Clean Sol Package Drawings STRUCTURAL_AMDT 0003 Set 3 (SL-SN).pdf
PDF 18 MB Posted
- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This federal solicitation is for the Dexter Adult Fish Facility Upgrades project. The solicitation seeks contractors to improve, replace, and add major features to the Dexter Fish Facility to meet criteria from the National Marine Fisheries Service 2008 Biological Opinion and requirements of the Willamette Valley Project. The period of performance is from March 2023 to November 2026 with an estimated construction magnitude between $25-100 million. The solicitation is unrestricted and full and open with a 10% price evaluation preference for HUBZone businesses. The NAICS code is 237990 for other heavy and civil engineering construction with a $39.5 million small business size standard. The issuing agency is the U.S. Army Corps of Engineers Portland District.
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WATER SUPPLY VAULT (TYP)
FACILITY
TO SORTING
TO FISH LADDER
ACCESS PLATFORM
SK SERIES SHEETS)
FISH LADDER (SEE
CROWDER (SEE SHEET ML522)
SL SERIES SHEETS)
PRE-SORT POOL (SEE
(SEE ARCH. SHEETS)
PRE-SORT POOL SHADE STRUCTURE
MECH. SHEETS)
FISH FLUME (SEE
DRAWING PLOT SIZE: $BORDER$
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IDENTIFICATION
SHEET
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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: $$$DATE$$$$ $TIME
D
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(FINISHED GRADE NOT SHOWN FOR CLARITY)
N.T.S.
PRE-SORT POOL - ISOMETRIC VIEW
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K E
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L A
N
FLOOR DIFFUSER (TYP)
FALSE WEIR OPENING
(SEE SHEET ML501)
FINGER WEIR OPENING
ACCESS PLATFORM (SEE NOTE #3)
N B
E E
M H
E N
IN
G
E R
P
E
SHEET SL503, TYP)
FLOOR DIFFUSER (SEE
132'-0"
141'-2"
AND SECTIONS)
FOR PLATFORM ELEVATIONS
NOTE #3 AND SHEET SL201
ACCESS PLATFORM (SEE
/1
/2
W N
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A D
V E
R T
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(SEE SHEET SL502)
FALSE WEIR
DRAWING PLOT SIZE: $BORDER$
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IDENTIFICATION
SHEET
S C
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R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
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FLOWSORT FACILITY SIDE
FISH LADDER SIDE
FLO
W
FLOW
(ACCESS PLATFORM NOT SHOWN FOR CLARITY)
12"0 5' 10'
"= 1'-0"16
3SCALE:
LOCATIONS.
4. SEE MK SERIES DRAWINGS FOR PRE-SORT POOL MECHANICAL EQUIPMENT AND
CONDITION REPORT.
APPROVED BY GOVERNMENT PRIOR TO FABRICATION ACCORDING TO SPEC AND SITE
DESIGNED BY CONTRACTOR. STAMPED DRAWINGS AND CALCULATIONS MUST BE
3. ACCESS PLATFORM, STAIRS, AND RAILING SUPPORTS AND CONNECTIONS MUST BE
2. SEE S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
SL201
SCALE: 3/16" = 1'-0"
PRE-SORT POOL KEY PLAN
N.T.S
SECTION CUT THRU MIDDLE PLANE
PRE-SORT POOL ISOMETRIC VIEW
N.T.S
PRE-SORT POOL ISOMETRIC VIEW
SL503
A
SL201
B
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IN
E S
30'-6"25'-0"25'-0"25'-0"26'-6"
C/E JT C/E JT C/E JT C/E JT
IE. 665.82'
IE. 665.75' IE. 665.67' IE. 665.59' IE. 665.50' IE. 665.42'
C/E JT
5'-6"
7'-0"
"4
1'-4
"8
6'-6"
13'-0"
"8
5'-9 "8
5'-9
1'-6"
1'-0"
6'-6"
13'-0"
8'-8" SQ. (TYP)
11'-6"
8'-8" SQ. (TYP)
12'-6"
OPENING
WEIR
FINGER
OPENING
WEIR
FALSE
132'-0"
1'-6"
1'-0"
4'-0"4'-0"
8'-8"
8'-4"
11'-6"
8'-8"
8'-4"
1'-0"
6"
/1
/2
W N
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A D
V E
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(SEE SL503 SHEET)
FLOOR DIFFUSER PIT
5'-2"
5'-0"
DRAWING PLOT SIZE: $BORDER$
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IDENTIFICATION
SHEET
S C
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IP
T
IO
N M
A R
K D
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E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
FLOW
12"0 5'
"= 1'-0"4
1SCALE:
PIT 2
DIFFUSER
FLOOR
PIT 1
DIFFUSER
FLOOR
SORT AREA
% GRADE3
% GRADE3
EL. 677.50'
WSEL. 671.82
EL. 677.06'
EL. 670.49'
(SEE NOTE #3)
EL. VARIES
EL. 662.32' EL. 662.32'
EL. 662.32
LADDER
FISH
EL. 662.95'
EL. 660.32' EL. 660.32'
EL. 665.82
ELEVATIONS.
ELEVATION OF ROCK-BODY. SEE SHEETS CG302 AND CG303 FOR ROCK AND BACKFILL
COMPETENT ROCK. THE MASS CONCRETE THICKNESS WILL VARY DEPENDING ON THE
MASS CONCRETE TO BE UTILIZED BELOW EL 660.32 AND TO EXTEND 1'-0" INTO
3. THE PRE-SORT FOUNDATION REQUIRED TO BE PLACED ON EXISTING ROCK-BODY. THE
2. SEE S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
SCALE: 1/4" = 1'-0"
PRE-SORT POOL PLAN VIEW
B
D
C
A
A
SCALE: 1/4" = 1'-0"
SECTION
B
SCALE: 1/4" = 1'-0"
SECTION
C
SCALE: 1/4" = 1'-0"
SECTION
D
SCALE: 1/4" = 1'-0"
SECTION
SL501
1 SL501
SL501
SL501
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IN
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3'-0" 3'-0"
4'-0"
MIN. WALKWAY CLR
3'-0"
TOE KICK
GRATING
BY CONTRACTOR
STEEL MEMBER DESIGNED
BY CONTRACTOR
EDGE MEMBER DESIGNED
E Q
E
Q
SHEAR TAB
E Q
E
Q
4'-0"
TOE KICK
GRATING
SHEAR TAB
BY CONTRACTOR
STEEL MEMBER DESIGNED
DESIGNED BY CONTRACTOR
PLATE WITH ANCHORS
P L
A T
F O
R M
E L
E V
A T
IO
N
S
S E
C T
IO
N
S A
N D
D E
T A
IL
S
(ONE SIDE ONLY)
STAIRS ONLY
HANDRAIL ON "4
TOE KICK
GRATING
BY CONTRACTOR
GUARDRAIL DESIGNED
BY CONTRACTOR
STAIRS DESIGNED
BY CONTRACTOR
GUARDRAIL DESIGNED
DESIGNED BY CONTRACTOR
PLATE WITH ANCHORS
BY CONTRACTOR
EDGE MEMBER DESIGNED
BY CONTRACTOR
GUARDRAIL DESIGNED
DRAWING PLOT SIZE: $BORDER$
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C O
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IDENTIFICATION
SHEET
S C
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IP
T
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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
AND 05 52 00.00 25
GOVERNMENT PRIOR TO FABRICATION ACCORDING TO SPECIFICATIONS 05 51 00.00 25
BY CONTRACTOR. STAMPED DRAWINGS AND CALCULATIONS MUST BE APPROVED BY
3. ACCESS PLATFORM AND RAILING SUPPORTS AND CONNECTIONS MUST BE DESIGNED
2. SEE S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
TO 677.06')
(FROM 677.50'
EL. VARIES
EL. 673.57'
FLOOR DIFFUSER
PANEL IS PRESENT
MIN. WALKWAY CLR WHERE ELEC
NOTE: SUPPORT FRAME SPACING AS DESIGNED BY CONTRACTOR
EL. 673.57' EL. 673.57'
SCALE: 3"= 1'-0"
0 3" 6" 12" 12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'12"
SCALE: 1"= 1'-0"
6" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
NOTE: SUPPORT FRAME SPACING AS DESIGNED BY CONTRACTOR
SL101
A
SCALE: 1/2" = 1'-0"
SECTION
SCALE: 1" = 1'-0"
DETAIL
SCALE: 1" = 1'-0"
DETAIL
SL101
B
SCALE: 1 1/2" = 1'-0"
SECTION
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1' 12"
SCALE: 1"= 1'-0"
6" 0 1'
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
" CAULK2
1" X 2
" JOINT FILLER2
6" PVC WATERSTOP
AT END OF SLEEVE
" STYROFOAM SPACER2
1(SEE NOTE #3)
GREASE FILLED SLEEVE
"2
8" R (TYP)
6" 6"12 SPACES @ 12" = 12'-0"
(SEE DETAIL THIS SHEET)
" X 30" DOWEL (TYP)4
Ø1
(SEE DETAIL THIS SHEET)
6" PVC WATERSTOP
POUR LAYER
MASS CONC.
1'-1"
CENTERED ON C/E JT
STEEL DOWEL
" X 30" SMOOTH4
1Ø1
"8
(SEE SHEET SL502)
EMBEDDED BRAIL GUIDE
1'-6"
1'-1"
4'-0"
1'-1" 5" "2 12'- 5"
"2
5'-6"
"8
(T
Y P
9" (TYP)
5"
2"
1'-6"
9" 9"
3"
1'-0"
R
1' -0
R
2'-0"
Ø2" DRAIN PIPE
O P
E N
IN
G
5"
6"
" I.D.16
5" TO 16
3 " O.D.16
MECHANICAL SHEETS
APPROX. LOCATION, SEE
MECHANICAL WIRE ROPE.
2" DIAMETER CIP PIPE FOR
"� X 4" SST WELD STUDS @ 12" O.C.
3WITH
SHORT LEG FLUSH WITH CONCRETE
SST L4X3X1/4
"2
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IDENTIFICATION
SHEET
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M A
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T E O
U T
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IN
E S
D E
T A
IL
V
IE
W S
M
W
IL
H E
L M I
ROUNDNESS OF THE SLEEVE.
SPACER MUST BE WRAPPED ON DOWEL TO MAINTAIN
OF CONCRETE INTO THE SLEEVE. A FLEXIBLE
PLACED WITH REMOVABLE CAP TO PREVENT ENTRY
FILLED WITH GREASE, SLEEVES MUST BE INITIALLY
CARDBOARD OR POLYETHYLENE MATERIAL AND
" INTERIOR DIAMETER 2
13. SLEEVES MUST BE MADE OF 1
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS
NOTES:
WATER SIDE
SOIL SIDE
C O
N C
W A
L L
EL. 677.08'
EL. 670.49'
EL. 668.38'
EL. 671.28'
EL. 671.90'
A D
V E
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IS
E H
E N
IN
G E
R ,P
E
SL102
SCALE: 3/4" = 1'-0"
DETAIL
SL102
SCALE: 3/4" = 1'-0"
DETAIL
SL102
" = 1'-0"2
1SCALE: 1
DETAIL
SCALE: N.T.S
TYPICAL DOWEL DETAIL
SCALE: 3/8" = 1'-0"
EXPANSION JOINT DETAIL
TYPICAL CONSTRUCTION
SCALE: N.T.S
TYPICAL 6" PVC WATERSTOP DETAIL
SL102
SCALE: 1" = 1'-0"
DETAIL
N.T.S.
TYPICAL 6" PVC WATERSTOP DETAIL
T E
D A
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D A
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D A
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IN
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D
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M I
"2
3"
"8
STUD. (TYP)
" x 4" SST WELD8 3Ø
"16
"16
"4
STUD. (TYP)
" x 4" SST WELD8 3Ø
45°
"8
"2
"16 9 R
"16 9 R
WELD STUD (TYP)
" LG SST THREADED 4
3" x 8
3Ø
2"
"8
T Y
P
4"
S
P A
C E
S
"8
"8
9" 9"
STUD. (TYP)
" x 4" SST WELD8 3Ø
3" "8
4 "4
2 "8
4 3"
3"
H E
N
IN
G E
R
P E
P R
E -S
O R
T P
O O
L S
T R
U C
T U
R E
/1
/2
W N
R
A D
V E
R T
IS
E
R
"8 3R
"8 3R
R
9"
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
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IC
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A
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N N
O
F
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N B
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C K
D B
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D E
S
IG
N E
D B
Y
D A
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F
IL
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U M
B E
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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'
SCALE: 3"= 1'-0"
0 3" 6" 12"
TYP.
3/16
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
GENERAL NOTES ON SHEET S-001.
5. SST BOLTS MUST MEET ASTM STANDARDS AS SEEN IN STRUCTURAL
STANDARDS OF ASTM A240 OR A276.
4. ALL MATERIAL THIS SHEET IS STAINLESS STEEL (SST) TYPE 304 MEETING
3. SEE DETAIL 3 ON SHEET SL102 FOR INSTALLATION NOTES AND LOCATION.
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
FRONT SIDE
SIDEFRONT
FRONTSIDE
3/16
TOP FRONT
SIDE
SCALE: 1" = 1'-0"
BRAIL GUIDE ELEVATION VIEWS
N.T.S
BRAIL GUIDE ISOMETRIC VIEWS
SCALE: 6" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
DETAIL
SCALE: 6" = 1'-0"
DETAIL
A
SCALE: 6" = 1'-0"
SECTION
A
(T
Y P
(T
Y P
SUPPLY PIPE
(PARTIALLY SHOWN)
SST GRATING
(PARTIALLY SHOWN)
PERFORATED PLATE
L4X4X
7'-8" SQ. (OPEN AREA)
8'-8" SQ.
8'-4" SQ.
2'-0" MAX SPACING
CONC ANCHORS @
1 SS WITH 4
1L2X2X
8'-8" SQ.
8'-4" SQ.
8'-4" SQ.
7'-8" SQ. (OPEN AREA)
L4X4X
2'-0" MAX SPACING
CONC ANCHORS @
SS WITH 2
L4X4X
" CLR4
2"
4" OC" CLR SPACING. CROSS BARS @ 8
ITH W
STAINLESS STEEL PROFILE BARS OR WEDGE WIRE
WELD STUDS ON 18" MAX SPACING
" X 4" STAINLESS8
DIFFUSER WITH
AROUND PERIMETER OF FLOOR
STAINLESS STEEL ANGLE4
L2X2X
18" MAX SPACING
CONC ANCHORS @
1 SS WITH 4
1L2X2X
SUPPORT ANGLE
DIFFUSER2
L4X4X
3'-0" C-C SPACING
6" FROM EDGE, MAX
" SS CONC ANCHOR,2
2.25" (40.3%) 2.875" (24.7%)
PERF PLATE
" THICK SS8
60°
THIS SHEET)
(SEE DETAIL 2
" PERF. PLATE8
.2
(4
.3
.8
(2
.7
" SPACING8
POROSITY 24.7%
1'-10"4'-0"1'-10"
8'-4" SQ.
" SPACING4
POROSITY 40.3%
12"
SCALE: 1"= 1'-0"
6" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
MIDDLE SUPPORT
L4X4X
" X 5" PLATE8
5" X 18
NUTS AND WASHERS
" SS BOLTS,2
1HOLES FOR
1"
1"
0'-4"
0'-4"
7'-8"
0'-4"0'-4"
0'-4"
0'-4"
7'-8"
0'-4" 0'-4"7'-8"
5'-2"
SL101
D
C
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S O
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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
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
SPAN
GRATING
EL. 662.32'
8'-4".
8. THE NOMINAL SIZE OF EACH PERFORATED PLATE IS 8'-4" x
MUST BE 3 INCHES.
7. MINIMUM EMBEDMENT LENGTH OF CONCRETE ANCHORS
APPROVED EQUAL.
TYPE ANCHORS MEETING STANDARDS OF ESR-1917 OR
6. ALL CONCRETE ANCHORS ARE POST INSTALLED SST STUD
A240.
ARE TYPE 304L MEETING STANDARDS OF ASTM A273 OR
5. ALL STAINLESS STEEL (SST) ANGLES, BARS, AND PLATES
POOL.
INSTALLED IN THE 2 DIFFUSER PITS IN THE PRESORT
4. THE PERFORATED PLATES AND SUPPORTS MUST BE
THE 2 DIFFUSER PITS IN THE PRE-SORT POOL.
3. GRATING SUPPORT ANGLE FRAMES MUST BE INSTALLED IN
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND
NOTES:
D
IF
F U
S E
R P
IT
H E
N
IN
G E
R P .E
P R
E -S
O R
T P
O O
L S
T R
U C
T U
R E
D X
F .1
S
L .d g n
A D
V E
R T
IS
E
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
D E
D E
X T
E R D
A M A
N D R
E S
E R
V O
IR
A N
S I F
SL503
M A
T T
H E
W D
H A
N S
O N P .E
:1
C A
R L M
H A
R R
IS
P .E
N B
E E
M
/1
/2
W
N
R
A
B
SCALE: 1" = 1'-0"
DIFFUSER PIT - TRANSVERSE SECTION
A
SCALE: 1" = 1'-0"
DIFFUSER PIT - PLAN VIEW
B
SCALE: 1" = 1'-0"
SECTION - PLAN VIEW
SCALE: 3" = 1'-0"
DETAIL
SCALE: 6" = 1'-0"
FOR 24.7% AND 40.3% POROSITY
PERF PLATE HOLE PATTERN
B
SCALE: 1" = 1'-0"
PERFORATED PLATE
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
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
/1
/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
L .d g n
A N
S I F
SL701
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
P R
E -S
O R
T P
O O
L S
T R
U C
T U
R E
12"0 5'
"= 1'-0"4
1SCALE:
N
B E
E M
H E
N
IN
G E
R
13'-0"
"4 11'-4
10'-0" (TYP) 1'-6" (TYP)
10'-0"1'-6" 1'-6"
8'-8"
8'-4"
EL. 677.10'
EL. 662.32'
EL. 660.32'
EL. 660.32'
EL. 665.44' (APPROX)
CONCRETE OUTLINE CONCRETE OUTLINE
CONCRETE OUTLINE CONCRETE OUTLINE
EL. 660.32'
SEE NOTE #1 & 2
SEE NOTE #1 & 2
1'-0" 1'-0"
1'-6" 1'-6"
V A
R
IE
S
M
IN
C O
N C
R E
T E O
U T
L
IN
E
REINFORCEMENT BARS
SEE SHEET SL702 FOR
REINFORCEMENT BARS
SEE SHEET SL702 FOR
REINFORCEMENT BARS
SEE SHEET SL702 FOR
REINFORCEMENT BARS
SEE SHEET SL702 FOR
T/BRAIL EL. 671.28'
V A
R
IE
S
M
IN
"8 75'-9
.8
V A
R
IE
S
M
IN
V A
R
IE
S
M
IN
.8
8'-0"
T/WEIR EL 670.49
THICKNESS WILL VARY DEPENDING ON THE ELEVATION OF THE ROCK-BODY.
EXTEND 1'-0" INTO THE COMPETENT ROCK. THE MASS CONCRETE
ROCK-BODY. MASS CONCRETE TO BE UTILIZED BELOW EL600.32 AND TO
2. THE PRE-SORT FOUNDATION REQUIRED TO BE PLACED ON EXISTING
TREATMENT.
1. REFER TO SPEC SECTION 03 31 01.00 25 FOR CONSTRUCTION JOINT
NOTES:
APPROXIMATE ROCK-BODY ELEV. APPROXIMATE ROCK-BODY ELEV. APPROXIMATE ROCK-BODY ELEV.
APPROXIMATE ROCK-BODY ELEV.APPROXIMATE ROCK-BODY ELEV.APPROX. ROCK-BODY ELEV.
A D
V E
R T
IS
E
A
SCALE: 1/4" = 1'-0"
SECTION
E
SCALE: 1/4" = 1'-0"
SECTION
SL702
C
D
A
B
SCALE: 1/4" = 1'-0"
SECTION
D
SCALE: 1/4" = 1'-0"
SECTION
B
SCALE: 1/4" = 1'-0"
PRE-SORT POOL PLAN
E
SL702
3"
3"
#6 @ 6" = 5'-0" #6 @ 6" = 5'-0"
"8
"8
#9 @ 12" (TYP)
#6 @ 6", #4 @ 6"
#6 @ 6", #4 @ 6"
#5 @ 12"
#7 @ 6" OC
#7 @ 6"
8'-8"
#4 @ 12" (TYP)
EACH WAY)
#9 @ 12" (TYP-
#4 @ 6" (TYP)
#7 @ 6"
#5 @ 12"
#7 @ 12" OC
EACH WAY)
#9 @ 12" (TYP-
BOTTOM
TOP AND
EACH WAY,
#9 @ 18" (TYP)
"16 7#6 @ 6" = 12'-6
9"
9"
6"
6"
C L
R
T Y
P
2" CLR (TYP)
" (TYP)2
WATERSTOP
6" PVC
JOINT FILLER
" PREFORMED2
2" NOM. (TYP)
1 1/2" CAULK
CENTERED ON JOINT
6" PVC WATERSTOP
JOINT FILLER
" THICK2
CENTERED ON JOINT
STEEL DOWELS
TO END OF SLEEVE
STYROFOAM SPACER"2
6"
TO PIPE TOP AND BOT MAT
3" NOMINAL CLEARANCE
#6 HOOP BAR WITH
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
" CAULK2
NOTE #3)
DOWEL. SEE
SMOOTH STEEL
SLEEVE FOR THE
(TYP)
#5 @ 12" = 3'-0"
L A
P L
E N
G T
H
T Y
P
VERTICAL WALL REINF
DOWELS TO MATCH
EA SIDE
@ C/E JOINTS
#7 @ 12" OC
BOTH SIDES
#9 FULL LENGTH,
#4 @ 12"
(TYP)
#5 @ 12" = 3'-0"
ABOUT C
SYMMETRICAL
REINF. LAYOUT IS
INTO MASS CONCRETE
TO EXTEND
EVERY OTHER DOWEL
WALL REINF,
DOWELS TO MATCH
VERTICAL WALL REINF
DOWELS TO MATCH
TYPICAL WALL REINF
WALL REINF SPACING
#4 TO MATCH HORIZONTAL
#6 @ 12" OC EACH WAY
@ 12" OC
#5 CORNER BARS
DET. A THIS SHEET
WALL REINF. PER
#4 @ 6" OC
BRAIL GUIDE PER SL502
DET. A THIS SHEET
WALL REINF. PER
D E
V L E
N G
H
" CLR (TYP)4
12" TO 2
REINFORCEMENT
TYPICAL FOUNDATION
#7 @ 12"
" (TYP)2
" (TYP)2
6"
#7 U @ 6" OC
1'-6"
9"
6"
N O
M
6" NOM.DOWELS @ 12" SPCG = 12'-0"
" X 30" SMOOTH STEEL4
3" CLR
8'-4"
SHOWN FOR CLARITY)
(NOT ALL FEATURES
WATER SUPPLY PIPE
TOP AND BOT (TYP)
#7 BARS @ 6" OC EW
EXTEND INTO MASS CONCRETE
EVERY OTHER DOWEL TO
WALL REINF.
DOWELS TO MATCH VERT.
EXTEND INTO MASS CONCRETE
EVERY OTHER DOWEL TO
WALL REINF.
DOWELS TO MATCH VERT.
MASS CONCRETE
TO EXTEND INTO
EVERY OTHER DOWEL
VERT. WALL REINF.
DOWELS TO MATCH
MASS CONCRETE
TO EXTEND INTO
EVERY OTHER DOWEL
VERT. WALL REINF.
DOWELS TO MATCH
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
EL. 660.32'
SEE NOTE #1 & 2
EL. 677.10'
EL. 662.32'
EL. 660.32'
SEE NOTE #1 & 2
EL. 665.44'
(APPROX)
EL. 660.32'
SEE NOTE #1 & 2
EL. 660.32'
SEE NOTE #1 & 2
WATER SIDE
SOIL SIDE
WATER SIDE
SOIL SIDE
DOWEL TO MAINTAIN ROUNDNESS OF THE SLEEVE.
CONCRETE INTO THE SLEEVE. A FLEXIBLE SPACER MUST BE WRAPPED ON
INITIALLY PLACED WITH REMOVABLE CAP TO PREVENT ENTRY OF
OR POLYETHYLENE MATERIAL AND FILLED WITH GREASE. SLEEVES MUST BE
" COVER AROUND THE DOWEL MADE OF CARDBOARD 2
3. SLEEVES MUST HAVE
DEPENDING ON ELEVATION OF ROCK-BODY.
ROCK-BODY. THE FIRST CONCRETE POUR VARIES IN THICKNESS
2. THE PRE-SORT FOUNDATION IS REQUIRED TO BE PLACED ON EXISTING
TREATMENT.
1. REFER TO SPEC SECTION 03 31 01.00 25 FOR CONSTRUCTION JOINT
NOTES:
P R
E -S
O R
T P
O O
L S
T R
U C
T U
R E
R E
IN
F O
R C
E M
E N
T D
E T
A
IL
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
/1
/2
A D
U L T F
IS
H F
A C
IL
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Y U
P G
R A
D E
W
N
R
D E
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
L .d g n
SL702
A N
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
N
B E
E M
H E
N
IN
G E
R P
E
L
CL
A D
V E
R T
IS
E
SL701
A
SCALE: 3/8" = 1'-0"
SECTION
SL701
D
SCALE: 3/8" = 1'-0"
SECTION
SL701
C
SCALE: 3/8" = 1'-0"
SECTION
SL701
E
SCALE: 3/8" = 1'-0"
SECTION
X
SCALE: 3/4" = 1'-0"
SECTION
Y
SCALE: 3/4" = 1'-0"
SECTION
SL701
SCALE: 1/2" = 1'-0"
DIFFUSER FLOOR REINFORCEMENT PLAN
N
N
SCALE: 3/4" = 1'-0"
SECTION
SL701
B
SCALE: 3/8" = 1'-0"
SECTION @ JOINT
Y
X
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
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/1
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U
L T
F
IS
H F
A C
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Y U
P G
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D E
W N
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E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S M
.d g n
A N
S I
F
SM901
M A
T T
H E
W D
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A N
S E
N
P .E
:1
C A
R L
M H
A R
R
IS
P
O
R T
IN
G
F A
C
IL
IT
Y
IS
O
M E
T R
IC
V
IE
W
A D
V E
R T
IS
E
N B
E E
M H
E N
IN
G
E R
P
E
SORT AREA SHADE STRUCTURE
FISH FLUME
SORTING STRUCTURE CONCRETE SLAB
SORTING AREA
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
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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
(FINISHED GRADE NOT SHOWN FOR CLARITY)
SORTING FACILITY - ISOMETRIC VIEW
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
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/1
/2
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
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X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S M
.d g n
A N
S I
F
SM101
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
R T
IN
G
F A
C
IL
IT
Y
C O
N C
R E
T E
S L
A B
P L
A N
V
IE
W
34'-0"
17'-0"6'-0"3'-3"3'-3"4'-6"
N B
E E
M H
E N
IN
G
E R
P
E
EL. 662.00'
EL. 661.99'
EL. 662.00' EL. 662.00'
EL. 662.00' EL. 662.00'
EL. 662.00'
EL. 662.00'
EL. 662.00'
EL. 662.00'
EL. 661.99'
C/E JT
C/E JT
C/E JT
C/E JT
C/E JT
C/E JT
(SEE NOTE #10)
" WATERLINE4
IE. 661.50'
'-1
9'-9"
4' -6
"32
5'-2
IE. 661.43' IE. 661.33'
IE. 661.28'
EL. 662.00'
EL. 661.93'
FLOW LINE
(SEE NOTE #8)
24" X 24" CATCH BASIN
"16
3'-3
"16
7'-2
(TYP, SEE NOTE #12)
#7 BARS @ 12" EW
6" THICK CONRETE SLAB
6" SLAB
TRENCH DRAIN LINER
GRATING
" WELDED @ 16" CTRS.8
" X 2
L3" X 1
" W/4
" X 2
" X 12
GALVANIZED L1
" PJF (TYP) 2
#4 BARS CONT.
#4 BARS @ 12" O.C.
CRUSHED ROCK
COMPACTED
18" EMBED @ 12" O.C.
#4 BARS WITH
SEE ARCHITECTURAL PLANS
FOR FOOTING PLACEMENT,
AT END OF SLEEVE
" STYROFOAM SPACER2
(SEE NOTE #3)
GREASE FILLED SLEEVE
A D
V E
R T
IS
E
1" SAWCUT
@ 12" OC CENTERED ON C/E JT
CENTERED
#6 @ 12" EACH WAY
C/E JT
THRUST BLOCK D BELOW FOOTING. SEE NOTE 13.
6" MIN
2"
6"1'-0"6"
C
L R
E M
B E
D M
E N
T
M
IN
(S E
E F
L O
W L
IN
E
E L
E V
V
A R
IE
S
STOP 3" TO EACH SIDE = 6" TOTAL
ONLY 50% OF REINFORCEMENT TO CROSS JOINT,
" 3
CONCRETE SLAB
GRANULAR MATERIAL
COMPACTED NATIVE SOIL
35'-11"
4'-0"
35'-11"
(TYP)
3" CLR
DRAWING PLOT SIZE: $BORDER$
D
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C O
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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
SLOPE
SLOPE SLOPE
S L
O P
E
SLOPE
3/16
TYP
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
THRUST BLOCK AND FOOTING.
13. THRUST BLOCK D IS BELOW FOOTING. CONTRACTOR IS TO DESIGN FILL BETWEEN
12. REBAR TO BE LOCATED AT THE CENTER OF THE SLAB.
STRUCTURAL NOTES IN THESE PLANS.
11. FOR ALL CONCRETE AND REINFORCEMENT REQUIREMENTS, REFER TO THE GENERAL
MECHANICAL ROOM, 3 FEET ABOVE THE FLOOR.
ALSO BE INSTALLED TO CONTROL FLOW AND BE LOCATED ALONG THE WALL OF THE
LOCATED AT MID-HEIGHT OF THE TRENCH DEPTH AND MUST BE POINTED DOWN IN THE
HEAD OF THE TRENCH DRAIN AS SHOWN ON THE PLANS. THE OUTLET MUST BE
SYSTEM. THE PIPE MUST BE INSTALLED BELOW THE SLAB WITH THE OUTLET AT THE
" WATER PIPE (COPPER OR PVC) MUST BE INSTALLED TO SERVE AS A FLUSHING 4
10. A Ø
1% SLOPE.
ELEVATIONS SHOWN IN THE TRENCH DRAIN AND DRAIN ARE FLOW LINE ELEVATIONS @
GRADES ARE INTENDED TO FLOW TO THE TRENCH DRAIN AT A 0.5% SLOPE. ALL
9. ALL ELEVATIONS SHOWN ON THE SLAB ARE FOR THE TOP OF CONCRETE. ALL FINISHED
2-4 GALLONS AND MUST BE DESIGNED TO BE EASILY REMOVED TO ALLOW DISPOSAL.
SOLIDS, TO BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS. THE SIZE MUST BE
8. THE CONTRACTOR MUST PROVIDE A STRAINER DEVICE, USED FOR COLLECTING
MANUFACTURER OR A MINIMUM LOAD OF 200 PSI.
MADE OF GALVANIZED STEEL, 18-36" LONG, 12" WIDE, 1" DEEP AND RATED BY THE
7. ALL GRATINGS FOR THE TRENCH DRAIN AND CATCH BASIN MUST BE BAR OR SLOTTED,
CATCH BASIN MATERIAL MUST BE CORROSION RESISTANT.
6. ALL JOINTS AND INTERSECTIONS MUST BE WATER TIGHT. ALL TRENCH DRAIN AND
BASED ON REVIEW AND APPROVAL BY THE GOVERNMENT.
5. THE LOCATION OF THE TRENCH DRAIN MAY BE ADJUSTED FOR FIT AND DRAINAGE
DONE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
CONSTRUCTION AND INSTALLATION OF ANY PRE-MANUFACTURED SYSTEMS MUST BE
SEALANTS AND GRATING SYSTEMS FOR GOVERNMENT REVIEW AND APPROVAL. ALL
CATCH BASINS, FORMS, FORMWORK HANGERS, INLET AND OUTLET HARDWARE,
SUBMIT A LAYOUT SHOWING ANY PRE-MANUFACTURED CHANNEL SYSTEMS AND
SHOWN ON THE PLANS WITH FINISH FLOOR ELEVATIONS. THE CONTRACTOR MUST
4. THE LAYOUT OF THE TRENCH DRAIN SYSTEM, CATCH BASIN AND WATER SUPPLY IS
SPACER MUST BE WRAPPED ON DOWEL TO MAINTAIN ROUNDNESS OF THE SLEEVE.
REMOVABLE CAP TO PREVENT ENTRY OF CONCRETE INTO THE SLEEVE. A FLEXIBLE
MATERIAL AND FILLED WITH GREASE. SLEEVES MUST BE INITIALLY PLACED WITH
" INTERIOR DIAMETER CARDBOARD OR POLYETHYLENE 2
3. SLEEVES MUST BE MADE OF 1
2. SEE S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
SCALE: 1/2" = 1'-0"
SLAB PLAN VIEW - SORTING STRUCTURE
A
B
A
" = 1'-0"2
1SCALE: 1
TRENCH DRAIN DETAIL
B
" = 1'-0"2
1SCALE: 1
C/E JOINT AND DOWEL DETAIL - TYPICAL
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
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A
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P S
O F
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IN
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R S
P O
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P O
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D
IS
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/1
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U
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D A
M A
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S E
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D X
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.1
S N
.d g n
A N
S I
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SN901
M A
T T
H E
W D
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S O
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P .E
:1
C A
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M H
A R
R
IS
P
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-S O
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M E
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IE
W
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M H
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IN
G
E R
P
E
SEE ARCH. DRAWINGS
MECHANICAL AND ELECTRICAL BUILDING
POST-SORT POOLS
SEE ARCH. DRAWINGS
MAINTENANCE AND OFFICE BUILDING
(EXISTING)
ASPHALT POND
SEE SO DRAWINGS
HOPPER CRANE FRAME STRUCTURE
SEE MECH. DRAWINGS
FISH HOPPER
SEE SQ DRAWINGS
RETURN TO RIVER STRUCTURE
SEE SM DRAWINGS
SORT AREA
DRAWING PLOT SIZE: $BORDER$
D
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F
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B M
IT
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B Y
P L
O T
S C
A L
E P
L O
T D
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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
(FINISHED GRADE NOT SHOWN FOR CLARITY)
N.T.S.
ISOMETRIC VIEW
POST-SORT POOL SOUTHEAST
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
LADDER TIE-OFF
POST, TYP. SEE SN505
CROWDER RAIL SUPPORT
LADDER TIE-OFF
(SEE SHEET SN501)
18" FLOOR DIFFUSER,TYP.
SEE SN504 (TYP)
LADDER TIE-OFF,
SUPPLY PIPE, TYP.
SEE SN504 (TYP)
LADDER TIE-OFF,
SEE NOTE 6
TYP. SN502
FRAME
DIFFUSER
END WALL
SEE SN503
DRAIN CHANNEL COVER
(SEE SO SERIES FOR CRANE FRAME)
HOPPER CRANE FRAME FOUNDATION
CRANE FRAME)
(SEE SO SERIES FOR HOPPER
FOUNDATION FOR STAIRS
HOPPER CRANE FRAME)
FRAME, TYP. (SEE SO SERIES FOR
PEDESTAL FOR HOPPER CRANE
SEE SN503
SUPPORT ANGLE, TYP.
CHANNEL COVER
SEE SN503
SUPPORT, TYP.
CHANNEL COVER
5'-0" 5'-0"
SN506 (TYP)
WALKWAY PER
U .S
A
R M
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O R
P S
O F
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IN
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P O
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L A
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D
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T R
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PORTLAND DISTRICT
A D
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N
IN
G E
R
P E
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K E
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L A
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N B
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M
/1
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W N
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V E
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IS
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DRAWING PLOT SIZE: $BORDER$
D
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D B
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S
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D A
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F
IL
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B Y
P L
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C O
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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:
DRAIN PIPE.
6. SEE SHEET CIVIL STORM DRAIN SHEETS FOR INFORMATION REGARDING THE 30" CONCRETE
5. SEE MECHANICAL MN SERIES DRAWINGS FOR MECHANICAL EQUIPMENT AND LOCATIONS.
4. STAFF GAGES ARE TO BE INSTALLED IN THE POOLS. SEE SHEET S-501 FOR LOCATION.
3. METAL DETAILS ON THIS SHEET ARE SIMILAR FOR ALL POOLS.
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS
NOTES:
12345
DRAIN
CHANNEL
FLOW
SEE SN102 (TYP)
HOPPER PIT,
(DRAIN CHANNEL COVER PARTIALLY SHOWN FOR CLARITY)
SN501
SN504
SN504
SN502
B
SN505
A
SN505
SCALE: 1/4" = 1'-0"
POST-SORT POOL KEY PLAN
SN503
SN504
SCALE: N.T.S.
POST-SORT POOL - ISOMETRIC VIEW
SN506
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
C/E JT
C/E JT C/E JT
32'-0"17'-0"32'-0"
C/E JT
1'-6"
FLOOR DIFFUSER (TYP)
EL. 651.58'
EL. 651.08'
DRAIN PIPE IE. 650.08'
% SLOPE3
1BEGIN
MAT FOUNDATION
% SLOPE3
1BEGIN
EL. 658.83'
TOP OF SLAB
EL. 658.00'
PIT (TYP)
FLOOR DIFFUSER
C/E JT
FOUNDATION
MAT
21'-0"11'-9"1'-6"10'-3"1'-6"7'-8"
EL. 659.00'
TOP OF SLAB
21'-0"11'-9"13'-3"7'-8"
C/E JOINT
SLOPE
%3
BEGIN
(TYP)
CONC. WALKWAY
3'-6"2'-0"
4'-0"
1'-6"
1'-0"
3'-0"
1'-0"
3'-0"3'-0"3'-0"3'-0"
T Y
P
PEDESTAL (TYP)
COLUMN
DRAWINGS)
COLUMN (SEE SO SERIES
HOPPER CRANE FRAME
T Y
P
81'-0"
" (TYP)4
3'-5
(TYP)
1'-6"
9'-6"
1'-6"
WEIR BOARD GUIDE
PERF. PLATE GUIDE
WALKWAY
REINFORCED CONCRETE
CONCRETE FILL
UNREINFORCED
(BEYOND)
HOPPER PIT
3'-0"1'-0"
DRAWINGS
SEE CIVIL
DRAWINGS
SEE CIVIL
PERF. PLATE GUIDE
STD. CENTERED IN
SST THROUGH PIPE 1
3'-8"
PIPE IE. 652.25'
1'-0" 1'-0" 1'-0"
(TYP)
10'-0"
13'-0" 13'-0" 13'-0" 13'-0"
87'-0"42'-0"
13'-0"
MAT FOUNDATION
A D
V E
R T
IS
E
N B
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M H
E N
IN
G
E R
P
E
U .S
A
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O F
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G
IN
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P O
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PORTLAND DISTRICT
/1
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D A
M A
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M A
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:1
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M H
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IS
P
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P O
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-S O
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P O
O L
S
P L
A N
A N
D E
L E
V A
T
IO
N V
IE
W
S C
O N
C R
E T
E O
U T
L
IN
E
DRAWING PLOT SIZE: $BORDER$
D
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A
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S O
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B Y
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S C
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C O
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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
5' 0 5' 10'
"= 1'-0"
1SCALE:
DRAIN
CHANNELFLOW
30" CONCRETE DRAIN PIPE.
4. SEE SHEET CIVIL STORM DRAIN SHEETS FOR INFORMATION REGARDING THE
CONTRACTION/EXPANSION JOINTS (C/E JT).
3. SEE SHEET SN103 FOR DETAIL INFORMATION REGARDING
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
12345
PIT, TYP
HOPPER
EL. 648.67'
EL. 662.67'
EL. 658.33'
EL. 658.00'
EL. 642.50'
EL. 648.67'
EL. 657.25'
EL. 651.67'
% SLOPE3
PIT
HOPPER
WS EL. 657.67'
EL. 651.67'
EL. 648.67'
EL. 662.67'
EL. 648.67'
EL. 658.33'
EL. 657.25'
CHANNEL
DRAIN CHANNEL
DRAIN
% SLOPE3
% SLOPE3
EL. 641.00'
EL. 641.00'
EL. VARIES
SCALE: 1/4" = 1'-0"
POST-SORT POOLS PLAN VIEW
A
SCALE: 1/4" = 1'-0"
SECTION
B
SCALE: 1/4" = 1'-0"
SECTION
SN201
A
B
SN201
E
SN201
D
SN201
F
SN201
C/E JT
WATERSTOP (TYP)
C/E JT
C/E JT
WATERSTOP (TYP)
C/E JT C/E JT
DETAIL THIS SHEET)
WATERSTOP (TYP, SEE
8" R (TYP)
DOWEL DETAIL THIS SHEET)
" I.D.16
5" TO 16
3 " O.D.16
6"
AT END OF SLEEVE
" STYROFOAM SPACER2
(SEE NOTE #8)
GREASE FILLED SLEEVE
6" PVC WATERSTOP
JOINT FILLER
" PREFORMED2
V A
R
IE
S
V A
R
IE
S
" TO 2" DEEP CAULK2
C/E JT
DOWEL DETAIL THIS SHEET)
12"0 5' 10'
"= 1'-0"16
3SCALE:
32'-0"17'-0"32'-0"
9" (TYP)
(T
Y P
12" O.C. (TYP)
" 9"
8" R (TYP)
12"0 5'
"= 1'-0"4
1SCALE:
WALKWAY (TYP)
6" CONCRETE SLAB
WALKWAY (TYP)
6" CONCRETE SLAB
WALKWAY (TYP)
6" CONCRETE SLAB
87'-0"
CONCRETE (TYP)
UNREINFORCED
C/E JT
CONCRETE (TYP)
UNREINFORCED
HOPPER PIT
(BEYOND)
POOL FLOOR
1'-3"
(SEE DOWEL DETAIL THIS SHEET)
8" R (TYP)
9"
WATERSTOP (TYP)
WATERSTOP
PEDESTAL (TYP)
COLUMN
DETAILS THIS SHEET
WATERSTOP, SEE
6"
6"
1 1
WIRE ROPE
CIP PIPE FOR MECHANICAL
BUMPER RAIL
D
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D A
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F
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S
IZ
E
S U
B M
IT
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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
/2
/2
FLOW
CHANNEL
DRAIN
(STEEL DOWELS NOT SHOWN FOR CLARITY)
12345
EL. 662.67'
EL. 648.67'
EL. 648.67'
EL. 658.33'
EL. 662.67'
EL. 648.67'
EL. 658.83'
CHANNEL
DRAIN
SLOPE
EL. 658.96'
SPACER MUST BE WRAPPED ON DOWEL TO MAINTAIN ROUNDNESS OF THE SLEEVE.
REMOVABLE CAP TO PREVENT ENTRY OF CONCRETE INTO THE SLEEVE. A FLEXIBLE
MATERIAL AND FILLED WITH GREASE. SLEEVES MUST BE INITIALLY PLACED WITH
" INTERIOR DIAMETER CARDBOARD OR POLYETHYLENE 2
18. SLEEVES MSUT BE MADE OF 1
TO FIT THROUGH THE MATERIAL.
7. CUT HOLES IN THE PREFORMED JOINT FILLER JUST LARGE ENOUGH FOR THE DOWELS
THE WATERSTOP MAY VARY SLIGHTLY UPON WRITTEN APPROVAL.
6. SEE DETAIL ON THIS SHEET FOR DIMENSIONS OF THE 6" WATERSTOP. DIMENSIONS OF
5. THE PVC WATERSTOPS MUST BE INSTALLED WITHOUT ANY SPLICES.
FOR ASTM D 1751 OR D 1752.
CONTINUOUS SUBMERGENCE. PREFORMED JOINT FILLER MUST MEET REQUIREMENTS
4. SEALANT CAULK MUST MEET REQUIREMENTS OF ASTM C920, TYPE 1 USAGE FOR
3. SMOOTH DOWELS MUST BE ASTM A36 STEEL.
2. SEE S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
1% SLOPE
EL. 662.67'
EL. 641.00'
EL. 648.67'
EL. 651.67'
EL. 641.00'
/1
/2
W
N
R
U .S
A R
M Y C
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P S O
F E
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IN
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P O
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E G
O N
P O
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L A
N D D
IS
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D U
L T F
IS
H F
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D E
D E
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
N .d g n
A N
S I F
SN103
M A
T T
H E
W D
H A
N S
O N P .E
:1
C A
R L M
H A
R R
IS
P .E
P O
S T -S
O R
T P
O O
L S
P L
A N E
L E
V A
T
IO
N
A N
D D
E T
A
IL
V
IE
W S
C O
N T
R A
C T
IO
N /E
X P
A N
S
IO
N J
O
IN
T
N
B E
E M
H E
N
IN
G E
R P
E
M .D .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
D E
C
SCALE: 3/16" = 1'-0"
JOINT - KEY PLAN
A
SCALE: 1/4" = 1'-0"
SECTION
B
N.T.S.
TYPICAL 6" PVC WATERSTOP DETAIL
N.T.S.
TYPICAL DOWEL DETAIL
N.T.S.
TYPICAL 6" PVC WATERSTOP DETAIL
B
SCALE: 1/4" = 1'-0"
SECTION
C
C
SCALE: 1/4" = 1'-0"
SECTION
A
SN507
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
PIPE, IE. 658.45' (TYP)
6" CONCRETE SLAB
13'-0"
4'-0"
13'-0" 4'-0"
13'-0" 4'-0"
13'-0" 4'-0"
13'-0"
IE. 652.25' (TYP)
PIPE, IE. 658.45' (TYP)
SUPPLY PIPE
1'-6" (TYP)
10'-0" (TYP) 1'-6" (TYP)
4'-0" 3'-0" 1'-0"
EL. 658.00'
EL. 657.25'
FRAME
CROWDER EXTENSION
1'-6"
1'-10" "
9'-9"10'-6"6'-6"17'-0"10'-6"6'-6"10'-6"6'-6"3'-3"
1'-6"
EMBED STEEL ANGLE
1'-6" (TYP)
7'-0" (TYP)
1'-6" (TYP)
(TYP)
DRAWINGS
SEE CIVIL
(TYP)
DRAWINGS
SEE CIVIL
(TYP)
DRAWINGS
SEE CIVIL
"4
4'-8 "2
3'-6 "4
4'-8 4'-0" "4
4'-8 "2
3'-6 "4
4'-8 4'-0" "4
4'-8 "2
3'-6 "4
4'-8 4'-0" "4
4'-8 "2
3'-6 "4
4'-8 4'-0" "4
4'-8 "2
3'-6 "4
4'-8
81'-0"
CONCRETE
UNREINFORCED
CONCRETE
UNREINFORCED
CONCRETE
UNREINFORCED
6" WALKWAY
POST SORT POOL WALL
JOINT FILLER
1/2" PERFORMED
N B
E E
M H
E N
IN
G
E R
P
E
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
PORTLAND DISTRICT
A D
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E
D E
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S N
.d g n
A N
S I
F
SN201
M A
T T
H E
W D
H
A N
S O
N
P .E
:1
C A
R L
M H
A R
R
IS
P
.E
P O
S T
-S O
R T
P O
O L
S
C O
N C
R E
T E
O U
T L
IN
E
E L
E V
A T
IO
N
V
IE
W S
/1
/2
W N
R
1'-6"
A D
V E
R T
IS
E
(PER CIVIL)
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:
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS
NOTES:
EL. 662.67'
EL. 648.67'
EL. 650.83'
EL. 641.00'
EL. 658.83'
EL. 650.08'
(TYP)
EL. 662.67'
EL. 641.00'
EL. 651.67'
EL. 642.50'
EL. 648.67'
1 2 3 4 5
5 4 3 12
1 2 3 54
EL. 648.67'
EL. 658.33'
EL. 662.67'
VARIES
C H
A N
N E
L
D R
A
IN
EL. 658.33'
EL. 662.67'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
EL. 648.67'
EL. 648.67'
EL. 651.63'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
IE 652.60'
SN102
D
SCALE: 1/4" = 1'-0"
SECTION
SN102
E
SCALE: 1/4" = 1'-0"
SECTION
SN102
F
SCALE: 1/4" = 1'-0"
SECTION
SN102
SCALE: 3/4" = 1'-0"
DETAIL
SN102
C
SCALE: 1/4" = 1'-0"
SECTION
X
X
DETAIL
60° (TYP)
" O .C . (T
Y P
HOLES (TYP)
", THRU 4
3Ø
SCALE: 12"= 1'-0"
0 1" 2" 3"
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 3"= 1'-0"
0 3" 6" 12"
SST ANGLE
" 8 32" x 2" x
"8
" SST ANGLE8
32" x 2" x
" PERF PLATE8
(NEAR SIDE) AND NUT
" SST BOLT W/WASHER2
1Ø
3" 3"
3"
ANCHOR (TYP)
" SST CONCRETE2
1Ø
PATTERN THIS SHEET).
PERFORATED PLATE HOLE
(PARTIALLY SHOWN) (SEE
" PERF PLATE 8
317.5" x 17.5" x
THRU, (TYP)
" 16 9Ø
" R (TYP)4
4" (TYP)
CLIPS EACH SIDE.
ATTACH GRATING W/(3) SADDLE
" CENTERS (TYPE 7-P-4),16
BARS ON
(PARTIALLY SHOWN) WITH BEARING
" SST GRATING PANEL4
" x 116
(T
Y P
1'-10"
SST WELD STUDS
SST ANGLES
SST GRATING CORNERS
ROUNDING ON "8
" TO 16
" SST ANGLE4
1" x 2" x 2
" CLEARANCE4
5°
WELD STUD
" SST 4
1" x Ø8
NUT (TYP)
ANGLE (TYP)
" (TYP)8
3APPROX
"2
9" "2
(A
P P
R O
X
"4
" x 8" FORMED PLATE4
1" R
" THRU (TYP)16
Ø
1'-0"
"4 32 2"
3"
SST ANGLES
(TYP, SEE NOTE 5)
" SST CONCRETE ANCHOR2
1Ø
SUPPLY PIPE
Ø6" WATER
SST WELD STUDS
(SEE DETAIL THIS SHEET)
SST GRATING PANEL AND SUPPORTS
DEPTH. (TYP)
ANCHOR, 3" MIN EMBEDMENT
" SST CONCRETE 2
1Ø
(SEE DETAIL THIS SHEET)
DEFLECTOR
SMALL BOX FLOW
(SEE DETAIL THIS SHEET)
PERF PLATE AND SUPPORTS
3"
P
L A
T E
T Y
P
" R4
" R4
68°
"2 11 "2
11"
8"
"4 11"4
1'-0"
" CENTERS (TYPE 7-P-4)16
7BARS ON
(PARTIALLY SHOWN) WITH BEARING
" SST GRATING PANEL4
11" x16
FOUR CORNERS
CJP, TYP ALL
NUT (TYP)
SST WELD
"2
SEE NOTE 5
SST WASHER
ANCHOR WITH
CONCRETE
" SST2
1Ø
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
N .d g n
A N
S I F
SN501
M A
T T
H E
W D
H A
N S
O N P .E
:1
C A
R L M
H A
R R
IS
P .E
P O
S T -S
O R
T P
O O
L
D
IF
F U
S E
R P
IT
D
E T
A
IL
S
TYP
H E
N
IN
G E
R ,P
E
/1
/2
W
N
R
3/16
TYP
3/16
9. SEE ANTI-GALLING NOTE 8.4 ON SHEET S-001.
CAN BE VARIED SLIGHTLY, WITH APPROVAL FOR BETTER FIT.
". SIZE 2
"x172
8. THE NOMINAL SIZE OF EACH PERFORATED PLATE IS 17
" AND CONTINUOUS.16
FILLET WELDS MUST BE
7. BOX FLOW DEFLECTOR ARE TO BE ALL WELDED FABRICATION.
GENERAL NOTES ON SHEET S-001.
6. SST BOLTS MUST MEET ASTM STANDARDS AS SEEN IN STRUCTURAL
MUST BE 3.25 INCHES.
APPROVED AND CURRENT ESR. MINIMUM EMBEDMENT LENGTH
5. ALL CONCRETE ANCHORS ARE POST INSTALLED SST TYPE WITH AN
STEEL (SST) TYPE 304 MEETING STANDARDS OF ASTM A240 OR A276.
4. ALL ANGLES, BARS, AND PLATES ON THIS SHEET ARE STAINLESS
IN EACH OF THE 5 DIFFUSER PITS IN THE POST-SORT POOLS.
3. METAL WORK SHOWN IN SECTION A THIS SHEET MUST BE INSTALLED
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS
NOTES:
3/16
TYP
3/8
3/16
TYP
3/8
A D
V E
R T
IS
E M
W
IL
H E
L M I
SCALE: 12" = 1'-0"
PERFORATED PLATE HOLE PATTERN
G
F
SCALE: 6" = 1'-0"
SECTION
E
SCALE: 6" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
SST PERF PLATE AND SUPPORTS
E
F
D
D
SCALE: 6" = 1'-0"
SECTION
G
SCALE: 12" = 1'-0"
SECTION
SCALE: 12" = 1'-0"
WELD DETAIL
TYPICAL NUT
C
SCALE: 3" = 1'-0"
SECTION
B
SCALE: 3" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
SST GRATING PANEL AND SUPPORTS
C
B
SCALE: 3" = 1'-0"
ELEVATION VIEWS
SMALL BOX DEFLECTOR
SCALE: 3" = 1'-0"
ISOMETRIC VIEW
SMALL BOX DEFLECTOR
SCALE: 3" = 1'-0"
CROSS SECTION
18" DIFFUSER PIT TYPICAL
SN101
A
SCALE: 3" = 1'-0"
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1' 12"
SCALE: 1"= 1'-0"
6" 0 1'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
(T
Y P
(TYP)
SUPPORT POST
GRATING PANEL
ANGLE (TYP)
SUPPORT
HORIZONTAL
Ø6" STEEL WATER SUPPLY PIPE
ANGLE (TYP)
SUPPORT
HORIZONTAL
SHOW)
(PARTIALLY
PERF. PLATE
3/8" THICK SS
SUPPORT POST (TYP)
GRATING PANEL
SUPPORT POST (TYP)
PERF. PLATE
HOPPER PIT
EMBEDED INTO EDGE OF
" SST ANGLE 8
33" x 3" x
" CENTERS (TYPE 7-P-4)16
7BARS ON
(PARTIALLY SHOWN) WITH BEARING
" SST GRATING PANEL4
1" x 116
1"
" CLR (TYP)8
10" TO
AND NUT
W/WASHERS
" SST BOLT2
Ø
SUPPORT ANGLE
HORIZONTAL
SUPPORT POST
PERFORATED PLATE
(TYP)
PERF. PLATE
(TYP)
PERF. PLATE
SCREW (TYP)
" SST SET 16
5Ø
SST (TYP)25C4 x 7.
PANEL
SST GRATING
" (TYP)4
3"
"2
"8
6"
(T
Y P
ANCHOR (TYP)
CONCRETE
" SST 2
1�
" (TYP)8
R
MACHINED SLOT (TYP)
BASE PLATE
" THICK 8
"2 12'-11
" (TYP)4
"2
3"
"4
BASE PLATE
" THICK 8
ANCHOR (SEE NOTE 5)
" SST CONCRETE 2
Ø
SST ANGLE
"4
2" x 3" x
3/16
" CLEAR (NOM.)4
" CLEAR (NOM.)4
" (TYP)2
SST ANGLE
"8
3" x 3" x
SCREW (TYP)
" SST SET16
5Ø
(TYP)
PERF. PLATE
SST ANGLE
"8 33" x 3" x
SUPPORT POST (TYP)
GRATING PANEL
HOPPER PIT WALL
" THICK BAR8
WASHER (FAR SIDE) WITH NUT
WASHER (NEAR SIDE) AND
" SST BOLT W/BEVELED 2
1Ø
SST ANGLE
"8 33" x 3" x
C4 x 7.25 SST (TYP)
" SST TUBE (HSS)4
15" x 4" x
SHOWN)
(PARTIALLY
PANEL
SST GRATING
2"
1SST ANGLE
"8 33" x 3" x
SST (TYP)
C4 x 7.25
NOTE 5)
ANCHOR (SEE
CONCRETE
" SST 2
Ø
11"
"2
15 " (TYP)4
11 " (T
Y P
"2
DEPTH (TYP)
EMBEDMENT
ANCHOR 3" MIN
CONCRETE
" SST2
1Ø
BASE PLATE
" THICK 8
C4 x 7.25 SST (TYP)
" SST TUBE (HSS)4
15" x 4" x
FLOOR AT CL LOCATION
DRILL 1" DRAIN HOLE NEAR
5/16
5/16
3/16
3/16
SUPPORT POST (TYP)
PERF. PLATE
S
P A
C E
S
SST ANGLE
"8 33" x 3" x
SST ANGLE
"8 33" x 3" x
PIT WALL
HOPPER
SST WELD STUD
" 4 1" x Ø8
S
P A
C E
S
HOPPER PIT
EMBEDDED INTO EDGE OF
" SST ANGLE 8
33" x 3" x
WASHER (NEAR SIDE) WITH NUT
WASHER (FAR SIDE) AND
2'-6"2'-6"2'-6"2'-6"
SST ANGLE (TYP)
"8
3" x 3" x
" (TYP)2
3/16
(T
Y P
(TYPE 7-P-4)
" CENTERS16
7BARS ON
ORIENTATED BEARING
WITH HORIZONTALLY
PANEL (PARTIALLY SHOWN)
" SST GRATING 4
1" x 116
MECH. DWGS
GAUGE PER
(PARTIALLY SHOWN)
SS PERF. PLATE
" THICK 8
3'-4" 3'-4" 3'-4"
3/16
" SST ANGLE8
33"x3"x
3/16 3" 3""8 31'-6 "8
31'-6 1'-8" 1'-8" "8 31'-6 "8
31'-6
"4 3 "2
12'-117"2'-9"7""2 12'-11 "4
" SNIPE4
3/16
3/16
SEE SN505
DEFLECTOR
FLOW
SST SUPPORT ANGLESST ANGLE
(TYP)
SUPPORT COLUMN
PERFORATED PANEL
SCREW (TYP)
" SST SET 16
Ø
" CLEAR (NOM.) 8
3" TO 4
" CHAMFER4
D
C
A
B
S O
L
IC
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A T
IO
N N
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F
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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
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
TYP
TYP
C O
N C
A N
C H
O R S
P A
C
IN
G
S E
T S
C R
E W S
P A
C
IN
G
EL. 651.67'
EL. 651.67'
EL. 651.67'
TYP
TYP
STEEL SURFACE.
11. SURFACE ROUNDNESS OF MACHINED SLOT MUST BE SIMILAR TO TYPICAL
10. SEE SHEET SN503 FOR DEFLECTOR DETAILS.
REFERENCE OF PATTERN.
PLATE. SEE PERFORATED PLATE HOLE PATTERN ON SN501 FOR VISUAL
" THICK SS 8
9. PERFORATED PLATES SHOWN HERE MUST BE MADE OUT OF
USED UNDER EACH NUT FOR BOLTS AND CONCRETE ANCHORS.
8. ALL FASTENERS MUST BE STAINLESS STEEL. LOCK WASHERS MUST BE
MUST BE VERTICALLY ORIENTATED.
WELDED LUGS PER MANUFACTURER STANDARD METHOD. BEARING BARS
7. ATTACH GRATING TO THE VERTICAL STEEL SUPPORT CHANNELS USING
NOTES ON SHEET S-001.
6. SST BOLTS MUST BE ASTM STANDARDS AS SEEN IN STRUCTURAL GENERAL
LENGTH MUST BE 3.25 INCHES.
HAVE AN APPROVED AND CURRENT ESR REPORT. MINIMUM EMBEDMENT
5. ALL CONCRETE ANCHORS ARE POST INSTALLED SST STUD TYPE AND MUST
TYPE 304 MEETING STANDARDS OF ASTM A240 OR A276.
4. ALL ANGLES, BARS, AND PLATES THIS SHEET ARE STAINLESS STEEL (SST)
POOL.
WILL BE INSTALLED IN EACH OF THE 5 DIFFUSER PITS OF THE POST-SORT
3. METAL WORK SHOWN IN END WALL DIFFUSER PLAN VIEW ON THIS SHEET
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
TYP
A D
V E
R T
IS
E
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
/1
/2
A D
U L T F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W
N
R
D E
X T
E R D
A M A
N D R
E S
E R
V O
IR
D X
F .1
S
N .d g n
A N
S I F
SN502
M A
T T
H E
W D
H A
N S
O N P .E
:1
C A
R L M
H A
R R
IS
P .E
P O
S T -S
O R
T P
O O
L S
E N
D W
A L L D
IF
F U
S E
R D
E T
A
IL
S
H E
N
IN
G E
R ,P
E M
W
IL
H E
L M I
SCALE: 3/4" = 1'-0"
PLAN VIEW
END WALL DIFFUSER
A
SCALE: 1" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
DETAIL
SCALE: 6" = 1'-0"
DETAIL
A
E
F
D
D
SCALE: 6" = 1'-0"
SECTION
" = 1'-0"2
1SCALE: 1
END VIEW
L
SCALE: 1" = 1'-0"
SECTION
G
SCALE: 1" = 1'-0"
SECTION
F
SCALE: 6" = 1'-0"
SECTION
SCALE: 1 1/2" = 1'-0"
DETAIL
G
SCALE: 3" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
DETAIL
H
SCALE: 1" = 1'-0"
SECTION
H
J
L
K
SCALE: 3/4" = 1'-0"
DETAIL
C
C
SCALE: 1 1/2" = 1'-0"
SECTION
I
SCALE: 1" = 1'-0"
SECTION
K
SCALE: 3" = 1'-0"
SECTION
I
E
SCALE: 6" = 1'-0"
SECTION
J
SCALE: 3" = 1'-0"
SECTION
SN101
B
SCALE: 3/4" = 1'-0"
.D
.H
ANGLE (TYP)
"8 3L3" x 3" x
C4 x 7.25 CHANNEL (TYP)
C4 x 7.25 CHANNEL (TYP)
(TYP)
BEVEL WASHER
HDG STEEL
(TYP)
EMBEDMENT DEPTH
ANCHOR, 3.25" MIN
" HDG CONCRETE 2
1�
1"
C4 x 7.25 CHANNEL (TYP)
(TYP)
EMBEDMENT DEPTH
ANCHOR, 3.25" MIN
" HDG CONCRETE 2
1�
ANGLE (TYP)
" 8 3L3" x 3" x
" THICK8
ANGLE (TYP)
"8 3L3" x 3" x
2'-4"
4"4"
"8 71'-7"4
31'-5"8 71'-7
"8 71"8
" THICK STIFFENER (TYP)8
"2 18'-9
6" "2 132'-8"2'-8"2'-8"
2"2"
EMBEDMENT DEPTH (TYP)
ANCHOR, 3" MIN
HDG CONCRETE2
1�
"2 17'-2 "4
314'-11
"4 12'-
"4 314'-11 8'-7" 4'-7" 8'-7" 4'-7" "2
12'-2
"4
"4 11'-101'-11"1'-11""8
51'-11"8 71'-11
12345
GRATING (TYP)
20'-0"20'-0"20'-0"19'-5"
2'-0" (CONCRETE ANCHOR SPACING, TYP)
2'-4"
ANGLE (TYP)
" 8 3L3" x 3" x
ANGLE (TYP)
" 8
3L3" x 3" x
ANGLE (TYP)
" 8
3L3" x 3" x
ANGLE (TYP)
" 8
3L3" x 3" x
ANGLE (TYP)
" 8
3L3" x 3" x C4 x 7.25 CHANNEL (TYP)
"2 17'-4 "2
115'-3 "2 115'-3 "2
18'-9 "2 14'-9 "2
18'-9 "2 14'-9
" (TYP)2
11'-8
1'-11"
(T
Y P
" (TYP)2
S
N
IP
E
"8 712'-1"4
31'-5"8 71'-7
"8 71"8
71 "4 34'-5 3'-6" 3'-6" 3'-6"
EMBEDMENT DEPTH (TYP)
ANCHOR, 3" MIN
HDG CONCRETE2
1�
ANGLE (TYP)
" 8
3L3" x 3" x
"2 18'-9
6" "2
ANGLE (TYP)
" 8
3L3" x 3" x
EMBEDMENT DEPTH (TYP)
ANCHOR, 3" MIN
HDG CONCRETE2
1�
ANGLE (TYP)
" 8
3L3" x 3" x
ALIGN WITH CONTROL JOINT
6" "8 51'-9 "8
51'-96""8 31'-8"8
31'-8
ALIGN WITH CONTROL JOINT
"4 34'-5 2'-10 2'-10 6" 6" 1'-10 1'-10
"4 34'-4"8
17'-9"4 31'-5"8
71'-7
"8 71 "8
782'-0""4 34'-5
"8 74'-2"4
31'-5"8 71'-7
"4 310'-10
U .S
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IDENTIFICATION
SHEET
S C
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A R
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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: 6"= 1'-0"
0 1" 2" 3" 6"
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'-0"4
3SCALE:
12" 6" 0 1' 2'
GRATING SUPPORTS AND CHANNELS
(CROWDER RAIL SUPPORT POSTS NOT SHOWN FOR CLARITY)
12"0 5' "= 1'-0"4
1SCALE:
BOTTOM OF GRATING
EL. 658.33'
TYPICAL ANCHOR DETAILTYPICAL STIFFENER DETAIL
3/16
TYP
G R
A T
IN
G
L E
N G
T H
GRATING SPACING
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G P
IP
E
O P
E N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
P
IP
E O
P E
N
IN
G
DRAIN CHANNEL
2"
2"
8"
8"
BARS.
5. GRATING MUST BE GALVANIZED STEEL WITH 2" HEIGHT AND 3/16" BEARING
MUST BE 3.25 INCHES.
APPROVED AND CURRENT ESR REPORT. MINIMUM EMBEDMENT DEPTH
4. ALL CONCRETE ANCHORS ARE POST INSTALLED HDG AND MUST HAVE AN
MATERIAL.
ATTACHED TO THESE ANGLES AND CHANNELS MUST BE MATCHING
WITH THE STEEL MEETING STANDARDS OF ASTM A36. STIFFENERS
3. ALL ANGLES AND CHANNELS ON THIS SHEET MUST BE GALVANIZED STEEL
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
& F
DTL 4
3/4"=1'-0"
D
SCALE: 1" = 1'-0"
SECTION
G
SCALE: 6" = 1'-0"
SECTION
SN101
SCALE: 1/4" = 1'-0"
POST-SORT POOLS DRAIN CHANNEL COVER KEY PLAN
SCALE: 1/4" = 1'-0"
COVER SUPPORT KEY PLAN
POST-SORT POOLS DRAIN CHANNEL
E
SCALE: 3" = 1'-0"
SECTION
F
SCALE: 3" = 1'-0"
SECTION
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
DETAIL (TYP 2)
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 1" = 1'-0"
DETAIL
G
D -
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"
DETAIL
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2' 12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
WELD STUD (TYP)
" SST4
" x Ø8
SHEET, TYP)
DETAIL THIS
GUIDE (SEE
END SCREEN
P A
C
P A
C E
S
CONC. WALL
(SEE DETAIL THIS SHEET)
WEIR BOARD GUIDE
WALL (TYP)
TOP OF CONC.
C
H A
M
(SEE DETAIL THIS SHEET)
LADDER TIE-OFF
45°
"2 19 "2
195 SPACES @ 1'-8" = 8'-4"
1"
" SST BAR4
3/16
1/8
3/16
2"
" (TYP)8
3"2
WELD STUD (TYP)
" SST 8
3" x Ø8
3/16
S
P A
C E
S
STUD (TYP)
SST WELD
" 8 3" x Ø8
9'-11" PIT WALL
HOPPER
PIT WALL
HOPPER
" ROD4
3Ø
THK. (TYP)
"8
3PLATE
2" (TYP)
3"
3"
S
P A
C E
S
GUIDE (TYP)
END SCREEN
1"
DETAIL THIS SHEET, TYP)
INTO EDGE OF HOPPER PIT (SEE
" SST ANGLE EMBEDDED8
33"X3"X
WELD STUD (TYP)
" SST 4
1"X Ø8
WELD STUD (TYP)
" SST 4
1"X Ø8
WELD STUD (TYP)
" SST 4
1"X Ø8
1"
DETAIL THIS SHEET, TYP)
INTO EDGE OF HOPPER PIT (SEE
" SST ANGLE EMBEDDED8
33"X3"X
GUIDE (TYP)
END SCREEN
SST ANGLE
" 16 53"X3"X
SST PLATE
" 16 53"X3"X
WELD STUD (TYP)
" SST 8
" CHAMFER4
"2
" CHAMFER (BEHIND END SCREEN)4
5"
"16
1"R
"16 5 R
(ONE SIDE ONLY).
SEE MECHANICAL SHEETS.
WIRE ROPE. APPROX. LOCATION,
(ONE SIDE ONLY).
SEE MECHANICAL SHEETS.
WIRE ROPE. APPROX. LOCATION,
"16
"16
"16
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D B
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P L
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C A
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O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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US Army Corps
/2
/2
EL. 642.50'
EL. 651.67'
")16
5(INSIDE RADIUS BENDS ARE
C O
N C
R E
T E
(T O M
A T
")16
5(INSIDE RADIUS BENDS ARE
TYP
G
EL. 662.67'
HOPPER PIT
EL. 648.67'
STRUCTURAL GENERAL NOTES ON SHEET S-001.
6. SST BOLTS MUST BE ASTM STANDARDS AS SEEN IN
BE 3.25 INCHES.
CURRENT ESR. MINIMUM EMBEDMENT LENGTH MUST
STUD TYPE AND MUST HAVE AN APPROVED AND
5. ALL CONCRETE ANCHORS ARE POST INSTALLED SST
A276.
TYPE 304 MEETING STANDARDS OF ASTM A240 OR
THE LADDER TIE-OFFS ARE STAINLESS STEEL (SST)
THE GUIDES, THE EMBEDDED EDGE OF ANGLES, AND
4. ALL ANGLES, BARS, AND PLATES ON THIS SHEET FOR
POST-SORT POOL.
INSTALLED IN EACH OF THE 5 DIFFUSER PITS OF THE
3. METAL WORK SHOWN ON THIS SHEET WILL BE
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
AND ABBREVIATIONS.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS
NOTES:
U .S
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NOTE: WELDED STUD HIDDEN FOR CLARITY
SN101
SCALE: 3/4" = 1'-0"
DETAIL
SN101
SCALE: 3/4" = 1'-0"
DETAIL
SN101
SCALE: 1" = 1'-0"
DETAIL
A
SCALE: 1/2" = 1'-0"
SECTION
N
SCALE: 3" = 1'-0"
SECTION
SCALE: 1 1/2" = 1'-0"
LADDER TIE-OFF
M
SCALE: 3" = 1'-0"
SECTION
SCALE: 3/4" = 1'-0"
WEIR BOARD GUIDE
H
SCALE: 3" = 1'-0"
SECTION
B
SCALE: 3" = 1'-0"
SECTION
J
SCALE: 3" = 1'-0"
SECTION
SCALE: 1/2" = 1'-0"
END SCREEN GUIDE
SCALE: 3/4" = 1'-0"
EMBEDDED SST ANGLE
L
SCALE: 1 1/2" = 1'-0"
SECTION
SCALE: 3" = 1'-0"
DETAIL
K
SCALE: 3" = 1'-0"
SECTION
H
B
J
L
A
K
M
N
C
C
SCALE: 3" = 1'-0"
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
P
L A
T E
T Y
P
3/16
9"
"2
NUT (TYP)
W/WASHERS AND
" HDG BOLT 8
Ø
" (TYP)4
(T
Y P
/8" PLATE5
" STEEL TUBE4
4" x 4" x
3/16
(T
Y P
9"
"2
" (TYP)2
" (TYP)2
DEPTH (TYP)
EMBEDMENT
ANCHOR, 3.25" MIN
CONCRETE
" HDG 2
Ø
" PLATE2
3/16
"2
"2
3/16
"2 18'-1
W 6 x 20
STEEL TUBE
"4
4" x 4" x
2"
A C
C E
S S H
O L E
T Y
P
M A
X S
IZ
E W
E L
D
"2
" x 28
PLATE
1/4
10"
5"
" (TYP)4
R
NOTE 5, TYP)
ANCHOR ( SEE
CONCRETE
" HDG2
Ø
" PLATE2
1/4
2"
THIS SHEET)
BEAM (SEE DETAIL
W 6 x 20 SUPPORT
8"
THIS SHEET)
(SEE DETAIL
SUPPORT POST
" 4
4" x 4" x
1'-6"
9"
SUPPORT
CROWDER RAIL
WALL
TOP OF POOL
RAIL SUPPORT
AT CROWDER
OMIT CHAMFER
PIPE (TYP)
SUPPLY
�6" WATER
SHEET)
(SEE DETAIL THIS
DEFLECTOR
LARGE BOX
PIT WALL
HOPPER
"2 11 1'-3" "2
2'-0"
"2 11'-9 "4
11"4
1" (TYP)2
"2 1R1
"2 1R
"4
1'-6"
2"
(A
P P
R O
X
"2 1R1
3"
"4
68°
ANCHOR (TYP, SEE NOTE 5)
" SST CONCRETE 2
ANCHOR, (TYP, SEE NOTE 5)
" SST CONCRETE 2
1�
"2
"2 1R
GRATING
GRATING
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 3"= 1'-0"
0 3" 6" 12" 12"
SCALE: 1"= 1'-0"
6" 0 1' 12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
D
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IDENTIFICATION
SHEET
1 2 3 4 5 6
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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
EL. 651.67'
TYP
TYP
TYP
TYP
TYP
EDGE
EXCEPT TOP
EL. 662.67'
EL. 662.67'
EL. 658.33'
#5 MUST USE THE CONCRETE WALL AS SUPPORT.
8. NINE STEEL CROWDER SUPPORTS ARE NEEDED. THE WEST END OF POOL
NOTES ON SHEET S-001.
7. SST BOLTS MUST BE ASTM STANDARDS AS SEEN IN STRUCTURAL GENERAL
ESR REPORT. MINIMUM EMBEDMENT LENGTH MUST BE 3.25 INCHES.
INSTALLED HDG STUD TYPE AND MUST HAVE AN APPROVED AND CURRENT
6. ALL CONCRETE ANCHORS ON DETAILS D, H, F, G, E, I, 1, AND 2 ARE POST
REPORT. MINIMUM EMBEDMENT LENGTH MUST BE 3.25 INCHES.
SST STUD TYPE AND MUST HAVE AN APPROVED AND CURRENT ESR
5.1 ALL CONCRETE ANCHORS ON DETAILS A, B, AND C ARE POST INSTALLED
" AND CONTINUOUS.16
FILLET WELDS WILL BE
5. LARGE BOX FLOW DEFLECTORS ARE TO BE ALL WELDED FABRICATION.
(SST) MEETING STANDARDS OF ASTM A240 OR A276.
4. LARGE BOX DEFLECTORS MUST BE FABRICATED OF STAINLESS STEEL
INSTALLED IN EACH OF THE 5 POST-SORT POOLS.
3. LARGE BOX FLOW DEFLECTOR SHOWN IN SECTION A THIS SHEET WILL BE
2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
1. SEE SHEET G-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
NOTES:
CJP
N
B E
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E B
O X D
E F
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C R
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SN101
A
SCALE: 3/4" = 1'-0"
SECTION
C
ELEVATION VIEWS
ISOMETRIC VIEW
B
SCAL…
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