Clean Sol Package Drawings STRUCTURAL_AMDT 0003 Set 4 (SO-ST).pdf
PDF 12 MB Posted
- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This federal solicitation seeks proposals for the Dexter Adult Fish Facility Upgrades project. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Portland to upgrade major features, replace components, and add new elements to the Dexter Fish Facility to meet criteria set by the National Marine Fisheries Service. The upgrades are intended to fulfill requirements in the 2008 NMFS Biological Opinion on the Corps' Willamette Valley Project. The period of performance is from March 2023 to November 2026. The estimated magnitude of construction costs ranges from $25 million to $100 million. The solicitation is unrestricted and full and open to all offerors. The HUBZone 10% price evaluation preference will apply. The relevant NAICS code is 237990 for other heavy and civil engineering construction with a $39.5 million small business size standard.
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CRANE MAINTENANCE PLATFORM
LOWER PLATFORM
UPPER PLATFORM
MIDDLE PLATFORM
ACCESS STAIRS
AUXILIARY CRANE
PLATFORM
CRANE OPERATOR
ROOF
POST-SORT POOLS TYP.
D
C
A
B
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A T
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C K
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D A
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F
IL
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T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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IP
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A R
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R of Engineers
US Army Corps
/1
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D A
T E
D A
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D A
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D A
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D A
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D A
T E
D A
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T
A
D U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
E
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
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SO901
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
M
IC
H A
E L P S
C H
O C
H P .E
M S
C H
O C
H
/1
/2
W
N
R
IS
O
M E
T R
IC
V
IE
W H
O P
P E
R C
R A
N E F
R A
M E
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H E
N
IN
G E
R P
E
A D
V E
R T
IS
E
SCALE: N.T.S.
HOPPER CRANE FRAME-ISOMETRIC
PORTLAND DISTRICT
12"0 5' 10'
"= 1'-0"16
3SCALE:
(5
Z -P
U R
L
IN
S S
P A
C E
D E
Q U
A L L
Y
17'-0"
17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0"
6"
PER SPECIFICATIONS
SHEET METAL GUTTER,
PANELS, SEE NOTES
UNINSULATED METAL ROOF
6"
D
C
A
B
S O
L
IC
IT
A T
IO
N N
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A M
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D W
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C K
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Y
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Y
D A
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F
IL
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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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
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N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
U
L T F
IS
H F
A C
IL
IT
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P G
R A
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
O .d g n
SO101
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
M
IC
H A
E L P S
C H
O C
H P .E
M S
C H
O C
H
/1
/2
W
N
R
H O
P P
E R C
R A
N E F
R A
M E
F
IS
H L
O A
D
IN
G S
Y S
T E
M
W x
W x
W x
W x
W x
W x
W x
W x
G E
N E
R A
L N
O T
E S A
N D R
O O
F F
R A
M
IN
G
C-PURLIN
C-PURLIN
1. C-PURLIN PER
2. Z-PURLIN PER
Z-PURLIN
Z-PURLIN
Z-PURLIN
Z-PURLIN
Z-PURLIN
NOTES:
H E
N
IN
G E
R P
11. EQUIVALENT LATERAL FORCE ANALYSIS PROCEDURE
10. RESPONSE MODIFICATION COEFFICIENT, R = 3
9. SEISMIC RESPONSE COEFFICIENTS, CS = 0.12
8. DESIGN BASE SHEAR: 56 KIPS
7. STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE.
6. SEISMIC DESIGN CATEGORY, C
SD1 = 0.18
SDS = 0.46
5. MAPPED SPECTRAL RESPONSE PARAMETERS:
4. SITE CLASS: B
S1 = 0.34
Ss = 0.77
3. MAPPED SPECTRAL RESPONSE PARAMETERS:
2. SEISMIC IMPORTANCE FACOR, Ie = 1.0
1. RISK CATEGORY, II
E. EARTHQUAKE DESIGN INFORMATION
Cc,min = -1.53 (ALL ZONES)
Cc,max = 1.65 (ALL ZONES)
4. DESIGN WIND PRESSURES FOR COMPONENT AND CLADDING
3. WIND EXPOSURE, C
2. RISK CATEGORY, Iw = 1.0
1. BASIC DESIGN WIND SPEED, V = 95 MPH
E. WIND LOAD DATA
2. LOAD BEARING VALUE, Qall = 10 KSF (BASALT)
1. LOAD BEARING VALUE, Qall = 3 KSF (FILL)
D. GEOTECHNICAL INFORMATION
7. SLOPED ROOF SNOW LOAD, Ps = 20 PSF
6. NO DRIFT SURCHARGE LOADS
5. SLOPE FACTOR, Cs = 1.0
4. THERMAL FACTOR, Ci = 1.2
3. SNOW LOAD IMPORTANCE FACTOR, Is = 1.0
2. SNOW EXPOSURE FACTOR, Ce = 0.9
1. FLAT-ROOF SNOW LOAD, Pf = 19 PSF
C. SNOW LOAD DATA
2. LIVE LOAD, Lc,LL = 15 TONS
1. DEAD LOAD, Lc,DL = 15 KIPS
B. CRANE LOADS:
3. ROOF LIVE LOAD, Lr = 20 PSF
2. FLOOR LIVE LOAD, Lf = 100 PSF
1. DEAD LOAD: WEIGHT OF MATERIAL
A. GRAVITY LOADS:
11. STRUCTURAL DESIGN INFORMATION
NEGATIVE SECTION MODULUS, -Seff = 0.237IN^3/FT
POSITIVE SECTION MODULUS, +Seff = 0.230IN^3/FT
MOMENT OF INERTIA, I = 0.231 IN^4/FT
PROPERTIES:
" THICK, 20 GAUGE STEEL DECK WITH THE FOLLOWING MINIMUM 2
ROOF DECK MUST BE 1
B. ROOF DECK PROPERTIES:
SEE SHEET AZ502 FOR DOWNSPOUT TERMINATION AND SPLASH BLOCK DETAIL.
(NOT SHOWN IN STRUCTURAL DRAWINGS). SEE SHEET A-501 FOR ROOFING DETAILS.
A. STANDING SEAM ROOF OVER ROOF DECK, REFER TO SPEC. 07 61 14.00 28 FOR REQUIREMENTS
10. ROOFING SYSTEM
A D
V E
R T
IS
E
SPEC. 10 81 13.00 28 FOR REQUIREMENTS.
REFER TO
WALKWAY. IT IS ESTIMATED THAT 7,000 SF OF NETS AND 4,000 LF OF BIRD SPIKES WILL BE REQUIRED.
10. BIRD SPIKES ARE REQUIRED ON ALL HORIZONTAL SURFACES WHICH ARE NOT PART OF A
MUST BE USED FOR ALL STRUCTURAL JOINTS, UNO.
APPROPRIATE STEEL WASHERS MUST BE USED. SNUG TIGHT JOINT CONDITION PER SPECIFICATIONS
9. ALL CONNECTION BOLTS MUST BE ASTM F3125, GRADE A325 WITH MATCHING NUTS UNO.
SIZE. THE CODE MINIMUM MUST BE FOLLOWED.
INCH UNLESS WELDING CODE REQUIRES A LARGER 4
18. ALL WELDS MUST HAVE A MINIMUM SIZE OF
MANUFACTURER.
PROVIDED AT EACH END OF THE CRANE RAILS. CONNECTIONS MUST BE AS RECOMMENDED BY THE
DEFINED IN SECTION 15 OF THE AISC 15TH EDITION STEEL DESIGN MANUAL. BUMPER STOPS MUST BE
7. CRANE RAILS MUST BE 60 LBS PER YARD ASCE RAILS. RAIL CLAMPS MUST BE "TIGHT CLAMPS" AS
A36, UNO.
FOR ASTM A 572 GR. 50. ALL OTHER ANGLES AND CHANNELS MUST MEET REQUIREMENT FOR ASTM
6. W-SHAPES MUST MEET REQUIREMENTS FOR ASTM A992. STEEL PLATES MUST MEET REQUIREMENT
SPEC. 09 97 02.00 25 FOR REQUIREMENTS.
5. THE COMPLETED HOPPER CRANE FRAME MUST BE PAINTED WITH SYSTEM 21-A-Z, REFER TO
4. SEE SHEET SO509 FOR GUARDRAIL DETAILS.
3. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
2. SEE SHEET G-003 THRU G-005 FOR DRAWING INDEX.
AND ABBREVIATIONS.
1. SEE SHEET G-002 FOR GENERAL NOTES, SYMBOLS
NOTES:
SCALE: 3/16" = 1'-0"
ROOF PLAN VIEW
SO401
B
SO401
A
SO401
B
SO201
B
SO302
A
SO302
B
SO302
C
SO201
D
SO201
A
B
A
SO201
C 1 2 3 4 5 6 7 8
SO501
SO501
SO301
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
M .D
.H
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO102
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
M S
C H
O C
H
/1
/2
W N
R
F
IS
H L
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D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
P L
A N
V
IE
W S
16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
H E
N
IN
G E
R
P E
TYP. UNO
W18x143
EA. CORNER
W18x192
PER SPECIFICATIONS
DOWNSPOUT
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12"0 5' 10'
"= 1'-0"16
3SCALE:
W14x68
W x
W x
W x
W14x68 W14x68 W14x68 W14x68 W14x68 W14x68
W14x68 W14x68 W14x68 W14x68 W14x68 W14x68 W14x68
H
SS
.0 x0 .3
H SS10.000x0.375
W14x68
W14x68 W14x68
W14x68 W14x68
W14x68 W14x68
W14x68 W14x68
W14x68
W14x68
W14x68
W14x68
W14x68
OPP.
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
H
SS
.0 x0 .3
H SS10.000x0.375
W x
W x
W x
W x
W x
W x
W x
OPP.
OPP.
SIM.
OPP.
OPP.
OPP.
OPP.
OPP.
OPP.
OPP.
OPP. OPP. OPP. OPP. OPP. OPP.
SIM.
COLUMN WILL BE PERMITTED.
FOR APPROVAL. NO MORE THAN 1 SPLICE PER
CALLED OUT ON THE SHOP DRAWINGS SUBMITTED
COLUMN SPLICES, THEY MUST BE CLEARLY
SO503. IF CONTRACTOR REQUESTS USE OF
2. FOR OPTIONAL COLUMN SPLICES REFER TO
1. FOR COLUMN OFFSETS REFER TO SHEET SO503.
NOTES:
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 689.17 FT
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 705.67 FT
SO201
C
SO201
D
SO201
A
SO201
B
SO503
1 2 3 4 5 6 7 8 9
B
A
SO201
C
1 2 3 4 5 6 7 8 9
A
B
SO502
SO502
SO502
SO503
SO503
SO514
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO503
SO503
SO503
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO502
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO514
SO201
D
SO201
A
SO201
B
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO103
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
M S
C H
O C
H
/1
/2
W N
R
PER DETAIL -
SUPPORT, TYPE 1
PER DETAIL -
SUPPORT, TYPE 1
PER DETAIL -
SUPPORT, TYPE 2
PER DETAIL -
SUPPORT, TYPE 2
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 2
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 4 PER DETAIL -
SUPPORT, TYPE 5
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
P L
A N
V
IE
W S
16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0" 5'-0"
PER DETAIL
SUPPORT, TYPE 3
H E
N
IN
G E
R
P E
PER DETAIL -
SUPPORT, TYPE 2
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 3
"2 1HSS6x6x
"2 1HSS6x6x
5'-0" 17'-0" 17'-0"
4'-4"16'-8"17'-0"17'-0"17'-0"17'-0"
EA. COLUMN, PER
CRANE RAIL CORBEL,
5'-0"16'-0"17'-0"17'-0"17'-0""2
11'-4"2
5'-7
D E
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
(GRATING NOT SHOWN FOR CLARITY)
12"0 5' 10'
"= 1'-0"16
3SCALE:
MC10x28.5
W12x87
W12x87
W x
W x
MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5
MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5
M C x .5
M C x .5
C8x13.5
C8x13.5
C8x13.5
C8x13.5
C8x13.5
C8x13.5
MC10x28.5
OPP
SIM
OPP
TYP. UNO
TYP. UNO
CORNERS
TYP. ALL
1. GRATING BEARING BAR ORIENTATION
NOTES:
PER MANUF. RECOMMENDATIONS.
MATCH ADJACENT GRATING, ATTACH
SUPPORT BEAM, BEVEL EDGES TO
" GRATING OVER CRANE RAIL 4
3USE
PER MANUF. RECOMMENDATIONS.
MATCH ADJACENT GRATING, ATTACH
SUPPORT BEAM, BEVEL EDGES TO
" GRATING OVER CRANE RAIL 4
3USE
TYP
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 697.59 FT
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 697.59 FT
SO201
D
SO201
A
SO201
B
SO201
C
SO202
D
SO201
A
SO201
B
SO201
C
SO505
B
A
1 2 3 4 5 6 7 98
1 2 3 4 5 6 7 8 9
B
A
SO505
SO505
SO505
SO505
SO505
1SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
E
SO505
F
SO505
C
SO505
A
SO505
A
SO505
H
SO505
E
SO505
H
SO512
A
SO504
A
SO504
J
SO505
F
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO104
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
M S
C H
O C
H
/1
/2
W N
R
FOOTING PER SO510
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
P L
A N
V
IE
W S
17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
5'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
TYPE C, TYP. 1, PER SO510
COLUMN PEDESTAL,
PER SO510
TYP. 8, GRID LINES 4-7,
COLUMN PEDESTAL TYPE A,
GRATING NOT SHOWN FOR CLARITY
PER SO510, TYP.
COLUMN BASE PLATE
H E
N
IN
G E
R
P E
SERIES DRAWINGS, TYP.
HOPPER PIT PER SN
SERIES DRAWINGS, TYP.
DIFFUSER PIT PER SN
SERIES DRAWINGS
FOUNDATION PER SN
AZ502, TYPICAL OF 3
CONNECTION PER DETAIL
DOWNSPOUT AND STORM
DETAIL AZ502
CONNECTION PER
DOWNSPOUT AND STORM
DETAIL AZ502
CONNECTION PER
DOWNSPOUT AND STORM
BLOCK TO OUTSIDE OF CURB.
ROUTE DOWNSPOUT AND SPLASH
BLOCK PER DETAIL AZ502
DOWNSPOUT AND SPLASH
5'-0"
TYP. 7, PER SO510
TYPE B, GRID LINES 1B, 2-3, AND 8
COLUMN PEDESTAL
D E
C
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
DRAWING PLOT SIZE: $BORDER$
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12"0 5' 10'
"= 1'-0"16
3SCALE:
(POST SORT POOL WALLS NOT SHOWN FOR CLARITY)
NOT SHOWN FOR CLARITY)
(COLUMN PEDESTALS AND POST SORT POOL WALLS
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 651.67 FT
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 658.50 FT
SO201
C
SO201
B
SO201
A
SO201
D
SO201
D
SO201
C
SO201
B
SO201
A
1 2 3 4 5 6 7 8
B
A
B
1 2 3 4 5 6 7 8
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO201
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
PLATFORM
MAINTENANCE
M
IC
H A
E L
P S
C H
O C
H P
.E
ACCESS STAIRS
PLATFORM
MAINTENANCE
FOUNDATION
MAINTENANCE PLATFORM
LOWER BRACE
UPPER BRACE
COLUMN ENCASEMENT
/1
/2
W N
R
M S
C H
O C
H
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
E L
E V
A T
IO
N
V
IE
W S
FOUNDATION
H E
N
IN
G E
R
P E
TOP OF POST-SORT POOL WALLS
ELEVATION
GROUND
APPROX.
ELEVATION
GROUND
APPROX.
ELEVATION
GROUND
APPROX.
ELEVATION
GROUND
APPROX.
D E
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
ELEV. 657.55 FT
ELEV. 651.67 FT
TOP OF FOOTING
TOP OF FOUNDATION
ELEV. 668.67 FT
TOP OF LOWER PLATFORM
ELEV. 673.92 FT
ELEV. 679.42 FT
TOP OF UPPER PLATFORM
ELEV. 689.17 FT
TOP OF LOWER BRACE BEAMS
ELEV. 697.59 FT
ELEV. 705.67 FT
TOP OF COLUMNS
5' 0 5' 10'
"= 1'-0"8
1SCALE:
ELEV. 658.50 FT
ELEV. 651.67 FT
TOP OF FOUNDATION
ELEV. 689.17 FT
TOP OF LOWER BRACE BEAMS
ELEV. 697.59 FT
ELEV. 705.67 FT
TOP OF COLUMNS
TOP OF MIDDLE PLATFORM
ELEV. 685.92 FT
TOP OF STAIR LANDING
TOP OF CRANE SUPPORT BEAM
TOP OF CRANE SUPPORT BEAM
ELEV. 668.67 FT
TOP OF LOWER PLATFORM
ELEV. 673.92 FT
TOP OF MIDDLE PLATFORM
TOP OF ENCASEMENT (LINES 1-3 AND 8)
SO101
A
SCALE: 1/8" = 1'-0"
ELEVATION (LOOKING NORTH)
SO101
B
SCALE: 1/8" = 1'-0"
ELEVATION (LOOKING EAST)
SO101
C
SCALE: 1/8" = 1'-0"
ELEVATION (LOOKING SOUTH)
SO101
D
SCALE: 1/8" = 1'-0"
ELEVATION (LOOKING WEST)
1 2 3 4 5 7 86 B A
BA12345678
SO512
G
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO301
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
ROOF
ANGLED COLUMN A
D
V E
R T
IS
E
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
/1
/2
W N
R
L O
N G
IT
U
D
IN
A L
S E
C T
IO
N
M S
C H
O C
H
CRANE MAINTENANCE PLATFORM
AUX. CRANE PER MECH.
CRANE PER MECH. GUARDRAILS, TYP.ROOF BRACING, TYP.
COLUMNS, TYP.
TRANSVERSE BRACE, TYP.
TOP OF COLUMNS
ELEV. 705.67 FT
TOP OF CRANE SUPPORT BEAM
ELEV. 697.59 FT
TOP OF LOWER BRACE BEAMS
ELEV. 689.17 FT
TOP OF UPPER PLATFORM
ELEV. 678.42 FT
TOP OF MIDDLE PLATFORM
ELEV. 673.92 FT
TOP OF LOWER PLATFORM
ELEV. 668.67 FT
TOP OF FOUNDATION
ELEV. 651.67 FT
HOPPER PIT PER SN SERIES DRAWINGS
H E
N
IN
G E
R
P E
TOP OF ENCASEMENT (GRID LINES 1-3 AND 8)
ELEV. 658.33 FT
SHOWN IN SN SERIES DRAWINGS
COORDINATE WITH CONC. WALKWAY
ELEV. VARIES (APPROX. ELEV. 659),
TOP OF ENCASEMENT (GRID LINES 4-7)
(APPROX.)
GROUND ELEVATION
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12"0 5' 10'
"= 1'-0"16
3SCALE:
SO101
A
SCALE: 3/16" = 1'-0"
SECTION
1 2 3 4 5 6 7 8 9
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO302
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
H O
P P
E R
C R
A N
E F
R A
M E
M S
C H
O C
H
IS
H
L O
A D
IN
G
S Y
S T
E M
/1
/2
W N
R
T R
A N
S V
E R
S E
S E
C T
IO
N
S
TOP OF UPPER PLATFORM
ELEV. 678.42 FT
TOP OF LOWER PLATFORM
ELEV. 669.67 FT
TOP OF LOWER BRACE BEAMS
ELEV. 689.17 FT
TOP OF COLUMNS
ELEV. 705.67 FT
PLATFORM ACCESS STAIRS
CRANE MAINTENANCE PLATFORM
TOP OF CRANE SUPPORT BEAM
ELEV. 697.59 FT
ROOF
SN SERIES DRAWINGS
FOUNDATION PER
TOP OF MIDDLE PLATFORM
ELEV. 673.92 FT
PLATFORM ACCESS STAIRS
TOP OF CRANE OPERATOR PLATFORM
ELEV. 673.92 FT
TOP OF LOWER BRACE BEAMS
ELEV. 689.17 FT
PLATFORM
CRANE MAINTENANCE
PLATFORM
CRANE MAINTENANCE
ROOF
ROOF
TOP OF FOUNDATION
ELEV. 651.67 FT
HORIZ. BRACING
HORIZ. BRACINGHORIZ. BRACING
TOP OF FOUNDATION
ELEV. 651.67 FT
H E
N
IN
G E
R
P E
PER SN SERIES DRAWINGS
POST-SORT POOLS
PER SN SERIES DRAWINGS
POST-SORT POOLS
SHOWN IN SN SERIES DRAWINGS
COORDINATE WITH CONC. WALKWAY
ELEV. VARIES (APPROX. ELEV. 659),
TOP OF ENCASEMENT (GRID LINES 4-7)
ELEV. 658.50 FT
(GRID LINES 1-3 AND 8)
TOP OF ENCASEMENT
TOP OF CRANE SUPPORT BEAM
ELEV. 697.59 FT
TOP OF COLUMNS
ELEV. 705.67 FT
ELEVATION
APPROX. GROUND
ELEVATION
APPROX. GROUND
ELEVATION
APPROX. GROUND
D E
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12"0 5' 10'
"= 1'-0"16
3SCALE:
SO101
A
SCALE: 3/16" = 1'-0"
SECTION
SO101
B
SCALE: 3/16" = 1'-0"
SECTION
SO101
C
SCALE: 3/16" = 1'-0"
BA B A B A
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO401
R O
O F
S E
C T
IO
N
S A
N S
I F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
H O
P P
E R
C R
A N
E F
R A
M E
W6x20 ROOF BEAM W6x20 ROOF BEAM W6x20 ROOF BEAM
PER PLANS
COLUMN,
PER PLANS
LONG. BRACE
PER PLANS
LONG. BRACE PER PLANS
LONG. BRACE
PER PLANS
TRANS. BRACE,
PER PLANS
LONG. BRACE,
PER PLANS
LONG. BRACE,
TOP OF PURLIN
ELEV. 707.92 FT
W6x20 ROOF BEAM, TYP.
Z-PURLIN, 9ZS2.25x070, TYP.
PER PLANS
COLUMN,
PER PLANS
DIAG. BRACE
PER NOTES ON SO101
ROOF DECK,
W6x20 ROOF POSTW6x20 ROOF POST
Z-PURLIN, 9ZS2.25x070, TYP.
W6x20 ROOF POST
/1
/2
W N
R
PER PLANS
DIAG. BRACE
PER PLANS
DIAG. BRACE
F
IS
H L
O A
D
IN
G S
Y S
T E
M
M S
C H
O C
H
TOP OF COLUMNS
ELEV. 705.67 FT
H E
N
IN
G E
R
P E
RAIL PER SPECS
FALL PROTECTION
RAIL PER SPECS
FALL PROTECTION
RAIL PER SPECS
FALL PROTECTION
(5) Z-SECTION SPACED EQUALLY
C-SECTION EACH END
C-PURLIN
C-PURLIN
11"
D E
C
FOR MORE INFORMATION)
PER SPECS (SEE A/SO509
FALL PROTECTION RAIL
23'-4"11"
E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
ROOF NOT SHOWN FOR CLARITY)(
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
SIM.
SO101
A
SCALE: 3/8" = 1'-0"
ROOF SECTION
SO101
B
SCALE: 3/8" = 1'-0"
ROOF SECTION
SO501
SO501
SO501
SO501
SO501
SO501
B A
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO402
S T
A
IR
E L
E V
A T
IO
N
V
IE
W A
N S
I F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
/1
/2
W N
R
S
C H
O C
H
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
CRANE MAINTENANCE PLATFORM
GUARDRAILS, TYP
17'-0" REF 17'-0" REF 17'-0" REF 17'-0" REF
H E
N
IN
G E
R
P E
"4
1'-6
R
IS
E
R S
S P
A C
E D
E Q
U A
L L
Y
S P
A C
E D
E Q
U A
L L
Y R
IS
E
R S
R
IS
E
R S
S P
A C
E D
E Q
U A
L L
Y
"2
5'-7 "2
11'-44'-0" 7'-5"5'-7""2
7'-510'-6"
R
IS
E
R S
S P
A C
E D
E Q
U A
L L
Y
CIVIL DWGS.
ELEV. PER
"2
3'-4'-0" 2'-6" 6'-6"
LANDING2
11'-715 RISERS SPACED EQUALLY
12'-6"
LANDING
"2
4'-6
15 RISERS SPACED EQUALLY
12'-6"
LANDING
"2
7'-0
SPACED EQUALLY
6 RISERS
5'-0"
LANDING
"2
4'-7
14 RISERS SPACED EQUALLY
11'-8"
D E
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
LANDING
ELEV. 673.92 FT
LANDING
ELEV. 668.67 FT
ELEV. 657.55 FT
LANDING
ELEV. 697.63 FT
LANDING
ELEV. 685.92 FT
M C x2 8.
M C x2 8.
M C x2 8.
M C x2 8.
W10x33
W10x33
W10x33
W10x33
SIM, OPP.
OPP.
OPP.
OPP.
OPP.
OPP.
TOP OF FOOTING
SO201
SCALE: 3/8" = 1'-0"
STAIR ELEVATION
SO507
SO507
SO507
SO507
1 2 3 4 5
SO507
SO511
C
SO511
A
SO511
B
SO511
C
SO511
D
SO511
D
SO511
D
SO511
D
SO511
D
SO511
D
SO511
D
SO511
D
SO511
D
SO511
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
W x
GRATING BEARING BAR ORIENTATION GRATING BEARING BAR ORIENTATION
W x
W x
W x
W12x53
W8x24
W8x24
W8x24
W8x24
W12x53
W12x53
W x
W x
W x
C12x30
C12x30
W x
W x
W x
W8x24
21'-2" REMOVABLE
15'-0" REMOVABLE
15'-8" REMOVABLE
23'-4" 23'-4"
"4 16'-3 6'-0" 6'-2"
L A
N D
IN
G
9'-2"5'-4"
L A
N D
IN
G
4'-2" 4'-2"
5'-0"
1'-1"
R E
M O
V A
B L E
R E
M O
V A
B L E
1'-1" 1'-1"
10"
5'-0"4'-10"
10"
5'-0"
R E
M O
V A
B L E
R E
M O
V A
B L E
G A
T E
R E
M O
V A
B L E
10"10"
C L
R
"x8"x3'-0"8
PL
21'-2"
R E
M O
V A
B L E
R E
M O
V A
B L E
R E
M O
V A
B L E
21'-2"1'-1"
1'-1"
R E
M O
V A
B L E
G A
T E
6'-0" REMOVABLE TYP
6'-2"
1'-1"
R E
M O
V A
B L E
MC6x12
MC6x12
MC6x12
M C x .7
M C x .7
M C x .7
W12x53 M
C x .7
W x
W12x79
W x
W12x79
5'-0"
10" 10"
6'-2"6'-2"6'-0"
10" 10"
2'-7"4'-0" CLR2'-7"
4'-7"4'-7"5'-4"4'-10"
D
C
A
B
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 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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/2
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
O .d g n
SO403
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
H E
N
IN
G E
R P
E
M
IC
H A
E L P S
C H
O C
H P .E
M S
C H
O C
H
A D
V E
R T
IS
E
/1
/2
W
N
R
U P
P E
R A
N D M
ID
D
L E P
L A
T F
O R
M S
H O
P P
E R C
R A
N E F
R A
M E
F
IS
H L
O A
D
IN
G S
Y S
T E
M
3.
2. INTERIOR GUARDRAILS TO BE REMOVEABLE
NOT SHOWN FOR CLARITY
1. GRATING, GUARDRAILS, AND ACCESS STAIRS
NOTES:
3.
2. ALL INTERIOR GUARDRAILS TO BE REMOVEABLE
NOT SHOWN FOR CLARITY
1. GRATING, GUARDRAILS, AND ACCESS STAIRS
NOTES:
SIM
SCALE: 3/8" = 1'-0"
UPPER PLATFORM PLAN VIEW
SCALE: 3/8" = 1'-0"
UPPER PLATFORM PLAN VIEW
SCALE: 3/8" = 1'-0"
REMOVABLE LOWER PLATFORM PLAN VIEW
SCALE: 3/8" = 1'-0"
LOWER PLATFORM PLAN VIEW
B A
SO506
A
SO506
B
SO506
C
SO506
E
SO506
D
SO508
F
SO508
G
SO508
H
SO508
K
SO508
M
SO508
M
B A
AB
AB
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO404
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
H E
N
IN
G E
R
P E
M
IC
H A
E L
P S
C H
O C
H P
.E
/1
/2
W N
R
F
IS
H L
O A
D
IN
G S
Y S
T E
M
M
ID
D L
E P
L A
T F
O R
M H
O P
P E
R C
R A
N E
F R
A M
E
M S
C H
O C
H
17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0"
17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0"
6'-6" 4'-0" 6'-6"
15'-6" 15'-6" 15'-6" 15'-6"
HOLDERS
GUARDRAIL
EXTRA
SUPPORT, TYPE 6, PER
SUPPORT, TYPE 6, PERSUPPORT, TYPE 6, PERSUPPORT, TYPE 6, PER
REMOVABLE
16'-8"
REMOVABLE
16'-8"
SUPPORT, TYPE 6, PER
REMOVABLE
4'-7"
10'-8" REMOVABLE
R
E M
O V
A B
L E
R E
M O
V A
B L
E
REMOVABLE
16'-7"
REMOVABLE
16'-8"
REMOVABLE
16'-10"
GATE
2'-6"
4'-0" REMOVABLE
15'-6"
REMOVABLE
2'-6"
GATE
2'-6"
6'-8"LANDING
6'-6"
4" 4"
1'-4" 4" 4"
2" TYP.
9" TYP
17'-0"
1'-4"
R
E M
O V
A B
L E
REMOVABLE
6'-5"
9" TYP
D E
C
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
9" TYP
9" TYP 9" TYP
5'-0" 2'-6"2'-6"2'-8"2'-8"1'-8"
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12"0 5'
"= 1'-0"4
1SCALE:
EDGE OF BEAM
EDGE OF BEAM
MC10X28.5 MC10X28.5 MC10X28.5 MC10X28.5 MC10X28.5
W10X26 W10X26 W10X26 W10X26 W10X26
W
X
W
X
W
X
W12X79
W12X79
W12X53
W12X53
C
X
C
X
OPP
OPP
MC8X18.7
MC8X18.7
MC 8X18.7
W12X53
M C
X
M C
X
M C
X
M C
X
TYP TYP
ON "UPPER PLATFORM PLAN VIEW" ON SO403, UNO .
PLATFORM. USE SECTION CALLOUTS AS NOTED
4. MIDDLE PLATFORM SIMILAR FRAMING AS UPPER
3. GRATING BEARING BAR ORIENTATION.
2. INTERIOR GUARDRAILS TO BE REMOVEABLE.
NOT SHOWN FOR CLARITY.
1. GRATING, GUARDRAILS, AND ACCESS STAIRS
NOTES:
SCALE: 1/4" = 1'-0"
MIDDLE PLATFORM PLAN VIEW
SCALE: 1/4" = 1'-0"
MIDDLE PLATFORM PLAN VIEW
2 3 4 5 6 7 8
A
B
2 3 4 5 6 7 8
A
B
SO509
SO509
SO509
SO509
SO505
SO505
SO505
SO505
SO505
SO514
C
SO514
C
SO514
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO405
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
M S
C H
O C
H
A D
V E
R T
IS
E
/1
/2
W N
R
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
H E
N
IN
G E
R
P E
M A
IN
T
E N
A N
C E
P L
A T
F O
R M
G U
A R
D R
A
IL
S
4"
R
E M
O V
A B
L E
16'-8"
11'-4"
16'-8" REMOVABLE21'-6" REMOVABLE 16'-8" REMOVABLE 16'-8" REMOVABLE 16'-8" REMOVABLE 16'-8" REMOVABLE 16'-8" REMOVABLE 20'-6" REMOVABLE
16'-8" 16'-8"
G
A T
E
R
E M
O V
A B
L E
G A
T E
REMOVABLE
12'-0"
GATE
2'-5"
8"
REMOVABLE
12'-0"
GATE
2'-5"
8" 8"
REMOVABLE
12'-0"
GATE
2'-5"
8"
REMOVABLE
12'-0"
GATE
2'-5"
8"
REMOVABLE
12'-0"
GATE
2'-5"
REMOVABLE
12'-0" 8"
GATE
2'-5"
REMOVABLE
12'-0"
GATE
2'-5"
8"
REMOVABLE
12'-0"
GATE
2'-5"
8"
REMOVABLE
12'-0"
REMOVABLE
12'-0"
GATE
2'-5"
8"
REMOVABLE
12'-0"
REMOVABLE
12'-0"
REMOVABLE
12'-0"
GATE
2'-5"
8"
REMOVABLE
12'-0"
GATE
2'-5"
8"
REMOVABLE
12'-0"
GATE
2'-5"
8"
R
E M
O V
A B
L E
16'-5"
20'-6"
3"
2'-2"
21'-6"
GATE
2'-5"
8" GATE
2'-5"
8"
GATE
2'-5"
8"
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12"0 5' 10'
"= 1'-0"16
3SCALE:
AND FRAMING MUST BE LESS THAN 4" TYP.
1. CLEAR DISTANCE BETWEEN GUARDRAILS
NOTES:
B
A
1 2 3 4 5 6 7 98
1 2 3 4 5 6 7 8 9
B
A
SCALE: 3/16" = 1'-0"
CRANE MAINTENANCE PLATFORM - EXTERIOR GUARDRAILS
SCALE: 3/16" = 1'-0"
CRANE MAINTENANCE PLATFORM - INTERIOR GUARDRAILS
A
SO513
FRAME
PROTECTION
FALL
A
SO513
FRAME
PROTECTION
FALL
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
W6x20 POST
W6x20 ROOF BEAM
W6x20 POST
W6x20 ROOF BEAM
W6x20 POST
W6x20 ROOF BEAM
W6x20 POST
W6x20 POST
PLATE PER
W6x20 ROOF BEAM
PLATE PER
7"
2"3"2"
1/4
1/4
7"
2"2" 3" 2"
W6x20 POST
END OF FLANGES
TYP, EXCLUDES
W14x90
W14x90
W14x90
W14x90
" TYP.8
.8
.8
"2
"2
"4
"4
0.930"
.9
" TYP.8
14 GA.
14 GA.
1/4
A P
P R
O X
A
P P
R O
X
A P
P R
O X
" STIFFENER, TYP.8
" STIFFENER, TYP.8
" STIFFENER, TYP.8
" STIFFENER8
STIFFENER "8
NOTE: STIFFENERS ON BOTH SIDES
LINE 8 STIFFENERS ON BOTH SIDES.
NOTE: LINES 1-7 STIFFENERS ON WEST SIDE ONLY, NOTE: STIFFENERS ON BOTH SIDES
" STIFFENER8
"2
"2
"2
E Q
U A
L E
Q U
A L
" DIA. BOLT, TYP2
" X 0'-7" X 7"2
1PL
" DIA. BOLT, TYP2
" X 0'-7" X 6"2
1PL
D
C
A
B
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 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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
O .d g n
SO501
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
M
IC
H A
E L P S
C H
O C
H P .E
/1
/2
W
N
R
A D
V E
R T
IS
E
R O
O F D
E T
A
IL
S
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R C
R A
N E F
R A
M E
M S
C H
O C
H
FLANGE
EA. END OF
H E
N
IN
G E
R P
E
SO101
SCALE: 3" = 1'-0"
C-PURLIN
SO401
SCALE: 1-1/2" = 1'-0"
ROOF SUPPORT COLUMN
SO401
SCALE: 1-1/2" = 1'-0"
ROOF SUPPORT COLUMN
SO401
SCALE: 1-1/2" = 1'-0"
ROOF SUPPORT COLUMN
B
A
B
A
B
A
A
SCALE: 3" = 1'-0"
ROOF POST SECTION
B
SCALE: 3" = 1'-0"
ROOF POST SECTION
SCALE: 3" = 1'-0"
ROOF POST TOP PLATE
SCALE: 3" = 1'-0"
BEAM POST BASE PLATE
SO101
SCALE: 3" = 1'-0"
Z-PURLIN
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO502
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
/1
/2
W N
R
S
C H
O C
H H
E N
IN
G
E R
P
E
R O
O F
B R
A C
E C
O N
N E
C T
IO
N
D E
T A
IL
S
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
E Q
U A
L
E Q
U A
L E
Q U
A L
E Q
U A
L
2'-2"
3'-8"
1'-0"1'-8"1'-0"
1'-1"3"3"3"2"
2'-0"
"2
44"
"2
4"2
4"8
1'-6
"8
2'-7
"2
1"4
"4
DTL _
PLATE PER
T Y P3
1"
HSS10.000x0.375
CONN. PER
ROOF POST
HSS10.000x0.375
HSS10.000x0.375
HSS10.000x0.375
" PL2
1STIFFENER
W14x90
W14x90
" DIA BOLT4
W14x68 W14x90
W14x68
" DIA. S.C. BOLT TYP.4
"x1'-0"8 3L4x4x
"x1'-0" (TYP)8
L4x4x
" DIA. BOLT, TYP.4
3 "2
1 "2
4 "2
4 "2
2'-0"
"2
1 "2
4"2
4 "2
PLATE PER
CONN. PER
ROOF POST
PLATE PER _
" PLATE2
1" SNIPE, TYP.
PER DTL _
PLATE 1" THICK T&B
T Y P
TYP4"
" PLATE2
" PLATE2
" PLATE2
"43
8"
COL PER PLANS
1" DIA. SC BOLTS
"21
2'
(T
YP)7"
PLATE PER
PER
ROOF POST
" PLATE, TYP.2
3" DIA. TYP.
ROOF POST PER
PLATE PER , TYP.
" DIA. S.C. BOLT TYP.4
T Y P
"2
" DIA. BOLT, TYP.4
" DIA. S.C. BOLT, TYP.4
" DIA. S.C. BOLT, TYP.4
" DIA. S.C. BOLT, TYP4
OVERSIZED HOLE FOR
" DIA. S.C. BOLT4
FOR
STANDARD HOLE
" SNIP4
" X 24
" DIA. S.C. BOLT4
FOR
STANDARD HOLE
PER
PLATE BEYOND
W14 BEAM
"8
L4"X4"X
"8
L4"X4"X
3"
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
CJP
1/4
W14x68
1/4
TOP OF COLUMNS
ELEV. 705.67 FT
1/4
W x
SIDES
BOTH
1/4
1/4
1/4
TOP OF COLUMNS
ELEV. 705.67 FT
W x
THROUGH
OPP.
SCALE: 3"= 1'-0"
0 3" 6" 12"
THROUGH
(BEAM DOES NOT EXIST ON LINE 8-9)
W14x68
BEAM CL
THROUGH
1/4
1/4
7"
7"
TYP
1/4
1/4
7"
7"
1/4
TYP.
CJP
CJP
1) ALL HORIZONTAL BRACE CONNECTIONS UTILIZE SLIP CRITICAL BOLTS.
NOTE:
TYP
CJP,
D
SO501
A SO501
SO501
SO102
SCALE: 1-1/2" = 1'-0"
BRACE CONNECTION
B
SCALE: 1-1/2" = 1'-0"
BEAM CONNECTION
A
SCALE: 1-1/2" = 1'-0"
BEAM CONNECTION
D
SCALE: 1-1/2" = 1'-0"
BRACE CONNECTION
SO102
SCALE: 1-1/2" = 1'-0"
BRACE CONNECTION
C
SCALE: 1-1/2" = 1'-0"
BRACE SECTION
B
B
A
SO501
C
B
SCALE: 1-1/2" = 1'-0"
SIDE PLATE DETAIL
SCALE: 1-1/2" = 1'-0"
MIDDLE PLATE DETAIL
SCALE: 1-1/2" = 1'-0"
BRACING PLATE DETAIL
A
SCALE: 3" = 1'-0"
BRACING PLATE DETAIL
SO503
A
E
E
E
SCALE: 1-1/2" = 1'-0"
DETAIL
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO503
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
/1
/2
W N
R
A M
E C
O N
N E
C T
IO
N
D E
T A
IL
S
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
W18x192 COLUMN W18x143 COLUMN
M S
C H
O C
H H
E N
IN
G
E R
P
E
PLATE 1" THK.
W14x90
W14x68
1" DIA. SC BOLTS, TYP.
" PLATE4
3SIDE,
STIFFENERS, EA.
W14x68
"2
6"
9"
T Y
P
T Y
P
" PLATE4
6"
"2
T Y
P
T Y
P
9"
" PLATE4
6"
"2
T Y
P
T
Y P
9"
" 3 T
Y P
6"
TYP
"2
TYP
"2
6"
T
Y P
TYP
"2
6"
T
Y P
EA. SIDE
" PLATE2
EA. SIDE
" PLATE4
BOLTS, TYP
" DIA.4
BOLTS, TYP
" DIA.4
BOLTS, TYP
" DIA.4
BOLTS, TYP
" DIA.4
BOLTS, TYP
" DIA.4
"4
1"2
6"4
"4
W14x68
PLATE PER
W18x192 COL
W14x90 (BEYOND)
W14x90
W14x68
" PLATE8
"2
10"
" PLATE8
T Y
P
"2
T
Y P
PLATE
ALIGN CL WITH 1-1/8"
" STIFFENER PLATE4
3"
"2
W21x101
W21x101
W14x68
3/4" STIFFENER PLATE
3/4" STIFFENER PLATE
" STIFFENER PLATE4
FLANGE
ALIGNED WITH BEAM
" STIFFENER PLATE4
PLATE PER
W14x68
ON OPP SIDE
" PLATE8
WITH 1
PLATE ALIGNED
" STIFFENER4
W18x192
1" DIA. SC BOLTS, TYP.
W21x101
" THK.8
1PLATE 1
T Y
P
"4
1 "4
1"2
TYP
1'-11"
EQ.EQ.
EQ.EQ.
EA. SIDE
" PLATE2
EA. SIDE
" PLATE2
EQ.EQ.
W18x143W18x119 W18x192
2"
"2
COL PER PLANS
W18X192
1'-11" (TYP)
10"
"2
WITH 1" PALTE OPP SIDE
" STIFFENER PLATE ALIGNED4
BEAM FLANGE
ALIGNED WITH W14
" STIFFENER PLATE4
PLATE, TYP.
" STIFFENER4
COL PER PLANS
10"
PLATE (TYP)
" STIFFENER4
PLATE PER
BOLTS, TYP
" DIA.4
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
LINE TO ADJACENT COLUMN
DISTANCE TO REF.
LINE TO ADJACENT COLUMN
DISTANCE TO REF.
OPP OPP
CL BEAM
TOP OF COLUMNS
ELEV. 705.67 FT
TOP OF COLUMNS
ELEV. 705.67 FT
1/4
SIM.
OPP
ELEV. 689.17'
ELEV. 689.17'
1/4
TYP
1/4
1/4
TYP
SO102
SCALE: 1-1/2" = 1'-0"
W18x192 COLUMN OFFSET
SO102
SCALE: 1-1/2" = 1'-0"
W18x143 COLUMN OFFSET
SO102
SCALE: 1-1/2" = 1'-0"
LOWER BRACE CONNECTION
SO102
SCALE: 1-1/2" = 1'-0"
TOP BRACE CONNECTION
A
SCALE: 1-1/2" = 1'-0"
SECTION
B B
B
B
A A
SO102
SCALE: 1-1/2" = 1'-0"
W18x143 COLUMN SPLICE
SO102
SCALE: 1-1/2" = 1'-0"
W18x192 COLUMN SPLICE
SO102
SCALE: 1-1/2" = 1'-0"
W18x119 COLUMN SPLICE
B
SCALE: 1-1/2" = 1'-0"
SECTION
B A
A
SO502
SO102
E
SCALE: 1-1/2" = 1'-0"
SECTION
SO502
B B
B
A
C
D
E
C
SCALE: 1-1/2" = 1'-0"
SECTION
D
SCALE: 1-1/2" = 1'-0"
SECTION
SO502
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO504
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
H O
P P
E R
C R
A N
E F
R A
M E
M
IC
H A
E L
P S
C H
O C
H P
.E
PL 1"x1'-5"x11"
SUPPORT BEAM
W12x87 RAIL
/1
/2
W N
R
@2'-10" O.C.
WELDABLE CLIP
RUBBER PAD
ELASTOMERIC PAD
ASCE 60 CRANE RAIL
PER
GRATING SUPPORT PL
QTY. 16
CORBEL PER _
PER
STIFFENER
"2
1'-2
1"
COLUMN
WELDABLE CLIP, TYP. CRANE RAIL
SUPPORT BEAM
W12x87 RAIL
C R
A N
E R
A
IL
S U
P P
O R
T C
O N
N E
C T
IO
N
S
M S
C H
O C
H
F
IS
H L
O A
D
IN
G S
Y S
T E
M
"2
8"8"
GRATING SUPPORT BAR
SUPPORT BEAM
W12x87 RAIL
GRATING SUPPORT BAR
1'-5"
"2
8"
H E
N
IN
G E
R
P E
EXPANSION JOINT
RAIL SPLICE
ATTACH PER MANUF.
SPLICE PLATE
PER MANUF.
EXPANSION PLATE
11"
"4
3"2
4"4
SPACED AS SHOWN IN
" 2
GUARDRAIL STIFFENER PL
GRATING
11"
" 5"
10"
15'-11"
TYP
"4
1'- "2
SEE
STIFFENER
GUARDRAIL
STIFFENER
GUARDRAIL
STIFFENER
GUARDRAIL
STIFFENER
GUARDRAIL
4"
" DIA. SC BOLT4
3FOR
OVERSIZED HOLE
" DIA. SC BOLT, TYP.4
SPACED @ 1'-5"
" 2
1STIFFENER PL
" SNIPE2
" GUSSET, TYP8
5PL
1" SNIPE
" EA. SIDE2
1PL
" GUSSET8
5PL
"2
1PL
" TYP2
1R
1" TYPR
"2
1"2
1 8"
WHERE REQUIRED
" DIA. BOLT,2
" DIA. SC BOLT, TYP4
SPLICE LOCATIONS ONLY
" STIFFENERS AT2
TYP
8"
" TYP2
1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"
PLATE PER
GRATING SUPPORT
"2
" GRATING2
SHEET
DETAIL A ON THIS
CRANE CORBEL PER
"2
12""2
1"2
12""2
1'-5"2'-10"2'-10"2'-10"2'-10"2'-10"1'-5"
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: 3"= 1'-0"
0 3" 6" 12"
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
CENTER-TO-CENTER RAILS
20'-0"
TOP OF SUPPORT BEAM
ELEV. 697.59 FT
AFTER FABRICATION
1. STRESS RELIEVE CORBEL
NOTES:
FACE-TO-FACE COLUMN
21'-8"
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
1/4
1/4
JOINT @ 26' MAX
EXPANSION
" 4
1NOTE: PROVIDE
WHERE NEEDED
RAIL SPLICE
NOTE: PROVIDE
12"
SCALE: 1"= 1'-0"
6" 0 1'
1/4
TYP.
1/4
TYP
" FROM WEB CL2
1PLATE 2
ONLY WELD SECTION OF
CJP
CONNECTION PER
NOTE: GUARDRAIL TO STIFFENER
SCALE: 3" = 1'-0"
CORBEL SIDE
SCALE: 3" = 1'-0"
CORBEL FRONT
SCALE: 3" = 1'-0"
CORBEL TOP
SCALE: 3" = 1'-0"
STIFFENER
SCALE: 6" = 1'-0"
CRANE RAIL DETAIL
SO103
A
SCALE: 1-1/2" = 1'-0"
CRANE RAIL CORBEL
SO103
J
SCALE: 6" = 1'-0"
BEAM SPLICE
SCALE: 1" = 1'-0"
RAIL PLAN VIEW
SCALE: 1" = 1'-0"
GRATING SUPPORT PLATE
SCALE: 1" = 1'-0"
STIFFENER SPACING
SCALE: NTS
RAIL EXPANSION JOINT
SCALE: NTS
RAIL SPLICE
SO509
SO504
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO505
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
P O
R T
L A
N D
O
R E
G O
N
/1
/2
W N
R
N
IN
G
E R
P
E
P L
A T
F O
R M
D E
T A
IL
S
F
IS
H L
O A
D
IN
G S
Y S
T E
M
H O
P P
E R
C R
A N
E F
R A
M E
M S
C H
O C
H
LENGTH
H E
IG
H
T
W8x24
W8x24
W8x24
W8x24
W8x24
" DIA. BOLT, TYP.8
" DIA. BOLT, TYP.8
" DIA. BOLT, TYP.8
" PLATE2
" PLATE2
" PLATE2
KNEE BRACE PER DTL.
MC10x28.5 MC10x28.5
MC10x28.5
KNEE BRACE PER DTL.
E Q
U A
L
MC10x28.5
MC10x28.5
E Q
U A
L
TOP AND BOT.
COPE BEAM
COPE BEAM
TOP AND BOT.
COPE BEAM
3"
TOP ONLY
COPE BEAM
"2
TOP AND BOT.
COPE BEAM
8"
"2
1 "2
15"
"2
1 "2
1"2
"2
"2
1 "2
15"
8"
MC10x28.5
"2
3"
"2
"2
3"
3"
"2
3"
E Q
U A
L E
Q U
A L
GUARDRAIL, TYP.4
1L3x3x
"4
L3x3x
, TYP.4
1L3x3x
TYP.
"4
W18x119
SUPPORT BEAM
CRANE RAIL
GRATING
W12x53
GRATING
RAIL SUPPORT BEAM
END OF CRANE
"2
5"
PL PER DTL. -
PL PER DTL. -
PL PER DTL. -
1"
E Q
U A
L E
Q U
A L
X
"4
WELDING.
SHEET FOR SIZE AND
DETAIL G ON THIS
1/2" STIFFENER, SEE
"2
C8x13.5
MC10x28.5
C8x13.5
" PLATE8
TYP
" DIA. BOLT,8
W12x53
C8x13.5
CRANE STOP PER KTR
COL (BEYOND)
SUPPORT BEAM
CRANE RAIL
CORBEL PER SO504
CORBEL PER SO504
" DIA. BOLT, TYP.8
W12x53
BEAM
CRANE SUPPORT
FACE OF COLUMN
W/ PLATE
STIFFENER, ALIGNED
" PLATE2
W12x53
MC10x28.5
" PLATE2
W12x53
W18x119
" DIA. BOLT, TYP.8
TYP
" DIA. BOLT,8
" DIA. BOLT, TYP.8
" DIA. BOLT, TYP.8
" DIA. BOLT, TYP.8
5'-0"
5/8" DIA. BOLT, TYP
SUPPORT BEAM
CRANE RAIL
" PLATE2
SUPPORT BEAM
CRANE RAIL
GRATING
" STIFFENER2
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
12"
SCALE: 1"= 1'-0"
6" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
TOWARDS COLUMN
TOWARDS GROUND
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
SO103
A
SCALE: 1-1/2" = 1'-0"
SECTION
B
SCALE: 1-1/2" = 1'-0"
SECTION
SO404
SCALE: 1" = 1'-0"
KNEE BRACE DETAIL
B
SCALE: 3" = 1'-0"
PLATE DETAIL
SCALE: 3" = 1'-0"
PLATE DETAIL
SCALE: 3" = 1'-0"
PLATE DETAIL
SO103
C
SCALE: 3" = 1'-0"
CORNER SECTION
D
D
SCALE: 3" = 1'-0"
CORNER SECTION
SCALE: 3" = 1'-0"
CORNER PLAN
C
SO103
E
SCALE: 1" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
CONN. DETAIL
SCALE: 3" = 1'-0"
CONNECTION DETAIL
G
SO103
F
SCALE: 1-1/2" = 1'-0"
SECTION
G
SCALE: 1-1/2" = 1'-0"
SECTION
J
SCALE: 1" = 1'-0"
CONN. SECTION
J
SCALE: 1-1/2" = 1'-0"
CONN. DETAIL
SO103
H
SCALE: 1" = 1'-0"
SECTION
ANGLE IS REQ'D
MC IS NOT CONT. ONLY ONE
NOTE: GRID LINES 1 AND 9 WHERE
FOR CLARITY
NOTE: GRATING NOT SHOWN
RAIL SUPPORT BEAM
ELEV. 697.59 FT TOP OF CRANE
DETAIL
NOTE: USE TABLE WITH
TOP OF GRATING
ELEVATION
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
M S
C H
O C
H H
E N
IN
G
E R
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO506
P L
A T
F O
R M
D E
T A
IL
S
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
F
IS
H L
O A
D
IN
G S
Y S
T E
M
M
IC
H A
E L
P S
C H
O C
H P
.E
H O
P P
E R
C R
A N
E F
R A
M E
/1
/2
W N
R
PL PER
W8x24
W8x24
W12X53
W8X24
5/8" DIA. BOLT, TYP
W10X26
W8X24
W12X53
W8X24 W8X24
W12X53
W12X53
5/8" DIA. BOLT, TYP
W12X53
" GRATING2
W8X24 W8X24 W12X53
W12X53
" GRATING2
1 1/2" GRATING
W12X53
W12X53 W12X53
W12X53
5/8" DIA. BOLT, TYP
3/8" PL
TOP
COPE BEAM
TOP AND BOT.
COPE BEAM
1" X 45° CHAMFER, TYP
TOP
COPE BEAM
TOP AND BOT.
COPE BEAM
DETAIL
PL PER
3'-4""4
2'-10
W8x24
3"
3"
"2
" PLATE8
3 "2
"2
"2
" DIA. BOLT, TYP8
" PL8
" GRATING2
W8x24
" GRATING2
3/8" PL
"2
PLANS
COLUMN PER
PLANS
COLUMN PER
" GRATING2
1" X 45° CHAMFER, TYP
"2
" PL2
5/8" DIA. BOLT, TYP
W12x53
" GRATING2
W12X53
W12X53
ALIGNED W/ PLATE
3/8" STIFFENER,
ALIGNED W/ PLATE
3/8" STIFFENER,
3"
COL. PER PLANS
W12x53 x2 xL32
L3
" DIA. BOLT, TYP.8
" DIA. BOLT, TYP.8
, TYP.4
1x2
1xL32 1L3
W12x53
COL. PER PLANS
W12x79
W12x53 OR
W12x53 OR W12x79
W12x53 OR W12x79 W12x53 OR W12x79
"x8"x3'-0"8
3PL
" GRATING2
W8x24
" PLATE8
3 2"
"2
" DIA. BOLT, TYP.2
3"
"2
W/ PLATE
STIFFENER, ALIGNED"8
W/ PLATE
STIFFENER, ALIGNED
W/ PLATE
STIFFENER, ALIGNED"8
W/ PLATE
" STIFFENER, ALIGNED8
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: 3"= 1'-0"
0 3" 6" 12"
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1' 12"
SCALE: 1"= 1'-0"
6" 0 1'
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
SHOWN FOR CLARITY
NOTE: RAILING AND GRATING NOT
CL
CL
1/4
OPP.
OPP.
OPP.
1/4
1/4
SO403
A
SCALE: 1" = 1'-0"
PLATFORM SECTION
SO505
SO403
B
SCALE: 1/2" = 1'-0"
SECTION
SCALE: 1 1/2" = 1'-0"
DETAIL
SCALE: 1 1/2" = 1'-0"
DETAIL
SO403
C
SCALE: 1/2" = 1'-0"
SECTION
SO403
D
SCALE: 1" = 1'-0"
SECTION
SO403
E
SCALE: 1" = 1'-0"
SECTION
BB
2 1
B
B A
B
G
G
G
SCALE: 1 1/2" = 1'-0"
SECTION
G
G
G
G
H
SCALE: 1 1/2" = 1'-0"
SECTION
SCALE: 1 1/2" = 1'-0"
DETAIL
I
I
H
I
I
I
SCALE: 1 1/2" = 1'-0"
SECTION
SCALE: 1 1/2" = 1'-0"
DETAIL
SCALE: 1 1/2" = 1'-0"
DETAIL
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO507
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
/1
/2
W N
R
S
C H
O C
H H
E N
IN
G
E R
P
E
S T
A
IR
D E
T A
IL
S
H O
P P
E R
C R
A N
E F
R A
M E
F
IS
H L
O A
D
IN
G S
Y S
T E
M
AND BOTTOM NUT
BETWEEN WASHER
DOUBLE NUT, 1/8" GAP
"x7"x2"2
ELASTOMERIC PAD
MC10x28.5
CAST-IN-PLACE THREADED ROD
" DIA. HDG 4
"x4"8 5"x0'-78
3PL
MC10x28.5
MC10x28.5
KNEE BRACE
KNEE BRACE
MC10x28.5
MC10x28.5
"x1'-1"x4"8
PL
"x2"x4"8
PL
PER _
"4 3"x5"x38
3PL
SHEAR TAB
PER
SHEAR TAB
" DIA. BOLT, TYP.8
PER _
ATTACHMENT PLATE
MC10x28.5
"x4"x2"8
3PL
"x1'-1"x4"8
PL
MC10x28.5
W8x24
6"
"4
"2
PL
" DIA. BOLT8
MC10x28.5
ALIGNIED w/ EDGES OF
" PLATE)8
STIFFENERS (
W8x24
"x6"x4"8
PL
0"
MC6x12
5" 1" X 45° CHAMFER, TYP
A S
R E
Q 'D
4"
VARIES
"x4"2 1"x88
3PL
WASHER
" O.D. OVERSIZED2
4'-0"
FILLER
" PREFORMED 2
AT ELEV 697.63 FT
STRINGER NOT PRESENT
"4
" DIA. BOLT TYP.8
PL PER
2'-7""4
W8x24
4'-0"
6'-6"
4'-0"
"2
"4
STRINGER PER
MIDDLE PLATFORM
"x0'-8"x4"8
3PL
"x0-8"x4'-4"2
1PL
PER SO510
CONC. FOOTING
" DIA. BOLT, TYP.8
"2
"4
END OF MC
"x6"x11" @8
PL
PLATE PER
PLATE PER PLATE PER
"2
SHOWN ON PLANS
PROVIDE WHERE
" STIFFENER8
ATTACHMENT PLATE
ALIGNED w/
" STIFFENER8
AS REQ'D, TYP.
COPE BEAM
2" �
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
W12x53
3/16
W12x53
MC10x28.5
MC10x28.5 MC10x28.5
W x
W x
W x
W x
W10x26
W10x26
W x
W x
W x
W x
MC6x12
MC10x28.5
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1' 12"
SCALE: 1"= 1'-0"
6" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
3/16 3/16
3/16
BOTH STRINGER
NOTE: SIM.
TYP.
3/16
TYP.
3/16
3/16
3/16
NOTE: SEE SECTION D FOR INFORMATION NOT SHOWN
SO507
A
B
B
B
B
S0402
SCALE: 3/4" = 1'-0"
LANDING @ ELEV. 697.63
S0402
SCALE: 3/4" = 1'-0"
LANDING AT ELEV. 685.92 FT
S0402
SCALE: 3/4" = 1'-0"
ELEV. 657.42 FT
FOOTING @
S0402
SCALE: 3/4" = 1'-0"
LANDING AT ELEV. 673.92 FT
S0402
SCALE: 3/4" = 1'-0"
LANDING AT ELEV. 668.67 FT
C
D
C
D
C
E
D
SCALE: 1 1/2" = 1'-0"
SECTION
B
SCALE: 1 1/2" = 1'-0"
SECTION
C
SCALE: 1 1/2" = 1'-0"
SECTION
A
SCALE: 1 1/2" = 1'-0"
SECTION
SCALE: 1 1/2" = 1'-0"
DETAIL
SCALE: 1 1/2" = 1'-0"
DETAIL
SCALE: 1 1/2" = 1'-0"
DETAIL
E
SCALE: 1 1/2" = 1'-0"
SECTION
SO509
SO510
A
A
A A
A
SCALE: 3" = 1'-0"
DETAIL
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
M S
C H
O C
H H
E N
IN
G
E R
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO508
P L
A T
F O
R M
D E
T A
IL
S
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
F
IS
H L
O A
D
IN
G S
Y S
T E
M
M
IC
H A
E L
P S
C H
O C
H P
.E
H O
P P
E R
C R
A N
E F
R A
M E
/1
/2
W N
R
W12X79
W12X53
W12X79 C12X30
" GRATING2
1 1/2" GRATING
C12X30
MC6X12 MC6X12 MC6X12
W12X53
C12X30 C12X30
1" X 45° CHAMFER, TYP
3/8" STIFFENER, TYP
TOP
COPE BEAM
4"
"2
3"
TOP AND BOT.
COPE BEAM
1" X 45° CHAMFER, TYP
E Q
U A
L E
Q U
A L
" DIA. BOLT, TYP4
4"
MC 8 X 18.7
" GRATING2
" PL8
" PL8
" GRATING2
" GRATING2
W8X24
" STIFFENERS, TYP8
1 1/2" GRATING
3'-7"10""2
2'-4'-1""2
2'-10"3'-7"
2"
"2
MC8x18.7
" DIA. BOLT, TYP.8
C12X30 "2
" DIA. BOLT, TYP.8
MC8x18.7
MC8x18.7
W12x79
W12X79
" PL2
" STIFFENER, TYP2
W12X79 W12X79
" GRATING2
W12x53
" GRATING2
MC6x12
COPE BEAM AS REQUIRED
" PLATE8
2"1"
" GRATING2
WITH MC10x28.5 (OPP. SIDE)
PLATFORM ONLY) ALIGNED
" STIFFENER (MIDDLE8
2"
" DIA BOLT8
2"
1"
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SIM
1/4
1/4
*DIMENSIONS MIRRORED ON OPP SIDE
1/4
TYP
12"
SCALE: 1"= 1'-0"
6" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
1/4
1/4
TYP
1/4
1/4
SIM
OPP.
OPP.
OPP.
OPP.
3/16
1 1
SO403
F
SCALE: 1" = 1'-0"
PLATFORM SECTION
SO506
SO403
H
SCALE: 1" = 1'-0"
PLATFORM SECTION
SO403
G
SCALE: 1" = 1'-0"
PLATFORM SECTION
SO403
K
SCALE: 3" = 1'-0"
PLATFORM SECTION
A
A
SCALE: 3" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
DETAIL
B
SCALE: 3" = 1'-0"
SECTION
SO506
G
SCALE: 3" = 1'-0"
SECTION
SO403
M
SCALE: 1" = 1'-0"
PLATFORM SECTION
E
E
SCALE: 3" = 1'-0"
SECTION
2 1
2 1
B A
B
SO506
SO506
SO506
SO506
I
SO506
I
SO506
I
SO506
G
SO506
I
G
G
G
SO506
SO506
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
O .d g n
SO509
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
M
IC
H A
E L
P S
C H
O C
H P
.E
/1
/2
W N
R
S
C H
O C
H H
E N
IN
G
E R
P
E
P L
A T
F O
R M
A N
D F
A L
L P
R O
T E
C T
IO
N
D E
T A
IL
S
H O
P P
E R
C R
A N
E F
R A
M E
F
IS
H L
O A
D
IN
G S
Y S
T E
M
6'-0" MAX
FALL PROTECTION RAIL
BEAM CLAMP, TYP.
RAIL
FALL PROTECTION
ROD, TYP.
ADJUSTABLE
PLATE, TYP.
FALL PROTECTION
SUPPORT
FALL PROTECTION
SUPPORT
FALL PROTECTION
3/8" PL
MC10X28.5
GUARDRAILS, TYP
MC10X28.5
W12X53
MC10X28.5
1/2" PL
PER DTL
TIE-OFF POINT
PROTECTION
FIXED FALL
TOP OF COLUMN
6'-0" MAX
RECOMMENDATION
PER MANUF.
WELD TO COLUMN
BEAM PER PLANS
PLANS
COL. PER
MC10X28.5
W12X79
3/8" PL
MC10X28.5
HANDRAIL
HANDRAIL
W12X53
POSTS
2" PIPE X-STRONG.
RAILINGS
2" PIPE STANDARD.
" PIPE X-STRONG. POSTS2
" PIPE STANDARD, RAILINGS2
RAILING PER PLANS
" STD2
PIPE 2
" DIA. HDG BOLT2
TOP OF GRATING
" PLATE4
" DIA. BOLT, TYP.2
" PIPE STD.2
ONLY
FOR FIXED SECTIONS
" DIA. HDG BOLT2
SECTIONS ONLY
FOR REMOVABLE
" DIA. HDG BOLT2
4"
GUARDRAIL TYP.
GUARDRAIL TYP.
"8
4'-10
2"
SHEAR TAB INFORMATION
SEE 1/SO508 FOR
21'-2"
3'-3"3'-3" 14'-8"3" 3"
6"
"8
"4
3'-11"2
"2
"4
4'-3 EQ EQ
"4
"2
1'-5"
E Q
U A
L L
Y S
P A
C E
D T
R E
A D
S
1"
" PLATE8
SEE G/SO508 FOR CONNECTION
MC10X28.5
"2
3"
5/8" PL
PLATE DIMENSIONS
SEE 9/SO507 FOR
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
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 A
T E
F
IL
E N
U M
B E
R
S I Z
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
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'12"
SCALE: 1"= 1'-0"
6" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
3/16
PLATFORM
TOP OF UPPER
ELEV. 678.42 FT
PLATFORM
TOP OF MIDDLE
ELEV. 673.92 FT
PLATFORM
TOP OF UPPER
ELEV. 678.42 FT
PLATFORM
TOP OF MIDDLE
ELEV. 673.92 FT
1/4
3/16
PROTECTION SYSTEM.
HORIZONTAL RAIL FALL
REQUIREMENTS FOR
- SEE SPECIFICATIONS FOR
FOR BIDDING PURPOSES
2) ARRANGEMENT SHOWN
FLANGE.
COMPATIBLE WITH BEAM
BEAM CLAMP THAT IS
FRAMING. ATTACH WITH
SYSTEM TO STRUCTURAL
FALL PROTECTION RAIL
1) PROVIDE ATTACHMENT TO
NOTES:
1/4
SIM
T
O P
O F
R A
IL
IN
G
, OPP
1/4
MANUFACTURED FOR FALL PROTECTION.
COVERAGE AREA. CONTRACTOR TO PROVIDE RAIL SYSTEM REGULARLY
3) INFORMATION AND DIMENSIONS SHOW FOR BIDDING AND TO SHOW REQUIRED
2) PROVIDE RAILS IN ACCORDANCE WITH SPECIFICATION 11 24 29.00 25
1) PROVIDE (1) RAIL BETWEEN EACH PAIR OF TRANSVERSE COLUMNS, 8 TOTAL.
NOTES:
TOTAL.
AT EACH COLUMN, 16
3) PROVIDE ONE ANCHOR
RECOMMENDATION
MANUFACTURER
COLUMN PER
2) WELD TO STRUCTURAL
FOR THE PURPOSE.
MANUFACTURERD
REGULARLY
TIE OFF POINT THAT IS
PROTECTION ANCHOR
1) PROVIDE FIXED FALL
NOTES:
1/4
END PLATES
REGARDING STAIR STRINGER
INFORMATION NOT SHOWN
NOTE: SEE C/SO507 FOR
SCALE: 1" = 1'-0"
ALUMINUM GUARDRAIL DETAILS
B
B
SCALE: 1" = 1'-0"
SECTION
SO401
A
SCALE: 1" = 1'-0"
FALL PROTECTION RAIL ELEVATION
SO404
SCALE: 3/4" = 1'-0"
DETAIL
D
SCALE: 3/4" = 1'-0"
SECTION
C
D
E
F
C
SCALE: 3/4" = 1'-0"
SECTION
B
B
E
SCALE: 1" = 1'-0"
SECTION
F
SCALE: 1" = 1'-0"
SECTION
SCALE: 1" = 1'-0"
STEEL GUARDRAIL DETAILS
SCALE: 1" = 1'-0"
DETAIL
SCALE: 1" = 1'-0"
DETAIL
G
G
G
SCALE: 1" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
SOCKET BASE DETAIL
A
SO504
SCALE: 3" = 1'-0"
CONNECTION
GUARDRAIL TO STIFFENER
SCALE: 1" = 1'-0"
COLUMN PER PLANS
COLUMN PER PLANS
COLUMN PER PLANS
EDGE OF FOUNDATION
STAIR FOUNDATION
COLUMN PER PLANS
3'-2"
STAIR FOUNDATION
COLUMN PER PLANSCOLUMN PER PLANS
3'-2"
E Q
U A
L E
Q U
A L
2'-10"
EQUALEQUAL
2'-4"
COLUMN PER PLANS
" PREFORMED FILLER2
CIVIL DRAWINGS
CONC. SLAB PER
E Q
U A
L E
Q U
A L
EQUALEQUAL
E Q
U A
L E
Q U
A L
"8
2'-
" "8
JOINT FILLER MATERIAL
" PREFORMED COMPRESSIVE2
4'-4"
EMBED 6" (TYP)
" ANCHOR BOLT, 2
1Ø
"4
" PLATE2
(BEYOND)
EDGE OF ENCASEMENT
2" 6"
"8
"2
5'-0"
3'-2"
8"1'-6"1'-6"8"
(TYP ALL COLUMNS)
JOINT FILLER MATERIAL
" PREFORMED COMPRESSIVE2
FOUNDATION PER SN SERIES DRAWINGS
SN SERIES DRAWINGS
FOUNDATION PER
SN SERIES DRAWINGS
FOUNDATION PER
PL 2" X 1'-8" X 2'-4"
" X 3" HDG BOLT4
3 Ø
GROUT 1" MAX
ENGINEERED BACKFILL
(TYP ALL COLUMNS)
JOINT FILLER MATERIAL
" PREFORMED COMPRESSIVE2
JOINT FILLER MATERIAL
" PREFORMED COMPRESSIVE2
JOINT FILLER MATERIAL
" PREFORMED COMPRESSIVE2
JOINT FILLER MATERIAL
" PREFORMED COMPRESSIVE2
SN SERIES DRAWINGS
CONC. SLAB PER
CONCRETE
UNREINFORCED
(BETWEEN POST-SORT POOLS)
UNREINFORCED CONCRETE
CONC. ENCASEMENT
3"
EXTEND INTO PEDESTAL
#10 THREADED REBAR,
FOR MECHANICAL SPLICE.
PROVIDE SUFFICIENT STICK UP
SEE SO701
#10 THREADED BAR,
D E
C
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
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PORTLAND DISTRICT
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SO510
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H A
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DRAWING PLOT SIZE: $BORDER$
D
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A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
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D A
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F
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IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
ELEV. 658.50'
ELEV. 657.55'
ELEV. 651.67'ELEV. 651.67' ELEV. 651.67'
FOR CLARITY
NOTE: STAIRS NOT SHOWN
3/8
12"
SCALE: 1"= 1'-0"
6" 0 1'
SN SERIES DRAWINGS
MATCH WALKWAY PER
ELEV. VARIES
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
ELEV. 658.50
DRAWINGS
ELEV. PER CIVIL
5/8
TYP.
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
1 1
1 1 1
SCALE: 1/2" = 1'-0"
PEDESTAL TYPE "A"
SCALE: 1/2" = 1'-0"
PEDESTAL TYPE "B"
SCALE: 1/2" = 1'-0"
PEDESTAL TYPE "C"
SO104
A
SCALE: 1" = 1'-0"
PEDESTAL TYPE "A"
SO104
B
SCALE: 1" = 1'-0"
PEDESTAL TYPE "B"
SO104
C
SCALE: 1" = 1'-0"
PEDESTAL TYPE "C"
SO701
B
SO701
C
SO701
A
SO701
A
SCALE: 1 1/2" = 1'-0"
BASE PLATE PLAN VIEW
SCALE: 1 1/2" = 1'-0"
BASE PLATE PLAN VIEW
SCALE: 1 1/2" = 1'-0"
STAIRS BASE PLAN VIEW
W10x33
W8x24
W8x24
2'-10"2'-6"
PL PER
PL PER
"2 15'-1
"2 12'-11
W8x24
PL PER
"2 15'-1
8"4'-8"8"4'-8"
12"
SCALE: 1"= 1'-0"
6" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
W12x53
W10x33
W8x24
COPE TOP OF BEAM
W8x24
COPE BEAM
"2
"2
" DIA. BOLT, TYP.8
" PLATE8
1/4
" DIA. BOLT, TYP.8
" PLATE8
1/4
COPE TOP OF BEAM
W8x24
3"
2"
PER SO403
FRAMING
10"
1/4
", TYP.4
1L3x3x
W10x33
"2 12 "2
"2
1/4
" DIA. BOLT, TYP.8
" PLATE, TYP.8
D
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A
B
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D W
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C K
D B
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D E
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N E
D B
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D A
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F
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U M
B E
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IT
T E
D B
Y
P L
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C A
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P L
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
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US Army Corps
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D A
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D A
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D A
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D A
T E
D A
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A R
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P S O
F E
N G
IN
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R S
P O
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P O
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IS
T R
U
L T F
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H F
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P G
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A M A
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V O
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SO511
A N
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N
R
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V E
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IN
G S
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M
H O
P P
E R C
R A
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R A
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C H
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H H
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IN
G E
R P
E
S T
A
IR
D
E T
A
IL
S
SHOWN FOR CLARITY)
SIM. BOLT PATTERN (NOT
NOTE: BOLT HOLES TO WEB OF BEAM
TYP.
SO402
A
SCALE: 1" = 1'-0"
SECTION
SO402
B
SCALE: 1" = 1'-0"
SECTION
SO402
D
SCALE: 3" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
DETAIL
SO505
SO505
SO505
SO505
SCALE: 3" = 1'-0"
DETAIL
SO402
C
SCALE: 1" = 1'-0"
SECTION
SO505
SO505
SCALE: 3" = 1'-0"
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
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N D
O
R E
G O
N
P O
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U
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F
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H F
A C
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P G
R A
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D A
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D X
F .1
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O .d g n
SO512
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S Y
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"8
7'-3
2""2
1'-5
W8x24 BRACE
W12x53
PLATE PER
W18x119 COLUMN
W8x24 BRACE
PLATE PER
W8x24
W18x119
W8x24
PLATE PER
PLATE PER
10"
7"
" PLATE4
"2
1"2
2" 2"
" PLATE4
W12x53
W18x119
W12x87
PLATE PER
8" 2"
" PLATE4
W18x192 COLUMN
PLATE PER
1'-8"
EQ
EQ
1'-0"
2"
11"
W18x192 COLUMN
W12x53
4"
PLATE, TYP. 2
" STIFFENER2
" STIFFENER, TYP. 42
TYP. 2
" STIFFENER, 4
" STIFFENER
TYP.
" SC BOLT 4
" SC BOLT TYP.4
1'-3"
(1) PARTIAL HEIGHT (AS SHOWN)
(3) FULL HEIGHT
" STIFFENER PLATE4
COLUMN
W18…
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