B.01 05 DRAFT Drawings - Dexter FF - Structural Part3 of 3.pdf
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- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This pre-solicitation notice provides details for the Dexter Adult Fish Facility Upgrades federal contract opportunity to be issued by the U.S. Army Corps of Engineers, Portland District. The project scope involves major improvements, replacements and additions to the Dexter Fish Facilities to meet criteria set by the National Marine Fisheries Service, including replacement of 90% of the fish ladder and sorting pools, rock excavation, pre-engineered metal structures, custom pipe fabrication for fish flumes, a fish transfer system, a gravity fed water distribution network, utility buildings, and a maintenance building. The estimated value is between $50-100 million. The period of performance is from March 2023 through November 2026. This is an unrestricted, full and open competition with a NAICS code of 237990 and small business size standard of $39.5 million. The solicitation is expected to be issued on November 22, 2022 with proposals due by December 23, 2022. A mandatory site visit will be held on November 17, 2022 for interested offerors to register for by November 9, 2022.
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CRANE MAINTENANCE PLATFORM
LOWER PLATFORM
UPPER PLATFORM
MIDDLE PLATFORM
ROOF
ACCESS STAIRS
POST SORT POOLS TYP.
OPERATOR PLATFORM
AUXILIARY CRANE
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SCALE: N.T.S.
HOPPER CRANE FRAME-ISOMETRIC
PORTLAND DISTRICT
DRAFT
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"
FRAME GENERAL NOTES
PANELS, SEE HOPPER CRANE
UNINSULATED METAL ROOF
EXPANSION JOINTS AT 48' MAX
4"x4" MIN., NO SLOPE, PROVIDE
SHEET METAL GUTTER,
6"
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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:
ROOF DECK MUST BE 1 1#2" THICK, 20 GAUGE STEEL DECK WITH THE FOLLOWING MINIMUM
B. ROOF DECK PROPERTIES
SHOWN IN STRUCTURAL DRAWINGS).
A. STANDING SEAM ROOF OVER ROOF DECK, REFER TO SPEC. 07 61 14 FOR REQUIREMENTS (NOT
10. ROOFING SYSTEM
REQUIRED.
WALKWAY. IT ESTIMATED THAT 7,000 SF OF NETS AND AND 4,000 LF OF BIRD SPIKES WILL BE
9. 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
8. ALL CONNECTION BOLTS MUST BE ASTM F3125, GRADE A325 WITH MATCHING NUTS UNO.
SIZE. THE CODE MINIMUM MUST BE FOLLOWED.
7. ALL WELDS MUST HAVE A MINIMUM SIZE OF 1#4 INCH UNLESS WELDING CODE REQUIRES A LARGER
CONNECTIONS MUST BE AS RECOMMENDED BY THE MANUFACTURER.
BE PROVIDED AT EACH END OF A CRANE RAIL TO MATCH UP WITH THE ASCE CRANE RAILS.
DEFINED IN SECTION 15 OF THE AISC 15TH EDITION STEEL DESIGN MANUAL. HD BUMPER STOPS MUST
6. CRANE RAILS MUST BE 60 LBS PER YARD ASCE RAILS. RAIL CLAMPS MUST BE "TIGHT CLAMPS" AS
REQUIREMENTS OF ASTM A36 UNO.
REQUIREMENT FOR ASTM A 572 GR. 50. ALL OTHER ANGLES AND CHANNELS MUST MEET
5. THE BEAM SHAPES MUST MEET REQUIREMENTS FOR ASTM A992. STEEL PLATES MUST MEET
SPECIFICATIONS.
4. THE COMPLETED HOPPER CRANE FRAME MUST BE PAINTED WITH SYSTEM 21-A-Z PER THE
3. SEE SHEET S001 FOR STRUCTURAL GENERAL NOTES.
2. SEE SHEET G003 THRU G005 FOR DRAWING INDEX.
AND ABBREVIATIONS.
1. SEE SHEET G002 FOR GENERAL NOTES, SYMBOLS
NOTES:
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
11. EQUIVALENT LATERAL FORCE ANALYSIS PROCEDURE
10. RESPONSE MODIFICATION COEFFICIENT, R = 8
9. SEISMIC RESPONSE COEFFICIENTS, CS = 0.033
8. DESIGN BASE SHEAR: 690 kips
STEEL SPECIAL MOMENT FRAMES
7. BASIC SEISMIC FORCE-RESISTING SYSTEM:
6. SEISMIC DESIGN CATEGORY, D
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, 1
E. EARTHQUAKE DESIGN INFORMATION
Cc,min = -1.53 (ALL ZONES)
Cc,max = 1.65 (ALL ZONES) a = 3 ft
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
D. WIND LOAD DATA
1. LOAD BEARING VALUE, Qall = 80 TSF (BASALT)
C. 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
B. ROOF SNOW LOAD DATA
4 CRANE LIVE LOAD, Lc = 15 TONS
3. ROOF LIVE LOAD, Lr = 20 PSF (SNOW LOAD)
2. FLOOR LIVE LOAD, Lf = 100 PSF
WEIGHT OF CRANE (15 KIPS)
1. DEAD LOAD: WEIGHT OF MATERIAL
A. GRAVITY LOADS
11. STRUCTURAL DESIGN INFORMATION
NOTES:
SCALE: 3/16" = 1'-0"
ROOF PLAN VIEW
SO401
B
SO401
A
SO401
B
SO201
B
SO302
A
SO302
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SO302
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SO201
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SO201
A
B
A
SO201
C 1 2 3 4 5 6 7 8
SO501
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21'-8"
W18x192
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10"
10"
23'-4"
23'-4"
10"
10"
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"
PRECAST CONCRETE SPLASH BLOCKS, TYP. OF 4
"x4" MINIMUM, DISCHARGE TO SURFACE WITH 2
OPEN FACE RECTANGULAR SHEET METAL DOWNSPOUT,
DRAWING PLOT SIZE: $BORDER$
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IDENTIFICATION
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US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
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12"0 5' 10'
"= 1'-0"16
3SCALE:
W14x68
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W x
W x
W x
W x
W x
W x
W x
W x
W x
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W14x68 W14x68 W14x68 W14x68 W14x68 W14x68 W14x68
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H
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x0 .3
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W14x68 W14x68
W14x68 W14x68
W14x68 W14x68
W14x68 W14x68
W14x68
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1. COLUMN OFFSET REFER TO SHEET S503
NOTE:
3. FOR GRID LINES 3 THROUGH 6, REFER TO SECTION F/503
2. FOR GRID LINES 2 AND 7, REFER TO SECTION E/503
1. FOR GRID LINES 1 AND 8, REFER TO DETAIL 4/503
NOTES:
TYP. UNO
TYP.
TYP.
TYP.
SIM.
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
S503
S503
F
1 2 3 4 5 6 7 8 9
B
A
S503
E
SO201
C
1 2 3 4 5 6 7 8 9
A
B
SO502
SO502
SO502
S503
T E
D A
T E
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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A
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5'-0"16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"5'-0"
17'-0"17'-0"5'-0"
5'-0" 17'-0" 17'-0"
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
PER DETAIL -
SUPPORT, TYPE 3
PER DETAIL -
SUPPORT, TYPE 2
PER DETAIL -
SUPPORT, TYPE 3
F
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5'-0"16'-0"17'-0"17'-0"17'-0""2
11'-4
5'-0"16'-0"17'-0"17'-0"17'-0""2
11'-4"2
5'-7
16'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0" 5'-0"
PER DETAIL
SUPPORT, TYPE 3
DRAWING PLOT SIZE: $BORDER$
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IDENTIFICATION
SHEET
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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:
GRATING BEARING BAR ORIENTATION1.
NOTES:
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
TYP. UNO
SIM
SIM
SIM
TYP. UNO
SO504
A
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 697.58 FT
SCALE: 3/16" = 1'-0"
PLAN VIEW @ ELEV. 697.58 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
A
SO505
C
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
SO505
F
SO505
F
SO505
E
SO505
E
SO505
A
S0505
H
SO505
H
SO505
A
SO505
T E
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
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A
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FOOTING PER SO508
FOUNDATION PER SN SERIES DRAWINGS
F
IS
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D
IN
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H O
P P
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C R
A N
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P L
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17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
5'-5" 5'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
TYPE C, TYP. 1, PER SO508
COLUMN PEDESTAL,
PER SOS08
TYP. 10, GRID LINES 4-8,
COLUMN PEDESTAL TYPE A,
TYP. 5, PER SO508
TYPE B, GRID LINES 1B AND 2-3,
COLUMN PEDESTAL
HOPPER PIT PER SN DRAWINGS, TYP.
GRATING NOT SHOWN FOR CLARITY
PER SO508, TYP.
COLUMN BASE PLATE
DIFFUSER PIT PER SN DRAWINGS, TYP.
DRAWING PLOT SIZE: $BORDER$
D
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N O
IDENTIFICATION
SHEET
S C
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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. 658.17 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
A
1 2 3 4 5 6 7 8
PLATFORM
MAINTENANCE
ELEV. 659.17 FT
ELEV. 651.67 FT
TOP OF PEDESTAL
TOP OF FOUNDATION
ELEV. 668.67 FT
TOP OF LOWER PLATFORM
ELEV. 673.92 FT
ELEV. 678.42 FT
TOP OF UPPER PLATFORM
ELEV. 689.17 FT
TOP OF LOWER BRACE
ELEV. 697.59 FT
ELEV. 705.67 FT
TOP OF COLUMN
5' 0 5' 10'
"= 1'-0"8
1SCALE:
ELEV. 658.17 FT
ELEV. 651.67 FT
TOP OF PEDESTAL
TOP OF FOUNDATION
ELEV. 689.17 FT
TOP OF LOWER BRACE
ELEV. 697.59 FT
ELEV. 705.67 FT
TOP OF COLUMN
ACCESS STAIRS
PLATFORM
MAINTENANCE
FOUNDATION
MAINTENANCE PLATFORM
LOWER BRACE
UPPER BRACE
FOUNDATION PEDESTAL
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
FOUNDATION
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D B
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P L
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P L
O T D
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C O
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IDENTIFICATION
SHEET
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D E
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N M
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R of Engineers
US Army Corps
/1
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D A
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D A
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D A
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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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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
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D X
F .1
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SO201
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
A
H E
N
IN
G E
R
M
IC
H A
E L P S
C H
O C
H P .E
B C
O E
S R
E V
IE
W
/0
/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
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)
ROOF
"= 1'-0"16
3SCALE:
ANGLED COLUMN PER SO102
CRANE MAINTENANCE PLATFORM
AUX. CRANE PER MECH.
CRANE PER MECH. GUARDRAILS, TYP.ROOF BRACING, TYP.
COLUMNS, TYP.
TRANSVERSE BRACE, TYP.
ELEV. 705.59
TOP OF TRANS FRAMING
ELEV. 697.59
TOP OF TRANSVERSE BEAM
ELEV. 689.17
TOP OF LOWER BRACE BEAMS
ELEV. 678.42
TOP OF UPPER PLATFORM GRATING
ELEV. 673.92
TOP OF MIDDLE PLATFORM GRATING
ELEV. 668.67
TOP OF LOWER PLATFORM GRATING
ELEV. 659.09
TOP OF PEDESTALS, GRID LINE 1-3
SHOWN IN SN DRAWINGS
COORDINATE WITH CONC. WALKWAY
ELEV. VARIES (APPROX. ELEV. 658.2),
TOP OF PEDESTALS (GRID LINES 4-8)
ELEV. 651.67
TOP OF FOUNDATION
D
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B
S O
L
IC
IT
A T
IO
N N
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F
IL
E N
A M
E
D W
N B
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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
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P L
O T S
C A
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P L
O T D
A T
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C O
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C T N
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IDENTIFICATION
SHEET
1 2 3 4 5 6
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D E
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N M
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R of Engineers
US Army Corps
/1
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D A
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D A
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O R
P S O
F E
N G
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E E
R S
P O
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L A
N D
O R
E G
O N
P O
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L A
N D D
IS
T R
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L T F
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H F
A C
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P G
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E R D
A M A
N D R
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SO301
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
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H E
N
IN
G E
R
M
IC
H A
E L P S
C H
O C
H P .E
B C
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S R
E V
IE
W 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
/0
/2
W
N
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L O
N G
IT
U D
IN
A L S
E C
T
IO
N S
M S
C H
O C
H
SO101
A
SCALE: 3/16" = 1'-0"
SECTION
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
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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
A
H E
N
IN
G E
R
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
B C
O E
S R
E V
IE
W
F
IS
H L
O A
D
IN
G S
Y S
T E
M
/0
/2
W N
R
T R
A N
S V
E R
S E
S E
C T
IO
N
S
ELEV. 678.42
TOP OF UPPER PLATFORM GRATING
ELEV. 668.67
TOP OF LOWER PLATFORM GRATING
ELEV. 689.17
TOP OF LOWER BRACE BEAMS
ELEV. 705.67
TOP OF COLUMNS
PLATFORM ACCESS STAIRS
LOADING PLATFORM
BROODMARE FISH
CRANE MAINTENANCE PLATFORM
ELEV. 697.59
TOP OF CRANE RAIL SUPPORT BEAM
ROOF
SN DRAWINGS
FOUNDATION PER
ELEV. 673.92
TOP OF MIDDLE PLATFORM GRATING
PLATFORM ACCESS STAIRS
ELEV. 673.92
TOP OF CRANE OPERATOR PLATFORM
ELEV. 689.17
TOP OF LOWER BRACE BEAMS
PLATFORM
CRANE MAINTENANCE
PLATFORM
CRANE MAINTENANCE
ELEV. 697.59
TOP OF CRANE RAIL SUPPORT BEAM
ROOF
ROOF
SHOWN IN SN DRAWINGS
COORDINATE WITH CONC. WALKWAY
ELEV. VARIES (APPROX. ELEV. 658.2),
TOP OF PEDESTALS (GRID LINES 4-8)
ELEV. 659.09
TOP OF PEDESTALS, GRID LINE 1-3
ELEV. 659.09
TOP OF PEDESTALS, GRID LINE 1-3
ELEV. 705.67
TOP OF COLUMNS
ELEV. 651.67
TOP OF FOUNDATION
HORIZ. BRACINGHORIZ. BRACING
HORIZ. BRACING
ELEV. 651.67
TOP OF FOUNDATION
DRAWING PLOT SIZE: $BORDER$
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F
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B E
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S I Z
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S U
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E D
B Y
P L
O T
S C
A L
E P
L O
T D
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C O
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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"
SECTIONDRAFT
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
TOP OF PURLIN
ELEV. 711.97 FT
W6x20 ROOF BEAM, TYP.
Z-PURLIN, 9ZS2.25x070, TYP.
PER PLANS
COLUMN,
PER PLANS
DIAG. BRACE
PLB 36, 20 GA.
ROOF DECK,
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
W6x20 ROOF POSTW6x20 ROOF POST
Z-PURLIN, 9ZS2.25x070, TYP.
W6x20 ROOF POST
SIM.
(5) Z-SECTION SPACED EQUALLY
C-SECTION EACH END
25'-5"
PER PLANS
DIAG. BRACE
PER PLANS
DIAG. BRACE
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D B
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SHEET
1 2 3 4 5 6
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US Army Corps
/1
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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
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M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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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
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D X
F .1
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SO401
N S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
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H E
N
IN
G E
R
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
ROOF NOT SHOWN FOR CLARITY)(
/0
/2
W
N
R
B C
O E
S R
E V
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W F
IS
H L
O A
D
IN
G S
Y S
T E
M
M S
C H
O C
H
SO101
A
SCALE: 3/8" = 1'-0"
ROOF SECTION
SO101
B
SCALE: 3/8" = 1'-0"
ROOF SECTION
SO501
SO501
SO501
SO501
SO501
SO501
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
ELEV. 673.80 FT
ELEV. 668.55 FT
ELEV. 697.59 FT
4'-0"
"8 16'-6
4'-0"
LANDING
ELEV. 697.47 FT
LANDING
ELEV. 685.92 FT
"32 1311'-4
10'-6"
"2 13'-
"8 15'-7
"32 195'-7
S
T E
P S S
P A
C E
D E
Q U
A L L
Y
S
T E
P 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 S
T E
P S
S
T E
P S S
P A
C E
D E
Q U
A L L
Y
CRANE MAINTENANCE PLATFORM
GUARDRAILS, TYP
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
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IDENTIFICATION
SHEET
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D E
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/1
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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
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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
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D X
F .1
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O .d g n
SO402
S T
A
IR
E
L E
V A
T
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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
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G E
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H A
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O C
H P .E
/0
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W
N
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B C
O E
S R
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W M S
C H
O C
H
F
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H L
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G S
Y S
T E
M
H O
P P
E R C
R A
N E F
R A
M E
SO10#
SCALE: 3/8" = 1'-0"
STAIR ELEVATION
SO502
SO502
SO502
SO502
SO502
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
L A
N D
IN
G
4'-2"6'-2"6'-2"5'-2"
4'-2"6'-2"6'-2"5'-2" 10"10"7'-9"
3'-0" 5'-4" 9'-2" 4'-2"
4'-2"3'-0" 5'-4" 4'-7" 4'-7"
2'-7"4'-0"2'-7"
W x
10" 10"
GRATING BEARING BAR ORIENTATION GRATING BEARING BAR ORIENTATION
W x
W x
W x
W12x53
W8x24
W8x24
W8x24
W8x24
W12x53
W12x53
W12x53
W x
W x
W x
W12x79
10"
W12x79
C12x30
C12x30
W x
W x
W x
W x
W x
C x
C x
DRAWINGS.
COORDINATE WITH DRAIN
AS A BRACE FOR DRAIN,
C6x13 LOCATION TBD, USED
W8x24
MC6x12
MC6x12
MC6x12
M C x
"x3'-0"x8"8
3PL
21'-2" REMOVABLE
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
R E
M O
V A
B L E
R E
M O
V A
B L E
7'-3" REMOVABLE, TYP. 4 15'-0" REMOVABLE
21'-2"
15'-8" REMOVABLE
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
G A
T E
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
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
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C O
N T
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C T N
O
IDENTIFICATION
SHEET
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E
D E
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US Army Corps
/2
/2
D A
T E
D A
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D A
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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
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D X
F .1
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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
A
H E
N
IN
G E
R
M
IC
H A
E L P S
C H
O C
H P .E
M S
C H
O C
H
B C
O E
S R
E V
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W
/0
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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. INTERIOR GUARDRAILS TO BE REMOVEABLE
NOT SHOWN FOR CLARITY
1. GRATING, GUARDRAILS, AND ACCESS STAIRS
NOTES:
SCALE: 3/8" = 1'-0"
UPPER PLATFORM PLAN VIEW
SCALE: 3/8" = 1'-0"
UPPER PLATFORM PLAN VIEW
SCALE: 3/8" = 1'-0"
LOWER PLATFORM PLAN VIEW
SCALE: 3/8" = 1'-0"
LOWER PLATFORM PLAN VIEW
GRATING BEARING BAR ORIENTATION
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'12"0 5'
"= 1'-0"4
1SCALE:
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" 15'-6"
1'-4" 4" 4"
EDGE OF BEAM
2'-6"GATE
2'-6"
6'-5"
LANDING
6'-6"
6'-8"
1'-4" 4" 4"
HOLDERS
GUARDRAIL
EXTRA
EDGE OF BEAM
MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5 MC10x28.5
SUPPORT, TYPE 6, PER
SUPPORT, TYPE 6, PERSUPPORT, TYPE 6, PERSUPPORT, TYPE 6, PER
W10x26 W10x26 W10x26 W10x26 W10x26
W x
W x
W x
M C x
M C x
M C x
M C x
W12x79
W12x79
W12x53
W12x53
W12x53
MC6x12
C6x13
C6x13
REMOVABLE
16'-7"
REMOVABLE
16'-8"
REMOVABLE
16'-10"
REMOVABLE
16'-8"
REMOVABLE
16'-8"
R E
M O
V A
B L E
REMOVABLE
4'-0"
GATE
2'-6"
REMOVABLE
4'-7"
10'-8" REMOVABLE
R E
M O
V A
B L E
SUPPORT, TYPE 6, PER
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
SO404
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
A
H E
N
IN
G E
R
M
IC
H A
E L P S
C H
O C
H P .E
B C
O E
S R
E V
IE
W
/0
/2
W
N
R
F
IS
H L
O A
D
IN
G S
Y S
T E
M
L O
W E
R 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
3.
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
SO50#
SO50#
SO50#
SO50#
SO505
SO505
SO505
SO505
SO505
"= 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
PL 1/2"x0'-7"x7"
7"
2"3"2"
1/4
TYP
1/4
7"
2"2" 3" 2"
PL 1/2"x0'-7"x6"
W6x20 POST
1/4FLANGE
EA. END OF
END OF FLANGES
TYP, EXCLUDES
1/2" DIA. BOLT1/2" DIA. BOLT
W14x82
W14x82
W14x82
W14x82
"4
"2
"2
"16 3A
P P
R O
X
A P
P R
O X
/4
"16
STIFFENER CALLOUT
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
/0
/2
W
N
R
B C
O E
S R
E V
IE
W
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
A
H E
N
IN
G E
R M S
C H
O C
H
2. Z-PURLINS 9ZS2.25x0.70
1. SEE GENERAL NOTES ON SO101.
NOTES:
SO401
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"
ROOF POST BASE PLATE
SO401
SCALE: 3" = 1'-0"
Z-PURLIN
12" 9" 6" 3" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
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
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
/0
/2
W
N
R
B C
O E
S R
E V
IE
W M S
C H
O C
H A
H E
N
IN
G E
R
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
A
B
B
SCALE: 1-1/2" = 1'-0"
ROOF SECTION
A
SCALE: 1-1/2" = 1'-0"
ROOF SECTION
C
SCALE: 1-1/2" = 1'-0"
ROOF SECTION
D
SCALE: 1-1/2" = 1'-0"
ROOF SECTION
SO102
SCALE: 1-1/2" = 1'-0"
ROOF SECTION
C
D
SO102
SCALE: 1-1/2" = 1'-0"
ROOF SECTION
LINE TO ADJACENT COLUMN
DISTANCE TO REF.
LINE TO ADJACENT COLUMN
DISTANCE TO REF.
W18x192 COLUMN W18x143 COLUMN
10" 10"
"8
3"
4 1/2"
"16
"2
3"
"2
1'-2"
"8 71'-4
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
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
/0
/2
W
N
R
B C
O E
S R
E V
IE
W
F 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
M S
C H
O C
H A
H E
N
IN
G E
R
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
E
SCALE: 1-1/2" = 1'-0"
SECTION
SO102
F
SCALE: 1-1/2" = 1'-0"
SECTION
SO102
SCALE: 1-1/2" = 1'-0"
TOP BRACE CONNECTION
A
A
SCALE: 1-1/2" = 1'-0"
SECTION
B
SCALE: 1-1/2" = 1'-0"
SECTION
C
D
SCALE: 1-1/2" = 1'-0"
SECTION
C
SCALE: 1-1/2" = 1'-0"
SECTION
B
A
Sheet Name
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"
PL 1"x1'-1"x11"
PL 5/8" GUSSET
SUPPORT BEAM
W12x87 RAIL
TOP OF SUPPORT BEAM
ELEV. 697.59 FT
AFTER FABRICATION
1. STRESS RELIEVE CORBEL
NOTES:
FACE-TO-FACE COLUMN
21'-8"
FOR 3/4" DIA. BOLT
15/16" DIA. HOLE
SPACED @ 1'-5"
PL 1/2" BOTH SIDES
@2'-10" O.C.
WELDABLE CLIP
RUBBER PAD
ELASTOMERIC PAD
ASCE 60 CRANE RAIL
"2 11'-2
3"5"3"
PL 1" GUSSET
PER
GRATING SUPPORT PL
QTY. 16
CORBEL PER _
PER
STIFFENER
"2 11'-2
1"
FOR 3/4" DIA. BOLT
11/16" DIA. HOLE
8"
PL 5/8" GUSSET
5"
PL 1/2"
1/4 BOTH SIDES
TYP.
2. 8" SLOT, 1" RADIUS INSIDE CORNERS
1. 1" SLOT, 1/2" RADIUS INSIDE CORNERS
NOTES:
COLUMN
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SPLICE LOCATIONS ONLY
STIFFENERS AT
PL 1/2" EA. SIDE
FOR 3/4" DIA. BOLT
13/16" DIA. HOLE
WELDABLE CLIP, TYP. CRANE RAIL
SUPPORT BEAM
W12x87 RAIL
TYP
1 1/2" CHAMFER @ 45°
"2
11"
1 1/4" CHAMFER @ 45°
"2 112""2
11"2 112""2
10"
"4 37"4
"2
15'-11"
"2
11'-TYP
8"
1" TYP
"2 11'-
31"R
"2 1R
4"
8"
"2
1"
"2
"2
"2 16"2
1101'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5""2
GRATING SUPPORT BAR
SUPPORT BEAM
W12x87 RAIL
GRATING SUPPORT BAR
1'-5"2'-10"2'-10"2'-10"2'-10"2'-10"1'-5"
3"
1'-5"
"2
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
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
A
H E
N
IN
G E
R
M
IC
H A
E L P S
C H
O C
H P .E
/0
/2
W
N
R
B C
O E
S R
E V
IE
W
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
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
SCALE: 6" = 1'-0"
BEAM SPLICE
SCALE: 6" = 1'-0"
RAIL PLAN VIEW
SCALE: 6" = 1'-0"
RAIL SPLICE
SCALE: 6" = 1'-0"
GRATING SUPPORT DETAIL
SCALE: 6" = 1'-0"
STIFFENER SPACING
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
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
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
/0
/2
W N
R
B C
O E
S R
E V
IE
W
A
H E
N
IN
G E
R
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
4'-8"5'-4 1/4"TYPE 5
4'- 1/4"4'-6 1/16"TYPE 4
2'-1 1/8"2'-3 13/16"TYPE 3
2'-1 1/4"2'-4 3/8"TYPE 2
3'-1 3/8"4'-7 3/8"TYPE 1
HEIGHTLENGTHSUPPORT TYPE
6"
LENGTH
H E
IG
H
T
W8x24
W8x24
PER DTL. -
"x1-0"x8" 2
1PL
PER DTL. -
"x1-0"x8" 2
1PL
PER DTL. -
"x10"x8" 2
1PL
W8x24 W8x24 W8x24
" DIA. BOLT, TYP.8
" DIA. BOLT, TYP.8
5 " DIA. BOLT, TYP.8
" PLATE2
1" PLATE2
1" PLATE2
"2
15""2
8"
"2
3"2
1 "2
8"
8"
5""2
1 "2
KNEE BRACE PER DTL.
x6"4 1L3x3x
"4
1"4
E Q
E
Q
"4
1 "4 x6"4 1L3x3x
MC10x28.5MC10x28.5
MC10x28.5
KNEE BRACE PER DTL.
E Q
U A
L E
Q U
A L
MC10x28.5
MC10x28.5
21E
Q U
L
Q U
A L
C8x13.5 MC10x28.5
"4
4'-10
C8x13.5
"8
3PL "2
" DIA. BOLT8
W12x53
C8x13.5 CRANE STOP PER KTR COL (BEYOND)
SUPPORT BEAM
CRANE RAIL
CORBEL PER SO504
CORBEL PER SO504
"2
1"2
"2
1 "2
2 "2
"2
"2
1 3"
" DIA. BOLT, TYP.8
W12x53
BEAM
CRANE SUPPORT
"2
E Q
U A
L E
Q U
A L
FACE OF COLUMN
W/ PLATE
STIFFENER, ALIGNED
" PLATE8
W12x53
W18x119
MC10x28.5
"2
1 3"
BEAM
CRANE SUPPORT
" PLATE8
"8
3PLATE
"x2'-0"x1'-0"4
3PL
"2
"2
2 "2
W12x53
CRANE SUPPORT BEAM
W18x119
W12x53
" DIA. SC BOLT, TYP.4
" DIA. BOLT, TYP.8
5(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
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
SO103
A
SCALE: 1-1/2" = 1'-0"
SECTION
B
SCALE: 1-1/2" = 1'-0"
SECTION
SO103
SCALE: 1" = 1'-0"
KNEE BRACE DETAIL
A
SO505
SO505
SO505
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"
CONNECTION DETAIL
SCALE: 3" = 1'-0"
CONNECTION DETAIL
ELEV. 697.59 FT
G
SO103
F
SCALE: 1-1/2" = 1'-0"
SECTION
FOR CLARITY
NOTE: GRATING NOT SHOWN
G
SCALE: 1-1/2" = 1'-0"
SECTION
FOR CLARITY
NOTE: GRATING NOT SHOWN
I
SCALE: 1" = 1'-0"
COLUMN CONNECTION
J
SCALE: 1" = 1'-0"
CONN. SECTION
I
J
SCALE: 1-1/2" = 1'-0"
CONN. DETAIL
SO103
H
SCALE: 1" = 1'-0"
SECTION
ANGLE IS REQ'D
MC IS CONT. ONLY ONE
NOTE: GRID LINE 1 AND 9 WHERE
AND HEIGHTS
SHEET) FOR LENGTHS
NOTE: SEE TABLE (THIS
3/8
POOL WALL
EDGE OF POST-SORT
COLUMN PER PLANS
COLUMN PER PLANS
COLUMN PER PLANS
EDGE OF FOUNDATION
STAIR FOUNDATION
COLUMN PER PLANS
3'-2"
STAIR FOUNDATION
ELEV. 659.09'
ELEV. 658.17'
ELEV. 651.67'
ELEV. 659.09'
ELEV. 658.17'
JOINT FILLER MATERIAL
1/2" PREFORMED COMPRESSIVE
"4 17'-6"4
12'-6
FOUNDATION PER SN DRAWINGS
JOINT FILLER MATERIAL
1/2" PREFORMED COMPRESSIVE
COLUMN PER PLANS
ENGINEERED BACKFILL
SN DRAWINGS
FOUNDATION PER
ELEV. 651.67'
JOINT FILLER MATERIAL
1/2" PREFORMED COMPRESSIVE
"CIVIL" DRAWINGS
CONC. SLAB PER
ELEV. 651.67'
SIDEWALK ELEV. PER SN###
ELEV. VARIES MATCH
ENGINEERED BACKFILL
SN DRAWINGS
FOUNDATION PER
"CIVIL" DRAWINGS
CONC. SLAB PER
COLUMN PER PLANS
JOINT FILLER MATERIAL
1/2" PREFORMED COMPRESSIVE
/2
3'-2"
E Q
U A
L E
Q U
A L
EQUALEQUAL
" E
Q U
A L
E Q
U A
L
2'-10"
EQUALEQUAL
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
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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
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
SO508
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
/0
/2
W
N
R
B C
O E
S R
E V
IE
W M S
C H
O C
H A
H E
N
IN
G E
R
F O
U N
D A
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
C
SCALE: 1-1/2" = 1'-0"
PEDESTAL TYPE "C"
A
SO701
B
SO701
B
SCALE: 1" = 1'-0"
PEDESTAL TYPE "B"
A
SCALE: 1" = 1'-0"
PEDESTAL TYPE "A"
B
SCALE: 1/2" = 1'-0"
PEDESTAL TYPE "A"
B
SCALE: 1/2" = 1'-0"
PEDESTAL TYPE "B"
C
SCALE: 1/2" = 1'-0"
PEDESTAL TYPE "C"
A
SO701
A
SO701
12" 9" 6" 3" 0 1'12"
SCALE: 1"= 1'-0"
6" 0 1'
2'-0"
T Y
P E
B
T Y
P E
A
3" #4 @ 12" O.C. MAX 3"
#8 BARS
COLUMN PER PLANS
3" 2'-8" 3"
3"2'-8"3"
3"#8 BAR
#4 STIRRUP
COL PER PLANS
" PREFORMED COMPRESSIBLE FILLER2
#6 BAR, 4 TYP.
#8 BAR TYP.
#8 BAR
#4 STIRRUP
COL PER PLANS
#4 STIRRUP
A N
G L E
D (1 S
T
IR
R U
P
O .C
(5 S
T
IR
R U
P S
O .C
M A
X (2 S
T
IR
R U
O .C
(3 S
T
IR
R U
P S
C L
R
O .C
(3 S
T
IR
R U
P S
O .C
M A
X (3 S
T
IR
R U
O .C
M A
X (3 S
T
IR
R U
C
R
PER SN DRAWINGS
REINFORCEMENT
PER SN DRAWINGS
REINFORCEMENT
C L
R
C L
R
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
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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
SO701
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
A
H E
N
IN
G E
R
M
IC
H A
E L P S
C H
O C
H P .E
/0
/2
W
N
R
B C
O E
S R
E V
IE
W M S
C H
O C
H
F
IS
H L
O A
D
IN
G S
Y S
T E
M
R E
IN
F O
R C
E M
E N
T D
E T
A
IL
S
A
SCALE: 1-1/2" = 1'-0"
PEDESTAL TYPE "A" AND "B" SECTION VIEW
B
SCALE: 1-1/2" = 1'-0"
PEDESTAL TYPE "C" SECTION VIEW
A
B
C
C
SCALE: 1-1/2" = 1'-0"
PEDESTAL TYPE "C" SECTION VIEW
A
SCALE: 1" = 1'-0"
PEDESTAL TYPE "C" SECTION VIEW
A
SCALE: 1" = 1'-0"
PEDESTAL TYPE "A" AND "B" SECTION VIEW
NEW FISH LADDER
NEW FISH LADDER CROSSING
NEW COUNTERFORT TYP. (HEIGHTS VARY)
NEW STRUCTURAL CONC. BASE
NEW VAULT #2
NEW AWS DIFFUSION CHAMBERS
NEW RAIL PARAPET AND CURB
NEW FISH LADDER
NEW FISH LADDER CROSSING
NEW RAIL PARAPET AND CURB
NEW COUNTERFORT TYP. (HEIGHTS VARY)
NEW STRUCTURAL CONC. BASE
NEW VAULT #2
NEW AWS DIFFUSION CHAMBERS
NEW AWS DIFFUSION CHAMBER FOUNDATION
NEW WING WALL TYP. (HEIGHTS VARY)
NEW WING WALL TYP. (HEIGHTS VARY)
NEW WING WALL TYP. (HEIGHTS VARY)
NEW WING WALL TYP. (HEIGHTS VARY)
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
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N M
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K D
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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
/0
/2
U
L T F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W
N
R
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
T .d g
ST901
S I F
M A
T T
H E
W D
H A
N S
E N P .E
:1
C A
R L M
H A
R R
IS
P .E
IS
O
M E
T R
IC
V
IE
W S
B C
O E
S R
E V
IE
W J L
IN
D H
E N
IN
G E
R P
E
F
IS
H L
A D
D E
R C
R O
S S
IN
G
NOTE: NOT ALL FEATURES SHOWN FOR CLARITY. NOTE: NOT ALL FEATURES SHOWN FOR CLARITY.
2. SEE S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE G-001 FOR GENERAL NOTES SYMBOLS AND ABBREVIATIONS.
NOTES:
SCALE: NTS
ISOMETRIC - VIEW LOOKING NORTHWEST
SCALE: NTS
ISOMETRIC - VIEW LOOKING SOUTHEAST
S
L O
P E
2% SLOPE
NEW FISH LADDER
FLOW
ROADWAY
EL. 661.21
ROADWAY
EL. 661.53
ROADWAY
EL. 660.98
NEW FISH LADDER CROSSING
NEW COUNTERFORT TYP (HEIGHTS VARY)
NEW RAIL PARAPET AND CONC. CURB TYP.
NEW WING WALL
NEW WING WALL
NEW WING WALL
NEW AWS DIFFUSION CHAMBER
NEW VAULT #2
NEW CONC. STRUCTURAL BASE
FLOW
10'-0"
T Y
P
T Y
P
ROADWAY
EL. 660.66
T Y
P
2% SLOPE
5'-0" �5'-0" �5'-0" �2'-3" �
" TOTAL CROSSING WIDTH2
119'-1
AND CONC. CURB TYP.
NEW RAIL PARAPET
16'-0" ROAD WIDTH
T Y
P
"2 18'-7 5'-0" � 4'-6" � " �4
37'-3 " �4 37'-3 2'-3" � 17'-9" �
NEW WING WALL
NEW FISH LADDER WALL
NEW HEADWALL NEW HEADWALL
NEW WING WALL
NEW FISH LADDER WALL
" TOTAL CROSSING WIDTH2
119'-1
EL. 659.11
CROSSING
TOP OF
EL. VARIES
AND FILL,
SURFACE
TOP ROAD
BASE
STRUCTURAL
NEW CONC.
5'-0" � 2'-3" � 5'-0" �4'-6" �" �4 37'-3" �4
37'-32'-3" � " �2 18'-7
T Y
P
EL. 659.11
CROSSING
TOP OF
EL. VARIES
AND FILL,
SURFACE
TOP ROAD
T Y
P
" TOTAL CROSSING WIDTH2
119'-1
2% SLOPE
1'-6" TYP.
1'-6" TYP.
T Y
P
T Y
P
BASE
STRUCTURAL
NEW CONC.
NEW WING WALL
NEW FISH LADDER WALL
NEW WING WALL
AND CONC. CURB TYP.
NEW RAIL PARAPET
NEW HEADWALL
16'-0" ROAD WIDTH
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
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N M
A R
K D
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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
M A
T T
H E
W D
H A
N S
O N P .E
A N
S I F
J L
IN
D H
E N
IN
G E
R P
E
F
IS
H L
A D
D E
R C
R O
S S
IN
G
ST101
:1
HEEL
D X
F .1
S
T .d g n
/0
/2
B C
O E
S R
E V
IE
W W
N
R
P L
A N A
N D E
L E
V A
T
IO
N
C O
N S
T J T
S T
A
.3
C O
N S
T J T
S T
A
.3
C O
N S
T J T
S T
A
.3
C O
N S
T J T
S T
A
.3
C O
N S
T J T
S T
A
.3
C O
N S
T J T
S T
A
.3
C O
N S
T J T
S T
A
.3
� COUNTERFORT
� ROAD
C O
N S
T J T
S T
A
.3
C O
N S
T J T
S T
A
.3
SEE ST501 AND ST701 FOR SECTIONS.3.
SEE S-001 FOR STRUCTURAL GENERAL NOTES.2.
SEE G-001 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.1.
NOTES:
� COUNTERFORT
� ROAD
J E
F F M
R O
B E
R T S P .E
" = 1'-0"
1SCALE:
FISH LADDER CROSSING PLAN
A
B
NOTES
C
ST701
A " = 1'-0"
1SCALE:
SECTION - SOUTH ELEVATION
B " = 1'-0"
1SCALE:
SECTION - NORTH ELEVATION
NOTES
D
12"0 5'
"= 1'-0"4
1SCALE:
12"0 5' 10'
"= 1'-0"16
3SCALE:
5' 0 5' 10'
"= 1'-0"8
1SCALE:
11'-0"
CURB
HEADWALL
11'-0"
CURB
"4 31'-6
"4
1"
"2 11'-5
ROADWAY WIDTH
CURB
3" ASPHALT
5HSS 5 X 5 X
(TYP)16
5HSS 5 X 5 X
DETAIL, THIS SHEET
SEE BASE PLATE
ALTERNATE POST
W8X24 POST OR
3'-0"5'-0"3'-0"
3'-0"5'-0"3'-0"
6"
1'-1"
4 - 1"
1'-1"
"8 14 - 1
5"5"
"2 11 "2
1" PL
5/16
TO FIRM CONTACT.
WASHER AND 1 NUT. TIGHTEN
1 PLATE WASHER "C", 1 LOCK-
WELD BASE STUD 2" LONG WITH
3THREADED
W8X24
NOT REQ'D.)
(GALVANIZING
" PL8
"8
5"5""2 11 "2
"8 7"4
5"
ROADWAY SIDE
1 "
"8
" PL4
HOLE
"4 11 "4
31 2"
ZINC DRAINS
" TO PROVIDE4
3CORNERS
" COPE4
3" X 44
3" X 416
3PL
(SEE NOTE #10)
GUARDRAIL CONNECTIONS
STUDS ON EACH RAIL CAP AT
32-
3/4
TYP
LOCKING NUTS OR NUTS AND JAM NUTS
INSTALL ANGLE WITH WASHERS AND SELF
LEG OF CONNECTION ANGLE
3/4
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
M A
T T
H E
W D
H A
N S
O N P .E
A N
S I F
N
B E
E M
H E
N
IN
G E
R P
E
F
IS
H L
A D
D E
R C
R O
S S
IN
G
ST102
:1
D X
F .1
S
T .d g n
5% SLOPE 2% SLOPE
FRONTELEV
VARIES DUE TO SLOPE
*HEIGHT OF HEADWALL
C U
R B A
N D P
O S
T
/0
/2
B C
O E
S R
E V
IE
W W
N
R
J E
F F M
R O
B E
R T S P .E
FABRICATE STEEL STUDS WITH MATERIAL, WELDING AND INSPECTION ACCORDING TO AWS D1.5, CLAUSE 7.9.
PROVIDE GALVANIZE-CONTROL SILICON ACCORDING TO OREGON STANDARD SPECIFICATION 02530.70.
HOT-DIP GALVANIZE ALL STRUCTURAL STEEL INCLUDING FASTENERS AFTER FABRICATION, EXCEPT AS NOTED.8.
INSTALL POSTS NORMAL TO GRADE IN LONGITUDINAL DIRECTION AND VERTICAL IN TRANSVERSE DIRECTION.
CONSTRUCT RAILING CONFORMING TO THE HORIZONTAL AND VERTICAL ALIGNMENT OF THE STRUCTURE.7.
PROVIDE CONCRETE CLASS 3300 - 3/4.6.
PROVIDE REINFORCING STEEL CONFORMING TO ASTM A706 OR AASHTO M31 (ASTM A615) GRADE 60.5.
SPECIFICATION 02560.30 (B).
PROVIDE HIGH STRENGTH ANCHOR BOLTS (GRADE 105) ACCORDING TO OREGON STANDARD4.
OTHERWISE NOTED.
PROVIDE STEEL POSTS AND PLATES CONFORMING TO AASHTO M183 (ASTM A36) UNLESS3.
PROVIDE STRUCTURAL TUBING ACCORDING TO OREGON STANDARD SPECIFICATION 2810.20.2.
DRAWINGS FOR TRANSITION TO ROADWAY RAILING
DRAWINGS MODIFIED FROM OREGON DOT STANDARD DRAWING BR206. REFER TO CIVIL1.
NOTES:
NOTE: DETAIL WILL BE UPDATED TO SHOW BOLTS, ANCHOR PL, AND REINF.
SCALE: 1-1/2" = 1'-0"
PLAN
SCALE: 1-1/2" = 1'-0"
ELEVATION
SCALE: 1-1/2" = 1'-0"
CURB AND POST
SCALE: 3" = 1'-0"
ANCHOR PLATE DETAIL
SCALE: 3" = 1'-0"
BASE PLATE DETAIL
SCALE: 6" = 1'-0"
PLATE WASHER "C"
SCALE: 6" = 1'-0"
RAIL CAP DETAIL
COUNTERFORT
FISH LADDER CROSSING WALL TYP.
CONC. BASE
STRUCTURAL
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
FOR DETAILS
SEE SHEET ST701
MASS CONC. FILL,
12X12" TYP.
11'-0" TOTAL CROSSING LENGTH
5% SLOPE
V A
R
IE
S
FILL
ROAD SURFACE
(BEYOND)
NEW CONC. CURB
NEW RAIL PARAPET
1'-6" TYP.
(BEYOND, HEIGHTS VARY)
COUNTERFORT TYP.
V A
R
IE
S
V A
R
IE
S
2'-0"
1'-6"
12X12"
FILL
ROAD SURFACE
(BEYOND)
NEW CONC. CURB
NEW RAIL PARAPET
V A
R
IE
S
CONC. BASE
STRUCTURAL
FOR DETAILS
SEE SHEET ST701
MASS CONC. FILL,
T Y
P
8'-0"
VARIES1'-6"
CONC. BASE
STRUCTURAL
1'-0"
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
ST501
S I F
M A
T T
H E
W D
H A
N S
E N P .E
:1
J E
F F M
R O
B E
R T S P .E
/0
/2
B C
O E
S R
E V
IE
W W
N
R
F
IS
H L
A D
D E
R C
R O
S S
IN
G
TOP OF CROSSING
EL. 659.11
TOP OF CROSSING
EL. 659.11
D X
F .1
S
T -1 .d g n
J L
IN
D
S E
C T
IO
N S A
N D D
E T
A
IL
S
H E
N
IN
G E
R P
E
SEE ST701 FOR REINFORCEMENT DETAILS3.
SEE S-001 FOR STRUCTURAL GENERAL NOTES.2.
SEE G-001 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.1.
NOTES:
E
ST101
C
" = 1'-0"2
1SCALE:
TYP. FISH LADDER CROSSING SECTION
ST101
D
" = 1'-0"2
1SCALE:
TYP. COUNTERFORT
E
" = 1'-0"2
1SCALE:
TYP. COUNTERFORT SECTION
8'-0"
6"6"
COUNTERFORT
2 ROWS OF 3 #7
(BEYOND)
COUNTERFORT TYP.
#7@16"#7@10"
#5@12" O.C.
#9@12"
#9@6"
#7@12"
#9@8"
F O
R B
A S
E
C L
R T
Y P
3" CLR TYP UNO
" C
L R T
Y P
#7 WITH MECH. ANCHOR @6"
4" CLR TYP.
#5@12" 6"6"
3" CLR TYP.
6"
#5
1'-6" TYP. UNO
12X12" TYP.
#9@8"
#7@12"
FISH LADDER CROSSING WALL TYP.
FISH LADDER CROSSING WALL TYP.
CONC. BASE
STRUCTURAL
CONC. BASE
STRUCTURAL
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
(BEYOND)
COUNTERFORT
V A
R
IE
S
HEADWALL
CONC. CURB
RAIL PARAPET
#7
C L R
SEE NOTES THIS SHEET
MASS CONC. FILL,
FOR DETAILS
SEE SECTION C-1
MASS CONC. FILL,
SPACING VARIES
#5 WITH MECH. ANCHOR.
#5 @ 9" O.C.6"
F
IR
S T
W
IT
H M
E C
H
A N
C H
O R
S M
E C
H
A N
C H
O R
S
W
IT
H V
A R
IE
S
R E
M A
IN
D E
R
#5@12"
#5@12"
2'-0" TYP.
V A
R
IE
S A
N D F
IL
L
S U
R F
R O
A D
H E
IG
H T V
A R
IE
S
3" CLR TYP
VARIES
SEE NOTE 4
MIN. 16" EMBEDMENT,
T Y
P C
L R
TYP. UNO
3" CLR
ANCHORS TYP.
4" CLR MECH
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
T .d g
ST701
S I F
M A
T T
H E
W D
H A
N S
E N P .E
:1
J E
F F M
R O
B E
R T S P .E
/0
/2
B C
O E
S R
E V
IE
W W
N
R
F
IS
H L
A D
D E
R C
R O
S S
IN
G
R E
IN
F O
R C
E M
E N
T
TOP OF CROSSING
EL. 659.11
TOP OF CROSSING
EL. 659.11
TOP OF CROSSING
EL. 659.11
J L
IN
D H
E N
IN
G E
R P
E
AS SHOWN IAW ACI 318-14 AND THE ANCHOR MANUFACTURER.
BARS USING MECHANICAL ANCHORS WILL BE EMBEDDED4.
FOR APPROVAL.
REINF. DESIGN MUST BE SUBMITTED TO USACE
- NOT TO EXCEED DEPTHS GREATER THAN 2'-6".
.1110-2-21- NOT TO EXCEED #9@12" IAW EM
SPREAD OVER BOTH FACES.
G
=0.003A S
A
- USE REINFORCEMENT SUFFICIENT TO SUPPLY AREA
- EXCAVATE TO COMPETENT ROCK.
MASS CONCRETE GUIDELINES:3.
SEE S-001 FOR STRUCTURAL GENERAL NOTES.2.
SEE G-001 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.1.
NOTES:
E
" = 1'-0"2
1SCALE:
TYP. COUNTERFORT PLAN
ST101
C
" = 1'-0"2
1SCALE:
TYP. FISH LADDER CROSSING AND BASE REINFORCEMENT
ST101
D
" = 1'-0"2
1SCALE:
TYP. COUNTERFORT REINFORCEMENT
E
ST101
C-1
" = 1'-0"2
1SCALE:
TYP. MASS CONCRETE FILL REFINFORCEMENT
ST101
" = 1'-0"2
1SCALE:
TYP. WING WALL REINFORCEMENT DETAIL
OUTFALL STRUCTURE
IN-WATER SUPPORT
IN-WATER SUPPORT
LAND SUPPORT
SUPPORT STRUCTURE
RETURN TO RIVER
FOR PIPE INFORMATION
SEE MECHANICAL DRAWINGS
CONCRETE SPLASH PAD
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
Q .d g n
SQ901
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
F A
C
IL
IT
Y D
IS
C H
A R
G E S
Y S
T E
M S
A
H E
N
IN
G
R
F
O
W
IS
O
M E
T R
IC
V
IE
W S
M
IC
H A
E L P S
C H
O C
H P .E
/0
/2
W
N
R
B C
O E
S R
E V
IE
W M S
C H
O C
H
SCALE: N.T.S.
VIEW
DISCHARGE STRUCTURE ISOMETRIC
SCALE: N.T.S.
ISOMETRIC VIEW
RETURN TO RIVER PIPE
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
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
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
IC
/0
/2
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
Q .d g n
SQ101
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
B C
O E
S R
E V
IE
W
FLOW
F L
O W
F A
C
IL
IT
Y D
IS
C H
A R
G E S
Y S
T E
M S
M
IC
H A
E L P S
C H
O C
H P .E
P L
A N A
N D E
L E
V A
T
IO
N S
O U
T L E
T S
T R
U C
T U
R E
W
N
R
GRATING PANELS
STAINLESS STEEL
A
H E
N
IN
G E
R M S
C H
O C
H
ELEV. 636.01'
1'-6"21'-0"1'-6"
24'-0"
1'-6"18'-0"1'-6"
21'-0"
2'-0"5'-0"2'-0"3'-0"
12'-0"
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
" BEARING BARS (TYPE: 8-SLS-4).16
33. GRATING MUST BE STAINLESS STEEL W/ 1" x
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
4. COORDINATE LOCATION OF DISCHARGE STRUCTURE WITH CIVIL DRAWINGS (SHEET CU502).
SQ301
B
SQ301
A
SCALE: 1/2" = 1'-0"
RIGHT ELEVATION
SCALE: 1/2" = 1'-0"
FRONT ELEVATION
SCALE: 1/2" = 1'-0"
PLAN VIEW
PLUNGE POOL PAD
"= 1'-0"16
3SCALE:
12"0 5'
"= 1'-0"4
1SCALE:
PLUNGE POOL PAD
FOUNDATION
PLUNGE POOL PAD
59'-0"
HP14X89
BETWEEN SUPPORTS
12'-0" MAX SPACING
PIPE (BEYOND)
RETURN TO RIVER
EASTING #####.##
NORTHING #####.##
EASTING #####.##
NORTHING #####.##
RIVER PIPE
RETURN TO
W18x86
W18x86
W18x86
17'-8"
HSS24x0.500
HSS24x0.500
W8x24 BRACE
STIFFENER PER
W8x24 BRACE
(SEE NOTE 3)
ELEV. 630.8 FT
ELEV. 645.7 FT
PILE CUTOFF
(SEE NOTE 4)
ELEV. 637.4 FT
(SEE NOTE 3)
ELEV. 630.8 FT
(SEE NOTE #4)
ELEV. 637.4 FT
EASTING #####.##
NORTHING #####.##
ELEV. 641.0 FT
EMBANKMENT
FOUNDATION PER -
FOUNDATION
FOUNDATION PER -
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
N
B E
M
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
T T
H E
W D
H A
N S
O N P .E
A N
S I F
D X
F .1
S
Q .d g n
H E
N
IN
G E
R P
E
R E
T U
R N T
O R
IV
E R S
T R
U C
T U
R E
F A
C
IL
IT
Y D
IS
C H
A R
G E S
Y S
T E
M S
SQ102
:1
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
M
IC
H A
E L P S
C H
O C
H P .E
P L
A N A
N D E
L E
V A
T
IO
N V
IE
W S
/0
/2
B C
O E
S R
E V
IE
W W
N
R
HYDRAULIC STRUCTURES
7. ALL STEEL MUST BE COATED IN SYSTEM NO. 5-E-Z, SPEC 09 97 02.00 25 PAINTING:
6. ELEVATIONS ARE FROM SHEET DX-18-1/2 AND CONVERTED TO NAVD88.
5. RETURN TO RIVER PIPE OUTLET MUST HAVE A 3/8" RADIUS AND A SMOOTH FINISH.
637.2) .
4. FOUNDATIONS MAY BE FLUSH OR -0.2 FT BELOW RIVER BOTTOM (ELEV. 637.4 TO ELEV.
TO ELEV 630.8 FT (8 FT INTO BASALT).
NORTH OF SHOWN LOCATION. TOP OF ROCK ELEVATION IS 638.8 FT, PILE TO BE DRIVEN
3. DRIVEN PILE: PER BORING DH-5 (DRAWING: DX-18-1/1A), LOCATED APPROX. 50 FT
2. SEE S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE G-001 FOR GENERAL NOTES SYMBOLS AND ABBREVIATIONS.
NOTES:
SCALE: 3/16" = 1'-0"
PLAN VIEW
SCALE: 1/4" = 1'-0"
ELEVATION VIEW - LOOKING EAST
SCALE: 1/4" = 1'-0"
ELEVATION VIEW - LOOKING NORTH
A
SQ501
B
SQ501
A
SQ302
B
SQ302
D
SQ501
E
SQ501
SQ501
SQ302
SQ302
2'-0"7'-0"
BAFFLE
BAFFLE
GRATING
SCALE: 6"= 1'-0"
0 1" 2" 3" 6" 12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
3/16
GRATING
"8 3" x 2
1" x 22 1L 2
"4
"8
"4
3'-0"
2'-0" 5'-0" 2'-0"
3'-0"
1'-6"
"4 1" x 2
1" x 22 1L 3
" DIA. WELD NUT4
3/16
ELEV. 636.01'
ELEV. 635.91'
/2
@ 24" OC, 4" EMBED
" DIA CONCRETE ANCHOR2
@ 24" OC, 4" EMBED
" DIA CONCRETE ANCHOR2
(SEE NOTE #7)
COUNTERSUNK SCREW
" DIA x 2" LONG 4
"8
(SEE NOTE #7)
SCREW, 2" LONG
" DIA COUNTERSUNK 4
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
Q .d g n
SQ301
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
F A
C
IL
IT
Y D
IS
C H
A R
G E S
Y S
T E
M S
H E
N
IN
G E
R ,P
E
M
IC
H A
E L P S
C H
O C
H P .E
N
B E
E M
O U
T L E
T S
T R
U C
T U
R E
P L
A N
S A
N D D
E T
A
IL
S
/0
/2
W
N
R
B C
O E
S R
E V
IE
W
ANGLE
NUT TO
WELD
ANGLE
NUT TO
WELD
CL OF PIPE OPENING FOR 30" ID CONCRETE PIPE (OD = 38.5")
GRATING PLACE COUNTERSUNK SCREW 6" FROM EDGE OF GRATING AND 1 HALF WAY BETWEEN.
7. FOR 2' WIDE GRATING PLACE COUNTERSUNK SCREW 6" FROM EDGE OF GRATING. FOR 3' WIDE
NOT PROTRUDE ABOVE GRATING.
6. BEVEL GRATING AS REQ'D AT COUNTERSUNK SCREW LOCATION SO THAT SCREW HEAD DOES
5. ALL GRATING ANCHORAGE COMPONENTS THIS SHEET MUST BE STAINLESS STEEL.
4. ANCHOR BOLTS ON THIS SHEET MUST BE STAINLESS STEEL CAST-IN-PLACE ANCHORS.
THE DISCHARGE STRUCTURE.
JOINT FILLER. GROUT CONCRETE PIPE IN PLACE. PIPE MUST BE FLUSH WITH THE INSIDE WALL OF
3. PLACE PIPE, WITHIN PIPE OPENING, ON 2" THICK BY 6" WIDE BY 42" PREFORMED EXPANSION
2. SEE SHEET S001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
SQ101
B
SCALE: 1/2" = 1'-0"
SECTION
SCALE: 6" = 1'-0"
DETAIL
SCALE: 6" = 1'-0"
DETAIL
SQ101
A
SCALE: 1/2" = 1'-0"
SECTION
Z = 635.4 FT
X = 7.8 FT
INFLECTION POINT
Zc = 626.3 FT
Xc = 1.4 FT
R = 11.1 FT
Zc = 645.2 FT
Xc = 14.6 FT
R = 12 FT
Zc = 618.3 FT
Xc = 30.2 FT
R = 19.1 FT
Z = 634.8 FT
X = 20.65 FT
INFLECTION POINT
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
20'-0"
9" 4'-3" 10'-0" 4'-3" 9"
.0 F
T M
IN
.2 F
T M
A X
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
.0 F
T M
A X
.8 F
T M
IN
10'-0"
10'-0"
Z = 637.4 FT
X = 0.0 FT
Z = 631.4 FT
X = 0.0 FT
ORIGIN
Z = 631.4 FT
X = 34.0 FT
Z = 637.4 FT
X = 34.0 FT
5'-0" 5'-0"
T Y P
HSS24x0.500
BRACKET PER
BRACKET PER
HSS24x0.500
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
Q .d g n
SQ302
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
R E
T U
R N T
O R
IV
E R S
U P
P O
R T
F O
U N
D A
T
IO
N P
L A
N A
N D E
L E
V A
T
IO
N S
/0
/2
W
N
R
B C
O E
S R
E V
IE
W M S
C H
O C
H A
H E
N
IN
G E
R
ELEV. 637.4'
ELEV. 637.4'
4. ALL EXPOSED CONCRETE SURFACES MUST HAVE A "CLASS A" FINISH.
DIFFERENCE.
ACTUAL RIVER BOTTOM ELEVATION AND ADJUSTELEVATIONS BY THE
3. MATCH START ELEVATION WITH
R = RADIUS
Zc = VERTICAL POSITION OF CENTROID FOR CURVE
Xc = HORIZONTAL POSITION OF CENTROID FOR CURVE
Z = VERTICAL POSITION
X = HORIZONTAL POSITION
2. ABBREVIATIONS (FOR SECTION A)
1. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
NOTES:
F A
C
IL
IT
Y D
IS
C H
A R
G E S
Y S
T E
M S
SECTION A.
NOTE: VERTICAL DIMENSIONS VARY BASED ON CURVE LAYOUT IN
C
SCALE: 3/4" = 1'-0"
ELEVATION
SQ102
SCALE: 3/4" = 1'-0"
PLAN
C
SQ102
B
SCALE: 1/2" = 1'-0"
SECTION
SQ102
A
SCALE: 1/2" = 1'-0"
SECTION
SQ501
SQ501
W18x86
HP14x89
REQUIRED
AND FLANGE OF BEAM, AS
BETWEEN FLANGE OF PILE
WASHERS ON BOLTS
USE HDG SHIM(S)/
OBTAIN ELEVATION.
END OF PILE AND BEAM TO
PLACE BEARING PAD BETWEEN
FIELD DRILL HOLES
BOLTS EA. SIDE
INSTALL (2) 3/4" DIA.
PIPE CAP PER
W18x86
TYP. 3
PLATE 3/8"x4"xAS REQ'D
PLATE 1/2"x1'-6"x6"
6" LONG
PLATE 9" INT. RADIUS
TYP
3/16
TYP. 3
PLATE 3/8"x4"xAS REQ'D
1'-6"
EA. SIDE
THROUGH PLATE
1/2" DIA. BOLT
3/16
TYP
PLATE 1/2"x1'-6"x6"
6" LONG
PLATE 9" INT. RADIUS
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
BEARING PAD
PLACE 1/4" THICK
"4
3"
"8 3 "8
"4 32"2
" SNIPE4
"32 15 "2
3"
1" DIA. HOLE
"2
1'-0"
" x 2'-6" DIA.2
1PL
" BEARING PAD 2
" LLV4
1L4x6x
3/16
HSS 26x0.500
5/16
8"
" LLV4
1L4x6x
"2
"" x * DIA.2
1PL
LONG SLOTTED HOLE
" DIA. HDG BOLT8
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
STIFFERNER, 1/2" TYP. (SEE NOTES)
1/4 -
SCALE: 3"= 1'-0"
0 3" 6" 12"
" DIA. HOLE, TYP.4
1/4 -
W18x86
W18x86
4" 4"1'-0"
"x1'-0x1'-8"4
3PL
"x0-7"x1-0"2
1PL
1'-0"
W8x24 BRACE
1/4 -
"2 12"2
7"
"x0-6"4 1L4x4x
" DIA. STUD8
3/16 -
5"5"
TOP OF PILE
"x1'-6"x1'-0"2
1PL
STIFFENER
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
Q .d g n
SQ501
A N
S I F
M A
T T
H E
W D
H A
N S
O N P .E
:1
F A
C
IL
IT
Y D
IS
C H
A R
G E S
Y S
T E
M S
A
H E
N
IN
G E
R
M
IC
H A
E L P S
C H
O C
H P .E
D E
T A
IL
S
M S
C H
O C
H
R E
T U
R N T
O R
IV
E R S
T R
U C
T U
R E
/0
/2
W
N
R
B C
O E
S R
E V
IE
W
TYP.
TYP.
4. STIFFENERS USE 1/2" PLATE EXCEPT AT W18x86 TO W18x86 CONNECTION USE 1" PLATE
STRUCTURES
3. ALL STEEL MUST BE COATED IN SYSTEM NO. 5-E-Z, SPEC 09 97 02.00 25 PAINTING: HYDRAULIC
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001…
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