Attachment_4_-_PDF-TIFF_Drawings_Sent_and_Final_Vectorized_Drawings_Received.pdf
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Solicitation Number: W9127N-16-Q-0005, NWP CAD SERVICES BPA
Attachment 4: PDF/TIFF DRAWINGS SENT AND FINAL VECTORIZED DRAWINGS
RECEIVED
Applicability: Service 1 under section 5.1 of the PWS and Item 2 on Exhibit A: Price List
Narrative:
This attachment provides examples of typical structural, mechanical, and electrical drawings that require vectorization in either Microstation or Autocad (service 1 per the PWS). This example provides 16 drawings that were either PDF or TIFF copies of original drawings sent for vectorization and the final vectorized version. The final drawings are located right after each original PDF or TIFF (i.e. pg. 1 is 1st original and pg. 2 is the vectorized version, etc.). The project-specific information in the title blocks has been redacted for solicitation purposes but it is typical that drawing title blocks would also be updated to show the current revision date and other information after redlines are incorporated. Note that some PDF or TIFF originals were not full sheet size but when vectorized were drawn to scale and then placed on a Government provided sheet border file. This is typical for the 2D vectorization work requested under this BPA.
G2hdcrlk Text Box
CORPS OF ENGINEERS U.S. ARMY
U.S. ARMY ENGINEER DISTRICT, FORT WORTH
CORPS OF ENGINEERS
FORT WORTH, TEXAS
CONTRACT DRAWINGS, THE INFORMATION ON THIS DRAWING GOVERNS.
WHERE THE INFORMATION ON THIS DRAWING CONFLICTS WITH THE ORIGINAL
THIS DRAWING SUPPLEMENTS INFORMATION SHOWN ON DRAWING C131.1.
NOTES:
FOR TWO TRANSFORMERS.
BASIC CHANGES OF THE DRAFT TUBE DECK DUE TO PROVISION
INFORMATION SHOWN ON THIS DRAWING ILLUSTRATES ONLY THE2.
> UNIT 2 > UNIT 1
F L
O W
> ROADWAY
AXIS OF DAM
> UNITS
KEY PLAN
SCALE: â��"=1’-0"
SECTION A-A
SCALE: â��"=1’-0"
SECTION B-B
SCALE: â��"=1’-0"
SECTION C-C
SCALE: 3"=1’-0"
DETAIL A
12" 9" 6" 3" 0
12’0 5’ 10’ 15’ 20’ SCALE: â��"=1’-0"
PLAN EL. 117.0
N
REVISION DATE
11 MAY 62AM #2
BYDESCRIPTION
THIS SHEET ADDED
DESIGNED BY:
FVU
FVU
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE: AS SHOWN
INVITATION NO. CIVENG-41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
DRAFT TUBE DECK EL. 117.0
TWO TRANSFORMER ARRANGEMENT
C1001
POWERHOUSE-STRUCTURAL
HARZA ENGINEERING CO.
HARZA ENGINEERING CO.
292A
GENERATOR LEADS BUS
EL. 117.0
> UNITS
OIL SUMP
TRANSFORMER
> TRANSFORMER RAIL
FLOW
CAVITY WALL
DRAFT TUBE GATE SLOT
EL. 100.0
SLOPE TO DRAIN
EL. 118.83
EL. 117.0
AL. RAILING
> GANTRY CRANE RAIL
SWITCHGEAR ROOM
CAVITY WALL
EL. 100.0
EL. 118.83
AL. RAILING
> GANTRY CRANE RAIL
SWITCHGEAR ROOM
FLOW
EL. 113.0
GENERATOR LEADS BUS
> TRANSFORMER RAIL
> VENTILATING DUCT
(TYP.)
TRANSFORMER OIL SUMP
AIR INTAKE
GRATING
CAVITY WALL
EXHAUSE DUCT
> UNIT 2
> TRANSFORMER 2
> GENERATOR LEADS BUS OPENING
EL. 117.0
EL. 100.0
SWITCHGEAR ROOM
AIR COMPRESSOR ROOM
EXHAUSE DUCT
> TRANSFORMER RAILS
> UNIT 1
> TRANSFORMER 1
EQUIPMENT DOOR
(STAIRS NOT SHOWN)
CABLE MANHOLE
SWITCHYARD
CABLE DUCT TO
CAVITY WALL
OUTLET CONDUIT 2 OUTLET CONDUIT 1
24’-1´�" 2’-10¯‰" 11´�"
TRANSFORMER OUTLINE
DETAIL A
44’-6" 3’-5¯‰"11’-0"4’-11"25’-1¡º"
4’-0" 3’-10´�" 24’-1´�"
1’-1"
8’-2"
28’-0"
WALL
4’-0"
26’-0" 23’-0"
2’-1¡º" 3’-5¯‰"11’-0"4’-11"
4’-6"23’-6"
10’-6"
21’-0"2’-5"
16’-3"
5’-0"6’-11´�" 3’-9´�"
2’-5"5’-0" 8’-3â��"
3’-6"15’-8˘�"14’-0â��"
1’-0"
20’-9"15’-0"10’-6"
5’-0"
2’-5" 3’-9´�"
2’-5"
5’-0" 11’-5â��"1’-2"
1’-5"
4’-0"
1’-6"
(TYP.)
MEMBRANE WATERPROOFING
2´�" CONCRETE COVER ON
18’-9" MAX.
11’-3" MAX.
3’-6" WALL
3’-3" DRAFT TUBE GATE SLOT
18" SLAB
3’-6" WALL
4 SPACES @ 10’-6"=42’-0"
18" SLAB
6" SLAB
PULL BOXES
TRANSFORMER
DISTRIBUTION CENTER
TRANSFORMER DISTRIBUTION CENTER
TRANSFORMER PULL BOXES
TRANSFORMER
GENERATOR FLOOR EL. 117.0
> TRANSFORMER 2
OIL SUMP
> TRANSFORMER 1
DN
EQUIPMENT DOOR
DRAINAGE TRENCH
DRAINAGE TRENCH
C.J.
HATCH
ACCESS
CABLE MANHOLE
EAST (LEFT) END WALL
CRANE BUMPER PL
GATE SLOTS
TRANSFORMER PULL BOX
CRANE BUMPER PEDESTAL
APPROACH DECK
C.J.
TRANSFORMER PULL BOX
TRANSFORMER PULL BOX
C.J.
PARAPET
GATE SLOTS > 80 LB ASCE GANTRY CRANE RAIL
C.J.C.J.C.J.
OIL SUMP
B
B
B
B
> UNIT 1
B
18" SLAB
B 7 B
B 9 B
0 B
WEST (RIGHT) END WALL
¡º
7’-0"5’-6" 18’-0â��" 9’-3˘�"
23’-2" 43’-0" 18’-7´�" 10’-9â��"
157’-3"
24’-0"17’-0"20’-9"15’-0"52’-6"4’-6"23’-6" 1’-4˘�" 3’-1â��"3’-1â��" 5’-4˘�"6’-2´�"5’-4˘�"
W A
L L
> UNIT 2
B
C.J.
TRANSFORMER PULL BOXES
HATCH
ACCESS
OUTLINE
TRANSFORMER 2
TRANSFORMER 1 OUTLINE
AIR INTAKE
> 80 LB ASCE TRANSFORMER RAIL
DRAINAGE TRENCH
T O
U N I
T S
A A
B
B C
C
F L
O W
8" CURB
8" CURB8" CURB
8" CURB
GANTRY CRANE RAIL EL. 117.0
TOP OF TRANSFORMER AND
SLOPE TO DRAIN
> 80 LB. ASCE RAIL AND ACCESSORIES
C.J.
> ˘�" ANCHOR. BOLTS 3’-0" CC
7"7"
3¡º"3¡º"
8"8"
GROUT
SOLE PLATE
CORPS OF ENGINEERS
FORT WORTH, TEXAS
> UNIT 2 > UNIT 1
F L
O W
> ROADWAY
AXIS OF DAM
> UNITS
KEY PLAN
SCALE: â��"=1’-0"
SECTION A-A
SCALE: â��"=1’-0"
SECTION B-B
SCALE: â��"=1’-0"
SECTION C-C
SCALE: 3"=1’-0"
DETAIL A
12" 9" 6" 3" 0
12’0 5’ 10’ 15’ 20’ SCALE: â��"=1’-0"
PLAN EL. 117.0
N
REVISION DATE
11 MAY 62AM #2
BYDESCRIPTION
THIS SHEET ADDED
DESIGNED BY:
FVU
FVU
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE: AS SHOWN
INVITATION NO. CIVENG-41-443-62-94
C1001.1DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
DRAFT TUBE DECK EL. 117.0
TWO TRANSFORMER ARRANGEMENT
SCALE: 3"=1’-0"
DETAIL X
12" 9" 6" 3" 0
(C116)
10 DEC 644376 ADDED DETAIL X AND REVISED SECTION C-C.
CO #69
CONTRACT DRAWINGS, THE INFORMATION ON THIS DRAWING GOVERNS.
WHERE THE INFORMATION ON THIS DRAWING CONFLICTS WITH THE ORIGINAL
THIS DRAWING SUPPLEMENTS INFORMATION SHOWN ON DRAWING C131.1.
NOTES:
FOR TWO TRANSFORMERS.
BASIC CHANGES OF THE DRAFT TUBE DECK DUE TO PROVISION
INFORMATION SHOWN ON THIS DRAWING ILLUSTRATES ONLY THE2.
HARZA ENGINEERING CO.
292CTHIS SHEET SUPERSEDES SHEET C1001
HARZA ENGINEERING CO.
POWERHOUSE-STRUCTURAL
CONTR NO. DA-41-443-CIVENG.
GENERATOR LEADS BUS
> UNITS
OIL SUMP
TRANSFORMER
> TRANSFORMER RAIL
FLOW
CAVITY WALL
DRAFT TUBE GATE SLOT
EL. 100.0
SLOPE TO DRAIN
EL. 118.83
EL. 117.0
AL. RAILING
> GANTRY CRANE RAIL
SWITCHGEAR ROOM
CAVITY WALL
EL. 100.0
EL. 118.83
AL. RAILING
> GANTRY CRANE RAIL
SWITCHGEAR ROOM
FLOW
EL. 113.0
GENERATOR LEADS BUS
> TRANSFORMER RAIL
> VENTILATING DUCT
(TYP.)
TRANSFORMER OIL SUMP
AIR INTAKE
GRATING
CAVITY WALL
EXHAUSE DUCT
> UNIT 2
> TRANSFORMER 2
> GENERATOR LEADS BUS OPENING
EL. 117.0
EL. 100.0
SWITCHGEAR ROOM
AIR COMPRESSOR ROOM
EXHAUSE DUCT
> TRANSFORMER RAILS
> UNIT 1
> TRANSFORMER 1
EQUIPMENT DOOR
(STAIRS NOT SHOWN)
CABLE MANHOLE
SWITCHYARD
CABLE DUCT TO
CAVITY WALL
OUTLET CONDUIT 2 OUTLET CONDUIT 1
24’-1´�" 2’-10¯‰" 11´�"
TRANSFORMER OUTLINE
DETAIL A
44’-6" 3’-5¯‰"11’-0"4’-11"25’-1¡º"
4’-0" 3’-10´�" 24’-1´�"
1’-1"
8’-2"
28’-0"
WALL
4’-0"
26’-0" 23’-0"
2’-1¡º" 3’-5¯‰"11’-0"4’-11"
4’-6"23’-6"
10’-6"
21’-0"2’-5"
16’-3"
5’-0"6’-11´�" 3’-9´�"
2’-5"5’-0" 8’-3â��"
3’-6"15’-8˘�"14’-0â��"
1’-0"
20’-9"15’-0"10’-6"
5’-0"
2’-5" 3’-9´�"
2’-5"
5’-0" 11’-5â��"1’-2"
1’-5"
4’-0"
1’-6"
(TYP.)
MEMBRANE WATERPROOFING
2´�" CONCRETE COVER ON
PULL BOXES
TRANSFORMER
DISTRIBUTION CENTER
TRANSFORMER DISTRIBUTION CENTER
TRANSFORMER PULL BOXES
TRANSFORMER
GENERATOR FLOOR EL. 117.0
> TRANSFORMER 2
OIL SUMP
> TRANSFORMER 1
DN
EQUIPMENT DOOR
DRAINAGE TRENCH
DRAINAGE TRENCH
C.J.
HATCH
ACCESS
CABLE MANHOLE
EAST (LEFT) END WALL
CRANE BUMPER PL
GATE SLOTS
TRANSFORMER PULL BOX
CRANE BUMPER PEDESTAL
APPROACH DECK
C.J.
TRANSFORMER PULL BOX
TRANSFORMER PULL BOX
C.J.
PARAPET
GATE SLOTS > 80 LB ASCE GANTRY CRANE RAIL
C.J.C.J.C.J.
OIL SUMP
B
B
B
B
> UNIT 1
B
18" SLAB
B 7 B
B 9 B 0 B
WEST (RIGHT) END WALL
¡º
7’-0"5’-6" 18’-0â��" 9’-3˘�"
23’-2" 43’-0" 18’-7´�" 10’-9â��"
157’-3"
24’-0"17’-0"20’-9"15’-0"52’-6"4’-6"23’-6" 1’-4˘�" 3’-1â��"3’-1â��" 5’-4˘�"6’-2´�"5’-4˘�"
L L
> UNIT 2
B
C.J.
TRANSFORMER PULL BOXES
HATCH
ACCESS
OUTLINE
TRANSFORMER 2
TRANSFORMER 1 OUTLINE
AIR INTAKE
> 80 LB ASCE TRANSFORMER RAIL
DRAINAGE TRENCH
I
T S
A A
B
B C
C
F L
O W
18’-9" MAX.
11’-3" MAX.
3’-6" WALL
3’-3" DRAFT TUBE GATE SLOT
18" SLAB
3’-6" WALL
4 SPACES @ 10’-6"=42’-0"
18" SLAB
6" SLAB
8" CURB
8" CURB8" CURB
8" CURB
DRAINS (M415)
> TRANSFORMER RALL
TOP OF TRANSFORMER RAIL EL. 117.0
MK 311-15
> ANCHOR BOLTS
> TRANSFORMER RAIL
80 LB RAIL AND ACCESSORIES (C321)
SLOPE
HOT POURED JT. SEALING
(TYP.)
COMPOUND
EL. 116.87
RAIL CLIP
C.J.
SOLE PLATE
EL. 116.42
REPLACE AS SHOWN
TO THIS LINE AND
CHIP EXISTING CONCRETE
7"7"
5"5" 2�"2�"
8" (TYP)
´�" ´�"
3¡º"3¡º" ´�" (TYP.)1" (TYP.)
GROUT
6´�"6´�"
P R
O J
1" 1" �" TOOLED EDGES (TYP.)
GANTRY CRANE RAIL EL. 117.0
TOP OF TRANSFORMER AND
SLOPE TO DRAIN
> 80 LB. ASCE RAIL AND ACCESSORIES
C.J.
> ˘�" ANCHOR. BOLTS 3’-0" CC
7"7"
3¡º"3¡º"
8"8"
GROUT
SOLE PLATE
CORPS OF ENGINEERS
FORT WORTH, TEXAS
REVISION DATE
15 MAY 63
BYDESCRIPTION
DESIGNED BY:
AWT
AWT
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE: AS SHOWN
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APR. 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
CORPS OF ENGINEERS U.S. ARMY
DO 1431 CO #6
POWERHOUSE-ELECTRICAL
CONTROL SYSTEM
MAIN ONE LINE DIAGRAM
E500.1
NOTES:
CONNECTIONS.
GENERATORS NOS. 1 & 2 ARE IDENTICAL & HAVE SIMILAR
STANDARDS MIL 12B, 15A, 27 AND 103.
DESIGNATIONS ARE IN ACCORDANCE WITH MILITARY
ABBREVIATIONS, ELECTRICAL DEVICE SYMBOLS, AND
1.
2.
HARZA ENGINEERING CO.
HARZA ENGINEERING CO.
THIS SHEET SUPERSEDES SHEET E500 360
REDRAWN FOR NEW ARRANGEMENT
A
T1
51N
L2
L3
1SB1SB 1SB 1SB 1SB
T1
L1
LM
VS
VVAR
TB
CB
67N
GH
TB W
M S
79797979
A
M S
A
M S
A
V V
T2
A
T2
T2X
T2
51N
T2
T2
T1
T1
S 52-A S 52-B S 52G-2
15G
LINE RE1. EMER. COMM.
COMMUNICATION
1RV
1RF
FR
VR
T1X
T1
F
F
V
V
S
L
L
S 52G-1
1SG
V
51G 46G51G
27G59G
TB
TBTCVARWHWHWA
V
AS
VS
C
6X
MA
M G
PMG
S1 S1 MF
FRH
EXC.
A
FTC
FRH
M
T38
T
87G
64G
GX
S
AS AS
AA
WHWH
51N51N
51X
B
49T
51X
S 52N-2
T
87G
64G
A
49T
252-1 252-2
V
VS
AC
T H
R U
S
B E
A R I
G
I
L
M
C
N T
R O
L
L
E
D
A K
N T
R O
L
480V
ROT. SIQ. COUPLER
B U
C K
B O
O S
T
S T
A
FLD.
EXC. RES.
DISCH.
FLD. 250V
100MV SHUNT
CONVERTER)
(FIELD TEMP
14400-120
0.95PF, 120RPM
13.8KV, 3
27,368KVA
GEN. NO.1
1000-5
R
BEARINGS
ANN.
2000-5
52N-1
250MVA I.C.
1200A. 13.8KV
0.25 OHM
480-120 VOLTS
5C
ANN.
HR
S A
S
252-3
BUS 1 BUS 2
480V. S.S. SWGR.
0.25 OHM
2000-5
1000-5
ANN.
R
(NOTE 1)
NO.2
GENERATOR
STA. SERVICE TRANSFORMERS
500KVA, 13,800-480V
NO.BNO.A
TRIPS BKR. 52-B
ANN.
CO
RELEASE
UNIT SHUT DOWN
6550 AND
ANN.
R
13.8KV
0.25 HF
12KV
1500-5
ANN.
BKR. 52-A
TRIP S.S.
OUT IN
ANN.
EXCITATION SUPERVISORY RELAY
144OO-120
1500-5
5C5CANN
RECORDER
GENERATION
PLANT
INCOMING
RUNNING
BUS
SYN.
2000-5
13.8KV. 500 MVA I.C.
ALL ACB’S 2000A
AUTO
SYNC
3000-5
UNIT 2 PT’S.
R
R
FREQ. LIMITS
ANN.
20TD
5P
TRIP
52-A
152T-2,3
HR
ANN.
600-5MR
ANN.
5P (UNIT 1)
3 ,138-13.2KV
MAIN XFMR. NO.1, 32000KVA, FOW,
ANN.
PUMP CONTROL
2 14400-120
14,400-120
AUTO
SYNC
3 3
50-5
5-10
AUX C.T’S.
3000-5
2000-5
14400-120
14400-120
1500-5
1500-5
12KV
B K
R
B
T R
S
ANN.
ANN.
B K
R
A
T R
S
ANN.
600-5MR
20TD 5P
HR
ANN.
ANN.
TRIP
52-B
152T-1,-5
ANN.
PUMP CONTROL
5P (UNIT 2)
3 , 138-13.2KV
MAIN XFMR. NO.2, 32000KVA, FOW,
79.7KV-115/66.4 VOLTS
161KV, 600A
ALL DISCONNECTS
1200-5MR
300-5
O.C.B TRIP
ANN.
1200-5MR
1200-5MR
600300-5
129T2A
129L-1
152T-2129T2B129T3A152T-3
300-5
129T3B129T4A152T-4
300-5300-5
129T4B129T5A 152T-5129T5B
1200-5MR1200-5MR1200-5MR1200-5MR1200-5MR
300-5
1200-5MR
1200-5MR
129L-3
LINE METERING LINE METERING
129L-2
L I
L A
Y I
N G
SAME AS LINE NO.1
A
79.7KV-115/66.4V
79.7KV-115/66.4 VOLTS
FUTURE
LT
LT
A
B
LINE NO.1
TEXAS POWER & LIGHT
LINE NO.2
GULF STATES UTILITIES
L I
L A
Y I
N G
SAME AS LINE NO.1
LINE NO.3
GULF STATES UTILITIES
A
138KV 5000 MVA I.C.
ALL OCB’S 1200A
138KV RING BUS
13.8KV
0.25 F
A
A
A.V.R.
129T1B 152T-1
129T1A
R E
L A
Y S
F
S
P O
L A
R I
Z I
R R
E N
T
Z
T
P
T
P
C
V
X
X
X
X
HANDLE END
CONTACTS
M
HANDLE POS. (BACK VIEW)
AUTO. OFF MAN.
1 2 1
X X
X
X
X
X
X
3 4 3
4 X
X5 6 5
6 X
X7 8 7
8 X
X9 10 9
10 X
X11 12 11
12 X
X13 14 13
14 X
X15 16 15
16 X
X17 18 17
18 X
NOTES:
1. FOR DEVICE SCHEDULE AND SYMBOLS SEE DRAWING E501
SYSTEM NO.1
GENERATOR CO SYSTEM CONTROL CIRCUIT
(TYPICAL)
EXCITER FIELD ACB-41 CONTROL CIRCUIT
CIRCUIT
FREQUENCY LIMIT CONTROL
ISG
SW. DEVELOPMENT
GENERATOR SYNCHRONIZING
(TYPICAL)
VOLTAGE REGULATOR & EXCITATION CONTROL CIRCUIT
AUTO SYNC & SPEED MATCHER CONTROL
STOP CONTROL (TYPICAL)
GATE SERVOMOTOR ADJUSTABLE
? INDICATES CONTACTS OPEN IN TEST POSITION
AUTO SYNC & SPEED MATCHER AUX.
(TYPICAL)
GENERATOR PROTECTIVE RELAYS
U.S. ARMY ENGINEER DISTRICT, FORT WORTH
CORPS OF ENGINEERS
FORT WORTH, TEXAS
REVISION DATE
15 MAY 63
BYDESCRIPTION
DESIGNED BY:
A.T.
AWT
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE:
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
E506.1
POWERHOUSE-ELECTRICAL
DO 1431 CO #6
CORPS OF ENGINEERS U.S. ARMY
GENERAL REVISIONS
CONTROL SYSTEM
MAIN UNIT CONTROL
SCHEMATIC DIAGRAM
NONE
HARZA ENGINEERING CO.
HARZA ENGINEERING CO.
13.8KV. GENERATOR ACB & NEUTRAL ACB CONTROL CIRCUIT (TYPICAL)
THIS SHEET SUPERSEDES SHEET E506 365
CONTR NO. DA-41-443-CIVENG.
GX
G
G
G
G
GX
TX
T
SD
G
GX
GV
C
C K
U N
C K
U N
C L
O
N T
R O
L
I N
T E
R L
O C
K
RX
15M
LX
15M
SR
SI
R
15M L
15M
25X1
25Y
C
IAB
T
IAB
M E
C H
O P
E R
T
IAB
GX
LCO
IAB
B
C
INB
C
INB
T
INB
T
INB
GX
LCO
INB
A
52N
B
52N A
ISG
ISG
ISG
ISG
SI
SR
SN
R
ISG
R
LS
L
LS
L
ISN
IND
POSITION
SERVOMOTOR
GATE
MTD ON MECH
POTENTIOMETER
C K
S T
A T I
R V I
A R
D
P
T
G E
N
P
T
G E
N
B
T
G E
N
B
T
G E
N
X
I2A2
CS-C
52L
80-
TEST
IVR
D1
12 3X
AUTO
43MC
52X
90-
52C
90-
52T
90-
X
90-52
B
90-52
B
90-41
NEUT. OFF
IVR
ON-SC
IVR
90-52
X
90-58
OL
OL
3X
418X
3X
X
12A2
TEST
IVR
X
27G
ON
IVR
41C
90-
41X
41X
90-
41AX
90-
LCS
90-41
90-41
52A
LCS
90-52
41X
41AX
41T
90-
A
90-41
GX
115%
12B3
RL
70V
FIELDS
SERIES
LL
70V
B
RLS
70V
B
LLS
70V
AUTO
43MC
S1
70V
S2
70V
S4
70V
S3
70V
X
12A2
X
27G
X
12A2
X
27G
FLD.
STAB.
GEN
FIELDS
SERIES
RLS2
L.S
POS
LLS2
LS
B
GX
R
IME
L
IME
A
B
LS
GX
RC
RLS1
LC
LLS1
AND ABOVE
NO LOAD VOLT.
OPEN AT SPEED
L.S. SET TC
AND BELOW
NO LOAD VOLTAGE.
OPEN AT SPEED
L.S. SET TC
RV
STATION
BREAK GLASS
GX
GC
SW.
TEST
RV
GX
GC
SW.
TEST
X
BIR
FREQ. LIMITS
RECORDER
FREQUENCY
H1
81R
LO
81R
X
81R
B P
M S
X
R
AUTO
43MC
A
B
C
IFB
X
I2A2
CO
IFB
T
IFB
AUTO
43MC
GX
B
52G
W
59G
M M
A
A
C
M M
X
OVI GDI PSI CS2
CS1
M
S
87GX
GRN
HR HR
5P
HR
5C
5P 5C
R C
L C
A N
N
C
C O
A N
N
G X
D
T
G T
N T
S U
P E
R V I
S O
Y
M P
V
S T
R I
B U
T I
I
T C
H B
O A
R D
N
S
P GRP
G T
S N
L
A N
N
G
C L
O S
E
I
N T
E R
L O
C K
P
4 5
N T
G T
T
S D
A
N
G
C
X
S
S
S P
W
S
S T
R I
B U
T I
I
T C
H B
O A
R D
C K
S
25Y 27X
S S
G
G
X
X
S
S S
S
S S
M
ISG
ISG
M
IAS
2S
1 2
S
IAM
N
N
N
N
N
S P
P
S
S
S
R R G G
69R
M
M
M
IAB
C
ISG
S
ISG1
GB1
69 K
63TOX M
S
K
K K
GB4
5P
5C
GB2
C
GB3
K
K
K
K
52N
69R
C L
GBNI
GBNM
GBN
GBP1
GBPM
GBP
CLOSED IN TEST POS. ONLY
M
5C 5P 1
IES
M C
B
GBT
M K K M
?? 69
K
GBGW
K
R R G G
69R
K
A
K
K K
K
K
GNN2
GNP2
CLOSED IN TEST POS. ONLY
M
5C
GNG
M K K M
?? 69
K
K
M
GNC
4A
K
89RK
C L
O S
E
O P
E
C H
T R I
P
GNT
K
4 ?
M
K
K
K
T R I
P
G
A K
E S
S P
A R
E
M
S X
S Y
M S
B P
X
X
T
X
X
G
I
N T
E R
L O
C K
S T
R I
B U
T I
I
T C
H B
O A
R D
C K
U N
U N
C K
U N
U N
S
S P
N
S T
R I
B U
T I
I
T C
H B
O A
R D
C K
U N
U N
M
S 27X
S
M
S 27XS
S IAS
S IAS
25 15M
TP
TP TP
TP
M
9P
SNR SNL
M
R A I
S E
L O
W E
R
M
M L
Y
S
27X IAS
7 8
9 10
11 12
13 14
27X
S
S
S
S S
X
X
25X1 25X1 25X2 25X2 25X1 25X1 25X2 25X2 S
S
LAM
M R
X
M L
X
3 4
5 6
7 8
9 10 S
9N
S
S
S T
R I
B U
T I
I
T C
H B
O A
R D
E
E
E
M
VRP1
VRP
IVR
OFF
M
A
A 4C
IVR
TS-C
M
E
90-
S2-L
CS-T
M
E
M
M
EEEEE
E
EEE
E E
E EM M
M
M
M
M
A N
N
REG. TRIP ALARM
VRN1
VRN
C
5C
R R
AUTO
A A G G
C
T
T
93 70V
E
FC1
L O
W E
R
R A I
S E
A
M
IMV
R
E
IMV
R E
E
M
IMV
L
IMV
L
E
R R W W G G
M
12A2
VS1
VS2
E E
27G
M
G E
R
70RC 70LC
E
R A I
S E
L O
W E
R
70RC 70LC
W G
M M M
E
E
E
M M
E E
O S
E
T
O S
E
G E
A
F
D
X
G E
A
D
S P
A R
E
ME E EM M
S
G
S
S T
R I
B U
T I
I
T C
H B
O A
R D
C K
R G
C C
A
G
C
?G
M
M
IBG
S P
A R
E
A N
N
S C
63C
E
COP1
COP
URX
COT1
CON1
C
CON
G
R G
C C
A
G
C
G
M
M
IBG
S P
A R
E
A N
N
S C
63C
E
COP2
URX
COT2
C
CR
C
C
S
S
S T
R I
B U
T I
I
T C
H B
O A
R D
C K
U N
U N
S
S
S T
R I
B U
T I
I
T C
H B
O A
R D
S S
M
HR-HT
G G R R
41T41X41C
M
M
M
M ME E
E M
M M
A
C
E E E
C
V
I
N T
E R
L O
C K
S
R C
I
N T
E R
L O
C K
L C
I
N T
E R
L O
C K
G
I
N T
E R
L O
C K
S
I
P
X
I
N T
E R
L O
C K
S
5C
5C
EFT
EFT1
IES 5
4C
41X
41X
K
E
P
61N 75
VOLTAGE
OVER
DIFFERENTAL PARTIAL SHUT-DOWN COMPLETE SHUT-DOWN
NEUTRAL ACB-52NGENERATOR ACB-52G
FIELD
M-G SET BREAKER CONTROL 90-52 RELAY UNIT BUCK & BOOST FIELD BREAKER 90-41 MOTOR OPERATED VOLTAGE ADJUSTING RHEO-70V MOTOR OPERATED EXCITER FIELD RHEOSTAT-70VOLT. SPEED SUP RELAYS GEN. STAB
GENERATOR NO.2GENERATOR NO.1
R E
L E
A S
E
N
N
P
C K
U N
U N
N
C K
CO RELEASE.
IES
A U
N
P P
1 1
REMOVABLE HANDLE
MAINTAINING CONTACTS IN ALL POSITIONS
MANUAL - - AUTOMATIC
OFF
NOTES:
CORPS OF ENGINEERS
FORT WORTH, TEXAS
REVISION DATE
15 MAY 63
BYDESCRIPTION
DESIGNED BY:
K.M.
K.M.
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE:
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33.
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
E514.1
POWERHOUSE-ELECTRICAL
DO 1431 CO #6
U.S. ARMYCORPS OF ENGINEERS
NONE
CONTROL SYSTEM
MAIN TRANSFORMER & STATION SERV.
FULL LINE CONNECTION DIAGRAM
REVISED FOR 2 TRANSFORMERS
IS SIMILAR, EXCEPT FOR CABLE AND WIRE CODE PREFIXES.
DIAGRAM & DESIGNATIONS ARE SHOWN FOR UNIT NO.2, UNIT NO.1
REFER TO THE MANUFACTURERS SHOP DRAWINGS.
FOR FINAL TERMINAL BLOCK ARRANGEMENT AND WIRING CONNECTIONS
1.
2.
HARZA ENGINEERING CO.
HARZA ENGINEERING CO.
372THIS SHEET SUPERSEDES SHEET E514
CONTR NO. DA-41-443-CIVENG.
S
A
S
G
B
B
P
P
G
G
A
G
S
V
S
S
G
G
P
P
A
S
G G
RR
TGC
TGC2
A
B
C
H1 H2
X1 X2
H3
X3
A
BC
A B C A B C
CONT’D FROM DWG. E513
CUBICLE NO.3
13.8KV SWGR
TRANSFORMERS
BUS POT.
S
AU1
AU2
AU3
2SP
A U
A U
A U
14,400-120V
500MVA I.C.
2000A; 13.8KV.
50-5
SSP
SS12
AC1
AC2
AC3
AC0
AC0
AC0
AC1
AC2
AC3
AC0
1SP.
STP
STN
STP1
STN1
STC
STL
STT
6SS
SS6
1SP. 5SP. 3SP.
T
T
T
T
T
T
S
P
S
P
S
P
S
P
X Y X Y
T
X
T
R
T
C L
T
X
T
R
T
C L
1SP.
3SP.
S
P
NO.1 NO.2
OIL PUMPS
480 V.AC
T A
T A
P
T A
T A
T A 1 T
C P
T R
T A
P S
G
R P
A B C
63QP
63TQ
63TN
63TNC
26QT 49T1
63T PUMP 1 PUMP 2 TW1 TW2
63TO
63 63
T A
T A
P
T C
P
T C
D
T C
O
T C
W
T C
W
T C
W
A
B
A
B
A
B 6 C
R.T. D’S
120VAC
C K
T
T E
S T
C K
T
G D
E S
S E
N T I
A L
NO.1 NO.2
PUMPS
OIL
D-C
CONT.
D-C
OPER.
N T
R O
L
CUBICLE NO.6
13.8KV SWGR
A.C.B. 52-B
TRANSFORMER NO.B
STA. SERVICE
A B C
DWG. E519
TO SWITCHYARD
TRANSFORMER NO.2 TERMINAL BOX
T G
C
T G
C
49T
13,800 480V
500KVA
CUBICLE NO.7
13.8KV SWGR
TRANSFORMER "B"
STATION SERVICE
L
L
L
MAIN TRANSFORMER NO.2
138-13.2KV
32,000KVA-FOW
CORPS OF ENGINEERS
FORT WORTH, TEXAS
REVISION DATE
15 MAY 63
BYDESCRIPTION
DESIGNED BY:
A.T.
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE:
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
E543.1
POWERHOUSE-ELECTRICAL
DO 1431 CO #6
CONTROL CIRCUIT (TYPICAL)
13.8KV STATION SERVICE ACB-52A
1 1
1BATTERY CHARGER MG SET CONTROL CIRCUIT (TYPICAL)
* ALL CONTROL EQUIPMENT NOT INDICATED OTHERWISE SHALL BE LOCATED ON OR IN THE RECORDER AND STATION BOARD
1INVERTER SET CONTROL CIRCUIT
(TYPICAL)
XFMR WATER SPRAY CONTROL CIRCUIT
1. FOR DEVICE SCHEDULE & SYMBOLS SEE DWG E501
TRANSFORMER CONTROL CIRCUIT (TYPICAL)
NOTES:
1EMERGENCY GENERATOR CONTROL CIRCUIT
CIRCUIT
PLANT DOOR RELEASE CONTROL
LEAD LAG CONTROL ???? ?????? ??? ???? ?????? ????
TRANSFORMER OIL PUMPS AND COOLING WATER VALVES CONTROL CIRCUIT (TYPICAL) 1
CLOSE ?? ????? ??
PS-???? ??? ?? ??? ????
FIRE PUMP CONTROL CIRCUITS
(SHOWN FOR 52A, 52B SIMILAR EXCEPT AS NOTED)
GENERAL REVISIONS
HARZA ENGINEERING CO.
AWT/PF
STATION SERVICE SYSTEM
STATION SERVICE CONTROL
SCHEMATIC DIAGRAM
NONE
? LOCATED ON TRANS
? LOCATED ON ???? TRANS DISTR CTK
HARZA ENGINEERING CO.
ACB (252-1) CONTROL CIRCUIT
480V STATION SERVICE XFMR NO.A
ACB (252-3) CONTROL CIRCUIT
480V STATION SERVICE BUS TIE
ACB (252-2) CONTROL CIRCUIT
480V STATION SERVICE XFMR NO.B
THIS SHEET SUPERSEDES SHEET E543 ???
CONTR NO. DA-41-443-CIVENG.
K
K
S
S
RR R
69R
G
51X
G R G G A R R G G R R G G A
G G G
R R
MOT GEN
W
DC
GOV
DC
G4 V
A
83V 72V 72R FA
VR
MOTSR
R R
GEN
EE
27E
AC
AC
EN
27E
A V F
W W
W
TDX
W
DSR ST1DST ST2
DX
G G R R
S
G G
R R
G G
R R
T1
T2
MOT
MOT
R R
MOT
27P
R G
CLOSED IN TEST POS. ONLY
P STP
P
STPI
MIABS
C
STCT
K M
IABS
T
IABS
T
IABS
C
KK
51X
STC
K
69R
STC1
STT1
STT
C L
O S
E
T R I
P
O P
C H
STN1
S
S
N
N
STN
M M
MK
G
12 87 49T
CI TX A
OPEN IN TEST POS.
A N
N
A B
IABS
N
IABS
SC
M
M
T R I
P
STD
A
A N
N
. STL
B
A c
51N
IABS
LCO
M
MK
K
SP
41N
S
N
N
O P
C H
N
IABT1
C
POS. ONLY
CLOSED IN TEST
252-2
B
252-2 252-3
POS. B
252-2 IABS
T
252-3
A
SB
A
M
N M N M
M
ABTI
LCO
N
64-1
A N
N
M
IABT1
C N
IABT1
T
OPEN IN TEST POSITION
WITHDRAWN
COMPLETELY
TEST OR
IS WITHDRAWN TO
CLOSED WHEN ACB
C L
O S
E
T R I
P
A
B B A A B
I N
T L
K
C L
O S
E
I N
T L
K
T R I
P
A N
N
IABT1
N
IABT1
SC
M
SP
S
N 46
N
N
N
IABB
C
252-1
B
252-1 252-2
POS. B
POS. ONLY
CLOSED IN TEST
O P
C H
252-1
A
M
N
IABB
C
IABB
T
C L
O S
E
T R I
P
252-2
A
M
IABB
T
M MN N
M
IABB
LCO
OPEN IN TEST POSITION
WITHDRAWN
COMPLETELY
TO TEST OR
ACB IS WITHDRAWN
CLOSED WHEN
A B A A B
I N
T L
K
C L
O S
E
I N
T L
K
T R I
P
A N
N
IABE
N
IABB
SC
M
AB B
SP
S
N 42
N
N
N
O P
C H
IABT2
C
252-1
B
252-1 252-3
POS. B
POS. ONLY
CLOSED IN TEST
WITHDRAWN
COMPLETELY
TO TEST OR
ACB IS WITHDRAWN
CLOSED WHEN
C L
O S
E
T R I
P
252-1
A
IABT2
T
M
252-3
A
N
N N NM M
M
M
M
IABT2
C
IABT2
T
IABT2
LCO
64-2
A N
N
B B A A B
I N
T L
K
C L
O S
E
I N
T L
K
T R I
P
A N
N
IABT2
N
IABT2
SC
A B
OPEN IN TEST POSITION
TEST SW.
LOCAL
IM
C
IM
T
IM
LCO
IG
ON
IG
OFF
IG
LCO
42M 42M
72G
R
P
P
PP
42M
480/120
OL
OL
M
G
72G
G
A N
N
B U
S
ANN.
IG
N
IG
SC
72G
P 42
M
M
M
P
OL OL
P
DISTR. CTR.
480V AC COMMON
M G
R
72G
72G
72G
P S
VS VS
VS VS
GM
GM
A N
N
S
P
P
75A SHUNT
50 MV
81 FOR MG SET 1
82 FOR MG SET 2
P S
N
S
74N
27E
27E
83V
TEST SW.
LOCAL
83V 12R
72V
M O
T O
R
R
E
E
V
E E
E N
B U
S
F A
M O
T O
R
FA
SPEED REG.
FLD. ACCEL REL
72V
R H
E
A
S P
E
J
72R
R H
E
A
V O
L
J
P
42EE
42EE
S
83V
EN
42EE
S
A N
N
I N
S
B U
S
A N
N
V
83V
75-SA
B U
S
A N
N
GV
GV
P
42EN
42EN
EE
B U
S
V A
N N
S P
A R
E
I N
S
P
P
42EN 83V 83V
S
S
P
N
M
??? 87
TX
M
T
A N
N
T D
X
TURB ROOM
LOCATED IN
LOCATED NEAR TRANSFORMER
T
I
P S
C L
A
A
B R
E A
K
S
LOCAL START
S
27P
PD
PD
DG DG
MM
M
M
M M
M
T
TD2X
TD1X
IDGR
START
IDGR
STOP
27P
LOCAL STOP
L
S U
P E
R V I
S O
M P
D I
E S
A R
T
L
D I
E S
O P
TDIX
T
TD2X
27D
DG
S E
R V I
G R
A T I
O N
BUS 1
ACB
15A
TRIP
BUS 2
ACB
15A
TRIP
DG
DG
DG
DG
IDGB IDGB
CLOSE CLOSE
27P
PD
20TD1X
T
DX
TD2X
DX
O S
E
I
P
C O
O L I
N G
W A
T
L V
E
252D
CLOSE
252D
B
252D
B
A N
N
A N
N
IDGB
N
IDGB
5C
L
DG
DG
IDGB
TRIP
IDGB
TRIP
GEN. SET
FOR DIESEL
DEVICES
PROTECTION
DG
TRIP
252D
252D
A
XFMR.
CONTROL
S
28X
S
28 28Y
L
D
120-24V
D
MOMENTARY
CONTROL SW.
SOLENOID
RELEASE
DOOR
DISTR. CTR
480V TRANS
42T1
OL OL
WI
20T
L
1T1 1T2 1T3
I
S P
A R
E
120V
480-
M
M
42T
URX
CS CS
ITCW
AUTO C
ITCW2
ON OFF REM
1TR
42T1
1TX1
1TCL3
T E
M P
1TX
ITCL1
1TCL
ITA1
CS
LEAD
1TCL2
CS
LAG
49T
-IX
LAG
2TCL2
LEAD
CS
CS
REM OFF ON
M
2TCL
ITA
2TCL3
T E
M P
2TX
CS CS
T
C W
AUTO
2TCW
C
URX
I N
D
L T
S OL
OL
T W
T W
I N
D
L T
S
2TX1
2TR
42T2
C L
O S
E I
L V
E
R
L
DISTR. CTR
480V TRANS
120V
480-
42T2
AUTO
I
S P
A R
E
OL OL
2T1 2T2 2T3
TRANS
CAB CN
IN TERM
DISC ACB
PD
I
OFF
120V
480-???
F2
TDIX TDIX
27P
F1
PD
OL
F
F
A N
N
F2
OL OL OL OL
INTLK
MECH
PD PD
PD
PDPD
GENERATOR
EMERGENCY
FEED FROM
DISTR. CTR
480V PUMP
480-120V
F1
PD
OFF
AUTO
HAND
TD
TD
A N
N
F
S P
A R
E
OL
OL
PD
F2
M M
PD
PS
INTAKE LINE
2, TD1X
20 TD2X
(NORMALLY OPEN)
INTAKE VALVE
(NORMALLY OPEN)
SERVICE VALVE
42F2 CS AUTO S
P
A R
E
O S
E
S
I
P
D I
E S
A
R
P
N
S
S
M
TRANS ???????
TCD
HR
M
TCN
??? ??? ??? AUX ???
T X
A N
N
S P
A R
E
S P
A R
E
S P
A R
E
T
T
T
M M
A N
N
M M
M
42T1 42T2
M
CLOSED ???
TCW
TCW1
TCW2
CLOSED ??
M M
TCT1
A N
N
M???
T
X F
T
X F
C L
O S
E
I
N T
A K
E
T
X
T
T R
T
DIESEL SHUTDOWN RELAY
2TCL1
S T
R I
B U
T I
I
T C
H B
O A
R D
S T
B D
S T
R I
B U
T I
I
T C
H B
O A
R D
S T
R I
B U
T I
I
T C
H B
O A
R D
S T
R I
B U
T I
I
T C
H B
O A
R D
S T
R I
B U
T I
I
T C
H B
O A
R D
S T
R I
B U
T I
I
T C
H B
O A
R D
F R
M M
S T
R
S E
N T I
R M
P P
L Y
S T
R I
B U
T I
I
T C
H B
O A
R D
C K
S U
P E
R V I
S O
M P
S T
R I
B U
T I
I
T C
H B
O A
R D
S E
N T I
S T
R I
B U
T I
B D
S T
R I
B U
T I
I
T C
H B
O A
R D
C K
252-3
POS.
POS.
252-2
POS.
252-3
V O
L
J
H
E O
MECH INTERLOCK
S U
P E
R V I
S O
M P
CORPS OF ENGINEERS
FORT WORTH, TEXAS
REVISION DATE
15 MAY 63
BYDESCRIPTION
DESIGNED BY:
AWT
AWT
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE: ´�"=1’-0"
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
23 DEC. 63
SCALE: â��"=1’-0"
SECTION A-A (E550) 1 2
1 2SECTION E-E
2SECTION F-F
DETAIL B
SECTION B1 B1
PLAN-CONCRETE 1
1 PLAN-PLATE
SECTION D-D
VIEW SHOWN WITH BUS REMOVED
1 ENLARGED PLAN (E550) GEN. NO.2
GEN. NO.1 SIMILAR BUT OPPOSITE HAND
E551.2
POWERHOUSE-ELECTRICAL
GENERATOR VOLTAGE SYSTEM
GEN. & TRANSFORMER 13.8K.V. LEADS
DETAILS AND SECTIONS
REVISED FOR 2 TRANSFORMER ARRANGEMENT
REVISED ACCORDING TO SPEC. & MFG. DWGSDO 3005
DO 1431
DO #22
DO #6
HARZA ENGINEERING CO.
397THIS SHEET SUPERSEDES SHEET E551.1
HARZA ENGINEERING CO.
CONTR NO. DA-41-443-CIVENG.
COPPER GRD. BUS BAR
EL. 114.0
EL. 163.5
EL. 172.0
EL. 184.0
FLOW
INSULATOR
PULL-OFF-STRUCTURE (C302)
477MCM ACSR (HAWK), OVERHEAD LINE TO SWITCHYARD
11 UNIT SUSPENSION INSULATOR STRING
WIRE (NEAR & FAR SIDE)
4/0 GRD. CA. TO SHIELD
GUY WIRES
GRD. INSERTS
MAX. EL. 154.0
> UNITS
SLATOR FRAME
SEE SECTION F-F
SEAL-OFF-BUSHINGS
STATOR FRAME
EL. 109.83
EL. 108.5
EL. 100.0
TUBINE PIT LINER
SWGR. ROOM EL. 100.0
FRONT 13.8KV SWITCHGEAR
ENCLOSED BUS
PHASE, METAL-
NON SEGREGATED,
TRAYS
CABLE
EL. 117.0
GEN. ROOM
MATCH LINE
XFMR.-BUS CONTRACT
(SPLIT TYPE)
XFMR. TEMINAL BOX
GEN. HOUSING
RAILS
> TRANSFORMER
TRAYS
CABLE
CONDUIT
3" NON-MAG.
BUS, BOTTOM EL. 110.75
PHASE, METAL ENCLOSED
2000A 13.8KV NON SEGREGATED
TRANSFORMER LEADS
EL. 113.25
LIGHTNING ARRESTERS
1" IPS COPPER TUBING
FLANGE
H0
TANK
> XFMR
GANTRY CRANE
BUSHINGS
SEAL-OFF-
(FLEXIBLE)
2" CONDUITS LUG
SEE DETAIL B
10’-3" 6’-6"7’-2"14’-4"
1’-0"
S H I
N G
12’-2"
16’-11"
9’-10"5’-0"3’-6"26’-0" 1’-3" MAX. ABOVE EL. 125.010’-0" MIN.
4’-5"2’-1´�"2’-5"10´�"
XFMR. DISTR. CTR.
1’-6" â�„" DIA. STEEL SHIELD WIRE TO SWITCHYARD
3 138-13.2KV.
32000KVA. FOW
COVERS (4 REQD.)
REMOVABLE
477MCM ACSR (HAWK)
EL. 100.0
TURBINE ROOM
2000A, 13.8KV
GEN. LEADS
CONDUIT
3" NON-MAGNETIC METAL
> GEN. TERMINALS & BUS
GEN. RM. FLOOR EL. 117.0
SEAL-OFF-BUSHING
GEN. BARREL
OPENING & BLOCKOUT
B L
A C
K O
U T
O P
E N I
N G
EL. 113.0
BOLTS >
WALL.
DOWNSTREAM
POWERHOUSE
EMBEDDED NON MAG.
ALL WELDED JOINTS
> BUS
> BUS
OUTLINE XFMR. BUS-
GASKET.
WATERTIGHT ??????
ANGLE
EL. 118.0
CONCRETE
DRAFT TUBE DECK
ANCHORS
GEN. HOUSING
STATOR FRAME
> LEADS AT
REMOVABLE LEAD BARRIER EL. 109.83
FURNISHED BY BUS MANUFACTURE.
ANGLE FRAME ANCHOR TO CONCRETE
OFF-BUSHING
2000A, 15KV SEAL
NON MAG. METAL FLANGE (BY BUS MFR.)
BUS FLANGE
GEN. BUS HOUSING
BUS CONDUCTORS72"X36" NON MAG METAL PLATE WITH VAPOR TIGHT GASKET
CND. > EL. 116.25
3" NON-MAGNETIC METAL
BARRIER
REMOVABLE LEAD
STATOR FRAME
BARRIER
REMOVABLE LEAD
F
F
D
D
E
E
GEN. HOUSING
GEN. ROOM FLOOR EL. 117.0
EL. 116.25
GROUNDING BUSHINGFOR GEN. NEUTRAL LEAD
3" NON-MAGNETIC METAL CND.
> BUS EL. 114.0
RESET
FACE OF GEN. BARREL
SEAL-OFF BUSHINGS
NON MAG. T BAR
BUS SUPPORT INSULATED FOR 15KV
ALL GEN. CONNECTIONS
MFR. RECOMMENDATIONS)
STRESS CONE (ACCORDING TO CABLE
GEN.-BUS CONTRACT MATCHLINE
STATOR FRAME
500MCM-15KV SHIELDED ??
GEN NEUTRAL CT
FLEXIBLE COPPER BRAIDS (BY BUS ???)
T4, T5, T6 T4A, T5A, T6A
T1, T2, T3
EL. 109.83
P L
A T
E F
L A
N G
E
P L
A T
E 2’-6´�"
1’-0"1’-6"1’-6"1’-0"
6"5’-0"6" 2’-6´�"
9"9"
11"11"11"
6"
3"X2" ANGLE ¡›" THICK
FOR ´�" DIA. BOLTS
DRILL & TAP HOLES
FRAME (BY BUS MFR.)
4’-6" BUSHING PLATE
A T
E S
10’-6"
6’-0"
9"
9"
T3 T2 T1
¡ª
EL. 116.25 T6
T6A T5A
T5 T4
T4A
TOP OF STATOR FRAME
NON MAG. ´�" HEX. BOLTS
33’-0" DIA. INSIDE FACE REQULAR BARREL
6"4’-0" BUS OPENING6"
I
T S
> XFMR
L
B1 B1
WATER-TIGHT PLATE COVER (BY BUS MFY.)
SEAL-OFF BUSHINGS AND
2000AMP. 15KV.
FURNISHED BY BUS MANUFACTURE
ANGLE FRAME ?????? TO CONCRETE
PLACEMENT.
BOTTOM BEFORE CONCRETE
& SEAL WITH COMPOUND FROM
WELD NUT TO ANGLE (CHANNEL)
GASKET
ANGLE
ANCHOR
CORPS OF ENGINEERS
FORT WORTH, TEXAS
SECTION A-A
REVISION DATE
15 MAY 63
BYDESCRIPTION
DESIGNED BY:
AWT
AWT
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE:
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
E680.3
23 DEC 63
DO 1431
DO 3005
DO 3388 1 APR 64
REVISED IN ACCORDANCE WITH SWD LETTER DATED IS ???. ?? & REVISED
REMOVED DIMENSIONS, GENERAL REVISIONS
HIGH VOLTAGE SYSTEM
PLAN EL. 117.0
(TYPICAL FOR XFMR. NO.1 & NO.2)
1 2
THROUGH ERECTION BAY DOOR
TRANSFORMER CLEARANCE
TRANSFORMER UNTANKING
1.
2.
3.
MAIN POWER TRANSFORMERS WILL BE IDENTIED.4.
NOTES:
HIGH VOLTAGE SWITCHYARD CONNECTIONS
PAYMENT ITEMS:
INSTALLING MAIN POWER TRANSFORMERS AND LIGHTNING ARRESTERS
ATTACHED EQUIPMENT.
PUMPS, HEAT EXCHANGERS, CONTROL AND TERMINAL BOXES AND OTHER
SHOWN ON DRAWING. MAXIMUM OVERALL DIMENSIONS INCLUDE PIPING,
TRANSFORMER MANUFACTURER WILL NOT EXCEED MAXIMUM DIMENSIONS
THROUGH ERECTION BAY DOOR.
NO PART OF TRANSFORMER WILL INTERFERE WITH ITS MOVEMENT
AND 209,000 LBS. WITH OIL.
WEIGHT OF TRANSFORMER WILL NOT EXCEED 168,000 LBS. WITHOUT OIL,
TRANSFORMER ARRANGEMENT
PLAN AND DETAILS
SCALE: „"= SCALE: „"= ‚"=
POWERHOUSE-ELECTRICAL
CL2
CO #22
HARZA ENGINEERING CO.
CO #6
HARZA ENGINEERING CO.
LOCATION OF ??? & TRANSFORMER DIMENSIONS. (????)
REVISED FOR TWO TRANSFORMER ARRANGEMENT
THIS SHEET SUPERSEDES SHEET E-680.2
CONTR NO. DA-41-443-CIVENG.
CRUSHED STONE
GRATING
GANTRY RAILS
DRAFT TUBE GANTRY CRANE
GRD. INSERT
GRD. INSERT
H1
H2
H2
GRD. PAD.
GRD. BUS
CURB
GRD. INSERT
H0
GRD. PAD
X1
X2
X3
SUMP
12-2" CND'S
XFMR. DISTR. CENTER
X F
M
X F
M
XFMR. DISTR. CENTER
EL. 117.0
> TANK
H0
COPPER GRD. BUS
GRD. PAD
LUG
FLANGE
1" IPS COPPER TUBING
GRD. INSERT
XFMR. RAILS
EL. 132.58
> XFMR. BUS
BOXES
XFMR. PULL
SEE DWG. C131A
XFMR. NO.2 ONLY
XFMR. SUMP SHOWN FOR
RAILS
> XFMR.
CRANE
DRAFT TUBE GANTRY
> RAILS
(ASCE 80LB.)
>'S XFMR. RAILS
GRD. BUS
COPPER
INSERT
GRD.
BOX
XFMR. TERM.
METAL ENCLOSED BUS
NON-SEGREGATED, NON-INS.
2000A, 13.8KV
(E683)
SEE DETAIL A
FOR CONTINUATION
(HAWK)
477MCM ACSR
GRD. CABLE
500MCM
44'-6"3'-6" 3'-11'-0"4'-11"25'-1¡ë 6'-9•" (TANK FLA ï ï ï
Â
T A
A 3'-3'-6"1'-6"3'-6"
4'-5"2'-2'-5"
S H I
N G
GRD. INSERT
GRD. BUS
1'-3" MAX. ABOVE EL. 125.010'-0" MIN. CLEARANCE
MATCH LINE
TRANSFORMER CONTRACT
13.8KV BUS AND
COVERS (4 REQD.)
REMOVABLE
BOX
XFMR. TERM.
A
A
FLOW.
26'-0" TO > UNITS
2 WINDING TRANSFORMER TANK
13.2-138 GRD. YKV, 3PH, 60
> 32,000KVA, FOW
ARRESTERS
> LIGHTNING
POWERHOUSE DOWNSTREAM WALL
EL. 117.0
EL. 117.0
POWERHOUSE CRANE MAIN HOOK
LIFTING BEAM (FURNISHED WITH XFMR.)
CORE AND COILS
OPENING
ERECTION BAY DOOR
" > TO >2
16'-2
TRANSFORMER RAILS
GIRDER EL. 147.0
BOTTOM OF CRANE BRIDGE
OF TRANSFORMER
LONGITUDINAL AXIS
17'-0"
"1
GATE VALVE, NORMALLY CLOSED
GATE VALVE, NORMALLY OPEN
CHECK VALVE
ANGLE VALVE WITH HOSE CONNECTION
PRESSURE RELIEF VALVE
HOSE CONNECTION
THREE-WAY VALVE
POSITION 1 POSITION 2 POSITION 3
MANUFACTURES.
EQUIPMENT AND PIPING FURNISHED BY EQUIPMENT
WITH TRANSFORMER.
2. TRANSFORMER HEAT EXCHANGERSAND CIRCULATING PUMPS ARE INTEGRAL
IN THE INSULATING OIL SYSTEM.
3. THOROUGHLY FLUSH THE PURIFIER WITH INSULATING OIL BEFORE USING IT
NOTES:
LEGEND:
OCB SYSTEM SIMILAR.
THROUGH A FILL BOX CONNECTION IN THE ERECTION AREA.
FILL DIRTY TRANSFORMER OIL TANKS BY GRAVITY FROM A TANK TRUCK
OCB SYSTEM SIMILAR.
DRAIN TRANSFORMER BY GRAVITY TO DIRTY TRANSFORMER OIL TANKS.
OCB SYSTEM SIMILAR.
TRANSFORMER OIL TANKS, USING PURIFIER.
PURIFY THE OIL FROM THE TRANSFORMER AND TRANSFER TO CLEAN
OCB SYSTEM SIMILAR.
TRANSFER TO CLEAN TRANSFORMER OIL TANKS, USING PURIFIER.
PURIFY THE OIL FROM THE DIRTY TRANSFORMER OIL TANKS AND
OCB SYSTEM SIMILAR.
TRANSFORMER BY TRANSFER PUMP.
TRANSFER THE OIL FROM THE CLEAN TRANSFORMER OIL TANKS TO
OCB SYSTEM SIMILAR.
PURIFIER.
CIRCULATE THE OIL IN THE CLEAN TRANSFORMER OIL TANKS THROUGH
IS IN SERVICE.
CIRCULATE THE TRANSFORMER OIL THROUGH PURIFIER WHILE TRANSFORMER
OCB SYSTEM SIMILAR.
PUMP.
FLUSH TRANSFORMER LINES WITH CLEAN TRANSFORMER OIL BY TRANSFER
OCB SYSTEM SIMILAR.
TRUCK, USING PURIFIER PUMP.
TRANSFER DIRTY TRANSFORMER OIL FROM DIRTY OIL TANKS TO TANK
ALL OTHERS
ALL OTHERS
ALL OTHERS
ALL OTHERS
ALL OTHERS
ALL OTHERS
ALL OTHERS
ALL OTHERS
ALL OTHERS
T8-4, T8-2, T11-2
T8-4, T8-2, T1-4
T3-2 (T4-2, T5-2, T6-2, T7-2) T2-2, T1-4
1T10-2 (2T10-2), T9-2, T11-2
1T10-2 (2T10-2), T9-2, T13-2, T-6, T11-1, T-7 1 , T2-1
T3-2 (T4-2, T5-2, T6-2, T7-2) T2-2, T-6, T11-1, T-7 3 , T4-1
T11-2, T13-2, T-6, T11-1, T-7 1 , T2-1
T1-4, T-6, T11-1, T-7 3 , T4-1
T-4 2 , T-2, T-1, T-7 1 , T3-1, 1T3-3 (2T3-3)
T-4 1 , T-6, T11-1, T-7 1 , T2-1
T1-2 2 , T-6, T11-1, T-7 3 , T4-1
T-4 2 , T-2, T-1, T-7 1 , T3-1, 1T9-4 (2T9-4) T9-2, T11-2
T1-2 1 , T-2, T-1, T-7 3 , T5-1, T2-4 (T2-6, T2-8, T2-10, T2-12) T2-2, T1-4
T11-2, T13-2, T-6, T11-1, T-7 3 , T-9, 7-11
T1-4, T-6, T11-1, T-7 3 , T-9, T-11
NO. OPERATION VALVES
OPEN CLOSED
OPERATING SCHEDULE
1A
2A
3A
4A
5A
6A
8A
9A
SERVICE VALVES:
2 NORMALLY CLOSED T1-1, T-10, T-12, T-14, T-16, T-18, T-20
U.S. ARMY ENGINEER DISTRICT, FORT WORTH
CORPS OF ENGINEERS
FORT WORTH, TEXAS
REVISION DATE
15 MAY 63
BYDESCRIPTION
DESIGNED BY:
A.L.
W.M.
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE:
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33M402.2
DO #2811
DO 1431
CO #13
CO #6
U.S. ARMYCORPS OF ENGINEERS
NONE
2 REVISED RAW WATER PIPING.
ADD SECOND TRANS. PIPING, OCB PIPING, & VALVE NUMBERS.
McGEE BEND DAM & RESERVOIR
ANGELINA RIVER, TEXASNECHES RIVER BASIN, TEXAS
INSULATING OIL SYSTEMS
FLOW DIAGRAM
HARZA ENGINEERING CO.
T1-2 1 , T-2, T-1, T-7 3 , T5-1, T6-1, (T7-1, T8-1, T9-1, T10-1)
1T10-2 (2T10-2), T9-2, T13-2, T-6, T11-1, T-7 1 , T3-1, 1T3-3 (2T3-3)
1 NORMALLY OPEN T-3, T-5, T-22, T2-3, T2-5, T11-4, T12-2, T14-2, T15-2
1. ALL OIL PIPING IS 2´�"-INCHES UNLESS OTHERWISE NOTED.
3 OCT 63
POWERHOUSE-MECHANICAL
H.L. J.C.B.
HARZA ENGINEERING CO.
294THIS SHEET SUPERSEDES SHEET M402.1
CONTR NO. DA-41-443-CIVENG.
T3-2
T2-4
T10-1
T4-2
T2-6
T9-1
T5-2
T2-8
T8-1
T6-2
T2-10
T7-1
T7-2
T2-12
T6-1
T11-4T12-2T-18T14-2T-16T15-2
T-14T-12T-10
T2-3 T2-5
T-22
T-4
T-7 T2-1
T3-1
T4-1
T5-1
T1-2
T13-2 T-9
T9-2T11-2
T8-2
T2-2T1-4
T-2
T-1
T11-1 T-6
T-3 T-5
2T10-2 2T3-3 1T10-21T3-3
T8-4 T-11
T1-1
DWG. M432
ATTACHMENT DETAIL "A"
SEE HOSE
TRANSFORMER 2 TRANSFORMER 1
FLOW INDICATOR, TYP.
HEAT EXCHANGER, TYP.
CIRCULATING PUMP
IN ERECTION AREA
FILL AND REJECT BOX
(COMMON)
OIL LEVEL GAUGE BOARD
(COMMON)
PURIFIER (1200 GPH)
(50 GPM, 46 PSI)
TRANSFER PUMP
TYP.
TO CHILLING SUMP,
L
O
C L
E
B
L
O
D I
R
B
L
O
T R
A N
S F
O R
M E
R
C L
E A
N
L
O
T R
A N
S F
O R
M E
R
C L
E A
N
L
O
T R
A N
S F
O R
M E
R
D I
R T
Y
L
O
T R
A N
S F
O R
M E
R
D I
R T
Y
T-20
COPPER TUBING FROM OIL TANKS
F L
E X I
B
TOTALIZING METER
EQUIPMENT DRAIN, TYP.
STAND PIPE, TYP.
CHILLING SUMP
SUMP DRAIN
2" DRAIN, TYP.
AUTOMATIC DEHYDRATOR
SAMPLE VALVE, TYP.
TRANSFORMER & OCB OIL STORAGE ROOM
BY-PASS, TYP.
OIL PURIFICATION ROOM
COPPER TUBING TO OIL LEVEL GAUGES, TYP.
DIAPHRAGM BOX, TYP.
SWITCHYARD, TYP.
CIRCUIT BREAKER IN
1´�" 1´�" 1´�" 1´�" 1´�" 1´�"
2" 2"
2" 2"
2"
2" 2" 2"
2"
2"
2"
M432
DETAIL "A" DWG.
SEE HOSE ATTACHMENT
3"
3"
CORPS OF ENGINEERS
FORT WORTH, TEXAS
REVISION DATE
15 MAY 63
BYDESCRIPTION
DESIGNED BY:
A.L.
W.M.
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE:
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
M406.2
DO 1431
NONE
POWERHOUSE MECHANICAL
RAW WATER FLOW DIAGRAM
DO 2811 3 OCT 65 REVISION OF RAW WATER LINES. CO #13
CO #6
GATE VALVE, NORMALLY OPEN
GATE VALVE, NORMALLY CLOSED
GLOBE VALVE, NORMALLY CLOSED
CHECK ?????
DIAPHRAGM OPERATED PRESSURE REDUCING VALVE
GLOBE VALVE, NORMALLY OPEN
TEMPERATURE CONTROLLED BUTTERFLY VALVE
SOLENOID VALVE
STRAINER
ANGLE HOSE VALVE
HOSE CONNECTION
SIGHT FLOW INDICATOR
PRESSURE GAUGE
SOLENOID CONTROL VALVE
LEGEND:
T
ISOMETRIC A
A.L.J.C.B.
HARZA ENGINEERING CO.
HARZA ENGINEERING CO.
ADD PIPING, VALVES, & VALVE NO'S. FOR SECOND ????
THIS SHEET SUPERSEDES SHEET M 406.?
CONTR NO. DA-41-443-CIVENG.
WELD PIPE TO ELBOW
OIL GALLERY, TYPICAL
RW3-2
1RW3-3
RW7-1
6"
DELUGE VALVEDRAIN
6"
2RW-3
FIRE PUMP
STRAINER
6"
6"
8"
2"
PRESSURE SWITCH
RW3-1
RW6-1
RW6-5 RW6-7
RW6-3 RW6-9
1"
2"
1"
1"
1"
3" 10"
1RW3-2
1RW2-2 1RW1-2
FROM GENERATOR AIR COOLERS
10"
10"
ERACTION BAY AREA
HOSE CABINET, TYP.
1RW3-11RW2-1
3"
1RW1-1
10"
T
RW1-1
RW1-3
RW1-5
RW2-1
RW2-3
RW2-5
RW-3
2RW3-1
3"
2RW2-1
10"
T
2RW1-1
3"
10"
2RW2-22RW1-2
FROM GENERATOR AIR COOLERS
2RW3-2
10"
1RW-9
MAINTENANCE SHOP
POWER INTAKE WALL, TYP.
24"
16"
TWIN-BASKET STRAINER, TYP.
12"
1RW1-3
1RW-5
1RW-1
12" 12"
FLOW SWITCH
3" BY-PASS
1RW1-5TURBINE FLOOR
1"
8"
1" BLOW-OUT
8"
1RW-3
RW-1
4"
8"
12"
2RW-3
2RW-1
24"
16"
12"
2RW1-3
2RW-5
FLOW SWITCH
3" BY-PASS
2RW1-5
TO GENERATOR AIR COOLERS
ORIFICE PLATE & FLANGES. TYP.
2RW-7
TO TURBINE SHAFT ???
TO TURBINE GUIDE BEARING
PRESSURE SWITCH
PRESSURE FITTER, TYP.
RW10-1
4"
3"
3"
DISCHARGE TO TAILWATER
RW8-2
RW8-1
2"
3"
3"
VENT
RW9-2
RW9-5
RW9-4
RW9-9
2"
RW9-7 RW9-3
RW9-1
2" 3"
2"
24"
POWER INTAKE WALL
16"
4"
TURBINE GUIDE BEARING
FLOW SWITCH
1RW-7
TO GENERATOR AIR COOLERS
TURBINE SHAFT SEAL
FROM TURBINE GUIDE BEARING
FROM GENERATOR THRUST AND LOWER GUIDE BEARING
2RW5-1
2RW5-5
2RW4-5
2RW5-3
2RW5-2
2RW4-2
2RW4-3
2RW4-1
6"
3"
4"
3"3"3"
4"
3" 3"
FLOW SWITCH
1RW4-1
1RW4-3
1RW5-5
1RW4-5
1RW5-1
1RW5-3
1RW5-2
1RW4-2
2"
3" 3"
3"3"
3" 3" 3"
4"4"
3"
6"
8"
FLOW SWITCH
1"
12"
12"
10"
HEADERS, TYP.
WELDED TO RING
PIPE SUPPORT
TYP.
FLANGE, THREADED.
BREAK DOWN
NOTE 2 (M421)
RING HEADER, SEE
(M422)
SEE DRAFT TUBE DECK, PLAN EL. 117.0
6" RAW WATER SUPPLY. FOR CONTINUATION
SPRAY RINGS. SEE ISOMETRIC A
TO TRANSFORMER FIRE PROTECTION
TYPICAL
MONITOR SWITCH,
ROOM, TYPICAL
AIR COMPRESSOR
TYPICAL
COMPRESSED AIR AFTERCOOLER,
DRAINAGE PIPING
TO TRANSFORMER SUMP
ON TRANSFORMER, TYPICAL
TRANSFORMER OIL COOLER MOUNTED
BUTTERFLY VALVE, TYP.
TEMPERATURE CONTROLLED
GUIDE BEARING
TO GENERATOR THRUST & LOWER
PUMP, TYPICAL
TURBINE SHAFT SEAL
TREATMENT ROOM, EL. 120.0
SETTLING TANK IN WATER
& STORAGE ROOM EL. 135.0
CONDENSER IN AIR CONDITIONING
TREATMENT ROOM, EL. 120.0
RAW WATER PUMP IN WATER
WATER TREATMENT ROOM
HEAT EXCHANGER IN
LOWER GUIDE BEARING
GENERATOR THRUST AND
TYPICAL
MOUNTED ON TRANSFORMER,
TRANSFORMER OIL COOLER
SUMP DRAINAGE PIPING
TO TRANSFORMER
NEAR FIRE PUMP
TURBINE FLOOR
TYPICAL
DISCHARGE TO ??????,
DRAIN
3"
3" 3"
3"     1"      
AT EL. 151.0
GENERATOR
DIESEL
WITH VACUUM BREAK AND VENT VALVE)
GENERATOR AIR COOLER, TYPICAL (TO BE PROVIDED
TO STATION SUMP
STRAINER BLOW-OFF
CORPS OF ENGINEERS
FORT WORTH, TEXAS
REVISION DATE
15 MAY 63
BYDESCRIPTION
DESIGNED BY:
W.M.
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE:
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
U.S. ARMYCORPS OF ENGINEERS
NOTE:
CONNECTIONS SEE TOP & BOTTOM PLANS
FOR EXACT LOCATIONS OF PIPENOTE:
CO #6DO 1431 REVISED OIL TANK XXXX (T-5, 6, 7 & 8)
J.C.B.
NONE
M410.1
PLAN & ELEVATION-OIL STORAGE TANKS T-1, T-2, T-3 & T-4
"=1’-0"8
3SCALE:
ELEVATION
TOP
T-3 & T-4 T-3
BOTTOM
T-4
T-2
BOTTOM
T-1
TOP
T-1 & T-2
ELEVATION
PLAN & ELEVATION-OIL STORAGE TANKS T-5, T-6, T-7 & T-8
SCALE: �"=1’-0"
TOP
T-7 & T-8 T-7
BOTTOM
T-8
TOP
T-5 & T-6 T-5
BOTTOM
T-6
STATION SERVICE AIR RECEIVER
1 REQUIRED
"=1’-0"8
3SCALE:
POTABLE WATER PRESSURE TANK
"=1’-0"8
3SCALE:
1 REQUIRED
DRAFT TUBE WATER DEPRESSION AIR RECEIVER
6 REQUIRED
DETAIL E
DETAIL A
DETAIL F
SCALE: 3"=1’-0"
DETAIL H
SCALE: 3"=1’-0"
DETAIL G
SCALE: �"=1’-0"
SCALE: 1�"=1’-0"
SCALE: 1�"=1’-0"
SCALE: 1�"=1’-0"
DETAIL B & B1
SCALE: 12"=1’-0"
DETAIL D
SCALE: 1"=1’-0"
DETAIL C
SCALE: 1�"=1’-0"
NOTES:
PROTECTED, TO PREVENT DAMAGE DURING SHIPMENT.
ALL COUPLINGS SHALL BE PLUGGED, ALL FLANGED OPENINGS SHALL BE SUITABLE
NUTS, AND SHALL BE TIGHT UNDER TEST PRESSURE WHEN BOLTED IN PLACE.
ALL MANHOLES SHALL BE COMPLETE WITH GASKETS, COVERS, BOLTS, AND
ALL TANKS SHALL BE SHOP TESTED PRIOR TO SHIPMENT FROM MANUFACTURER.
ASME MINIMUM CODE FOR "UNFIRED PRESSURE VESSELS."
ALL TANK MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE LATEST
WORKING PRESSURE FOR OIL TANKS-50 PSI.
WORKING PRESSURE FOR POTABLE WATER PRESSURE TANK-125 PSI.
WORKING PRESSURE FOR AIR RECEIVERS-125 PSI.
1.
2.
3.
4.
5.
6.
7.
8.
TANKS
POWERHOUSE-MECHANICAL
SEE TOP AND BOTTOM PLANS.
FOR EXACT LOCATIONS OF PIPE CONNECTIONS
HARZA ENGINEERING CO.
HARZA ENGINEERING CO.
H.L. J.C.B.
302THIS SHEET SUPERSEDES SHEET M410
FOR DESCRIPTION SEE SPECIFICATIONS.
DISHED HEAD ASME RECEIVERS AND ARE NOT SHOWN ON THIS DRAWING.
PRESSURE RECEIVER (11 CU FT, 325 PSI) ARE STANDARD FLANGED AND
GENERATOR AIR BRAKE RECEIVER (19 CU FT, 125 PSI) AND GOVERNOR OIL
CONTR NO. DA-41-443-CIVENG.
DETAIL H
SIGHT GAGES)
DETAIL G (FOR TUBULAR
" CONNECTIONS,4
3> 6-
DETAIL A
20" DIA MANHOLE,
GROUNDING PAD, DETAIL D
HEAD (BOTH ENDS)
ASME FLANGED AND DISHED
L
EL. 66.5
DETAIL C
4 OPENINGS,
DETAIL H
SIGHT GAGES)
DETAIL G (FOR TUBULAR
" CONNECTIONS,4
3> 6-
DETAIL A
20" DIA MANHOLE,
HEAD (BOTH ENDS)
ASME FLANGED AND DISHED
L
4 OPENINGS, DETAIL C
DETAIL D
GROUNDING PAD,
S
> 20" MANHOLE (T-1)
> 20" MANHOLE (T-2)
DETAIL B
DETAIL F
DETAIL B1
SKIRT
DETAIL F
> OPENINGS
2" (T-3 & T-4)
DETAIL F
DETAIL B1
SKIRT
DETAIL B
> OPENINGS
SKIRT
DETAIL F
DETAIL B1
DETAIL F
> OPENINGS
> 20" MANHOLE (T-6)
DETAIL D
GROUNDING PAD,
DETAIL F
(T-5)
> 20" MANHOLE
DETAIL B
SKIRT
DETAIL B
> OPENINGS
DETAIL F
DETAIL F
SKIRT
DETAIL D
GROUNDING PAD,
4" INLET & OUTLET
DETAIL A
20" DIA MANHOLE,
4", DETAIL E (TYP)
1 TANK ONLY
GROUNDING PAD, DETAIL D
DETAIL G (TYP.)
(BOTH ENDS)
DISHED HEAD
ASME ELLIPTICAL
HEAD (BOTH ENDS)
ASME ELLIPTICAL DISHED
DETAIL D
GROUNDING PAD,
DETAIL A
20" DIA. MANHOLE,
L
DETAIL E
4" INLET & OUTLET,
DETAIL D
GROUNDING PAD,
L
TUBULAR SIGHT GAGES
CONNECTIONS FOR
DETAIL A
20" DIA. MANHOLE,
GROUNDING PAD, DETAIL D
SKIRT �" P
3X3X� RING LS
SKIRT �" P
3X3X� RING L
> �" (T-1 & T-2)
2�" (T-2)2" (T-1 & T-2)
1’-0"
1’-0"
2"
2�"
1" (T-3)
> 20" MANHOLE
3"
5’-0" O.D.
"�" 7’-6" I.D. �"
�"7’-6" I.D.�"
5’-0" O.D.
1’-0"
7’-6"R
45° 45°
45°
45° 45°
45° 45°
45° 45°
45°
45° 45°
45° 45°
45°
45°
45° 45°
45°45°
45°
1’-0"
1’-0"
> 20" MANHOLE (T-4)
1’-0"
1"
2�"
2"
1’-0"
SKIRT 2�"
1" 2"
2"
1"
2�"
1’-0"
2�" (T-6)
2�" (T-5)
> �" (T-5 & T-6)
1’-0"
2�"1"
2"
1’-0"
1"2�"
> 20" MANHOLE (T7 & T8)
2" (T-7 & T-8)
> �" (T-7 & T-8)
1’-0"
1" 2�"
2"
1’-0"
1" 2�"
2"
2’-3"1’-6"
9’-6"
2" 2"
1’-0"
1’-3�"
6" 3’-6"2’-6"
1’-0"
I
D
6’-0"R
1"
1"
1"2"�"�"
DETAIL G (TYP.)
2" 2"
3"
1"
6"
45°
3’-6" I.D.�"
2’-6" O.D.
4"
2"�"
1" 4"
45°
1’-6�" 5’-5"1’-4"9" 9"2’-0" 1’-4" 1�" (TYP.)
1’-0"
1’-2"
1’-0"
1’-6" �"
15’-0"
I
D
1" �"
2"
3" S.F. (TYP.)
2�" (T-3)
> �" (T-3 & T-4)
ON 2’-10" DIA. BOLT CIRCLE-
(C311), EQUALLY SPACED
" CLASS D ANCHORS4
-14
7’-6"R
ON 5’-3�" DIA BOLT CIRCLE
(C311) EQUALLY SPACED
4-�" CLASS D ANCHORS
3" SF. (TYP.)
5’-3�" BOLT CIRCLE
EQUALLY SPACED ON
4-�" CLASS D ANHCORS (C311)
DISHED HEAD (BOTH ENDS.)
ASME FLANGED AND
4"X�" P
�" STL. P
2’-6" O.D. SKIRT,
2"
2" (T-5 & T-6)
6"6"
HEX. NUTS & WASHERS
"X5" BOLTS WITH8
120-1
150-LB SLIP-ON FLANGE
3"3"
20" I.D.
25" B.C.
27�" O.D.
4"
20 HOLES, 1�" DIA. ON 25" B.C. STRADDLE >
S
WITH �" GASKET
150-LB BLIND FLANGE
ALL AROUND
REINFORCING PLATE
1" STD. WT. BLK. STL. PIPE
T.O.E.
ALL AROUND
3"
2"
SEE ELEVATION
�" WELD
ALL AROUND
" REINFORCING P4
13"X L
FLAT FACED
150-LB SLIP-ON FLANGE,
EXTRA HEAVY STL. PIPE
6"
PIPE, TO.E.
EXTRA HEAVY BLK. STL.
HEAD OR SHELL
COUPLING
EXTRA HEAVY STEEL
HEAD OR SHELL
1"1"
TAP �"-16 N.C.-2
2"X2"X�" PLATE
ALL AROUND
REINFORCING PLATE
STD. WT. BLK. STL. PIPE
(T-2, T-3, T-5 & T-6)
" STANDPIPE, STD, WT. BLK STL. (BLONLY)2
3"
2"
SEE ELEVATION
�" WELD ALL AROUND
�" WELD ALL AROUND
T.O.E.
CORPS OF ENGINEERS
FORT WORTH, TEXAS
> UNIT 2 > UNIT 1
F L
O W
> ROADWAY
AXIS OF DAM
> UNITS
KEY PLAN
N
REVISION DATE
11 MAY 62AM #2
BYDESCRIPTION
DESIGNED BY:
W.M.
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE: AS SHOWN
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
15 MAY 63
NO. DESCRIPTION MAT’L QUAN. REMARKS
BILL OF MATERIAL
STEEL 50 FT. BLACK, EX. HY.
STEEL 20 FT. BLACK, STD. WT.
STEEL 30 FT. BLACK, STD. WT.
STEEL 5 FT. BLACK, STD. WT.
STEEL 270 FT. BLACK, STD. WT.
STEEL 415 FT. BLACK, STD. WT.
STEEL 100 FT. BLACK, STD. WT.
STEEL 60 FT. BLACK, STD. WT.
STEEL 300 FT. BLACK, STD. WT.
STEEL 230 FT. BLACK, STD. WT.
STEEL 200 FT. BLACK, STD. WT.
STEEL 5 FT. BLACK, STD. WT.
C.I. 265 FT. BELL & SPIGOT
C.I. 90 FT. BELL & SPIGOT
C.I. 200 FT. BELL & SPIGOT
C.I. 100 FT. BELL & SPIGOT
STEEL 1 FLAT FACED & DRILLED
STEEL 3 FLAT FACED & DRILLED
STEEL 1 BLACK, BEVELED
STEEL 2 CRANE NO.545D
STEEL 2 CRANE NO.551D
STEEL 1 BLACK, BEVELED
C.I. 1 CLOW F-402
STEEL 5 FLAT FACED & DRILLED
STEEL 9 FLAT FACED & DRILLED
STEEL 9 FLAT FACED & DRILLED
C.I. 7 CRANE NO.467
STEEL 3 BLACK, BEVELED
BLACK, BEVELED
BLACK, BEVELED
BLACK, BEVELED
DRESSER STYLE 38
DRESSER STYLE 38
FLAT FACED & DRILLED
CRANE NO.551D
CLOW FIG. F-1300
F-1320
F-402
SEE SPECS.
CRANE NO.465
SEE SPECS.
BLACK, BEVELED
FLAT FACED & DRILLED
BELL & SPIGOT
F-402
F-506
F-540
F-574
BLACK, BEVELED
BLACK, BEVELED
BLACK, BEVELED
70 FT
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
C.I.
C.I.
C.I.
C.I.
BRONZE
STEEL
STEEL
C.I.
C.I.
C.I.
C.I.
C.I.
STEEL
STEEL
STEEL
16" PIPE
12" PIPE
10" PIPE
8" PIPE
4" PIPE
3" PIPE
2" PIPE
1" PIPE
10" PIPE
8" PIPE
6" PIPE
4" PIPE
24" WELDING NECK FLANGE, 150-LB.
24" SLIP-ON FLANGE, 150-LB.
24"X16" WELDING REDUCER
16"X12" WELDING REDUCER
16" QUARTER BEND B & S
16" WELDING NECK FLANGE, 150-LB.
12" WELDING NECK FLANGE, 150-LB.
12" SLIP-ON FLANGE, 150-LB.
12" GATE VALVE, FLANGED
12" WELDING TEE
12"X12"X8" WELDING TEE
12"X12"X6" WELDING TEE
12"X10" WELDING REDUCER
12" SLEEVE COUPLING
10" SLEEVE COUPLING
10" WELDING NECK FLANGE, 150-LB.
10" CONNECTING PIECE F & S
10" CONNECTING PIECE F & B
10" QUARTER BEND, B & S
10" DIAPH. BUTTERFLY VALVE WITH POSITIONER
10" GATE VALVE. FLANGED
1" MALE THREAD COUPLER
10"X8" WELDING REDUCER
8" SLIP-ON FLANGE, 150-LB.
16" PIPE
8" QUARTER BEND, B & S
8" TEE ALL BELL ENDS
8"X6" V BRANCH, ALL BELL ENDS
8"X6" REDUCER S & S
6"X6"X3" WELDING TEE
6"X3" WELDING REDUCER
NO. DESCRIPTION MAT’L QUAN. REMARKS
STEEL 4 BLACK, BEVELED
STEEL 3
STEEL 4
STEEL 19 FLAT FACED & DRILLED
7 CLOW FIG. F-402
3 F-417
5 F-1320
2 F-1300
1 CRANE NO.557
1 CRANE NO.548
1 WILLIAMS-HAGER
2 GRINNELL
5 SCHD. 80, GALV.
8 BLACK-BEVELED
STEEL 20
C.I. 1
1 F-1320
6 F-402
STEEL 32 FLAT FACED & DRILLED
8 CRANE NO.465
C.I. 4 CLAYTON 93D-
STEEL 8 DRESSER STYLE 38
6" WELDING TEE
6"X4" WELDING REDUCER
6" WELDING NECK FLANGE, 150-LB.
6" QUARTER BEND B & S
6" EIGHT BEND B & S
6" CONNECTING PIECE F & B
6"X4" ECCENTRIC REDUCER
6" CHECK VALVE FLANGED, FIG. 329
6" MULTITROL DELUGE VALVE
4" PIPE SLEEVE 1’-2" LONG
4" WELDING TEE
4" CONNECTING PIECE F & S
4" QUARTER BEND B & S
4" WELDING NECK FLANGE, 150-LB.
4" GATE VALVE, FLANGED
4" SLEEVE COUPLING
CONTROL VALVE, RANGE 10-40 PSI, 120V. A.C
4" COMBINATION PRESSURE RED. & SOLENOID
C.I.
C.I.
C.I.
C.I.
C.I.
C.I.
C.I.
STEEL
STEEL
STEEL
C.I.
C.I.
C.I.
BLACK, BEVELED
BLACK, BEVELED
SEE SPECS.
BLACK-BEVELED
CLOW FIG. F-1300
6" GATE VALVE WITH MONITOR SWITCH, FLANGED
6" CONNECTING PIECE F & S
4" CONNECTING PIECE F & S
CONTINUED ON DWG. NO. M422
THE PRODUCTS SPECIFIED.
MATERIAL WILL BE ACCEPTED IF THEY ARE SIMILAR AND EQUAL TO
PRODUCTS OF FIRMS OTHER THAN THOSE SPECIFIED IN THE BILL OF1.
NOTES:
2.
INSTALLED BY THE CONTRACTOR.
AND FLANGES WILL BE FURNISHED BY THE GENERATOR MANUFACTURER AND
THE GENERATOR AIR COOLER AND GUIDE BEARING FLOWMETERS, ORIFICE PLATES3
REQUIRED FOR INSTALLATION OF FLOWMETERS.
CONTRACTOR. THE CONTRACTOR SHALL FINISH ALL VALVES AND PIPING
FURNISHED BY THE TURBINE MANUFACTURE AND INSTALLED BY THE
THE TURBINE BEARING ?????? ORIFICE PLATE AND FLANGES WILL BE
"PLUMBING, DRAINAGE, AND PIPING."
PAYMENT ITEMS:
"MECHANICAL EQUIPMENT."
12" 0 5’ 10’ SCALE: â��"=1’-0"
PLAN-EL. 100.0 1
PLAN-EL. 103.0 1
M421.2
A.L. J.C.B.
JCB-HL
RAW WATER SYSTEM
SHEET 1
DO 1431
DO 2811 3 OCT 63
REVISED NOTE #3 AND DELETED NOTES 4 AND 5
CO #13
CO #6
DELEATED 6" WATER LINE & REVISED BILL OF MATERIAL
HARZA ENGINEERING CO.
REVISED PIPING AT DOWNSTREAM WALL & BILL OF MATERIAL.
TO REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS.
RING HEADERS AND NOZZLES, SHALL BE DESIGNED AND INSTALLED TO CONFORM
SIZE, LOCATION AND ELEVATION OF THE TRANSFORMER FIRE PROTECTION
2´�"X9" RED. SCREWED FLANGE 2´�" PIPE 1´�" PIPE ˘�" PIPE â��" PIPE
313THIS SHEET SUPERSEDES SHEET M421.1
POWERHOUSE-MECHANICAL
HARZA ENGINEERING CO.
CONTR NO. DA-41-443-CIVENG.
PRESSURE SWITCH
143 FITTER
PIPING GALLERY
> EL. 111.0
112 10
35 34
184 79 107 108
35 31
3", > EL. 100.92
33 29 33
28 26
1" BLOW OUT CONN.
2321 25
1 DETAIL E (M424)
POWER INTAKE WALL OUTLINE, TYP.
35 79 184 91
ROOM, > EL. 116.0
4" TO WATER TREATMENT
FOR CONTINUATION SEE DWG. M422
> EL. 111.0
6" GUTTER
BEARING SUPPLY, > EL. 99.75, TYP.
3" GEN. THRUST & LOWER GUIDE
10" GEN. AIR COOLERS SUPPLY, > EL. 99.0, TYP.
1", > EL. 101.0
8", > EL. 96.0
> EL. 114.92
> UNIT 1
> UNIT 2
> 114.92 162
> UNITS
(DWG M424)
DETAIL B
12 167
A AA’A’
R
R’
JJ
R’
B
R
(M424)
M
M
M
(M424)
M
> UNITSFOR CONTINUATION SEE DWG. M422
6" GUTTER
> UNIT 2
8", > EL. 96.0
EL. 103.0
UP
10" DISCHARGE, > EL. 98.75
?? DISCHARGE, > EL. 115.25
TW FLOATWELL
ELEVATOR SHAFT
SUMP BELOW
STATION DRAINAGE
6", > EL. 96.0
16 48
59 73
5 50
149203
4" STRAINER BLOW-OFF
6", > EL. 110.5
DETAIL C (M424)
2" TO EL. 83.5 (M423)
6", > EL. 96.0
6" GUTTER
4" RAW WATER TO EL. 117.0 (M422)
EL. 117.0 (M422)
FOR CONTINUATION SEE PLAN
FIRE PROTECTION SPRAY RINGS.
6" RAW WATER TO TRANSFORMER
> UNIT 1
6" GUTTER
10" DISCHARGE, > EL. 98.75
SEE PLAN EL. 117.0 (M422)
PROTECTION SPRAY RINGS. FOR CONT.
6" RAW WATER TO TRANSFORMER FIRE
4" RAW WATER TO EL. 117.0 (M422)
DN
61 CUT CONNECTING
PLECE TO PROPER LENGTH
> EL. 115.25
10", > EL. 98.75
4", > EL. 112.0
> EL. 78.75
UP
EL. 103.0
CC
M
C
(M42 4)
M
C
(M424)
M
P
P
N’
N’
M
N
N
P’
P’
F L
O W
M’
M’
M
E
(M424)
E
M
M
M
E(M42 4)
E
23’-4"3’-7"6’-3"11’-0"10’-6"
65’-6" 2’-1â� "4’-0"5’-6" 9" 15’-7¡›" 5’-3´�"7’-2´�"
3’-0"6’-8"1’-0"
4’-0"
6"
3"
3’-6"
1’-0"5’-0" 1´�", > EL. 103.5
3" 1’-10" 1’-10" 3"
10’-6"11’-0"
5’-0"1’-0"
14’-2"
9" 6’-1â� "
SEE PLAN EL. 117.0 (M423)
1´�" > EL. 111.0. FOR CONT.
SUPPLY, > EL. 99.75, TYP.
1´�" TURBINE GUIDE BEARING
1’-0" TYP.
6"
6"
6"
8" 5"
6"
8"
5"
10’-0" 10’-0"
6"
23’-6"2’-3" 35’-9"57’-0"
1’-5" 1’ -5
5’-6"10’-6"6’-0"1’-9"
4’-0"
1’-3" 10â� " 4’-6â��"2’-1¡›"
6’-6"
I
T S
1’-6"10’-3"26’-9"
1’-4" 1’-0´�"
1’-4"
1’-0"
1’-6"
1’-0"
1’-0"
1’-6"
1’-0" ˘�"
1’-0" 9"
1’-3" 6’-6â��"2’-0"2’-1¡›"2’-1¡›"
R
R
R
8’ -0
"R
R
R
R
8’-0"R
0" R
18’-0" R
¡ª
30¡ª 30¡ª
30¡ª30¡ª
CONCRETE PAD
15 GPM. MOUNTED ON 6-IN.
> TURBINE SHAFT SEAL PUMPS,
12’-6"
ROOM, > EL. 110.75
1´�" TO WATER TREATMENT
I
T S
6" GUTTER
DWG. M436
TUBING, TYP. , SEE
THERMOMETER CAPLILLARY
1´�" PIPE SLEEVE FOR
B
REVISION DATE
11 MAY 62AM #2
DESIGNED BY:
W.M.
DRAWN BY:
CHECKED BY:
CHICAGO, ILLINOIS
SUBMITTED BY:
RECOMMENDED:
CHIEF HYDRO. DES BR-S.W. DIV.
APPROVED:
15 MAY 63
U.S. ARMY ENGINEER DISTRICT, FORT WORTH
CORPS OF ENGINEERS
FORT WORTH, TEXAS
BYDESCRIPTION
COL. C.E. DISTRICT ENGINEER, FT. WORTH DISTRICT
RECOMMENDED:
CHIEF ENG. DIV.-S.W. DIV.
SCALE: AS SHOWN
INVITATION NO. CIVENG 41-443-62-94
DWG. NO.
RECOMMENDED:
CHIEF ENG. DIV.-FT. WORTH DIST.
SPEC DATE: APRIL 1962
FILE NO. SN 135-33
NECHES RIVER BASIN, TEXAS ANGELINA RIVER, TEXAS
McGEE BEND DAM & RESERVOIR
NOTES:
1. FOR PAYMENT ITEMS SEE DWG. M421.
MANUFACTURER.
2. CONTRACTOR TO INSTALL FLOW SWITCHES FURNISHED BY TRANSFORMER
BILL OF MATERIAL
NO. DESCRIPTION MAT’L QUAN. REMARKS
79 M.I. 48
3" UNION80
3" COUPLING81
3"X2"X3" TEE83
3"X2" RED. BUSHING84
3" TEE85
3"X2" REDUCER87
3" GATE VALVE, SCREWED91
3" SOLENOID CONTROL VALVE92
3" SOLENOID VALVE 125V. D.C.94
2" COUPLING100
2" RETURN BEND102
2" UNION103
2" CHECK VALVE. SCREWED104
2"…
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