DCKA-2024-B-0011_Att3.pdf

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EJM

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SQ-01

SUMMARY OF PAY ITEMS

AND QUANTITIES

SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION UNIT QTY.

SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION UNIT QTY.

719993

718992

717991

716992

716991

716022

716020

716016

716012

716010

716008

716004

715993

715991

714004

710007

709023

708995

708992

708991

708022

708021

707011

706999

706997

706995

706993

706991

705993

705991

704991

703991

703010

703008

701999

701995

701994

701993

701992

701991

618002

614995

614568

614993

22994

22994

22994

19684

21780

LF

LF

LF

LF

LF

LF

LF

SF

LF

SF

SF

SF

SY

SY

SY

LF

LF

SF

LF

LF

LF

CY

LS

EA

EA

EA

EA

LS

EA

EA

LBS

CY

CY

CY

LS

LF

LF

LF

LF

LF

LS

EA

EA

EA

CY 2874.3

SPECIAL ITEM - REPAIR AND PRESSURE CLEAN FINGER JOINTS

SPECIAL ITEM - PIER A - EXPANSION JOINT CLOSURE (VESC)

SPECIAL ITEM - RECONSTRUCT DECK JOINT WITH NEOPRENE STRIP SEAL

SPECIAL ITEM - REPAIR Type 3, SEAL RIVER PIER CONC CRACKS > 1/32"

SPECIAL ITEM - REPAIR Type 3, SEAL RIVER PIER CONC CRACKS < 1/32"

REPAIR TYPE 4, SEAL PIER/ABUT CONC CRACKS >1/32"

REPAIR TYPE 4, SEAL PIER/ABUT CONC CRACKS <1/32"

REPAIR TYPE 1 - PIER/ABUT SPALL REPAIR

REPAIR TYPE 3 - DECK UNDERSIDE

REPAIR TYPE 2 - DECK UNDERSIDE

REPAIR TYPE 1 - DECK UNDERSIDE

REPAIR TYPE 1 - CONCRETE DIAPHRAGM REPAIR

SPECIAL ITEM - HYDRO-DEMOLITION OF EXISTING DECK AND OVERLAY - 2 IN

SPECIAL ITEM - MILLING 2.5 IN OF EXISTING DECK OVERLAY

LATEX MODIFIED CONCRETE OVERLAY - 4.5IN

SPECIAL ITEM - REPLACE DAMAGED DRAINAGE PIPES UNDER THE BRIDGE

UNASSIGNED SPECIAL ITEM - REPAIR EXIST. RAILING

SPECIAL ITEM - PRESSURE CLEAN STONE CLADDING - PIERS 3, 6, 9, 12, B and C

SPECIAL ITEM - SEAL CRACKED STONE CLADDING

SPECIAL ITEM - REPLACE MISSING/DETERIORATED MORTAR

SPECIAL ITEM - PCC PARAPET REPAIR - Type 3

SPECIAL ITEM - PCC PARAPET REPAIR - Type 1

SPECIAL ITEM - CLEAN AND PAINT EXISTING STEEL

SPECIAL ITEM - BEARING PADS - REPLACE EXIST BRGS W/ ELASTOMERIC BRGS

SPECIAL ITEM - BRIDGE BEARINGS - CLEAN AND PAINT EXIST. BEARINGS

SPECIAL ITEM - REPLACE MISSING NUTS FOR MEDIAN BARRIER

SPECIAL ITEM - REPLACE MISSING ANCHOR BOLTS FOR MEDIAN BARRIER

SPECIAL ITEM - REPAIR STRUCTURAL STEEL - GRADE 36

SPECIAL ITEM - REPAIR PRESTRESSED CONCRETE BEAM ENDS - TYPE B

SPECIAL ITEM - REPAIR PRESTRESSED CONCRETE BEAM ENDS - TYPE A

SPECIAL ITEM - PIER A CAP CORROSION RESISNTANT REINCORCING STEEL - (MMFX-2)

SPECIAL ITEM - PCC - PIER A CAP REPLACEMENT

PCC SUPERSTRUCTURE - JOINT RECONSTRUCTION CONC. (CLASS C)

PCC SUPERSTRUCTURE - REPLACE MEDIANS

SPECIAL ITEM - DOLPHIN REPAIR

SPECIAL ITEM - FENDER REPLACEMENT - 6x10 FRPL

SPECIAL ITEM - FENDER REPLACEMENT - 6x12 FRPL

SPECIAL ITEM - FENDER REPLACEMENT - 12x12 FRPL

SPECIAL ITEM - FENDER REPLACEMENT - 8x12-4F08 FRPL

SPECIAL ITEM - FENDER REPLACEMENT - 12x12-4F08 FRPL

EROSION AND SEDIMENT CONTROL

SPECIAL ITEM - REMOVE AND RE-INSTALL LED LUMINAIRE ON STEEL POLE

REMOVE PENDANT POLE 30 FT. HEIGHT OR LESS

SPECIAL ITEM - FURNISH AND INSTALL 25' STEEL PENDANT POLE WITH UP TO 8' ARM

AMENDMENT 4 - CORRECTION AAH 01/19/24

AAH

KSN

613398

612106

612104

612100

612096

612092

613000

612999

612998

612997

612993

612086

612066

612064

612060

612058

612054

612038

612036

612034

612028

612022

612018

612014

612010

612008

612006

610014

610014

607020

606064

606054

603054

603030

603002

602991

600017

600017

600017

506006

402008

402002

410002

403002

311002

209002

202004

205991

205010

205008

202002

108992

108016

108013

108012

108006

108004

108002

105002

000507

000506

PEPCO SERVICE CONNET, DISCONNECT, & PEPCO MANHOLE ENTRY FEES

REPAIR OF DAMAGED MAJOR TRAFFIC CONTROL DEVICES

STEEL PROTECTION PLATE

PORTABLE CHANGEABLE MESSAGE SIGN

CONSTRUCTION ZONE ATTENUATOR

TRUCK MOUNTED ATTENUATOR

SPECIAL ITEM - PREFORMED PAVEMENT MARKINGS, 24 INCH

SPECIAL ITEM - PREFORMED PAVEMENT MARKINGS, 12 INCH

SPECIAL ITEM - PREFORMED PAVEMENT MARKINGS, 6 INCH DASH

SPECIAL ITEM - PREFORMED PAVEMENT MARKINGS, 6 INCH

TOWING AND RECOVERY SERVICE

PAINTED LANE MARKING, 6 INCH

THERMOPLASTIC PAVEMENT MARKING, 24 INCH

THERMOPLASTIC PAVEMENT MARKING, 12 INCH

THERMOPLASTIC PAVEMENT MARKING, 6 INCH DASH

THERMOPLASTIC PAVEMENT MARKING, 6 INCH

THERMOPLASTIC PAVEMENT MARKING, 4 INCH

SINGLE-FACED YELLOW SNOW PLOWABLE REFLECTIVE PAVEMENT MARKERS

SINGLE-FACED WHITE SNOW PLOWABLE REFLECTIVE PAVEMENT MARKERS

TRAFFIC DRUMS

TYPE III PVC BARRICADE

SEQUENTIAL ARROW BOARDS

FLASHING AMBER WARNING LIGHTS, TYPE "B"

CONSTRUCTION WARNING AND DETOUR SIGNS

TEMPORARY CONSTRUCTION SIGN SUPPORTS

REMOVE LANE MARKINGS

CONSTRUCTION LANE CLOSING

MOVE WATER FILLED PLASTIC JERSEY BARRIER

INSTALL WATER FILLED PLASTIC JERSEY BARRIER

SOD WITH 4 INCH TOPSOIL

FURNISH AND SET 8"X12" GRANITE STRAIGHT CURB

REPAIR-REPLACE PCC CIRCULAR CURB AND/OR GUTTER

CRASH CUSHION ATTENUATING TERMINAL (CAT)

W BEAM/TRHIE BEAM TRANSITION PANEL

TYPE I: W-BEAM (STANDARD BLOCK-OUT)

SPECIAL ITEM - REPAIR SLOPE PROTECTION IN FRONT OF PIER 1

SPECIAL ITEM - MOVE PORTABLE SINGLE FACE F SHAPE PRECAST PCC BARRIER

SPECIAL ITEM - PORTABLE SINGLE FACE F SHAPE PRECAST PCC BARRIER

SPECIAL ITEM - CHAIN LINK FENCE WITH FABRIC, 8 FT. HT.

PCC DIRECTIONAL ISLAND

HMA SURFACE COURSE, 9.5 MM

HMA BASE COURSE, 19 MM

PAVEMENT PROFILING (MILLING)

TACK COAT

ADJUST SEWER-WATER-UTILITY MANHOLE FRAME

AGGREGATE BASE COURSE

HARD SURFACE PAVEMENT EXCAVATION

SPECIAL ITEM - PIER A EXCAVATION TO PILE CAP

STRUCTURE HARD SURFACE EXCAVATION - EXIST. MEDIANS

SPECIAL ITEM - DEMOLITION OF PIER A CAP

COMMON EXCAVATION

SPECIAL ITEM - ENGINEER'S BOAT

MOBILIZATION - FLOAT-IN CONSTRUCTION PLATFORMS

FURNISH AND EQUIP ENGINEER'S FIELD FACILITIES

ENGINEER'S FIELD FACILITIES

RECORD DRAWINGS AND AS - BUILT DRAWINGS

PROGRESS PHOTOGRAPHS

MOBILIZATION

COOPERATION WITH THIRD PARTY UTILITY RELOCATION

SPECIAL ITEM - REPLACE DOWNSPOUTS

SPECIAL ITEM - PRESSURE CLEAN SCUPPERS

LS

LS

EA

EA

EA

EA

LF

LF

LF

LF

EA

LF

LF

LF

LF

LF

LF

EA

EA

EA

EA

EA

EA

SF

EA

SF

LS

LF

LF

SY

LF

CY

EA

EA

LF

LS

LF

LF

LF

CY

TON

TON

SY

SY

EA

CY

CY

CY

CY

LS

CY

DAYS

LS

LS

LS

LS

LS

LS

LS

EA

EA

10281

71829

11288

14424

11429

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P E

N

T A

B L E

D D

O T n a m e s u b .t b l

W e d n e s d a y J a n u a ry

1, :1

M p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g to n

D C D o c u m e n ts I-

H O

V

B ri d g e e s ig n

C

A D

G e n e ra l\

P ri n t_ fi le s p

G N S

Q 1- I- P

A Y

IT

E M

S R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P L

R

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

p005679B Proprietary

ST-GN-01

KSN

GJR

BRIDGE GENERAL NOTES

P

B L E

D D

O T n a m e s u b .t b l p w V

A N

V A 1P

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IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

G e n e ra l\

P ri n t_ fi le s p

G N N I- S tr u c t_

G e n e ra l_

N o te s R 1.

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O T p d f_

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E R

COMPONENTS AFTER REMOVAL OF THE TEMPORARY COMPONENT BOLTS.

9. INSTALL A NEW BOLT IN ANY OPEN HOLE LEFT IN THE PERMANENT

8. REMOUNT NEW COMPONENTS AND TIGHTEN BOLTS. CLEAN EXCESS EPOXY-GEL.

COMPONENTS WITH EXISTING STEEL TO MAINTAIN FULL CONTACT.

APPLY EPOXY-GEL REPAIR MATERIAL TO THE MATING SURFACES OF NEW

7. WHERE DESIGNATED ON THE DRAWINGS AND WHERE DIRECTED BY THE ENGINEER,

REPAIR MATERIALS USED REQUIRE APPLICATION TO BARE METAL.

THAT SATISFIES CLASS B COATING REQUIREMENTS. DO NOT APPLY PRIMER WHERE

REQUIREMENTS OF THE PAINT SECTION IN THE SPECIAL PROVISIONS. USE PRIMER

STEEL CONTACT SURFACES AFTER THEY ARE CLEANED FOLLOWING THE

6. APPLY PRIMER COAT TO ALL SURFACES OF THE NEW STEEL AND ALL EXISTING

CLEAN ALL FAYING SURFACES TO REMOVE CUTTING OILS.

5. DETACH THE NEW COMPONENTS TO REMOVE DRILL CUTTINGS AND SOLVENT

FIELD REAMING THROUGH UNDERSIZED HOLES SHOP-DRILLED IN THE COMPONENTS.

4. MOUNT NEW COMPONENTS BY DRILLING ALL NEW HOLES IN THE FIELD OR BY

PORTIONS OF STEEL AS DIRECTED BY THE ENGINEER.

COMPONENTS AND A BAND 2" WIDE (MIN.) WILL BE CLEANED. REMOVE DETERIORATED

SYSTEM. CONTACT SURFACES BETWEEN EXISTING STEEL AND NEW OR REPAIRED

SECTION OF THE SPECIAL PROVISIONS AND USING AN APPROVED COLLECTION

3. CLEAN REPAIR AREA FOLLOWING THE METHODS INDICATED IN THE PAINTING

REPLACED OR REPAIRED.

OF THE STRUCTURE AND REMOVE EXISTING COMPONENTS THAT WILL BE

2. INSTALL ANY TEMPORARY COMPONENTS NEEDED TO MAINTAIN THE STABILITY

MATERIALS.

1. VERIFY ALL DIMENSIONS OF EXISTING STEEL FOR PROPER FIT OF NEW REPAIR

BRIDGE GENERAL NOTES

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ADJUSTING ALL UTILITY COVER REQUIRED TO MEET NEW ROADWAY AND MEDIAN GRADE.

FOR PROVIDING HIS OWN POWER SOURCE. THE CONTRACTOR IS RESPONSIBLE FOR

TAP INTO EXISTING UTILITIES ON THE BRIDGE. THE CONTRACTOR SHALL BE RESPONSIBLE

PERMISSION FROM THE UTILITY OWNER. THE CONTRACTOR SHALL NOT BE ALLOWED TO

CONTRACTOR BACKFILL AN EXCAVATION AFFECTING SAID UTILITY WITHOUT FIRST RECEIVING

OWNER AT THE CONTRACTOR'S EXPENSE. UNDER NO CIRCUMSTANCE SHALL THE

BELOW GROUND SHALL BE REPAIRED BY OR UNDER THE DIRECTION OF THE UTILITY

OWNER OF THE SAID UTILITY. ANY DAMAGED SUSTAINED TO THE UTILITIES ABOVE OR

IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE

ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO EXISTING UTILITIES. IF A UTILITY

CONSTRUCTION MAY CONFLICT WITH EXISTING UTILITIES, THE CONTRACTOR SHALL TAKE

OPERATIONS WHICH COULD DAMAGE THESE FACILITIES. IN THE AREA WHERE PROPOSED

EXISTENCE OF ALL THE UTILITIES WELL IN ADVANCE OF CONDUCTING CONSTRUCTION

APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE

IS NOT NECESSARILY COMPLETE AND THE LOCATION OF THE UTILITIES SHOWN IS

DATA AND/OR RECORD DRAWINGS OF THE ORIGINAL LOCATIONS. THE INFORMATION SHOWN

THE LOCATIONS OF THE UTILITIES SHOWN ON THE PLANS ARE BASED ON FIELD SURVEY

NOTIFY MISS UTILITY @ 1-800-257-7777 SEVENTY-TWO HOURS PRIOR TO CONSTRUCTION.

SEE THE SPECIAL PROVISION "UTILITIES PROTECTIVE ALERT."

REQUIRED DURING CONSTRUCTION. FOR FULL INFORMATION REGARDING UTILITIES PROTECTION, FOR MAINTENANCE OF ALL EXISTING UTILITIES AND PROVIDE TEMPORARY SUPPORT AS

THE EXISTENCE OF OTHER UTILITIES IS UNKNOWN. CONTRACTOR SHALL BE RESPONSIBLE

3. TRANSURBAN

2. AT&T INC.

1. VERIZON COMMUNICATIONS

THE FOLLOWING UTILITIES ARE KNOWN TO HAVE FACILITIES IN THE CONTRACT AREA:

CONSTRUCTION SPECIFICATIONS

AMENDED BY SPECIAL PROVISIONS.

THE DISTRICT OF COLUMBIA DEPARTMENT OF TRANSPORTATION. EXCEPT AS

SPECIFICATIONS FOR HIGHWAYS AND STRUCTURES DATED 2013, ISSUED BY

ALL WORK SHALL CONFORM TO PROJECT SPECIAL PROVISIONS, STANDARD

DESIGN SPECIFICATIONS

ALL WELDING SHALL CONFORM TO D1.5M/D1.5 BRIDGE WELDING CODE, 2020.

THE ABOVE ORDER UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS.

ELASTOMERIC BEARING DESIGN AND PIER A CAP REPLACEMENT. PRIORITIES ARE IN

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 8TH EDITION, 2017 FOR

2002 UNLESS OTHERWISE NOTED AND PRODUCT MANUFACTURER'S SPECIFICATIONS.

AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17TH EDITION,

ELEVATIONS AND COORDINATES

PLANE OF REFERENCE, FOR WHICH -2.11 FT. IS MEAN LOW WATER.

PLANE COORDINATE SYSTEM. ALL ELEVATIONS REFERENCED TO THE D.C. ENGINEER'S

COORDINATES SHOWN ON THESE PLANS ARE BASED ON THE MARYLAND STATE

STRUCTURAL STEEL - MATERIAL

SHALL BE MADE FOR THESE BOLTS.

BE CONSIDERED INCIDENTAL TO THE REPAIRS AND NO SEPARATE PAYMENT

INSTALLED IN HOLES LEFT OPEN AFTER PERFORMING THE REPAIRS, SHALL

ASSOCIATED WITH REPAIRS SHOWN ON THESE DRAWINGS, INCLUDING BOLTS

UNIT PRICE BID. PAYMENT FOR FURNISHING AND INSTALLING BOLTS

INSTALLING THESE HIGH-STRENGTH BOLTS SHALL BE MADE AT THE CONTRACT

DEEMED NECESSARY BY THE ENGINEER. PAYMENT FOR FURNISHING AND

WITH EQUIVALENT DIAMETER HIGH-STRENGTH BOLTS, NUTS AND WASHERS IF

ASSOCIATED WITH REPAIRS SHOWN ON THESE DRAWINGS SHALL BE REPLACED

EXISTING MISSING AND/OR DETERIORATED FASTENERS THAT ARE NOT

AND INSTALLING THE BOLT, NUT AND WASHER AND TIGHTENING THE BOLT.

CONNECTIONS. ON THESE DRAWINGS INSTALLING A BOLT MEANS FURNISHING

NOTED. PREVIOUSLY USED BOLTS SHALL NOT BE USED FOR PERMANENT

GRADE C NUTS AND ASTM F436 HARDENED WASHERS, UNLESS OTHERWISE

ALL NEW BOLTS SHALL BE ASTM A325, 7/8" DIAMETER WITH ASTM A563

GRADE WITH THE WRITTEN APPROVAL OF THE ENGINEER.

STEEL IS PERMITTED TO BE REPLACED WITH A BETTER AASHTO APPROVED

ALL NEW STEEL SHALL BE ASTM A36 UNLESS OTHERWISE NOTED. ASTM

"TEMPORARY".

ALL MATERIAL SHOWN IS EXISTING, UNLESS DESIGNATED AS "NEW" OR

FIELD WELDING

APPROVAL OF THE ENGINEER.

SPECIFIED ON THE CONTRACT PLANS IS PERMITTED WITHOUT PRIOR WRITTEN

NO WELDING ON ELEMENTS OF THE EXISTING STRUCTURE OTHER THAN THAT

REINFORCING STEEL

REINFORCED CONCRETE

MINIMUM CONCRETE COVER

JOINTS SHALL BE ROUGHENED OVER THE ENTIRE SURFACE TO A ‚" MINIMUM AMPLITUDE.

BE MADE ONLY WITH THE APPROVAL OF THE ENGINEER. ROUGHENED CONSTRUCTION

JOINTS SHALL BE MADE ONLY WHERE SHOWN IN THE PLANS. ADDITIONAL JOINTS SHALL

EXPOSED EDGES SHALL BE CHAMFERED ƒ"xƒ", EXCEPT AS NOTED. CONSTRUCTION

JOINT CLOSURE 1•" MIN. ALL OTHER LOCATIONS 2" (UNLESS OTHERWISE NOTED). ALL

TOP OF DECK SLAB AT DECK JOINT CLOSURE 2•". BOTTOM OF DECK SLAB AT DECK

COUPLERS

SUGGESTED CONCRETE BEAM PROCEDURE

MAINTENANCE OF TRAFFIC (MOT)

COORDINATE ALL REPAIR WORK REQUIRING MOT TO MINIMIZE THE USE OF MOT SETUP.

CONSTRUCTION WORK.

BE SUBJECT TO APPROVAL OF THE ENGINEER PRIOR TO THE BEGINNING OF

PROVISIONS. IF THE CONTRACTOR DEVELOPS AN ALTERNATIVE MOT PLAN, IT SHALL

DOCUMENTS. FOR LANE CLOSURES, WORK HOURS, SEE MOT PLANS AND SPECIAL

SIGN MOUNTINGS SHALL CONFORM TO THE DDOT STANDARDS AND THE CONTRACT

ALL MAINTENANCE AND PROTECTION OF TRAFFIC PROCEDURES, DEVICES, SIGNS AND

TEMPORARY SUPPORT DURING CONSTRUCTION

OF PROVIDING SUFFICIENT TEMPORARY SUPPORTS.

METHODS OF ERECTION DOES NOT ABSOLVE THE CONTRACTOR OF THE RESPONSIBILITY

REVIEW AND APPROVAL BY THE ENGINEER OF CONTRACTOR'S CALCULATIONS AND

BY HIS OPERATIONS.

INTEGRITY OF THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH MAY BE

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STABILITY AND STRUCTURAL

RECONSTRUCTION NOTES

OUTLINE OF THE CONSTRUCTION WORK TO BE PERFORMED.

REPAIR PROCEDURES INCLUDED WITH VARIOUS DETAILS ARE A SUGGESTED GENERAL

PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS.

DETERIORATED CONCRETE THAT WAS NOT INDICATED ON THE CONTRACT DRAWINGS.

QUANTITIES. IMMEDIATELY REPORT TO THE ENGINEER ANY SIGNIFICANT AMOUNT OF

FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK

ALWAYS BE ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. ACTUAL

OF RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF RECONSTRUCTION WORK CANNOT

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT DUE TO THE NATURE

REFERENCE DRAWINGS (AS-BUILT DRAWINGS)

CONTRACTOR'S RISK.

DRAWINGS ARE INCLUDED AT THE END OF THIS SET FOR REFERENCE AT THE

A NUMBER OF ORIGINAL CONSTRUCTION DRAWINGS AND SUBSEQUENT REHABILITATION

PAINT

SECTION OF THE SPECIAL PROVISIONS.

REPAINTING ON THE DRAWINGS FOLLOWING THE METHODS INDICATED IN THE PAINTING

CLEAN AND PAINT ALL NEW STEEL AND EXISTING STEELWORK DESIGNATED FOR

SUGGESTED STRUCTURAL STEEL REPAIR PROCEDURE

VERIFICATION OF EXISTING DIMENSIONS AND ELEVATIONS

VARY AND REQUIRE FIELD VERIFICATION BY THE CONTRACTOR.

ANY DEGREE OF PRECISION. THESE +/- MARKS INDICATE EXISTING DIMENSIONS THAT MAY

OF CONSTRUCTION WORK. ANY +/- MARKS SHOWN WITH DIMENSIONS DOES NOT INDICATE

STRUCTURE SHALL BE CHECKED IN FIELD BY THE CONTRACTOR BEFORE COMMENCEMENT

ALL DIMENSIONS AFFECTED BY THE GEOMETRICS AND/OR LOCATION OF EXISTING

DRAWINGS OF THE ORIGINAL CONSTRUCTION OF I-395 HOV BRIDGE OVER POTOMAC RIVER.

THIS PLAN SET IS PREPARED BASED ON THE INFORMATION SHOWN ON THE CONTRACT

DRILLING HOLES IN CONCRETE

IN THE PRICE BID FOR THE RESPECTIVE PCC ITEMS.

THE COST OF DRILLING HOLES IN EXISTING CONCRETE AND GROUTING SHALL BE INCLUDED

ANCHOR BOLT HOLES

EPOXY MORTAR SHALL BE USED TO FILL HOLES AROUND ANCHOR BOLTS.

UNFILLED HOLES SHALL BE PROTECTED AGAINST RUPTURE IN FREEZING WEATHER.

TEMPLATES SHALL BE USED FOR DRILLING HOLES AND INSTALLING ANCHOR BOLTS.

GROUT

BY ENGINEER.

AND NON-SHRINK GROUT WITH f'c=3,000 PSI MIN. IN 24 HOURS AND APPROVED

GROUT USED FOR SELF LEVELING PADS SHALL BE PRE-PACKED, RAPID STRENGTH

UTILITIES

BE TO CENTER OF BARS UNLESS OTHERWISE NOTED.

OUT-TO-OUT FOR BARS. ALL PLACEMENT DIMENSIONS FOR REINFORCING STEEL SHALL

UNLESS NOTED OTHERWISE. ALL BEND DIMENSIONS FOR REINFORCING STEEL SHALL BE

BENDS AND HOOKS SHALL MEET THE REQUIREMENTS OF AASHTO ARTICLE 5.10.2

60) AND SHALL BE EPOXY COATED, UNLESS OTHERWISE NOTED. AT PIER A CAP, ALL

ALL NEW CONCRETE REINFORCING STEEL SHALL BE AASHTO M31 (ASTM A615, GRADE

ALL MATERIAL SHOWN IS EXISTING, UNLESS DESIGNATED AS "NEW" OR "TEMPORARY".

OF TRAFFIC (MOT) PLANS.

IN CONJUNCTION WITH SUGGESTED SEQUENCE OF CONSTRUCTION AND MAINTENANCE

CONCRETE BEAMS AND REPLACEMENT OF EXISTING BEARINGS SHALL BE PERFORMED

DETAILS REFER TO DRAWING NUMBER ST-DE-68. CONCRETE REPAIR OF PRESTRESSED

ENDS OF PRESTRESSED CONCRETE BEAMS ARE SUBJECT TO REPAIR. FOR REPAIR

SPECIFIED ON THE STANDARD DRAWINGS.

OF THE YIELD STRENGTH OF THE ELEMENTS BEING CONNECTED OR AS

COUPLERS SHALL CONFORM TO ASTM A1035 TENSILE STRENGTH OF 125%

CLASS A (4500 PSI).

(4500 PSI). NEW CONCRETE FOR DIRECTIONAL MEDIANS ON BRIDGE DECK SHALL BE

PSI MIN. IN 24 HOURS. NEW CONCRETE FOR PIER A CAP SHALL BE CLASS B

SHALL BE REPAIR CONCRETE CLASS C (HIGH EARLY STRENGTH) WITH f'c = 3000 f'c = 4500 PSI. NEW CONCRETE AT EXPANSION JOINTS, PIER AND ABUTMENTS

DECK OVERLAY SHALL BE LATEX MODIFIED CONCRETE OVERLAY (CLASS I) WITH

ALL MATERIAL SHOWN IS EXISTING, UNLESS DESIGNATED AS "NEW" OR "TEMPORARY".

AAH 01/19/24AMENDMENT 4-CLARIFICATION ADDED

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

W e d n e s d a y J a n u a ry

:4 p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

G e n e ra l\

P ri n t_ fi le s p

G N N I- S tr u c t_

G e n e ra l_

N o te s R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

PLAN

SPAN 15

130'-0"+

SPAN 14

165'-0"+

SPAN 13

165'-0"+

SPAN 12

145'-0"+

SPAN 11

145'-0"+

SPAN 10

145'-0"+

SPAN 9

165'-0"+

SPAN 8

165'-0"+

SPAN 7

165'-0"+

SPAN 6

165'-0"+

SPAN 5

165'-0"+

SPAN 4

165'-0"+

SPAN 3

165'-0"+

SPAN 2

133'-0"+

3'-0"+

L BRG. S. ABUTMENTC

C C

C L PIER 13C L PIER 12C L PIER 11C L PIER 10C C C C C C C C CL PIER 9

L PIER 8 L PIER 7 L PIER 6 L PIER 5 L PIER 4 L PIER 3 L PIER 2

CL PIER 1

CONCRETE BEAMS

L BRG. PIER C

STEEL GIRDERS

L BRG. PIER C

C

C

CONCRETE BEAMS

L BRG. PIER B

STEEL GIRDERS

L BRG. PIER B

3'-0"+

ELEVATION

ST-GP-02

L PIER AC

C

N. ABUTMENT

L BRG.

UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1

SPAN C

65'-0"+-

SPAN 1

82'-0"+

SPAN B

60'-9"+

SPAN A

60'-9"+- - - - - - - - - - - - - - - - -

L BRG.

S. ABUTMENT

C C L PIER 14C L PIER 13C L PIER 12C L PIER 11C L PIER 10C C C C C C C C

C

L PIER 9 L PIER 8 L PIER 7 L PIER 6 L PIER 5 L PIER 4 L PIER 3

L PIER BCL PIER 1

CL PIER A C

CL PIER 2

L BRG.

N. ABUTMENT

SCALE: 1" = 100'-0"

SCALE: 1" = 100'-0"

L PIER 14

460'-0"+ 435'-0"+ 495'-0"+ 495'-0"+ 380'-0"+

2457'-6"+-

SPAN 14 SPAN 13 SPAN 12 SPAN 11 SPAN 10 SPAN 9 SPAN 8 SPAN 7 SPAN 6 SPAN 5 SPAN 4 SPAN 3 SPAN 2 SPAN 1 SPAN B SPAN A

EJM

AAH

F E E E F E E E E E F E E E E E F F E

SEA WALL

C

SPAN C SPAN 15

E

L BRG.

PIER C

F E F E E F

AAH

KSN

GENERAL PLAN AND ELEVATION

TO ARLINGTON, VA.

MOUNT VERNON TRAIL

PARK TRAIL

ROCK CREEK

L OHIO DRIVE SW

D C

W

S H

IN

G T

ELEV. -2.11

WATER

MEAN LOW

APPROXIMATE RIVERBED

KSN

100' 100'0 200'

SCALE: 1"=100'

(DOLPHINS AT PIERS 10 AND 11 ARE NOT SHOWN FOR CLARITY)

CLEARANCE

14'-0‚" MIN. VERT.

OHIO DRIVE SW HAS NOT BEEN SURVEYED.

EXISTING 6" DIAMETER WATER PIPE UNDER

20'-0" APPROACH SLAB

SLAB

APPROACH

20'-0"

STA. 10+26.25

PROJECT LIMIT

STA. 35+51.22

PROJECT LIMIT

ISLAND

DIRECTIONAL

AAH 01/19/24AMENDMENT 4-CLARIFICATION ADDED

6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

32+00

33+00

34+00

35+00

36+

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

W e d n e s d a y J a n u a ry p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s p

B R S T I-

G n e ra l P la n a n d

E le v a ti o n R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

SCALE: …" = 1'-0"

ST-DE-13

EJM

NAH

KSN

(TYP.)

JACKING BEAM

SCALE: …" = 1'-0"

(TYP.)

JACKING BEAM

(BEAMS AND PILES NOT SHOWN FOR CLARITY)

(TYP.)

COLUMN

JACKING

(TYP.)

BRACING

SUGGESTED JACKING AND TEMPORARY SUPPORT FRAME

PARTIAL PLAN

(TYP.)

BRACING

C

B1B2B3B4B5B6B7B8B9

A1A2A3A4A5A6A7A8

(TYP.)

FOOTING BEAM

PIER A

JACKING AND TEMPORARY SUPPORT

PARTIAL PLAN AND ELEVATION - 1

(TYP.)

JACK

4' 4'0 8'

SCALE: 3/8"=1'-0"

(TYP.)

COLUMN

JACKING

(TYP.)

L BEAM C

(TYP.)

L BEAMS C

CAP

EXISTING

(TYP.)

COLUMN

L EXISTING

FOOTING

EXISTING

BOTTOM OF

ST-DE-16

B A

NOTES:

LOCATION

JACKING AND BLOCKING DATA TABLE

PIER A - SPAN A

PIER A - SPAN B

DC

DEAD LOAD

BEAM REACTIONS (KIPS)*

* ALL LOADING BASED ON WORST CASE FOR EACH SPAN.

KSN

AAH

SUGGESTED JACKING AND TEMPORARY SUPPORT FRAME

NORTH ELEVATION

(TYP.)

BLOCKING

JACK AND

BLOCKING (TYP.)

DESIGN LL

HS-20

50 1

NO. OF

JACKS

PER GIRDER**

MINIMUM JACK CAPACITY SHALL BE 200% OF THE

CALCULATED LIFTING LOAD

ST-DE-13

ST-DE-15ST-DE-13

ST-DE-15ST-DE-13

ST-DE-16ST-DE-13

M A

T C

H L

IN

E

S

A W

IN

U

M B

S

D E

M A

T C

H L

IN

E

S

A W

M B

D E

AT NO ADDITIONAL COST TO THE DEPARTMENT.

RECONSTRUCT THE OPENING AT PIER B TO IT'S ORIGINAL SIZE

RECONSTRUCTION WORK, THE CONTRACTOR IS RESPONSIBLE TO

THE REMAINING PORTION OF PIER B. UPON COMPLETION OF

OF THE ADJUSTED OPENING FOR SAFE LOAD TRANSFER THROUGH

IN THE DISTRICT OF COLUMBIA TO DEMONSTRATE THE ADEQUACY

DRAWINGS STAMPED BY A PROFESSIONAL ENGINEER REGISTERED

DOOR, THE CONTRACTOR SHALL SUBMIT CALCULATIONS AND SHOP

AREA. PRIOR TO MAKING ANY MODIFICATIONS TO THE ENTRANCE

TO ACCOMODATE THE INGRESS AND EGRESS TO THE ENCLOSED

EQUIPMENT, THE ENTRANCE DOOR AT PIER B MAY BE WIDENED

IN CASE OF USE OF LIGHT EXCAVATION MACHINERY AND

FOR ADDITIONAL NOTES, SEE DRAWING NUMBER ST-DE-14.

BLOCKING SHALL NOT BE GREATER THAN 1/8".

IN ELEVATION BETWEEN ADJACENT BEAMS DURING JACKING AND

THAN 1/4" OR AS DIRECTED BY THE ENGINEER. THE DIFFERENCE

BEAMS TO BE JACKED AND BLOCKED WILL BE JACKED MORE

BEEN BLOCKED.

(9:30PM TO 4:00AM) AND MAY BE OPENED AFTER BEAMS HAVE

BRIDGE SHALL BE BRIEFLY STOPPED DURING OVER NIGHT HOURS

CONDITIONS. DURING LIFTING/JACKING OF BEAMS, TRAFFIC ON THE

JACKING SHALL NOT BE PERFORMED DURING ACTIVE TRAFFIC

NUMBER ST-DE-15 FOR EXCAVATION DETAILS.

ACCESS TO EXISTING FOOTING FOR SUPPORT. SEE DRAWING

EXISTING GROUND SHALL BE EXCAVATED AS SHOWN TO ALLOW

(EXISTING SOIL REMOVED TO TOP OF FOOTING)

TEMPORARY SUPPORT SYSTEM NO EARTH SURCHARGE PRESSURE

OF TEMP SUPPORT MAXIMUM 750 PLF FOR SELF-WEIGHT OF

MAXIMUM 4'-6" ECCENTRICITY FROM C.L. OF FOOTING TO C.L.

95 TON PILE CAPACITY (SERVICE)

JACKS.

TOTAL AND MAXIMUM TWO LOADED LANES SUPPORTED BY

DESIGN LIVE LOAD: HS-20 MAXIMUM OF FOUR LOADED LANES

PILE ANALYSIS METHOD: ASD PER AASHTO 2002

ANALYSIS OF THE EXISTING FOUNDATION PILES:

FOR SUPPORT, ASSUME THEFOLLOWING DESIGN PARAMETERS FOR

THE CONCEPTUAL DETAILS SHOWN, USING THE EXISTING FOUNDATION

17TH EDITION.

PER AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES,

BEAMS. THE TEMPORARY SUPPORT SYSTEM SHALL BE DESIGNED

LOADING DURING WORK REQUIRING THE JACKING AND BLOCKING OF

TEMPORARY CONSTRUCTION LOADS AND ALL OTHER ANTICIPATED

BE DESIGNED TO SUPPORT MAXIMUM LIVE LOAD, DEAD LOAD,

DISTRICT OF COLUMBIA. THE TEMPORARY SUPPORT SYSTEM SHALL

STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE

FOR THEIR PROPOSED JACKING AND TEMPORARY SUPPORT SYSTEM,

RESPONSIBLE FOR SUBMITTING CALCULATIONS AND SHOP DRAWINGS

FOR ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR IS

THE SUGGESTED JACKING AND TEMPORARY SUPPORT DETAILS ARE

7.

6.

5.

4.

3.

2.

1.

GROUND PROFILE

PROPOSED

EXISTING AND

APPROXIMATE

AAH 01/19/24AMENDMENT 4-CLARIFICATION ADDED

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

W e d n e s d a y J a n u a ry p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s p

B R S T I- P ie r

A J a c k in g

T e m p o ra ry

S u p p o rt P a rt ia l P la n a n d

E le v a ti o n

1-

R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

ST-DE-14

EJM

NAH

KSN

SCALE: …" = 1'-0"

(TYP.)

JACKING BEAM

(TYP.)

BEAM

FOOTING

(BEAMS AND PILES NOT SHOWN FOR CLARITY)

(TYP.)

COLUMN

JACKING

(TYP.)

BRACING

PIER A

JACKING AND TEMPORARY SUPPORT

PARTIAL PLAN AND ELEVATION - 2

SCALE: …" = 1'-0"

SUGGESTED JACKING AND TEMPORARY SUPPORT FRAME

PARTIAL PLAN

A20 A19 A18 A17 A16 A15 A14 A13 A12 A11 A10 A9

B19B20 B18 B17 B16 B15 B14 B13 B12 B11 B10

(TYP.)

JACKING BEAM

(TYP.)

JACKING COLUMN

( TYP.)

BRACING

I-395 HOV

EXIST. L B

C

(TYP.)

JACK

(TYP.)

BEAM

BLOCKING

4' 4'0 8'

SCALE: 3/8"=1'-0"

L BEAM (TYP.)C

A

B

(TYP.)

L BEAMS C

CAP

EXISTING

COLUMN (TYP.)

L EXISTING

EXISTING FOOTING

BOTTOM OF

SUGGESTED JACKING AND TEMPORARY SUPPORT FRAME

NORTH ELEVATION

LEVEL AND STABLE TEMPORARY SUPPORTS.

THE JACKS AND THE JACKING SUPPORTS SHALL BE STRAIGHT, PLUMB AND PLACED AT LOCATIONS OF

THE CONTRACTOR SHALL PROTECT ALL UTILITIES DURING SHORING AND JACKING OPERATIONS.

ACTIONS AND NOTIFY THE ENGINEER IMMEDIATELY.

JACKING OPERATIONS AT ANY LOCATION ALONG THE SPAN, THE CONTRACTOR SHALL TAKE CORRECTIVE

TO ANY LOCATION ALONG THE SPAN. IF THERE IS ANY EVIDENCE OF DAMAGE OCCURING DURING THE

THE JACKING PROCEDURE SHALL BE MONITORED TO ENSURE THAT JACKING DOES NOT CAUSE DAMAGE1.

2.

3.

NOTES:

KSN

AAH

(TYP.)

BLOCKING

JACK AND

ST-DE-16ST-DE-14

ST-DE-16ST-DE-14

ST-DE-15ST-DE-14

ST-DE-15ST-DE-14

M A

T C

H L

IN

E

S

A W

M B

D E

M A

T C

H L

IN

E

S

A W

M B

D E

GROUND PROFILE

PROPOSED

EXISTING AND

APPROXIMATE

AAH 01/19/24AMENDMENT 4-CLARIFICATION ADDED

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

W e d n e s d a y J a n u a ry

:5 p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s p

B R S T I- P ie r

A J a c k in g

T e m p o ra ry

S u p p o rt P a rt ia l P la n a n d

E le v a ti o n

R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

ST-DE-15

NAH

KSN

SUPPORT (TYP.)

L OF TEMPORARYC

C

TOP OF DECK

BEAM (TYP.)

EXISTING

BEAM (TYP.)

JACKING

(TYP.)

COLUMN

JACKING

(TYP.)

BRACING

(TYP.)

BEAM

FOOTING

EXISTING FOOTING

MIN.

2'-0"

SCALE: •" = 1'-0"

SUPPORT (TYP.)

L OF TEMPORARYC

C

TOP OF DECK

BEAM (TYP.)

EXISTING

BEAM (TYP.)

JACKING

(TYP.)

COLUMN

JACKING

(TYP.)

BEAM

FOOTING

EXISTING FOOTING

MIN.

2'-0"

BRACKET

(TYP.)

BRACING

PIER A

JACKING AND TEMPORARY SUPPORT

DETAILS - 1

2' 2'0 4'

SCALE: 1/2"=1'-0"

L PIER A

END OF BEAM

RECONSTRUCTED

BE DEMOLISHED AND

EXISTING CAP TO

JACK OR BLOCKING (TYP.)

(SEE NOTE 2)(TYP.)

ANCHOR, DRILLED AND GROUTED

ST-DE-16

ASECTION

SCALE: •" = 1'-0"

SECTION B

END OF BEAM

RECONSTRUCTED

BE DEMOLISHED AND

EXISTING CAP TO

(SEE NOTE 2)(TYP.)

ANCHOR, DRILLED AND GROUTED

JACK OR BLOCKING (TYP.)

NOTES:

KSN

AAH

L PIER A

SPAN B

4'-6" MAX.

SPAN A

4'-6" MAX.

SPAN B

4'-6" MAX.

SPAN A

4'-6" MAX.

ST-DE-13

ST-DE-14

ST-DE-15 ST-DE-13

ST-DE-14

ST-DE-15

ST-DE-15 ST-DE-16ST-DE-15

ST-DE-15ST-DE-16

TYP.

1.5

1.5

EXCAVATION DETAIL

4' 4'0 8'

SCALE: 1/4"=1'-0"

SCALE: ‚" = 1'-0"

2' 2'0 4'

SCALE: 1/2"=1'-0"

7'-6"±

BE PERFORMED CONCURRENTLY.

OF PIER A. DISENGAGEMENT OF JACKING SYSTEM ON BOTH SIDES OF PIER A SHALL ALSO

JACKING AND LIFTING OF THE BEAMS SHALL BE PERFORMED CONCURRENTLY ON BOTH SIDES

AND OBSERVE ALL PHASES OF CHEMICAL ANCHOR INSTALLATION INCLUDING HOLE CLEANING.

OF MANUFACTURER TRAINING AND/OR A MANUFACTURER REPRESENTATIVE SHALL BE ONSITE

COMPLIANCE WITH THE MANUFACTURER REQUIREMENTS. INSTALLERS SHALL FURNISH EVIDENCE

DIAMETER, ANCHORAGE LENGTH, INSTALLATION AND CLEANING PROCEDURE SHALL BE IN STRICT

SHALL BE USED TO BOND THE ANCHOR RODS INTO EXISTING CONCRETE. THE DRILLED HOLE

AN APPROVED CHEMICAL ANCHOR SYSTEM, IN COMPLIANCE WITH PROJECT SPECIAL PROVISIONS

SEE DRAWING NUMBERS ST-DE-13 AND ST-DE-14 FOR ADDITIONAL NOTES.

3.

2.

1.

AND BEARING REPLACEMENT

CAP RECONSTRUCTION

COMPLETION OF PIER

BACKFILLED UPON

EXCAVATED AND

GROUNDLINE TO BE

APPROXIMATE EXISTING

AAH 01/19/24

AND BEARING REPLACEMENT

CAP RECONSTRUCTION

COMPLETION OF PIER

BACKFILLED UPON

EXCAVATED AND

GROUNDLINE TO BE

APPROXIMATE EXISTING

AMENDMENT 4-CLARIFICATION ADDED

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

W e d n e s d a y J a n u a ry

:5

A

M p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s p

B R S T I- P ie r

A J a c k in g a n d

T e m p o ra ry

S u p p o rt

D e ta ils

1-

R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

ST-DE-68

SCALE: 1" = 1'-0"

PRESTRESSED CONCRETE BEAM

REPAIR DETAILS

AAH

KSN

BAP

NAH

EJM

1' 1'0 2'

SCALE: 1"=1'-0"

CONCRETE BEAM END REPAIR

LIMITS OF PRESTRESSED

2'-6" MAX.

C

END OF BEAM

1'-0"±

DIAPHRAGM

CONCRETE END

BE REPLACED

EXISTING CAP TO

L PIERC

L BRG. SPAN A

CONCRETE BEAM END REPAIR

LIMITS OF PRESTRESSED

END OF BEAM

L BRG.C

1'-0"±

DIAPHRAGM

CONCRETE END

ABUTMENT

PIER B OR NORTH

SCALE: 1" = 1'-0"

1' 1'0 2'

SCALE: 1"=1'-0"

(PIER B SHOWN, NORTH ABUTMENT SIMILAR)(SPAN A SHOWN, SPAN B SIMILAR)

A

A

A

A

CONCRETE BEAM END REPAIR

LIMITS OF PRESTRESSED

1'-6" MAX.

C

END OF BEAM

B

B

L BRG.

1'-0"±

DIAPHRAGM

CONCRETE END

SCALE: 1" = 1'-0"

1' 1'0 2'

SCALE: 1"=1'-0"

(PIER C SHOWN, SOUTH ABUTMENT SIMILAR)

NOTES FOR PRESTRESSED CONCRETE BEAM END REPAIRS:

1.

2.

3.

4.

5.

6.

7.

8.

9.

NOTES:

IN THE FIELD

TO BE DETERMINED

IN THE FIELD

TO BE DETERMINED

IN THE FIELD

TO BE DETERMINED

IN THE FIELD

TO BE DETERMINED

SECTION A-A

2' 2'0 4'

SCALE: 1/2"=1'-0"

SECTION A-A

2' 2'0 4'

SCALE: 1/2"=1'-0"

(BEAMS B2 THRU B19)(BEAMS A1 THRU A20

BEAMS B1 AND B20)

SECTION B-B

2' 2'0 4'

SCALE: 1/2"=1'-0"

(BEAMS C1 AND C13)

SECTION B-B

2' 2'0 4'

SCALE: 1/2"=1'-0"

(BEAMS C2 THRU C12)

2'-6" MAX.*

WHICH THE MAXIMUM LENGTH IS 4'-3"

* EXCEPT FOR BEAM 2 AT PIER B,

ABUTMENT

PIER C OR SOUTH

NUMBER ST-DE-69.

REPLACED. SEE DRAWING

EXISTING BEARING TO BE

TYPE A REPAIR PIER A ELEVATION

NUMBER ST-DE-69.

REPLACED. SEE DRAWING

EXISTING BEARING TO BE

TYPE A REPAIR PIER B ELEVATION

SEE DRAWING NUMBER ST-DE-69.

SOUTH ABUTMENT TO BE REPLACED.

ST-DE-70. EXISTING BEARING AT

BE REPAIRED. SEE DRAWING NUMBER

EXISTING BEARING AT PIER C TO

TYPE B REPAIR PIER C ELEVATION

PRESTRESSED CONCRETE BEAM END REPAIR

AREAS TO BE REPAIRED AS PART OF

DENOTES TYPICAL SPALLED OR DELAMINATED

LEGEND

ABUTMENTS AND PIER B, SEE DRAWING NUMBERS ST-DE-71 AND ST-DE-72.

AND BEARING REPLACEMENT. FOR JACKING AND BLOCKING DETAILS AT NORTH AND SOUTH

REPAIR AT NORTH AND SOUTH ABUTMENTS AND PIER B SHOULD OCCUR AFTER JACKING

SEE DRAWING NUMBER ST-DE-52 FOR BEAM END REPAIR LOCATIONS.

STRENGTH.

HIGHWAY OR VEHICULAR TRAFFIC UNTIL THE CONCRETE HAS OBTAINED 3,000 PSI

THE REPAIRED BEAM ENDS SHALL NOT BE SUBJECT TO THE LOADING EFFECTS OF

REPAIR CONSISTENT WITH SECTION 703.26 OF THE SPECIFICATIONS.

COMPRESSIVE STRENGTH OF 3,000 PSI (24 HOURS), SHALL BE USED FOR BEAM END

SELF CONSOLIDATING CONCRETE, CLASS C HIGH EARLY STRENGTH WITH 28 DAY

PLASTIC CONCRETE.

IN A MANNER AS TO PROVIDE ADEQUATE VIBRATION AND CONSOLIDATION FOR THE

MEANS. A 3/4" CHAMFER SHALL BE ON ALL CORNERS. FORMS SHALL BE FABRICATED

PLACED UNDER A SLIGHT "HEAD" OF PRESSURE BY MEANS OF A "HOPPER" OR OTHER

FORMING SHALL BE DONE IN A MANNER SUCH THAT THE TOP CONCRETE CAN BE

SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED REINFORCING STEEL.

BY NEW SIMILAR SIZED REBAR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR

REBAR WITH SECTION LOSS OF 25% OR MORE DUE TO CORROSION SHALL BE LAPPED

EXPOSED EXISTING REINFORCEMENT SHALL BE SAND BLASTED AND CLEANED. ANY

AFTER REMOVAL OF ALL DETERIORATED, SPALLED AND DELAMINATED CONCRETE, ALL

BE EXACTLY IN ACCORDANCE WITH THE ORIGINAL PLAN.

THE ACTUAL LOCATIONS AND CONDITION OF THE EXPOSED REINFORCING STEEL MAY NOT

SHALL BE CLEAN, DRY AND FREE OF OIL, GREASE AND OTHER FOREIGN MATTER.

THE METHOD OF REMOVAL SHALL BE AT THE APPROVAL OF THE ENGINEER. SURFACE

REMAINING CONCRETE AND REINFORCING STEEL WILL NOT BE DAMAGED.

EXISTING MATERIAL SHALL BE DONE WITH LIGHT POWER TOOLS IN A MANNER THAT THE

CONTRACTOR HAS REMOVED THE LOOSE OR SPALLED MATERIAL. FINAL REMOVAL OF THE

TO VERTICAL AND HORIZONTAL PATTERN AS ESTABLISHED BY THE ENGINEER AFTER THE

OF CONCRETE TO BE REMOVED. THE PATTERN OF THE REMOVAL SHALL GENERALLY BE

POSSIBLE OR LINE DRILLED WITH 5/8" DIAMETER DRILL TO "SQUARE" OUT THE SECTION

BEAMS SHALL BE CAREFULLY AND NEATLY SAWN TO A DEPTH OF 1" ALL AROUND WHERE

SHORING IS PLACED ON BOTH SIDES OF THE PIER.

ST-DE-11 THRU ST-DE-18. BEAM REPAIR AT PIER A SHALL BE PERFORMED AFTER TEMPORARY

BEAM END REPAIRS AT PIER A SHALL BE PERFORMED CONSISTENT WITH DRAWING NUMBERS

REPAIR.

EXACT. FINAL DETAILS WILL BE DETERMINED BY THE ENGINEER FOR EACH BEAM END

THE ILLUSTRATIONS IN THESE VIEWS ARE GENERAL AND SHOULD NOT BE CONSIDERED

SUPPORT

AMENDMENT 4 - CORRECTION AAH 01/19/24

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

T u e s d a y J a n u a ry

:3 p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s 1-p B

R S T I-

P re s tr e s s d o n c re te

B e a m p a ir R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

ST-DE-73

BRIDGE SCUPPER REPAIR DETAILS - 1

1.

1.

8" PIPE

EXIST.

8" PIPE

EXIST.

LINE C

LINE B

LINE A

65'-0"±

SPAN C

EXIST.

M.H.

#B-13

8" PIPE

REPLACED

130'-0"±

SPAN 15

165'-0"±

SPAN 14

165'-0"±

SPAN 13

145'-0"±

SPAN 12

145'-0"±

SPAN 11

145'-0"±

SPAN 10

165'-0"±

SPAN 9

165'-0"±

SPAN 8

165'-0"±

SPAN 7

165'-0"±

SPAN 6

165'-0"±

SPAN 5

165'-0"±

SPAN 4

165'-0"±

SPAN 3

133'-0"±

SPAN 2

82'-0"±

SPAN 1

60'-9"±

SPAN B

60'-9"±

SPAN A

REPLACED

8" PIPE

REPLACED

8" PIPE

REPLACED

8" PIPE

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

M A

T

E

S

T A

M A

T

E

S

T A

SOUTH ABUTMENT PIER C PIER 14 PIER 13 PIER 12 PIER 11 PIER 10 PIER 9 PIER 8

PIER 7 PIER 6 PIER 5 PIER 4 PIER 3

PIER 2

PIER 1

PIER B

PIER A

NORTH ABUTMENT

EXISTING SCUPPER (PIPE CONNECTED)

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A 1+

.0

S T

A

.0

S T

A 1+

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

STA. 29+50.00

S T

A

.0

S T

A

.0

S T

A

.0

S T

A

.0

S T

A 1+

.0

S

T A 1+

.0

0 S T

A 1+

.0

S T

A 1+

.0

S T

A .0

S T

A .0

S T

A .0

STA. 33+27.00

S T

A .0

S T

A .0

S T

A .0

LINE D

S T

A .0

S T

A .0

S T

A .0

STA. 33+77.00

STA. 34+38.00

STA. 34+89.00

END

BARRIER

L CAPC

CONNECT

TO 8"

PIPE

19'-6"

REPLACED 8" PIPE

REPLACE DOWNSPOUT

BELOW SCUPPER, TYP.

19'-6"

REPLACED 8" PIPE

END OF 10"

TROUGH, TYP.

STA. 32+77.00

REPLACED

8" PIPE

DRAINAGE SYSTEM

DISCONNECTED FROM

EXIST. LINE TO BE

NEW LINE E

EXISTING SCUPPER (DRAINED TO RIVER)

40' 40'0 80'

SCALE: 1"=40'

M A

T

E

S

T A

M A

T

E

S

T A

N

AAH

KSN

YL

KSN

EJM

8" PIPE

REPLACED

AAH 01/19/24

ABANDONED

ABANDONED

NOTE:

FOR DRAINAGE REPLACEMENT DETAILS, SEE DRAWING NUMBERS ST-DE-74

AND ST-DE-75.

THE PROPOSED DRAIN PIPES MAY BE RELOCATED TO MISS THE BEAM.

STATIONS ARE GIVEN WITH RESPECT TO CORRESPONDING BASE LINES OR

WORKING LINE.

FOR SEQUENCE OF CONSTRUCTION, SEE DRAWING NUMBERS ST-SC-05

THRU ST-SC-08.

DRAIN PIPE AND SCUPPER SHALL BE GRAY IRON CASTINGS MEETING THE

REQUIREMENTS OF AASHTO M 105, CLASS 30A (ASTM A48, CLASS 30A).

ELEVATIONS PROVIDED ARE APPROXIMATE. CONTRACTOR SHALL VERIFY

ACTUAL FIELD CONDITIONS AND MAKE ADJUSTMENTS AS REQUIRED FOR

PROPER FIT.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING ALL

COMPONENTS OF THE DRAINAGE COLLECTOR PIPE ASSEMBLIES AND OTHER

DETAILS AS REQUIRED.

AMENDMENT 4 - SHEET UPDATED

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

T u e s d a y J a n u a ry

:4

P

M p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s p

B R S T I-

B ri d g e

S c u p p e r

R e p a ir D e ta ils 1-

R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

22+00 23+00 25+00 26+00 27+00 28+00 30+00

B A

NA

32+00

33+00

36+

KSN

YL

ST-DE-74

BRIDGE SCUPPER REPAIR DETAILS - 2

DRAINAGE PIPE DETAIL

TYPICAL SOUTH ABUTMENT

LINE A - NORTH ABUTMENT

LINE B - NORTH ABUTMENT

PIPE TYP.

REPLACE 8"

COUPLING

EXPANSION

REPLACE PIPE

PIER C

C

ROD TYP.

REPLACE ‡"o

SCUPPER TYP.

REPLACE 8" PLUG

TYP.

HANGER 10' C/C MAX.

REPLACE SPLIT RING

PIPE TYP.

REPLACE 8"

PIER A

C.I. WYE TYP.

REPLACE 8"X8"

C.I. WYE TYP.

REPLACE 8"X8"

TYP.

HANGER 10' C/C MAX.

REPLACE SPLIT RING

PIER B

PIER 1

C

ROD TYP.

REPLACE ‡"o

C C C C

PIPE TYP.

REPLACE 8"

COUPLING

EXPANSION

REPLACE PIPE

C.I. WYE TYP.

REPLACE 8"X8"

PIER A

PIER B PIER 1

ROD TYP.

REPLACE ‡"o

TYP.

HANGER 10' C/C MAX.

REPLACE SPLIT RING

A

BEND

8" C.I. ‚

REPLACE

ABUTMENT

SOUTH

REPLACE 8" PIPE TYP.

DRAINAGE SYSTEM

DISCONNECTED FROM

EXIST. LINE E TO BE

ABUTMENT

NORTH

NEW LINE E

WYE WITH 8" PLUG

REPLACE 8" C.I.

EXPANSION COUPLING

REPLACE PIPE

C C C

SCUPPER TYP.

REPLACE 8" PLUG

REPLACE 8" PIPE TYP.

ABUTMENT

NORTH

NEW LINE E

SCUPPER TYP.

REPLACE 8" PLUG

REPLACE 8" PIPE TYP.

DIRECTION

FLOW

10" C.I.P.

LINE A

INLET FROM

LINE B

INLET FROM

LINE C

INLET FROM

LINE D

INLET FROM

10" C.I.P.

NEW LINE E

10" PLUG

NORTH ABUTMENT

OF BACKWALL

FRONT FACE

8"X10" C.I. WYE

PLAN - NEW LINE E

INSERT TYP.

SCREW-TYPE CONCRETE

10" C/C MAX.

‡" o ROD, TYP.

TYP.

SPLIT RING

LINE A 8" C.I.P.

L INLET FROMC

LINE B 8" C.I.P.

L INLET FROMC

LINE C 8" C.I.P.

L INLET FROMC

LINE D 8" C.I.P.

L INLET FROMC

10" PLUG

HANGER, TYP.

SPLIT RING

10" C.I.P.

NEW LINE E

FOUNDATION

ELEVATION - NEW LINE E

OUTLET 10" C.I.P.

NEW LINE E

VIEW C-C

4' 4'0 8'

SCALE: 1/4"=1'-0"

ST-DE-74 ST-DE-75

2% MIN. SLOPE

ELEV. 29.56±

STA. 11+25.00

DRAIN INLET

L EXISTING

ELEV. 30.29±

STA. 11+75.00

L EXISTING DRAIN INLET

2% MIN. SLOPE

ELEV. 24.50±

STA. 33+77.00

DRAIN INLET

L EXISTING

ELEV. 25.40±

STA. 33+27.00

DRAIN INLET

L EXISTING

ELEV. 26.07±

STA. 32+77.00

L EXISTING DRAIN INLET

2% MIN. SLOPE

ELEV. 23.00±

STA. 34+89.00

DRAIN INLET

L EXISTING

ELEV. 24.77±

STA. 34+38.00

DRAIN INLET

L EXISTING

ELEV. 26.18±

STA. 33+87.00

DRAIN INLET

L EXISTING

ELEV. 27.27±

STA. 33+37.00

L EXISTING DRAIN INLET

2% MIN. SLOPE

M A

X

1'

FINISH GRADE

BLOCK

CONCRETE SPLASH

THRU THE WALL

DRILL 12" OPENING

OF AASHTO M 105, CLASS 30A (ASTM A48, CLASS 3DAI).

DRAIN PIPE SHALL BE GRAY IRON CASTINGS MEETING THE REQUIREMENTS

MATERIAL:

SEE DRAWING NUMBER ST-DE-73.

FOR LOCATION OF PIPE BETWEEN GIRDERS,

NOTE:

AAH 01/19/24AMENDMENT 4 - SHEET UPDATED

VERTICAL DRAINAGE PIPE.

THE LOCATION OF EXISTING

IRON PIPE (C.I.P.) SHALL MATCH

THE LOCATION OF VERTICAL CAST

EXIST.

DRAINAGE SYSTEM

DISCONNECTED FROM

EXIST. LINE E TO BE

EXIST.

EXIST.

EXIST. GROUND

TYP.

VERTICAL PIPE

REPLACE EXIST.

TYP.

HORIZONTAL PIPE

REPLACE EXIST.

REPLACEMENT

REPLACEMENT

8" PIPE

REPLACE

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

F ri d a y J a n u a ry

:4

P

M p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s p

B R S T I-

B ri d g e

S c u p p e r

R e p a ir D e ta ils R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

KSN

YL

ST-DE-75

BRIDGE SCUPPER REPAIR DETAILS - 3

REPLACE 8"

PIPE TYP.

REPLACE PIPE

EXPANSION

COUPLING

PIER A

C C

C C

C

C

REPLACE 8"X8"

C.I. WYE TYP.

PIER B

REPLACE ‡"o

ROD TYP.

SCUPPER TYP.

REPLACE 8"

PIPE TYP.

REPLACE 8" PLUG

REPLACE SPLIT RING

HANGER 10' C/C MAX.

TYP.

PIER 1

PIER A

SCUPPER TYP.

REPLACE 8"

PIPE TYP.

REPLACE 8" PLUG

REPLACE SPLIT RING

HANGER 10' C/C MAX.

TYP.

LINE C - NORTH ABUTMENT

LINE D - NORTH ABUTMENT

SCUPPER

REPLACE 8"

„ BEND

REPLACE SPLIT-RING

HANGER

REPLACE 8" PIPE

DRAIN TO RIVER

L EXTERIOR

GIRDER

C

REPLACE SPLIT-RING

HANGER

REPLACE 8" PIPE

REPLACE

2•"x•" BAR

1'

DOWNSPOUT DETAIL

REPLACE 6"x8"

SANITARY BRANCH

C L DRAIN

INLET TYP.

FLOW LINE

REPLACE 8" PIPE

REPLACE 8"X8"

C.I. WYE TYP.

REPLACE

ˆ BEND

10'-0"

C E

N T

F

S

C U

P P

E R

S T

A

.0

REPLACE

ˆ BEND

W.I. PIPE

REPLACE 4"

6" W.I. TROUGH

REPLACE 6" PIPE

SANITARY BRANCH

REPLACE 6"x8"

VIEW B

6" W.I. TROUGH

W.I. PIPE

REPLACE 4"

REPLACE 6" PIPE

SANITARY BRANCH

REPLACE 6"x8"

REPLACE 8" PLUG

REPLACE 8" PIPE

DRAIN TO RIVER

PIER 3 AND 9

DRAIN PIPE DETAILS

DRAINAGE SYSTEM

DISCONNECTED FROM

EXIST. LINE E TO BE

NORTH

ABUTMENT

NEW LINE E

NORTH

ABUTMENT

NEW LINE E

1'-5‡"±

B B

A

ST-DE-74

SCALE: ƒ" = 1'-0"

DETAIL - PLAN

(ELEVATION)

(ELEVATION)SCALE: ƒ" = 1'-0" SCALE: ƒ" = 1'-0"

SCALE: …" = 1'-0"

SCALE: …" = 1'-0"

SCALE: ƒ" = 1'-0"

2' 2'0 4'

SCALE: 3/4"=1'-0"

2' 2'0 4'

SCALE: 3/4"=1'-0"

2' 2'0 4'

SCALE: 3/4"=1'-0"

2' 2'0 4'

SCALE: 3/4"=1'-0"

4' 4'0 8'

SCALE: 3/8"=1'-0"

4' 4'0 8'

SCALE: 3/8"=1'-0"

ST-DE-75

2% MIN. SLOPE

L EXISTING DRAIN INLET

STA. 34+75.00

ELEV. 24.83±

L EXISTING DRAIN INLET

STA. 34+25.00

ELEV. 26.45±

L EXISTING DRAIN INLET

STA. 33+75.00

ELEV. 28.80

L EXISTING DRAIN INLET

STA. 33+25.00

ELEV. 28.87±

L EXISTING DRAIN INLET

STA. 32+75.00

ELEV. 29.62±

2% MIN. SLOPE

L EXISTING DRAIN INLET

STA. 34+83.00

ELEV. 27.07±

6" MIN.

BOTTOM OF FLANGE

MAIN GIRDER

6" MIN.

FOR LOCATION OF PIPE BETWEEN GIRDERS, SEE DRAWING NUMBER ST-DE-73.

NOTE:

EXIST.

AAH 01/19/24AMENDMENT 4 - SHEET UPDATED

DRAINAGE SYSTEM

DISCONNECTED FROM

EXIST. LINE E TO BE

EXIST.

L PIER C C

VERTICAL DRAINAGE PIPE.

THE LOCATION OF EXISTING

IRON PIPE (C.I.P.) SHALL MATCH

THE LOCATION OF VERTICAL CAST

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

F ri d a y J a n u a ry

:5

P

M p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s p

B R S T I-

B ri d g e

S c u p p e r

R e p a ir D e ta ils R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

I-395 HOV

PLAN - PIER 10

(LOOKING NORTH)

(LOOKING NORTH)

I-395 HOV

ELEVATION - PIER 10

(LOOKING NORTH)

I-395 SOUTHBOUND

PLAN - PIER 10

(LOOKING NORTH)

I-395 SOUTHBOUND

ELEVATION - PIER 10

EL. 13.26±

TOP OF FENDER

EL. -4.61±

EL. 15.26±

KSN

MRA

EJM

AAH

11'-0"±

A

ST-DE-77

TYP.

(SEE NOTES)

DETAIL

PILE JACKETING

8' 8'0 16'

SCALE: 1/8"=1'-0"

FENDER DEMOLITION

ST-DE-76

N

CLR.

5'-0"±

B

REMOVED AND REPLACED

10 AND 11 TO BE

CHANNEL SIDE OF PIERS

FENDERS LOCATED ON

6"x10" FRPL LAGS

TO BE REPLACED BY

EXISTING TIMBER LAGGING

TO BE REPLACED (TYP.)

EXISTING PLANK WALK (3-3"x8")

2'-6"±

6'-0"±

2'-10•"± 4'-0"± 2'-6"±

6'-0"±

3'-0"±

INSPECTION REPORT)

AND 2021 UNDERWATER

(ACCORDING TO 2017

AT PIER 11 NORTH FACE

APPROXIMATE MUDLINE

(TYP.)

NAVIGATION LIGHT

TO BE REPLACED (TYP.)

EXISTING ALUMINUM PLATES

L PIERC

4'-2"±

L EXIST. LADDERC

PILE REPAIR (TYP.)

GALV. WIRE ROPE AFTER

REPLACED BY 12 TURNS OF

EXISTING WIRE ROPE TO BE

NOTES:

L PIERC

INSPECTION REPORT)

AND 2021 UNDERWATER

(ACCORDING TO 2017

AT PIER 10 SOUTH FACE

APPROXIMATE MUDLINE

17'-3"±

EXISTING LADDER RUNGS (TYP.)

FACE OF EXISTING PIER (TYP.)

17'-4•"±

CLR.

5'-0"±

1' (T

Y P

(T

Y P

3'-4•"±

= 24'-0"±

4 SPA. @ 6'-0"±

= 24'-0"±

4 SPA. @ 6'-0"±

F

E N

D E

R S

C L

R

F A

C E

= 84'-0"±

14 SPA. @ 6'-0"±

3'-4•"±

EL. 0.00±

EL. -28.00±

EL. -34.00±

EL. -47.00±

EL. -31.00±

EL. -37.00±

EL. -47.00±

L PIERC

4'-2"±

L EXIST. LADDERC

EXISTING STRUCTURE

NEW STRUCTURE

YL

M.L.W. EL. -2.11±

ST-DE-76

ST-DE-77ST-DE-76

(TYP.)

PILE DOLPHIN

EXISTING 19

12"x12" FRPL SHAPE (TYP.)

TO BE REPLACED BY

EXISTING FILLER BLOCK

SHAPES (TYP.)

BY 12"x12"-4F08 FRPL

POSTS TO BE REPLACED

EXISTING 12"x12" TIMBER

SHAPES (TYP.)

TO BE REPLACED BY 12"x12" FRPL

EXISTING 12"x12" TIMBER SUPPORT

FRPL SHAPES (TYP.)

BY (2-8"x12"-4F08)

TO BE REPLACED

TIMBER SUPPORTS

EXISTING 2-6"x12"

FRPL SHAPES (TYP.)

BE REPLACED BY 12"x12"-4F08

EXISTING 12"x12" TIMBER TIES TO

7.

6.

5.

4.

3.

2.

1.

FOR DOLPHIN PILE JACKETING DETAILS, SEE DRAWING NUMBER ST-DE-78.

FOR FENDER REPLACEMENT DETAILS, SEE DRAWING NUMBER ST-DE-77.

THE CONTRACTOR SHALL PRESERVE ALL UTILITY LINES AND THEIR SUPPORTS.

THE CORRESPONDING TIMBER COMPONENTS TO RESIST IMPACT FORCES.

THE FENDER SYSTEM HAVE EQUIVALENT OR HIGHER MECHANICALSTRENGTH COMPARED TO

THE CONTRACTOR SHALL VERIFY ALL FRP COMPONENTS THAT ARE USED TO REPLACE

AND PROPERTIES.

SEE SPECIAL PROVISIONS FOR FIBERGLASS REINFORCED PLASTIC LUMBER (FRPL) MATERIALS

FRPL LAGS SHALL HAVE WEATHERED WOOD COLOR.

SHALL BE REMOVED AND REPLACED BY FRP COMPOSITE COMPONENTS. THE FRONT 6"x10"

THE ENTIRE FENDER SYSTEM INCLUDING TIMBER LAGS, WALES, SUPPORTS AND BLOCKS

PIER 10 SOUTH FACE FENDER SYSTEM SHOWN. PIER 11 NORTH FACE IS SIMILAR.

10 AND 12 TO BE DEMOLISHED

EXISTING FENDER SYSTEM AT SPANS

AMENDMENT 4 - CORRECTION AAH 01/19/24

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

T u e s d a y J a n u a ry

:3 p

D p w V

A N

V A 1P

W

IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s p

B R S T I-

F e n d e r

D e m o lit io n R 1.

d g n

D D

O T p d f_

H a lf

M o n o .p lt

P

IV

E R

D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

ELEV. 15.26±

ELEV. 13.26±

FACE OF PIER

ELEV. 13.26±

ELEV. 12.76±

2'-6"±

ST-DE-77

FENDER REPLACEMENT DETAILS

KSN

MRA

EJM

AAH

(TYP.)

PLATES TO BE REPLACED

EXISTING 12"x…" ALUMINUM

NOTES:

2.

1.

EXISTING 1„"o BOLTS (TYP.)

BLOCK TO BE REPLACED (TYP.)

EXISTING 12"x12" TIMBER SUPPORT

TO BE REPLACED

EXISTING PLANK WALK

L PIERC

TO REMAIN SEE NOTE 1 (TYP.)

EXISTING FENDER PILE

TO BE REPLACED (TYP.)

EXISTING TIMBER SUPPORTS (2-6"x12")

TO BE REPLACED (TYP.)

EXISTING 6"x10" TIMBER LAGS

1'-3"± 1'-3"±

3'-7"± 3'-7"±

ASECTION

ST-DE-76

SCALE: ‚" = 1'-0"

L PIERC

NEW PLANK WALK

SUPPORT BLOCK (TYP.)

NEW 12"x12" FRPL SHAPE

TO REMAIN SEE NOTE 1 (TYP.)

EXISTING FENDER PILE

@ 11" C/C (TYP.)

NEW 6"x10" FRPL LAGS

EXISTING

TO BE REPLACED

EXISTING TIMBER (2-6"x10")

TO BE REPLACED (TYP.)

EXISTING 6"x10" TIMBER LAGS

BLOCK TO BE REPLACED

EXISTING 6"x12" TIMBER SUPPORT

TO BE REPLACED (TYP.)

EXISTING 12"x12" TIMBER WALES

TO BE REPLACED (TYP.)

EXISTING 12"x12" TIMBER SUPPORTS

EXISTING NEW

SECTION

SCALE: ‚" = 1'-0"

B

ELEV. 13.26±

ELEV. 12.76±

PLATES (TYP.)

NEW 12"x…" ALUMINUM

@ 11" C/C (TYP.)

NEW 6"x10" FRPL LAGS 2'-6"±

EXISTING STRUCTURE

NEW STRUCTURE

4' 4'0 8'

SCALE: 1/4"=1'-0"

ELEV. 15.26±

ELEV. 13.26±

EXISTING 1„"o BOLTS (TYP.)

YL

ST-DE-77

ST-DE-76 ST-DE-77

1'-3"± 1'-3"±

3'-7"± 3'-7"±

NEW

SHAPE SUPPORT (TYP.)

NEW (2-8"x12"-4F08) FRPL

SHAPES (TYP.)

NEW (2-6"x10") FRPL

SUPPORT BLOCK

NEW 6"x12" FRPL SHAPE

SHAPE WALES (TYP.)

NEW 12"x12"-4F08 FRPL

SHAPE SUPPORT (TYP.)

NEW 12"x12"-4F08 FRPL

LIGHTS AND THEIR SUPPORTS AT PIERS 10 AND 11 EAST END.

THE CONTRACTOR SHALL REPLACE NON-FUNCTIONING NAVIGATIONAL

OF RECORD FOR FURTHER EVALUATION.

SECTION LOSS IN EXISTING FENDER PILES TO THE ENGINEER

THE CONTRACTOR SHALL REPORT ANY DEFICIENCY AND/OR

(SEE NOTE 2)

EXISTING NAVIGATION LIGHT (SEE NOTE 2)

EXISTING NAVIGATION LIGHT

AAH 01/19/24AMENDMENT 4-CLARIFICATION ADDED

T Y

P

DIVISION CHIEF

DATE

FILE

DESIGNED BY

CHECKED BY

DRAWN BY

PROJECT MGR.

STATEREG

SHEETS

TOTAL

NO.

SHEET

PROJECT

NO. DESCRIPTION NAME DATE

REVISIONS

P

B L E

D D

O T n a m e s u b .t b l

W e d n e s d a y J a n u a ry

:0 p

D p w V

A N

V A 1P

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IN

T 1.

P a rs o n s .c o m :W a s h in g

D o c u m e n ts I-

V

B ri d g e s ig n

C

A D

S tr u c tu re s P ri n t_ fi le s p

B R S T I-

F e n d e r

R e p la c e m e n t D e ta ils R 1.

d g n

D D

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M o n o .p lt

P

IV

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D.C.

SHEET OF

(202) 775-3300

WASHINGTON, DC 20003

100 M St. SE

PROJECT ENG.

OVER POTOMAC RIVER

REHABILITATION PROJECT

I-395 HOV BRIDGE

DDOT BRIDGE NO. 0169-1

109STP-3951(168)

INFRASTRUCTURE PROJECT MANAGEMENT ADMINISTRATION

D.C. DEPARTMENT OF TRANSPORTATION

RW-GN-01

GENERAL NOTES

CIVIL AND MAINTENANCE OF TRAFFIC

EXISTING PAVEMENT BASE

N.T.S.

SUGGESTED SEQUENCE OF CONSTRUCTION:ROADWAY GENERAL NOTES: MAINTENANCE OF TRAFFIC NOTES:

ROADWAY TO TRAFFIC.

TRAILS IN NATIONAL PARK SERVICE PROPERTY; AND PERMANENT OPENING OF THE

MAINTAINING ALL MODES OF TRAFFIC ON THE BRIDGE, ON OHIO DRIVE, AND ON

FINAL SIGNING AND PAVEMENT MARKINGS PLANS UNDER TRAFFIC, WHILE

INSTALLATION OF PERMANENT SIGNING AND PAVEMENT MARKINGS AS SHOWN ON

PHASE 4 INCLUDES COMPLETE REMOVAL/CLEAN UP OF THE WORK ZONE;

PHASE 4:

REPAIR/REPLACE EXISTING SCUPPER AND STORMDRAIN SYSTEM.

PERFORM NECESSARY UTILITY REPAIR WORK, OUTSIDE LIGHTING UPGRADING, AND

PLANS AND PHASE 3 MAINTENANCE OF TRAFFIC PLANS. WITHIN THE WORK ZONE,

ON INSIDE LANES, AS SHOWN ON THE BRIDGE SEQUENCE OF CONSTRUCTION

NORTHBOUND AND SOUTHBOUND OUTSIDE LANES WHILE TRAFFIC IS MAINTAINED

BRIDGE DECK, APPROACH SLABS AND APPROACH RODWAY SEGMENTS ALONG I-395

PHASE 3 CONSISTS OF MILL AND OVERLAY AS WELL AS REPAIR/REPLACE EXISTING

PHASE 3:

AND REPAIR/REPLACE EXISTING SCUPPER AND STORMDRAIN SYSTEM.

WORK ZONE, PERFORM NECESSARY UTILITY REPAIR WORK, LIGHTING UPGRADING,

CONSTRUCTION PLANS AND PHASE 2 MAINTENANCE OF TRAFFIC PLANS. WITHIN THE

ON SPLIT OUTSIDE LANES, AS SHOWN ON THE BRIDGE SEQUENCE OF

NORTHBOUND AND SOUTHBOUND MIDDLE LANES WHILE TRAFFIC IS MAINTAINED

BRIDGE DECK, APPROACH SLABS AND APPROACH RODWAY SEGMENTS ALONG I-395

PHASE 2 CONSISTS OF MILL AND OVERLAY AS WELL AS REPAIR/REPLACE EXISTING

PHASE 2:

UPGRADING, AND REPAIR/REPLACE EXISTING SCUPPER AND STORMDRAIN SYSTEM.

WORK ZONE, PERFORM NECESSARY UTILITY REPAIR WORK, MEDIAN LIGHTING

CONSTRUCTION PLANS AND PHASE 1 MAINTENANCE OF TRAFFIC PLANS. WITHIN THE

MAINTAINED ON…