A.03.09_Plans_and_Specifications_2_of_4.pdf
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- Attached to
- Service Bridge Demo and Construction Federal contract opportunity
- Solicitation number
- W9123719B0004
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Plans and Specifications, 2 of 4
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| D.03.05_Synopsis_of_Award.pdf | ||
| C.04.01_Abstract_of_Bids.pdf | ||
| B.08.02_W9123719B0004-0001.pdf | ||
| A.03.17_Pre-Bid_Question_&_Answers.pdf | ||
| A.03.09_Plans_and_Specifications_4_of_4.pdf | ||
| A.03.09_Plans_and_Specifications_3_of_4.pdf | ||
| A.03.09_Plans_and_Specifications_1_of_4.pdf | ||
| B.08.02_W9123719B0004.pdf | ||
| B.01.03_Pre-Solicitation_Synopsis.pdf |
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Text version
1'-6" RIPRAP
60'-0" C-C BEARING 60'-0" C-C BEARING
WIDE FLANGE SECTION
W36 X 150
REHABILITATED
CORBELS TO BE
REHABILITATED
CORBELS TO BE
3X3X…" ANGLE
8'-6"
CONSTRUCTION JOINT
CONSTRUCTION JOINT
EXCAVATION LIMITS
DEMOLITION
8" GRAVEL BACKING
TO EL. 936.0
STEM AS INDICATED
REMOVE PIER CAP AND
S O
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IC
IT
A T
IO
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F
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M A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
SCALE: ‰"=1'-0"
HALF PLAN DECK REMOVED
SCALE: ‰"=1'-0"
HALF PLAN DECK IN PLACE
OPERATING HOUSE
OPERATING HOUSE
PIER
SCALE: ‰"=1'-0"
SPILLWAY EL. 941.0
NORMAL POOL EL. 928.0
S -1
.d g n
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A K
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G E R
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A B
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IN
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IS
T R
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N T
IN
G T
O N
W E
S T V
IR
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IA
S-100
E
M O
L
IT
IO
N P
L A
N
J A
W
J J
K
DEMOLITION LIMITS
2:1 2:
NOTES:
EL. 936.0
ELEVATION ON CENTERLINE OF EXISTING BRIDGE
EL. 950.9
EL. 954.5
TOP OF DECK
BEARING SEAT
EL. 946.0
EL. 934.8
OF NEW ABUT.
FOUNDING ELEV.
EL. 944.0
A M
H
0 4' 8'
SCALE: ‰" = 1'-0"
12'
EXISTING ABUTMENT
EXISTING ABUTMENT
EL. 943.0
SPECIFICATIONS SECTION 31 00 00.
BACKFILL WITH SELECT BACKFILL TO EL. 946 IN ACCORDANCE WITH4.
ABUTMENT).
2' BELOW EL. 946.0 (THE FOUNDING ELEVATION OF THE NEW
ABUTMENT SHALL BE DEMOLISHED AND REMOVED APPROXIMATELY 3.
JOINT AT ELEVATION 936.0.
THE CONCRETE OF THE PIER SHALL BE CUT AT THE CONSTRUCTION2.
AND ARE BASED ON AS-BUILTS OF THE ORIGINAL STRUCTURE.
ELEVATIONS PROVIDED ARE FOR GENERAL INFORMATION ONLY, 1.
10'-0"
1'-6"2'-6"1'-6"
60'-0" C-C BEARING 70'-0" C-C BEARING
EL. 954.5
EL. 946.0
2:
EL. 936.0
STEM AND CAP
REPLACEMENT PIER
10' FROM PREVIOUS LOCATION.
APPROX. EXTENDING BRIDGE LENGTH
PROPOSED ABUTMENT LOCATION
PROPOSED FINISHED GRADE
INTAKE STRUCTURE
EXISTING CORBELS
EL. 955.00
SPILLWAY EL. 941.00
NORMAL POOL EL. 928.00
SCALE: „" = 1'-0"
SCALE: „" = 1'-0"
PLAN
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C A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
NOTES
0 4' 8'
SCALE: „" = 1'-0"
16'
ELEVATION ON CENTER LINE OF PROPOSED BRIDGE
END POST
TOP CHORD &
TRUSS VERT. & DIA.
STRINGERS
& HORIZ. BRACING
FLOOR BEAMS
ALUMINUM DECK
A
SCALE: •" = 1'-0"
A SECTION
S -1
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P S O
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IN
G T
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W E
S T V
IR
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S-101
O V
E R
A L L P
L A
N
FIELD JOINT
FIELD JOINT
A M
H
J A
W
E R
H
S-101
S-101
APPROXIMATELY 2' BELOW ELEVATION 946.0.
EXISTING ABUTMENT TO REMAIN BELOW
0 1' 2' 4'
SCALE: •" = 1'-0"
S T
A
.5
S T
A
.0
S T
A
GROUT PAD
PER SHEET
(TO BE REHABILITATED)
EXISTING CORBELS
SEE NOTE 5
GROUT PAD AND BRACKET
SEE NOTE 5
GROUT PAD SEE NOTE 5
PROPOSED GROUT PAD
CONTRACTOR TO PROVIDE THIS BRIDGE OR APPROVED EQUAL.6.
THE BRIDGE SHOWN IS THE GATOR CASCADE PEDESTRIAN BRIDGE. 5.
PLACED IN THE NEW LOCATION AS SHOWN.
THE NEW ABUTMENT SHALL BE CONSTRUCTED PER DWG. S-102 AND4.
THAN 36".
LAP REPLACEMENT REBAR WITH EXISTING REBAR BY NO LESS 3.
SEE DWG. S-103 FOR PIER DETAILS.
REPLACE TOP PIER STEM BEGINNING AT EL. 936.00 AND PIER CAP.2.
ALL DIMENSIONS SHALL BE FIELD VERIFIED.1.
6"
6"
14'-0"
1'-6"
14'-0"
4'-0" 3'-6" 6'-0"
4'-0"
2'-6"
#4 TYP. EACH FACE
#6
#6 SPA. @ 12"
#6 SPA. @ 12"
#6 SPA. @ 12"
#6 @ 12"
#4 TYP. EACH FACE #4 TYP. EACH FACE
EQUALLY SPACED
THREE (3) #6 BARS
EQUALLY SPACED
THREE (3) #6 BARS
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
NOTES:
SCALE: •"=1'-0"
SCALE: •"=1'-0"
SCALE: •"=1'-0"
T Y
P
C O
V E
R
S -1
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A N
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ID
G E R
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N T
IN
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O N D
IS
T R
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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IN
G T
O N
W E
S T V
IR
G
S-102
S-102
A
SECTION
S-102
A
SCALE: •"=1'-0"
A M
H
J A
W
J J
K
P L
A N A
N D A
B U
T M
E N
T D
E T
A
IL
S
0 1' 2' 4'
SCALE: •" = 1'-0"
PROPOSED ABUTMENT PLAN PROPOSED ABUTMENT REINFORCEMENT PLAN
PROPOSED ABUTMENT ELEVATION
LAP REPLACEMENT REBAR WITH EXISTING REBAR NO LESS THAN 36".5.
CONFIRM SIZE OF ABUTMENT.
CONTRACTOR TO SUBMIT BRIDGE DESIGN LAYOUT BEFORE CONSTRUCTION TO 4.
ALL 180 DEGREE HOOKS SHOWN SHALL BE IN ACCORDANCE WITH ACI 318.3.
CHAMFER UNLESS OTHERWISE NOTED.
ALL EXPOSED CORNERS AND RE-ENTRANT ANGLES SHALL HAVE A ONE INCH2.
NOT BE LESS THAN 4".
DISTANCE FROM FACE OF CONCRETE TO REINFORCEMENT STEEL SHALL1.
9'-0"
9'-0"
1'-0"1'-6"
2'-6"
4'-0"
1'-0" 1'-6"
2'-6"
#6 SPA. @ 8"
#6 SPA. @ 12" #6 SPA. @ 12"
#6 SPA. @ 2'
4"
#4 SPA. @ 8"
"16
3APPROX. 4'-4
4'-0"
3'-0" 6"6"
"8
3APPROX. 3'-8
SPA. EVENLY
SIX (6) #6 BARS
#6 SPA. @ 2'
#6 SPA. EVENLY
WITH EPOXY ANCHORS
WITH 36" EMBEDMENT AND
1‚" HILTI ANCHOR BOLTS
WITH EPOXY ANCHORS
WITH 36" EMBEDMENT AND
1‚" HILTI ANCHOR BOLTS
#6 SPA. @ 2'
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
S -1
.d g n
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.d g n h e c x jb
.0
:1
/1 /2
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G E R
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P S O
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NOTES:
SCALE: •"=1'-0"
PIER PLAN
SCALE: •"=1'-0"
PIER REINFORCEMENT ELEVATION
TYP.
CLEAR
A
P P
R O
X
IM
A T
E
EL. 950.9
EL. 936.0
S-103
P
IE
R D
E T
A
IL
S
MATCH EXISTING MATCH EXISTING
S-103
A
B
S-103
SCALE: •"=1'-0"S-103
A ELEVATION
SCALE: •"=1'-0"S-103
B ELEVATION
EL. 950.9
EL. 936.0
S-103
C
SCALE: •"=1'-0"S-103
C SECTION
A M
H
J A
W
J J
K
0 1' 2' 4'
SCALE: •" = 1'-0"
EL. 936.0
E M
B E
D M
E N
T
M
CONFIRM SIZE OF PIER CAP.
CONTRACTOR TO SUBMIT BRIDGE DESIGN LAYOUT BEFORE CONSTRUCTION TO 4.
ALL 180 DEGREE HOOKS SHOWN SHALL BE IN ACCORDANCE WITH ACI 318.3.
CHAMFER UNLESS OTHERWISE NOTED.
ALL EXPOSED CORNERS AND RE-ENTRANT ANGLES SHALL HAVE A ONE INCH2.
NOT BE LESS THAN 4".
DISTANCE FROM FACE OF CONCRETE TO REINFORCEMENT STEEL SHALL1.
S-103
D
SCALE: •"=1'-0"S-103
D SECTION
STRUCTURE
EXISITNG INTAKE
21'-2‡"
STRUCTURE
EXISITNG INTAKE
STRUCTURE
EXISITNG INTAKE
(SEE S-105)
PLATFORM 1
(SEE S-107)
STAIRS 1
(SEE S-105)
PLATFORM 2
(SEE S-107)
STAIRS 2
(SEE S-106)
PLATFORM 3
(SEE S-107)
STAIRS 3
(SEE S-106)
PLATFORM 4
EXISTING BEAM
4'-1…"2'-7•"
(ALUMNUM)
2"x‰" GRATING
(SEE S-105)
PLATFORM 1
(TYP.)
SEE NOTE 2
(SEE S-105)
PLATFORM 2
(SEE S-107)
STAIRS 3(SEE S-106)
PLATFORM 4
3'-6"3'-4" ƒ
(SEE S-106)
PLATFORM 4 EXISTING BEAM
(SEE S-106)
PLATFORM 3
(SEE S-105)
PLATFORM 2
SEE NOTE 2
(SEE S-105)
PLATFORM 1
ALUMINUM PIPE (TYP.)
EXISTING BEAM
T
G R
A T
IN
G
STRUCTURE
EXISTING INTAKE
4'-•"2'-6"9'-11"3'-6"1'-7•"
3'-2•" 13'-9•" 3'-6"
EXISTING DOOR
(TO BE RETAINED)
EXISTING BEAM
(TO BE RETAINED)
EXISTING BEAM
EXISTNG DOOR
52°
(REFER TO S-111)
(TO BE DEMOLISHED)
AND PLATFORMS
EXISTNG STAIRS, HANDRAIL
T/STEEL
T/STEEL
T/STEEL
PLAN VIEW @ EL. 955.0 T/S
PLAN VIEW @ EL. 938.3 T/S
PLAN VIEW @ EL. 946.7 T/S
EL. 938.3
EL. 946.7
EL. 930.0
S-108
S-108
S-108
NOTES:
DOWN DOWN
DOWN
DOWN
UP
DOOR
S-108
0 1' 2' 4'
SCALE: …" = 1'-0"
EL. 955.0
T/GRATING
EL. 930.2
T/GRATING
EL. 938.5
T/GRATING
EL. 946.9
S-108
T/GRATING
EL. 955.2
*STAIRS REMOVED FOR CLARITY
S-108
STAINLESS STEEL.
5. FASTENERS AND HARDWARE SHALL BE 304
ALUMINUM SURFACES CONTACT.
4. APPLY BITUMINOUS PAINT WHERE STEEL AND
ALUMINUM UNLESS NOTED OTHERWISE.
3. ALL STRUCTURAL COMPONENTS SHALL BE 6061-T6
STAINLESS STEEL ANCHORS EMBEDDED A MIN. 8".
2. PLATFORMS SHALL BE ANCHORED WITH ƒ
PLATFORMS AND STAIRS.
1. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION
EL. 930.0
EL. 955.0
(TO BE DEMOLISHED)
EXISTING STAIRS
(NOT TO SCALE)
S-108
T/STEEL (BOTTOM OF DOOR)
S -1
.d g n
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N E d e fa u lt i s i n u s e
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P S O
F E
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S T V
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S-104
T
A K
E E
X T
E R
IO
R S
T A
IR
S
Y S
T E
M
IN
T
A K
E S
T R
U C
T U
R E
S A
S
C P
W
C L
C
S O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
/1
/2 ƒ
4'-5•"
2'-6"
11‡"
2'-7•"
2'-6" 5"
I6x4.03
7'-11"
4…"4'-6„"2'-11ƒ"
3'-6"
(TYP.)
I10x8.65
4'-1…"
(ALUMINUM)
C7x4.23
(ALUMINUM)
C10x5.28
EXISTING BEAMS 4'-‡"
6'-6‡"
I10x8.65
7'-…"
SEE S-107
FOR STAIR 1
(ALUMINUM) (TYP.)
C7x4.23
8•"2'-6„"2'-6„"1'-0"
START APROX. 3" IN)
DOWN TO EXISTING BEAMS
PLATFORM WILL BOLT
STRUCTURE
EXISTING INTAKE
(ALUMINUM) (SEE NOTE 4)
2"x‰" GRATING ƒ
1ƒ"(TYP.)2'-7•"
4'-1…"
(ALUMINUM) (TYP.)
C7x4.23
I10x6.04
1'-11†"1'-9†"1'-9†"2'-3ƒ"
(SEE S-108)
MOUNTING PLATE
CUT TO FIT ON
(ALUMINUM)(TYP.)
C10x5.28
1'-0"1'-2‚"1'-3ƒ"
(SEE S-107)
STAIRS 1
(SEE S-107)
STAIRS 2
(SEE NOTE 2, S-104)
EMBEDED 8" MIN.
(ALUMINUM)
L4x4x…"
(TYP.)
•" PL.
G
P
ALUMINUM PIPE
1" MIN.
STRUCTURE WALL
EXISTING INTAKE
M
1•" HOLLAENDER
(ALUMINUM) (SEE NOTE 4)
2"x3#16" GRATING
G
P
TO WALL DETAIL (MIRROR)
VIEW TYPICAL RAILING
TO WALL DETAIL
VIEW TYPICAL RAILING
1" MAX GAP (TYP)
TERMINATES AT WALL
OR EQUIVALENT WHERE RAIL
HOLLAENDER 43-8 WALL FLANGE
(SEE NOTE 4)
(ALUMINUM) (TYP.)
2"x‰" GRATING
S-108
S-109
6a
DOWN
E S-110
S-109
S-110
DOWN
UP
S-109
*SEE DETAIL 6
*SEE DETAIL 6
S-109
6b
A
S-105
DOWN
SECTION
SCALE: 3/4" = 1'-0"
NOTES:
S-105
A
0 1' 2' 3'
SCALE: ƒ" = 1'-0"
S-108
TYPICAL RAILING TO WALL DETAIL
PL-1 PLAN VIEW
PL-1 END VIEW
PLATFORM 1 (PL-1)
PLATFORM 2 (PL-2)
PL-2 PLAN VIEW
PL-2 SIDE VIEW
S -1
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T D
V .p e n
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N E d e fa u lt i s i n u s e
-F
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IA
N F
O R
K O
F C
O N
O T
T O
N C
R E
E K
A T
W O
O D L
A K
E
N E
W C
U M
B E
R L
A N
D
O H
S E
R V
IC
E B
R
ID
G E R
E H
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
T
A K
E E
X T
E R
IO
R S
T A
IR
S
Y S
T E
M
IN
T
A K
E S
T R
U C
T U
R E
S A
S
C P
W
C L
C
S-105
9. FASTENERS AND HARDWARE SHALL BE 304 STAINLESS STEEL.
8. HANDRAIL SHALL BE SCH 80 1•" ALUMINUM PIPE.
7. ALL BOLT HOLES SHALL BE Ž" UNLESS NOTED.
STEEL …" CONCRETE WEDGE ANCHORS WITH 4" EMBEDMENT.
6. HAND RAIL TO WALL MOUNTING FLANGE TO BE hOLLAENDER 43-8 OR EQUAL. SHALL BE MOUNTED WITH STAINLESS
WALL FLANGE (4 HOLE). ATTACH WITH 4 BOLTS 3/8" DIA.
5. HAND RAIL MOUNTING PLATE SHALL BE HOLLAENDER OR APPROVED EQUAL I.P.S. SIZE 1•" NO. 54- 3/4/5 OFFSET
BETWEEN PANNELS.
AND BANDED BARS SHALL BE WELDED AT ALL BEARING BARS. MINIMUM 6 FASTENERS AND•" SPACING
SPACED AT 1‰" WITH CROSS BARS SPACED AT 4"; CENTER SURFACE SHALL BE SERRATED
4. ALUMINUM GRATING SHALL BE DIRECT METALS OR APPROVED EQUAL. 2"x‰ BEARING BARS
3. ALL STRUCTURAL COMPONENTS SHALL BE ALUMINUM 6061-T6 UNLESS OTHERWISE NOTED.
2. ALUMINUM GRATING NOT SHOWN FOR CLARITY.
1. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF PLATFORMS AND STAIRS.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
/1
/2
2’-11"
3"(TYP.)
(ALUMINUM)
L4x4x�"
7’-6�"
7’-7"
3’-6"
(ALUMINUM)
I10x8.65
(ALUMINUM)
I10x8.65(TYP.)
(ALUMINUM)
I6x4.03
EXISTING BEAM
3’-7�"
(ALUMINUM)(TYP.)
CS7x4.72
3’-6�"
4’-3"
1’-0"1’-�"1’-0"
7�"2’-6"6�"
SEE DETAIL 3
�" PL.
(SEE S-107)
STAIR 2
(SEE S-107)
STAIR 3
(ALUMINUM)
C10
3’-6"
2’-7�"4’-6�"4�"
1’-7�"2’-3�"2’-3�"1’-4"
(ALUMINUM) (TYP.)
2"x3#16" GRATING
(S-108)
SEE DETAIL 3
3�" 4"
3’-8"
1’-4�"1’-5" 1’-5�"
C10
" 1
(SEE NOTE 4)
(ALUMINUM) (TYP.)
2"x�" GRATING
9�"1’-8�"1’-1�"
STRUCTURE
EXISTING INTAKE
1" MAX GAP (TYP)
1" MIN GAP
ALUMINUM PIPE
(ALUMINUM)(TYP.)
CS7x4.723/4/5 OFFSET WALL FLANGE.
HOLLAENDER 1�" NO. 54-
1" MIN. GAP
3/4/5 OFFSET WALL FLANGE.
HOLLAENDER 1�" NO. 54-
(ALUMINUM)
I10x8.65
ALUMINUM PIPE
TO WALL DETAIL
VIEW TYPICAL RAILING
TO WALL DETAIL (MIRROR)
VIEW TYPICAL RAILING
(SEE NOTE 2, S-104)
EMBEDED 8" MIN.
S-110
G
DOWN
UP
S-109
6a
UP
S-109
S-106
B
SECTION
SCALE: 3/4" = 1’-0"
S-109
6b
NOTES:
S-106
B
E S-110
0 1’ 2’ 3’
SCALE: �" = 1’-0"
TYPICAL MOUNTING FLAGE DETAIL (C7x4.23)
SCALE: 1 1/2" = 1’-0"
TYPICAL MOUNTING FLAGE DETAIL (I10x8.65)
SCALE: 1 1/2" = 1’-0"
PLATFORM 3 (PL-3)
PL-3 PLAN VIEW
PL-4 END VIEW
PLATFORM 4 (PL-4)
PL-4 PLAN VIEW
S -1
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L
R H -N
E T
A P
P \C
A D
A P
P S \A
P P
S \L
R H
W o rk s p a c e \W o rk s p a c e \P ro je c tW is e I n te rP lo t
O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n
N O
N E d e fa u lt i s i n u s e
-F
E B -2
IA
N F
O R
K O
F C
O N
O T
T O
N C
R E
E K
A T
W O
O D L
A K
E
N E
W C
U M
B E
R L
A N
D
O H
S E
R V
IC
E B
R
ID
G E R
E H
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
A K
E E
X T
E R
IO
R S
T A
IR
S
Y S
T E
M
IN
T
A K
E S
T R
U C
T U
R E
S A
S
C P
W
C L
C
S-1069. FASTENERS AND HARDWARE SHALL BE 304 STAINLESS STEEL.
8. HANDRAIL SHALL BE SCH 80 1�" ALUMINUM PIPE.
7. ALL BOLT HOLES SHALL BE �" UNLESS NOTED.
STEEL �" CONCRETE WEDGE ANCHORS WITH 4" EMBEDMENT.
6. HAND RAIL TO WALL MOUNTING FLANGE TO BE hOLLAENDER 43-8 OR EQUAL. SHALL BE MOUNTED WITH STAINLESS
WALL FLANGE (4 HOLE). ATTACH WITH 4 BOLTS 3/8" DIA.
5. HAND RAIL MOUNTING PLATE SHALL BE HOLLAENDER OR APPROVED EQUAL I.P.S. SIZE 1�" NO. 54- 3/4/5 OFFSET
BETWEEN PANNELS.
AND BANDED BARS SHALL BE WELDED AT ALL BEARING BARS. MINIMUM 6 FASTENERS AND�" SPACING
SPACED AT 1�" WITH CROSS BARS SPACED AT 4"; CENTER SURFACE SHALL BE SERRATED
4. ALUMINUM GRATING SHALL BE DIRECT METALS OR APPROVED EQUAL. 2"x� BEARING BARS
3. ALL STRUCTURAL COMPONENTS SHALL BE ALUMINUM 6061-T6 UNLESS OTHERWISE NOTED.
2. ALUMINUM GRATING NOT SHOWN FOR CLARITY.
1. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF PLATFORMS AND STAIRS.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fiof Engineers
US Army Corps
Huntington District
/1
/2
2'-4†"2‡"
4†"2‡"
11•" 2‡"
1'-6" 3'-2„" 2‡"
2'-3‚"8•"
4"
ALUMINUM PIPE
STAIRWAY TREAD
SEE DETAIL 11 FOR
ANGLE SUPPORTS
SEE DETAIL 11 FOR
STAIRWAY TREAD
SEE DETAIL 11 FOR
ANGLE SUPPORTS
SEE DETAIL 11 FOR
STAIRWAY TREAD
SEE DETAIL 11 FOR
ANGLE SUPPORTS
SEE DETAIL 11 FOR
ALUMINUM PIPE
ALUMINUM PIPE
1'-2‡"8'-4"2'-5„"
1'-7ƒ" 8'-4"
3'-7"
8" 8'-4"
7…"
CONNECTION DETAIL
SEE S-109 FOR
2'-„"2'-7"2'-6"1'-2ƒ"
1'-†" 1'-9†" 2'-3ƒ" 2'-1•" 2'-‡" 7•"
11ƒ"2'-9‡"1'-8•"
(ALUMINUM) (TYP.)
2"x‰" GRATING
(ALUMINUM) (TYP.)
2"x‰" GRATING
(ALUMINUM) (TYP.)
2"x‰" GRATING
CONNECTION DETAIL
SEE S-109 FOR
CONNECTION DETAIL
SEE S-109 FOR
CONNECTION DETAIL
SEE S-109 FOR
13'-3"
12'-1ƒ"
1'-4•"
11'-11‡"
CONNECTION DETAIL
SEE S-109 FOR
CONNECTION DETAIL
SEE S-109 FOR
10•"
8‚"2'-9‡"
(ALUMINUM) (TYP.)
2"x‰" GRATING
STAIRWAY TREAD & SUPPORT
SEE DETAIL 11 FOR
7†"
7†"
7†"
SEE NOTE 8
PER AISC STANDARDS
WELD ACCESS HOLES
2'-6"
11"
2„"
3•" 3•" 1"
(ALUMINUM) (TYP.)
2"x‰" GRATING
BOLT w/ WASHER AND NUT
FOR •" DIAM. x 2•" LG.
(TYP.)
L2•"x2•"x…"
SCALE: 3" = 1'-0"S-107
STAIRS 1
STAIRS 2
STAIRS 3
NOTE:
DETAIL: STAIRWAY TREAD (TYP.)
EL. 923.4 T/S
EL. 914.8 T/S
EL. 938.3 T/S
EL. 946.7 T/S
EL. 946.7 T/S
EL. 955.0 T/S
PLATFORM 1
*SEE S-105 FOR
PLATFORM 2
*SEE S-105 FOR
PLATFORM 3
*SEE S-106 FOR
PLATFORM 4
*SEE S-106 FOR
13 TREADS (11" TREADS)
PLATFORM 2
*SEE S-105 FOR
PLATFORM 3
*SEE S-106 FOR
0 1' 2' 4'
SCALE: •" = 1'-0"
TYPICAL STAIR CONNECTION DETAIL
SCALE: 3" = 1'-0"
25% PT
(TYP.)
CJP
13 TREADS (11" TREADS)
13 TREADS (11" TREADS)
S -1
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N O
N E d e fa u lt i s i n u s e
-F
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:5
IA
N F
O R
K O
F C
O N
O T
T O
N C
R E
E K
A T
W O
O D L
A K
E
N E
W C
U M
B E
R L
A N
D
O H
S E
R V
IC
E B
R
ID
G E R
E H
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
A K
E E
X T
E R
IO
R S
T A
IR
S
Y S
T E
M
IN
T
A K
E S
T R
U C
T U
R E
S A
S
C P
W
C L
C
S-107
AISC STANDARDS FOR ROLLED SHAPES.
TO BE DIMENSIONED AND INSTALLED PER
8. WELD ACCESS HOLES IN C10x6.14 MEMBERS
8.5".
WITH VERTICAL HEIGHT NOT TO EXCEED
7. STAIR TREAD SHALL BE EQUALLY SPACED
304 STAINLESS STEEL.
6. FASTENERS AND HARDWARE SHALL BE
RECOMMENDATIONS.
ANGLES PER MANUFACTURER
5. FASTEN STAIR TREAD TO SUPPORT
SHALL BE BOLTED WITH • BOLTS.
4. ANGLES FOR STAIR TREAD SUPPORTS
OR EQUIVALENT.
NO. 54- 3/4/5 OFFSET WALL FLANGE
3. RAILING MOUNT SHALL BE HOLLAENDER
2. ALL DRILLED HOLES SHALL BE
ALUMINUM, OTHERWISE NOTED.
1. ALL MATERIAL SHALL BE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
/1
/2
1’-�" 1’-�" 1’-�"
3’-1"
1�"1"
2�"
6"
BOLT w/ WASHER AND NUT
FOR �" DIAM. x 2�" LG.
8�"
6" 1�"1�"
1’-4"
1’-1�" 1�"1�"
’-5
’-9
8"
4" 2"2"
1�"
1 IN 24 BATTER
BASED ON WALL
3�" 2"
(ALUMINUM)
I10x8.65
’-10
8�"7�"
1/2" PL.
1/2" PL.
1’-4"
’-6
8�"7�"
1’-4"
1/2" PL.
1/2" PL.
1�" 2’-9�" 1�"
3’-1"
1�" 10�" 10�" 1�"
1’-�" 1’-�" 1’-�"
I6x4.03
I6x4.03
1’-1�
1’-8
1’-1�
1’-8
INTO CONCRETE (TYP.)
CONC. ANCHORS. EMBED MIN. 8"
EXISTING BEAM
(A36) (TYP.)
�" PL.
BOLT w/ WASHER AND NUT
FOR �" DIAM. x 2�" LG.
(TYP.)
INTO CONCRETE
EMBED 8" MIN.
�" CONC. ANCHORS.
’-10
’-3
8�"7�"
1’-4"
1/2" PL.
1/2" PL.
I6x4.03
1’-1�
1’-8
S-104
D S-108
C
S-108
D S-108
C
S-108
SCALE: 1�" = 1’-0"S-104 3
SCALE: 1�" = 1’-0"S-104
SECTION
S-108
C
SECTION
S-108
D DETAIL: PLATFORM 3 BRACING
DETAIL: STAIR STRINGER SUPPORT
SCALE: 1�" = 1’-0"S-104
DETAIL: PLATFORM 2 BRACING
SCALE: 1�" = 1’-0"
SCALE: 1�" = 1’-0"
SCALE: 1�" = 1’-0"
DETAIL: I10x8.65 TO CONCRETE WALL CONNECTION
PLAN VIEW
0 1’ 2’ 4’
SCALE: �" = 1’-0"
NOTES:
(MATERIAL: A36 STEEL)
4. FASTENERS AND HARDWARE SHALL BE 304 STAINLESS STEEL.
3. ALL BOLT HOLES SHALL BE �" UNLESS NOTED.
2. ALL STRUCTURAL COMPONENTS SHALL BE ALUMINUM 6061-T6 UNLESS OTHERWISE NOTED.
1. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF PLATFORMS AND STAIRS.
D S-108
C
S-108
SCALE: 1�" = 1’-0"S-104
DETAIL: PLATFORM 3 BRACING(MAKE 2 ASSEMBLYS)
(MAKE 2 ASSEMBLYS) (MAKE 1 ASSEMBLY)
25% PT
(TYP.)
25% PT
(TYP.)
100% PT
(TYP.)
100% PT
(TYP.)
100% PT
(TYP.) S
-1
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H E
D X J J
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L
R H -N
E T
A P
P \C
A D
A P
P S \A
P P
S \L
R H
W o rk s p a c e \W o rk s p a c e \P ro je c tW is e I n te rP lo t
O rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n
N O
N E d e fa u lt i s i n u s e
-F
E B -2
IA
N F
O R
K O
F C
O N
O T
T O
N C
R E
E K
A T
W O
O D L
A K
E
N E
W C
U M
B E
R L
A N
D
O H
S E
R V
IC
E B
R
ID
G E R
E H
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
A K
E E
X T
E R
IO
R S
T A
IR
S
Y S
T E
M
IN
T
A K
E S
T R
U C
T U
R E
S A
S
C P
W
C L
C
S-108
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fiof Engineers
US Army Corps
Huntington District
/1
/2
EXISTING BEAM
1�"
1"
3�"
3�"
BOLT w/ WASHER AND NUT
FOR �"" DIAM. x 2�" LG.
1�"
1�"
1�"
T
Y P
(ALUMINUM) (TYP.)
2"x�" GRATING
(ALUMINUM)
CS10x6.14I10x8.65
L5x3�x�(ALUMINUM)
L5x3�x�(ALUMINUM)
(ALUMINUM) (TYP.)
2"x�" GRATING
(ALUMINUM) (TYP.)
2"x�" GRATING
(ALUMINUM) (TYP.)
2"x�" GRATING
(ALUMINUM) (TYP.)
2"x�" GRATING
3"
2�" 1�"
�"(TYP.)
�" (TYP.) �"(TYP.)
4"
C7
�"(GAP)
CONNECTION ONLY)
(DEPICTS THIS
DETAIL 6a
CONNECTION ONLY)
(DEPICTS THIS
DETAIL 6b
FOR DETAIL
SEE S-108
� PL. (TYP.)
EXISTING BEAM
SUPPORT DETAIL
SEE S-108 FOR STRINGER
� PL. (TYP.)
C10
L5x3�x�
(TYP.)
2"x�" GRATING
C7
SEE S-105 FOR
PLATFORM DETAIL
�" 1�"
I10x8.65
I10x8.65
�"(TYP)
I10x8.65
L5x3�x�
BOLT w/ WASHER AND NUT
FOR �" DIAM. x 2�" LG.
BOLT w/ WASHER AND NUT
FOR STAINLESS �" DIAM. x 2�" LG.
C10 (STAIR STRINGER)
I S-109
SCALE: 3" = 1’-0"
SECTION
S-109
G
SCALE: 3" = 1’-0"S-105
SCALE: 3" = 1’-0"S-105
J S-106
SCALE: 3" = 1’-0"
SECTION
S-109
J
SCALE: 3" = 1’-0"S-105
G S-109
H S-109
SCALE: 3" = 1’-0"
SECTION
SCALE: 3" = 1’-0"
SECTION
S-109
I
DETAIL: C7 AND C7 CONNECTION
*DETAIL 6 DEPICTS BOTH CONNECTIONS
DETAIL: C7 AND C10 CONNECTION
DETAIL: C10 AND I10x8.65 CONNECTION
S-109 S-106
0 1’ 2’ 4’
SCALE: �" = 1’-0"
NOTES:
25% PT
(TYP.)
25% PT
(TYP.)
25% PT
(TYP.)
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(TYP.)
25% PT
(TYP.)
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S-109
4. FASTENERS AND HARDWARE SHALL BE 304 STAINLESS STEEL.
3. ALL BOLT HOLES SHALL BE �" UNLESS OTHERWISE NOTED.
BETWEEN PANNELS.
AND BANDED BARS SHALL BE WELDED AT ALL BEARING BARS. MINIMUM 6 FASTENERS AND�" SPACING
SPACED AT 1�" WITH CROSS BARS SPACED AT 4"; CENTER SURFACE SHALL BE SERRATED
2. ALUMINUM GRATING SHALL BE DIRECT METALS OR APPROVED EQUAL. 2"x� BEARING BARS
1. ALL STRUCTURAL COMPONENTS SHALL BE ALUMINUM 6061-T6 UNLESS OTHERWISE NOTED.
S O
L
IC
IT
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IO
N N
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IL
E N
A M
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D W
N B
Y
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D B
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fiof Engineers
US Army Corps
Huntington District
/1
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