A21 - JHK_FY22_IIJA_BridgeRoadwayRepair_RTA_Plans (UNLOCKED).pdf

PDF 12 MB Posted Jul 28, 2022

Attached to: Clean and Repaint Spillway Bridge Girders, and Approach Roadway Resurfacing, John H Kerr Dam, Mecklenburg County, Virginia
Solicitation number: W912PM22B0032
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal solicitation for cleaning and repainting bridge girders and resurfacing an approach roadway at the John H Kerr Dam in Mecklenburg County, Virginia. The U.S. Army Corps of Engineers, Wilmington District is seeking a contractor to clean and repaint steel girders on the spillway bridge's 22 spans using SSPC SP-5 blast cleaning and an epoxy paint system. The work also requires excavating the top six inches of concrete on the approach roadway's 19 non-overflow monoliths and replacing it with new concrete and reinforcing. The solicitation is a 100% small business set-aside with a contract value between $1-5 million. It will be issued electronically on July 28, 2022 as a firm fixed price contract. The bid opening date will be specified in the issued solicitation. The NAICS code is 237310 and size standard is $39.5 million. Contractors must register in SAM to be eligible for award.

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Other files

File	Type	Posted
B1 - Bid Abstract JHK Bridge Repairs_REV_Signed.pdf	PDF	Sep 21, 2022
B1 - Bid Abstract_Signed.pdf	PDF	Sep 14, 2022
A21 - Amendment 04.pdf	PDF	Sep 6, 2022
A21 - Amendment 03.pdf	PDF	Aug 31, 2022
A21 - W912PM22B0032_AMD 2_Conformed Copy.pdf	PDF	Aug 22, 2022
A21 - W912PM22B0032_AMD 2_JHK Bridge Repairs.pdf	PDF	Aug 22, 2022
Site Visit Sign In Sheet.pdf	PDF	Aug 19, 2022
A21 - PreBid Questions.pdf	PDF	Aug 18, 2022
Amendment 0001 SPECS W912PM22B0032 JHKerr Bridge.pdf	PDF	Aug 18, 2022
A21 - W912PM22B0032_AMD 1_JHK Bridge Repairs.pdf	PDF	Aug 18, 2022
A23 - Site Visit Questions and Responses.pdf	PDF	Aug 18, 2022
Amendment 0001 JHK FY22 Bridge Roadway Repair RTA Plans - REV 1 (UNLOCKED).pdf	PDF	Aug 17, 2022
A21 - W912PM22B0032 AMD 001_Conformed Copy.pdf	PDF	Aug 17, 2022
A21 - RTA-SPECS3-W912PM22B0032-JHKerr-Bridge.pdf	PDF	Jul 28, 2022
A21 - JHK_FY22_IIJA_BridgeRoadwayRepair_RTA_Plans (LOCKED).pdf	PDF	Jul 28, 2022
A21 - W912PM22B0032 JHK Bridge Repair Solicitation.pdf	PDF	Jul 28, 2022

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CLARKSVILLE

FINCHLEY

BOYDTON

US 15

US 58

BUS

JOHN H KERR RESERVOIRUS 15

US 15

SR 1501 SR 1350

SR 1502

VA 825 VA 719

NC 39

VIRGINIA

NORTH CAROLINA

JOHN H KERR RESERVOIR

VA 825

US 58

VA 92

US 58

VA 707 VA

US 58

VA 615

VA 4VA 615

VA 615

VA 678

VA 70

VA 4

VA 707

BRIDGE AND

ROADWAY

REPAIR

JOHN H.

KERR DAM

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

Approval Recommended: *

Approved: *

07.28.22

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

CHIEF, ENGINEERING BRANCH

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

G-000

C O

S H

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

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PROJECT LOCATION, VICINITY MAP

N.T.S.

Wilmington DISTRICT

TBD

JULY 2022

W912PM22B0032

FY22 IIJA Bridge and Roadway Repair

JOHN H. KERR DAM AND RESERVOIR

MECKLENBURG COUNTY, VIRGINIA

RTA - READY TO ADVERTISE

INDEX OF DRAWINGS

SHEET NO. TITLE

G-000 COVER SHEET

G-001 GENERAL CONSTRUCTION NOTES

C-101 SITE PLAN

S-101 MAIN DAM PLAN & ELEVATIONS

S-102 SPILLWAY MONOLITHS 19-41 INCL. PLAN AND SECTION

S-103 NON-OVERFLOW MONOLITHS 1-9 INCL AND 42-53 INCL AND CUT-OFF WALL PLAN, ELEVATION, AND

SECTIONS

S-501 SPILLWAY MONOLITHS 20-40 INCL PIER DECK ARRANGEMENT SECTIONS AND DETAILS

S-502 GIRDER REPAIR PHOTOS

REFERENCE DRAWINGS (ISSUED 1947)

GC 203A-2 MAIN DAM - PLAN, ELEVATIONS AND SECTIONS SHEET NO. 6

SC 200A-1 SPILLWAY MONOLITHS 19-41 INCL. PLAN AND SECTION SHEET NO. 42

SS 200A-0 SPILLWAY MONOLITHS 19-41 INCL. BRIDGE ERECTION DIAGRAM AND GIRDER DETAILS

SHEET NO. 164

SS 201A-0 SPILLWAY MONOLITHS 19-41 INCL. BRIDGE FLOOR BEAMS SHEET NO. 165

SS 202A-0 SPILLWAY MONOLITHS 19-41 INCL. MISCELLANEOUS STRUCTURAL STEEL SHEET NO. 166

SS 203A-0 SPILLWAY MONOLITHS 19-41 INCL. HATCH FRAMES, COVERS AND JOINT FRAMES NO. 167

SS 204A-1 SPILLWAY MONOLITHS 19-41 INCL. CATWALK-ERECTION DIAGRAM AND DETAILS NO. 168

SS 205A-0 SPILLWAY MONOLITHS 19-41 INCL. CATWALK FRAMING NO. 169

SS 206A-0 SPILLWAY MONOLITHS 19-41 INCL. HATCH ARRANGEMENT NO. 170

SS 207A-0 SPILLWAY MONOLITHS 20-40 INCL. PIER DECK ARRANGEMENT NO. 171

NC 200A-0 NON-OVERFLOW MONOLITHS 1-9 INCL AND 42-53 INCL. AND CUT-OFF WALL SHEET NO. 37

NC 201A-0 NON-OVERFLOW MONOLITHS 1-8 INCL AND 42-53 INCL. SECTIONS & DETAILS SHEET NO. 38

NC 202A-0 NON-OVERFLOW MONOLITHS 9 INCL SECTIONS & DETAILS SHEET NO. 39

NOTICE TO CONTRACTOR - LEAD BASED

PAINT REMEDIATION REQUIRED.

G-001

C O

R U

O N

N O

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

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GENERAL NOTES

1. CLEANING AND REPAINTING OF BRIDGE STEEL GIRDERS AND FLOOR BEAM EXTENSIONS REQUIRES REMEDIATION OF LEAD BASED PAINT. REMEDIATION OF LEAD BASED PAINT SHALL FOLLOW THE

REQUIREMENTS IN ACCORDANCE WITH SPECIFICATION SECTION 02 83 00. PROTECTION OF

EXISTING FACILITY SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 01 10 00.10 38.

REPAINTING OF THE BRIDGE STEEL GIRDERS AND FLOOR BEAM EXTENSIONS SHALL FOLLOW THE

REQUIREMENTS IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02.

2. ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE WORK BEGINS. THE

CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING

PREPARATIONS AND MATERIAL FABRICATION.

3. THE CONTRACTOR SHALL MAINTAIN WALKWAY ACCESS FOR THE ENTIRE LENGTH OF THE DAM FOR

DAILY DAM GATE SETTINGS OPERATIONS.

4. GOVERNMENT UTILITIES (INCLUDING WATER, FUEL, ETC) AND EQUIPMENT WILL NOT BE MADE AVAILABLE TO THE CONTRACTOR. ELECTRIC UTILITIES WILL BE PROVIDED BY THE GOVERNMENT.

5. REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS.

THE REFERENCE DRAWINGS ARE NOT "AS-BUILTS" DO NOT NECESSARILY REPRESENT ACTUAL

FIELD CONDITIONS. REFERENCE DRAWINGS ARE NOT PRINTED TO SCALE.

6. CONTRACTOR SHALL INCLUDE A GENERAL SEQUENCE OF WORK WHICH INCLUDES BUT IS NOT

LIMITED TO ABRASIVE BLASTING AND PAINTING, AND PROTECTION OF NON PAINTED ELECTRICAL

AND MECHANICAL FEATURES.

7. LEAD BASE PAINT IS PRESENT ON THE EXISTING STEEL GIRDERS.

8. LAKE ELEVATIONS SHOWN ON PLAN SHEETS VARY. NORMAL POOL IS EL 300.0'. REFER TO

RIVER-GAGES FOR HISTORIC RIVER LEVELS.

CONCRETE:

1. VERY-EARLY STRENGTH LATEX-MODIFIED CONCRETE OVERLAY (LMC-VES) SHALL BE PLACED IN

ACCORDANCE WITH ACI 548.40-11 AND VDOT ROAD AND BRIDGE SPECIFICATIONS.

2. BEFORE PLACING THE OVERLAY, THE SURFACE SHALL BE SHOTBLASTED OR HYDROBLASTED WITH EQUIPMENT TO PROVIDE A MACROTEXTURE DEPTH OF AT LEAST 0.06 INCH (ASTM E 965) OVER THE

AREA TO BE OVERLAID WITHIN THE TIME ALLOWED FOR SURFACE PREPARATION. CONTRACTOR

TO PROVIDE A MINIMUM 5-FT X 5-FT TEST AREA FOR REVIEW AND APPROVAL BY THE CONTRACTING

OFFICER PRIOR TO PLACEMENT OF LMC-VES.

3. THE OVERLAY CONCRETE SHALL BE MOIST CURED FROM THE TIME IT IS PLACED UNTIL IT IS

OPENED TO TRAFFIC.

4. THE MOIST CURE SHALL BE INITIATED BY APPLYING WET BURLAP AND PLASTIC TO THE SURFACE OF THE OVERLAY CONCRETE AS SOON AS PRACTICAL AND BEFORE THE SURFACE DRIES. SECURE

BURLAP/PLASTIC TO PREVENT IT FROM BEING BLOWN AWAY OR DISPLACED. MOISTURE CURE

COVER SYSTEM TO REMAIN IN PLACE UNTIL 3500 PSI COMPRESSIVE STRENGTH IS OBTAINED.

5. COMPRESSIVE STRENGTH, MINIMUM, PSI CONCRETE ASTM C39:

· 3 HOURS: 2500

· 1 DAY: 3500

· 28 DAYS: 3500

6. BOND STRENGTH, MINIMUM, PSI, VTW 92:

· 7 DAYS: 150 PSI.

TRAFFIC CONTROL NOTES

1. JOHN H KERR DAM CARRIES VIRGINIA HIGHWAY 4 ACROSS THE TOP OF THE DAM. CONSTRUCTION ACTIVITY SHALL BE PHASED TO ALLOW AT LEAST ONE-LANE TRAVEL ACROSS THE TOP OF THE DAM

WITH A MINIMUM LANE WIDTH OF 11 FEET.

2. CONTRACTOR SHALL SUBMIT A DETAILED TRAFFIC CONTROL PLAN ADDRESSING THE TRAFFIC

DISRUPTING CONSTRUCTION ACTIVITIES AND PLANNED MEASURES FOR MEETING THE ABOVE

REQUIREMENTS. THE TRAFFIC CONTROL PLAN MUST BE SEALED BY A PROFESSIONAL TRAFFIC

ENGINEER LICENSED IN THE STATE OF VIRGINIA AND APPROVED BY THE CONTRACTING OFFICER

OR THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE PRIOR TO ANY WORK.

3. THE TRAFFIC CONTROL PLAN SHALL BE DEVELOPED IN ACCORDANCE WITH THE CURRENT

VERSION OF THE VDOT "WORK AREA PROTECTION MANUAL". THE TRAFFIC CONTROL PLAN SHALL BE REVIEWED BY AND COORDINATED WITH PERMITS DEPARTMENT OF THE VDOT OFFICE LOCATED

IN SOUTH HILL, VIRGINIA.

4. IN THE CASE OF ONE-WAY TRAVEL LANES, TRAFFIC CONTROL MEASURES SHALL BE IMPLEMENTED

TO PROVIDE SAFE TRAVEL THROUGH THE ONE-WAY PORTIONS. FLAGGING OPERATIONS AND

SIGNAGE SHALL CONFORM TO VDOT STANDARD DRAWINGS, CURRENT VERSION.

5. TWO-WAY, TWO LANE TRAFFIC SHALL BE MAINTAINED DURING PERIODS OF CONSTRUCTION

INACTIVITY.

6. CONTRACTOR SHALL SUPPLY SIGNAGE IN ACCORDANCE WITH VDOT STANDARD DRAWINGS,

CURRENT EDITION, ALONG VA HWY 4.

7. THE CONTRACTOR SHALL MAINTAIN TRAFFIC DURING CONSTRUCTION AND PROVIDE, INSTALL, AND MAINTAIN ALL TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THESE PROJECT GUIDELINES, THE PROJECT SPECIAL PROVISIONS, VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD

DRAWINGS, STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURE CURRENT EDITION, AND THE

CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

8. THE CONTRACTOR SHALL UTILIZE COMPLETE AND PROPER TRAFFIC CONTROLS AND TRAFFIC

CONTROL DEVICES DURING ALL OPERATIONS. ALL TRAFFIC CONTROL AND TRAFFIC CONTROL

DEVICES REQUIRED FOR ANY OPERATION SHALL BE FUNCTIONAL AND IN PLACE PRIOR TO THE

COMMENCEMENT OF THAT OPERATION. SIGNS FOR TEMPORARY OPERATION SHALL BE REMOVED

DURING PERIODS OF INACTIVITY. THE CONTRACTOR IS REQUIRED TO LEAVE THE PROJECT IN A

MANNER THAT WILL BE SAFE TO THE TRAVELING PUBLIC AND WHICH WILL NOT IMPEDE

MOTORISTS.

9. TRAFFIC MOVEMENTS THROUGH LANE CLOSURES ON ROADS WITH TWO WAY TRAFFIC SHALL BE CONTROLLED BY FLAGGERS STATIONED AT EACH END OF THE WORK ZONE. IN SITUATIONS WHERE

SIGHT DISTANCE IS LIMITED, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEANS OF

CONTROLLING TRAFFIC, INCLUDING, BUT NOT LIMITED TO, TWO-WAY RADIOS, PILOT VEHICLES, OR

ADDITIONAL FLAGGERS. FLAGGER SHALL BE COMPETENT PERSONNEL, ADEQUATELY TRAINED IN

FLAGGING PROCEDURE, AND FURNISHED WITH PROPER SAFETY DEVICES AND EQUIPMENT,

INCLUDING, BUT NOT LIMITED TO, SAFETY VESTS AND STOP/SLOW PADDLES.

10. ALL PERSONNEL, WHEN WORKING IN TRAFFIC AREAS OR AREAS IN CLOSE PROXIMITY TO TRAFFIC, SHALL WEAR AN APPROVED SAFETY VEST, OR SHIRT OR JACKET WHICH MEETS THE COLOR

REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, AND REGULATIONS GOVERNING SAFETY, HEAL TH, AND SANITATION, AND SHALL

PROVIDE ALL SAFEGUARDS, SAFETY DEVICES, AND PROTECTIVE EQUIPMENT, AND SHALL TAKE

ANY OTHER NEEDED ACTIONS, ON HIS OWN RESPONSIBILITY THAT ARE REASONABLY NECESSARY TO PROTECT THE LIFE AND HEALTH OF EMPLOYEES ON THE JOB AND THE SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF THE WORK COVERED

BY THE CONTRACTOR.

12. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT PROPER TRAFFIC CONTROL PROVISIONS AND ANY DEVICES REQUIRED TO IDENTIFY OBSTRUCTIONS OR HAZARDS WITHIN THE ROADWAY TO INCLUDE REFLECTIVE CONES AT EACH OPEN CUT / GRAVEL FILLED TRENCH, REFLECTIVE BARRELS

ON RAISED MANHOLES, ETC.

13. WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS OR WHEN THEY RESULT IN DUPLICATE

OR UNDESIRED OVERLAPPING OF DEVICES, CHANGES MAY BE REQUIRED. MODIFICATIONS MAY

INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE

CONTRACTING OFFICER OR DESIGNATED REPRESENTATIVE.

14. THE CONTRACTOR SHALL COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED FOR LANE

CLOSURE WHEN THE LANE CLOSURE IS NOT IN OPERATION.

15. ANY WORK REQUIRING EQUIPMENT OR PERSONNEL WITHIN 5-FEET OF THE EDGE OF THE TRAVEL

LANE SHALL REQUIRE A LANE CLOSURE WITH APPROPRIATE TAPERS.

16. DURING NON-WORKING HOURS, EQUIPMENT SHALL BE PARKED AS FAR FROM THE ROADWAY AS

POSSIBLE AND SHALL BE PROPERLY BARRICADED SO THAT NO EQUIPMENT OBSTRUCTION SHALL

BE WITHIN THE CLEAR RECOVERY AREA.

12 MONOLITHS

@ 50' = 600'

29.0'

22 GATES @ 42' PLUS 21 PIERS @ 8' = 1092'

43.0'

6 MONOLITHS

@ 70' = 427'

9 MONOLITHS

@ 50' = 453'

+6 4.

+1 4.

+6 6.

+6 0.

+5 0.

C-101

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US Army Corps of Engineers

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SCALE: 1" = 250'-0"1 SITE PLAN

S ISLAN

D R

BUGGS ISLAND RD. 4

G S

MAYS C

HAPEL R

STAGING AREA FOR

CONTRACTOR

LOADING AREA FOR

THIS CONTRACT

1 2

WEST SIDE

EAST SIDE

S-101

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SHEET ID

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US Army Corps of Engineers

U .S

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X- X-

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SCALE: 1" = 100'-0"B UPSTREAM ELEVATION

GRAPHIC SCALE

1" = 100'

100'0 200'50'

SCALE: 1" = 100'-0"A DOWNSTREAM ELEVATION

SCALE: 1" = 100'-0"1 PLAN

S-101

EAST SIDEWEST SIDE

EAST SIDE WEST SIDE

GENERAL NOTES

1. FIELD VERIFY ALL DIMENSIONS.

2. LAYOUT OF DAM, MONOLITHS, AND BRIDGE BASED ON REFERENCE DRAWINGS:

· FILE NO. GC203A-2 - SHEET NO. 6 - MAIN DAM PLAN, ELEVATIONS AND SECTIONS - OCTOBER 1947.

· FILE NO. SC200A-1 - SHEET NO. 42 - SPILLWAY MONOLITHS 19-41 INCL. PLAN AND SECTION - AUGUST 1947.

· FILE NO. NC200A-0 - SHEET NO. 37 - NON-OVERFLOW MONOLITHS 1-9 INCL AND 42-53 INCL AND CUT-OFF WALL - SEPTEMBER 1947.

· FILE NO. NC201A-0 - SHEET NO. 38 - NON-OVERFLOW MONOLITHS 1-8 INCL AND 42-53 SECTIONS AND DETAILS - OCTOBER 1947.

S-501

TYP.

S-501

TYP.

S-102

M O

N O

-4

N D

N N

C R

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D B

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B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

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M Y

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X- X-

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SCALE: 1" = 60'-0"A DOWNSTREAM SECTION

SCALE: 1" = 60'-0"1 PLAN

S-102

GRAPHIC SCALE

1" = 60'

60'0 120'30'

EAST SIDE WEST SIDE

GENERAL NOTES

1. FIELD VERIFY ALL DIMENSIONS.

2. LAYOUT OF DAM, MONOLITHS, AND BRIDGE BASED ON REFERENCE DRAWINGS:

· FILE NO. GC203A-2 - SHEET NO. 6 - MAIN DAM PLAN, ELEVATIONS AND SECTIONS

- OCTOBER 1947.

· FILE NO. SC200A-1 - SHEET NO. 42 - SPILLWAY MONOLITHS 19-41 INCL. PLAN AND

SECTION - AUGUST 1947.

· FILE NO. NC200A-0 - SHEET NO. 37 - NON-OVERFLOW MONOLITHS 1-9 INCL AND

42-53 INCL AND CUT-OFF WALL - SEPTEMBER 1947.

· FILE NO. NC201A-0 - SHEET NO. 38 - NON-OVERFLOW MONOLITHS 1-8 INCL AND

42-53 SECTIONS AND DETAILS - OCTOBER 1947.

S-501

TYP.

ROADWAY REPAIR ROADWAY REPAIR

MONOLITH JOINTS (TYP.) - ROADWAY

REPAIR WILL NEED TO MAINTAIN

JOINTS AT ALL MONOLITH JOINTS.

MONOLITH JOINTS (TYP.) - ROADWAY

REPAIR WILL NEED TO MAINTAIN

JOINTS AT ALL MONOLITH JOINTS.

11'-7 1/2"

10'-0"

11'-7 1/2"

BRIDGE ROADWAY

OVER MONOLITHS

CL OF

ROADWAY

EL. 330.00'

EL. 331.83'

EL. 334.79'

EL. 326.00'

4'-0" 1'-0"1'-0"

1'-0"

MONOLITHS

SAW-CUT FOR

REPAIR - SEE

4/S-103

REMOVE CONCRETE PAVEMENT TO LIMITS

SHOWN BY SHADED AREA. CONCRETE MAY BE

REMOVED BY SAW-CUTTING OR MILLING. IMPACT

HAMMERS AND RAMS WILL NOT BE PERMITTED.

11'-7 1/2"11'-7 1/2"

CL OF

ROADWAY

EL. 330.00'

EL. 336.50'

3'-9" 1'-6"1'-0"

1'-6"

BRIDGE ROADWAY

OVER MONOLITHS

MONOLITHS

SAW-CUT FOR

REPAIR - SEE

4/S-103

REMOVE CONCRETE PAVEMENT TO LIMITS

SHOWN BY SHADED AREA. CONCRETE MAY BE

REMOVED BY SAW-CUTTING OR MILLING. IMPACT

HAMMERS AND RAMS WILL NOT BE PERMITTED.

NOTES:

1. W = APPROX. 0'-6", EXTEND OVER SEVERAL SLABS IF NECESSARY.

2. H = 0'-6", MINIMUM.

3. H' = H + 0'-3", MINIMUM OF 0"-9".

4. VERY-EARLY STRENGTH LATEX-MODIFIED CONCRETE OVERLAY

(LMC-VES) SHALL BE PLACED IN ACCORDANCE WITH ACI 548.40-11

AND VDOT ROAD AND BRIDGE SPECIFICATIONS, SEE GENERAL

NOTES FOR MORE INFORMATION.

CL OF

ROADWAY

1' -1

EL. 330.00'

EL. 331.83'

BRIDGE RAIL, SIDEWALK &

CURB

SAW CUT FACE

NEW CONCRETE

OVERLAY

T/CONC.

NOTE: MATCH EXISTING JOINTS AND CUT INTERMEDIATE

JOINTS AT NEEDED.

NEW CONCRETE

OVERLAY

EXPANSION JOINT

MATERIAL H

EXISTING

CONCRETE JOINT

EXISTING

CONCRETE SLAB

S-103

N O

N -O

W M

O N

D C

U T-

, E

N , A

N D

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

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R Y

C O

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-X

X- X-

-X

X- X-

N , N

O R

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N U

E W

A D

Q C

S U

B rid ge R oa dw ay R ep ai r

H N

H . K

A N

D R

G C

O U

, V

H .W

R R

U N

S U

SCALE: 1" = 60'-0"A DOWNSTREAM ELEVATION

SCALE: 1" = 60'-0"1 PLAN

GRAPHIC SCALE

1" = 60'

60'0 120'30'

S-103

GRAPHIC SCALE

1" = 5'

5'0 10'2.5'

SCALE: 1" = 5'-0"2 ROADWAY SECTION AT MONOLITHS 02 - 09 and 42 - 52

EAST SIDE WEST SIDE

SCALE: 1" = 5'-0"3 REPAIR ROADWAY SECTION AT MONOLITHS 01 & 53

SCALE: 1" = 5'-0"4 REPAIR SECTION

GENERAL NOTES

1. FIELD VERIFY ALL DIMENSIONS.

2. LAYOUT OF DAM, MONOLITHS, AND BRIDGE BASED ON REFERENCE DRAWINGS:

· FILE NO. GC203A-2 - SHEET NO. 6 - MAIN DAM PLAN, ELEVATIONS AND SECTIONS - OCTOBER 1947.

· FILE NO. SC200A-1 - SHEET NO. 42 - SPILLWAY MONOLITHS 19-41 INCL. PLAN AND SECTION - AUGUST 1947.

· FILE NO. NC200A-0 - SHEET NO. 37 - NON-OVERFLOW MONOLITHS 1-9 INCL AND 42-53 INCL AND CUT-OFF WALL - SEPTEMBER 1947.

· FILE NO. NC201A-0 - SHEET NO. 38 - NON-OVERFLOW MONOLITHS 1-8 INCL AND 42-53 SECTIONS AND DETAILS - OCTOBER 1947.

S-103

TYP.

S-103

TYP.

424344454647484950515253 23456789 1

SCALE: 1" = 5'-0"5 JOINT DETAIL

EXISTING GIRDER

EXISTING FLOOR

BEAM EXTENSION

EXIST. ROADWAY

RAIL

EXIST. ROADWAY

EXISTING GIRDER

EXISTING FLOOR

BEAM EXTENSION

EXIST. ROADWAY

RAIL

EXIST. FLOOR

BEAM

45'-4" OUT to OUT

10'-2"10'-2"2'-4"

CL SYMMETRICAL101

2"21

2" 1'-01 4" 3'-4" 3'-6" 3'-4" 3'-4"3'-6"3'-4"

(2 )L

7x 4x

(2) FILL PLATE

15 12" x 916"

PLATE 16" x 916" x 1'-6"

CL FLOOR BEAM

FILL PLATE 11" x 516"

NEAR SIDE

FILL PLATE 4" x 916"

FAR SIDE

(2 )L

7x 4x

C R

(2)L8x6x9

(TYP. U.N.O.)

WEB PLATE

42" x 12"

(TYP. U.N.O.)(2

7x 4x

C R

FILL PLATE

11" x 516"

NEAR SIDECOVER PLATE

18" x 716" x 31'-9"

" x 9 16

R S

(2 ) L

7x 4x

COVER PLATE

18" x 3 8" x 24'-6"

(2 )L

7x 4x

C R

(2 )L

7x 4x

C R

FILL PLATE

11" x 516"

NEAR SIDE

" x 9 16

R S

(2 ) L

7x 4x

4/A-A

S-501

4/B-B

S-501

4/C-C

S-501

(2)L8x6x9

(TYP. U.N.O.)

3' -6

1 2"

AREA AT END OF GIRDER TO BE

CLEANED AND REPAINTED (SEE

TYPICAL CONDITIONS IN PHOTOS

ON SHEET S-502)

AREA AT END OF GIRDER TO BE

CLEANED AND REPAINTED (SEE

TYPICAL CONDITIONS IN PHOTOS

ON SHEET S-502)

EXISTING STEEL FRAME ON PIER

SIDE F EXPANSION JOINT

EXISTING FILLS (UNDER

TIE PLATE)

EXISTING TIE PLATE

EXISTING GIRDER

EXISTING FLOOR BEAM

EXTENSION

EXISTING STEEL

FRAME ON PIER SIDE

EXIST. MASONRY

SUPPORT ANGLE

FLOOR BEAM EXTENSION TO BE CLEANED AND

REPAINTED (SEE TYPICAL CONDITIONS IN

PHOTOS ON SHEET S-502)

EXIST. ROADWAY

RAIL

DETAIL A-A

(2) FILL PLATE

15 12" x 916"

PLATE 16" x 916" x 1'-6"

L7x4x3

PLATE 16" x 916" x 1'-6"

L8x6x9

(2) FILL PLATE

15 12" x 916"

L7x4x3

L8x6x9

DETAIL B-B

(2) FILL PLATE

15 12" x 916"

L7x4x3

L8x6x9

DETAIL C-C

14WF61

(SPLIT)

GROUT

EXISTING

MASONRY PLATE

EXISTING

ANCHOR BOLT

EXISTING HATCH FRAME MK 19

AXIS OF DAM

EXISTING HATCH COVER

EXISTING HATCH FRAME

EXISTING GIRDER

EXISTING

MASONRY PLATE

EXISTING ANCHOR

BOLT

EXISTING FLOOR BEAM EXISTING GIRDER

2'-3"

36'-6"

EXISTING HATCH COVER

FLOW

S-501

M O

N O

-4

O N

D D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

-X

X- X-

2P M

N , N

O R

N G

N U

E W

- R

D Y

B rid ge R oa dw ay R ep ai r

H N

H . K

A N

D R

G C

O U

, V

H . W

U R

U N

GENERAL CONSTRUCTION NOTES

1. THE FIVE FEET ON EACH END OF THE SUPER STRUCTURE STEEL

GIRDERS, INCLUDING THE FLOOR BEAMS EXTENSIONS ON EACH

END OF THE GIRDER AND THE GIRDER BEARING PLATES SHALL

BE ABRASIVE BLASTED AND PAINTED IN ACCORDANCE WITH

SECTION 09 97 02 OF THE SPECIFICATIONS.

2. ALL STEEL BRIDGE MEMBERS SHOWN ON THE SECTIONS AND

ELEVATIONS ARE EXISTING (SEE NOTE 8). NO NEW STEEL OR

STEEL REPAIRS ARE REQUIRED UNDER THIS CONTRACT.

3. ALL EXISTING PAINT IS LEAD BASED. SEE SPECIFICATION 09 97 02.

4. BRIDGE PAINTING RELATED WORK: - SEE G001 NOTE #1 AND

SPECIFICATION 09 97 02.

5. THE APPROXIMATE SURFACE AREA TO BE CLEANED AND PAINTED

OF EACH OF THE 44 GIRDERS AND FLOOR BEAM EXTENSIONS IS

125 SF FOR A TOTAL OF 5,500 SF. (SURFACE AREA OF BRIDGE

STEEL TO BE CLEANED AND PAINTED IS ESTIMATED AND IS

PROVIDED FOR BIDDING PURPOSES ONLY.)

6. FIELD VERIFY ALL DIMENSIONS.

7. CONTRACTOR TO PROVIDE WORK PLATFORMS TO ACCESS TO

SUPERSTRUCTURE GIRDERS IN ACCORDANCE WITH

SPECIFICATION SECTION 01 35 26.

8. CONTRACTOR TO PROVIDE CONTAINMENT OF LEAD BASED PAINT

AND BLAST MATERIAL IN ACCORDANCE WITH SPECIFICATION

SECTIONS 02 83 00 AND 09 97 02.

9. LAYOUT OF DAM, MONOLITHS, AND BRIDGE BASED ON

REFERENCE DRAWINGS:

· FILE NO. GC203A-2 - SHEET NO. 6 - MAIN DAM PLAN, ELEVATIONS

AND SECTIONS - OCTOBER 1947.

· FILE NO. SC200A-1 - SHEET NO. 42 - SPILLWAY MONOLITHS 19-41

INCL. PLAN AND SECTION - AUGUST 1947.

· FILE NO. NC200A-0 - SHEET NO. 37 - NON-OVERFLOW MONOLITHS

1-9 INCL AND 42-53 INCL AND CUT-OFF WALL - SEPTEMBER 1947.

· FILE NO. NC201A-0 - SHEET NO. 38 - NON-OVERFLOW MONOLITHS

1-8 INCL AND 42-53 SECTIONS AND DETAILS - OCTOBER 1947.

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

GRAPHIC SCALE

1/2" = 1'-0"

0 1' 2' 4'

SCALE: 1/2" = 1'-0"5 SECTION E-E

SCALE: 1/2" = 1'-0"3 ELEVATION GIRDER (MARK G1 & G2)

SCALE: 1/2" = 1'-0"4 DETAILS - GIRDER

LEGEND

CLEAN AND REPAINT

S-501

3 SIM

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

S-501

3 SIMS-501

3 SIM

S-501

3 SIM

5 TYP

S-502

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

-X

X- X-

2P M

N , N

O R

N G

N U

E W

- R

D Y

B rid ge R oa dw ay R ep ai r

H N

H . K

A N

D R

G C

O U

, V

H . W

U R

U N

GRAPHIC SCALE

1" = 60'

60'0 120'30'

GENERAL CONSTRUCTION NOTES

1. THE PHOTOS ARE SHOWN FOR VISUAL REPRESENTATION OF THE STEEL

GIRDERS AND FLOOR BEAM EXTENSIONS TO BE CLEANED AND PAINTED

FOR BIDDING PURPOSES.

PHOTO 1: Left Pier Support of Girder (Typical), taken from Catwalk.

PHOTO 2: Typical Roadway Extension Plate, right side looking downstream.

PHOTO 3: Corroded Roadway Extension Plate, right side looking downstream.

PHOTO 4: Upstream view of girder looking from left, upstream side, typical.

PHOTO 5: Corroded Stiffener at bearing plate, left, upstream side of girder (typical).

G000 COVER SHEET

G001 GENERAL NOTES

C-101 SITE PLAN

S-101 MAIN DAM PLANS & ELEVATIONS

S-102 SPILLWAY MONOLITHS 19-41 INCL. PLAN AND SECTION

S-103 NON-OVERFLOW MONOLITHS 1-9 INCL. AND 42-53 INCL AND CUT-OFF WALL PLAN, ELEVATION, AND SECTIONS

S-501 SPILLWAY MONOLITHS 20-40 INCL PIER DECK ARRANGEMENT SECTIONS AND DETAILS

S-502 GIRDER REPAIR PHOTOS

Reference Drawings

GC 203A-2 MAIN DAM - PLAN, ELEVATIONS AND SECTIONS SHEET NO. 6

SC 200A-1 SPILLWAY MONOLITHS 19-41 INCL. PLAN AND SECTION SHEET NO. 42

SS 200A-0 SPILLWAY MONOLITHS 19-41 INCL. BRIDGE ERECTION DIAGRAM AND GIRDER DETAILS SHEET NO. 164