20241217 Charlemont C05027 Deck Replacement Plans.pdf
PDF 2 MB Posted
- Attached to
- Bridge rehabilitation
- Solicitation number
- BD-22-1859-TOCSB-TOCSB-115955
- Issued by
- Franklin County, Massachusetts
About this file
These are bridge replacement design and construction plan documents for the Massachusetts Department of Transportation (MassDOT) for Bridge No. C-05-027 located on South River Road in Charlemont, Massachusetts. The project involves a comprehensive deck replacement for an existing bridge, with detailed engineering plans spanning eight sheets that cover key aspects including project location, general plan and section, existing and proposed cross-sections, framing plan, deck details, backwall and wingwall details, bridge railing specifications, roadway plan, and temporary traffic control planning. The project involves partial demolition of the existing structure, excavation, concrete work, installation of new superstructure elements, roadway resurfacing, guardrail replacement, and comprehensive traffic management during construction.
The estimated quantities include partial demolition of superstructure, reinforced concrete superstructure excavation, gravel borrow, pavement milling, hot mix asphalt surface and intermediate courses, guardrail installations, and various traffic control elements. The project includes specific technical specifications for materials like cement concrete, gravel borrow, and asphalt mixes, with precise engineering details for deck reinforcement, beam configurations, and safety features. The construction plan indicates a comprehensive approach to bridge rehabilitation, including environmental considerations such as sediment barriers and compost filter tubes, and a detailed detour and traffic management strategy that maintains local access while ensuring construction site safety.
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DEERFIELD RIVER
E H
AW
LE
Y R
D
CHARLEMONTHAWLEY
R
ID
D
ELL R
D
N H
EATH
R
D
PROJECT LOCATION
BRIDGE NO. C-05-027
C H
AR
LE
M O
N T
HEATH
MOHAWK TRAIL
S RIVER RD
H
AR
R
IS M
O U
N
TAIN
R D
BASSETT R
D
8A
DODGE CORNER RD
SOUTH RIVER RD
ALBEE
BROOK
APPROX PROPERTY LINE
EX OH WIRES
S3°07'00"W 10.30'
N2°37'01"W 10.75'
PC +93.50
PT +20.71
S 83° 08' 17" E 92.47'
N 87° 24' 38" E 140.60'
L=27.22' R=165.00' Δ=9° 27' 05"
+10.81
+14.98
PROJECT BEGIN
STA 11+15
N3052949.6586 E294928.1484
PROJECT END
STA 11+90
N3052952.9482 E295003.0773
SOUTH RIVER RD BL
CL BRG. EAST ABUTMENT
STA. 11+60.50
CL BRG. WEST ABUTMENT
STA. 11+39.50
NAVD 88
BASE ELEV
523.00
11+00
8.
12+0011+00 12+00
-0.50% 0.50%
M
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INDEX
SHEET NO. DESCRIPTION
1 KEY PLAN, LOCUS, PROFILE & NOTES
2 GENERAL PLAN AND SECTION
3 EXISTING AND PROPOSED CROSS SECTIONS
4 FRAMING PLAN AND DECK DETAILS
5 BACKWALL & WINGWALL DETAILS
6 BRIDGE RAILING DETAILS
7 ROADWAY PLAN AND TYPICAL SECTION
8 TEMPORARY TRAFFIC CONTROL PLAN
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PROP 4" PAVEMENT
MILLING MULCH UNDER
GUARDRAIL (TYP)
FULL DEPTH PAVEMENT
EXISTING
GROUND
GUARDRAIL, TL-2
(SINGLE FACED)
(DEEP POST)
PROP 1'' COMPOST
BLANKET & SEED (2:1
MAX) (TYP)
10.79' TRAVEL LANEGUARDRAIL, TL-2
(SINGLE FACED)
(DEEP POST)
1.0%
ORDINARY BORROW OR
EXCAVATED NATIVE
MATERIAL (TYP)
10.79' TRAVEL LANE
1.0%
SOUTH RIVER RD
ALBEE
BROOK
APPROX PROPERTY LINE
EX OH WIRES
PC +93.50
PT +20.71
S 83° 08' 17" E 92.47'
N 87° 24' 38" E 140.60'
L=27.22' R=165.00' Δ=9° 27' 05"
PROJECT BEGIN
STA 11+15
N3052949.6586 E294928.1484
PROJECT END
STA 11+90
N3052953.0460 E295003.0727
R&D EXIST
GUARDRAIL (TYP)
PROP TRAILING
ANCHORAGE (TYP)
PROP W-BEAM GUARDRAIL
(TL-2) (DEEP POST)
.0
.6
PROP LIMIT OF
GRADING (TYP)
PROP PAVEMENT
MILLINGS MULCH (TYP)PROP SEDIMENT CONTROL
BARRIER (TYP)
PROP COMPOST
BLANKET & SEED (TYP)
PROP ROUNDED END UNIT
.5
8'1.
0%
M
AT
C H
EX
IS
T.
M
AT
C
H
EX
IS
T.
SAW
C
U T
PROP FULL DEPTH
PAVEMENT
1.
0%
SA
W
C U
T M
AT
C
H
EX
IS
T.
M
AT
C H
EX
IS
T.
1.
0%
PROP FULL DEPTH
PAVEMENT
BEG CURB
+19.40
OFFSET: 10.79
END CURB
+25.98
OFFSET: 10.79
BEG CURB
+26.61
OFFSET: 10.79
END CURB
+32.61
OFFSET: 10.79
END CURB
+80.52
OFFSET: 10.79
BEG CURB
+74.02
OFFSET: 10.79
BEG CURB
+67.38
OFFSET: 10.79
END CURB
+73.89
OFFSET: 10.79
SOUTH RIVER RD BL
PROP PAVEMENT
MILLINGS MULCH (TYP)
1.
0%
.7
9'
PC +93.50
PT +20.71
S 83° 08' 17" E 92.47'
N 87° 24' 38" E 140.60'
L=27.22' R=165.00' Δ=9° 27' 05"
R=155'
R=155'
R=12'
R=155' SOUTH RIVER RD BL
SOUTH RIVER RD
ALBEE
BROOK
6'-3'' THRIE BEAM
TRANSITION PANEL
(DEEP POST)
12'-6'' W-BEAM
PANEL (DEEP POST)
9'-41
2'' TRAILING
ANCHORAGE
PC +25.00
OFFSET: 11.04
PT +05.19
OFFSET: 11.50
6'-3'' THRIE BEAM
TRANSITION PANEL
(DEEP POST)
12'-6'' W-BEAM
PANEL(CURVED) (DEEP POST)
ROUNDED END UNIT
PT +15.45
OFFSET: 17.62 PC +31.25
OFFSET: 11.04
PCC +25.00
OFFSET: 11.17
6'-3'' THRIE BEAM
TRANSITION PANEL
(DEEP POST)
+68.74
OFFSET: 11.04
12'-6'' W-BEAM
PANEL (DEEP POST)
9'-41
2'' TRAILING
ANCHORAGE
6'-3'' THRIE BEAM
TRANSITION PANEL
(DEEP POST)
(2)12'-6'' W-BEAM
PANELS (DEEP POST) 9'-41
2'' TRAILING
ANCHORAGE
PC +75.00
OFFSET: 11.04
PT +06.04
OFFSET: 14.18
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ENSURE FIRM CONTACT WITH
GROUND TO PREVENT FLOW
UNDERNEATH TUBES
FOR SLOPES 3:1 OR AS
NECESSARY, STAKE OR
OTHERWISE SUPPORT TUBES
(I.E., TREES, CINDER BLOCKS)
AREA OF SOIL
DISTURBANCE
BIODEGRADABLE
FABRIC
PROTECTED ZONE
SECTION
FLOW
12" dia.* installed
CAPTURE SEDIMENT AND
PREVENT FLOW OFF SITE
*9 INCH MAY BE USED FOR FLATTER SURFACES
WITH APPROVAL FROM ENGINEER
REDUCE HIGH WATER
FLOW ONTO WORK ZONE
PLACE TUBE AS CLOSE TO LIMIT OF SOIL DISTURBANCE
AS POSSIBLE, ALONG CONTOURS, AND PERPENDICULAR
TO FLOW.
ADJUST LOCATION AS REQUIRED FOR OPTIMUM
EFFECTIVENESS. DO NOT INSTALL IN WATERWAYS.
CURVE ENDS
UPHILL
EXISTING
TREE
MIN. 3 FT OVERLAP
FOR CONTINUOUS
BARRIER.
HARDWOOD STAKES PLACED
OUTSIDE OF TUBES OR PER
MANUFACTURERS' INSTRUCTION
PROTECTED ZONE
PLAN VIEW
FLOW
HOR. SCALE IN FEET
VER. SCALE IN FEET
4 4 8
4 4 8
N
PAVEMENT NOTES:
PROPOSED FULL DEPTH PAVEMENT
SURFACE COURSE: 1.5" HOT MIX ASPHALT - SUPERPAVE SURFACE COURSE - 9.5 (SSC-9.5) OVER
ASPHALT EMULSION FOR TACK COAT OVER
2.5" HOT MIX ASPHALT - SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5)
BASE: 12" GRAVEL BORROW, TYPE B
(EXISTING BASE MATERIAL MAY REMAIN IF SUITABLE AS DETERMINED BY THE
ENGINEER)
N
SOUTH
RIVER RD
BRIDGE CLOSED
BRIDGE
CLOSED BRIDGE
CLOSED
R11-2
ON TYPE III
BARRICADE
R11-2
ON TYPE III
BARRICADE
PROP TEMP BARRIER PROP TEMP BARRIER
PROP DRUM OR
CONE (TYP)D
R
IV
EW
A
Y
MAINTAIN ACCESS
TO DRIVEWAY AT
ALL TIMES
D O
D G
E C
O R
N
ER
R D
C-21-005 (CLOSED) (SEE
BRIDGE CLOSURE
DETAIL)
DETOUR
DETOUR
AHEAD
END
DETOUR
DETOUR
DETOUR
ROAD
CLOSED
AHEAD
M4-9R 30''X24''
M4-9AR
30''X24''
M4-9V 30''X24''M4-8A
24''X18"
W20-2 36''X36''
W20-3 36''X36''
BRIDGE CLOSED
3 MILES AHEAD
LOCAL TRAFFIC ONLY
R11-3b 60''X30'' 48''X18''
(ON TYPE III
BARRICADE)
8A
8A
DETOUR
M4-9V 30''X24''
DETOUR
M4-9V 30''X24''
DETOUR
M4-9V 30''X24''
DETOUR
M4-9V 30''X24''
DETOUR
M4-9V 30''X24''
BRIDGE CLOSED
2 MILES AHEAD
LOCAL TRAFFIC ONLY
DETOUR
R11-3b M4-10L 60''X30'' 48''X18''
(ON TYPE III
BARRICADE)
BRIDGE CLOSED
2 MILES AHEAD
LOCAL TRAFFIC ONLY
DETOUR
M4-9L 30''X24''
DETOUR
M4-9AL
30''X24''
DETOUR
M4-9R 30''X24''
DETOUR
M4-9L 30''X24''
DETOUR
M4-9AL
30''X24''
DETOUR
M4-9L 30''X24''
END
DETOUR
M4-8A
24''X18"
DETOUR
M4-9L 30''X24''
DETOUR
M4-9AL
30''X24''
DETOURM4-9AL
30''X24''
DETOUR
M4-9AR
30''X24''
DETOUR
M4-9R 30''X24''
ROAD
CLOSED
AHEAD
W20-3 36''X36''
DETOUR
AHEAD
W20-2 36''X36''
PCMS
PCMS
DETOUR
AHEAD
W20-2 36''X36''
BRIDGE CLOSED
3 MILES AHEAD
LOCAL TRAFFIC ONLY
DETOUR
R11-3b M4-10R 60''X30'' 48''X18''
(ON TYPE III
BARRICADE)
CHARLEMONTHAWLEY
BU
CK
LA
ND
BU
CK
LA
ND
SH
EL
BU
RN
E
CHARLEMONT
HEATH
CHARLEMONTCOLRAIN
DEERFIELD RIVER
MOHAWK TRAIL
S RIVER RD
E H
AW
LE
Y R
D
E RD
FORGET RD
LABELLE RD
AVERY RD
SHEPHARD RD
CLESSON BROCK RD
ASHFIELD
R
D
UP
PE
R
ST
C H
AR
LEM
O N
T R D
E BU
C
KLAN
D
R D
C R
ITTEN
D
EN
H
ILL R
D
MOHAWK TRAIL
N RIVER RD
M
AI
N S
T
SHELBURNE FALLS RD
BRAY RD
E O
XB
O
W R
D
CHARLEMONT RD
W
OXBOW
RD
AVERY BROOK RD
HARRIS M
OUNTAIN RD
BURRINGTON RD
N H
EATH
R
D
R
ID
D
ELL R
D
W
AR
FIELD
R
D
LEG
ATE H
ILL R
D
N
ILM
AN
R
D
BUCKLAND
CONWAY
R11-3b 60''X30''
(ON TYPE III
BARRICADE)
DETOUR
AHEAD
W20-2 36''X36''
DETOUR
M4-9AL
30''X24''
DETOUR
M4-9L 30''X24''
DODGE
CORNER RD
K
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N
NOTES:
N
NOTE: CONTRACTOR SHALL SECURE THE WORK SITE
WITH TEMPORARY FENCE (W/ "DANGER AREA CLOSED TO
VEHICLE, BICYCLE, AND PEDESTRIAN TRAFFIC" SIGN)
LEGEND
TYPE III BARRICADE
DIRECTION OF TRAFFIC
WORK ZONE
SIGN
DETOUR ROUTE
TEMPORARY BARRIER
REFLECTORIZED DRUM OR CONE
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
| Sheets and Views |
| 1 KEY PLAN, LOCUS, PROFILE & NOTES |
| 2 GENERAL PLAN AND SECTION |
| 3 EXISTING AND PROPOSED CROSS SECTIONS |
| 4 FRAMING PLAN AND DECK DETAILS |
| 5 BACKWALL & WINGWALL DETAILS |
| 6 BRIDGE RAILING DETAILS |
| 7 ROADWAY PLAN AND TYPICAL SECTION |
| 8 TEMPORARY TRAFFIC CONTROL PLAN |
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