A00803-616286.pdf
PDF 20 MB Posted
- Attached to
- 616286 CHESTERFIELD-HINSDALE-MIDDLEFIELD-PITTSFIELD Maintenance and Preservation of Municipal Brid
- Solicitation number
- BD-27-1030-0H100-0H002-131513
- Issued by
- Berkshire County, Massachusetts
About this file
This document comprises technical drawings and construction specifications for the Massachusetts Department of Transportation Highway Division Proposal No. 616286, addressing maintenance and preservation projects for five municipal bridges across Chesterfield, Hinsdale, Middlefield, and Pittsfield, Massachusetts. The scope of work encompasses structural steel repairs, bridge seat cleaning, concrete deck repairs, reinforcement installation, and temporary protective shielding across the following bridges: Indian Hollow Road over Chauncey Brook (Chesterfield), Town Hill Road over Factory Brook (Middlefield) for two separate structures (M-19-003 and M-19-004), Holmes Road over Housatonic River (Pittsfield), and Old Windsor Road over Windsor Brook (Hinsdale). Estimated quantities include 820 to 2,333 pounds of structural steel repairs per bridge, between 36 and 109 feet of bridge seat cleaning, 1 to 45 cubic yards of cement concrete, 4 to 16 cubic yards of polyester polymer concrete for deck repairs, and 40 to 595 square feet of temporary protective shielding. The project documentation was submitted on July 18, 2026, with the secondary structural submission dated June 11, 2026, and reflects design work completed through multiple phases.
The specifications detail comprehensive traffic control and detour plans conforming to the Manual on Uniform Traffic Control Devices (MUTCD), including temporary road closures, Type III barricades, portable changeable message signs (PCMS), and alternating one-way traffic patterns with flaggers or traffic officers for projects requiring active traffic management. Construction activities include jacking and shoring operations, drilling and grouting dowels, steel railing repairs, and concrete excavation ranging from 1 to 19 square yards per site. The documents specify that the two Middlefield bridges (M-19-003 and M-19-004) shall not be closed concurrently to maintain access to residences between the structures, and temporary steel plate bridging must be provided to ensure emergency vehicle and abutting property owner access within 10 minutes during construction. Funding is noted as federal aid project support (C-12-019, M-19-003, M-19-004, P-10-001, and H-16-006), with no specific contract award amounts, payment terms, or bidding deadline dates explicitly stated in the provided documentation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 616286 - Notice to Contractors.pdf | ||
| A00871-616286.pdf | ||
| A00820-616286.pdf | ||
| A00804-616286.pdf | ||
| A00875-616286.pdf | ||
| 616286 - Plan Holders List 8-11-2026.pdf | ||
| 616286 Bid Items List.txt | TXT text file | |
| A00801-616286.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Massachusetts Department Of Transportation Highway Division Proposal No. 616286-135582
A00803 - 1
DOCUMENT A00803
DRAWINGS
Massachusetts Department Of Transportation Highway Division Proposal No. 616286-135582
A00803 - 2
THIS PAGE INTENTIONALLY LEFT BLANK
ITEM
D
ESC
R
IPTIO
N
Q U
AN
TITY
U N
ITS
107.97
STR
U C
TU
R
AL STEEL R
EPAIR
S
LBS
226.37 C
LEAN
IN
G
BR
ID
G
E SEATS
FT
909.3 R
APID
SETTIN
G
LO
W
PER
M
EABILITY C
O N
C R
ETE
C Y
909.5 R
APID
H
AR
D
EN
IN
G C
EM
EN
TITIO
U
S PR
O
D U
C
TS FO
R R
EPAIR
S
C
Y 910.1
STEEL R
EIN
FO
R
C
EM
EN
T FO
R
STR
U C
U
TU
R
ES - EPO
XY C
O
ATED
LB
994.1
TEM
PO
R
AR
Y PR
O
TEC
TIVE SH
IELD
IN
G
SF
994.101
TEM
PO
R
AR
Y PR
O
TEC
TIVE SH
IELD
IN
G (O
U
TSID
E FASC
IA BEAM
SF
ESTIM
ATED
Q U
AN
TITIES (N
O T G
U
AR
AN
TEED
127.4 R
EIN
FO
R C
ED
C
O N
C R
ETE D
EC
K EXC
AVATIO
N
(FU
LL D
EPTH
127.1
R
EIN
FO
R
C
ED
C O
N C
R
ETE EXC
AVATIO
N
C
Y
SY
C
Y
905.2
5000 PSI, 38 ", 710 H
P C
EM
EN
T C
O N
C R
ETE
C Y
106.493
PO
LYESTER
PO
LYM
ER
C O
N C
R
ETE FO
R
TO
PSID
E D
EC
K R
EPAIR
S
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
C-12-019 (0GA).DWG 11-Jun-2026 11:46 AMPlotted on
G
EN
ER
A
L N O
TES, LO
C
U
S, PR
O
FILE, A
N D
IN
D
EX
616286
IN
D
IA
N
H O
LLO
W
R O
A D
O
VER
C H
A U
N C
EY B
R
O O
K C
H
ESTER
FIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
O N
E W
ASH
IN
G
TO
N
M
ALL
SU
ITE 1602
BO
STO
N , M
A 02108 (617)268-2017
JJU
LYY
Proposal No. 616282-135582
A00803 - 3
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
C-12-019 (0GA).DWG 11-Jun-2026 11:46 AMPlotted on
FR
A
M
IN
G
PLA
N
TYPIC
A
L C R
O
SS SEC
TIO
N
616286
IN
D
IA
N
H O
LLO
W
R O
A D
O
VER
C H
A U
N C
EY B
R
O O
K C
H
ESTER
FIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
SU
PER
STR
U
C
TU
R
E - SC
H
ED
U
LE O
F R
EPA
IR
S (STEEL R
EPA
IR
S)
R
EPA
IR
N
O
B
EA
M N
O
LO
C
A
TIO
N B
EA
M
SIZE
SH
O R
IN
G
R
EQ
U
IR
ED
JA
C K
IN
G
R
EQ
U
IR
ED
R
EPA
IR
LEN
G
TH
(IN
R
EPA
IR
H
EIG
H
T
(IN
N O
TES
S-1 B1
W
. ABU
TM
EN
T 24W
F87 N
O N
O
6.5
SEE SH
EET 4 FO
R
D
ETAILS
S-2 B1
E. ABU
TM
EN
T
24W F87
N O
N O
6.5
SEE SH
EET 4 FO
R D
ETAILS
S-3 B2
W
. ABU
TM
EN
T 24W
F80 N
O N
O
6.5
SEE SH
EET 4 FO
R
D
ETAILS
S-4 B3
W
. ABU
TM
EN
T 24W
F80 N
O N
O
6.5
SEE SH
EET 4 FO
R
D
ETAILS
S-5 B4
W
. ABU
TM
EN
T 24W
F87 N
O N
O
6.5
SEE SH
EET 4 FO
R
D
ETAILS
S-6 B4
E. ABU
TM
EN
T
24W F87
N O
N O
6.5
SEE SH
EET 4 FO
R D
ETAILS
N
JJU
LY
A00803 - 4
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
C-12-019 (0GA).DWG 11-Jun-2026 11:46 AMPlotted on
G
EN
ER
A
L PLA
N
TYPIC
A L C
U R
B R
EPA
IR
S
616286
IN
D
IA
N
H O
LLO
W
R O
A D
O
VER
C H
A U
N C
EY B
R
O O
K C
H
ESTER
FIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 5
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
C-12-019 (0GA).DWG 11-Jun-2026 11:46 AMPlotted on
STEEL B
EA
M
EN
D R
EPA
IR
D
ETA
ILS
616286
IN
D
IA
N
H O
LLO
W
R O
A D
O
VER
C H
A U
N C
EY B
R
O O
K C
H
ESTER
FIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 6
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
C-12-019 (0GA).DWG 11-Jun-2026 11:46 AMPlotted on
B
EA
R
IN
G K
EEPER
PLA
TE R
EPA
IR
D
ETA
IL
616286
IN
D
IA
N
H O
LLO
W
R O
A D
O
VER
C H
A U
N C
EY B
R
O O
K C
H
ESTER
FIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 7
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
C-12-019 (0GA).DWG 11-Jun-2026 11:46 AMPlotted on
D
EC
K R
EPA
IR
S 616286
IN
D
IA
N
H O
LLO
W
R O
A D
O
VER
C H
A U
N C
EY B
R
O O
K C
H
ESTER
FIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 8
IN
IAN
H
O
LLO
W R
D
ARMY CORPS OF ENGINEERS RD
C H
ESTER
FIELD
H U
N
TIN
G
TO
N
M A-R
11-2b
TO
W
N
LIN
E
INDIAN HOLLOW RD
INDIAN HO
LLO
W
CAM
PG
RO
UND
CORLISS CEMETERY RD
B R
IDG
E
CLO
S
ED
M A-R
11-2b B R
IDG
E
CLO
S
ED
SWEENY RD
COWPER RD
SO
U
TH
ST
INDIAN HOLLOW
RD
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
1.5 M
ILES
A
HEA
D M
A-R 11-3b
(1.5 M
ILES)
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
115768 C-12-019 CLOSURE.DWG 1-Jul-2026 8:43 AMPlotted on
TEM
PO
R A
R Y R
O A
D C
LO
SU
R
E PLA
N
616286
IN
D
IA
N
H O
LLO
W
R D
O
VER
C H
A U
N C
EY B
R
O O
K C
H
ESTER
FIELD
N O
TES:
1.
ALL TH
E TEM
PO
R
AR
Y TR
AFFIC
C
O N
TR
O
L W O
R
K SH
ALL C
O
N
FO
R M
TO
TH
E LATEST
ED
ITIO
N
O
F TH
E "M
AN
U
AL O
N U
N
IFO
R M
TR
AFFIC
C O
N
TR
O L D
EVIC
ES" (M
U
TC
D
) AN
D
ALL R
EVISIO
N
S, U N
LESS SU
PER
SED
ED
BY TH
ESE PLAN
S.
2.
ALL SIG
N
LEG
EN
D
S, BO
R D
ER
S, AN
D M
O U
N
TIN
G
SH
ALL BE IN
AC
C O
R D
AN
C
E W
ITH
TH
E
M U
TC
D
3.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
AN
D
ALL O
TH
ER
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES
SH
ALL BE IN
PLAC
E PR
IO
R
TO
TH
E STAR
T O
F AN
Y W O
R K.
4.
M
ASSD
O
T W
ILL C
O O
R D
IN
ATE W
ITH
R
ESID
EN
TS AN
D
W
ITH
TH
E AR
M Y C
O R
PS O
F
EN
G
IN
EER
S (AC
O
E)/ IN
D
IAN
H
O
LLO
W C
AM
PG
R O
U N
D O
N C
LO
SED
SID
E O
F BR
ID
G
E TO
M
AIN
TAIN
AC
C
ESS.
5.
TYPE III BAR
R
IC
AD
ES SH
ALL BE PLAC
ED
AC
R
O
SS EN
TIR
E W
ID
TH
O F R
O
AD
W
AY.
6.
TH
E C O
N
TR
AC
TO
R
SH
ALL R
EM
O
VE TH
E TYPE III BAR
R
IC
AD
ES FR
O
M
AC
R O
SS TH
E
R O
AD
TO
ALLO
W
TH
E H
O M
EO
W
N
ER
TO
C
R O
SS TH
E BR
ID
G
E.
SIG
N
FAC
E
TYPE III BAR
R
IC
AD
ES
C
LO
SED
BR
ID
G
E
LEG
EN
D
PS&E SUBMISSION 11-JULY-2026
NNAD 83
TR
AFFIC
SIG
N
SU
M
M
AR
Y - BR
ID
G E C
-12-019 (0G A)
ID
EN
TIFIC
ATIO
N N
U M
BER
SIZE O
F SIG
N
(IN
C H
ES)
LEG
EN
D
TEXT D
IM
EN
SIO
N
S (IN
C H
ES)
N
U M
BER
O
F SIG
N
S R
EQ
U
IR
ED
C O
LO
R
N U
M
BER
O F
SU
PPO
R
TS
R
EQ
U
IR
ED
U N
IT
AR
EA
(S.F.)
AR
EA IN
SQ
U
AR
E
FEET
W
ID
TH
H
EIG
H T
LETTER
H
EIG
H
T
VER
TIC
AL
SPAC
IN
G
AR
R O
W R
TE.
M
KR
BAC
KG
R O
U N
D
LEG
EN
D
BO
R
D
ER
M A-R
11-2b
SEE M
AN
U
AL O
N
U N
IFO
R
M
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES
W H
ITE
BLAC
K
BLAC
K M ounted on Type III
Barricades 10.00
20.00
M A-R
11-3b (1.5 M
ILES)
W H
ITE
BLAC
K
BLAC
K
12.50 12.50
B R
IDG
E
CLO
S
ED
BR
ID
G E C
-12-019 (0G A)
15" O
VER
LAP
(M
IN
IM
U
M
SKID
R
ESISTAN
C
E
R
EPAIR
AR
EA
ASTM
A36 STEEL PLATE
(SEE TABLE 1.1 FO
R
TH
IC
KN
ESS)
PLA
N
VIEW
- EXA
M
PLE O
F STEEL PLA
TE O
VER
R
EPA
IR
A R
EA
N
O
T TO
SC
ALE
1.
TH
E C O
N
TR
AC
TO
R
TO
H
AVE STEEL PLATE O
N H
AN
D
SU
FFIC
IEN
T TO
PR
O
VID
E AC
C
ESS TO
TH
E ABU
TTER
AT AN
Y PO
IN
T D U
R
IN
G C
O N
STR
U
C
TIO
N
. TH
E C O
N
TR
AC
TO
R
TO
C O
O R
D
IN
ATE W
ITH
TH
E ABU
TTER
AN
D
STAG
E W O
R
K TO
AVO
ID
C O
N
FLIC
TS W
ITH
ABU
TTER
AC
C
ESS. PLATES TO
ALW
AYS BE AVAILABLE O
N
SITE
FO
R
EM
ER
G
EN
C
Y AC
C
ESS AN
D
C O
N
TR
AC
TO
R
TO
PLATE O
VER
R
EPAIR
S AN
D
ALLO
W
AC
C
ESS W
ITH
IN
M
IN
U
TES FO
R
EM
ER
G
EN
C
Y AC
C
ESS.
2.
SEC
U
R
E BR
ID
G
IN
G
AG
AIN
ST D
ISPLAC
EM
EN
T.
3.
EN
SU
R
E TH
AT ALL STEEL PLATES W
ITH
IN
TH
E R
IG
H T-O
F-W
AY, U
SED
IN
O R
O U
T O
F TH
E R O
AD
W
AY, AR
E
W
ITH
O U
T D
EFO
R M
ATIO
N
. IN
SPEC
TO
R
S C
AN
D
ETER
M
IN
E TH
E TR
U
EN
ESS O
F STEEL PLATES BY U
SIN
G
A
STR
AIG
H
T ED
G
E AN
D
SH
O
U
LD
R
EJEC
T AN
Y PLATE TH
AT IS PER
M
AN
EN
TLY D
EFO
R M
ED
4.
U
SE LO
W
SPEED
IN
STALLATIO
N
W
ITH
O U
T AN
C
H O
R
BO
LTS. EN
SU
R
E STEEL PLATE U
SED
M
EETS
M
ATER
IAL AN
D D
IM
EN
SIO
N
AL C
R
ITER
IA, PR
O
VID
ED
H
ER
EIN
. A SIN
G
LE PLATE IS R
EC
O M
M
EN
D
ED
TA
B
LE 1.1 - STEEL PLA
TE TH
IC
K
N
ESS
M A
X. C
LEA
R
SPA
N O
R
TR
EN
C
H W
ID
TH
M
IN
. TO
TA
L PLA
TE
TH
IC
K N
ESS *
1'-11" 0'-0 3/4"
3'-5" 0'-1"
5'-3" 1 3/4 "
D
ETA
IL N
O
TES:
* TH
E M
IN
IM
U M
PLATE TH
IC
KN
ESS LISTED
IN
TH
IS TABLE IS
IN
TEN
D
ED
FO
R
EM
ER
G
EN
C
Y VEH
IC
LE AN
D
TR
U
C
K AC
C
ESS.
ABU
TTER
AC
C
ESS FO
R
PASSEN
G
ER
VEH
IC
LES TO
BE
PR
O
VID
ED
U
SIN
G
A 1" PLATE TO
SPAN
A M
AXIM
U M
O F 5'-3".
IN
D
IAN
H
O
LLO
W R
D
/SO
U
TH
ST
IN
TER
SEC
TIO
N
N
SC
ALE: 1" = 150'
SC
ALE: 1" = 300'
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
1.5 M
ILES
A
HEA
D
JU
LY
N F A
A00803 - 9
ESTIM
ATED
Q U
AN
TITIES (N
O T G
U
AR
AN
TEED
ITEM
D
ESC
R
IPTIO
N Q
U
AN
TITY
U
N
ITS
107.97
STR
U C
TU
R
AL STEEL R
EPAIR
S
LB
226.37 C
LEAN
IN
G
BR
ID
G
E SEATS
FT
910.1
STEEL R
EIN
FO
R C
EM
EN
T FO
R
STR
U
C U
TU
R
ES - EPO
XY C
O
ATED
LB
908.11
EXPO
SED
C
O N
C R
ETE BR
ID
G E D
EC
K SEALIN
G
SY
994.1
TEM
PO
R
AR
Y PR
O
TEC
TIVE SH
IELD
IN
G
SF
127.4 R
EIN
FO
R C
ED
C
O N
C R
ETE D
EC
K EXC
AVATIO
N
(FU
LL D
EPTH
SY
106.493
PO
LYESTER
PO
LYM
ER
C O
N C
R
ETE FO
R
TO
PSID
E D
EC
K R
EPAIR
S
C
Y
909.3 R
APID
SETTIN
G
LO
W
PER
M
EABILITY C
O N
C R
ETE
C Y
905.2
5000 PSI, 38 ", 710 H
P C
EM
EN
T C
O N
C R
ETE
C Y
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-003 (05P).DWG 11-Jun-2026 4:40 PMPlotted on
G
EN
ER
A
L N O
TES, LO
C
U
S, PR
O
FILE, A
N D
IN
D
EX
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
O N
E W
ASH
IN
G
TO
N
M
ALL
SU
ITE 1602
BO
STO
N , M
A 02108
(617) 268-2017
JJU
LYY
A00803 - 10
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-003 (05P).DWG 11-Jun-2026 4:41 PMPlotted on
FR
A
M
IN
G
PLA
N
TYPIC
A
L C R
O
SS SEC
TIO
N
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
SU
PER
STR
U
C
TU
R
E - SC
H
ED
U
LE O
F R
EPA
IR
S (STEEL R
EPA
IR
S) R
EPA
IR
N O
B
EA
M
N O
LO
C A
TIO
N
B
EA
M
SIZE
SH
O
R
IN
G R
EQ
U
IR
ED
JA
C
K
IN
G R
EQ
U
IR
ED
R
EPA
IR
LEN
G
TH
(IN
R
EPA
IR
H
EIG
H
T (IN
N O
TES
JU
LYY
A00803 - 11
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-003 (05P).DWG 11-Jun-2026 4:41 PMPlotted on
G
EN
ER
A
L PLA
N 616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LYY
A00803 - 12
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-003 (05P).DWG 11-Jun-2026 4:41 PMPlotted on
STEEL B
EA
M R
EPA
IR
D
ETA
ILS (1 O
F 2)
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 13
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-003 (05P).DWG 11-Jun-2026 4:41 PMPlotted on
STEEL B
EA
M R
EPA
IR
D
ETA
ILS (2 O
F 2)
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 14
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-003 (05P).DWG 11-Jun-2026 4:41 PMPlotted on
D
EC
K R
EPA
IR
S 616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 15
PC
M
S
PC
M
S
M 5-1P(R
M 6-1P(R
M 4-8P
M 3-1P
M 4-8a
SU
R
IN
ER
R D
BENTON HILL RD
BENTON HILL RD
ROUTE 8
CARTER RD
BRO
O
KER HILL RD
HIGH STPLEASAN
T ST
LELAN
D
R D
JOHNSON HILL RD
MIDDLEFIELD RD
BEC
KET R
D
W HILL RD
R
ESER
VO
IR
R D
TO
W
N H
ILL R
D
W HILL RD
TOWN HILL RD
BAN
C
R O
FT R
D
BANCROFT RD
M 4-8a
M 6-3P
M 4-8P
M 3-3P
W 16-8P
PC
M
S
M 4-8P
M 4-8P
M 6-1P(L)
M 5-1P(L)
PC
M
S
MIDDLEFIELD
M
IDDLEFIELD
BECKET
BEC
KET
W
ASH
IN
G
TO
N
CHESTER
BR
ID
G E
M -19-003
(05P)BR
ID
G E
M -19-004
(05Q
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
EN
D
D
ETO
U R
TO
W
N
LIN
E
BECKET
TOWN
LINE
ROUTE 8
Tow nHillRd
SOUTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
SOUTH
Tow nHillRd
W 20-2
W 20-2
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
W 20-2
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 6-3P
M 6-3P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
M 5-1P(L)
M 5-1P(L)
M 5-1P(L)
M 5-1P(L)
M 5-1P(L)
M 6-1P(L)
M 6-1P(L)
M 6-1P(L)
M 6-1P(L)
M 6-1P(L)
M 6-1P(R
M 6-1P(R
M 6-1P(R
M 6-1P(R
M 6-1P(R
W
16-8P
M 5-1P(R
M 5-1P(R
M 5-1P(R
M 5-1P(R
M 5-1P(R
M A-R
11-2b B R
IDG
E
CLO
S
ED
Tow nHillRd
SOUTH
M
4-8P
M 3-3P
W 16-8P
M 6-1P(L)
Tow nHillRd
SOUTH
M
4-8P
M 3-3P
W 16-8P
M 5-1P(L)
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
M 4-8P
M 4-8P
M 3-3P
M 3-3P
W 16-8P
W 16-8P
M 6-1P(R
M 5-1P(R
M A-R
11-3b (2 M
ILES)
NORTH
Tow nHillRd
M 4-8P
M 6-3P
M A-R
11-3b (1 M
ILE)
M A-R
11-3b (1/2 M
ILE)
M 6-1P(L)
M 3-3P
W 16-8P
M 5-1P(L)
NORTH
Tow nHillRd
M 4-8P
M 3-1P
W 16-8P
M 4-8P
M 3-1P
W 16-8P
Tow nHillRd
SOUTH
M 4-8P
M 6-3P
M 3-3P
W 16-8P
Tow nHillRd
SOUTH
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
M
ILE
A
HEA
D
Tow nHillRd
NORTH
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
M
ILE
A
HEA
D 1/
BRIDGE
CLOSED
LOCA
L
TRA
FFIC
O
NLY
M
ILES
A
HEA
D
EN
D
D
ETO
U R
Tow nHillRd
SOUTH
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
DRAWING3.DWG 28-May-2026 12:19 PMPlotted on
D
ETO
U R
PLA
N
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B O
O K
M
ID
LEFIELD
N O
TES:
1.
ALL TH
E TEM
PO
R
AR
Y TR
AFFIC
C
O N
TR
O
L W O
R
K SH
ALL C
O
N
FO
R M
TO
TH
E LATEST
ED
ITIO
N
O
F TH
E "M
AN
U
AL O
N U
N
IFO
R M
TR
AFFIC
C O
N
TR
O L D
EVIC
ES" (M
U
TC
D
) AN
D
ALL R
EVISIO
N
S, U N
LESS SU
PER
SED
ED
BY TH
ESE PLAN
S.
2.
ALL SIG
N
LEG
EN
D
S, BO
R D
ER
S, AN
D M
O U
N
TIN
G
SH
ALL BE IN
AC
C O
R D
AN
C
E W
ITH
TH
E
M U
TC
D
3.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
AN
D
ALL O
TH
ER
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES
SH
ALL BE IN
PLAC
E PR
IO
R
TO
TH
E STAR
T O
F AN
Y W O
R K.
4.
M
ID
D
LEFIELD
BR
ID
G
ES M
-19-003 AN
D M
-19-004 SH
ALL N
O
T BE C
LO
SED
C O
N C
U R
R
EN
TLY TO
M
AIN
TAIN
AC
C
ESS TO
TH
E R
ESID
EN
C
ES BETW
EEN
TH
E TW
O
BR
ID
G
ES.
5.
W H
EN
C
O N
STR
U
C
TIO
N
IS C
O M
PLETE O
N
TH
E FIR
ST BR
ID
G E, R
ELO
C
ATE TH
E TYPE III
BAR
R
IC
AD
ES AN
D
"BR
ID
G E C
LO
SED
" SIG
N
S TO
TH
E SEC
O
N D
BR
ID
G
E. AS R
EQ
U
IR
ED
U
PD
ATE PC
M S M
ESSAG
ES TO
R
EFLEC
T TH
E N
EW
BR
ID
G
E C
LO
SU
R
E.
6.
TYPE III BAR
R
IC
AD
ES SH
ALL BE PLAC
ED
AC
R O
SS EN
TIR
E W
ID
TH
O
F R O
AD
W
AY.
7.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
AN
D
ALL O
TH
ER
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES
SH
ALL R
EM
AIN
IN
PLAC
E TH
R O
U G
H O
U
T TH
E D U
R
ATIO
N O
F C O
N
STR
U C
TIO
N
8.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
IS SH
O
W N
G R
APH
IC
ALLY O
N
TH
IS PAG
E. SIG
N
PLAC
EM
EN
T SH
ALL BE PER
TH
E "TYPIC
AL IN
TER
SEC
TIO
N
SIG
N
PLAC
EM
EN
T" D
ETAIL
O
N
TH
E FO
LLO
W
IN
G
SH
EET AN
D
C O
N
FO
R M
TO
TH
E M U
TC
D
LEG
EN
D
D
ETO
U R
R O
U
TE
SIG
N
TYPE III BAR
R
IC
AD
ES
PO
R
TABLE C
H
AN
G
EABLE M
ESSAG
E SIG
N
(PC
M
S)
C
LO
SED
BR
ID
G
E
O
PEN
BR
ID
G E
SC
ALE: 1" = 1000'
NNAD 83
2ND STRUCTURAL SUBMISSION 07-MAY-2026
M
ESSAG
ES FO
R
PC
M
S
AD
VAN
C E
N O
TIFIC
ATIO
N
M
ESSAG
E 2
M
ESSAG
E 1
C
LO
SIN
G
XXX/## TO
XXX/##
BR
ID
G E O
N
TO
W N
H
ILL
R O
AD
D U
R
IN
G D
ETO
U
R
M
ESSAG
E 2
M
ESSAG
E 1
C
LO
SED
U
SE
D
ETO
U
R
BR
ID
G E O
N
TO
W N
H
ILL
R O
AD
JJU
LY
NN
F A
A00803 - 16
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
DRAWING3.DWG 28-May-2026 12:23 PMPlotted on
SIG
N
SH
EET
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B O
O K
M
ID
2ND STRUCTURAL SUBMISSION 07-MAY-2026
TR
AFFIC
SIG
N
SU
M
M
AR
Y - BR
ID
G E M
-19-003 (05P)
ID
EN
TIFIC
ATIO
N N
U M
BER
SIZE O
F SIG
N
(IN
C H
ES)
LEG
EN
D
TEXT D
IM
EN
SIO
N
S (IN
C H
ES)
N
U M
BER
O
F
SIG
N S
R
EQ
U
IR
ED
C O
LO
R
N U
M
BER
O F
SU
PPO
R
TS
R
EQ
U
IR
ED
U N
IT AR
EA
(S.F.)
AR
EA IN
SQ
U
AR
E FEET
W
ID
TH
H
EIG
H T
LETTER
H
EIG
H
T
VER
TIC
AL
SPAC
IN
G
AR
R
O W
R
TE.
M
KR
BAC
KG
R
O U
N D
LEG
EN
D
BO
R D
ER
M 3-1P
SEE M
AN
U
AL O
N U
N
IFO
R M
TR
AFFIC
C O
N
TR
O L D
EVIC
ES
W
H
ITE
BLAC
K
BLAC
K
M ounted below
M 4-8P/ M
4-8a 2.0
38.0
M 3-3P
W
H
ITE
BLAC
K
BLAC
K
M ounted below
M 4-8P/ M
4-8a 2.0
36.0
M 4-8P
O
R
AN
G E
BLAC
K
BLAC
K
2.0
70.0
M 4-8a
O
R
AN
G E
BLAC
K
BLAC
K
3.0
6.0
M 5-1P (L)
O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 17.6
M 5-1P (R
O R
AN
G
E
BLAC
K
BLAC
K M ounted below W
16-8P 2.2
15.4
M 6-1P (L)
O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 17.6
M 6-1P (R
O R
AN
G
E
BLAC
K
BLAC
K M ounted below W
16-8P 2.2
15.4
M 6-3P
O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 11.0
M A-R
11-2b
W H
ITE
BLAC
K
BLAC
K M ounted on Type III Barricade
10.0 20.0
M A-R
11-3b (1/2 M
ILE)
W H
ITE
BLAC
K
BLAC
K
12.5 12.5
M A-R
11-3b (1 M
ILE)
W H
ITE
BLAC
K
BLAC
K
12.5 12.5
M A-R
11-3b (2 M
ILES)
W H
ITE
BLAC
K
BLAC
K
12.5 12.5
W 16-8P
W
H
ITE
BLAC
K
BLAC
K
M ounted below
M 3-1P/M
3-3P 1.3
48.1
W 20-2
O
R
AN
G E
BLAC
K
BLAC
K
9.0
27.0 A H
EA
D
DETO
UR
NORTH
SOUTH
DETOUR
END
DETOUR
B R
IDG
E
CLO
S
ED
Tow nHillRd
TYPIC
AL IN
TER
SEC
TIO
N
SIG
N
PLAC
EM
EN
T
N O
T TO
SC
ALE DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
500' 500'
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O N
LY
M
ILE
A
HEA
D 1/
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
M
ILE
A
HEA
D
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
M
ILES
A
HEA
D
SIG
N
A
SIG
N
B
SIG
N
C
PC
M
S
SIG
N
D
500' 200'50'
N O
TE: SIG
N
S U
SED
FO
R
TH
IS D
ETO
U
R R
O U
TE AR
E IN
TEN
D
ED
TO
BE R
E-U
SED
FO
R
TH
E D
ETO
U R
R O
U
TE FO
R
BR
ID
G
E N O
. M
-19-004 AS
APPLIC
ABLE, AN
D
SH
ALL O
N
LY BE PAID
FO
R O
N C
E.
JU
LY
N F A
A00803 - 17
Q U
AN
TITIES (N
O T G
U
AR
AN
TEED
ITEM
D
ESC
R
IPTIO
N Q
U
AN
TITY
U
N
ITS
107.97
STR
U C
TU
R
AL STEEL R
EPAIR
S
LB
226.37 C
LEAN
IN
G
BR
ID
G
E SEATS
FT
905.2
5000 PSI, 3/8", 710 H
P C
EM
EN
T C O
N C
R
ETE
C
Y 909.5
R
APID
H
AR
D
EN
IN
G
C
EM
EN
TITIO
U
S PR
O D
U C
TS FO
R
R
EPAIR
S
C Y
910.1
STEEL R
EIN
FO
R C
EM
EN
T FO
R
STR
U
C U
TU
R
ES - EPO
XY C
O
ATED
LB
973.2
PR
E-C O
M
PR
ESSED
JO
IN
T SEAL
FT
994.1
TEM
PO
R
AR
Y PR
O
TEC
TIVE SH
IELD
IN
G
SF
127.4 R
EIN
FO
R C
ED
C
O N
C R
ETE D
EC
K EXC
AVATIO
N
(FU
LL D
EPTH
SY
106.493
PO
LYESTER
PO
LYM
ER
C O
N C
R
ETE FO
R
TO
PSID
E D
EC
K R
EPAIR
S
C
Y
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
P-10-001 (01W).DWG 11-Jun-2026 12:04 PMPlotted on
G
EN
ER
A
L N O
TES, LO
C
U
S, PR
O
FILE, A
N D
IN
D
EX
616286
H O
LM
ES R
O A
D O
VER
H
O U
SA
TO
N
IC
R
IVER
PITTSFIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
O N
E W
ASH
IN
G
TO
N
M
ALL
SU
ITE 1602
BO
STO
N , M
A 02108
(617) 268-2017
JU
LYY
A00803 - 18
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
P-10-001 (01W).DWG 11-Jun-2026 12:04 PMPlotted on
FR
A
M
IN
G
PLA
N
TYPIC
A
L C R
O
SS SEC
TIO
N
616286
H O
LM
ES R
O A
D O
VER
H
O U
SA
TO
N
IC
R
IVER
PITTSFIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
SU
PER
STR
U
C
TU
R
E - SC
H
ED
U
LE O
F R
EPA
IR
S (STEEL R
EPA
IR
S)
R
EPA
IR
N
O
B
EA
M N
O
LO
C
A
TIO
N B
EA
M
SIZE
SH
O R
IN
G
R
EQ
U
IR
ED
JA
C K
IN
G
R
EQ
U
IR
ED
R
EPA
IR
LEN
G
TH
(IN
R
EPA
IR
H
EIG
H
T
(IN
N
O
TES
JJU
LY
A00803 - 19
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
P-10-001 (01W).DWG 11-Jun-2026 12:04 PMPlotted on
G
EN
ER
A
L PLA
N 616286
H O
LM
ES R
O A
D O
VER
H
O U
SA
TO
N
IC
R
IVER
PITTSFIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 20
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
P-10-001 (01W).DWG 11-Jun-2026 12:04 PMPlotted on
STEEL B
EA
M
EN
D R
EPA
IR
D
ETA
ILS
616286
H O
LM
ES R
O A
D O
VER
H
O U
SA
TO
N
IC
R
IVER
PITTSFIELD
N
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
LY
A00803 - 21
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
P-10-001 (01W).DWG 11-Jun-2026 12:04 PMPlotted on
C O
N C
R
ETE B
EA
M
EN
D
R
EPA
IR
D
ETA
ILS
616286
H O
LM
ES R
O A
D O
VER
H
O U
SA
TO
N
IC
R
IVER
PITTSFIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 22
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
P-10-001 (01W).DWG 11-Jun-2026 12:04 PMPlotted on
D
EC
K R
EPA
IR
S 616286
H O
LM
ES R
O A
D O
VER
H
O U
SA
TO
N
IC
R
IVER
PITTSFIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 23
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
P-10-001 (01W).DWG 11-Jun-2026 12:04 PMPlotted on
JO
IN
T R
EPA
IR
S 616286
H O
LM
ES R
O A
D O
VER
H
O U
SA
TO
N
IC
R
IVER
PITTSFIELD
N
FA
2ND STRUCTURAL SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 24
ON E
LA NE
R OA
D
A
H EA
D W 20-4
O NE
L ANE
ROA
D
A
H EA
D W 20-4
M A-R
2-10a
W O R K
ZO
N E
DOUBLED
FIN
ES
SPEEDING
M A-R
2-10a
W O R K
ZO
N E
DOUBLED
FIN
ES
SPEEDING
H O
LM
ES R
D
POMEROY AVE
COOPER PKWY
GRAVESLEIGH TER
BR
ID
G E P-10-001 (01W
O
VER
H
O U
SATO
N
IC
R
IVER
ED
G E O
F R O
AD
(TYP)
16.00'
14.00' 2.00'
W 20-7a
W 16-2P
FEET
POLICE
AHEAD
OFFICER
M A-W
20-7b
W 16-2P
FEET
HOUSATONIC RIVER100'
100'
100' 100'
W 20-7a
W 16-2P
FEET
POLICE
AHEAD
OFFICER
M A-W
20-7b
W 16-2P
FEET
O R
100' 100'
100' 100'
100'
O R
H O
LM
ES R
D
POMEROY AVE
COOPER PKWY
GRAVESLEIGH TER
BR
ID
G E P-10-001 (01W
O
VER
H
O U
SATO
N
IC
R
IVER
ED
G E O
F R O
AD
(TYP)
16.00'
14.00' 2.00'
HOUSATONIC RIVER
100' 100'
O R
100' 100'
100' 100'
O R
100' 100'
100'
ONE
LA NE
R OA
D
A
HE A
D W 20-4 M
A-R 2-10a
W O R K
ZO
N E
DOUBLED
FIN
ES
SPEEDING
W 20-7a
W 16-2P
FEET
POLICE
AHEAD
OFFICER
M A-W
20-7b
W 16-2P
FEET
ON E
L ANE
R OA
D
A
H EA
D W 20-4M
A-R 2-10a
W O
RK
ZO
N E
DOUBLED
FIN
ES
SPEEDING
W 20-7a
W 16-2P
FEET
POLICE
AHEAD
OFFICER
M A-W
20-7b
W 16-2P
FEET
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
115768 P-10-001 ALT ONE-WAY FLAGGERS PHASE 1.DWG 9-Jul-2026 2:50 PMPlotted on
TEM
PO
R A
R
Y TR
A
FFIC
PLA
N
H O
LM
ES R
O A
D O
VER
H
O U
SA
TO
N
IC
R
IVER
PITTSFIELD
A
LTER
N A
TIN
G
O N
E W A
Y (TR
A
FFIC
O
FFIC
ER
/FLA
G
G
ER
C O
N
TR
O
L) - PH
A
SE 1
A
LTER
N A
TIN
G
O N
E W A
Y (TR
A
FFIC
O
FFIC
ER
/FLA
G
G
ER
C O
N
TR
O
L) - PH
A
SE 2
SC
ALE: 1" = 80'
SC
ALE: 1" = 80'
LEG
EN
D
TR
AFFIC
O
FFIC
ER
FLAG
G
ER
C H
AN
N
ELIZIN
G
D
EVIC
E
W O
R
K ZO
N E
SIG
N
D
IR
EC
TIO
N O
F TR
AVEL
PS&E SUBMISSION XX-JULY-2026
JU
LYY
N F A
A00803 - 25
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
115768 P-10-001 ALT ONE-WAY FLAGGERS PHASE 1.DWG 9-Jul-2026 2:50 PMPlotted on
SIG
N
SH
EET
H O
LM
ES R
O A
D O
VER
H
O U
SA
TO
N
IC
R
IVER
PITTSFIELD
N O
TES:
1.
BEAM
EN
D R
EPAIR
S SH
ALL BE C
O
M
PLETED
U
SIN
G H
O
LM
ES R
O
AD
D
R
AFT TM
P D
ATED
2/23/2026 PR
IO
R
TO
IM
PLEM
EN
TIN
G
TH
E TTC
P O
N
SH
EET 8 FO
R
AN
Y AD
D
ITIO
N
AL R
EPAIR
S.
2.
TH
E TEM
PO
R
AR
Y TR
AFFIC
C O
N
TR
O L W
O R
K SH
ALL C
O N
FO
R
M
TO
TH
E LATEST ED
ITIO
N
O
F TH
E "M
AN
U
AL O
N U
N
IFO
R M
TR
AFFIC
C O
N
TR
O L D
EVIC
ES" (M
U
TC
D
) ALL R
EVISIO
N
S, U N
LESS
SU
PER
SED
ED
BY TH
ESE PLAN
S.
3.
ALL SIG
N
LEG
EN
D
S, BO
R
D
ER
S, AN
D
M O
U N
TIN
G
SH
ALL BE IN
AC
C
O R
D
AN
C E W
ITH
M
U
TC
D
4.
TEM
PO
R
AR
Y C
O N
STR
U
C
TIO
N
SIG
N
IN
G
AN
D
ALL O
TH
ER
TR
AFFIC
C O
N
TR
O L D
EVIC
ES SH
ALL BE IN
PLAC
E PR
IO
R
TO
TH
E STAR
T O
F TH
E W O
R K.
5.
TEM
PO
R
AR
Y C
O N
STR
U
C
TIO
N
SIG
N
IN
G
, BAR
R
IC
AD
ES, AN
D
ALL O
TH
ER
N
EC
ESSAR
Y W
O R
K ZO
N
E TR
AFFIC
C O
N
TR
O L D
EVIC
ES SH
ALL BE R
EM
O
VED
FR
O
M
TH
E H
IG
H W
AY O
R
C O
VER
ED
W H
EN
TH
EY AR
E N
O T R
EQ
U
IR
ED
FO
R
C O
N
TR
O L O
F TR
AFFIC
6.
SIG
N
S AN
D
SIG
N
SU
PPO
R
TS LO
C
ATED
O N
O R
N
EAR
TH
E TR
AVELED
W
AY, C
H
AN
N
ELIZIN
G
D
EVIC
ES, BAR
R
IER
S, AN
D C
R
ASH
ATEN
TU
ATO
R
S M U
ST PAST TH
E C
R
ITER
IA SET FO
R
TH
IN
N C
H R
P R
EPO
R T 350, "R
EC
O
M M
EN
D
ED
PR
O C
ED
U
R
ES FO
R
TH
E SAFETY PER
FO
R M
AN
C
E EVALU
ATIO
N O
F H
IG
H W
AY FEATU
R
ES" AN
D
/O R
"M
AN
U
AL FO
R
ASSESSIN
G
SAFETY H
AR
D
W
AR
E" (M
ASH
7.
C
O N
TR
AC
TO
R
S SH
ALL N
O
TIFY EAC
H
ABU
TTER
AT LEAST 24 H
O U
R
S IN
AD
VAN
C E O
F TH
E STAR
T O
F AN
Y W O
R
K TH
AT W
ILL R
EQ
U
IR
E TH
E TEM
PO
R
AR
Y C
LO
SU
R
E O
F AC
C
ESS, SU
C H
AS A
C
O N
D U
IT IN
STALLATIO
N
, EXISTIN
G
EXC
AVATIO
N
, TEM
PO
R
AR
Y D R
IVEW
AY PLAC
EM
EN
T, AN
D
SIM
ILAR
O
PER
ATIO
N
S.
8.
D
ISTAN
C
ES AR
E A G U
ID
E AN
D M
AY BE AD
JU
STED
IN
TH
E FIELD
BY TH
E EN
G
IN
EER
9.
M
AXIM
U
M
SPAC
IN
G
O
F TH
E TR
AFFIC
D
EVIC
ES IN
A TAPER
(D R
U M
S O R
C O
N
ES) IS EQ
U
AL IN
FEET TO
TH
E SPEED
LIM
IT IN
M
PH
10.
M
IN
IM
U M
LAN
E W
ID
TH
IS TO
BE 11 FEET (14 FEET PR
EFER
R
ED
). M
IN
IM
U M
LAN
E W
ID
TH
TO
BE M
EASU
R
ED
FR
O M
TH
E ED
G E O
F D R
U M
S/C H
AN
N
ELIZATIO
N
D
EVIC
ES.
11.
ALL SIG
N
S SH
ALL BE M
O U
N
TED
O N
TH
EIR
O W
N
STAN
D
AR
D
SIG
N
SU
PPO
R
TS.
12.
TH
IS TTC
P M
AY BE APPLIED
TO
W
O R
K ZO
N
E O N
O
PPO
SITE SID
E O
F TH
E R
O
AD
W
AY.
13.
R
O
AD
TO
BE O
PEN
ED
TO
2 LAN
ES AT TH
E EN
D O
F EAC
H
D
AY.
TR
AFFIC
SIG
N
SU
M
M
AR
Y - BR
ID
G E H
-16-006 (04Y)
ID
EN
TIFIC
ATIO
N N
U M
BER
SIZE O
F SIG
N
(IN
C H
ES)
LEG
EN
D
TEXT D
IM
EN
SIO
N
S (IN
C H
ES)
N
U M
BER
O
F
SIG
N S
R
EQ
U
IR
ED
C O
LO
R
N U
M
BER
O F
SU
PPO
R
TS
R
EQ
U
IR
ED
U N
IT AR
EA
(S.F.)
AR
EA IN
SQ
U
AR
E FEET
W
ID
TH
H
EIG
H T
LETTER
H
EIG
H
T
VER
TIC
AL
SPAC
IN
G
AR
R
O W
R
TE.
M
KR
BAC
KG
R
O U
N D
LEG
EN
D
BO
R D
ER
M A-R
2-10a
M
ASSD
O
T STAN
D
AR
D
SIG
N
S
O R
AN
G
E/ W
H
ITE
BLAC
K
BLAC
K
12.0
24.0
M A-R
2-10e
O R
AN
G
E/ W
H
ITE
BLAC
K
BLAC
K
12.0
24.0
M A-W
20-7b
O R
AN
G
E
BLAC
K
BLAC
K
9.0 18.0
W 16-2P
SEE M
AN
U
AL O
N U
N
IFO
R M
TR
AFFIC
C O
N
TR
O L D
EVIC
ES
O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-2P/W
20-4 3.0
6.0
W 20-4
O
R
AN
G E
BLAC
K
BLAC
K
9.0
18.0
W 20-7a
2* O
R
AN
G E
BLAC
K
BLAC
K
9.0
18.0
* W 20-4 O
N
LY TO
BE Q
U
AN
TIFIED
IF FLAG
G
ER
S AR
E U
SED
IN
TH
E PLAC
E O
F TR
AFFIC
O
FFIC
ER
S.
PS&E SUBMISSION XX-JULY-2026
JU
LY
N F A
A00803 - 26
Q U
AN
TITIES (N
O T G
U
AR
AN
TEED
ITEM
D
ESC
R
IPTIO
N Q
U
AN
TITY
U
N
ITS
107.97
STR
U C
TU
R
AL STEEL R
EPAIR
S
LB
226.37 C
LEAN
IN
G
BR
ID
G
E SEATS
FT
910.1
STEEL R
EIN
FO
R C
EM
EN
T FO
R
STR
U
C
TU
R
ES - EPO
XY C
O
ATED
LB
912.
D R
ILLIN
G
AN
D
G R
O U
TIN
G
D O
W
ELS
EA
994.1
TEM
PO
R
AR
Y PR
O
TEC
TIVE SH
IELD
IN
G
SF
994.101
TEM
PO
R
AR
Y PR
O
TEC
TIVE SH
IELD
IN
G
(O U
TSID
E FASC
IA BEAM
SF
127.4 R
EIN
FO
R C
ED
C
O N
C R
ETE D
EC
K EXC
AVATIO
N
(FU
LL D
EPTH
SY
127.41
C
Y R
EIN
FO
R C
ED
C
O N
C R
ETE D
EC
K EXC
AVATIO
N
(PAR
TIAL D
EPTH
127.1 R
EIN
FO
R C
ED
C
O N
C R
ETE EXC
AVATIO
N
C Y
106.493
PO
LYESTER
PO
LYM
ER
C O
N C
R
ETE FO
R
TO
PSID
E D
EC
K R
EPAIR
S
C
Y
127.12 R
EIN
FO
R C
ED
C
O N
C R
ETE SU
BSTR
U C
TU
R
E EXC
AVATIO
N
C Y
905.2
5000 PSI, 3/8", 710 H
P C
EM
EN
T C
O N
C R
ETE
C Y
628.25
TR
AN
SITIO
N
TO
TH
R
IE BEAM
EA
626.31
STEEL TH
R
IE BEAM
H
IG
H W
AY G
U
AR
D
(SIN
G
LE FAC
ED
/SP BASE AN
C
H O
R ) W
/STEEL H
AN
D R
AIL
FT
628.22
EA
TR
AN
SITIO
N
TO
R
IG
ID
BAR
R
IER
(SIN
G
LE FAC
ED
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-004 (05Q).DWG 1-Jul-2026 10:04 AMPlotted on
G
EN
ER
A
L N O
TES, LO
C
U
S, PR
O
FILE, A
N D
IN
D
EX
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
O N
E W
ASH
IN
G
TO
N
M
ALL
SU
ITE 1602
BO
STO
N , M
A 02108
(617) 268-2017
JJU
LYY
A00803 - 27
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-004 (05Q).DWG 1-Jul-2026 10:04 AMPlotted on
FR
A
M
IN
G
PLA
N
TYPIC
A
L C R
O
SS SEC
TIO
N
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
SU
PER
STR
U
C
TU
R
E - SC
H
ED
U
LE O
F R
EPA
IR
S (STEEL R
EPA
IR
S)
R
EPA
IR
N
O
B
EA
M N
O
LO
C
A
TIO
N B
EA
M
SIZE
SH
O R
IN
G
R
EQ
U
IR
ED
JA
C K
IN
G
R
EQ
U
IR
ED
R
EPA
IR
LEN
G
TH
(IN
R
EPA
IR
H
EIG
H
T (IN
N
O
TES
JJU
LY
A00803 - 28
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-004 (05Q).DWG 1-Jul-2026 10:04 AMPlotted on
G
EN
ER
A
L PLA
N 616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 29
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-004 (05Q).DWG 1-Jul-2026 10:04 AMPlotted on
STEEL B
EA
M
EN
D R
EPA
IR
D
ETA
ILS
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 30
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-004 (05Q).DWG 1-Jul-2026 10:05 AMPlotted on
D
EC
K
W
IN
G W
A
LL R
EPA
IR
S
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 31
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-004 (05Q).DWG 1-Jul-2026 10:05 AMPlotted on
M
ISC
ELLA
N
EO
U
S D
ETA
ILS
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
PS&E SUBMISSION 11-JUNE-2026
A00803 - 32
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
M-19-004 (05Q).DWG 1-Jul-2026 10:05 AMPlotted on
TH
R
IE B
EA
M D
ETA
ILS
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B R
O O
K M
ID
D
LEFIELD
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LYY
A00803 - 33
PC
S
M 5-1P(R
M 6-1P(R
SU
R
IN
ER
R D
BENTON HILL RD
BENTON HILL RD
ROUTE 8
CARTER RD
BRO
O
KER HILL RD
HIGH STPLEASAN
T ST
LELAN
D
R D
JOHNSON HILL RD
MIDDLEFIELD RD
BEC
KET R
D
W HILL RD
R
ESER
VO
IR
R D
TO
W
N H
ILL R
D
W HILL RD
TOWN HILL RD
BANCROFT RD
BANCROFT RD
M 6-3P
M 6-1P(L)
M 5-1P(L)
W 16-8P
PC
M
S
MIDDLEFIELD
M
IDDLEFIELD
BECKET
CHESTER
BR
ID
G E
M -19-003
(05P)
BR
ID
G E
M -19-004
(05Q
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
NORTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
SOUTH
TO
W
N
LIN
E
BECKET
TOWN
LINE
ROUTE 8
Tow nHillRd
SOUTH
Tow nHillRd
Tow nHillRd
NORTH
W 20-2
W 20-2
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
M 4-8P
W 20-2
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-3P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
M 3-1P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
W 16-8P
M 6-1P(L)
M 6-1P(L)
M 5-1P(L)
M 5-1P(L)
M 5-1P(L)
M 6-1P(R
M 6-1P(R
M 6-1P(R
M 6-1P(R
M 6-1P(R
M 6-1P(R
M 5-1P(R
M 5-1P(R
M 5-1P(R
M 5-1P(R
M 5-1P(R
M 5-1P(R
M 6-3P
M 6-3P
M A-R
11-2b B R
IDG
E
CLO
S
ED
Tow nHillRd
SOUTH
M
4-8P
M 3-3P
W 16-8P
M 6-1P(L)
Tow nHillRd
SOUTH
M
4-8P
M 3-3P
W 16-8P
M 5-1P(L)
M A-R
11-3b (1/2 M
ILE)
M A-R
11-3b (1 M
ILE)
M A-R
11-3b (2.5 M
ILES)
M 6-1P(L)
M 5-1P(L)
SOUTH
Tow nHillRd
SOUTH
Tow nHillRd
M 4-8P
M 4-8P
M 3-3P
M 3-3P
W 16-8P
W 16-8P
M 3-1P
Tow nHillRd
NORTH
Tow nHillRd
NORTH
M 4-8P
M 4-8P
M 4-8P
M 3-1P
M 3-1P
W 16-8P
W 16-8P
W 16-8P
M 5-1P(L)
M 6-1P(L)
M 6-1P(L)
Tow nHillRd
NORTH
BRIDGE
CLOSED
LOCA
L
TRA
FFIC
O
NLY
M
ILE
A
HEA
D 1/
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
M
ILE
A
HEA
D
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
M
ILES
A
HEA
D 2.5
Tow nHillRd
NORTH
PC
M
S
BEC
KET
W
ASH
IN
G
TO
N
NORTH
Tow nHillRd
M 4-8P
M 6-3P
M 6-1P(L)
M 3-3P
W 16-8P
M 5-1P(L)
NORTH
Tow nHillRd
M 4-8P
M 3-1P
W 16-8P
M 4-8P
M 3-1P
W 16-8P
Tow nHillRd
SOUTH
M 4-8P
M 6-3P
M 3-3P
W 16-8P
Tow nHillRd
SOUTH
PC
M
S
M 4-8a
M 3-3P
W 16-8P
EN
D
D
ETO
U R
SOUTH
M 4-8a
Tow nHillRd
NORTH
EN
D
D
ETO
U R
M 3-1P
W 16-8P
Tow nHillRd
Tow nHillRd
NORTH
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
115768 DETOUR BRIDGE M-19-004.DWG 28-May-2026 12:43 PMPlotted on
D
ETO
U R
PLA
N
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B O
O K
M
ID
N O
TES:
1.
ALL TH
E TEM
PO
R
AR
Y TR
AFFIC
C
O N
TR
O
L W O
R
K SH
ALL C
O
N
FO
R M
TO
TH
E LATEST
ED
ITIO
N
O
F TH
E "M
AN
U
AL O
N U
N
IFO
R M
TR
AFFIC
C O
N
TR
O L D
EVIC
ES" (M
U
TC
D
) AN
D
ALL R
EVISIO
N
S, U N
LESS SU
PER
SED
ED
BY TH
ESE PLAN
S.
2.
ALL SIG
N
LEG
EN
D
S, BO
R D
ER
S, AN
D M
O U
N
TIN
G
SH
ALL BE IN
AC
C O
R D
AN
C
E W
ITH
TH
E
M U
TC
D
3.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
AN
D
ALL O
TH
ER
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES
SH
ALL BE IN
PLAC
E PR
IO
R
TO
TH
E STAR
T O
F AN
Y W O
R K.
4.
M
ID
D
LEFIELD
BR
ID
G
ES M
-19-003 AN
D M
-19-004 SH
ALL N
O
T BE C
LO
SED
C O
N C
U R
R
EN
TLY TO
M
AIN
TAIN
AC
C
ESS TO
TH
E R
ESID
EN
C
ES BETW
EEN
TH
E TW
O
BR
ID
G
ES.
5.
W H
EN
C
O N
STR
U
C
TIO
N
IS C
O M
PLETE O
N
TH
E FIR
ST BR
ID
G E, R
ELO
C
ATE TH
E TYPE III
BAR
R
IC
AD
ES AN
D
"BR
ID
G E C
LO
SED
" SIG
N
S TO
TH
E SEC
O
N D
BR
ID
G
E. AS R
EQ
U
IR
ED
U
PD
ATE PC
M S M
ESSAG
ES TO
R
EFLEC
T TH
E N
EW
BR
ID
G
E C
LO
SU
R
E 6.
TYPE III BAR
R
IC
AD
ES SH
ALL BE PLAC
ED
AC
R O
SS EN
TIR
E W
ID
TH
O
F R O
AD
W
AY.
7.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
AN
D
ALL O
TH
ER
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES
SH
ALL R
EM
AIN
IN
PLAC
E TH
R O
U G
H O
U
T TH
E D U
R
ATIO
N O
F C O
N
STR
U C
TIO
N
8.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
IS SH
O
W N
G R
APH
IC
ALLY O
N
TH
IS PAG
E. SIG
N
PLAC
EM
EN
T SH
ALL BE PER
TH
E "TYPIC
AL IN
TER
SEC
TIO
N
SIG
N
PLAC
EM
EN
T" D
ETAIL
O
N
TH
E FO
LLO
W
IN
G
SH
EET AN
D
C O
N
FO
R M
TO
TH
E M U
TC
D
LEG
EN
D
D
ETO
U R
R O
U
TE
SIG
N
TYPE III BAR
R
IC
AD
ES
PO
R
TABLE C
H
AN
G
EABLE M
ESSAG
E SIG
N
(PC
M
S)
C
LO
SED
BR
ID
G
E
O
PEN
BR
ID
G E
SC
ALE: 1" = 1000'
NNAD 83
2ND STRUCTURAL SUBMISSION 07-MAY-2026
M
ESSAG
ES FO
R
PC
M
S
AD
VAN
C E
N O
TIFIC
ATIO
N
M
ESSAG
E 2
M
ESSAG
E 1
C
LO
SIN
G
XXX/## TO
XXX/##
BR
ID
G E O
N
TO
W N
H
ILL
R O
AD
D U
R
IN
G D
ETO
U
R
M
ESSAG
E 2
M
ESSAG
E 1
C
LO
SED
U
SE
D
ETO
U
R
BR
ID
G E O
N
TO
W N
H
ILL
R O
AD
NN
F A
JJU
LY
A00803 - 34
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
115768 DETOUR BRIDGE M-19-004.DWG 28-May-2026 12:40 PMPlotted on
SIG
N
SH
EET
616286
TO
W
N H
ILL R
O
A D
O
VER
FA
C
TO
R
Y B O
O K
M
ID
2ND STRUCTURAL SUBMISSION 07-MAY-2026
BR
IDGE
CLOSED
LOCA
L
TRA
FFIC
O
NLY
M
ILES
A
HEA
D 2.5
TYPIC
AL IN
TER
SEC
TIO
N
SIG
N
PLAC
EM
EN
T
N O
T TO
SC
ALE
TR
AFFIC
SIG
N
SU
M
M
AR
Y - BR
ID
G E M
-19-004 (05P)
ID
EN
TIFIC
ATIO
N N
U M
BER
SIZE O
F SIG
N
(IN
C H
ES)
LEG
EN
D
TEXT D
IM
EN
SIO
N
S (IN
C H
ES)
N
U M
BER
O
F
SIG
N S
R
EQ
U
IR
ED
C O
LO
R
N U
M
BER
O F
SU
PPO
R
TS
R
EQ
U
IR
ED
U N
IT AR
EA
(S.F.)
AR
EA IN
SQ
U
AR
E FEET
W
ID
TH
H
EIG
H T
LETTER
H
EIG
H
T
VER
TIC
AL
SPAC
IN
G
AR
R
O W
R
TE.
M
KR
BAC
KG
R
O U
N D
LEG
EN
D
BO
R D
ER
M 3-1P
SEE M
AN
U
AL O
N U
N
IFO
R M
TR
AFFIC
C O
N
TR
O L D
EVIC
ES
19* W
H
ITE
BLAC
K
BLAC
K
M ounted below
M 4-8P/ M
4-8a 2.0
38.0
M 3-3P
18* W
H
ITE
BLAC
K
BLAC
K
M ounted below
M 4-8P/ M
4-8a 2.0
36.0
M 4-8P
35* O
R
AN
G E
BLAC
K
BLAC
K
2.0
70.0
M 4-8a
2* O
R
AN
G E
BLAC
K
BLAC
K
3.0
6.0
M 5-1P (L)
8* O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 17.6
M 5-1P (R
7*
O R
AN
G
E
BLAC
K
BLAC
K M ounted below W
16-8P 2.2
15.4
M 6-1P (L)
8* O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 17.6
M 6-1P (R
7*
O R
AN
G
E
BLAC
K
BLAC
K M ounted below W
16-8P 2.2
15.4
M 6-3P
5* O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 11.0
M A-R
11-2b
2*
W H
ITE
BLAC
K
BLAC
K M ounted on Type III Barricade
10.0 20.0
M A-R
11-3b (1/2 M
ILE)
1*
W H
ITE
BLAC
K
BLAC
K
12.5 12.5
M A-R
11-3b (1 M
ILE)
1*
W H
ITE
BLAC
K
BLAC
K
12.5 12.5
M A-R
11-3b (2 M
ILES)
W H
ITE
BLAC
K
BLAC
K
12.5 12.5
W 16-8P
37* W
H
ITE
BLAC
K
BLAC
K
M ounted below
M 3-1P/M
3-3P 1.3
48.1
W 20-2
3* O
R
AN
G E
BLAC
K
BLAC
K
9.0
27.0 A H
EA
D
DETO
UR
NORTH
SOUTH
DETOUR
END
DETOUR
B R
IDG
E
CLO
S
ED
Tow nHillRd
BRIDGE
CLOSED
LOCA
L
TRA
FFIC
O
NLY
M
ILE
AHEA
D
1/
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
M
ILE
A
HEA
D
N O
TE: APPLIC
ABLE SIG
N
S FR
O M
TH
E D
ETO
U
R R
O U
TE FO
R
BR
ID
G E N
O . M
-19-003 AR
E IN
TEN
D
ED
TO
BE R
E-U
SED
FO
R
TH
IS D
ETO
U R
AN
D
SH
ALL
O N
LY BE PAID
FO
R O
N C
E.
* D
EN
O
TES SIG
N
S TH
AT AR
E BEIN
G
R E-U
SED
FR
O M
BR
ID
G E N
O . M
-19-003.
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
500' 500'
SIG
N
A
SIG
N
B
SIG
N
C
PC
M
S
SIG
N
D
500' 200'50'
N F A
JU
LY
A00803 - 35
Q U
AN
TITIES (N
O T G
U
AR
AN
TEED
ITEM
D
ESC
R
IPTIO
N Q
U
AN
TITY
U
N
ITS
107.97
STR
U C
TU
R
AL STEEL R
EPAIR
S
LB
226.37 C
LEAN
IN
G
BR
ID
G
E SEATS
FT
909.3 R
APID
SETTIN
G
LO
W
PER
M
EABILITY C
O N
C R
ETE
C Y
910.1
STEEL R
EIN
FO
R C
EM
EN
T FO
R
STR
U
C U
TU
R
ES - EPO
XY C
O
ATED
LB
961.201 C
LEAN
(FU
LL R
EM
O
VAL) AN
D
PAIN
T STEEL BR
ID
G E N
O . H
-16-006 (04Y)
LS
994.1
TEM
PO
R
AR
Y PR
O
TEC
TIVE SH
IELD
IN
G
SF
994.101
TEM
PO
R
AR
Y PR
O
TEC
TIVE SH
IELD
IN
G
(O U
TSID
E FASC
IA BEAM
SF
106.88
JAC
KIN
G
AN
D
SH
O
R
IN
G
EA
127.12 R
EIN
FO
R C
ED
C
O N
C R
ETE SU
BSTR
U C
TU
R
E EXC
AVATIO
N
C Y
127.4 R
EIN
FO
R C
ED
C
O N
C R
ETE D
EC
K EXC
AVATIO
N
(FU
LL D
EPTH
SY
975.51
STEEL R
AILIN
G
R
EPAIR
LB
127.1 R
EIN
FO
R C
ED
C
O N
C R
ETE EXC
AVATIO
N
C Y
106.493
PO
LYESTER
PO
LYM
ER
C O
N C
R
ETE FO
R
TO
PSID
E D
EC
K R
EPAIR
S
C
Y
905.2
5000 PSI, 38 ", 710 H
P C
EM
EN
T C
O N
C R
ETE
C Y
912.
D
R
ILLIN
G
AN
D G
R O
U
TIN
G D
O W
ELS
EA
908.11
EXPO
SED
C
O N
C R
ETE BR
ID
G E D
EC
K SEALIN
G
SY
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
H-16-006 (04Y).DWG 1-Jul-2026 9:50 AMPlotted on
G
EN
ER
A
L N O
TES, LO
C
U S A
N D
IN
D
EX
616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
N
FA
PS&E SUBMISSION 11-JUNE-2026
O N
E W
ASH
IN
G
TO
N
M
ALL
SU
ITE 1602
BO
STO
N , M
A 02108
(617) 268-2017
JJU
LYY
A00803 - 36
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
H-16-006 (04Y).DWG 1-Jul-2026 9:50 AMPlotted on
FR
A
M
IN
G
PLA
N
TYPIC
A
L C R
O
SS SEC
TIO
N
616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
N
FA
PS&E SUBMISSION 11-JUNE-2026
SU
PER
STR
U
C
TU
R
E - SC
H
ED
U
LE O
F R
EPA
IR
S (STEEL R
EPA
IR
S)
R
EPA
IR
N
O
B
EA
M N
O
LO
C
A
TIO
N B
EA
M
SIZE
SH
O R
IN
G
R
EQ
U
IR
ED
JA
C K
IN
G
R
EQ
U
IR
ED
R
EPA
IR
LEN
G
TH
(IN
R
EPA
IR
H
EIG
H
T
(IN
N O
TES
JJU
LY
A00803 - 37
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
H-16-006 (04Y).DWG 1-Jul-2026 9:50 AMPlotted on
A B
U
TM
EN
T ELEVA
TIO
N
C
R O
SS SEC
TIO
N
616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 38
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
H-16-006 (04Y).DWG 1-Jul-2026 9:50 AMPlotted on
G
EN
ER
A
L PLA
N 616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 39
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
H-16-006 (04Y).DWG 1-Jul-2026 9:50 AMPlotted on
STEEL R
EPA
IR
N
O
TES &
B A
C K
W A
LL R
EPA
IR
S
616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
N
LY
A00803 - 40
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
H-16-006 (04Y).DWG 1-Jul-2026 9:50 AMPlotted on
STEEL B
EA
M
EN
D R
EPA
IR
D
ETA
ILS
616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 41
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
H-16-006 (04Y).DWG 1-Jul-2026 9:50 AMPlotted on
JA
C
K
IN
G A
N D
SH
O
R
IN
G
K
EEPER
D
ETA
ILS
616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
N
FA
PS&E SUBMISSION 11-JUNE-2026
A00803 - 42
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
H-16-006 (04Y).DWG 1-Jul-2026 9:50 AMPlotted on
D
EC
K R
EPA
IR
S 616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
N
FA
PS&E SUBMISSION 11-JUNE-2026
JJU
LY
A00803 - 43
4-8a
M 3-1P
M 4-8a
M 3-3P
W 16-8P
W 16-8P
B R
IDG
E
CLO
S
ED
M A-R
11-2b
HINSDALE RD
C R
AN
E R
D
NOBODYS RD
CRANE RD
MAIN DALTON RD
OLD W
INDSOR RD
MAY RD
FRANK SCHNOPP RD
JOHNSON RD
AD
AM
S R D
OLD W
INDSOR RD
M
AIN
ST
EAST ST
HINSDALE RD
NORTH ST
ORCHARD RD H
O
LID
AY C
O
TTAG
E R D
BERKSHIRE TRAIL
FLIN
TSTO
N E R
D
BACK DALTON RD
W
AH
C O
N
AH
FALLS R
D
PATTER
SO
N R
D
TOWN
DALTON
LINE
WINDSOR
TOWN
DALTON
LINE
HINSDALE
TO
W
N W
IN
D
SO
R
LIN
E
H
IN
SD
ALE
TOWN
HINSDALE
LINE
PERU
TOWN
PITTSFIELD
LINE
DALTON
TO
W
N
LAN
ESBO
R
O U
G H
LIN
E
PITTSFIELD
M 6-1(R
M 6-1(R
M 6-1(R
M 6-3P
M 6-3P
M 5-1P(R
M
5-1P(R
M 5-1P(R
M 3-1P
W 16-8P
M 3-1P
W 16-8P
M 3-1P
W 16-8P
M 3-1P
W 16-8P
M 3-1P
W 16-8P
M 3-1P
W 16-8P
M 3-1P
W 16-8P
M 3-1P
W 16-8P
M 3-1P
W 16-8P
M 3-1P
W 16-8P
M 6-1(R
M 3-1P
W 16-8P
M 6-1P(L)
M 6-1P(L)
M 6-1P(L)
M 6-1(R
M 6-3P
M 5-1P(L)
M 5-1P(L)
M 5-1P(L)
M 5-1P(R
M 3-3P
W 16-8P
M 3-3P
W 16-8P
M 3-3P
W 16-8P
M 3-3P
W 16-8P
M 3-3P
W 16-8P
M 3-3P
W 16-8P
M 3-3P
W 16-8P
M 3-3P
W 16-8P
M 3-3P
W 16-8P
W 20-2
W 20-2
W 20-2
W 20-2
W 20-2
M A-R
11-3b (O
LD
W
IN
D
SO
R
M A-R
11-3b (O
LD
W
IN
D
SO
R
M A-R
11-3b (O
LD
W
IN
D
SO
R
M A-R
11-3b (O
LD
W
IN
D
SO
R
M
A-R 11-3b
(O
LD
W
IN
D
SO
R
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
M
ILES
A
HEA
D M
A-R 11-3b
(2 M
ILES)
BRIDGE
CLOSED
LOCAL
TRA
FFIC
O
NLY
1.2 M
ILES
A
HEA
D M
A-R 11-3b
(1.2 M
ILES)
M 6-3P
M 3-3P
W 16-8P
M 6-1(R
M 3-3P
W 16-8P
M 5-1P(R
M 3-3P
W 16-8P
W 20-2
M A-R
11-3b (O
LD
W
IN
D
SO
R
BR
ID
G E
H -16-006
(04Y)
M 5-2P(L)
M 5-2P(L)
M 6-1P(L)
M 5-1P(L)
M 3-1P
W 16-8P
M 3-1P
W 16-8P
W 20-2
M A-R
11-3b (O
LD
W
IN
D
SO
R
M 6-2P(R
M 3-1P
W 16-8P
N O
TES:
1.
ALL TH
E TEM
PO
R
AR
Y TR
AFFIC
C
O N
TR
O
L W O
R
K SH
ALL C
O
N
FO
R M
TO
TH
E LATEST ED
ITIO
N O
F TH
E "M
AN
U
AL O
N
U N
IFO
R
M
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES" (M
U
TC
D
) AN
D
ALL R
EVISIO
N
S, U N
LESS SU
PER
SED
ED
BY
TH
ESE PLAN
S.
2.
ALL SIG
N
LEG
EN
D
S, BO
R
D
ER
S, AN
D
M O
U N
TIN
G
SH
ALL BE IN
AC
C
O R
D
AN
C E W
ITH
TH
E M U
TC
D
3.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
AN
D
ALL O
TH
ER
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES SH
ALL BE IN
PLAC
E PR
IO
R
TO
TH
E STAR
T O
F AN
Y
W O
R K.
4.
TYPE III BAR
R
IC
AD
ES SH
ALL BE PLAC
ED
AC
R
O
SS EN
TIR
E W
ID
TH
O F
R O
AD
W
AY.
5.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
AN
D
ALL O
TH
ER
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES SH
ALL R
EM
AIN
IN
PLAC
E TH
R
O U
G H
O U
T TH
E
D U
R
ATIO
N O
F C O
N
STR
U C
TIO
N
6.
TEM
PO
R
AR
Y C O
N
STR
U C
TIO
N
SIG
N
IN
G
IS SH
O
W N
G R
APH
IC
ALLY O
N
TH
IS PAG
E. SIG
N
PLAC
EM
EN
T SH
ALL BE PER
TH
E "TYPIC
AL
IN
TER
SEC
TIO
N
SIG
N
PLAC
EM
EN
T" D
ETAIL O
N
TH
E FO
LLO
W
IN
G
SH
EET
AN
D C
O N
FO
R
M
TO
TH
E M
U
TC
D
LEG
EN
D
D
ETO
U R
R O
U
TE
SIG
N
TYPE III BAR
R
IC
AD
ES
C
LO
SED
BR
ID
G
E
SC
ALE: 1" = 1000'
NNAD 83
PS&E SUBMISSION 11-JUNE-2026
FED
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
115768 DETOUR PLAN H-16-006 (04Y).DWG 2-Jul-2026 8:55 AMPlotted on
D
ETO
U R
PLA
N
616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
JJU
LY
NN
F A
A00803 - 44
. AID
PR
O
J. N O
SH
EET
N
O
TO
TAL
SH
EETS
STATE
M A
PR
O
JEC
T FILE N
O
115768 DETOUR PLAN H-16-006 (04Y).DWG 2-Jul-2026 8:56 AMPlotted on
SIG
N
SH
EET
616286
O
LD
W
IN
D
SO
R R
O A
D O
VER
W
IN
D
SO
R
B R
O O
K H
IN
SD
A
LE
TR
AFFIC
SIG
N
SU
M
M
AR
Y - BR
ID
G E H
-16-006 (04Y)
ID
EN
TIFIC
ATIO
N N
U M
BER
SIZE O
F SIG
N
(IN
C H
ES)
LEG
EN
D
TEXT D
IM
EN
SIO
N
S (IN
C H
ES)
N
U M
BER
O
F
SIG
N S
R
EQ
U
IR
ED
C O
LO
R
N U
M
BER
O F
SU
PPO
R
TS
R
EQ
U
IR
ED
U N
IT AR
EA
(S.F.)
AR
EA IN
SQ
U
AR
E FEET
W
ID
TH
H
EIG
H T
LETTER
H
EIG
H
T
VER
TIC
AL
SPAC
IN
G
AR
R
O W
R
TE.
M
KR
BAC
KG
R
O U
N D
LEG
EN
D
BO
R D
ER
M 3-1P
SEE M
AN
U
AL O
N U
N
IFO
R M
TR
AFFIC
C O
N
TR
O L D
EVIC
ES
W
H
ITE
BLAC
K
BLAC
K
M ounted below
M 4-8P/ M
4-8a 2.0
30.0
M 3-3P
W
H
ITE
BLAC
K
BLAC
K
M ounted below
M 4-8P/ M
4-8a 2.0
26.0
M 4-8P
O
R
AN
G E
BLAC
K
BLAC
K
2.0
52.0
M 4-8a
O
R
AN
G E
BLAC
K
BLAC
K
3.0
6.0
M 5-1P (L)
O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 8.8
M 5-1P (R
O R
AN
G
E
BLAC
K
BLAC
K M ounted below W
16-8P 2.2
11.0
M 5-2P(L)
O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 4.4
M 6-1P (L)
O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 8.8
M 6-1P (R
O R
AN
G
E
BLAC
K
BLAC
K M ounted below W
16-8P 2.2
11.0
M 6-2P(R
O R
AN
G
E
BLAC
K
BLAC
K M ounted below W
16-8P 2.2
2.2
M 6-3P
O
R
AN
G E
BLAC
K
BLAC
K
M ounted below
W 16-8P
2.2 8.8
M A-R
11-2b
W H
ITE
BLAC
K
BLAC
K M ounted on Type III
Barricade 10.0
20.0
M A-R
11-3b (1.2 M
ILES)
W H
ITE
BLAC
K
BLAC
K
12.5 12.5
M A-R
11-3b (2 M
ILES)
W H
ITE
BLAC
K
BLAC
K
12.5 12.5
M A-R
11-3b (O
LD
W
IN
D
SO
R
R D
W H
ITE
BLAC
K
BLAC
K
12.5 87.5
W 16-8P
W
H
ITE
BLAC
K
BLAC
K
M ounted below
M 3-1P/M
3-3P 1.3
36.4
W 20-2
O
R
AN
G E
BLAC
K
BLAC
K
9.0
63.0 A H
EA
D
DETO
UR
END
DETOUR
B R
IDG
E C
LO
S
ED
NORTH
SOUTH
DETOUR
TYPIC
AL IN
TER
SEC
TIO
N
SIG
N
PLAC
EM
EN
T
N O
T TO
SC
ALE DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
500' 500'
SIG
N
A
SIG
N
B
SIG
N
C
SIG
N
D
200'50'
TYPIC
AL TYPE III BAR
R
IC
AD
E PLAC
EM
EN
T N
O
T TO
SC
ALE
ED
G
E O F R
O
AD
(TYP)
W
ITH
M A-R
11-2b
JJU
LY
NN
F A
A00803 - 45
THIS PAGE INTENTIONALLY LEFT BLANK
A00803 - 46
File details come from the government source that posted it. Updated .