A.03 GPR - Deep Drawdown Drawings Amendment 0003.pdf
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- Solicitation number
- W9127N23B0010
About this file
This file appears to be an amendment to drawings related to the federal contract opportunity for the Green Peter Reservoir Generator Purchase and Install solicitation issued by the Department of the Army Corps of Engineers Engineering District Portland. The solicitation seeks offers for the purchase and installation of a generator at the Green Peter Reservoir. Offerors are required to submit proposals by the date specified in the solicitation to be considered for award. The amendment provides revised drawings for the generator installation and respondents should incorporate these deep drawdown drawings into their responses. The solicitation is an unrestricted opportunity open to all responsible sources and proposals will be evaluated based on best value determinations made by the agency.
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DATEREVISION BY
SHEET
DESCRIPTION
SUBMITTED:
CORPS OF ENGINEERS U.S. ARMY
CHIEF, ENGINEERING DIVISION
DATE
DESIGNED BY
DRAWN BY
ELECTRICAL
CHECKED BY
EML
APPROVED:
CORPS OF ENGINEERS, U.S. ARMY
NORTH PACIFIC DIVISION, PORTLAND, OREGON
SCALE AS SHOWN SPEC. NO.
FOR DIV. ENGINEER
GREEN PETER RESERVOIR
POWERHOUSE ELECTRICAL
PREPARED:
HEAD, SECTION
CHIEF, HYDRO-ELECTRIC DESIGN BRANCH
25 NOV. 64
JJC
EMBEDDED CONDUIT & GROUNDING
HMF
WHR
AS CONSTRUCTED
DATE BY
HYDRO ELECTRIC DESIGN BRANCH, NPD
1970 OCT 12
KEY PLAN
24 NOV 65 WHR
WDK
3 MAY 65
AS CONSTRUCTED
GPP-1.1-6-1A1/7
b
G P
P
A
GRAPHIC SCALES
B
B
C C A A
S T
A
S T
A
S T
A
S T
A
0CONNECT TO DAM
GROUND STUBBED
OUT AT EL 729.25
G.I. EL. 732.0
TOWER FOOTING
UPSTREAM WALL
FD2
EL 734.0
AEQ11-1-X
EL 734.0
SEE DWG 2A1/10
FOR CONTINUATION
CONTR JT
STA 20+80
SEE DWG 2A1/9
FOR CONTINUATION
CONCRETE INSERTS
SEE NOTE 3
G.I. EL 732.0
SEE DETAIL A
GI
OUTLINE OF WALL BELOW
SEE NOTE 3
GI GI
SQ-e1-CE1, 1"
SEE DETAIL B
SJ6-e1-CE1, 1"
SJ8-e1-CE1, 1"
GI
SEE NOTE 3
SEE NOTE 3
AEQ11-1-X, EL 734.0
TRT-q1, 1"
AEQ11-1-X
EL 734.0
CQ1-q3, 2"
TO CRANE RAIL
BLOCK OUT & ROOF
STRUCTURE SEE SEC B-B
UNISTRUT P-3257
FD2
EL 734.0
SEE DWG. 2A1/10 FOR CONTINUATION
AEQ21-3-XX, EL 734.0
UNISTRUT P-3257
52171, EL 729.75
S T
A
FD3 EL 735
TB1-t1.1, 1"
TO EXISTING CONDUIT
JB3, EDWARDS, #349 BOX
EL 745 (SEE DWG 1A3/1)
DOWN STREAM WALL
TO EXISTING CONDUIT
CONNECT #2/0 GROUND
CABLE TO EXISTING #2/0
GROUND AT EL 730.0
#2/0 GROUND CABLE-EXTEND
UP TO CRANE RAIL BLOCKOUT
SEE SECTION B-B
B
B
AEQ21-3-XX
EL 734.0 AEQ11-1-V, EL 743.75
CONNECT TO EXISTING CONDUIT
AEQ21-6-XX, EL 734.0
CONTR. JT.
STA. 21+25.
AEQ11-1-X
EL 734.0
PLAN EL. 730
CONTR JOINT AT
STA 21+25
21'-2" TO
D D
EL. 747.25
UNISTRUT
P3255
SECTION C-C
(SEE NOTE 2)
SECTION D-D
CQ1-q3, 2"
SECTION A-A
BRIDGE CRANE TROLLEY EMBEDDED SUPPORTS
(SEE NOTE 2)
T O
P H
W A
L L
8"-11.5# CHANNEL
CR1-r15, 1"-R37, SEE DWG 2A1/9
DETAIL A
NO SCALE
DETAIL B
NO SCALE
SEE NOTE 3
CONDUITS STUBBED
FLUSH IN CEILING BELOW
1" CONDUIT SLEEVE FOR
NITROGEN TUBING
10"-15.3# CHANNEL
S T
A
S T
A
EL. 747.25UNISTRUT TYPE P-3255
STUB OUT 5 FEET
STA. 20+83-UPSTREAM WALL
STA. 20+77-DOWNSTEAM WALL
SEE DETAIL L DWG 1A13/1 FOR
ROOF STRUCTURE GROUNDING
EL. 768.25-UPSTREAM WALL
EL. 767.0-DOWNSTREAM WALL
EL. 766.5
(UPSTREAM WALL ONLY)
STA. 20+87.25 & STA. 20+98
STUB OUT
SEE DWG 2A1/10
#6
#2/0
STUB OUT FOR RAIL BOND
SEE DETAIL K DWG-1A13/1
EL. 753.5
#2/0
(UPSTREAM WALL ONLY)
EL. 745.
SECTION B-B
(SEE NOTE 2)
DRAWING NO.
GPP-1.1-6-1A3/1 130
SHEET NO.
150GPP-1.1-6-1A13/1
GPP-1.1-6-2A1/9 180
REFERENCE DRAWINGS
1.
NOTES
FOR GENERAL NOTES AND LEGEND SEE DWG GPP-1.1-6-1A0/1.
2. WALLS IN PLAN VIEW CUT OFF AT EL 745. SECTIONS A-A, B-B
AND C-C SHOWS AREA ABOVE.
3.
MOUNTED FLUSH IN THE CEILING BELOW.
GPP-1.1-6-2A1/10 181
8 52 5453 55 76 81 84
4'-5"11'-9" 24" 2'-6"9'-0"
6'-0"
3'-9"2'-3"
10'-0" 4"
6'-0"8'-6"8'-6"13'-0"
" 5'-5" 12"
5'-9†"2'-0"
3'-8"
11'-8"4'-2"11'-0"
6'-8"10'-0"6'-0"
4'-6"
11'-4"
3'-0" 16'-0"
5'-6"
6'-0"6'-0"
7'-0"
21'-2"
3'-6"3'-6" 24"
5'-5"2'-10"
15"
8'-0"
PH-s8, 1•"
PH-s7 1•"
CQ3-q10.1, 1‚"
CQ1-c3.2, ƒ"
CQ3-q2, ƒ"
CQ1-c3, ƒ"
TRT-r1, 1‚"
24"
SQ4-q4, ƒ"
CQ4-q7.1, 1‚"
CQ4-q7.2, 1‚"
JR2-u1, ƒ"
CQ3-q5.1, 1‚"
CQ3-q5, 1‚", CONNECT
JB2-t1-JB3, ƒ", CONNECT
CQ3-Q5.2, 1‚"
CQ1-c3.1, ƒ"
10'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"7'-0"
30°
SJ7-a1-XW1, 1•"
SJ7-a1-XW1, 1•"
XW1-s1, 1•"
SJ7-v1-XW1, 1•"
XW1-s4, 1•"
XW1-s5, 1•"
SJ7-a2-XW1, 1•"
SJ7-c2-XW1, 1•"
XW1-c2, 1•"
XW1-s3, 1•"
SJ7-a1-T, 1•"
SJ7-a2-T, 1•"
SJ7-c1-T, 1•"
SJ7-c2-T, 1•"
SJ7-u1-T, 1•"
SJ2-u1-T, 1•"
SJ2-e1-T, 1•"
T-s1, 1•"
T-s2, 1•"
T-s3, 1•"
TRT-r1, 1‚"
T-s4, 1•"
SCALE: 1•"=1'-0"
SCALE: 1•"=1'-0"
SCALE: …"=1'-0"
SCALE: ‰"=1'-0"
ADDED G.I TO TOWER FOOTINGS, CEILING INSERTS
TRANSFORMER DECK &
POWERHOUSE WALLS-EL 730
4' 0 4' 8' 12
‰"=1'-0"
…"=1'-0"
4' 4'0
6" 6"0"
1•"=1'-0"
12" 12"3"9"
SJ12-e1-CE1, 1"
C O
N T
R
J
T
C O
N T
R
J
T
C O
N T
R
J
T
CQ1-q6, ƒ"
#2/0 GROUND CABLE
CQ3-q6, ƒ"
CQ4-q3.1, 1‚"
12 OCT 70
P-3255 20"
MIDDLE SANTIAM RIVER, OREGON
DELETED CC CONDUITS, REVISED DET. A & DET. B
2ƒ" ƒ
4"
ALL CEILING INSERTS ARE TO BE UNISTRUT TYPE P-3257
SCALE: ‰"=1'-0"
AND ROOF STRUCTURE.
250 MCM
500 MCM
500 MCM
DAI4 20 MAY 2014 ELECTRICAL REVIEW FOR COMPLIANCE UPGRADE
| GP-65-414-30_REV-3 |
| GP-65-414-31_REV-4 |
| GP-65-414-32_REV-2 |
| GPD-10.0-4-2_REV-9 |
| GPP-1.1-0-0_1 |
| GPP-1.1-0-0_7 |
| GPP-1.1-0-0-2 |
| GPP-1.1-6-0A11-1_REV-3 |
| GPP-1.1-6-1A8-1 |
| GPP-1.1-6-1A8-3_REV-1 |
| GPP-1.1-6-1A51-3_REV-4 |
| GPP-1.1-6-9A21-1 |
| GPP-1.1-6-9A40-1 |
| GPP-9-6-9A31-2 |
| GPP-10.1-6-1A11-2 |
| GPP-10.1-6-1A21-2_REV-5 |
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