SOUTH TOWER ELEVATIONS OF B30 XXXXXX XX $CSHTOT$ · 2013-03-10 · of 09/11 gt 09/11 xx xx/xx xx...
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09/11 GT 09/11 XX/XX XX XX/XX XX 09/11 09/11 JN SOUTH TOWER ELEVATIONS B30 NOTES: LEGEND: T(n) R(n) TL(n) RL(n) INDICATE TOWER FRONT LEG PANEL POINT INDICATE TOWER REAR LEG PANEL POINT INDICATE TOWER FRONT LEG BRACING PANEL POINT INDICATE TOWER REAR LEG BRACING PANEL POINT 1. ALL TOWER STRUCTURAL STEEL SHALL BE AASHTO M270 GRADE 50 UNLESS OTHERWISE NOTED. 2. FOR EXTERIOR LADDER AND OTHER INFORMATION, SEE BRIDGE SHEET BXX. 3. FOR DETAILS 1 THRU 4, SEE BRIDGE SHEET B32. 4. FOR DETAILS 5 THRU 10, SEE BRIDGE SHEET B33. 5. FOR TYPICAL SHEAVE SUPPORT DETAILS, SEE BRIDGE SHEET B34. 6. FOR COUNTERWEIGHT DETAILS, SEE BRIDGE SHEET B36. 3/32" =1’-0" 1"= 1’-0" SECTION C-C 2’-4" 1 1 2 " 1 1 2 " 1" 1"= 1’-0" 2’-4" 1 3 4 " 1 3 4 " 1" SECTION D-D SPL TPZ ARCHER WESTERN CONTRACTORS STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN BRIDGE NO. STATE PROJECT TOWN LOCATION REVISIONS AFTER PROPOSAL SHEET SCALE DESIGNED DRAWN QUANTITIES REV. DATE ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS FILE NUMBER OF BRIDGE SHEET DATE BY CHECKED CHECKED CHECKED DATE BY HNTB Corporation The HNTB Companies Engineers Architects Planners SUBDIRECTORY XX $FILENAME$ .DGN LOCATOR $BRDESCR$ $TOWN$ $BRNO$ $STNO$ $BT$ $BRFILNO$ $CSHTOT$ XX XXXXXX PRELIMINARY PLANS SEPTEMBER 12, 2011 "= 1’-0" 34’-2 1 4 " 163’-2 1 8 " 21’-0" A B "= 1’-0" VIEW B-B SOUTH TOWER EAST ELEVATION 1 45 B 54’-3" EAST FRONT TOWER LEG WEST FRONT TOWER LEG BRIDGE 42’-0" 39’-4" 39’-4" 39’-4" 39’-4" 39’-4" 30’-2" 49’-6" 39’-4" 39’-4" EAST SHEAVE WEST SHEAVE 29’-4" TL3 TL2 TL1 42’-0" T5’ T4’ T3’ T2’ T1’ T1 T2 T3 T4 T5 T1 T2 T3 T4 T5 R1 R2 R3 R4 R5 R6 "= 1’-0" VIEW A-A 54’-3" WEST REAR TOWER LEG EAST REAR TOWER LEG BRIDGE 37’-8" 39’-4" 37’-8" R5 R5’ R4 R4’ R3 R3’ R2 R2’ R1 R1’ R6 R6’ RL1 RL2 RL3 DETAIL 1 A COUNTERWEIGHT DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 6 DETAIL 5 DETAIL 7 DETAIL 8 DETAIL 9 DETAIL 10 CONNECTION COUNTERWEIGHT W14 W14 W14 W14 W14 W14 W14 D D C C KEY PLAN N.T.S. N 305’-10" 27’-1 1 2 " 27’-1 1 2 " 54’-3" EAST TOWER LEG WEST TOWER LEG BRIDGE SOUTH TOWER FRONT LEG NORTH TOWER FRONT LEG
Transcript of SOUTH TOWER ELEVATIONS OF B30 XXXXXX XX $CSHTOT$ · 2013-03-10 · of 09/11 gt 09/11 xx xx/xx xx...
09/11
GT 09/11
XX/XXXXXX/XXXX
09/11
09/11JN
SOUTH TOWER ELEVATIONSB30
NOTES:
LEGEND:
T(n)
R(n)
TL(n)
RL(n)
INDICATE TOWER FRONT LEG PANEL POINT
INDICATE TOWER REAR LEG PANEL POINT
INDICATE TOWER FRONT LEG BRACING PANEL POINT
INDICATE TOWER REAR LEG BRACING PANEL POINT
1. ALL TOWER STRUCTURAL STEEL SHALL BE AASHTO M270 GRADE 50
UNLESS OTHERWISE NOTED.
2. FOR EXTERIOR LADDER AND OTHER INFORMATION, SEE BRIDGE SHEET BXX.
3. FOR DETAILS 1 THRU 4, SEE BRIDGE SHEET B32.
4. FOR DETAILS 5 THRU 10, SEE BRIDGE SHEET B33.
5. FOR TYPICAL SHEAVE SUPPORT DETAILS, SEE BRIDGE SHEET B34.
6. FOR COUNTERWEIGHT DETAILS, SEE BRIDGE SHEET B36.
3/32" =1’-0"
1"= 1’-0"
SECTION C-C
2’-4"
1 1 2 " 1 1 2 "
1"
1"= 1’-0"
2’-4"
1 3 4 " 1 3 4 "
1"
SECTION D-D
SPL
TPZ
�
�
�
�
�
�
�
�
ARCHER WESTERN CONTRACTORS
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATEFEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
HNTB Corporation
The HNTB Companies
Engineers Architects Planners
SUBDIRECTORY
XX $FILENAME$
.DGN LOCATOR
$BRDESCR$
$TOWN$
$BRNO$ $STNO$
$BT$
$BRFILNO$
$CSHTOT$XXXXXXXX
PRELIMINARY PLANS
SEPTEMBER 12, 2011
�"= 1’-0"
34’-2 1 4 "
16
3’-2
18
"
21
’-0
"
A
B�"= 1’-0"
VIEW B-B
SOUTH TOWER EAST ELEVATION
1
45
B
54’-3"À EAST FRONT
TOWER LEG
À WEST FRONT
TOWER LEG
À BRIDGE
42’-0"
39
’-4
"39’-4"
39’-4"
39’-4"
39’-4"
30’-2"
49’-6"
39
’-4
"3
9’-4
"
À EAST SHEAVE À WEST SHEAVE
29
’-4
"
TL3
TL2
TL1
42
’-0
"
T5’
T4’
T3’
T2’
T1’T1
T2
T3
T4
T5
T1
T2
T3
T4
T5
R1
R2
R3
R4
R5
R6
�"= 1’-0"
VIEW A-A
54’-3"À WEST REAR
TOWER LEG
À EAST REAR
TOWER LEG
À BRIDGE
37
’-8
"3
9’-4
"3
7’-8
"
R5R5’
R4R4’
R3R3’
R2R2’
R1R1’
R6R6’
RL1
RL2
RL3
DETAIL 1
A
COUNTERWEIGHT
DETAIL 2
DETAIL 3
DETAIL 4
DETAIL 6
DETAIL 5
DETAIL 7
DETAIL 8
DETAIL 9
DETAIL 10
CONNECTION
COUNTERWEIGHT
W14
W14
W14
W14
W14
W14
W14
D D
C C
KEY PLANN.T.S.
N
305’-10"
27
’-1
12
"2
7’-1
12
"
54’-3"
À EAST TOWER LEG
À WEST TOWER LEG
À BRIDGE
À SOUTH TOWER
FRONT LEG
À NORTH TOWER
FRONT LEG
09/11
GT 09/11
XX/XXXXXX/XXXX
09/11
09/11JN
NORTH TOWER ELEVATIONSB31
NOTES:
LEGEND:
T(n)
R(n)
TL(n)
RL(n)
INDICATE TOWER FRONT LEG PANEL POINT
INDICATE TOWER REAR LEG PANEL POINT
INDICATE TOWER FRONT LEG BRACING PANEL POINT
INDICATE TOWER REAR LEG BRACING PANEL POINT
1. ALL TOWER STRUCTURAL STEEL SHALL BE AASHTO M270 GRADE 50
UNLESS OTHERWISE NOTED.
2. FOR EXTERIOR LADDER AND OTHER INFORMATION, SEE BRIDGE SHEET BXX.
3. FOR DETAILS 1 THRU 4, SEE BRIDGE SHEET B32.
4. FOR DETAILS 5 THRU 10, SEE BRIDGE SHEET B33.
5. FOR TYPICAL SHEAVE SUPPORT DETAILS, SEE BRIDGE SHEET B34.
6. FOR COUNTERWEIGHT DETAILS, SEE BRIDGE SHEET B36.
3/32" = 1’-0"
SPL
TPZ
ARCHER WESTERN CONTRACTORS
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATEFEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
HNTB Corporation
The HNTB Companies
Engineers Architects Planners
SUBDIRECTORY
XX $FILENAME$
.DGN LOCATOR
$BRDESCR$
$TOWN$
$BRNO$ $STNO$
$BT$
$BRFILNO$
$CSHTOT$XXXXXXXX
PRELIMINARY PLANS
SEPTEMBER 12, 2011
34’-2 1 4 "
16
3’-2
18
"
21
’-0
"
A
54’-3"
À BRIDGE
1
45
A
54’-3"
À BRIDGE
42
’-0
"39’-4"
39
’-4
"3
0’-2
"
37
’-8
"3
9’-4
"37’-8"
39’-4"
39
’-4
"
À EAST SHEAVEÀ WEST SHEAVE
29
’-4
"
À EAST FRONT
TOWER LEG
�"= 1’-0"
�"= 1’-0"
VIEW A-A
�"= 1’-0"
VIEW B-B
NORTH TOWER EAST ELEVATION
39
’-4
"39’-4"39’-4"TL3
TL2
TL1
R1 R1’
R2’R2
R3 R3’
RL1
RL3
RL2
R4’R4
R5 R5’
R6’R6
42
’-0
"
T5’
T4’
T3’
T2’
T1’
T5
T4
T3
T2
T1T1
T2
T3
T4
T5
R1
R2
R3
R4
R5
R6
DETAIL 1
B
B
COUNTERWEIGHT
DETAIL 3
DETAIL 2
DETAIL 4
DETAIL 6
DETAIL 5
DETAIL 7
DETAIL 8
DETAIL 9
DETAIL 10
À EAST REAR
TOWER LEG
À WEST FRONT
TOWER LEG
À WEST FRONT
TOWER LEG
49’-6"
KEY PLANN.T.S.
N
305’-10"
27
’-1
12
"2
7’-1
12
"
54
’-3
"
À EAST TOWER LEG
À WEST TOWER LEG
À BRIDGE
À SOUTH TOWER
FRONT LEG
À NORTH TOWER
FRONT LEG
09/11
GT 09/11
XX/XXXXXX/XXXX
09/11
09/11
B32
NOTES:
LEGEND:
T(n)
R(n)
TL(n)
RL(n)
INDICATE TOWER FRONT LEG PANEL POINT
INDICATE TOWER REAR LEG PANEL POINT
INDICATE TOWER FRONT LEG BRACING PANEL POINT
INDICATE TOWER REAR LEG BRACING PANEL POINT
7 8 "
1’-
12
"
1’-10"
1’-10"
11
2"
(T
YP
.)
1"= 1’-0"
SECTION A
À TOWER DIAGONAL
TOWER DETAILS - 1
À FIXED SPAN DIAGONAL
NOTE: ONLY IN BAY 9, FIXED SPAN DIAGONALS L8-U9 (L8’-U9’), U9-L9 (U9’-9’) OR
TOWER DIAGONALS R1-R2 (R1’-R2’), R2-T1 (R2’-T1’)
1"= 1’-0"
DETAIL 2
1"= 1’-0"
DETAIL 3
1"= 1’-0"
DETAIL 4
R5
(R5’)
R4
(R4’)
RL3
1. ALL TOWER STRUCTURAL STEEL SHALL BE AASHTO M270 GRADE 50
UNLESS OTHERWISE NOTED.
2. ALL BOLTS SHALL BE �" DIA. HIGH STRENGTH ASTM A325 AND SHALL
BE GALVANIZED PER THE REQUIREMENTS OF ASTM A153. NUTS AND WASHERS
SHALL BE A563 AND F436 RESPECTIVELY, AND SHALL BE GALVANIZED PER
REQUIREMENTS OF ASTM A153
3. FOR LOCATION OF DETAILS 1 THRU 4, SEE BRIDGE SHEET B30 AND B31.
AS NOTED
CSE
SPL
TPZ
�
�
ARCHER WESTERN CONTRACTORS
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATEFEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
HNTB Corporation
The HNTB Companies
Engineers Architects Planners
SUBDIRECTORY
XX $FILENAME$
.DGN LOCATOR
$BRDESCR$
$TOWN$
$BRNO$ $STNO$
$BT$
$BRFILNO$
$CSHTOT$XXXXXXXX
PRELIMINARY PLANS
SEPTEMBER 12, 2011
�"= 1’-0"
DETAIL 1
A
2 SPA. @ 4�"2 SPA. @ 4�"
4"
31
2"
(T
YP
.)
31
2"
(T
YP
.)
23 S
PA
. @
7" =
13’-5" (T
YP
.)
24 S
PA
. @
7" =
14’-0" (T
YP
.)
A
R2
(R2’)
R1
(R1’)
09/11
GT 09/11
XX/XXXXXX/XXXX
09/11
09/11
B33TOWER DETAILS - 2
1"= 1’-0"
DETAIL 5
1"= 1’-0"
DETAIL 6
1"= 1’-0"
DETAIL 7
1"= 1’-0"
DETAIL 8
1"= 1’-0"
DETAIL 10
LEGEND:
T(n)
R(n)
TL(n)
RL(n)
INDICATE TOWER FRONT LEG PANEL POINT
INDICATE TOWER REAR LEG PANEL POINT
INDICATE TOWER FRONT LEG BRACING PANEL POINT
INDICATE TOWER REAR LEG BRACING PANEL POINT
NOTES:
1. ALL TOWER STRUCTURAL STEEL SHALL BE AASHTO M270 GRADE 50
UNLESS OTHERWISE NOTED.
2. ALL BOLTS SHALL BE �" DIA. HIGH STRENGTH ASTM A325 AND SHALL
BE GALVANIZED PER THE REQUIREMENTS OF ASTM A153. NUTS AND WASHERS
SHALL BE A563 AND F436 RESPECTIVELY, AND SHALL BE GALVANIZED PER
REQUIREMENTS OF ASTM A153
3. FOR LOCATION OF DETAILS 5 THRU 10, SEE BRIDGE SHEET B30 AND B31.
T5’
(T5) T4’
T3’
1"= 1’-0"
DETAIL 9
(T4)
(T3)
TL3
TL2
T2’
(T2)
1" = 1’-0"
CSE
SPL
TPZ
ARCHER WESTERN CONTRACTORS
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATEFEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
HNTB Corporation
The HNTB Companies
Engineers Architects Planners
SUBDIRECTORY
XX $FILENAME$
.DGN LOCATOR
$BRDESCR$
$TOWN$
$BRNO$ $STNO$
$BT$
$BRFILNO$
$CSHTOT$XXXXXXXX
PRELIMINARY PLANS
SEPTEMBER 12, 2011
09/11
GT 09/11
XX/XXXXXX/XXXX
09/11
09/11JN
B34
NOTES:
TOWER - TYPICAL SHEAVE SUPPORT DETAILS
1. ALL TOWER STRUCTURAL STEEL SHALL BE AASHTO M270 GRADE 50
UNLESS OTHERWISE NOTED.
2. FOR EXTERIOR LADDER AND OTHER INFORMATION, SEE BRIDGE SHEET
BXX.
3. FOR SOUTH AND NORTH TOWER ELEVATIONS, SEE BRIDGE SHEETS B30
AND B31 RESPECTIVELY.
1/2" = 1’-0"
PRE
TPZ
ARCHER WESTERN CONTRACTORS
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATEFEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
HNTB Corporation
The HNTB Companies
Engineers Architects Planners
SUBDIRECTORY
XX $FILENAME$
.DGN LOCATOR
$BRDESCR$
$TOWN$
$BRNO$ $STNO$
$BT$
$BRFILNO$
$CSHTOT$XXXXXXXX
PRELIMINARY PLANS
SEPTEMBER 12, 2011
N.T.S.
AA
SOUTH FIXED SPAN NORTH FIXED SPANLIFT SPAN
KEY ELEVATION
�"= 1’-0"
VIEW A-A(NORTH OPP. HAND)
44’-2
34
"5
’-1
11
4"
10’-0"
5’-1
11
4"
N
56
’-1
14
"
54’-3"
À WEST FRONT TOWER LEG
À WEST SHEAVE
À BRIDGE
À EAST SHEAVE
À EAST FRONT TOWER LEG
À FRONT TOWER LEG
XX
XX
XX
XX
XX
XX
XX
09/11
JN 09/11
XX/XXXXXX/XXXX
09/11
09/11
COUNTERWEIGHT
KIPS
KIPS
KIPS
KIPS
METAL WEIGHT
CONCRETE WEIGHT
(UNIT WEIGHT XXX PCF)
CAST IRON BLOCKS *
(XX LB PER BLOCK)
TOTAL WEIGHT EACH CTWT
NOTES:
* - THE TOTAL QUANTITY OF CAST IRON BALANCE BLOCKS
PROVIDED BY THE CONTRACTOR SHALL BE XXX,XXX LBS.
XXKIPS
BALANCE OF LIFTSPAN
SPAN DOWN
SPAN SIDE CTWT SIDE
LOAD TO LIFT
FIXED WEIGHT CTWT
FIXED WEIGHT ROPES
UNBALANCED WEIGHT OF ROPES
TOTAL
INTENTIONAL IMBALANCE
XX
SPAN SIDE CTWT SIDE
SPAN UP
KIPS
KIPS
KIPS
KIPS
KIPS
XX XX
3
B36
1.
2.
3.
4.
SOUTH TOWER COUNTERWEIGHT SHOWN.
NORTH TOWER COUNTERWEIGHT OPPOSITE HAND.
COUNTERWEIGHT CONCRETE DESIGN UNIT WEIGHT IS
BASED ON THEORETICAL WEIGHT OF THE SPAN AND IS
APPROXIMATELY 220 LB/FT.
BALANCE BLOCKS SHALL CAST IRON AND DETAILED AS SHOWN.
FOR COUNTERWEIGHT CONNECTION DETAIL 1, SEE BRIDGE SHEET B37.
AS NOTED
COUNTERWEIGHT ELEVATIONS
SPL
GT CSE
ARCHER WESTERN CONTRACTORS
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATEFEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
HNTB Corporation
The HNTB Companies
Engineers Architects Planners
SUBDIRECTORY
XX $FILENAME$
.DGN LOCATOR
$BRDESCR$
$TOWN$
$BRNO$ $STNO$
$BT$
$BRFILNO$
$CSHTOT$XXXXXXXX
PRELIMINARY PLANS
SEPTEMBER 12, 2011
�"= 1’-0"
B
B
A
A
20’-1"20’-1"6’-4 3 4 "
52’-11 1 2 "
12’-0"
5’-0
"
À BRIDGE
À SYMM.
DETAIL 1
COUNTERWEIGHT ELEVATION
6’-4 3 4 "
�"= 1’-0"
9’-0" 1"
7"L3x3x�
(TYP.)
`�"x8"
(TYP.)
`�"x5�"
(TYP.)
`�"
(TYP.)
L3x3x�
CLIP 1"x1"
(TYP.)
`�"
(TYP.)WT9x20
WT4x14
�"= 1’-0"
`�"
(TYP.)
1"
7"
7"
7"
1" 9’-0" 1"
L3x3x�
(TYP.)
`�"x5�"
(TYP.)
`�"8"
(TYP.)
WT4x14
`�"
(TYP.)
L3x3x�
CLIP 1"x1"
(TYP.)
`�"
(TYP.)
WT9x20
7"
17’-0"
12’-0"
SECTION A SECTION B
À COUNTERWEIGHT
À ROPE GROUP
09/11
09/11
XX/XXXXXX/XXXX
JN 09/11
09/11
B37
NOTES:
1. FOR LOCATION OF DETAIL 1, SEE BRIDGE SHEET B36.
1 1/2" = 1’-0"
COUNTERWEIGHT ROPE CONNECTION DETAILS
CSE
GT TPZ
ARCHER WESTERN CONTRACTORS
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATEFEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
HNTB Corporation
The HNTB Companies
Engineers Architects Planners
SUBDIRECTORY
XX $FILENAME$
.DGN LOCATOR
$BRDESCR$
$TOWN$
$BRNO$ $STNO$
$BT$
$BRFILNO$
$CSHTOT$XXXXXXXX
PRELIMINARY PLANS
SEPTEMBER 12, 2011
ISOMETRIC VIEW
A A
VIEW A-A
B
B
VIEW B-B
2’-0
"
3’-5�"
2’-5
"
10"
2’-0"
2’-5
"
10
"
3’-5�"
1�" = 1’-0"
1�" = 1’-0"
1�" = 1’-0" 1�" = 1’-0"
2"
2"
DETAIL 1
09/11
09/11
XX/XXXXXX/XXXX
JN 09/11
09/11GT
B38
1"= 1’-0"
1"= 1’-0"
1"= 1’-0"
NOTES:
B B
AS NOTED
VIEW B-B
ISOMETRIC VIEW
VIEW A-A
À TRUSS
2’-0"
À END FLOORBEAM,
FB0
À TRUSS
2’-9"
1. FOR TYPICAL FIXED SPAN TRUSS GIRDER GEOMETRY AND LIFT SPAN TRUSS GIRDER GEOMETRY,
SEE BRIDGE SHEET B16 AND B42 RESPECTIVELY.
3’-0
"
3’-1
�"
4’-6�"
1’-6
"
COUNTERWEIGHT ROPE CONNECTION AT LIFT SPAN
TPZ
CSE
À END FLOORBEAM,
FB0
À TRUSS
ARCHER WESTERN CONTRACTORS
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN
BRIDGE NO. STATE PROJECTTOWN
LOCATION
REVISIONS AFTER PROPOSAL
SHEET SCALE
DESIGNED
DRAWN
QUANTITIES
REV. DATE
ISSUE DATEFEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS
FILE NUMBER
OF
BRIDGE SHEET
DATEBY
CHECKED
CHECKED
CHECKED
DATEBY
HNTB Corporation
The HNTB Companies
Engineers Architects Planners
SUBDIRECTORY
XX $FILENAME$
.DGN LOCATOR
$BRDESCR$
$TOWN$
$BRNO$ $STNO$
$BT$
$BRFILNO$
$CSHTOT$XXXXXXXX
PRELIMINARY PLANS
SEPTEMBER 12, 2011
�"= 1’-0"
(NORTH OPP. HAND)
END FLOORBEAM, FB0END FLOORBEAM,
FB27
DETAIL 1
A
AÀ SOUTH FIXED SPAN À LIFT SPN
N.T.S.
SOUTH FIXED SPAN NORTH FIXED SPANLIFT SPAN
KEY ELEVATION
DETAIL 1
