Drawings.pdf

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US Army Corps of Engineers ®

New England District

4 5 6 7 8 9 10 11 12

BOURNE BRIDGE PAVING REPAIR

CAPE COD CANAL

BOURNE,MASSACHUSETTS

I

I

NEW

HAMPSHIRE

I CONCOR

PORTSMOUTH

MAINE

/ VT p-- s=, MASSACHUSETTS -....,'-

CONN.

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CAPECOD

CANAL

ATLANTIC

OCEAN

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M_ A_P _________________ C)__

SOLICITATION NO.: W912WJ26BA006

CONTRACT NO.:

ISSUE DATE: OCTOBER 2025

CAPE COD BAY

SAGAMORE BRIDGE

NANTUCKET SOUND

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T_ I_O_N_M _A_P ________________ C)__

13 14 15 16 17 18 19 20

INDEX TO DRAWINGS

SHEET NO. DESIGN FILE SHEET TITLE

1 G-001 CAP-136_G-001.DWG COVER SHEET AND INDEX

2 G-002 CAP-136 G-002.DWG GENERAL NOTES AND ABBREVIATIONS

3 G-003 CAP-136_G-003.DWG CONTRACTOR STAGING AREAS

4 C-101 CAP-136_C-101.DWG BOURNE BRIDGE ADVANCED SIGNING PHASE I

5 C-102 CAP-136_C-102.DWG BOURNE BRIDGE ADVANCED SIGNING PHASE II

6 C-103 CAP-136_C-103.DWG BOURNE BRIDGE ADVANCED SIGNING PHASE Ill

7 C-104 CAP-136_ C-104.DWG BOURNE BRIDGE TRAFFIC CONTROL PLAN

8 C-601 CAP-136_C-601.DWG CONSTRUCTION SIGN SCHEDULE

9 S-101 CAP-136 S-101.DWG BOURNE BRIDGE DECK PLANS AND ELEVATION

10 S-501 CAP-136_S-501.DWG STRUCTURAL DETAILS

INDEX TO INFORM ATI O N DRAWINGS

DRAWING NO. OR DATE DRAWING TITLE RELEVANT INFORMATION SHEET NO.

402 E-12-1 DEC 1933

1087 E-1-1 MAY 1949

1156 E-1-1 SHEET 3 DEC 1963

SAGAMORE AND BOURNE BRIDGES BOURNE BRIDGE DECK SECTIONSDECK SECTIONS

BOURNE BRIDGE RESURFACING 1949 BOURNE BRIDGE RESURFACING

DETAIL

STRUCTURAL DECK PLAN 1963 BOURNE BRIDGE REHABILITATION

DECK PLAN

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

APPROVED FOR TECHNICAL ADEQUACY BY:

Di;jlallysig,,&d by JACOB9.LAUAEN.AS�LE'l.11:mil0827

JACOBS. LAU REN.ASHLEY. 1137790927i��u'.:��-��-ASHLEY.11am1J .. T, au=UsA, OU=PIG, DLI=DoD, D-21l20.a7.0,14:1H:Oll-<M-<ll'

TECHNICAL LEAD ENGINEER

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH

APPROVAL RECOMMENDED BY:

TESSIER MATTHEW E 1377053253 Digltally signed byTESSIER.MATTHEW.E.1377053253

• • • Date: 2025.07.18 08:16:02-04'00'

CHIEF, DESIGN BRANCH

APPROVED BY:

j7;,;,, "{,,_A-

CHIEF, ENGINEERING DIVISION

MARGOLIS.DAVI D.I.1228573805

2025.07.21 12:51 :08 -04'00'

7/8/2025

DATE

DATE

DATE

18JUL2025

DATE

21 JUL 20"

DATE

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.

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OCTOBER 2025

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ABBREVIATIONS:

AASHTO AMERICAN ASSOCIATION OF STATE

HIGHWAY AND TRANSPORTATION

OFFICIALS

ASTM

AND

AMERICAN SOCIETY

FOR TESTING AND MATERIALS

APPROX. APPROXIMATE

BIT.

BTWN.

C.C.

BITUMINOUS

BETWEEN

CENTER TO CENTER

CENTERLINE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CHANNEL

CONG. CONCRETE

CONT. CONTINUOUS

DIA or0 DIAMETER

EL. ELEVATION

EXIST. EXISTING

GALV. GALVANIZED

LF LINEAR FEET

LRFD LOAD AND RESISTANCE FACTOR DESIGN

MAX. MAXIMUM

MH MANHOLE

MIN. MINIMUM

o.c. ON CENTER

SF SQUARE FOOT

SIP STAY IN PLACE

T.B.R. TO BE REMOVED

TEMP. TEMPORARY

T.R. TO REMAIN

TYP. TYPICAL

WI WITH

WWF WELDED WIRE FABRIC

I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 18 I 19 I 20

TRAFFIC CONTROL NOTES FOR ALL PHASES:

1. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE ALL TRAFFIC CONTROL RELATED WORK THROUGH BOTH MassDOT & U.S. ARMY CORPS OF ENGINEERS, CONTRACTING OFFICER'S REPRESENTATIVE (COR}.

2. EXACT LOCATION OF SIGNS SHOWN SHALL BE APPROVED BY MassDOT.

3. ADVANCED SIGNING SHALL REMAIN IN PLACE THROUGHOUT THE LENGTH OF CONSTRUCTION.

4. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES" (MUTCD} AND ALL REVISIONS.

5. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH MUTCD.

6. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK. MESSAGE BOARDS SHALL BE IN PLACE 1 WEEK PRIOR TO START OF WORK.

7. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.

8. VARIABLE MESSAGE BOARDS SHALL CONTAIN 3 LINES AND SHALL BE ABLE TO SCROLL THROUGH 2 MESSAGES.

9. ALL SIGN LOCATIONS & DISTANCES MAY BE ADJUSTED TO MEET FIELD CONDITIONS WITH APPROVAL FROM BOTH MassDOT & U.S. ARMY CORPS OF ENGINEERS CONTRACTING OFFICER'S REPRESENTATIVE (COR).

10. MAXIMUM DISTANCE SHALL BE ADJUSTED (DECREASED} AS NECESSARY BASED ON ACTUAL LOCATION OF WORK AREA. BUFFER AND SHIFTING TAPER SHALL NOT BE CHANGED EXCEPT SOUTH SIDE OF THE BOURNE BRIDGE.

11. ON THE SOUTHERN END OF THE BOURNE BRIDGE THERE IS A PARKING LOT THAT CONTAINS A "DUNKIN' DONUTS LLC".

THE EXIT RAMP FROM THIS LOT ONTO RT 28 WILL BE CLOSED USING CLOSELY SPACED DRUMS. THE ENTRANCE RAMP INTO THE LOT FROM RT 28 WILL BE NARROWED WITH DRUMS IN ORDER TO DISCOURAGE EXITING ONTO RT 28. SEE

C-104 L1, H1 &C1 FOR LOCATIONS AND DETAILS.

12. THE FIRST TEN DRUMS IN ANY TAPER SHALL BE EQUIPPED WITH SEQUENTIAL FLASHING LIGHTS.

13. MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER IN FEET IS EQUAL TO THE SPEED OF TRAFFIC IN MPH.

14. MINIMUM LANE WIDTH IS TO BE 11 FEET.

15.

16.

SIDEWALK TO BE CLOSED DURING PHASE I BOURNE BRIDGE. SEE NOTE 5 C-601.

FOR TRAFFIC CONTROL PHASING AND SEQUENCE OF WORK, SEE SPECIFICATION SECTION 01 11 00.

VARIABLE MESSAGE BOARD SIGN TO READ

MESSAGE 1 WEEK PRIOR TO WORK: BRIDGE WORK BEGINS I DATE TBD PLAN AHEAD

MESSAGE DURING CONSTRUCTION: BRIDGE WORK/ EXPECT TRAFFIC DELAYS

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LAW ENFORCEMENT NOTE:

1. THE CONTRACTOR SHALL SCHEDULE AND PAY FOR TWO LAW ENFORCEMENT POLICE DETAILS, ONE MASSACHUSETTS STATE POLICE AND ONE BOURNE POLICE DEPARTMENT, FOR THE ENTIRE DURATION WHEN LANE

RESTRICTIONS ARE IN PLACE.

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SIZE OF SIGN NUMBER OF NO. POSTS

SIGNS REQ'D REQUIRED REMARKS: SIZE OF SIGN

p IDENTIFICATION WIDTH HEIGHT BOURNE NUMBER TEXT BOURNE

(in) (in) BRIDGE BRIDGE

IDENTIFICATION WIDTH HEIGHT NUMBER (in) (in)

BRIDGE SEE SHEETS

G) 48 48 WORK 1 2 C-101 TO C-103 FOR

1 MILE BOURNE BRIDGE

LOCATION OF SIGNS.

@ 48 48

N W20-1a

BRIDGE SEE SHEETS

WORK 4 8 C-101 TO C-103 FOR

48 48 BOURNE BRIDGE

½MILE LOCATION OF SIGNS. @ 30 30

W20-1b M

BRIDGE SEE SHEETS

® WORK 3 6 C-101 TO C-103 FOR

48 48 BOURNE BRIDGE

AHEAD LOCATION OF SIGNS.

@ 36 36

W20-1c

L

ROAD SEE SHEET

48 NARROWS 2 C-101 TO C-103 FOR

48 1 BOURNE BRIDGE @ 48 48

LOCATION OF SIGNS

W5-1

WORK ZONE

K

SPEEDING SEE SHEETS

® 48 36 FINES 5 10 C-101 TO C-103 FOR BOURNE BRIDGE

DOUBLE LOCATION OF SIGNS.

MA-R2-1Da @ 48 48

VARIABLE SEE SHEETS

N/A NIA MESSAGE 5 NIA C-101 TO C-103 FOR BOURNE BRIDGE

BOARD LOCATION OF SIGNS.

J @ 48 48

NO SEE SHEETS

48 48 WIDE 5 10 C-101 TO C-103 FOR BOURNE BRIDGE

LOADS LOCATION OF SIGNS.

END ROAD SEE SHEETS

H

® 48 WORK 2 2 C-101 TO C-103 FOR36 DOUBLE BOURNE BRIDGE

FINES END LOCATION OF SIGNS.

@ 48 48

MA-R2-10e

1 1 SEE SHEET

48 36 C-101 FOR

N LOCATION OF SIGN.

G E5-2 @) 24 36

@ I: I

SEE SHEETS

48 48 4 8 C-102 & C-103 FOR

BOURNE BRIDGE

LOCATION OF SIGNS. @ 24 30

F W4-2L

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SEE SHEETS

@ 48 48 2 4 C-101 TO C-103 FOR

BOURNE BRIDGE

LOCATION OF SIGNS.

NIA NIA

W4-2R

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ATTACHED SEE SHEETS

WITH SIGN C-101 TO C-103 FOR

24 24 2 NUMBER 3 BOURNE BRIDGENO POST

REQUIRED LOCATION OF SIGNS.

@ 48 48

W13-1

D

ARROW SEE SHEETS

@ NIA NIA • 1 2 C-102 & C-103 FOR

BOARD BOURNE BRIDGE @ 36 36

LOCATION OF SIGNS.

ARROW SEE SHEET

@ NIA NIA . 1 2 C-101 FOR

- BOURNE BRIDGE

BOARD LOCATION OF SIGNS.

36 36 C

SEE SHEETS

1 2 C-101 TO C-103 FOR

48 48 BOURNE BRIDGE

LOCATION OF SIGNS.

B

W1-4R

SEE SHEETS

48 48 1 2 C-101 TO C-103 FOR

@ BOURNE BRIDGE

LOCATION OF SIGNS.

@ 36 36

W1-4L

A A1 CONSTRUCTION SIGN SCHEDULE

NOT TO SCALE

11 12 13

NUMBER OF NO. POSTS

SIGNS REQ'D REQUIRED

BOURNE BOURNE TEXT BRIDGE BRIDGE

fi 1 0

W4-1R

@) 0 0

R1-1

0 0

W3-1

RIGHT

LANE 1 0

CLOSED

XXX

W20-5R

RIGHT

OLANE 2 0

CLOSED

XXX

MA-W20-5dR

LEFT 0 0

LANE

CLOSED

XXX

W20-5L

LEFT 2 0

TWO LANES

CLOSED

XXX

MA-W20-5dR

STOP

HEREON 0 0

RED

R10-6

NO

TURN 0 0

ON RED

R10-11b

SIGNAL

ACTUATED

VARIABLE

0 N/A

MESSAGE

BOARD

n 0 0

W3-3

1 2

R1-2

1 2

W3-2

SIDEWALK 2 4

CLOSED

R9-9

14 15

REMARKS:

ATTACHED TO DRUM.

SEE SHEETS C-101 TO C-103 FOR

BOURNE BRIDGE

NOT APPLICABLE

NOT APPLICABLE

ATTACHED TO DRUM.

SEE SHEET C-101 FOR

BOURNE BRIDGE

ATTACHED TO

DRUM.

SEE SHEET

C-101 FOR

BOURNE BRIDGE

LOCATION

OF SIGN

NOT APPLICABLE

ATTACHED TO

DRUM.

SEE SHEETS

C-102 & C-103 FOR

BOURNE BRIDGE

LOCATION

OF SIGNS.

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

SEE SHEETS

C-101 TO C-103 FOR

BOURNE BRIDGE

LOCATION

OF SIGNS.

SEE SHEETS

C-101 TO C-103 FOR

BOURNE BRIDGE

LOCATION OF SIGNS

SEE SHEETS

ATTACHED TO DRUM

OR MOUNT ON POSTS

C-101, C-102, FOR

BOURNE BRIDGE

SEE NOTES

16 17 18 19

2'-0" MIN.

�--W20-1a

P-5 POSTS, TYPICAL

W13-1

EDGE OF

ROADWAY

xx M.P.H.

NOTE: W20-1a AND W13-1 SHOWN, OTHERS ARE SIMILAR.

� SIGN ELEVATION

� NOT TO SCALE

NOTES:

1. PER THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES" (MUTCD) AND ALL REVISIONS INCLUDING 2022 MASSACHUSETTS AMENDMENT

TO THE MUTCD. REFERENCE ALL STANDARDS FOR TEXT DIMENSIONS (in), LETTER

HEIGHT, VERTICAL SPACING, ARROW RTE MARKER, BACKGROUND, LEGEND, BOARDER

COLORS AND OTHER DETAILS AS REQUIRED .

2. UNLESS OTHERWISE NOTED, ALL SIGN POSTS TO BE P-5.

3. ALL TEMPORARY, REGULATORY WARNING AND GUIDE SIGNS SHALL BE BLACK LEGEND

ON ORANGE BACKGROUND.

4. NUMBER OF SIGNS REQUIRED REPRESENT THE MAXIMUM NUMBER OF SIGNS REQUIRED

AT ANY ONE PHASE, PER BRIDGE. NOT TOTAL NUMBER OF SIGNS FOR ALL PHASES.

NUMBER OF SIGNS LISTED ARE TO MATCH WHAT ARE SHOWN ON PLANS AND ARE FOR

INFORMATION PURPOSES. IN THE EVENT OF DISCREPANCY BETWEEN THE PLANS AND

THIS SHEET, THE NUMBER OF SIGNS SHOWN ON THE PLANS SHALL GOVERN.

5. SIDEWALK CLOSED SIGNS ALONG WITH LIGHT DUTY BARRICADES SHOULD BE

INSTALLED AT THE BEGINNING OF THE CLOSED SIDEWALK INSTEAD OF AT THE

INTERSECTION PRECEDING THE CLOSED SIDEWALK. CONTRACTOR SHALL NOTIFY THE

COR 10 DAYS IN ADVANCE OF WHEN THE SIGNS ARE TO BE INSTALLED TO ALLOW

SUFFICIENT TIME FOR THE USAGE TO PROVIDE NOTICE TO THE PUBLIC. THESE SIGNS

ARE ONLY USED IN PHASE I BOURNE BRIDGE.

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