Plans (Volume 2, Amendment 0003).pdf
PDF 9 MB Posted
- Attached to
- Bluestone Dam Safety Assurance Phase 5 Federal contract opportunity
- Solicitation number
- W9123719B0001
About this file
This solicitation package describes a firm-fixed price construction contract for Phase 5 of the Bluestone Dam Safety Assurance Project. The work includes dewatering, excavation, demolition, anchor installation, tunneling, and construction of a permanent divider wall to modify the stilling basin in two halves while allowing continued flows through half of the primary spillway. Interested offerors must be registered in SAM and plan accordingly prior to submitting a sealed paper bid response by the anticipated date of October 4, 2019. The contract will be awarded to the lowest priced bidder found responsive and responsible. The estimated value is between $250,000 and $500,000. The supporting agency is the US Army Corps of Engineers Huntington District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract of Offers.pdf | ||
| W9123719B0001 0004.pdf | ||
| A.03.09 Drawing B-701 (Amendment 0004).pdf | ||
| Plans (Volume 3, Amendment 0003).pdf | ||
| Questions and Answers.pdf | ||
| W9123719B0001 0003.pdf | ||
| Plans (Volume 1, Amendment 0003).pdf | ||
| W9123719B0001_0002.pdf | ||
| Presentation_Slides.pdf | ||
| Preliminary_Materials_and_Concrete_Mixture_Proportioning_Report.pdf | ||
| Sign-In_Sheet.pdf | ||
| W9123719B0001_0001.pdf | ||
| Brand_Name_Justification.pdf | ||
| W9123719B0001.pdf | ||
| Plans_(Volume_2).pdf | ||
| Plans_(Volume_3).pdf | ||
| Directions_for_Pre-Bid_Site_Visit.pdf | ||
| Plans_(Volume_1).pdf |
Show all 18
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Enclosure No. 9
16'-3"16'-0"16'-0"16'-0"16'-0"
"2 110 "2
82'-5"
SHEET SR-503
TRENCH SEE
FOR FLOOR
JOINT TYP.
ISOLATION
OPENINGS / DOORS.
FOR BLOCKING AROUND
W/ ARCHITECTURAL SHEETS
CMU BLOCK. COORDINATE
4'-0" TALL PERIMETER
LOCATION
BRACING
PORTAL FRAME
DESIGNATED
SEE AA-202
METAL DOOR
INSULATED
SEE AA-202
METAL DOOR
INSULATED
LOCATION
BRACING
DESIGNATED
LOCATION
BRACING
DESIGNATED
LOCATION
BRACING
DESIGNATED
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
0 0
IP
P
W P :d m s \S
R -1
.d g n
H E
D X J J
K
.0
:1
/1 /2 g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb
-N
O V -2
:3
H
IN
T O
N
W V
/2
/2
U
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N T
IN
G T
O N
W E
S T V
IR
G
IA
N E
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
P H
A S
E S
T
IL
L
IN
G B
A S
IN
A B C D E F
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SCALE: ‚"=1'-0"
ANCHOR BOLTS ARE PROVIDED TO OBTAIN THE REQUIRED ANCHOR EMBEDMENT.
W/ LEVELING NUTS AND GROUT PAD. ENSURE ADEQUATE LENGTHS OF
BOTTOM OF BASE PLATES SHALL BE LOCATED 1.5 INCHES ABOVE F.F.L.
PRE-ENGINEERED COLUMN BASES SHALL BE DESIGNED AS PINNED ONLY.4.
TO ARCHITECTURAL SHEETS FOR PARTITION DETAILS.
SECTIONS AND FOOTINGS AND PIER SCHEDULE ON SR-500. REFER
FOOTINGS AND PIERS ARE INDICATED W/ ON PLAN. REFER TO3.
S R -1
.d g n
SR-100
FOUNDATION AND SLAB PLAN
MAINTENANCE BUILDING - HIGH BAY
COMPACTED CAPILLARY WATER BARRIER BELOW.
CONCRETE SLAB SHALL BE 12" THICK WITH A 6" THICK2.
IN NOTES RELATE TO FINSH FLOOR ELEVATION.
OR MINUS DIMENSIONS INDICATED ON PLAN OR REFERENCED
FINISH FLOOR ELEVATION SHALL BE (DATUM 0.0) ALL PLUS1.
M A
IN
T E
N A
N C
E B
U
IL
D
IN
G H
IG
H B
A Y
F O
U N
D A
T
IO
N A
N D S
L A
B P
L A
N
C P
W
J J
K
SR-500
A
SR-500
B
SR-503
C
B R
E E
Z E
W A
Y
L
B
E
T
NOTES:
TO ENSURE EXACT SETTING LOCATIONS PRIOR TO CASTING-IN-PLACE.
LOCATIONS. CONTRACTOR SHALL COORDINATE W/ PEMB MANUFACTURER
ANCHOR BOLT PLANS FOR REFERENCE, SHOWING EXPECTED ANCHOR BOLT
SETTING LOCATIONS W/ PEMB MANUFACTURER. SEE S-1002 FOR PARTIAL
COORDINATE BASE PLATE (SPECIFIED W/ GROUT), ANCHOR BOLT DIA. AND6.
WITH MIN, 16" EMBEDMENT.
BUILDING COLUMNS AND LATERAL BRACING SHALL BE ASTM F1554
CONTRACTING OFFICER. ANCHOR BOLTS FOR PRE-ENGINEERED METAL
PLANS AND SHALL NOT BE RELOCATED UNLESS APPROVED BY THE
LOCATIONS OF LATERAL WIND BRACING HAVE BEEN INDICATED ON THE5.
CTJ
CTJ
CTJ
CTJ
CTJ
CTJ
CTJ CTJ
CTJ
CTJ
CTJ
CTJ
CTJ
CTJ
R E
V
IN
A
C C
O R
D
W
IT
H A
M E
N D
M E
N T
/0
/1
C
P W
"2 119'-8
"2 1 "2
119'-8 "2
A
P P
R O
X
A
P P
R O
X
HIGH BAY BUILDING
CMU BLOCK
8" REINFORCED
" TYP.2
#5 @ 12" C/C E.W.
6" VAPOR BARRIER
#5 @ 12" C/C E.W.
EDGE OF ADMIN. BUILDING
BUILDING
EDGE OF HIGH BAY
SEE CIVIL DRAWINGS
EDGE OF SIDE WALK
SEE CIVIL DRAWINGS
EDGE OF SIDE WALK
SHEET)
(SEE ARCH.
BUILDING
ADMINISTRATIVE
CMU BLOCK
12" REINFORCED
JOINT
•" ISOLATION JOINT
•" ISOLATION
HIGH BAY BUILDING
CMU BLOCK
8" REINFORCED
BUILDING ( SEE ARCH. SHEET)
BLOCK ADMINISTRATIVE
12" REINFORCED CMU
P
P R
O X
D O
O
C A
T
IO
N
P R
O X
P R
O X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
0 0
IP
P
W P :d m s \S
R -1
.d g n
H E
D X J J
K
.0
:1
/1 /2 g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb
-N
O V -2
A N A
N D E
L E
V A
T
IO
N
H
IN
T O
N
W V
/2
/2
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
P H
A S
E S
T
IL
L
IN
G B
A S
IN
SCALE: …"=1'-0"
SCALE: …"=1'-0"
TYPICAL SECTION
BREEZEWAY SLAB ON GRADE
PLAN
S R -1
.d g n
SR-104
M A
IN
T E
N A
N C
E B
U
IL
D
IN
G
B R
E E
Z W
A Y S
L A
B
C P
W
J J
K
M A
T C
ID
E W
A
K
N C
R E
T E
M A
T
ID
E W
A
K
N C
R E
T E
SCALE: 1 •"=1'-0"
REINFORCEMENT DETAIL
NOTES:
CONSTRUCTION JOINT TYP.
C O
N S
T R
U C
T
IO
N
J
O
Y
P
EL. 0.0 TOP OF GRADE
REFERENCE NOTE 11 SR-503 FOR JOINT SEALANT INFORMATION.8.
FOR ADMINISTRATIVE FOUNDATIONS SEE SR-101.7.
FOR HIGH BAY FOUNDATIONS SEE SR-100.6.
SHEET CR701.
REFERENCE CIVIL SHEETS TO COORDINATE EXTERIOR SIDEWALK.5.
SHEETS AA101.
REFERENCE ARCHITECTURAL SHEETS TO COORDINATE DOORWAY OPENINGS.4.
REFERENCE TYPICAL CONSTRUCTION JOINT DETAIL ON SR-102.3.
ADDITIONAL REQUIREMENTS.
REINFORCEMENT SHALL BE ASTM A615 GRADE 60. SEE 03 20 00 FOR 2.
SEE 03 30 00 FOR ADDITIONAL REQUIREMENTS.
CONCRETE COMPRESSIVE STRENGTH SHAL BE MINIMUM 4,000 P.S.I.1.
D O
C A
T
IO
N D
O
C A
T
IO
N
R E
V
IN
A
C C
O R
D
W
IT
H A
M E
N D
M E
N T
/0
/1
C
P W
.9
"16 13120'-10
"16 76'-3 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"8'-0" 8'-0" "8
32'-7
TO THE TOP OF THE WALL
8'-0" SAFETY FENCE ANCHORED
BASEBALL FIELD
FACE OF WALL TOWARDS
AND DETAILS
STAIR FOUNDATIONS
REFERENCE SR-507 FOR
SHALL BE 6.48'
TOTAL VERTICAL HEIGHT
1•" ALUMINUM HANDRAIL
EL.1390.48' TO EL. 1384.0'
ACCESS STAIRS FROM
EL. 1390.48' END OF WALL
EXP. JOINT
EXP. JOINT CONST. JOINT
EXP. JOINT
CONST. JOINT
EL. 1390.48' T/WALL
BEGINNING OF STEPS
END OF WALL &
LANDING
6" CONC.
"16 1310'-4 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 10'-2" 8'-0"
"16 13120'-6
•" EXP. JOINT FILLER •" EXP. JOINT FILLER FOUNDATION KEY •" EXP. JOINT FILLER
CHAIN-LINK FENCE
REPRESENTATION OF THE
.2
CONST. JOINT
CONST. JOINT
FOUNDATION KEY
8' SAFETY FENCE (CHAIN)
CR-112 FOR ORIENTATION
FOUNDATIONS. REFERENCE
SEE SR-107 FOR DUGOUT
27'-4" "16 39'-7
20'-0"
CR-504 FOR SIDEWALK DETAIL
RETAINING WALL. SEE SHEET
6" SIDEWALK BEHIND
6" CONCRETE LANDING PAD
TYP. @ END POSTS
TYP. @ INTERIOR POSTS
SEE SHEET SR-505
THIS SHEET
SEE NOTE ON
WEEP HOLE
SIDEWALK DETAILS
SEE SHEET CR-504 FOR
THE RETAINING WALL.
6" SIDEWALK BEHIND
"16 15'-3
1•" O.D.
"16
FENCE POST
8' SAFETY
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
0 0
IP
P
W P :d m s \S
R -1
.d g n
H E
D X J J
K
.0
:1
/1 /2 g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb
-N
O V -2
B
S E
B A
L L D
IA
M O
N D
N E
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
H
IN
T O
N
W V
/2
/2
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
A S
E S
T
IL
L
IN
G B
A S
IN
S R -1
.d g n
C
E
R E
F E
R E
N
BASEBALL FIELD
7" RISE TO 11" RUN
STAIRS SHALL BE ON A
SR-302
C
LEFT FIELD RETAINING WALL PLAN VIEW
0 4' 8'
SCALE: ‰" = 1'-0"
12'
EL. 1388.15' T/WALL
SLOPE
0 4' 8'
SCALE: ‰" = 1'-0"
12'
LEFT FIELD RETAINING WALL
*REINFORCEMENT NOT SHOWN FOR CLARITY
SR-302
B
0 4' 8'
SCALE: ‰" = 1'-0"
12'
SLOPE
EL. 1387.90' T/WALL
A
SR-302
C P
W
R E
T A
IN
IN
G W
A L L
SR-106
C P
W
C P
W
RETAINING WALL
.7
EL. 1381.0'
EL. 1384.0'
STAIR PAD
TOP OF WALL SLOPES
AT 1% GRADE
NOTES:
REFERENCE NOTE 11 SR-503 FOR JOINT SEALANT MATERIAL.3.
REFERENCE 03 30 00 FOR CONCRETE REQUIREMENTS.2.
OF THE RETAINING WALL DUGOUT.
REFERENCE CIVIL SHEET CR500 FOR COORDINATES AND LOCATION1.
R E
V
IN
A
C C
O R
D
W
IT
H A
M E
N D
M E
N T
/0
/1
C
P W
SR-106
SCALE: •"=1'-0"
DETAIL
SR-106
0 1' 2' 4'
SR-106
SCALE: 1•"=1'-0"
DETAIL
SR-106
0 6" 1' 2'
5"5"
3'-0"(MAX)
3'-0" 17'-0" 17'-0"
40'-0"
3'-0"
40'-0"
17'-0"17'-0" 3'-0"3'-0"
3'-0" 3'-0"
FOR REINFORCEMENT
SEE SR-103
COLUMN (TYP.)
3'-0" DIA. CONCRETE
SHEET SR-504 FOR DETAILS
SEE SR-504 FOR REINFORCEMENT
SEE SHEET SR-504 FOR DETAILS
1•" DIA. ALUMINUM HANDRAIL,
SEE SHEET SR-504 FOR DETAILS
1•" DIA. ALUMINUM HANDRAIL,
ALUMINUM PIPE
SCHEDULE 40
HANDRAIL POST,
1•" DIA. ALUMINUM
3'-0"
SEE SHEET SR-504 FOR DETAILS
1•" DIA. ALUMINUM HANDRAIL,
PIPE 4-•" MAX SPA.
SCH. 40 ALUMINUM
BALUSTERS ƒ" DIA.
OF 8'-0" INTO ROCK
EMBED COLUMN A MIN.
OF 8'-0" INTO ROCK
EMBED COLUMN A MIN.
INTO CONCRETE SLAB (TYP.)
EMBED REINFORCEMENT 0'-6"
COLUMN (TYP.)
3'-0" DIA. CONCRETE
M
IN
M
IN
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
NOTES:
SR-103
B
SR-103
C
SR-300
D
SR-504
EL. 1378.0' T/CONC.
EL. 1378.0' T/CONC.
D
SR-504
EL. 1378.0' T/CONC.
0 2' 4' 8'
SCALE: ‚" = 1'-0"
0 2' 4' 8'
SCALE: ‚" = 1'-0"
0 0
IP
P
W P :d m s \S
R -3
.d g n
H E
D X J J
K
.0
:1
/1 /2 g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb
-N
O V -2
W
F
IS
H
IN
G P
IE
R E
L E
V A
T
IO
N S
R
IG
H T R
E C
R E
A T
IO
N
SR-300
N E
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
H
IN
T O
N
W V
/2
/2
C
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
-3
.d g n
P H
A S
E S
T
IL
L
IN
G B
A S
IN
FISHING PIER ELEVATION VIEW
SECTION C-C
SR-300
E
SCALE: ƒ" = 1'-0"
SECTION E-E
EL. 1368
APPROX. TOP OF ROCK
APPROX. EL. 1360
EL. 1368
APPROX. TOP OF ROCK
APPROX. EL. 1360
9. REFERENCE B1 63 29 FOR REQUIREMENTS FOR DRILLING INTO ROCK.
8. VERTICAL REINFORCEMENT SHALL EMBED 6" INTO 12" CONCRETE SLAB.
ALL WASHERS SHALL BE ASTM A193/A193M GRADE B8
ALL NUTS SHALL BE - ASTM F594
7. ALL BOLT SSHALL BE ƒ" DIA. - ASTM F539.
6. REINFORCEMENT SHALL BE ASTM A615 GRADE 60.
5. CONCRETE SHALL BE A MINIMUM OF 4000 PSI.
UNLESS OTHERWISE NOTED.
4. HANDRAIL SHALL BE ALUMINUM T6-6061, 1 •" DIA. SCHEDULE 40 PIPE
3. THE CONCRETE COLUMN SHALL EMBED INTO THE ROCK A MINIMUM OF 8'.
MINIMUM OF 4" IN THE VICINITY OF THE FISHING PIER.
2. ROCK ELEVATION IS AN APPROXIMATION. WITH TOP OF ROCK SURFACE VARYING
1. COORDINATE THE FISHING PIER WITH THE ACCESS ROAD ON THE CIVIL DRAWINGS.
R E
V
IN
A
C C
O R
D
W
IT
H A
M E
N D
M E
N T
/0
/1
C
P W
24'-0"
1‚" P
WIDTH = „" ˆ"
DEPTH = T/4
FORM OR SAW CUT JOINT
WATER BARRIER
COMPACTED CAPILLARY
3"
W14X43
4" 8" 4"
8"
W14X43
W14X99
FILL
SUBGRADE
T
Y P
TYP.
P 11X11X…
TYP.
P 11X11X…
" TYP.16
94'-3
T
Y P
CORNERS
TYP. ALL
L 3X3X‚
TYP.
(2) L4X4X‚
TYP.
P 11X11X…
1‚" P W14X99
1'-4"X10"X1‚" P
CORNERS
TYP. ALL
L 3X3X‚
1•" GROUT
1'-4"X10"X1‚" P
1•" GROUT
CORNERS
TYP. ALL
L 3X3X‚
4"
1‚" P
W14X43
W14X99
400 ASCE RAIL
"16
TYP.
A & D ONLY
@ COLUMNS
(2) L4X4X‚
14'-2"14'-2" 14'-2"
45°
CONCRETE SPEC 03 30)
BARRIER (MATCH
10 MIL. VAPOR
TYP.
P 11"X38"X…"
(EACH WAY)
(TOP AND BOTTOM)
#6 BARS @ 12" C/C
TYP.
•" STIFF. P
ƒ" BOLT
Ž" HOLE FOR
REF. MECH. DWG. M-501
5 TON OVERHEAD CRANE
FOR CMU WALL
SHEET AA-305
REF. ARCH.
CONCRETE SLAB
10" REINFORCED
FOR FOUNDATIONS
SEE DETAIL 3 SR-503
FOR FOUNDATIONS
SEE DETAIL 2 SR-503
SEE SR-200
CMU WALL
8" REINFORCED
FOR CMU DETAILS
ARCH. SHEET AA-305
8" CMU WALL, (REF.
#6 BARS @ 12"
C/C (TYP.)
#6 BARS @ 12" ASTM F 11554
BOLTS 1'-8" LONG
4 - 1" DIA. ANCHOR
2- L4X4X‚
400 ASCE RAIL
BOTH SIDES (TYP.)
•" STIFFENER PLATE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
5-TON
0 0
IP
P
W P :d m s \S
R -5
.d g n
H E
D X J J
K
.0
:1
/1 /2 g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb
-N
O V -2
T O
N
W V
/2
/2
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
P H
A S
E S
T
IL
L
IN
G B
A S
IN
L
SECTION
SCALE: 1•"=1'-0"
S R -5
.d g n
SR-501
SECTION
SCALE: •"=1'-0"SR-101
B
A
SR-501
SR-501
A
M A
IN
T E
N A
N C
E B
U
IL
D
IN
G D
E T
A
IL
S
C P
W
J J
K
SCALE: 1•"=1'-0"
JOINT DETAIL
MAINTENANCE GARAGE
L
L
L
L
L
L
L L
SCALE: 1•"=1'-0"SR-501
1 DETAIL
SR-501
SECTION
SCALE: •"=1'-0"SR-101
D
L
EL. 102'-11" T/COL.
T/CONC.
EL. 100'-0"
R E
V
IN
A
C C
O R
D
W
IT
H A
M E
N D
M E
N T
/0
/1
C
P W
9"
"4 11'-0
6" 2'-1"
6"
"8 1 "8
JOINT FILLER
W/ ‚" BITUMINOUS
EXPANSION JOINT
SCORED CUTS
‚" DEEP
3"
FORMED JOINTS ONLY
‚" RADIUS EDGE
6'-0"
" 3
3"
3'-0"
1'-0"
5'-0"
6'-6"
1'-6"
1'-0"
" GAP2
TOP & BOT.
(4) #6 EQ. SPA.
1'-4"X10"X1‚" P
" GAP2
1'-6" TYP.
BOLTS 1'-8" LONG
4 - 1" DIA. ANCHOR
W14X43
TOP & BOT.
(4) #6 EQ. SPA.
FOOTING MAT
W/ STD. HOOK ABOVE
LONG BARS TERMINATED
TOP & BOT.
(5) #6 EQ. SPA.
TOP & BOT.
#6 @ 12" C/C
#6 @ 12" C/C
TOP & BOT.
#6 @ 12" C/C
TOP & BOT.
#6 @ 12" C/C
#6 @ 12" C/C
(4) #6 EQ. SPA. WATER BARRIER
CAPILLARY
COMPACTED
SUBGRADE FILL
FOOTING MAT
W/ STD. HOOK ABOVE
LONG BARS TERMINATED
FOOTING MAT
W/ STD. HOOK ABOVE
LONG BARS TERMINATED
REINFORCEMENT SPACING
SEE SR-200 FOR MIN.
8" REINFORCED CMU WALL
REINF. SPACING
SR-200 FOR MIN.
CMU WALL SEE
8" REINFORCED
WATER BARRIER
CAPILLARY
COMPACTED
FILL
SUBGRADE
#6 @ 12" C/C
SEE NOTE
1•" GROUT
1'-4"X10"X1‚" P
BOLTS 1'-8" LONG
4 - 1" DIA. ANCHOR
SEE NOTE
1•" GROUT
W14X43
CORNERS
TYP. ALL
L 3X3X‚
CORNERS
TYP. ALL
L 3X3X‚
(TYP.)
SEE NOTE 11
•" ISOLATION JOINT
DETAILS
AA-304 FOR WALL
SEE ARCH. DWG.
HEAVY DUTY GRATING
2" X ‚" HOT DIPPED GALVANIZED
TYP.
"8
#6 @ 12" C/C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
0 0
IP
P
W P :d m s \S
R -5
.d g n
H E
D X J J
K
.0
:1
/1 /2 g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb
-N
O V -2
T O
N
W V
/2
/2
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
P H
A S
E S
T
IL
L
IN
G B
A S
IN
SCALE: 1•"=1'-0"
TYPICAL TRENCH DRAIN DETAIL
TYP
T Y
P
SCALE: 1•"=1'-0"
SIDEWALK CROSS SECTION
TYPICAL CONCRETE
T Y
P
TYP
MAX -2%
SLOPE MIN -1%
MAX -2%
SLOPE MIN -1%
S R -5
.d g n
NOTES:
SR-503
C
SR-100
SECTION
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
C P
W
J J
K
SCALE: 1•"=1'-0"
SIDEWALK CONTROL JOINT
TYPICAL CONCRETE
SCALE: 1"=1'-0"
T Y
P
EL. 0 T/ FIN. FLOOR
L
EL. 0 T/ FIN. FLOOR
EL. -3'-4" T/CONC.
EL. -3'-4" T/CONC.
T Y
P
T Y
P
DETAIL
SR-101
SCALE: 1"=1'-0"
DETAIL
SR-101
SCALE: 1"=1'-0"
DETAIL
SR-101
L
HOT DIPPED GALVANIZING SHALL CONFORM TO ASTM A123.12.
PREMOLDED EXPANSION JOINT MATERIAL.
CLASS 25 USE T. PROVIDE A 3/4" DIA. CLOSED CELL FOAM BACKER ROD WITH •"
JOINT SEALANT SHALL BE MAX. •" CONFORMING TO ASTM C920, TYPE 5, GRADE P,11.
TYPICAL FOR ALL BASE PLATES
1 •" THICK NON-SHRINK GROUT W/ LEVELING NUTS AND WASHERS REQUIRED. 10.
CONTRACTING OFFICER.
‚" DEEP SCORED JOINTS (TYP.) SPACED AT 6' UNLESS OTHERWISE APPROVED BY THE9.
WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.
CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED8.
WIDTH OF THE SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.
SCORED JOINTS SHALL BE ‚" DEEP AND PLACED AT THE SPACING INDICATED FOR THE7.
FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING ‚" RADIUS.6.
1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 12'-0"5.
LOCATION AND SHALL BE EXTENDED THE FULL DEPTH OF THE CONCRETE.
•" BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT4.
CURBS OR OTHER ADJACENT STRUCTURES.
EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE3.
REINFORCEMENT SHALL BE GRADE 60 STEEL.2.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI.1.
R E
V
IN
A
C C
O R
D
W
IT
H A
M E
N D
M E
N T
/0
/1
C
P W
C
L R
6"
"2
"4 11"4 ƒ" PL.
…" SPIRAL TIE SPACED 3" C/C
(11) #9 BARS EVENLY SPACED
BASE DETAIL
SEE HANDRAIL
ƒ" P
SCHEDULE 40 ALUMINUM PIPE
TOP AND BOTTOM RAIL, 1•" DIA. 3'-0" MAX. 3'-0" MAX.
SHEET
DETAIL THIS
SEE SPLICE
4•" MAXIMUM
SCH. 40 ALUMINUM PIPE SPA. @
BALUSTERS SHALL BE ƒ" DIA.
SCH. 40 ALUMINUM PIPE
HANDRAIL POST SHALL BE 1•" DIA.
5"
ALUMINUM PIPE
1•" DIA. SCH. 40
BASE DETAIL
SEE HANDRAIL
TOP & BOT. EACH WAY
#9 BARS @ 12" C/C
HANDRAIL POST
EMBED MIN OF 6"
Ž" DIA. HOLE FOR ƒ" BOLT
+/- 11‚"
" GAP8
3"
C POST
TYP. TOP & BOT.
SPACE FROM THE POST
MIDDLE OF THIRD
C HANDRAIL SPLICE
BAR PIPE 6" LONG
1‹" DIA. SOLID ROUND
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
NOTES:
SR-300
D
SCALE: 1''=1'-0''
1' 6" 0 1' 2'
FISHING PIER COLUMN DETAIL
HANDRAIL DETAIL
SCALE: 1''=1'-0''
1' 6" 0 1' 2'
HANDRAIL BASE DETAIL
SCALE: 3" = 1'-0"
12"9"6"3"
0 0
IP
P
W P :d m s \S
R -5
.d g n
H E
D X J J
K
.0
:1
/1 /2 g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb
-N
O V -2
-5
.d g n
IS
H
IN
G P
IE
R D
E T
A
IL
S
R
IG
H T R
E C
R E
A T
IO
N
SR-504
N E
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
H
IN
T O
N
W V
/2
/2
C
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
A S
E S
T
IL
L
IN
G B
A S
IN
L
T Y
P
EL. 1378.0' T/CONC.
FISHING PIER SLAB
SCALE: 1•=1'-0''
‚ SPLICE ONLY
ONE SIDE OF
L
L
SCALE: 3"=1'-0''
TYPICAL HANDRAIL SPLICE DETAIL
WASHERS SHALL BE ASTM A 193/193M GRADE B8.
NUTS SHALL BE ASTM F594.
BOLTS SHALL BE ƒ" DIA. ASTM F593.
5. ALL HANDRAIL HARDWARE SHALL BE STAINLESS STEEL.
ALUMINUM, T6-6061.
4. HANDRAIL POST BASE SHALL CONFORM TO ASTM B221,
ADDITIONAL REQUIREMENTS.
3. REINFORCEMENT SHALL BE ASTM A615 GRADE 60. SEE 03 20 02 FOR
ADDITIONAL REQUIREMENTS.
2. CONCRETE SHALL BE A MINIMUM OF 4000 PSI. SEE 03 30 00 FOR
UNLESS OTHERWISE NOTED.
1. HANDRAIL SHALL BE ALUMINUM T6-6061, 1•" DIA SCHEDULE 40 PIPE
R E
V
IN
A
C C
O R
D
W
IT
H A
M E
N D
M E
N T
/0
/1
C
P
3 ‚'' 8'-0'' MAXIMUM 8'-0'' MAXIMUM 8'-0'' MAXIMUM 6'-0'' TYPICAL
3 ‚''
3 ‚''
TYP.
W/ NUT AND WASHER
1" DIA. THREADED ROD
TYP.
W12X26
TYP.
3" DIA. PIPE
EXISTING CONCRETE
TYP.
W12X26
TYP.
3" DIA. PIPE
EXISTING CONCRETE
R A
IL
IN
G E
L E
V A
T
IO
N S
14 20
IP
P
W P :d m s \S
R -5
.D
G N
H E
D X J J
K g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb
-N
O V -2
V
E R
L O
O K
N E
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
H
IN
T O
N
W V
C
W
H U
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
S
H O
W N
/1
/2
R K
R
A N
S I
D
J M
M
/2
/2
S R -5
.D
G N
P H
A S
E S
T
IL
L
IN
G B
A S
IN
NOTES:
SR-511
FOR RAILING PROFILE SEE SHEET CR318.3.
FOR MASONRY DETAILS OF WALKWAY, SEE SHEET SR-509.2.
FOR RAILING AND POST DETAILS, SEE SHEET SR-512.1.
R E
V
IN
A
C C
O R
D
W
IT
H A
M E
N D
M E
N T
/0
/1
C
P W
1 1
1 1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
SCALE: 1"=1'-0"
TYPICAL INSIDE VIEW OF RAILING
SCALE: 1"=1'-0"
TYPICAL OUTSIDE VIEW OF RAILING
SR-512
1'-0"
3ƒ"3"2†" 2…"
2†"
2‡"
1•" 0‚"
0†"
1"
0•"
6•''
3†" DIA. HOLE
STEEL PLATE
1•", SEE NOTE 5
HOLES IN END OF PIPE
HOLE IN POST. Œ"X2" SLOTTED
•" X 5" PIN, Œ" COUNTERSUNK
3" PIPE 3" PIPE
HOLE IN END OF 2•" PIPE
AND ‹" X 1‚" SLOTTED
…" TAP BOLT IN 3" PIPE
3" PIPE, SEE NOTE 4
•"X1•" BOLTS
HOLE IN END OF 2•" PIPE
AND ‹" X 1‚" SLOTTED
…" TAP BOLT IN 3" PIPE
3" PIPE, SEE NOTE 4
•"X1•" BOLTS
PL 7"X•"X6•"
GROUT, TYPICAL
•" NONSHRINK
TYPICAL
SEE NOTE 6
PL 7"X•"X6•"
C.J.
3" DIA. HOLE
2•" PIPE
3" DIA. HOLE
2•" PIPE
3†" DIA. HOLE
POSTS
INTERMEDIATE
END AND
HOLE AT
SMOOTH EDGE
AT END PLATE
COVER FLANGE
SEE NOTE 3
1Ž" RADIUS,
BEND FLANGE ON
FROM W12X26
FABRICATE POST
POSTS
INTERMEDIATE
HOLE AT
FROM W12X26
FABRICATE POST
PL 7"X•"X6•"
IN PL (TYP.)
1ˆ" DIA. HOLE
ANCHOR SYSTEM
HOLE IN CONCRETE AND ANCHORED WITH AN EPOXY ADHESIVE
(HOT-DIPPED GALVANIZED) EMBEDDED IN 1 „" DIA. x 18"
(2) 1" DIA. THREADED ROD WITH NUT AND WASHER
1" R
2•"
15 20
IP
P
W P :d m s \S
R -5
.D
G N
H E
D X J J
K g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb
-N
O V -2
V
E R
L O
O K R
A
IL
IN
G
N E
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
H
IN
T O
N
W V
C
W
H U
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
Š
T Y
P
IC
A L D
E T
A
IL
NOTE 4
SEE
3" PIPE,
TYP.
100% M.T.
TYP.
M.T.
100%
TYP.
BACKGOUGE
100% U.T.
J M
M
A S S
H O
W N
/1
/2
R K
R
A N
S I
D
/2
/2
S R -5
.D
G N
SR-512
P H
A S
E S
T
IL
L
IN
G B
A S
IN
SLOTTED HOLES
NO WELD AT
‰ TYP.
100% M.T.
ƒ ƒ
3…''
1Œ''1Œ''
NOTES:
SCALE: 3"=1'-0"
TYPICAL DETAILS OVERLOOK RAILING
END POST INTERMEDIATE POST SECTION
SECTION
SCALE: 3"=1'-0"SR-512
A
SR-512
A
‚ TYP.
M.T.
100%
WEB (TYP.)
FLANGE AND
AT ENDS OF
SEAL WELD
TYP.
100% M.T.
IV, GRADE 2 AND 3, CLASS A, B, C
EPOXY ADHESIVE ANCHORAGE SYSTEM SHALL CONFORM TO ASTM C881-90, TYPE 11.
SIZE.ALL RAILING SHALL MATCH THE EXISTING RAILING IN MATERIAL, COLOR, AND 10.
WASHERS SHALL CONFORM TO ASTM F436 TYPE 1
NUTS SHALL CONFORM TO ASTM A563-15 GRADE C
NOTED.
ALL BOLTS SHALL BE ASTM A1554 HOT-DIP GALVANIZED UNLESS OTHERWISE 9.
WORK.
THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO INITIATING ANY
THE CONTRACTOR SHALL RECEIVE APPROVAL OF THE SHOP DRAWINGS FROM8.
HANDRAILING SECTION AND SHALL ACCOUNT FOR THE SLOPE OF EACH SECTION.
AND WELD TESTING REPORTS. SEPARATE DETAILS SHALL BE PROVIDED FOR EACH
ALL FABRICATION AND INSTALLATION DETAILS FOR EACH SECTION OF HANDRAILING
REPRESENTATIVE FOR APPROVAL SHOP DRAWINGS INCLUDING, BUT NOT LIMITED TO,
THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER'S7.
ACCOUNT FOR THE ACTUAL SLOPE OF THE HANDRAILING.
THE W12x26 FABRICATED POST AT ITS ATTACHMENT TO THE BASE PLATE TO
THE POST SHOWN IS FOR A SECTION OF HANDRAILING WITH A 0.00% SLOPE. CUT6.
PIPE FROM THE †" PLATE TO THE END OF THE 3" PIPE.
DIMENSION SHALL BE THE MINIMUM DIMENSION FOR THE DISTANCE OF THE 3"
SLOPE. WHEN THE SLOPE IS SOMETHING OTHER THAN 0.00%, THE 1 •"
THE 1 •" DIMENSION SHOWN IS FOR A SECTION OF HANDRAILING WITH A 0.00%5.
FOR THE ACTUAL SLOPE OF THE HANDRAILING.
CUT THE 3" PIPE AT ITS ATTACHMENT TO THE WEB OF THE W12x26 TO ACCOUNT
THE 3" PIPE SHOWN IS FOR A SECTION OF HANDRAILING WITH A 0.00% SLOPE.4.
THE BEND TO ACCOUNT FOR THE ACTUAL SLOPE OF THE HANDRAILING.
BEND SHOWN IS FOR A SECTION OF HANDRAILING WITH A 0.00% SLOPE. ADJUST3.
A123 AND A153.
BE HOT-DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM
SCHEDULE 40 UNLESS OTHERWISE NOTED. ALL STRUCTURAL STEEL ITEMS SHALL
PIPE SECTIONS SHALL MEET THE REQUIREMENTS OF ASTM A53 AND SHALL BE
ALL STRUCTURAL STEEL SHALL BE ASTM A992 UNLESS OTHERWISE NOTED. ALL2.
PENETRATION UNLESS NOTED OTHERWISE.
ELECTRODES SHALL BE 70 KSI. ALL GROOVE WELDS SHALL BE COMPLETE
ELECTRODES SHALL BE USED WITH SHIELDED METAL ARC WELDING. ALL
SOCIETY STRUCTURAL WELDING CODE AWS D1.1 (2015). ONLY LOW HYDROGEN
ALL WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING1.
R E
V
IN
A
C C
O R
D
W
IT
H A
M E
N D
M E
N T
/0
/1
C
P W
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
3'-2"
2'-3"
2'-3"
DIM. MAY VARY
SHOWN BUT
4'-7"
SEE NOTE 2
3'-1"
5"
DIM MAY VARY
SHOWN BUT
4'-6"
(NOTE 7)
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
*** FOR OFFICIAL USE ONLY ***
*** FOR OFFICIAL USE ONLY ***
146 239
:1
/2
/2
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
H
IN
T O
N
W V
/2
/2
J
J
F
B F
M
H U
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A S
E S
T
IL
L
IN
G B
A S
IN
P-501
5 INLET BAFFLE
4 3'-0" x 2'-6" MANWAY
8 DIFFUSER BAFFLE
7 OIL RETENTION BAFFLE
6 COALESCING MEDIA
11 BOTTOM HOLD DOWN FLANGE
SECTION "A-A" PLAN W/ LID
PLAN W/O LID
"A""A"
NOTES:
ASSEMBLY FEATURES:
D E
T A
IL
S
O
IL
-W
A T
E R S
E P
A R
A T
O R
M A
IN
T E
N A
N C
E B
U
IL
D
IN
G
NOT TO SCALENOT TO SCALE
NOT TO SCALE
ASSEMBLY FEATURES: SEE LIST ON THIS DWG.
CONTROL PANEL & LEVEL SWITCH: 120 VAC
REMOVES 20 MICRON SIZE & LARGER HYDROCARBONS
FLOW RATE: 20 GPM (MINIMUM)
TANK CONSTRUCTION: FIBERGLASS
OIL/WATER SEPARATOR SPECIFICATION
Ø4" OUTLET - SET UP FOR PVC PIPE
Ø4" INLET - SET UP FOR PVC PIPE
EL. 1409.69'
EL. 1409.77'
(NOTE 6)
P W
D
(NOTE 7)
/0
/1
J
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
DIMENSIONS OF SEPARATOR MAY VARY FROM THOSE SHOWN.
FOR OVERALL DEPTH OF TANK REFER TO CR509.
DO NOT BURY TOP 5" OF TANK. THIS IS TO ALLOW ACCESS TO BOLTS THAT ATTACH THE TOP OF THE TANK.
BE COORDINATED WITH THE OIL WATER SEPARATOR MANUFACTURER.
COORDINATE SEPARATOR INLET AND OUTLET INVERT ELEVATION WITH CIVIL PLANS. TOTAL HEIGHT OF TANK TO
INSTALL SEPARATOR PER MANUFACTURER'S INSTRUCTIONS. REFER TO CR510 FOR SEPARATOR LOCATION.
AS A PRE-PACKAGED UNIT. SEE DWG. ER-109 FOR ELECTRICAL DETAILS.
PROVIDE CONTROL PANEL WITH OIL WATER SEPARATOR. THE CONTROL PANEL & SEPARATOR SHALL BE PROVIDED
MANUFACTURER
OIL DRAW OFF PORT AS SHOWN. TYPE OF SWITCH SHALL BE AS RECCOMENDED BY THE SEPARATOR
WHEN THE SEPARATOR NEEDS TO HAVE THE OIL "DRAWN OFF". THE SEPARATOR SHALL BE EQUIPPED WITH AN
PROVIDE SEPARATOR WITH OIL LEVEL SWITCH. THE SWITCH SHALL WORK WITH THE CONTROL PANEL TO INDICATE
SPECIFICATIONS & REQUIRED FEATURES ARE SHOWN ON THIS DRAWING.
8.
7.
6.
5.
4.
3.
2.
1.
| SR-100 |
| References |
| Design Model, PW_WORKDIR:d0101983 |
| G-BSAD_4.dgn |
Ref, SR-100.dgn, Default
| SR-104 |
| References |
| Design Model, PW_WORKDIR:d0101983 |
| G-BSAD_4.dgn |
| Ref-29, SR-104.dgn, Default |
| Ref-27, SR-104.dgn, Default |
| Ref-28, SR-104.dgn, Default |
| SR-106 |
| References |
| Design Model, PW_WORKDIR:d0116534 |
| G-BSAD_4.dgn |
| Ref-3, PW_WORKDIR:dms73014 |
| BASEBALL RETAINING WALL & LIGHTING ST MODEL FILE.dgn, Model |
| SR-300_1 |
| References |
| Design Model, PW_WORKDIR:d0116534 |
| G-BSAD_4.dgn |
| Ref-2, PW_WORKDIR:dms73014 |
| FISHING PIER ST MODEL FILE.dgn, Model |
| SR-501 |
| References |
| Design Model, PW_WORKDIR:d0101983 |
| G-BSAD_4.dgn |
| Ref-22, SR-501.dgn, Default |
| Ref-35, SR-501.dgn, Default |
| Ref-21, SR-501.dgn, Default |
| Ref-23, SR-501.dgn, Default |
| Ref-34, SR-501.dgn, Default |
| SR-503 |
| References |
| Design Model, PW_WORKDIR:d0101983 |
| G-BSAD_4.dgn |
| Ref-45, SR-503.dgn, Default |
| Ref-46, SR-503.dgn, Default |
| Ref-47, SR-503.dgn, Default |
| Ref-41, SR-503.dgn, Default |
| Ref-42, SR-503.dgn, Default |
| Ref-43, SR-503.dgn, Default |
| SR-504 |
| References |
| Design Model, PW_WORKDIR:d0116534 |
| G-BSAD_4.dgn |
| Ref-3, PW_WORKDIR:dms73014 |
| FISHING PIER ST MODEL FILE.dgn, Model |
| SR-511 |
| References |
| Design Model, PW_WORKDIR:dms29429 |
| G-BSAD_4.dgn |
| SR-512 |
| References |
| Design Model-1, PW_WORKDIR:dms29429 |
| G-BSAD_4.dgn |
| P-501.pdf |
| P-501 MAINTENANCE BUILDING - OIL WATER SEPARATOR DETAILS |
| References |
| Design Model, PW_WORKDIR:dms73017 |
| G-BSAD_4.dgn |
File details come from the government source that posted it. Updated .