PhilpottPenstockDoors_RTA_PLANS_ADV2.pdf
PDF 5 MB Posted
- Solicitation number
- W912PM19Q0001
About this file
PLANS
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
F
IL
E N
A M
E
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
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
G-000
C O
V E
R S
H E
E T of Engineers
US Army Corps
Wilmington District
J .M
IT
C
H E
L L
J .M
IT
C
H E
L L
O F
R E
E M
A N
"x
S
IZ
E
E
D U
N L
O P
A d v
C o v e r.
d g n
W P
M
Q
R F P N
O of Engineers
US Army Corps
Hydroelectric Design Center
PHILPOTT RESERVOIR PROJECT
PENSTOCK DOOR REPLACEMENT
TBD
JANUARY 2019
CONTRACT NO.:
RFP NO.: W912PM19Q0001
ISSUE DATE:
J A
N U
A R
Y
HENRY COUNTY, VIRGINIA
H E
N R
Y C
O U
N T
Y
V
IR
G
IN
IA
P E
N S
T O
C K D
O O
R R
E P
L A
C E
M E
N T
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
PENSTOCK DOOR REPLACEMENT
SITE MAP
DAM
PHILPOTT
POWERHOUSE
S M
IT
H R
IV
E R
ACCESS ROAD
NOT TO SCALE
PHILPOTT RESERVOIR PROJECT
Wilmington District of Engineers
US Army Corps
NOTES:
PHILPOTT POWERHOUSE.
PARKING AND UNLOADING AREAS AVAILABLE AT
1. LOCATIONS SHOWN ARE APPROXIMATE, LIMITED
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
Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
WILMINGTON DISTRICT
G
H D
C B
P
R
O J E
C T L
O C
A T
IO
N A
N D S
IT
E M
A
G-001
W
E R
H O
U S
E S
M
IT
H R
IV
V
IR
G
IN
IA
W P
M
R
P H
P -5 .2 -0 -0 /1
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
G -0
-1 .0
-0
-P
H P -C .d g n
P E
N S
T O
C K D
O O
R R
E P
L A
C E
M E
N T
/1
/2
S T
E V
E N R
M
IL
E S P .E
B S
T O
L T P .E
VICINITY MAP
NOT TO SCALE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
G-001SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:21:44 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
H D
C B
G-002
W
E R
H O
U S
E S
M
IT
H R
IV
G
IN
IA
W P
M
R
P H
P -5 .2 -0 -0 /1
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
G -0
-1 .0
-0
-P
H P -C .d g n
B S
T O
L T P .E
S T
E V
E N R
M
IL
E S P .E
P E
N S
T O
C K D
O O
R R
E P
L A
C E
M E
N T
IN
D
E X O
F D
R A
W
IN
G S
/1
/2
INDEX TO DRAWINGS
CONTRACT DRAWINGS
GENERAL
TITLE TITLESHEET NUMBER DRAWING NUMBER
REFERENCE DRAWINGS
FILE NUMBER
STRUCTURAL
G-003
G-002
G-001
PHP-1.001-0-0/3
PHP-1.001-0-0/2
PHP-1.001-0-0/1
PENSTOCK AND DRAFT TUBE UNWATERING SYSTEM SHEET 2
PENSTOCK AND DRAFT TUBE UNWATERING SYSTEM SHEET 1
SUBSTRUCTURE - EL. 807.5 - EL. 836.0 OUTLINE SHEET 3
PLAN - EL. 803.5
TRANSVERSE SECTION THROUGH MAIN UNIT
INLET EXTENSION - PIER NOSE - OIL RESERVOIR
PP501B-0
PP500B-0
PC209B-1
PA-400B-0
PA-409B-0
46385
PENSTOCK WORK PLATFORM
INDEX OF DRAWINGS
PROJECT LOCATION AND SITE MAPS
PENSTOCK DOOR - DETAIL SHEET 4
PENSTOCK DOOR - DETAIL SHEET 3
PENSTOCK DOOR - DETAIL SHEET 2
PENSTOCK DOOR - DETAIL SHEET 1
PENSTOCK DOOR
EXISTING DOOR REMOVAL - SHEET 2
EXISTING DOOR REMOVAL - SHEET 1
PHP-1.001-5-007XX
PHP-1.001-5-006XX
PHP-1.001-5-005XX
PHP-1.001-5-004XX
PHP-1.001-5-003XX
PHP-1.001-5-002XX
PHP-1.001-5-001XX
S-504
S-503
S-502
S-501
S-101
SD102
SD101
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
G-002SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:22:09 PM
D R
A W
N B
Y
C H
E C
K E
D B
SCALE: NONE
SCAFFOLDING SUPPORT
SCALE: NONE
EXISTING PERMANENT SCAFFOLDING NOTES:
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
H D
C B
G-003
N
S T
O C
K D
O O
R R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
S M
IT
H R
IV
G
IN
IA
W P
M
R
P H
P -5 .2 -0 -0 /1
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
G -0
-1 .0
-0
-P
H P -C .d g n
B S
T O
L T P .E
P E
N S
T O
C K W
O R
K P
L A
T F
O R
M
S T
E V
E N R
M
IL
E S P .E
/1
/2
1. REMOVE AND DISPOSE OF THE EXISTING ACCESS PLATFORM
AS SPECIFIED.
2. DESIGN, FABRICATE, AND INSTALL A NEW PERMANENT
PLATFORM TO REPLACE THE EXISTING PLATFORM PER
SPECIFICATION 05 50 04.00 26 AND 05 50 03.00 26. MATCH
THE ELEVATION OF THE EXISTING ACCESS PLATFORM.
3. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND FABRICATION.
4. DO NOT REUSE EXISTING ANCHORS OR LOCATIONS. REPAIR
EXISTING ANCHOR HOLES TO MATCH THE EXISTING CONCRETE.
5. ATTACHING OR SUSPENDING LOADS TO THE EXISTING
STRUCTURE IS NOT ALLOWED WITHOUT PRIOR GOVERNMENT
APPROVAL.
S
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
G-003SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:22:22 PM
D R
A W
N B
Y
C H
E C
K E
D B
NOTES:
KEY PLAN
2. REMOVE TWO EXISTING DOORS.
SEE NOTES ON SHEET G-003.
1. THE EXISTING WORK PLATFORM IS NOT SHOWN FOR CLARITY.
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
H D
C B
N
S T
O C
K D
O O
R R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
S M
IT
H R
IV
G
IN
IA
W P
M
R
P H
P -5 .2 -0 -0 /1
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
S D
-1 .0
-0
-P
H P -C .d g n
B S
T O
L T P .E
SD101
/1
/2
S T
E V
E N R
M
IL
E S P .E
4'-0"
15'-0"8'-6"8'-6"15'-0"
S H
E E
T
E X
IS
T
IN
G D
O O
R R
E M
O V
A L
PENSTOCK ACCESS GALLERY
EL.803.5 EL.803.5
E L .8
.0
D R
A F
T T
U B
E A
C C
E S
S G
A L L E
R Y
GRATING
C
E L .8
.0
C
CONTRACTION JOINT
E L .8
.5
GRATING
SD102
A
SCALE: 3/8"=1'-0"
PARTIAL PLAN EL.803.5
REMOVED
DOOR TO BE
PENSTOCK
EXISTING
REMOVED
DOOR TO BE
PENSTOCK
EXISTING
DRAINAGE CHANNEL
L P
E N
S T
O C
K
L P
E N
S T
O C
K
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
SD101SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:22:37 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
NON-OVERFLOW NON-OVERFLOW
F L
O
ONE UNIT OUTAGE WILL BE PERMITTED AT A TIME.
HAVE PASSED FINAL INSPECTION AND ARE ONSITE. ONLY
3. DEMOLITION MAY NOT BEGIN UNTIL THE NEW DOORS
REMOVED.
2. THE EXISTING MAN DOOR REINFORCING BAR IS NOT TO BE
1. BOLD ITEMS INDICATE EQUIPMENT TO BE REMOVED.
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
S
E V
E N R
M
IL
E S
G
H D
C B
W
E R
H O
U S
E S
M
IT
H R
IV
G
IN
IA
W P
M
R
P H
P -5 .2 -0 -0 /1
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
S D
-1 .0
-0
-P
H P -C .d g n
B S
T O
L T P .E
SD102
P E
N S
T O
C K D
O O
R R
E P
L A
C E
M E
N T
/1
/2
22'-0" L MAIN UNITC
7'-9"
EXISTING PENSTOCK DOOR
S H
E E
T
E X
IS
T
IN
G D
O O
R R
E M
O V
A L
2'-5 1/4 "
8'-9" DIAMETER
EXISTING PENSTOCK,
X
/2
O P
E N
IN
G
/4
BAR 5/8" X 2 1/2", SEE NOTE 2
MANDOOR REINFORCING
L EL.814.0
C
EL.803.5
EL.806.0
B
SD101
A
SCALE: 3/8"=1'-0"
PARTIAL SECTION
C
B
SCALE: 3/8"=1'-0"
DETAIL - EXISTING PENSTOCK DOOR
PL 1" X 2 1/2"
PL 1/2"
PL 5/8"
EXISTING PENSTOCK DOOR LUG
C
SCALE: 3"=1'-0"
SECTION - EXISTING PENSTOCK DOOR
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
SD102SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:22:51 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
NON-OVERFLOW NON-OVERFLOW
F L
O
5. CONTRACTOR TO VERIFY ALL DIMENSIONS
APPROVAL.
STRUCTURE IS NOT ALLOWED WITHOUT PRIOR GOVERNMENT
4. ATTACHING OR SUSPENDING LOADS TO THE EXISTING
PROPER DISPOSAL AND SAFE REMOVAL.
LEAD. COMPLY WITH CONTRACT SPECIFICATIONS FOR
PENSTOCK COATING SYSTEM IS BELIEVED TO CONTAIN
3. TEST FOR LEAD PAINT PRIOR TO BLASTING. THE EXISTING
09 97 02.00 26.
PREPARE SURFACE FOR NEW PAINT AS SPECIFIED IN
2. REMOVE PAINT, AS NECESSARY FOR WELDING, AND
COVER HAS BEEN BOLTED IN PLACE.
1. THE NEW LUGS ARE TO BE CUT FIT AND WELDED IN PLACE AFTER
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
H D
C B
W
E R
H O
U S
E S
M
IT
H R
IV
G
IN
IA
W P
M
R
P H
P -5 .2 -0 -0 /1
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
S -1
-1 .0
-0
-P
H P -C .d g n
B S
T O
L T P .E
S-101
P E
N S
T O
C K D
O O
R R
E P
L A
C E
M E
N T
P E
N S
T O
C K D
O O
R
/1
/2
S T
E V
E N R
M
IL
E S P .E
FIELD VERIFY DIMENSION
THREADED HOLE FOR 1 1/4" BOLT
12" MAX.
M A
X
4 1/4"
/2
O P
E N
IN
G
24" OPENING
A516 PLUG
5/16
5/16
TYP
TUBE LINER
EXISTING 5/8" DRAFT
REINFORCING BAR
EXISTING 5/8" DOOR
A
SCALE: 1/2"=1'-0"
SECTION - DOOR PLUG
A
NEW LUGS
NEW PENSTOCK DOOR IN PLACE
WELD LUGS IN THE FIELD WITH
FIELD VERIFY OPENING
PREPARATION.
NECESSARY FOR WELD
REMOVE PAINT AS
SD-101
A
SCALE: 1 1/2"=1'-0"
PARTIAL SECTION AFTER DEMOLITION
ALSO SHOWN ON SD102
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-101SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:23:04 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
NON-OVERFLOW NON-OVERFLOW
F L
O
A
SCALE: 3"=1'-0"
SECTION - DOOR FLANGE
C
SCALE: 3"=1'-0"
SECTION
B
SCALE: 3"=1'-0"
SECTION
NOTES:
KEY PLAN
TO PROVIDE AN EVEN SURFACE FOR THE PENSTOCK DOOR.
4. THE FLANGE MUST BE SQUARE AND FLAT AFTER WELDING
3. ALL NEW STEEL PLATE IS TO BE ASTM A516 GR 70
CJP WELDS.
ARE NOT DETAILED ON THE DRAWING ARE TO BE
2. ANY WELDS NECESSARY FOR WATER TIGHTNESS WHICH
1. BOLD ITEMS INDICATE EQUIPMENT TO BE INSTALLED.
IS UNOBSTRUCTED.
AND REMOVAL
INSTALLATION
SUCH THAT
AND DOOR LUGS
TO AVOID STIFFENERS
VERTICAL BOLTS
EVENLY SPACE
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
H D
C B
W
E R
H O
U S
E S
M
IT
H R
IV
G
IN
IA
W P
M
R
P H
P -5 .2 -0 -0 /1
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
S -5
-1 .0
-0
-P
H P -C .d g n
B S
T O
L T P .E
S-501
P E
N S
T O
C K D
O O
R R
E P
L A
C E
M E
N T
P E
N S
T O
C K D
O O
R
D E
T A
IL
S
H E
E T
/1
/2
S T
E V
E N R
M
IL
E S P .E
SCALE: 3"=1'-0"
DETAIL - NEW DOOR FLANGE (S-503)
2'-2 1/8"
2'-0"
2'-8 3/8"
/4
/4
1 1/4 "
2 1/2 "
/1
TYP
TYP
TYP
PL 5/8"
1 1/8" D. HOLE
PL 5/8"
TYPCJP, TYP
3 1/8 "
/8
5/16
5/16
5/16
HOLES FOR 3/4" BOLT, TYP.
/4
8 9/16 "7 5/16 "
/8
PENSTOCK
TYPICAL EDGE SPACING
S-504
SEE DETAIL C
PL 1 1/4"
DOOR LUG
ELEV
CENTER
PENTOCK
AT
FOR DRAWING CLARITY
THIS SECTION VIEW
ARE NOT SHOWN IN
NEW DOOR LUGS
IS UNOBSTRUCTED.
AND REMOVAL
INSTALLATION
SUCH THAT
TO AVOID STIFFENERS
HORIZONTAL BOLTS
EVENLY SPACE
/1
TUBE LINER
EXISTING DRAFT
DOOR FRAME
NEW 5/8" PL
TYP.
DOOR FRAME
BAR
REINFORCING
EXISTING
REINFORCING BAR
EXISTING
CJP, TYP
CJP, TYP.
BPLATES, TYP.
5/8" STIFFENER
C
A
D
5/16
5/16
5/16
5/16
5/16
/2
S-504
SEE DETAIL "D"
PLATES, TYP.
5/8" STIFFENER
IS 4" ON CENTER
THE MAXIMUM BOLT SPACING
ON SHEET S-504
SEE DETAIL "D"
PERMITTED.
WELD SPLICES WILL BE
FROM A SINGLE PLATE. NO
FABRICATE SEAL FLANGE
D
SCALE: 1/2"=1'-0"
SECTION - FLANGE CONNECTION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-501SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:23:18 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
NON-OVERFLOW NON-OVERFLOW
F L
O
/8
/8
1" DIA. BAR
5/16
5/16
PL 5/8"
PL 7/8"
3"
/2
1 1/2 "R
1" D.
PL 1"
1'-11 3/4 "
TYP
/8
WITH DOOR FLANGE
HOLES TO MATCH DRILL
2'-8 3/8"
/4
1" DIA BAR
1" DIA. BAR
1"TYP
HOLES FOR 3/4" DIA BOLT, TYP.
/4
/1
/2
/2
PL 1"
3/8 "
TYP
TYP
5/16
SEE NOTE 4
8'-9" DIA. FIELD VERIFY,
/8
'9
NOTES:
KEY PLAN
IS PERMISSABLE.
PENSTOCK INSIDE RADII. A RECESS OF UP TO 1/8"
THE RADIUSED PLATE AND GRIND TO MATCH BOTH
VARIES SLIGHTLY. IT IS PERMISSIBLE TO OVERSIZE
4. THE RADIUS OF THE UPSTREAM AND DOWNSTREAM
ALL NEW STEEL ROUND BAR IS TO BE ASTM A36.
3. ALL NEW STEEL PLATE IS TO BE ASTM A516 GR 70.
EDGES.
REMOVED FOR WELD PREPARATION. FEATHER THE
SYSTEM 23-A-Z. PAINT THE AREA OF THE PENSTOCK
EXTERIOR SURFACES ARE TO BE COATED WITH
ARE TO COATED WITH SYSTEM 6 COAL TAR EPOXY.
ALL SURFACES EXPOSED TO PRESSURIZED WATER
2. PAINT ALL SURFACES PER SECTION 09 97 02.00 26.
1. BOLD ITEMS INDICATE EQUIPMENT TO BE INSTALLED.
P
M
R
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
S -5
-1 .0
-0
-P
H P -C .d g n
B S
T O
L T P .E
/1
/2
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
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
T
WILMINGTON DISTRICT
P O
W E
R H
O U
S E
S M
IT
H R
IV
G
IN
IA
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
S-502
P E
N S
T O
C K D
O O
R R
E P
L A
C E
M E
N T
P E
N S
T O
C K D
O O
R
D E
T A
IL
S
H E
E T
S T
E V
E N R
M
IL
E S P .E
5/8
A
B
PL 7/8"
A
SCALE: 3"=1'-0"
SECTION
B
SCALE: 3"=1'-0"
SECTION
5/8" PLATE
TYP
5/16
5/16
SCALE: 3"=1'-0"
PENSTOCK DOOR
DWG. S-504
SEE DETAIL "E"
5/16
TYP
TYP
5/16
TYP
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-502SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:23:32 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
NON-OVERFLOW NON-OVERFLOW
F L
O
PL 5/8"
PL 7/8"
/8
G A P
B
PL 1"
/8
G A P
PL 1"
8'-9" DIA., FIELD VERIFY
S-504
DETAIL B
PIN, SEE
DOOR FLANGE
NEW PENSTOCK
3/4" A325 BOLT
SEE NOTE 4
SURFACE.
AND DOOR MATING
DOOR FLANGE
TO SEPERATE
RUBBER GASKET
PATH OF FLOW.
THE PENSTOCK'S
MAY NOT ENTER
NOTE 4. THE DOOR
SHEET S-502,
PENSTOCK. SEE
THE EXISTING
PROFILE TO MATCH
ADJUST THE DOOR
RADIUS VARIES.
THE PENSTOCK
NOTES:
KEY PLAN
DESIGN DATA:
DESIGN PRESSURE = 95 PSI
WICKET GATE TIMING = 4 SECONDS
DESIGN HEAD (STATIC) = 171'
DESIGN HEAD (INCLUDING WATER HAMMER) = 153'
MAX STATIC POOL ELEVATION = 985'
MAX POWER POOL ELEVATION = 974'
AFFECTED ZONE.
LOCATED A MINIMUM OF 1/2" FROM ANY WELD HEAT
FOR ADDITIONAL REQUIREMENTS. THE VALVE MUST BE
REMOVABLE GAUGE. SEE CONTRACT SPEFICIATION
5. PROVIDE AND INSTALL A BRASS DOOR VALVE WITH
05 50 04.00 26.
ADDITIONAL SEAL REQUIREMENTS IN SPECIFICATION
MATCH DRILL SEAL HOLES TO DIAMETER OF BOLT.
4. ADHERE THE RUBBER GASKET TO THE FLANGE.
3. ALL NEW STEEL PLATE IS TO BE ASTM A516 GR 70
EDGES.
REMOVED FOR WELD PREPARATION. FEATHER THE
SYSTEM 23-A-Z. PAINT THE AREA OF THE PENSTOCK
EXTERIOR SURFACES ARE TO BE COATED WITH
ARE TO COATED WITH SYSTEM 6 COAL TAR EPOXY.
ALL SURFACES EXPOSED TO PRESSURIZED WATER
2. PAINT ALL SURFACES PER SECTION 09 97 02.00 26.
1. BOLD ITEMS INDICATE EQUIPMENT TO BE INSTALLED.
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
H D
C B
W
E R
H O
U S
E S
M
IT
H R
IV
G
IN
IA
W P
M
R
P H
P -5 .2 -0 -0 /1
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
S -5
-1 .0
-0
-P
H P -C .d g n
B S
T O
L T P .E
S-503
P E
N S
T O
C K D
O O
R R
E P
L A
C E
M E
N T
P E
N S
T O
C K D
O O
R
D E
T A
IL
S
H E
E T
/1
/2
S T
E V
E N R
M
IL
E S P .E
A
A
SCALE: 3"=1'-0"
SECTION
B
SCALE: 3"=1'-0"
SECTION
PL 1 1/4"
C
SCALE: 3"=1'-0"
SECTION
1" ROUND BAR
C
SCALE: 3"=1'-0"
DETAIL - NEW PENSTOCK DOOR
DOOR
NEW PENSTOCK
BRASS DOOR VALVE
SEE NOTE 5
BRASS DOOR VALVE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-503SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:23:45 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
NON-OVERFLOW NON-OVERFLOW
F L
O
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
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N D
IS
T R
IC
H D
C B
W
E R
H O
U S
E S
M
IT
H R
IV
G
IN
IA
W P
M
R
P H
P -5 .2 -0 -0 /1
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
P H
IL
P O
T T R
E S
E R
V O
IR
P
R O J E
C T
G
H D
C A
D M
S -5
-1 .0
-0
-P
H P -C .d g n
B S
T O
L T P .E
S-504
P E
N S
T O
C K D
O O
R R
E P
L A
C E
M E
N T
P E
N S
T O
C K D
O O
R
D E
T A
IL
S
H E
E T
/1
/2
S T
E V
E N R
M
IL
E S P .E
/2
1'-5"
1 1/2 "R
4 1/8"
/1
3"
1'1 9/16"
PL 1"
S-503
B
2 REQ'D
HARD
MATL. BRASS ASTM B21 QUARTER
SCALE: NTS
DETAIL - HINGE PIN
S-503
A
2 REQ'D.
HARD
MATL. BRASS ASTM B36 QUARTER
SCALE: NTS
DETAIL - HINGE SPACER
S-501
C
2 REQ'D
MATL. ASTM A516 GR70
SCALE: NTS
DETAIL - DRAFT TUBE LUG TOP VIEW
S-502
E
2 REQ'D
MATL. ASTM A516 GR70
SCALE: NTS
DETAIL - DOOR HINGE PLATE
S-501
D
12 REQ'D
MATL. ASTM A516 GR70
DETAIL - STIFFENER PLATE
1 1/ 8"
1 3/16"
1 1/2 "R
/4
6"
/1
/1
/4
/1
1 1/2 "
/1
" 1 /4
BOTTOM LUG BEVEL IS MIRRORED
MATCH DRAFT TUBE PROFILE.
BEVEL AS NECESSARY TO
5/8" PL
1" PL
RC9 FIT
1 1/8"
COTTER PIN
RC9 FIT
RC9 FIT
1 11/16"
/8
/8
1"R
1 3/16"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w p -a p -e c c a e .n w p .d s .u s a c e .a rm y .m il \C
A D
D
W o rk s p a c e s \N
W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-504SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI BDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/18/2017 2:23:59 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
NON-OVERFLOW NON-OVERFLOW
F L
O
RECORD DRAWING
| G-001 COVER SHEET |
| G-001 COVER SHEET, PROJECT LOCATION AND SITE MAP |
| G-002 INDEX OF DRAWINGS |
| G-003 PENSTOCK WORK PLATFORM |
| SD101 EXISTING DOOR REMOVAL SHEET 1 |
| SD102 EXISTING DOOR REMOVAL SHEET 2 |
| S-101 PENSTOCK DOOR |
| S-501 PENSTOCK DOOR DETAIL SHEET 1 |
| S-502 PENSTOCK DOOR DETAIL SHEET 2 |
| S-503 PENSTOCK DOOR DETAIL SHEET 3 |
| S-504 PENSTOCK DOOR DETAIL SHEET 4 |
| Record Drawings |
| 46385 INLET EXTENSION - PIER NOSE - OIL RESERVOIR |
| SHEET 16 TRANSVERSE SECTION THROUGH MAIN UNIT |
| SHEET 7 POWERHOUSE PLAN EL. 803.5 |
| SHEET 41 POWERHOUSE SUBSTRUCTURE - EL. 807.58 - EL. 836.0 OUTLINE - SHEET 3 |
| SHEET 87 POWERHOUSE PENSTOCK AND DRAFT TUBE UNWATERING SYSTEM SHEET 1 |
| SHEET 88 POWERHOUSE PENSTOCK AND DRAFT TUBE UNWATERING SYSTEM SHEET 2 |
File details come from the government source that posted it.