

SILICA FUME OVERLAY

EPOXY COATED REINFORCEMENT GR. 60 ASTM A615/AASHTO M31 AND ASTM A775

(OKLAHOMA DOT) CLASS P CONCRETE f'c= 5,000 PSI AT 28 DAYS

ROADWAY CURBS & GUARDRAIL PARAPETS

WELDABLE DEFORMED CARBON STEEL REINFORCEMENT GR60 ASTM A706

DEFORMED CARBON STEEL REINFORCEMENT GR. 60 ASTM A615/AASHTO M31

(OKLAHOMA DOT) CLASS P CONCRETE f'c = 5,000 PSI AT 28 DAYS

CAST-IN-PLACE SPILLWAY PIER WALLS, CORBELS, AND PEDESTALS

EPOXY COATED REINFORCEMENT GR. 60 ASTM A615/AASHTO M31 AND ASTM A775

(OKLAHOMA DOT) CLASS P CONCRETE f'c = 5,000 PSI AT 28 DAYS

CAST-IN-PLACE PEDESTALS

DEFORMED CARBON STEEL REINFORCEMENT GR. 60 AASHTO M31 / ASTM A615

(TEXAS DOT) CLASS H CONCRETE f'c= 8,000 PSI AT 28 DAYS, f'ci= 6,400 PSI

PRECAST PRESTRESSED TX46 GIRDERS

f'c= 21,000 PSI AT 28 DAYS

ULTRA HIGH PERFORMANCE CONCRETE (UHPC)

CAST-IN-PLACE DECK JOINTS, SHEAR BLOCKOUTS, HAUNCHES, AND TRANSVERSE JOINTS

EPOXY COATED REINFORCEMENT GR. 75 ASTM A615/AASHTO M31 AND ASTM A775

(OKLAHOMA DOT) CLASS P CONCRETE f'c = 5,000 PSI AT 28 DAYS

CAST-IN-PLACE CONCRETE RAILING END POST

EPOXY COATED REINFORCEMENT GR. 75 ASTM A615/AASHTO M31 AND ASTM A775

(TEXAS DOT) CLASS H CONCRETE f'c= 8,000 PSI AT 28 DAYS, f'ci= 6,400 PSI

PRECAST PRE-TENSIONED FULL DEPTH DECK PANELS

ALL WELDING SHALL CONFORM TO AWS D1.5. 3.

NUTS, AND WASHERS SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM F2329 / AASHTO M232 U.N.O.

ALL EXPOSED STEEL SHAPES SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM A123 / AASHTO M111. ALL BOLTS, 2.

ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A709 / AASHTO M270 GR. 36. U.N.O.1.

MATCH THE COLOR OF CONCRETE.

IN ACCORDANCE WITH SPECIFICATION 03 01 00. THE COLOR OF THE EPOXY COATING SHALL

THE TRANSVERSE ENDS OF ALL DECK PANEL JOINTS, SHALL BE PREPARED AND EPOXY SEALED

ALL TRANSVERSE END SURFACES (I.E. AT STRAND ENDS) OF ALL DECK PANELS, IN ADDITION TO 17.

THE EXCEPTION OF DECK PANEL BOTTOM SURFACES WHICH SHALL HAVE A SMOOTH FINISH.

ALL SURFACES BONDING WITH UHPC SHALL HAVE A 1/4" EXPOSED AGGREGATE FINISH WITH 16.

METHODS INCLUDE PAINTING RAILING BOLT OR OTHER APPROVED METHOD.

MARK DOWNSTREAM END OF PANEL USING METHOD NOT VISIBLE AFTER SIDEWALK IS PLACED. 15.

ULTRA HIGH PERFORMANCE CONCRETE (UHPC) WITH A COMPRESSIVE STRENGTH OF 21,000 PSI.

14. CONCRETE IN SHEAR BLOCKOUTS, HAUNCHES, AND TRANSVERSE DECK JOINTS SHALL BE

GRADE 75 WITH EPOXY COATING CONFORMING TO ASTM A775.

13. PROVIDE EPOXY COATED REINFORCING STEEL CONFORMING TO ASTM A615/AASHTO M31

6,400 PSI.

STRENGTH OF 8,000 PSI AND AT TIME OF INITIAL PRESTRESS A COMPRESSIVE STRENGTH OF

12. CONCRETE IN PRECAST PANELS SHALL BE CLASS H PER TXDOT WITH A 28 DAY COMPRESSIVE

MAXIMUM AGGREGATE SIZE NO GREATER THAN 3/4".

11. CONCRETE IN PRECAST DECK PANELS SHALL CONTAIN A COARSE AGGREGATE WITH A

AGGREGATE SURFACE TO FACILITATE BONDING TO UHPC.

TRANSVERSE EDGES (SHEAR KEY) OF BRIDGE DECK PANELS SHALL HAVE A 1/4 INCH EXPOSED 10.

COR.

CRACKED OR OTHERWISE DAMAGED PANELS ARE SUBJECT TO REJECTION BY THE ACO OR 9.

REFER TO SPECIFICATIONS FOR CONSTRUCTION TOLERANCES FOR PRECAST DECK PANELS.8.

SPECIFICATIONS (BRIDGE DECK PANELS) FOR MORE DETAILS.

FOR DELIVERY, STORAGE, HANDLING, AND ERECTION. REFER TO EUFAULA PROJECT

THAT SHOW THE PRECAST UNIT MANUFACTURER'S RECOMMENEDED DETAILS AND MATERIALS

THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL COMPLETE SHOP DRAWINGS 7.

STRUCTURE.

MAXIMUM 5,000 LB CONSTRUCTION LOAD SHALL BE APPROVED BEFORE BEING APPLIED TO THE

AFTER THE UHPC HAS ACHIEVED 14,000 PSI AND PRIOR TO 21,000 PSI, LOADS IN EXCESS OF THE

UHPC ACHIEVING 14,000 PSI COMPRESSIVE STRENGTH.

PLACED (I.E. DECK JOINTS, HAUNCHES, AND SHEAR STUD BLOCKOUTS) AND PRIOR TO THE

NO LIVE OR OTHER CONSTRUCTION LOADS WILL BE PERMITTED AFTER THE UHPC HAS BEEN

TIME, LEVELING DEVICES ARE THE SOLE SUPPORT OF DECK PANELS.

BE ALLOWED ON ANY GIVEN SPAN PRIOR TO PLACEMENT AND CURING OF UHPC. DURING THIS

VEHICLES, HEAVY EQUIPMENT, AND CONSTRUCTION LOADS IN EXCESS OF 5,000 LB SHALL NOT 6.

PAVING OPERATIONS. THE PROPOSED METHOD SHALL BE SUBMITTED FOR APPROVAL.

THE GIRDER. ALL UNYIELDING FORMWORK AND LEVELING BOLTS SHALL BE REMOVED PRIOR TO

A UHPC DAM/FORMWORK SHALL BE USED TO RETAIN UHPC PLACED WITHIN THE HAUNCH ABOVE 5.

1 INCH FOR BOTTOM COVER UNLESS NOTED OTHERWISE.

INCHES FOR TOP COVER AND 2

MINIMUM CONCRETE COVER FOR THE DECK PANELS SHALL BE 2 4.

RE: S-501 DETAIL 4.

SILICA FUME OVERLAY. DRAWING DIMENSION MEASURED TO THE BOTTOM OF TINED GROOVE.

DIMENSION OF PANEL (BRIDGE TRANSVERSE DIRECTION), SUITABLE FOR APPLICATION OF A

THE TOP SURFACES OF DECK PANELS SHALL HAVE A 1/4" TINED FINISH, ALONG THE LONG 3.

TXDOT) AS DESCRIBED IN THE TXDOT STANDARD SPECIFICATIONS.

CONTRACTOR WILL BE RESPONSIBLE FOR ALL TESTING (SPECIFIED TO BE PERFORMED BY

STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS. THE

DECK PANELS TO BE CONSTRUCTED IN ACCORDANCE WITH ITEMS 424 & 425 OF THE 2014 TXDOT 2.

DESIGN SPECIFICATIONS, 7TH EDITION, 2014 WITH 2015/ 2016 INTERIM REVISIONS.

THE LIVE LOADS USED ARE HL93 DESIGN LOADS IN ACCORDANCE WITH AASHTO LRFD BRIDGE 1.

SHEET ID

T U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

W

B V

R

F

IL

E N

A M

E

F

E B

R U

A R

Y panelStyle:Construction Sign.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

1" 70" 1"

6'-0"

23"

18"

25"

6"

6"D

5" 1" 5"

6"D

16"

6"D

4.1"

6"D

5"

24.5"

4.5"D

37"

Panel Style: Construction Sign.ssi

M.U.T.C.D.: 2009 Edition

BORDER

R=3"

TH=1"

panelStyle:Construction Sign.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

1" 70" 1"

6'-0"

23"

18"

25"

6"

6"D

5" 1" 5"

6"D

16"

6"D

4.1"

6"D

5"

24.5"

4.5"D

37"

Panel Style: Construction Sign.ssi

M.U.T.C.D.: 2009 Edition

BORDER

R=3"

TH=1"

CS-2CS-1

CS-2

HOYT

WHITEFIELD

B-9

B-9 B-9

R11-3b

B-9 A-9

CS-1

A-9

A-9

B-9

B-9 A-9

A-9A-9A-9

B-9

A-5

A-6

B-6

B-5

A-2

A-1

A-9

A-9

Kash

N4330

E County Rd 1170

N4340

E1140

N4350

E 293rd St. S

E. County Rd. 1170

N4370

E1180

E1185

N4355

S. County Rd. 4351

B-9

N4330 N. County Rd.

N4320

N4312 N. County Rd.

W. County Rd 1210

E1200

E1190

E1200 Rd.

N

R d

W. Bk 400 3120 0440

County Line

A-6 A-5 CS-2

Brooken Mt. Rd.

N4340

WHITE (REFLECTORIZED)

BACKGROUND:

BLACK (NON-REFLECTORIZED)

LEGEND AND BORDER:

COLOR:

48 x 30

R11-2 (10.0 SF)

60 x 30

R11-3b (12.5 SF)

ROAD

CLOSED

LOCAL TRAFFIC ONLY

XX MILES AHEAD

BRIDGE OUT

1000 FT

CLOSED

ROAD

500 FT

CLOSED

ROAD

LOCAL TRAFFIC ONLY

XX MILES AHEAD

BRIDGE OUT ROAD

CLOSED

LOCAL TRAFFIC ONLY

XX MILES AHEAD

BRIDGE OUT

NOTE 1

B

A

NOT TO SCALE

(REFLECTORIZED)

FLUORESCENT ORANGE

BACKGROUND:

BLACK (NON-REFLECTORIZED)

LEGEND AND BORDER:

COLOR:

DURATION OF THE DETOUR.

TO BE MODIFIED AS NEEDED FOR THE

REGULATORY TRAFFIC CONTROL DEVICES ARE

NOTE 2

OF PAVEMENT.

FROM THE EDGE OF PAVEMENT TO THE EDGE

COMPLETELY CLOSE THE ROADWAY TO TRAFFIC

WITH SIGNS AS SHOWN, SHALL BE USED TO

A SUFFICIENT NUMBER OF TYPE III BARRICADES

NOTE 1

THE ROADWAY.

TYPE III BARRICADE PLACED IN THE CENTER OF

AND 'DETOUR' SIGN MAY BE PLACED ON A

(E.G., A FEW RESIDENCES), THE 'ROAD CLOSED'

FEW ORIGIN/DESTINATION POINTS BEYOND

BEYOND THE INTERSECTION AND THERE ARE

IF THE ROAD IS CLOSED A SHORT DISTANCE

NOTE 4

LOCATED AT THE EDGE OF THE TRAVELED WAY.

AND 'DETOUR' SIGN ON TYPE III BARRICADES

THE INTERSECTION, PLACE THE 'ROAD CLOSED'

SIGNIFICANT ORIGIN/DESTINATION POINTS BEYOND

BEYOND THE INTERSECTION AND/OR THERE ARE

IF THE ROAD IS OPENED FOR SOME DISTANCE

NOTE 3

KEY:

SIGN

WORK AREA

TYPE III BARRICADES

BRIDGE

EUFALA DAM

GC-101

M4-8

M1-6(2)

M5-1(L) 2.19 SF

4.0 SF

2.0 SF

2.0 SF

A-1 (10.19 SF)

BRIDGE CLOSURE APPLICATION

B-10

LOCAL TRAFFIC ONLY

5 MILES AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

5 MILES AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

2 MILES AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

2 MILES AHEAD

ROAD CLOSED

LO

C

A L T

R A F F

IC

O

N

LY

M

IL

E S A

H E A D

R O

A D C

LO

S E D

LO

C

A L T

R A F F

IC

O

N

LY

M

IL

E S A

H E A D

R O

A D C

LO

S E D

M1-6(2)

M4-8 M4-8

M5-1(L) M5-1(L)

M1-6(2)

M6-1(L) M6-1(L)

M5-2(L)

M6-2(L)

M5-1(R)M5-1(R)

M6-2(L)

M5-2(L)

M6-1(R)

M5-2(R)

M6-2(R)

M5-2(R)

M6-2(R)

M6-1(R)

M6-3

M4-6M4-6

M6-3

M3-1 M3-3

L

C A

L

T

R A

F

IC

L Y

IL

H

E A

D

R O

A D C

L O

S E

D

L O

C A

L

T

R A

F

IC

L Y

IL

H

E A

D

R O

A D C

L O

S E

D

A-10

B-5

B-6

A-1 A-2

M3-1

D A

T E

T R

A F F

IC

E

N G

IN

E E

R

IN

G D

IV

IS

IO

N

O K

L A

H O

M A D

E P

A R

T M

E N

T O

F T

R A

N S P

O R

T A

T

IO

N

P R

E P

A R

E D B

Y

O K

L A R

E G N

O

T A

R E

K A

M A

A R

O U

F P .E

-2

1-

REENIGNE L

A N

OI

S

S E

F O

R

P DESNECIL

A M

O H

A L

K O

M A

A R

O U

F

A H

M A

D

T A

R E

K

V

R

IV

E R

A -R

IO

S

V

R

IV

E R

A -R

IO

S

60 x 30

R11-3a (12.5 SF)

LOCAL TRAFFIC ONLY

XX MILES AHEAD

ROAD CLOSED

SHEET ID

T U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

B L

A N

K E

N S

H

IP

P .E

J A

IM

E W

A T

T S P .E

APPLICATION

BRIDGE CLOSURE

TR

AF

FI

C

C O

N

TR

O L

PL

AN

SHEET ID

T U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

F

E B

W

B V

R

C-100

A

B L

A N

K E

N S

H

IP

P .E

J

A L

V A

R E

Z

F L

O W

S T

A

.6

B T

O S

T A

B

P A

V E

M E

N T O

V E

R L

A Y D

R A

IN

A G

E P

L A

N

E u fa u la S p il lw a y C -1

.d g n

J

A L

V A

R E

Z

RE: 3/C-301

17+22B TO STA 17+47B

(TRANSITION OVERLAY) STA

TYPICAL EXISTING SECTION

STA 17+22.64B TO STA 19+60B

PAVEMENT OVERLAY & DRAINAGE PLAN

B

B

B

N

1" = 10'

10 0 10 20

.0

OVERLAY LIMITS OVERLAY LIMITS

OVERLAY LIMITSSTRIPING TO REMAIN (TYP)

EXISTING SCUPPERS &

STRIPING TO REMAIN (TYP)

EXISTING SCUPPERS &

STRIPING TO REMAIN (TYP)

EXISTING SCUPPERS &

ASPHALT MILL & OVERLAY

BEGIN 2" TRANSITION

STA 17+22.64B

ASPHALT MILL & OVERLAY

END 2" TRANSITION

STA 17+47.64B 2" SILICA FUME OVERLAY

2" CONCRETE REMOVAL &

2" SILICA FUME OVERLAY

2" CONCRETE REMOVAL &

S H

E E

T C -1

M A

T C

H L

IN

E S

T A

B

TO REMAIN

EXISTING HATCH

CIVIL LEGEND

& SHOULDER TO REMAIN

EXISTING GUARDRAIL, SIDEWALK

REFER TORE

TOP OF SIDEWALKTS

TOP OF PAVEMENTTP

TOP OF CURBTC

SAW JOINTSJ

SQUARE FEETSF

RIGHT OF WAYR/W

RADIUSR

PAVEMENTPAVT

MATCH EXISTINGME

LINEAR FEETLF

FLOWLINEFL

ELEVATIONEL

EXPANSION JOINT EJ

CONSTRUCTION JOINTCJ

CENTERLINECL

& SHOULDER TO REMAIN

EXISTING GUARDRAIL SIDEWALK

.0

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

B E

G

IN

S I L I C

A F

U M

E O

V E

R L

A Y

B E

G

IN

C O

N C

R E

T E R

E M

O V

A L

S T

A

.6

B

RE: 10/C-501

FOR JOINTS

HATCH & ELECTRIC BOXES (TYP).

AROUND THE EXISTING

8" EXISTING CONCRETE COLLAR

SAW CUT & LEAVE

RE: 10/C-501

FOR JOINTS

HATCH & ELECTRIC BOXES (TYP).

AROUND THE EXISTING

8" EXISTING CONCRETE COLLAR

SAW CUT & LEAVE

DEMOLITION & OVERLAY NOTES:

CL

SCALE: NTS

PATCH PICTURE

PATCHES MAY VARY. FIELD LOCATE AS NOTED BELOW.

NOTE: THIS PICTURE IS FOR REFERENCE ONLY. NUMBER OF

TYPICAL EXISTING PATCH

TYPICAL EXISTING PATCH

AND CAN BE PROVIDED TO THE CONTRACTOR UPON REQUEST.

ADDITIONALLY, AS-BUILT DRAWINGS FOR ACCESS HATCHES EXIST

IS FOUND, CONTRACTOR SHALL CONTACT ACO IMMEDIATELY.

APPURTENANCES PRIOR TO START DEMOLITION. IF CONFLICT

/ELECTRIC BOXES’ ANCHORS OR OTHER EXISTING

IS NOT IN CONFLICT WITH THE EXISTING ACCESS HATCHES

6. CONTRACTOR SHALL FIELD VERIFY THE PROPOSED 8” COLLAR

INCLUDED FOR REFERENCE ON THIS SHEET.

INCLUDED IN BASE BID. AN EXAMPLE PICTURE HAS BEEN

REMOVAL DEPTH MAY VARY MORE THAN 2” AND THIS SHOULD BE

OVERLAY. WHERE PATCHES OR UNSOUND CONCRETE IS FOUND,

PAVEMENT UNTIL SOUND PAVEMENT IS ACHIEVED PRIOR TO

SHOWN IN THE EXAMPLE. REMOVE PATCHES AND UNSOUND

CONTRACTOR SHALL FIELD LOCATE EXISTING PATCHES AS

5. FOR PAVEMENT OVERLAY ON THE NON-OVERFLOW SECTION,

4. FOR ROADWAY TYPICAL SECTIONS, RE: SHEET C-301 & C-501

DECK RAILING, AND OTHER DEMOLITION AND REPLACEMENT.

3. SEE OTHER PLAN SHEETS FOR BRIDGE SUPERSTRUCTURE,

2. STATIONING IS BASED ON THE AS-BUILTS ALIGNMENT.

TO THE SHOWN DEPTH.

1. ALL CONCRETE & ASPHALT SHALL BE SAW CUT/GRIND

U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

F

E B

W

B V

R

C-101

A

B L

A N

K E

N S

H

IP

P .E

J

A L

V A

R E

Z

F L

O W

S T

A

B T

O S

T A

B

P A

V E

M E

N T O

V E

R L

A Y D

R A

IN

A G

E P

L A

N

E u fa u la S p il lw a y C -1

.d g n

J

A L

V A

R E

Z

B

B

B

N

1" = 10'

10 0 10 20

& SHOULDER TO REMAIN

EXISTING GUARDRAIL

RE: STRUCTURAL SHEETS

GIRDER, ETC.

FOR DECK REPLACEMENT,

STA 20+28B

STRIPING TO REMAIN (TYP)

EXISTING SCUPPERS &

R E S

T R

U C

T U

R A

L

F O

R D

E C

K R

E P

L A

C E

M E

N T

C O

N T

IN

U E S

IL

IC

A F

U

V

E R

L A

Y

S T

A

B

TP/FL 611.84

TP/FL 611.84

TP 612.15 (TYP)

TP 612.15 (TYP) TP 612.15 (TYP)

TP 612.15 (TYP)

TP/FL 611.84

FIELD VERIFY

TP 612.00

MATCH EXISTING

TP/FL 611.85

CL

S H

E E

T C -1

M A

T C

H L

IN

E S

T A

B

RE: STRUCTURAL

CORBEL(TYP)

CIVIL LEGEND

.0

.0

R E S

H E

E T R -6

A S -B

U

IL

T S F

A C

E O

F P

IE

R

M A

T C

H E

X

IS

T

IN

G S

T A

B

S H

E E

T C -1

M A

T C

H L

IN

E S

T A

BRE: 7/C-501

SIDEWALK JOINTS (TYP)

RE: 7/C-501

SIDEWALK JOINTS (TYP)

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 5/C-501

SIDEWALK

RE: 6/C-501

STA. 20+28B TO 25+56B

TYP OVERFLOW SECTION

TP/FL 611.84

RE: 5/C-501

SIDEWALK

RE: 10/C-501

FOR JOINTS

HATCH & ELECTRIC BOXES (TYP).

AROUND THE EXISTING

8" EXISTING CONCRETE COLLAR

SAW CUT & LEAVE

TP 611.88

TP 611.88

TP 611.88 TP 611.88

RE: STRUCTURAL

CORBEL(TYP)

STA 19+60B TO STA 22+40B

PAVEMENT OVERLAY & DRAINAGE PLAN

DEMOLITION & OVERLAY NOTES:

FOR ENLARGED DETAIL.

2. FOR DRAINAGE SLOPE TO SCUPPER, SEE SHEETS C-301 & C-501

RE: SHEET C-102

1. FOR TYPICAL SCUPPER SPACING LAYOUT

OVERLAY NOTES FOR OVERFLOW SECTION:

RE: S-502

EXP JOINT

RE: S-502

EXP JOINT

RE: S-502

EXP JOINT

4. FOR ROADWAY TYPICAL SECTIONS, RE: SHEET C-301 & C-501

DECK RAILING, AND OTHER DEMOLITION AND REPLACEMENT.

3. SEE OTHER PLAN SHEETS FOR BRIDGE SUPERSTRUCTURE,

2. STATIONING IS BASED ON THE AS-BUILTS ALIGNMENT.

AS NOTED.

1. ALL CONCRETE & ASPHALT SHALL BE SAW CUT/GRIND

TP/FL 611.84

RE: 8/C-501

FL 611.64 (TYP)

SCUPPER

TP 611.88 (TYP)

RE: 9/C-501

FL 611.64

SCUPPER (TYP)

FL 611.64

RE: 8/C-501

FL 611.64

SCUPPER (TYP)

FL 611.64 FL 611.64

RE: 9/C-501

FL 611.64

SCUPPER (TYP)

TP/FL 611.84

FL 611.64

FL 611.64 FL 611.64

TP/FL 611.84

TP/FL 611.84

TP/FL 611.84

RE: 9/C-501

FL 611.64

SCUPPER (TYP)

TP/FL 611.84

TP/FL 611.84

FL 611.64FL 611.64

FL 611.64

TP/FL 611.84

FL 611.64

TP/FL 611.84

SCUPPER SPACING EA @14' MIN SCUPPER SPACING EA @14' MIN SCUPPER SPACING EA @14' MIN SCUPPER SPACING EA @14' MIN

EA @14' MIN

SCUPPER SPACING

EACHEA

REFER TORE

TOP OF SIDEWALKTS

TOP OF PAVEMENTTP

TOP OF CURBTC

SAW JOINTSJ

SQUARE FEETSF

RIGHT OF WAYR/W

RADIUSR

PAVEMENTPAVT

MATCH EXISTINGME

LINEAR FEETLF

FLOWLINEFL

ELEVATIONEL

EXPANSION JOINT EJ

CONSTRUCTION JOINTCJ

CENTER LINECL

FLOW ARROW

TP/FL 611.84

FIELD VERIFY

TP 612.15 (TYP)

MATCH EXIST

RE: 12/C-501

SCUPPER (TYP)

U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

F

E B

W

B V

R

C-102

A

B L

A N

K E

N S

H

IP

P .E

J

A L

V A

R E

Z

F L

O W

S T

A

B T

O S

T A

B

P A

V E

M E

N T O

V E

R L

A Y D

R A

IN

A G

E P

L A

N

E u fa u la S p il lw a y C -1

.d g n

J

A L

V A

R E

Z

B

B

B

N

1" = 10'

10 0 10 20

S H

E E

T C -1

M A

T C

H L

IN

E S

T A

B

S H

E E

T C -1

M A

T C

H L

IN

E S

T A

B

.0

.0

TP 612.15 (TYP)

TP 612.15 (TYP)

TP 612.15 (TYP)

TP 612.15 (TYP)

TP 612.15 (TYP)

TP 612.15 (TYP)

TP/FL 611.84

TP/FL 611.84

TP/FL 611.84

TP/FL 611.84

TP/FL 611.84

CL

RE: 7/C-501

SIDEWALK JOINTS (TYP)

RE: 7/C-501

SIDEWALK JOINTS (TYP)

RE: 6/C-501

STA. 20+28B TO 25+56B

TYP OVERFLOW SECTION

TP/FL 611.84

TP/FL 611.84TP/FL 611.84

TP 611.88TP 611.88TP 611.88 TP 611.88 TP 611.88

RE: 5/C-501

SIDEWALK

RE: 5/C-501

SIDEWALK

TP 611.88

REFER TORE

TOP OF SIDEWALKTS

TOP OF PAVEMENTTP

TOP OF CURBTC

SAW JOINTSJ

SQUARE FEETSF

RIGHT OF WAYR/W

RADIUSR

PAVEMENTPAVT

MATCH EXISTINGME

LINEAR FEETLF

FLOWLINEFL

ELEVATIONEL

EXPANSION JOINT EJ

CONSTRUCTION JOINTCJ

CENTER LINECL

FLOW ARROW

CIVIL LEGEND

RE: STRUCTURAL

CORBEL(TYP) RE: STRUCTURAL

CORBEL(TYP)

RE: STRUCTURAL

CORBEL(TYP)

STA 22+40B TO STA 25+20B

PAVEMENT OVERLAY & DRAINAGE PLAN OVERLAY NOTES FOR OVERFLOW SECTION:

4. FOR ROADWAY TYPICAL SECTIONS, RE: SHEET C-301 & C-501.

FOR ENLARGED DETAIL.

3. FOR DRAINAGE SLOPE TO SCUPPERS, SEE C-301 & C-501

DECK RAILING, AND OTHER DEMOLITION AND REPLACEMENT.

2. SEE OTHER PLAN SHEETS FOR BRIDGE SUPERSTRUCTURE,

1. STATIONING IS BASED ON THE AS-BUILTS ALIGNMENT.

RE: S-502

EXP JOINT

RE: S-502

EXP JOINT

RE: S-502

EXP JOINT

RE: 9/C-501

FL 611.64

SCUPPER (TYP)

RE: 8/C-501

FL 611.64

SCUPPER (TYP)

FL 611.64

FL 611.64

TP/FL 611.84

TP/FL 611.84

FL 611.64 FL 611.64

TP/FL 611.84

TP/FL 611.84

RE: 8/C-501

FL 611.64

SCUPPER (TYP)

TP/FL 611.84

TP/FL 611.84

FL 611.64

FL 611.64

FL 611.64

FL 611.64

TP/FL 611.84

TP/FL 611.84

TP/FL 611.84

TP/FL 611.84

RE: 8/C-501

FL 611.64

SCUPPER (TYP)

RE: 9/C-501

FL 611.64

SCUPPER (TYP)

TP/FL 611.84

TP/FL 611.84

FL 611.64 FL 611.64 FL 611.64

FL 611.64

FL 611.64

TP/FL 611.84

TP/FL 611.84

EA @14' MIN

SCUPPER SPACINGSCUPPER SPACING EA @14' MINSCUPPER SPACING EA @14' MINSCUPPER SPACING EA @14' MIN SCUPPER SPACING EA @14' MINSCUPPER SPACING EA @14' MINSCUPPER SPACING EA @14' MIN

RE: 9/C-501

FL 611.64

SCUPPER (TYP)

RE: 12/C-501

SCUPPER (TYP)

U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

F

E B

W

B V

R

UPSTREAM

DOWNSTREAM

OVERLAY LIMITS

AREA INLETS (TYP)

PROTECT EXISTING

AREA INLETS (TYP)

PROTECT EXISTING

OVERLAY LIMITS

1" = 10'

10 0 10 20

N

C-103

2" SILICA FUME OVERLAY

2" CONCRETE REMOVAL

TP 612.15 (TYP)

A

B L

A N

K E

N S

H

IP

P .E

J

A L

V A

R E

Z

OVERLAY LIMITS

E u fa u la S p il lw a y C -1

.d g n

S T

A

B T

O S

T A

.5

B

P A

V E

M E

N T O

V E

R L

A Y D

R A

IN

A G

E P

L A

N

EXISTING VENTS

J

A L

V A

R E

Z

S H

E E

T C -1

M A

T C

H L

IN

E S

T A

.5

B

R E S

H E

E T R -6

A S -B

U

IL

T S F

A C

E O

F P

IE

R

M A

T C

H E

X

IS

T

IN

G S

T A

B

S H

E E

T C -1

M A

T C

H L

IN

E S

T A

B

R E S

T R

U C

T U

R A

L

F O

R D

E C

K R

E P

L A

C E

M E

N T

S T

A

B

TP 611.85

B

B

B

.0

TP/FL 611.84

FIELD VERIFY

TP 612.00

MATCH EXISTING

CIVIL LEGEND

REFER TORE

TOP OF SIDEWALKTS

TOP OF PAVEMENTTP

TOP OF CURBTC

SAW JOINTSJ

SQUARE FEETSF

RIGHT OF WAYR/W

RADIUSR

PAVEMENTPAVT

MATCH EXISTINGME

LINEAR FEETLF

FLOWLINEFL

ELEVATIONEL

EXPANSION JOINT EJ

CONSTRUCTION JOINTCJ

CENTER LINECL

FLOW/SLOPE

CL

.0

.0

RE: 7/C-501

SIDEWALK JOINTS (TYP)

RE: 7/C-501

SIDEWALK JOINTS (TYP)

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

TP 611.88

RE: 4/C-301

REMOVAL & OVERLAY) STA. 25+56B TO STA. 30+66B

TYPICAL EXIST SECTION (CONCRETE

RE: 5/C-501

SIDEWALK

RE: 5/C-501

SIDEWALK

STA 25+20B TO STA 28+06.50B

PAVEMENT OVERLAY & DRAINAGE PLAN

DEMOLITION & OVERLAY NOTES:

RE: S-502

EXP JOINT

RE: 9/C-501

FL 611.64

SCUPPER (TYP)

MATCH EXISTING

FL 611.64

FL 611.64

TP/FL 611.84

TP/FL 611.84

SCUPPER SPACING EA @14' MIN

RE: 12/C-501

SCUPPER (TYP)

AND CAN BE PROVIDED TO THE CONTRACTOR UPON REQUEST.

ADDITIONALLY, AS-BUILT DRAWINGS FOR ACCESS HATCHES EXIST

IS FOUND, CONTRACTOR SHALL CONTACT ACO IMMEDIATELY.

APPURTENANCES PRIOR TO START DEMOLITION. IF CONFLICT

/ELECTRIC BOXES’ ANCHORS OR OTHER EXISTING

IS NOT IN CONFLICT WITH THE EXISTING ACCESS HATCHES

8. CONTRACTOR SHALL FIELD VERIFY THE PROPOSED 8” COLLAR

INCLUDED FOR REFERENCE ON C-100.

INCLUDED IN BASE BID. AN EXAMPLE PICTURE HAS BEEN

REMOVAL DEPTH MAY VARY MORE THAN 2” AND THIS SHOULD BE

WHERE PATCHES OR UNSOUND CONCRETE IS FOUND,

PAVEMENT UNTIL SOUND PAVEMENT IS ACHIEVED.

SHOWN IN THE EXAMPLE PICTURE. REMOVE PATCHES AND UNSOUND

CONTRACTOR SHALL FIELD LOCATE EXISTING PATCHES AS

7. FOR PAVEMENT OVERLAY ON THE NON-OVERFLOW SECTION,

6. REFER TO SHEET G-002 FOR STAGING LOCATION.

DECK RAILING, AND OTHER DEMOLITION AND REPLACEMENT.

5. SEE OTHER PLAN SHEETS FOR BRIDGE SUPERSTRUCTURE,

4. FOR ROADWAY TYPICAL SECTIONS, RE: SHEET C-301 & C-501

FOR ENLARGED DETAIL

3. FOR DRAINAGE SLOPE TO SCUPPERS, SEE C-301 & C-501

2. STATIONING IS BASED ON THE AS-BUILTS ALIGNMENT.

DEPTH.

1. ALL CONCRETE & ASPHALT SHALL BE SAW CUT TO THE SHOWN

U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

F

E B

W

B V

R

C-104

A

B L

A N

K E

N S

H

IP

P .E

J

A L

V A

R E

Z

S T

A

.5

B T

O S

T A

.6

P A

V E

M E

N T O

V E

R L

A Y D

R A

IN

A G

E P

L A

N

F L

O W

E u fa u la S p il lw a y C -1

.d g n

J

A L

V A

R E

Z

STA 28+06.50B TO STA 30+91.60

PAVEMENT OVERLAY & DRAINAGE PLAN

B

B

B

OVERLAY LIMITS

OVERLAY LIMITS

OVERLAY LIMITS

.0

& OVERLAY

ASPHALT MILL

END 2" TRANSITION

STA 30+91.60

ASPHALT MILL & OVERLAY

BEGIN 2" TRANSITION

STA 30+66.60

EXISTING GUARDRAIL

E N

D S

IL

IC

A F

U M

E O

V E

R L

A Y

S T

A

.6

B

2" SILICA FUME OVERLAY

2" CONCRETE REMOVAL &

SHOULDER & STRIPING TO REMAIN

EXISTING SIDEWALK, SCUPPER,

SHOULDER & STRIPING TO REMAIN

EXISTING SIDEWALK, SCUPPER,

SHOULDER & STRIPING TO REMAIN

EXISTING SIDEWALK, SCUPPER,

.0

S H

E E

T C -1

M A

T C

H L

IN

E S

T A

.5

B

REFER TORE

TOP OF SIDEWALKTS

TOP OF PAVEMENTTP

TOP OF CURBTC

SAW JOINTSJ

SQUARE FEETSF

RIGHT OF WAYR/W

RADIUSR

PAVEMENTPAVT

MATCH EXISTINGME

LINEAR FEETLF

FLOWLINEFL

ELEVATIONEL

EXPANSION JOINT EJ

CONSTRUCTION JOINTCJ

CENTER LINECL

FLOW ARROW

CIVIL LEGEND

GUARDRAIL

EXISTING

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 10/C-501

MATCH EXISTING

PAVING JOINTS

RE: 2/C-301

MILL & OVERLAY

2" ASPHALT

RE: 10/C-501

FOR JOINTS

HATCH & ELECTRIC BOXES (TYP).

AROUND THE EXISTING

8" EXISTING CONCRETE COLLAR

SAW CUT & LEAVE

N

1" = 10'

10 0 10 20

DEMOLITION & OVERLAY NOTES:

CL

AND CAN BE PROVIDED TO THE CONTRACTOR UPON REQUEST.

ADDITIONALLY, AS-BUILT DRAWINGS FOR ACCESS HATCHES EXIST

IS FOUND, CONTRACTOR SHALL CONTACT ACO IMMEDIATELY.

APPURTENANCES PRIOR TO START DEMOLITION. IF CONFLICT

/ELECTRIC BOXES’ ANCHORS OR OTHER EXISTING

IS NOT IN CONFLICT WITH THE EXISTING ACCESS HATCHES

6. CONTRACTOR SHALL FIELD VERIFY THE PROPOSED 8” COLLAR

INCLUDED FOR REFERENCE ON C-100.

INCLUDED IN BASE BID. AN EXAMPLE PICTURE HAS BEEN

REMOVAL DEPTH MAY VARY MORE THAN 2” AND THIS SHOULD BE

WHERE PATCHES OR UNSOUND CONCRETE IS FOUND,

PAVEMENT UNTIL SOUND PAVEMENT IS ACHIEVED.

SHOWN IN THE EXAMPLE PICTURE. REMOVE PATCHES AND UNSOUND

CONTRACTOR SHALL FIELD LOCATE EXISTING PATCHES AS

5. FOR PAVEMENT OVERLAY ON THE NON-OVERFLOW SECTION,

4. FOR ROADWAY TYPICAL SECTIONS, RE: SHEET C-301 & C-501.

DECK RAILING, AND OTHER DEMOLITION AND REPLACEMENT.

3. SEE OTHER PLAN SHEETS FOR BRIDGE SUPERSTRUCTURE,

2. STATIONING IS BASED ON THE AS-BUILTS ALIGNMENT.

U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

F

E B

W

B V

R

C-301

J

A L

V A

R E

Z

E u fa u la S p il lw a y C -1

.d g n

EQUATING TO A MAXIMUM SPACING OF 6' O.C..

PLACED IN LINE WITH PRECAST DECK PANEL JOINTS

NOTE: CURB SAWED CONTACTION JOINTS SHALL BE

J

A L

V A

R E

Z

CURB SAWED AND SEALED CONTRACTION JOINT

A

B L

A N

K E

N S

H

IP

P .E

EXISTING CONCRETE

BASE

EXISTING

SLOPE

U P

S T

R E

A M

D O

W N

S T

R E

A M

GUARDRAIL & SIDEWALK

EXISTING SHOULDER,

13.00'

GUARDRAIL & SIDEWALK

EXISTING SHOULDER,

2" SILICA FUME OVERLAY

W

YYW

GUARDRAIL & SIDEWALK

EXISTING SHOULDER,

WHERE APPLICABLE

EXISTING SCUPPER

13.00' 13.00'

13.00'

T Y

P

IC

A L C

R O

S S S

E C

T

IO

N S

C-101C-100

C-104

C-104C-100

CIVIL LEGEND

DECK RAILING, AND OTHER DEMOLITION AND REPLACEMENT.

3. SEE OTHER PLAN SHEETS FOR BRIDGE SUPERSTRUCTURE,

2. STATIONING IS BASED ON THE AS-BUILTS ALIGNMENT.

SCALE: NTS

SCALE: NTS

SCALE: NTS

SCALE: NTS

FLOW

FLOW

CL

SLOPE

EXISTING

BASE

EXISTING CONCRETE

U P

S T

R E

A M

D O

W N

S T

R E

A M

TACK COAT

GROUND

EXISTING

TO REMAIN

GUARDRAIL

EXISTING

PG (64-22) OK

ASPHALT OVERLAY

2" ODOT TYPE S4

Y

W

GUARDRAIL & SIDEWALK

EXISTING SHOULDER,

2" SILICA FUME OVERLAY

W

GUARDRAIL & SIDEWALK

EXISTING SHOULDER,

WHERE APPLICABLE

EXISTING SCUPPER

Y W

W

TO REMAIN

EXISTING GUARDRAIL

EXISTING BASE

EXISTING SUBGRADE

EXISTING PAVEMENT

Y

TP

Y

GROUND

EXISTING

TO REMAIN

GUARDRAIL

EXISTING

W

TACK COAT

EXISTING PAVEMENT

EXISTING SUBGRADE

EXISTING BASE

TP

Y

PG (64-22) OK

ASPHALT OVERLAY

2" ODOT TYPE S4

W

TO REMAIN

EXISTING GUARDRAIL

GROUND

EXISTING

CL

REFER TORE

TOP OF SIDEWALKTS

TOP OF PAVEMENTTP

TOP OF CURBTC

SAW JOINTSJ

SQUARE FEETSF

RIGHT OF WAYR/W

RADIUSR

PAVEMENTPAVT

MATCH EXISTINGME

LINEAR FEETLF

FLOWLINEFL

ELEVATIONEL

EXPANSION JOINT EJ

CONSTRUCTION JOINTCJ

CENTERLINECL

TYPICAL EXIST SECTION (CONCRETE REMOVAL & OVERLAY) STA. 17+47B TO STA. 20+28B TYPICAL EXIST SECTION (TRANSITION OVERLAY) STA. 30+66B TO STA. 30+91

TYPICAL EXIST SECTION (TRANSITION OVERLAY) STA. 17+22B TO STA. 17+47B TYPICAL EXIST SECTION (CONCRETE REMOVAL & OVERLAY) STA. 25+56B TO STA. 30+66B

28.00' (TYP)

SLOPE

EXISTING

D O

W N

S T

R E

A M

CL

U P

S T

R E

A M

D O

W N

S T

R E

A M

SLOPE

EXISTING

U P

S T

R E

A M

CL

28.00' (TYP)

5. "W"= 4" SOLID WHITE MULTIPOLYMER EDGE STRIPING WITH REFLECTIVE BEADS PER ODOT STDS

PER ODOT STDS

4. "Y"= 4" DOUBLE SOLID YELLOW MULTIPOLYMER CENTERLINE STRIPING WITH REFLECTIVE BEADS

3. PAVEMENT OVERLAY SHALL MATCH EXISTING SLOPE WITH POSITIVE DRAINAGE.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING PAVEMENT ELEVATION & SLOPE.

DEPARTMENT OF TRANSPORTATION FOR HIGHWAY CONSTRUCTION STANDARDS & SPECIFICATIONS, 2009.

1. ASPHALT MILL & OVERLAY MATERIALS & PROCEDURES SHALL BE IN ACCORDING TO OKLAHOMA

NOTE:

5. PAVEMENT OVERLAY SHALL MATCH EXISTING SLOPE WITH POSITIVE DRAINAGE.

4. CONTRACTOR SHALL FIELD VERIFY EXISTING PAVEMENT ELEVATION & SLOPE.

3. "W"= 4" SOLID WHITE MULTIPOLYMER EDGE STRIPING WITH REFLECTIVE BEADS PER ODOT STDS

PER ODOT STDS.

2. "Y"= 4" DOUBLE SOLID YELLOW MULTIPOLYMER CENTERLINE STRIPING WITH REFLECTIVE BEADS

1. REMOVE 2" OF CONCRETE PAVEMENT & OVERLAY WITH SILICA FUME CONCRETE.

NOTE:

Y

5. PAVEMENT OVERLAY SHALL MATCH EXISTING SLOPE WITH POSITIVE DRAINAGE.

4. CONTRACTOR SHALL FIELD VERIFY EXISTING PAVEMENT ELEVATION & SLOPE.

3. "W"= 4" SOLID WHITE MULTIPOLYMER EDGE STRIPING WITH REFLECTIVE BEADS PER ODOT STDS.

PER ODOT STDS.

2. "Y"= 4" DOUBLE SOLID YELLOW MULTIPOLYMER CENTERLINE STRIPING WITH REFLECTIVE BEADS

STANDARDS & SPECIFICATIONS, 2009.

DEPARTMENT OF TRANSPORTATION(ODOT) FOR HIGHWAY CONSTRUCTION

1.ASPHALT MILL & OVERLAY MATERIALS & PROCEDURES SHALL BE IN ACCORDANCE TO OKLAHOMA

NOTE:

5. PAVEMENT OVERLAY SHALL MATCH EXISTING SLOPE WITH POSITIVE DRAINAGE.

4. CONTRACTOR SHALL FIELD VERIFY EXISTING PAVEMENT ELEVATION & SLOPE.

3. "W"= 4" SOLID WHITE MULTIPOLYMER EDGE STRIPING WITH REFLECTIVE BEADS PER ODOT STDS

PER ODOT STDS

2. "Y"= 4" DOUBLE SOLID YELLOW MULTIPOLYMER CENTERLINE STRIPING WITH REFLECTIVE BEADS

1. REMOVE 2" OF CONCRETE PAVEMENT & OVERLAY WITH SILICA FUME CONCRETE

NOTE:

U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

F

E B

W

B V

R

C-501

J

A L

V A

R E

Z

E u fa u la S p il lw a y C -1

.d g n

EQUATING TO A MAXIMUM SPACING OF 6' O.C..

PLACED IN LINE WITH PRECAST DECK PANEL JOINTS

NOTE: CURB SAWED CONTACTION JOINTS SHALL BE

J

A L

V A

R E

Z

CURB SAWED AND SEALED CONTRACTION JOINT

A

B L

A N

K E

N S

H

IP

P .E

/8

/8

1/8"

EQ

1/4"

/4

T Y

P

IC

A L C

R O

S S S

E C

T

IO

N S D

E T

A

IL

S

" M

IN

C-101

C-501

C-102C-101

C-103

C-102C-101

C-103

C-101C-100

C-104C-103

C-102C-101

C-103

C-102C-101

C-103

C-102C-101

C-103

SCUPPER (TYP)

SCUPPER (TYP)

CIVIL LEGEND

SCALE: NTS

PAVING JOINT DETAIL

FLOW

1.0%(TYP)

FLOW ARROW

RE: STRUCTURAL

FACE OF CURB

D O

W N

S T

R E

A M

TO MATCH EXISTING JOINT SPACING.

SAW CUT JOINTS FULL DEPTH OF OVERLAY. JOINT SPACING

NOTE:

SCALE: NTSSCALE: NTSSCALE: NTS

SIDEWALK JOINT DETAIL

EQ

1"

U P

S T

R E

A M

CL

SCALE: NTS SCALE: NTS

TYPICAL OVERFLOW SECTION STA. 20+28B TO 25+56BTYPICAL SIDEWALK PROFILE

28.00'

3'-0"

FL (TYP)

FL (TYP)

FL (TYP)

FL (TYP)

ALL JOINTS

JOINT SELANT

SIDEWALK

RE: STRUCTURAL

FOR REINFORCING

1/4" BACKER ROD

FL (TYP)

FL (TYP)

FL (TYP)

3/8" BACKER ROD

ALL JOINTS

JOINT SEALANT

2" SILICA FUME OVERLAY

EXISTING PAVEMENT

RE: STRUCTURAL

& CONCRETE

FOR REINFORCING

1"R

FL/TP

FL RE: PLAN

RE: STRUCTURAL

GUARDRAIL

TO STARTCONSTRUCTION

FIELD VERIFY PRIOR

CONTRACTOR SHALL

612.77 @ EA END

MATCH EXISTING ELEV:

14.00'

EXISTING SUBSTRUCTURE

RE: STRUCTURAL & ELECTRICAL

CORBEL WHERE APPLICABLE

TS

TP

W

RE: S-130 S-131 & THIS SHT

GUARDRAIL & SIDEWALK

Y

TP

Y

TS

RE: S-130, S-131 & C-101

GUARDRAIL & SIDEWALK

FL RE: PLAN

RE: STRUCTURAL

DECK, PIER & GIRDER

2" SILICA FUME OVERLAY

FL/TP

W

EXISTING SUBSTRUCTURE

SCALE: NTS

2'-0"

SIDEWALK

FL (TYP)

FL (TYP)

TP (TYP) TP (TYP)

SCUPPER

DRAINAGE TO SCUPPER ON SHOULDER

REFER TORE

TOP OF SIDEWALKTS

TOP OF PAVEMENTTP

TOP OF CURBTC

SAW JOINTSJ

SQUARE FEETSF

RIGHT OF WAYR/W

RADIUSR

PAVEMENTPAVT

MATCH EXISTINGME

LINEAR FEETLF

FLOWLINEFL

EQUALEQ

ELEVATIONEL

EXPANSION JOINT EJ

CONSTRUCTION JOINTCJ

CENTERLINECL

2. SAW CUT SHALL NOT BE PLACED ON TOP OF REINFORCING

PRECAST DECK PANEL JOINT SPACINGS.

1. SAW CUT SIDEWALK JOINTS. JOINT SPACING TO MATCH

NOTE:

RE: 5/C-501

THIS SHEET

SEE ENLARGED SECTION

2'-0" MIN

MIN 2'-0" 1'-4" MIN 1'-4" MIN

RE: STRUCTURAL

CL PIER GRID @ EXP JOINT

SCUPPER (TYP)

SCUPPER (TYP)

RE: STRUCTURAL

CL PIER GRID

0'-8" MIN

JOINTS (TYP)

SIDEWALK

JOINTS (TYP)

SIDEWALK

2%

EXP JOINT FILLER

1/4" PREFORMED

EXP JOINT FILLER

1/8" PREFORMED

SCALE: NTS

FL (TYP)

FL (TYP)

SIDEWALK DIMENSIONS TYPICAL FOR BOTH SIDES OF THE BRIDGE

NOTE:

TYPICAL SCUPPER SPACING @ PIER GRID TYPICAL SCUPPER SPACING @ PIER GRID EXP. JOINT

TYPICAL SCUPPER SPACING

GR "C".

2. SCUPPERS TO BE HOT-DIP GALVANIZED STEEL HSS 8"x4"x3/8" ASTM A500

COORDINATE W/ STRUCTURAL FOR REINFORCING LOCATIONS.

1. SCUPPERS SHALL BE INSTALLED W/ 2" CLR FROM REINFORCING.

NOTES:

GR "C".

2. SCUPPERS TO BE HOT-DIP GALVANIZED STEEL HSS 8"x4"x3/8" ASTM A500

COORDINATE W/ STRUCTURAL FOR REINFORCING LOCATIONS.

1. SCUPPERS SHALL BE INSTALLED W/ 2" CLR FROM REINFORCING.

NOTES:

GR "C".

2. SCUPPERS TO BE HOT-DIP GALVANIZED STEEL HSS 8"x4"x3/8" ASTM A500

COORDINATE W/ STRUCTURAL FOR REINFORCING LOCATIONS.

1. SCUPPERS SHALL BE INSTALLED W/ 2" CLR FROM REINFORCING.

NOTES:

SCUPPER (TYP)

SIDEWALK

SIDEWALK

SIDEWALK

SCUPPER(TYP)SCUPPER(TYP)

B

R

ID

G E

O F S

P

IL

L W

A Y

M O

N O

L

IT

H

E

N D O

F

0 16' 32'

SCALE IN FEET

96'64'

O F M

O N

O L

IT

H

O F S

P

IL

L W

A Y

E X

P A

N S

IO

N J

O

IN

T

O F B

R

ID

G E

E X

P A

N S

IO

N J

O

IN

T

E X

P A

N S

IO

N J

O

IN

T

F L

O W

SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6 SPAN 7 SPAN 8 SPAN 9 SPAN 10 SPAN 11

B

E G

IN

N

IN

G

B

E G

IN

N

IN

G

E

N D

X-901

P

IE

P

IE

P

IE

P

IE

P

IE

P

IE

P

IE

P

IE

P

IE

P

IE

R

B

E G

IN

N

IN

G

R

IG

H T E

N D P

IE

MONOLITHS

NON-OVERFLOW

MONOLITHS

NON-OVERFLOW

POWER HOUSE /

SPALL REPAIRS PLAN

X-901

X-902

A

X-901

A N

D P

H O

T O R

E F

E R

E N

C E

S

S P

A L L R

E P

A

IR

P

L A

N

P S

H O

O P

M A

N P .E

P S

H O

O P

M A

N P .E

J

R O

B E

R T S P .E

L E

F T E

N D P

24" WIDE X 12" TALL X 2" DEEP SPALL

MONO 5 MONO 6 MONO 7 MONO 8 MONO 9 MONO 10 MONO 11 MONO 12 MONO 13 MONO 14 MONO 15 MONO 16

SPALL WITH EXPOSED REBAR

18" WIDE X 18" TALL X 2" DEEP 2 - 4" DIAMETER 10" DEEP BORE HOLES

2 - 4" DIAMETER 10" DEEP BORE HOLES 18" WIDE X 12" TALL X 3" DEEP SPALL

SPALL REPAIR IS 40.5 CUBIC FEET.

THE SPECIFICATIONS ESTIMATED QUANTITY OF

SPALL REPAIR PROCEDURE CAN BE FOUND IN

FOR REFERENCE ONLY. GUIDANCE REGARDING

NOTE: PHOTOS ARE NOT TO SCALE AND ARE PROVIDED

N

SHEET ID

T U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

W

B V

R

F

IL

E N

A M

E

F

E B

R U

A R

Y

BRIDGE PIER

TOP OF US PEDESTAL

TOP WORK PLATFORM

EL. 606.15'

SPILLWAY WEIR

X-902X-901

A

0 4'2'

SCALE IN FEET

8' 12'

EL. 602.0'

EL. 611.2'

MAX. POOL

FLOW

EL. 600.00'

TOP OF SURCHARGE POOL

X-902

P S

H O

O P

M A

N P .E

P S

H O

O P

M A

N P .E

J

R O

B E

R T S P .E

EAST FACE PIER 4

EAST FACE PIER 5

EAST FACE PIER 7

EAST FACE PIER 7

EAST FACE PIER 7

WEST FACE PIER 2

WEST FACE PIER 10

TYPICAL CRACK REPAIR LOCATIONS

P

H O

T O R

E F

E R

E N

C E

S

T Y

P

IC

A L C

R A

C K R

E P

A

IR

L

O C

A T

IO

N S

E U

F A

U L

A D

A M

6. ESTIMATED QUANTITY OF CRACK REPAIR IS 2,500 LF.

PLAN PER SPECIFICATIONS PRIOR TO MAKING ANY REPAIRS.

DETERMINE REPAIR PROCEDURE FOR VARYING WIDTHS. CONTRACTOR TO PROVIDE REPAIR

5. THERE IS NOT A TYPICAL CRACK WITH. REFER TO CRACK REPAIR SPECIFICATIONS TO

BE FOUND IN THE SPECIFICAITONS.

GUIDANCE REGARDING THE SPECIFIC REQUIREMENT OF THE CRACK REPAIR PROCEDURE CAN

OF 600'. THE ESTIMATED QUANTITY DOES NOT INCLUDE AREAS THAT ARE TO BE DEMOLISHED.

4. ESTIMATED QUANTITY OF CRACK REPAIR IS FOR CRACKS OCCURING ABOVE ELEVATION

3. TAINTER GATE NOT SHOWN.

VARIOUS TYPES OF CRACKS THAT ARE IN NEED OF REPAIR.

2. PHOTOS ARE TYPICAL CONDITIONS ON ALL PIERS AND ABUTMENTS. THESE PHOTOS SHOW

1. PHOTOS ARE NOT TO SCALE AND PROVIDED FOR REFERENCE ONLY.

NOTE:

SHEET ID

T U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

W

B V

R

F

IL

E N

A M

E

F

E B

R U

A R

Y

ELEVATION 611.08'

EL. 606.40'

ELEVATION 610.50'

D-102

A,B,C

D-101

SHEET ID

T U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

W

B V

R

F

IL

E N

A M

E

F

E B

R U

A R

Y

A .B

C A

R T

W R

IG

H T

E u fa u la S p il lw a y D

.d g n

D-101

D E

M O

L

IT

IO

N D

E T

A

IL

S

E X

IS

T

IN

G B

R

ID

G E

SHEET ID

T U

L S

A

O K

L A

H O

M A

E s t S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

A N

S I

D

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

C A

T E

G O

R Y C

O D

E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

E U

F A

U L

A R

E P

L A

C E S

P

IL

L W

A Y B

R

ID

G E

F Y

E U

F A

U L

A

O K

L A

H O

M A

E U

F A

U L

A L

A K

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

J A

IM

E W

A T

T S P .E

F

E B

W

B V

R

D-101

A

D-101

TYPICAL BRIDGE CROSS SECTION DEMO

TYPICAL BRIDGE PLAN DEMO

INTERMEDIATE AND END SPAN

0 8'4' 16'

SCALE IN FEET

24'

0 4'2'

SCALE IN FEET

8' 12'

D E

M O

L

IT

IO

N D

E T

A

IL

S

E X

IS

T

IN

G B

R

ID

G E

D-101

TYPICAL EVERY SPAN

DEMO EXISTING ACCESS HATCH,

TYPICAL UPSTREAM & DOWNSTREAM

DEMO EXISTING BEARING PLATES & ASSEMBLY,

TYPICAL END SPAN TYPICAL INTERMEDIATE SPAN

UPSTREAM

DOWNSTREAM

DEMO EXISTING FLOOR BEAMS

UPSTREAM DOWNSTREAM

FLOW

F L

O W

FOR ELECTRICAL DEMOLITION INFORMATION.

NOTE: REFERENCE ELECTRICAL DEMOLITION SHEETS

J

R O

B E

R T S P .E

A .B

L A

N K

E N

S H

IP

P .E

EL. 602.00'

TOP OF WORK PLATFORM

EL. 606.77'

TOP OF PEDESTAL

D-101

D-101

BRIDGE SUPERSTRUCTURE DEMOLITION

DOWNSTREAMUPSTREAM

LEGEND

DEMO

CONCRETE

EXISTING

BRIDGE SUBSTRUCTURE DEMOLITION

BRIDGE LENGTH)

BASE & CONDUIT (TYP. ENTIRE

DEMO EXISTING LIGHT POST,

FLOW

EL. 606.77'

TOP OF PEDESTAL

EL. 602.00'

PLATFORM

TOP OF WORK

EL. 611.08'

TOP OF GIRDERS

EL. 616.56'

TOP OF GUARDRAIL DS

EL. 616.27'

TOP OF GUARDRAIL US

EL. 613.10'

CURB US

TOP OF GUARDRAIL

EL. 613.39'

CURB DS

TOP OF GUARDRAIL

CONCRETE REMOVAL

SWITCHES, PLUGS, ETC. TO ALLOW FOR

TELEPHONE AND ELECTRICAL PANELS,

TEMPORARILY UNINSTALL AND MOVE ALL

"2

4'-4

5"4'-4"

2'-11"

DEMO EXISTING BUILT-UP GIRDERS

DEMO EXISTING STRINGERS

ALL INTERMEDIATE PIERS

DEMO EXISTING END BEAMS, TYPICAL

DEMO EXISTING STRINGERS

DOWNSTREAM

GIRDERS, TYPICAL UPSTREAM &

DEMO EXISTING BUILT-UP

END PIERS

DEMO EXISTING END BEAMS, TYPICAL

UPSTREAM & DOWNSTREAM

FLOOR BEAM SECTION, TYPICAL

DEMO EXISTING BUILT-UP CANTILEVER

FLOOR BEAMS, TYPICAL

DEMO EXISTING

LENGTH)

& CONDUIT (TYP. ENTIRE BRIDGE

DEMO EXISTING LIGHT POST, BASE

(TYP. ENTIRE BRIDGE LENGTH)

DEMO EXISTING BASE & CONDUIT

UPSTREAM AND DOWNSTREAM.

GUARDRAIL CURB AND GUARDRAIL. TYPICAL

DEMO EXISTING DECK, SCUPPERS, ROADWAY

UPSTREAM & DOWNSTREAM

GUARDRAIL RAIL CURB &…