THA-WV-125_Plans.pdf

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US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING DIVISION

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, DESIGN BRANCH

CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH

DATE

APPROVED BY:

CHIEF, TECHNICAL SUPPORT BRANCH/DEPUTY CHIEF ENG DIV

DECK REPAIRS

OLD SOUTH STREET BRIDGE

WESTVILLE LAKE

STURBRIDGE, MASSACHUSETTS

W912WJ-20-Q-0104

JULY 2020

GENERAL NOTES AND SITE PLAN

DECK PLAN

DEMOLITION DETAILS AND LIMITS

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

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S-102

S-103

THA-WV-125_G-001.DWG COVER SHEET AND INDEX

THA-WV-125_G-101.DWG

THA-WV-125_S-102.DWG

THA-WV-125_S-103.DWG

GRANITE CURB, HAZARD MARKER INSTALLATION

GENERAL NOTES, RAILING DETAIL

S-104

S-105

THA-WV-125_S-104.DWG

THA-WV-125_S-105.DWG

UNTITLED

UNTITLED

SHEET NO.

INDEX TO INFORMATION DRAWINGS

SHEET TITLE

PLAN- PROFILE ALIGNMENT PLAN- REVISED

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MASSACHUSETTS

CONNECTICUT

SOUTHBRIDGE

STURBRIDGE

WOODSTOCK

BRIMFIELD

OXFORD

WEBSTER

MONSON

PROJECT LOCATION

WESTVILLE DAM

PROJECT LOCATION

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N/A

N/A

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GENERAL SITE PLAN

SCALE: N/A

1. REMOVE ALL DETERIORATED CONCRETE TO MINIMUM DEPTH SHOWN ON S-103.

2. ALL QUANTITIES TO BE MEASURED WITH THE COR.

3. REPLACE REINFORCING STEEL IF LESS THAN 75% OF THE ORIGINAL REBAR SECTION REMAINS AT ANY POINT ALONG

THE EXPOSED REBAR. PROVIDE A NEW BAR HAVING SECTION GREATER THAN THE MAXIMUM SECTION AREA LOSS

(#4 MINIMUM). ALL CLEANED REINFORCING SHALL BE TREATED WITH A CORROSION INHIBITOR.

4. PROVIDE ALL LAP SPLICES ACCORDING TO ACI 318. IF LAP SPLICES CANNOT BE ACHIEVED, USE MASSDOT APPROVED

MECHANICAL SPLICE COUPLERS.

5. IF MORE THAN 75% OF THE ORIGINAL REBAR SECTION AREA REMAINS, THEN NO

REPLACEMENT IS REQUIRED. FOR BID PURPOSES, 25% OF THE DECK REPLACEMENT AREA SHALL

BE ASSUMED TO REQUIRE REINFORCING PLACEMENT.

6. ALL EXISTING STEEL AND REINFORCING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH REPAIR CONCRETE

SHALL BE ABRASIVELY BLAST CLEANED IN ORDER TO REMOVE ALL RUST, OIL AND DEBRIS THAT IS NOT TIGHTLY ADHERED, FOLLOWED BY APPLICATION OF COMPRESSED AIR TO REMOVE ALL DUST. EXISTING CONCRETE SURFACES THAT WILL BE IN

CONTACT WITH REPAIR CONCRETE SHALL BE TREATED WITH A BONDING AGENT.

7. ENSURE REPAIR AREA IS SATURATED SURFACE DRY PRIOR TO PLACEMENT.

8. APPLY BONDING AGENT/CORROSION INHIBITOR TO EXPOSED REINFORCEMENT

AND CONCRETE SUBSTRATE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

9. PLACE PORTLAND CEMENT CONCRETE MIX ACCORDING TO SPECIFICATION SECTION 03 30 53

10. CONCRETE SHALL HAVE A BROOM/ RAKE FINISH TRANSVERSE TO TRAFFIC WITH

" AMPLITUDE.

11. GRANITE CURB INSTALLATION SHALL MEET THE REQUIREMENTS OF THE COMMONWEALTH OF MASSACHUSETTS

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES 2020 SEC.500

12. CRUSHED STONE SHALL MEET THE REQUIREMENTS OF THE COMMONWEALTH OF MASSACHUSETTS

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES 2020 SEC.M2.01.04

CONCRETE REPAIR/ GENERAL NOTES

CONTRACTORS LAYDOWN AREA

LIMITS OF WORK

PROPOSED CONCRETE DECK AREA RESURFACING

(APPROXIMATELY 2,230 S.F.)

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AREA OF CONCRETE DEMOLITION

AND CONCRETE OVERLAY

B7

B7

85'-6"

LEGEND

LOCALIZED SPALLING

ON CURB FACE

(1 S.F. +/-)

SLOPE

" / FOOT

TRAVEL LANE

TRAVEL LANE

12'-0" 12'-0"

8" THICK CONCRETE DECK

5- 36 WF X

194@ 6' 10.5"

C15X33.9 C15X33.9

C15X33.9

W4X13

2'-0"

27'-6 5/16"

2.5" CLEAR SPACE (FIELD VERIFIED)

30'-0"

26'-0"

#5 TRANSVERSE REINFORCING W/

#4 LONGITUDINAL BARS

(SEE INFORMATION DWGS.)

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A2

EXISTING BRIDGE SECTION

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

2'0 1' 4'

EXISTING REINFORCEMENT

ORIGINAL CONCRETE SURFACE

TO BE REMOVED

DETERMINE EXTENT OF UNSOUND CURB FACE CONCRETE

AND SAWCUT LINE PARALLEL TO THE CURB AT CURB SPALL

AS SHOWN ON SHT. S-102

REMOVAL MAX DEPTH OF 5"

WHERE UNSOUND CONCRETE

IS ENCOUNTERED

REMOVAL DEPTH OF 3" MINIMUM

ACROSS ENTIRE DECK, WHERE

DETERIORATION BEYOND 3" DEPTH

EXISTS, REMOVE TO A MAXIMUM OF 5"

3" MIN.

SAWCUT LINE AT THIS LOCATION WHERE CURB REHABILITATION IS NOT

REQUIRED (INTERSECTION OF THE DECK AND VERTICAL CURB FACE)

6" WIDE UNSOUND CONCRETE

SECTION ON SOUTH

APPROACH SLAB TO BE

REPAIRED (ENTIRE BRIDGE

DECK WIDTH)

REMOVE UNSOUND

CONCRETE TO A MINIMUM OF

3" UNDER EXPANSION PLATE

STEEL BEAM

0'-3"

6"

MIN.

EXISTING NORTH

APPROACH SLAB AND

BACKWALL

SAWCUT PERIMETER OF REPAIR

AREA AND REMOVE UNSOUND

CONCRETE AT FIXED JOINT.

REPLACE EXISTING ELASTOMETRIC

JOINT FILLER WITH NEW JOINT FILLER

STEEL BEAM

PROTECT IN-PLACE

EXISTING COPPER FLASHING

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EXPANSION JOINT DETAIL

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E2

BRIDGE DEMOLITION SECTION

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

1' 2'0 6"

1' 2'0 6"

B7

FIXED JOINT DETAIL

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

1' 2'0 6"

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CONCRETE APPROACH

CURB WITH GRANITE

CURB (30 LF)

PROPOSED OBJECT MARKERS

(TYP.) LOCATE MARKERS AT

THE BRIDGE CORNERS AS

SHOWN INSIDE OF THE CURB

QUANTITY (4)

REPLACE BROKEN

CONCRETE APPROACH

CURB WITH GRANITE

CURB (20 LF)

REPLACE BROKEN

CONCRETE APPROACH

CURB WITH GRANITE

CURB (20 LF)

REPLACE BROKEN

CONCRETE APPROACH

CURB WITH GRANITE

CURB (24 LF)

1'-6"

BACKFILL/ LOAM AND SEED AS REQUIRED

(MATCH ORIGINAL GRADE)

6"X24" GRANITE CURB WITH 6" REVEAL

12" CRUSHED STONE UNDER CURB

AND CONCRETE

SET CURB W/ CONCRETE

FOR SUPPORT ON

BACKSIDE OF GRANITE

LOCATE OUTSIDE APPROACH SLAB EDGE

AND SET NEW GRANITE CURB AT THIS

LOCATION AFTER DAMAGED CURB

REMOVAL

EXISTING SOIL UNDER SLAB

TO REMAIN DURING CURB

INSTALLATION

OM-3R

MAX 4' ABOVE ROAD SURFACE

STEEL POST DRIVEN MINIMUM

3'-0" INTO GROUND

OM-3L

12 GA. ALUMINUM, WITH SELF ADHESIVE

YELLOW BACKGROUND WITH BLACK STRIPES

1'-0"

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CURB REPLACEMENT PLAN

1/4" = 1' - 0"

0 4' 8'2'

N

MNBHDM

A1

SECTION GRANITE CURB DETAIL

SCALE: 1" = 1' - 0"

0 1' 2'6"

S-104

A1

A6

TYPICAL OBJECT MARKER DETAIL

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

1' 2'0 6"

D1

S-104

CURB

75'- 0" (INSIDE TO INSIDE OF

ABUTMENT FACE)

5X5 HSS POST TYPICAL

ABUTMENT

DECK

EXISTING 11" x 11" x

5/8" (TYPE.)

(4) EXISTING

BOLTS, (TYPE.)

EXISTING GALVANIZED HSS POST

AND RAILING TYPICAL

S-105

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BRIDGE ELEVATION

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

0 2' 4'1'

E2

S-105

B5

RAILING DETAIL

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

1' 2'0 6"

B5

CONSTRUCTION NOTE:

RAILING DETAIL FOR INFORMATION PURPOSES

ONLY, NO WORK IS INTENDED TO BE PERFORMED

ON THE RAILINGS