Amendment_0002_Drawings_(Marked_Delta_1).pdf
PDF 5 MB Posted
- Attached to
- Replace/Upgrade Pier 2 Federal contract opportunity
- Solicitation number
- W9123817R0065
About this file
Amendment_0002_Drawings (Marked Delta 1)
View the file
Other files for this federal contract opportunity
Show all 50
Replace/Upgrade Pier 2 has more files on GovTribe.
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
04 October 2017
EDGE OF SLAB
x = 8.92' x = 9.25' x = 17.33' x = 19.17' x = 21.33' x = 30.83' y
EQUIPMENT INFORMATION
MARK NAME DIMS WEIGHT
x y
TRANSFORMER T2 10'-4"x5'-0" 10,000
19.17' 8.00'
FS6 PADMOUNT
SWITCH
5'-6"x5'-6" 10,000
9.25' 13.58'
NGR1 4'-0"x4'-0" 5,000
21.33' 18.33'
FEEDERS 15'-0"x9'-2" 25,000
30.83' 29.92'
TRANSFORMER T1 11'-6"x4'-6" 50,000
17.33' 28.75'
12KV MAIN 4'-10"x9'-2" 8,000
8.92' 29.92'
21'-3" 22'-9"
44'-0"
EQUIPMENT PLAN NOTE:
THE EQUIPMENT SIZE, WEIGHT AND LOCATION ARE SHOWN ABOVE AND ARE THE BASIS OF DESIGN FOR THE SLAB.
THE LAYOUT HAS BEEN DETERMINED SO THAT THE NET SUM OF THE AXIAL AND FLEXURAL BEARING PRESSURES
WILL BE LESS THAN 200 PSF. IF THE PROPOSED FINAL EQUIPMENT WEIGHT CAUSES THE NET BEARING PRESSURE
TO EXCEED 200 PSF THEN THE CONTRACTOR SHALL REVISE THE SLAB DESIGN TO REDUCE THE NET BEARING
PRESSURE TO NOT EXCEED 200 PSF. THE CONTRACTOR SHALL SUBMIT CALCULATIONS AND PLANS OF THE
PROPOSED FINAL EQUIPMENT WEIGHTS AND LOCATIONS WITH CALCULATIONS, FOR APPROVAL, TO SUBSTANTIATE
THAT THE NET BEARING PRESSURE DOES NOT EXCEED 200 PSF. THE REQUIRED CALCULATIONS AND PLANS SHALL
BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER.
CENTROID OF
EQUIPMENT WEIGHT
FOR BOLLARDS & FENCING
SEE SHEET C-404, TYP
15" THICK CONC SLAB ON GRADE W/ #6 @
12" OC EA WAY TOP & BOT TYP UON. THE N-S
BARS ARE TOP & BOT OF THE MAT BARS
3" HOUSEKEEPING
PAD, TYP. FOR
REINFORCING
SEE
2- REMOVABLE BOLLARDS
AT DOUBLE GATES, TYP
(E) AC TO REMAIN
C2
C-406
A D
D I T
I O
N A
L
N
S
B
A R
S
O
C
B
O T
T O
M
C2
C-406
SIM
C2
C-406
EDGE OF
SLAB
APPROX EXTENTS OF COMPACTED
ENGINEERED FILL, SEE
SPECIFICATIONS. SAWCUT (E) AC,
REMOVE & REPLACE AS REQUIRED
LIGHT POLE, SEE ELECTRICAL
DRAWINGS. FOR CONNECTION
TO SLAB SEE (B3/C-406)
2'-0" MIN DEPTH OF
COMPACTED ENGINEERED
FILL. SEE SPECIFICATIONS
M I N
3'-0"
MIN
44'-0"3'-0"
MIN
TOC
+9.80' MLLW
" TO ℄ OF 2-#5
EDGE BARS
EMBEDDED ITEM OR BLOCKOUT FOR FENCE
POST SHALL BE COORDINATED AND
INSTALLED IN ACCORDANCE WITH THE
APPROVED FENCE DESIGN
CUT (E) AC AT
PERIMETER, SEE
CIVIL DRAWINGS
2- #5 CONT AT PERIMETER
EDGE OF SLAB
FOR BOLLARDS &
FENCING SEE
CIVIL DRAWINGS,
TYP
3" HOUSEKEEPING PAD, COORDINATE SIZE &
LOCATION WITH EQUIPMENT SHOP DRAWINGS
NORTH-SOUTH
BARS ARE AT TOP
AND BOTTOM OF
REINFORCING MAT
#4 @ 12" OC EW
" CHAMFER AT
ALL EXPOSED
EDGES, TYP
CONDUIT
C L R
C L R
8" TYP - ADJUST AS
NECESSARY FOR FENCE
22'-2"
LENGTH OF ADDITIONAL #6 @ 12" OC BOT BARS
UNDER-SLAB CONDUIT.
PROVIDE 2" CLR MIN
BETWEEN CONDUIT &
REINF, TYP ALL CONDUITS
REMOVE &
REPLACE (E) AC
2'-0"
MIN
NO DIGGING FOR
TRENCH BLW THIS LINE
TRENCH
SUBSTATION SLAB NOTES:
1. BOTTOM OF EXCAVATION SHALL BE FIRM AND
UNYIELDING. SEE SPECIFICATIONS FOR
REQUIREMENTS IF SOFT MATERIALS ARE
ENCOUNTERED AT THE BOTTOM OF EXCAVATION.
2. SEE STRUCTURAL GENERAL DETAILS ON SHEETS
S-003 & S-004 FOR TYPICAL REINFORCEMENT
INFORMATION.
3. CONCRETE SHALL CONFORM TO MARINE
CONCRETE SPECIFICATION.
4. COORDINATE SUBSTATION SLAB CONSTRUCTION
WITH ELECTRICAL REQUIREMENTS, INCLUDING:
SWITCHGEAR, CONDUITS, LIGHTING,
GROUNDING, ETC. SEE ELECTRICAL DRAWINGS.
5. COORDINATE FINAL LAYOUT WITH EQUIPMENT
MANUFACTURER'S SHOP DRAWINGS.
6. MLLW EL 0.00 FT = +1.11 FT NAVD 88.
7. SITE LAYOUT, LOCATION & CORNER
COORDINATES ARE PER SHEET C-404.
8. NO HORIZONTAL CONDUITS ARE ALLOWED
WITHIN SLAB.
9. MINIMUM DISTANCE BETWEEN VERTICAL
CONDUITS SHALL BE TWO CONDUIT DIAMETERS.
8"
TYP
1'-4" TYP
ANCHOR BOLTS PER
MANUFACTURER.
PROVIDE CALCULATIONS
FOR REVIEW & APPROVAL
LIGHT POLE SEE
ELECTRICAL
DRAWINGS
EDGE OF
SUBSTATION
SLAB
FENCING, SEE
SHEET (C-404)
CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER AT FOLLOWING STAGES OF CONSTRUCTION AND PROVIDE ALL NECESSARY
ACCESS AND ASSISTANCE TO ALLOW THE CONTRACTING OFFICER TO PERFORM SITE OBSERVATION VISITS. THESE VISITS DO NOT
CONSTITUTE INSPECTION OF THE WORK. PROVIDE A MINIMUM OF 2 BUSINESS DAYS NOTICE PRIOR TO REQUIRED TIME OF VISIT.
[X] PRIOR TO COMPACTION OF SLAB SUBGRADE
[X] PRIOR TO PLACEMENT OF REINFORCING
[X] PRIOR TO CONCRETE POUR(S)
QUALITY ASSURANCE OBSERVATION:
INSPECTION NOTES:
IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 110 OF THE 2012 IBC, THE CONTRACTOR SHALL EMPLOY ONE OR MORE
SPECIAL INSPECTORS TO PERFORM SPECIAL INSPECTIONS & TESTING DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW
IN CONFORMANCE WITH 2012 IBC SECTIONS 1704, 1705, 1706, 1707 AND 1708.
A. TESTING
[X] CONCRETE
[X] POST-INSTALLED ANCHORS
B. SPECIAL INSPECTIONS
[X] PLACEMENT OF CONCRETE REINFORCEMENT
[X] PLACEMENT OF CONCRETE
[X] PLACEMENT OF CAST-IN-PLACE ANCHORS
[X] POST-INSTALLED ANCHORS
4. AT THE COMPLETION OF THE WORK INCLUDED IN THE CONSTRUCTION DOCUMENTS, A FINAL REPORT DOCUMENTING REQUIRED
SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE
CONTRACTING OFFICER'S REPRESENTATIVE, CONTRACTOR AND ARCHITECT/ENGINEER.
1. REFER TO CHAPTER 17 OF THE IBC FOR OTHER REQUIRED SPECIAL INSPECTIONS.
2. ALL SPECIAL INSPECTION & TESTING AGENCIES SHALL BE QUALIFIED PER ASTM E329 AND APPROVED BY THE CONTRACTING
OFFICER'S REPRESENTATIVE.
3. SPECIAL INSPECTORS SHALL FURNISH INSPECTION REPORTS TO THE CONTRACTING OFFICER'S REPRESENTATIVE, CONTRACTOR
AND ARCHITECT/ENGINEER WITHIN TWO WEEKS OF PERFORMANCE OF INSPECTION OR TEST.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE INSPECTIONS AND TESTS ARE PERFORMED. JOB SITE VISITS BY THE
STRUCTURAL ENGINEER OR CONTRACTING OFFICER'S REPRESENTATIVE DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR
INSPECTIONS.
D w g s c a l e
P l o t d a t
F i l e n a m
D s i g n f i n o
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
N T
O
T
H E
A
R M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
L
C
N
C O
R D
M
O T
C
M
O T e r p C
A D
D S
U B
M I T
T A
L S
R
T A
S u b s C
Y S
M O
T C
O
P i e r
S h e e t
C
C d w g c t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
I E
R
O C
T O
B E
R
C Y
S
S
T R
U C
T U
R A
L
E
N G
I N
E E
R S
I N
C
T
O M
R
K
D
R I V
E
S
U I T
E
S A
C R
A M
E N
T O
C
A w c y s e n g c o m
R D
D E
L E
G
W G
R
A S
N
O T
E D
O c t o b e r
C
S
A
R
O S
S
K
L U
T T
R E
L L
Z B
A
R
O S
S
C-406
F O
U N
D A
T I O
N
P
L A
N
A
T
A I L S
E L E
C T
R I C
A L
S
U B
S T
A T
I O
N
SUBSTATION EQUIPMENT PLAN
SCALE: 1" = 10'
C2
C-406
SECTION
SCALE: 1/4" = 1'-0"
SUBSTATION FOUNDATION PLAN
SCALE: 3/16" = 1'-0"
B3
C-406
SECTION
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
0 2' 4' 8'
0 2' 4' 8'
0 5' 10' 20'
8'-0" TYP
FENDER PILE AND RUBBER FENDER
2" UHMW FACING
ON PILE STRAP
2" UHMW FACING
ON CHOCK
HP WALE PER
STIFFENER ⅊,
EA SIDE OF WEB
WALE SPLICE @
40'-0" OC PER
PILE STRAP & CHOCK SEAT,
SEE
2-5/8"Ø THREADED STUDS WELDED
TO CHOCK AND BOLTED ON CHOCK
SEAT W/ NUT AND WASHER, TYP
20"x3'-3
" LONG ARCH
TYPE FENDERS @ 8'-0" OC
CONC PIER
HSS CHOCK PER
16" SQ
PRESTRESSED
CONC PILE, TYP
CHAIN ANCHORS
@ 32'-0" OC PER
D w g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
D a t e
A p p r o v d
M
O T e r p D
E L I V
E R
A B
L E
S T a s k
R c s D r a w i n g s M
O T a w i n g s M
N S
D S d t p m
R E
P L
A C
E U
P G
R A
E
R
C A
L I F
O R
N I A
M I L I T
A R
Y
O
C E
R
M I N
A L
C
O N
C O
R D
M
O T
C O
S d t
T
E D
O C
T O
B E
R
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
H V
G
M N
M
C B
S
1 2 3 4
S
C
S
C H
U L
Z E
B1
S-102 TO S-107
PLAN VIEW - FENDER SYSTEM
SCALE: 1/2" = 1'-0"
HSS 20x8x3/8
PER
UHMW FACING
PANELS
PRECAST
CONC PILE
1"x1'-8"x3'-10"
WELDED TO WALE
ARCH TYPE
FENDER
B4
S-531, S-532
DETAIL
SCALE: 1" = 1'-0"
PLAN VIEW
B4
S-531
1'-4
" 4
"4
8"
1'-4
P R
O J E
C T
I O
N
A1
S-531, S-532, S-535
TOP VIEW - PILE STRAP & CHOCK SEAT
SCALE: 1 1/2" = 1'-0"
A2
S-531
FRONT ELEV - PILE STRAP AND CHOCK SEAT
SCALE: 1 1/2" = 1'-0"
A4
S-531, S-535
SIDE ELEV - PILE STRAP AND CHOCK SEAT
SCALE: 1 1/2" = 1'-0"
A1
S-531
B1
S-532
1'-0" 0'-0'' 6"
1'-0"
SCALE: 1 1/2"=1'-0''
1'-0" 0'-0'' 1'-0"
2'-0"
SCALE: 1"=1'-0''
2'-0" 0'-0'' 2'-0"
4'-0"
SCALE: 1/2"=1'-0''
1/2"x4"
CHOCK SEAT
2-5/8" Ø WELDED
STUD BOLT
1/2" PILE
STRAP
A4
S-531
A2
S-531
7/8"x1
OVERSIZED
SLOTTED HOLES
5/8" Ø WELDED
STUD BOLT
BAR 3"x1/2"x1'-4
S-531
P I E
R
F
E N
D E
R
S
Y S
T E
M
D
E T
A I
3'-3
3"
TYP
1/2" PILE STRAP
BENT BAR EA SIDE
BAR 3"x1/2"x1'-4
5/8" Ø WELDED
STUD BOLT, TYP
HSS 20x8x3/8
PROJ.
2'-0"
TYP
2"Ø DRAIN
HOLES, TYP
1/2" STIFF TOP
AND BOT, TYP
5/16
1/4
B1
S-534
A2
S-534
C1
S-534
TYP
1/4
TYP
1/4
TYP
1/4
TYP
1/4
TYP
1/4
CJP
CJP
GALV BOLT, SIZE
AND NUMBER
PER FENDER MFR
GALV STL COUPLER
AND HEADED BOLT
INSERTS. SIZE AND
NUMBER PER
FENDER MFR
PILE STRAP
PER
" x 2" OVERSIZED
SLOTTED HOLES EA SIDE
OF 1
" HOLE
NOTES:
EXISTING ITEMS SALVAGED FOR REUSE ON THIS FENDER SYSTEM ARE:
1. CONC FENDER PILES.
2. PILE STRAPS AND CHOCK SEATS.
3. HSS CHOCK (CUT TO FIT PILE LAYOUT INDICATED).
4. ALL UHMW FACING ON PILE, STRAPS AND CHOCKS (CUT RUB STRIPS ON CHOCKS TO FIT PILE
LAYOUT INDICATED).
5. .
6. ALL FENDER SYSTEM ELEMENTS SALVAGED AND INTENDED TO BE REUSED WILL BE INSPECTED
AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. ITEMS NOT APPROVED
FOR REUSE SHALL BE REPLACED IN-KIND.
7. ALL PILES INTENDED TO BE REUSED SHALL BE CLEANED BY THE CONTRACTOR OF ALL MARINE
GROWTH AND SOIL PRIOR TO INSPECTION BY THE CONTRACTING OFFICER.
8. ALL STEEL MEMBERS TO BE REUSED SHALL BE HOT-DIP RE-GALVANIZED PRIOR TO INSTALLATION.
A1
S-531
A2
S-534
B4
S-531
TYP
5/8" Ø GALV WELDED
STUDS PER
A2
S-534
HP14x73 WALE
1" Ø GALV BOLTS
W/ WASHER AND
DOUBLE NUT
2 1/8"
2 1/8"
CJP
7/8" x 1
" OVERSIZED
SLOTTED HOLES EA SIDE
x4 x1'-2"
"x4
TYP
1/4
" CHOCK SEAT
"x4
" STIFF
TYP
1/4
" STIFF
C
L
P
L
C
L
P
L
P
L
P
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
P
L
P
L
P
L
P
L
P
L
P
L
B I D
D E
R
C
L A
R I F
I C
A T
I O
N
R D
10 5
GENERAL PLAN
SCALE: 1" = 30'
Dw g sc ale
Pl ot d at e:
Fi le na m
De sig n file n o:
Su bm itta l S ta tu s:
SA
CR
AM
EN
TO
, C
AL
IF
OR
NI
A
CO
RP
S
OF
E
NG
IN
EE
RS
DE
PA
RT
M
EN
T
OF
T
HE
A
RM
Y
Su bm itte d by
Re vie we d by
De sig ne d by
Dw n by
Da te
Sp ec
N o.
number:
reference
Sheet
Re v.
Sy m bo l
De sc rip tio n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
Da te
Ap pr ov ed
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
M
IL
IT
AR
Y O
CE
AN
T
ER
M
IN
AL
C
O
NC
O
RD
(M O
TC
O
P :\8
5-
M
O
TC
O P ie r 2 p\ C
A D
D \7
S R
1.
dw g
O ct
4,
- 3
:2 1p m
CA
LI
FO
RN
IA
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
O
C
TO
B E
R
, 2
5-
-0
30' 0 30' 60'
1" = 30'
1514 16 17 18
9876543
FOR CONTINUATION,
SEE MAIN PLATFORM,
SHEET S-107
EXPANSION JOINT,
TYP 3 PLACES
BATTER PILES
AT BENT 25
SHORELINE
NOTES:
1. THE DRAWINGS SHOWING THE EXISTING EAST TRESTLE
ARE BASED ON RECORD DRAWINGS DATED 4/10/1969
TITLED "EXTENSION TO AMMUNITION PIERS, NAVAL
WEAPONS STATION, CONCORD, CA, DEPARTMENT OF THE
NAVY, BUREAU OF YARDS AND DOCKS" - CODE
IDENTIFICATION NO. 80091.
2. PROVIDE PAVEMENT STRIPING PER "DETAIL 21" ON SHEET
C-506 ALONG CENTERLINE OF TRESTLE FROM BENT 9 TO
BENT 48 (INCLUDE IN BID OPTION ITEM 1).
WHITE ROAD
EA
ST
T
RE
ST
LE
G
EN
ER
AL
P
LA
N
SR101
SS TE RD
7S R1
.d wg
AS
N
OT
ED
BI
DD
ER
C
LA
RI
FI
CA
TI
ON
-3 -1
RD
ABUTMENT
A B
C D
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
LIGHT POLE, TYP
SEE SHEETS SR103 AND SR107
S U I S U N B A Y
SEE SHEETS SR104 AND SR108
SEE
SHEETS
SR
AND
SR
SE
E
S
HE
ET
S
S R
A
ND
S R
EAST TRESTLE REHABILITATION: SCOPE OF WORK
ITEM # SCOPE ITEM DESCRIPTION
REFERENCE
SHEET NUMBER
REMOVAL OF RAILS & AC SURFACE.
INSTALLATION OF NEW AC SURFACE, REPAIR
OF EXPANSION JOINTS
SR102 & SR112
SR111 & SR1122
DEMOLITION OF DECK AT BENTS 1 TO 3 .
INSTALLATION OF NEW RAMP AT
BENTS 1 TO 3 .
SELECTIVE DEMOLITION OF EXISTING
UTILITIES & STRUCTURAL PROVISION FOR
NEW UTILITIES.
SR103 TO SR1063
STRENGTHENING OF DECK FRAME AT
BENTS 3 TO 48 .
MISCELLANEOUS CONCRETE STRUCTURE
REPAIRS
SR107 TO SR110
BID ITEM
OPTION 1
OPTION 2
BASE
BASE
SR102;
SR103 TO SR106
/S / J
. J
AM
IA
S
SR103, SR106
Dw sc ale
Pl ot d na n file n o:
Su bm itta l S ta tu s:
SA
CR
AM
EN
TO
, C
AL
IF
OR
NI
A
CO
RP
S
OF
E
NG
IN
EE
RS
DE
PA
RT
M
EN
T
OF
T
HE
A
RM
Y
Su bm itte d by
Re vie we d by
De sig ne d by
Dw n by
Da te
Sp ec
N o.
number:
reference
Sheet
Re v.
Sy m bo l
De sc rip tio n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
Da te
Ap pr ov ed
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
M
IL
IT
AR
Y O
CE
AN
T
ER
M
IN
AL
C
O
NC
O
RD
(M O
TC
O
P :\8
5-
M
O
TC
O P ie r 2 p\ C
A D
D \7
S R
3.
dw g
O ct
4,
- 1
1:
am
CA
LI
FO
RN
IA
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
O
C
TO
B E
R
, 2
5-
-0
EA
ST
T
RE
ST
LE
D
EC
K
PL
AN
SR103
SS TE RD
7S R1
.d wg
AS
N
OT
ED
BI
DD
ER
C
LA
RI
FI
CA
TI
ON
-3 -1
RD
DECK PLAN - 1
SCALE: 1" = 10'
(E) EXPANSION JOINT
FOR CONTINUATION SEE
MAIN PLATFORM, SHEET
S-107
M
ATC
H
LIN
E, SEE SR
10' 0 10' 20'
SCALE: 1"=10'
NEW PRECAST CONCRETE DECK PANELS
P21 P21
P20C P20D
P13
P26
P22BP22B
P21
P18
P19G
P13
P21
P18
P19H
P13
P27
P22B P22B P22B P22B
P19J
P13 P13
P19K
P22D
P22B P22B
P21
P16C
P27A
P26A
P20F
P20E
P13A
NOTES:
1. FOR DRAWINGS OF EXISTING PRECAST DECK PANELS SEE
EAST TRESTLE RECORD DRAWINGS DATED 4/10/1969 TITLED
"EXTENSION TO AMMUNITION PIERS, NAVAL WEAPONS
STATION, CONCORD, CA, DEPARTMENT OF THE NAVY,
BUREAU OF YARDS AND DOCKS" - CODE IDENTIFICATION NO.
80091.
2. EXISTING PRECAST DECK PANELS SHALL BE STRENGTHENED
AS SHOWN ON SHEETS SR501 THROUGH SR503 (INCLUDE IN
BID OPTION ITEM 2).
3. REPAIR LOCATIONS ARE APPROXIMATE.
4. SEE REPAIR DETAILS ON SHEET SR510.
TYP (E) DECK PANEL
SEE NOTES 1 & 2
24'-0"
TYP UON
(E) GUARDRAIL
POST, TYP
REPAIR WORK CATEGORY (INCLUDE IN BASE BID)
REPAIR CCS IN DECK CURB
REPAIR OCS IN DECK CURB
REPAIR CCS IN PILE
REPAIR OCS IN PILE
REPAIR CCS IN PILE CAP
REPAIR OCS IN PILE CAP
5 21
LEGEND
INDICATES APPROXIMATE
EXTENT OF DETERIORATION; SEE
KCI TECHNOLOGIES REPORT FOR
MORE INFORMATION
REPAIR WORK CATEGORY AND
REPAIR ID NUMBER
ABBREVIATIONS
CCS CLOSED CORROSION SPALL
OCS OPEN CORROSION SPALL
REPAIR CCS UNDER DECK
REPAIR OCS UNDER DECK
REPAIR CRACK IN PILE
REPAIR CRACK IN PILE CAP
REPAIR ABRASION DAMAGE IN PILE
1 4 1 3
3 5
1 2
FOR TYPICAL
EXPANSION JOINT
REPAIR
SEE
7 8 96543
12 13
D
C
B
A
N
M
L
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
(E) LIGHT POLE
FOR NEW PRECAST
DECK PANELS FRAMING,
SEE A1
SR112
C3
SR112
(E) FIREWATER LINE
FIREWATER LINE
PIPE SUPPORTS,
SEE
SEE M-303 MECHANICAL
DRAWING FOR (N)
PIPING DETAILS
(E) GUARDRAIL POST, TYP
(N) ELECTRICAL CONDUITS FROM BENT 1
TO BENT 48 NOT SHOWN FOR CLARITY,
SEE ELECTRICAL DRAWINGS. CONDUITS
ARE MOUNTED ON (E) GUARDRAIL POSTS
AT 6'-0"± SPACING
C3
SR511
A1
SR511
FOR DECK FRAME STRENGTHENING OF
P18 PANEL SEE , TYP TWO PLACES
A2
SR503
FOR TYPICAL DECK
FRAME STRENGTHENING
SEE SR501 & SR502
FOR DECK FRAME STRENGTHENING
OF P27A SEE SR503, USE SIMILAR
DETAIL FOR P27 PANEL AT BENT 6-7
/S / J
. J
AM
IA
S g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
M I L I T
A R
Y
O
C E
R
M I N
A L
C
O N
C O
R D
M
O T
C
M
O T e r p C
A D
D S
R d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
E A
E
S T
C
K
P
L A
N
SR104
S S
T E
R D
S
R d w g
T
E D
B I D
D E
R
C
L A
R I F
I C
A T
I O
N
R D
DECK PLAN - 2
M
A
T
N
E
S
SCALE: 1" = 10'
NOTES:
1. FOR DRAWINGS OF EXISTING PRECAST DECK PANELS SEE EAST
TRESTLE RECORD DRAWINGS DATED 4/10/1969 TITLED "EXTENSION TO
AMMUNITION PIERS, NAVAL WEAPONS STATION, CONCORD, CA,
DEPARTMENT OF THE NAVY, BUREAU OF YARDS AND DOCKS" - CODE
IDENTIFICATION NO. 80091.
2. EXISTING PRECAST DECK PANELS SHALL BE STRENGTHENED AS
SHOWN ON SHEETS SR501 THROUGH SR503 (INCLUDE IN BID OPTION
ITEM 2).
3. REPAIR LOCATIONS ARE APPROXIMATE.
4. SEE REPAIR DETAILS ON SHEET SR510.
P F
P22F
P C
P21C
P E
P16E
P
F
P
C
P
E
P
F
P
C
P
E
P
F
P
C
P
E
P
F
P
C
P
E
P F
P C
P E
P
F
P
C
P
E
P
F
P
C
P
E
P
F
P
C
P
E
P
F
P
C
P
E
TYP DECK PANEL
SEE NOTES 1 & 2
M
A
T
N
REPAIR WORK CATEGORY (INCLUDE IN BASE BID)
REPAIR CCS IN DECK CURB
REPAIR OCS IN DECK CURB
REPAIR CCS IN PILE
REPAIR OCS IN PILE
REPAIR CCS IN PILE CAP
REPAIR OCS IN PILE CAP
LEGEND
REPAIR CCS UNDER DECK
REPAIR OCS UNDER DECK
REPAIR CRACK IN PILE
REPAIR CRACK IN PILE CAP
REPAIR ABRASION DAMAGE IN PILE
2 6
P
F
P
C
P
E
ABBREVIATIONS
CCS CLOSED CORROSION SPALL
OCS OPEN CORROSION SPALL
D
B
A
C
10' 0 10'
20'
SCALE: 1"=10'
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
LIGHT POLE, TYP
B
S R
FOR TYPICAL DECK
FRAME STRENGTHENING
SEE SR503
FOR TYPICAL DECK
FRAME STRENGTHENING
SEE SR501 & SR502
E
S
T
L
E
L
PROVIDE SLOPE
1/8" IN 12" FOR
DRAINAGE
(E) DRAIN SCUPPERS FROM
BENT 3 TO 48
ON THIS SIDE ONLY.
NOT SHOWN AT EVERY
LOCATION FOR CLARITY
T Y
P
5 21
INDICATES APPROXIMATE
EXTENT OF DETERIORATION; SEE
KCI TECHNOLOGIES REPORT FOR
MORE INFORMATION
REPAIR WORK CATEGORY AND
REPAIR ID NUMBER
S
J
J A
M I A
S g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
M I L I T
A R
Y
O
C E
R
M I N
A L
C
O N
C O
R D
M
O T
C
M
O T e r p C
A D
D S
R d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
E A
E
S T
C
K
P
L A
N
SR105
S S
T E
R D
S
R d w g
T
E D
B I D
D E
R
C
L A
R I F
I C
A T
I O
N
R D
M
A
T
N
M
A
T
N
P F
P22F
P C
P21C
P E
P16E
P
F
P
C
P
E
P
F
P
C
P
E
P
F
P
C
P
E
P
F
P
C
P
E
P F
P C
P E
P
F
P
C
P
E
P
F
P
C
P
E
P
F
P
C
P
E
TYPICAL DECK PANEL
SEE NOTES 1 & 2
DECK PLAN - 3
SCALE: 1" = 10'
NOTES:
1. FOR DRAWINGS OF EXISTING PRECAST DECK PANELS SEE
EAST TRESTLE RECORD DRAWINGS DATED 4/10/1969 TITLED
"EXTENSION TO AMMUNITION PIERS, NAVAL WEAPONS
STATION, CONCORD, CA, DEPARTMENT OF THE NAVY, BUREAU
OF YARDS AND DOCKS" - CODE IDENTIFICATION NO. 80091.
2. EXISTING PRECAST DECK PANELS SHALL BE STRENGTHENED
AS SHOWN ON SHEETS SR501 THROUGH SR503 (INCLUDE IN
BID OPTION ITEM 2).
3. REPAIR LOCATIONS ARE APPROXIMATE.
4. SEE REPAIR DETAILS ON SHEET SR510.
REPAIR WORK CATEGORY (INCLUDE IN BASE BID)
REPAIR CCS IN DECK CURB
REPAIR OCS IN DECK CURB
REPAIR CCS IN PILE
REPAIR OCS IN PILE
REPAIR CCS IN PILE CAP
REPAIR OCS IN PILE CAP
LEGEND
REPAIR CCS UNDER DECK
REPAIR OCS UNDER DECK
REPAIR CRACK IN PILE
REPAIR CRACK IN PILE CAP
REPAIR ABRASION DAMAGE IN PILE
1 7
P
F
P
C
P
E
ABBREVIATIONS
CCS CLOSED CORROSION SPALL
OCS OPEN CORROSION SPALL
D
C
B
A
10' 0 10'
20'
SCALE: 1"=10'
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
LIGHT POLE
B1
SR207
FOR TYPICAL DECK
FRAME STRENGTHENING
SEE SR503
FOR TYPICAL DECK
FRAME STRENGTHENING
SEE SR501 & SR502
TYP
5 21
INDICATES APPROXIMATE
EXTENT OF DETERIORATION; SEE
KCI TECHNOLOGIES REPORT FOR
MORE INFORMATION
REPAIR WORK CATEGORY AND
REPAIR ID NUMBER
S
J
J A
M I A
S g sc ale
Pl ot d na n file n o:
Su bm itta l S ta tu s:
SA
CR
AM
EN
TO
, C
AL
IF
OR
NI
A
CO
RP
S
OF
E
NG
IN
EE
RS
DE
PA
RT
M
EN
T
OF
T
HE
A
RM
Y
Su bm itte d by
Re vie we d by
De sig ne d by
Dw n by
Da te
Sp ec
N o.
number:
reference
Sheet
Re v.
Sy m bo l
De sc rip tio n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
Da te
Ap pr ov ed
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
M
IL
IT
AR
Y O
CE
AN
T
ER
M
IN
AL
C
O
NC
O
RD
(M O
TC
O
P :\8
5-
M
O
TC
O P ie r 2 p\ C
A D
D \7
S R
6.
dw g
O ct
4,
- 3
:2 8p m
CA
LI
FO
RN
IA
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
O
C
TO
B E
R
, 2
5-
-0
EA
ST
T
RE
ST
LE
D
EC
K
PL
AN
SR106
SS TE RD
7S R1
.d wg
AS
N
OT
ED
BI
DD
ER
C
LA
RI
FI
CA
TI
ON
-3 -1
RD
DECK PLAN - 4
M
ATCH LINE, SEE SR105
ABUTMENT APPROACH
SLAB
SCALE: 1" = 10'
SEE CIVIL DRAWINGS
FOR REMOVAL OF
RAILS ON LANDSIDE
P22F P25B
P21C P20G
P16E P16E
P22F
P20K
P16E
P22F
P20K
P16E
P22F
P20K
P16E
P22F
P20K
P16E
P22F
P20K
P16E
P22G
P20H
P16E
P22H
P19L
P16E
TYPICAL DECK PANEL
SEE NOTES 1 & 2
NOTES:
1. FOR DRAWINGS OF EXISTING PRECAST DECK PANELS SEE
EAST TRESTLE RECORD DRAWINGS DATED 4/10/1969 TITLED
"EXTENSION TO AMMUNITION PIERS, NAVAL WEAPONS
STATION, CONCORD, CA, DEPARTMENT OF THE NAVY,
BUREAU OF YARDS AND DOCKS" - CODE IDENTIFICATION NO.
80091.
2. EXISTING PRECAST DECK PANELS SHALL BE STRENGTHENED
AS SHOWN ON SHEETS SR501 THROUGH SR503 (INCLUDE IN
BID OPTION ITEM 2).
3. REPAIR LOCATIONS ARE APPROXIMATE.
4. SEE REPAIR DETAILS ON SHEET SR510.
REPAIR WORK CATEGORY (INCLUDE IN BASE BID)
REPAIR CCS IN DECK CURB
REPAIR OCS IN DECK CURB
REPAIR CCS IN PILE
REPAIR OCS IN PILE
REPAIR CCS IN PILE CAP
REPAIR OCS IN PILE CAP
LEGEND
REPAIR CCS UNDER DECK
REPAIR OCS UNDER DECK
REPAIR CRACK IN PILE
REPAIR CRACK IN PILE CAP
REPAIR ABRASION DAMAGE IN PILE
2 9
FOR EXPANSION
JOINT REPAIR SEE
P16E
P22F
P21C
P22F
P20K
P16E
3 8
FOR TYPICAL EXPANSION
JOINT REPAIR SEE
EXPANSION JOINT
ABBREVIATIONS
CCS CLOSED CORROSION SPALL
OCS OPEN CORROSION SPALL
EJ EXPANSION JOINT
B1
SR207
3 90
43 44
D
C
B
A
10' 0 10' 20'
SCALE: 1"=10'
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
LIGHT POLE, TYP
C3
SR112
FOR TYPICAL DECK
FRAME STRENGTHENING
SEE SR503
FOR TYPICAL DECK
FRAME STRENGTHENING
SEE SR501 & SR502
TYP
C3
SR112 SIM
5 21
INDICATES APPROXIMATE
EXTENT OF DETERIORATION; SEE
KCI TECHNOLOGIES REPORT FOR
MORE INFORMATION
REPAIR WORK CATEGORY AND
REPAIR ID NUMBER
/S / J
. J
AM
IA
S g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
M I L I T
A R
Y
O
C E
R
M I N
A L
C
O N
C O
R D
M
O T
C
M
O T e r p C
A D
D S
R d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
E A
E
S T
C
K
S
O F
F
A
N
SR107
S S
T E
R D
S
R d w g
T
E D
B I D
D E
R
C
L A
R I F
I C
A T
I O
N
R D
DECK SOFFIT PLAN - 1
SCALE: 1" = 10'
NOTES:
1. REPAIR LOCATIONS ARE APPROXIMATE.
2. SEE REPAIR DETAILS ON SHEET SR510.
REPAIR WORK CATEGORY (INCLUDE IN BASE BID)
REPAIR CCS IN DECK CURB
REPAIR OCS IN DECK CURB
REPAIR CCS IN PILE
REPAIR OCS IN PILE
REPAIR CCS IN PILE CAP
REPAIR OCS IN PILE CAP
LEGEND
ABBREVIATIONS
CCS CLOSED CORROSION SPALL
OCS OPEN CORROSION SPALL
REPAIR CCS UNDER DECK
REPAIR OCS UNDER DECK
REPAIR CRACK IN PILE
REPAIR CRACK IN PILE CAP
REPAIR ABRASION DAMAGE IN PILE
M A
T C
H
L I N
E
S
24'-0"
TYP UON
20" SQ PILES, TYPICAL
BENTS 1 - 13
PILE CLUSTER,
TYP 3 PLACES
EXPANSION JOINT
FOR CONTINUATION
SEE MAIN PLATFORM,
SHEET S-107
3'-6"
TYP
5 15
6 14
6 16
4 12
5 13
11 10
5 11
10 18
4 17
5 19
5 20
5 21
6 23
7 22
5 27
5 25
7 24
5 26
5 28
6 29
9 34
5 32
7 30
9 31
5 33
7 37
5 36
7 35
6 40
8 42
6 39
6 38
5 41
7 43
5 45
6 44
5 46
6 47
PILE CAP, TYP
PILES TO REMAIN
PARTIALLY DEMOLISH
PILE CAPS - SEE SHEETS
SR111 & SR201
PILES AND PILE CAPS TO REMAIN
7 8 96543
D
C
B
A
N
M
L
L
K
J
H
G
F
E
D
C
B
A
10' 0 10'
20'
SCALE: 1"=10'
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
PILE CAP WITH LIGHT POLE
5 21
INDICATES APPROXIMATE
EXTENT OF DETERIORATION; SEE
KCI TECHNOLOGIES REPORT FOR
MORE INFORMATION
REPAIR WORK CATEGORY AND
REPAIR ID NUMBER
S
J
J A
M I A
S g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
M I L I T
A R
Y
O
C E
R
M I N
A L
C
O N
C O
R D
M
O T
C
M
O T e r p C
A D
D S
R d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
E A
E
S T
C
K
S
O F
F
A
N
SR108
S S
T E
R D
S
R d w g
T
E D
B I D
D E
R
C
L A
R I F
I C
A T
I O
N
R D
EXISTING DECK SOFFIT PLAN - 2
SCALE: 1" = 10'
NOTES:
1. REPAIR LOCATIONS ARE APPROXIMATE.
2. SEE REPAIR DETAILS ON SHEET SR510.
REPAIR WORK CATEGORY (INCLUDE IN BASE BID)
REPAIR CCS IN DECK CURB
REPAIR OCS IN DECK CURB
REPAIR CCS IN PILE
REPAIR OCS IN PILE
REPAIR CCS IN PILE CAP
REPAIR OCS IN PILE CAP
LEGEND
ABBREVIATIONS
CCS CLOSED CORROSION SPALL
OCS OPEN CORROSION SPALL
REPAIR CCS UNDER DECK
REPAIR OCS UNDER DECK
REPAIR CRACK IN PILE
REPAIR CRACK IN PILE CAP
REPAIR ABRASION DAMAGE IN PILE
M
A
T
N
M
A
T
N
20" SQ PILES, TYP
BENTS 14 - 20
18" SQ PILES, TYP
BENTS 21 - 25
6 49
6 54
4 48
4 51
4 53
9 52
4 50
6 53
7 55
6 56
8 57
8 58
9 59
6 60
8 61
6 63
6 64
6 62
7 65
9 66
4 67
6 68
PILE CAP, TYP
PILES AND PILE CAPS TO REMAIN
D
B
A
C
D
10' 0 10'
20'
SCALE: 1"=10'
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
PILE CAP WITH LIGHT POLE, TYP
C
B
A
5 21
INDICATES APPROXIMATE
EXTENT OF DETERIORATION; SEE
KCI TECHNOLOGIES REPORT FOR
MORE INFORMATION
REPAIR WORK CATEGORY AND
REPAIR ID NUMBER
S
J
J A
M I A
S g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
M I L I T
A R
Y
O
C E
R
M I N
A L
C
O N
C O
R D
M
O T
C
M
O T e r p C
A D
D S
R d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
O C
T O
B E
R
E A
E
S T
C
K
S
O F
F
A
N
SR109
S S
T E
R D
S
R d w g
T
E D
B I D
D E
R
C
L A
I R
I F
I C
A T
I O
N
R D
EXISTING DECK SOFFIT PLAN - 3
SCALE: 1" = 10'
NOTES:
1. REPAIR LOCATIONS ARE APPROXIMATE.
2. SEE REPAIR DETAILS ON SHEET SR510.
REPAIR WORK CATEGORY (INCLUDE IN BASE BID)
REPAIR CCS IN DECK CURB
REPAIR OCS IN DECK CURB
REPAIR CCS IN PILE
REPAIR OCS IN PILE
REPAIR CCS IN PILE CAP
REPAIR OCS IN PILE CAP
LEGEND
ABBREVIATIONS
CCS CLOSED CORROSION SPALL
OCS OPEN CORROSION SPALL
REPAIR CCS UNDER DECK
REPAIR OCS UNDER DECK
REPAIR CRACK IN PILE
REPAIR CRACK IN PILE CAP
REPAIR ABRASION DAMAGE IN PILE
PILES AND PILE CAPS TO REMAIN
M
A
T
N
M
A
T
N
18" SQ PILES, TYPICAL
BENTS 26 - 38
12 70
6 71
6 72
6 73
6 76
5 75
6 79
6 78
6 80
6 77
7 74
7 81
PILE CAP, TYP
5 69
D
C
B
A
10' 0 10'
20'
SCALE: 1"=10'
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
PILE CAP WITH LIGHT POLE
5 21
INDICATES APPROXIMATE
EXTENT OF DETERIORATION; SEE
KCI TECHNOLOGIES REPORT FOR
MORE INFORMATION
REPAIR WORK CATEGORY AND
REPAIR ID NUMBER
S
J
J A
M I A
S g sc ale
Pl ot d na n file n o:
Su bm itta l S ta tu s:
SA
CR
AM
EN
TO
, C
AL
IF
OR
NI
A
CO
RP
S
OF
E
NG
IN
EE
RS
DE
PA
RT
M
EN
T
OF
T
HE
A
RM
Y
Su bm itte d by
Re vie we d by
De sig ne d by
Dw n by
Da te
Sp ec
N o.
number:
reference
Sheet
Re v.
Sy m bo l
De sc rip tio n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
Da te
Ap pr ov ed
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
M
IL
IT
AR
Y O
CE
AN
T
ER
M
IN
AL
C
O
NC
O
RD
(M O
TC
O
P :\8
5-
M
O
TC
O P ie r 2 p\ C
A D
D \7
S R
0.
dw g
O ct
4,
- 3
:2 9p m
CA
LI
FO
RN
IA
R E
P
LA
C E
/U P
G R
A D
E P
IE
R
O
C
TO
B E
R
, 2
5-
-0
EA
ST
T
RE
ST
LE
D
EC
K
SO
FF
IT
P
LA
N
- 4
SR110
SS TE RD
7S R1
.d wg
AS
N
OT
ED
BI
DD
ER
C
LA
RI
FI
CA
TI
ON
-3 -1
RD
EXISTING DECK SOFFIT PLAN - 4
ABUTMENT
(TO REMAIN)
SH
O
R
EL
IN
E
SCALE: 1" = 10'
18" SQ PILES, TYP
BENTS 39-47
NOTES:
1. REPAIR LOCATIONS ARE APPROXIMATE.
2. SEE REPAIR DETAILS ON SHEET SR510.
REPAIR WORK CATEGORY (INCLUDE IN BASE BID)
REPAIR CCS IN DECK CURB
REPAIR OCS IN DECK CURB
REPAIR CCS IN PILE
REPAIR OCS IN PILE
REPAIR CCS IN PILE CAP
REPAIR OCS IN PILE CAP
LEGEND
ABBREVIATIONS
CCS CLOSED CORROSION SPALL
OCS OPEN CORROSION SPALL
REPAIR CCS UNDER DECK
REPAIR OCS UNDER DECK
REPAIR CRACK IN PILE
REPAIR CRACK IN PILE CAP
REPAIR ABRASION DAMAGE IN PILE
7 88
6 89
5 87
PILES AND PILE CAPS TO REMAIN
M
ATCH LINE, SEE SR109
6 82
7 83
5 85
6 86
5 84
EXPANSION JOINT
43 44
D
C
B
A
10' 0 10' 20'
SCALE: 1"=10'
KEY PLAN
NTS
WEST
TRESTLE
(E) EAST
TRESTLE
MAIN PLATFORM
PILE CAP WITH
LIGHT POLE, TYP
STEEL
H-PILES, TYP
BENT 48.
5 21
INDICATES APPROXIMATE
EXTENT OF DETERIORATION; SEE
KCI TECHNOLOGIES REPORT FOR
MORE INFORMATION
REPAIR WORK CATEGORY AND
REPAIR ID NUMBER
/S / J
. J
AM
IA
S x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x W x W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W
HYD
H
YD
HYD
H
YD
HYD
H Y
D
CO
S
D x
S
D x
CB
CB
CB
CB
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x E x E x
E x
E x
E x E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB
PB PB
PB
PB
E
E
E
E
E
E
E
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x C x C x
C
PB
PB
PB
PB
PB
PB
CP
CP
CP
CP
W x
CP
CP
PB
CP
S
S x
S
S x
S
S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S
S x
S
S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
E x
E x
E x
S S x
S S x
S S x
S S x
S S x
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
C
E
E
E
E
C
E
E x
E x
E x
E x
E x
D w g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
N
C O
R D
M
O T
C
M
O T e p C
A D
D
A c t i v e
E l e c t r i c a l
E d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
M A
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
50-0" 0'-0'' 50'-0"
100'-0"
SCALE: 1''=50'
SITE POWER AND COMMUNICATION PLAN
1''=50'-0"
FOR CONTINUATION, SEE
SEE SHEET E-103
E-102
S I T
E
P
O W
M
M U
N I C
A T
I O
N
P
L A
N
T S
E P
M N
M
S
T
S
P A
R K
S
E d w g
A S
N
O T
E D
A D
D
C
O N
D U
I T
HV1
EXISTING 12KV SUBSTATION
BLDG 174
EXISTING POLE # 1323
H1 H2 DP GC1
GC2
HVS
STEEL CASING FOR CONDUIT,
SEE DETAIL B1 SHEET E-510
MH1
P R
U I T
T
R
O A
D
A N
D E
R S
A
D
WEST TRESTLE
PIER MAIN PLATFORM
W H
IT
E
R O
A D
SEE ALSO E-125
LNS
EXISTING POLE # 1325
MH4
MH5
PB1
PB2
PB7
PB4
SEE E-601 FOR CONDUIT
AND FEEDER SCHEDULE
PRECAST MANHOLE AND PULL BOX SCHEDULE
DESG SIZE NORTHING EASTING
MH1 6' X 6' X 7' D
2210721.69 6122287.03
MH2 6' X 6' X 7' D
2211059.76 6121764.55
MH3 6' X 6' X 7' D
2211051.59 6121412.16
MH4 6' X 6' X 7' D
2210863.50 6122126.55
MH5 6' X 6' X 7' D
2211109.80 6122115.40
MH6 6' X 6' X 7' D
2211044.24 6121419.81
MH7 6' X 6' X 7' D
2210931.38 6121412.57
MH8 6' X 6' X 7' D
2210939.03 6121420.05
MH9 6' X 6' X 7'D
2211052.40 6121772.19
PB1 4' X 4' X 3' D
2210727.94 6122280.78
PB2 4' X 4' X 3' D
2210870.41 6122132.50
PB3 4' X 4' X 3' D
2211119.28 6122121.23
PB4 2' X 3' X 2' D
2211108.80 6122210.28
PB5 4' X 4' X 3' D
2210733.28 6122275.01
PB6 4' X 4' X 3' D
2210875.98 6122138.50
PB7 4' X 4' X 3' D
2211127.37 6122126.62
SEE DWGS E-510 AND E-511 FOR DETAILS
PB6
H1 H2 DP GC1
GC2 LNS
PB5
PB3
NOTE: SIZES ARE INSIDE DIMENSIONS
AC-8
1"C - 2#10 & 1#10 GND
MAIN SUBSTATION
SEE E-141, E-142 & E-143.
FOR FOUNDATION PLAN SEE C-406
SEISMIC GROUND STATION SE-4
(SENSORS 1,2,3), SEE NOTE 1; SEE ALSO
A1
E-142
A1
E-513
C1
E-513
HV1 HVS
EXISTING
POLE # 1242
EXISTING
POLE # 1243
HV1 HVS
EXISTING
POLE # 1244
EXISTING
POLE # 1245
EXISTING
POLE # 1254
EXISTING ABANDONED ELECTRICAL
MANHOLE AND LINE (DEMOLISH AS
REQUIRED TO INSTALL NEW DUCTWORK)
MH2
MH3
MH6
EXISTING POLE # 1324
EXISTING 12.47KV AND
2400V OVERHEAD
EXISTING 12.47KV AND
2400V OVERHEAD
EXISTING 12.47KV AND
2400V OVERHEAD
HV1 HVS1
HV1 HVS
C
C
EXIST. COMM.
MANHOLE
HVS
C
C
PROVIDE NEW WOOD POLE
SEE DRAWING E-512
12.47KV,
OVERHEAD
TAP TO THE EXISTING 12.47kV
OVERHEAD LINE WITH HOT LINE
CLAMP. SEE DRAWING E-512
HV1 HVS
C
C
MH7
MH8
HV1 HVS
HVS1
C
C
STUB-OUT AND CAP
STUB-OUT AND CAP, TYPICAL
HVS2
HVS2
HVS1
HVS
SEE SHEET E-161
NOTE:
1. PROVIDE 3-CHANNEL STRONG MOTION
RECORDING SYSTEM: WITH RECORDER,
ACCELEROMETERS, GPS TIMING
SYSTEM AND CELLULAR DATA
COMMUNICATION SYSTEM, HOUSED IN
AN ALUMINUM CABINET.
MH9
C
HVS1
HVS1
T S
X
X
X
X X
X X
X X
X X
X X
X X
X X X X X X X X X X
XXXXXXXXXX
X
X X
X
X X
X X
X X
X X
X X
X X
X X
E E E E E E E E
E E E E E
E E E
E E
E E
E E
E E
E
E E E E E E E E E
E
E E
E
E E
E E
E E
E E
E E
E E
E E
E
E
E E
E
E E E E E E
E E E
PVC SCH 40
CONDUITS
SUBSTATION
PAD
HOUSE KEEPING
PAD
E E
E E
E
E E E E E E E E
E
E
E
E
E
E E
E
E
E E E E
E
E E
E
E E E E
E E
E E
D w g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
N
C O
R D
M
O T
C
M
O T e p C
A D
D
A c t i v e
E l e c t r i c a l
E d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
M A
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
E-141
M A
U B
S T
A T
I O
N
G
E N
E R
A L
P
L A
N
T S
E P
M N
M
S
T
S
P A
R K
S
E d w g
A S
N
O T
E D
D E
L E
N
E R
A T
G
R
K
V
M A
I N
T R
A N
S I T
I O
N
S E
C T
I O
N
4.16KV
MAIN
CT/PT
CPT,
AC
PANEL,
UPS
GENSET
XFER
C/B
FEEDER
C/B
CRANE
#2
FEEDER
C/B
FEEDER
C/B
CRANE
#1
FEEDER
C/B
FEEDER
C/B
NGR1
TRANSFORMER T2
REMOVABLE GUARD
POST SEE CIVIL
DRAWINGS, TYPICAL
GUARD POST SEE CIVIL
DRAWING C-506, TYPICAL
A1
E-102
MAIN SUBSTATION GENERAL PLAN
SCALE: 1/4"=1'-0"
FRONT
MH1
STUB-OUT AND CAP FOR
FUTURE GENERATOR
CONNECTION
GC1 GC2 DP
H1 H2
GC1 GC2
PB1
HV1 HVS
DP
FRONT
FRONT
TRANSFORMER T1
FS6
PADMOUNT
SWITCH
FRONT
H1 H2
HVS1
FRONT
44'-0"
SUBSTATION FENCING
MINIMUM 7'-0" HIGH
SEE CIVIL DRAWING
C-507, (TYPICAL)
CONCRETE PAD
FOUNDATION SEE C-406
GC1
GC2
H1 H2
HV2
H3
GEN3
B1
E-201
B3
E-201
A2
E-201
4'-0" 0'-0'' 4'-0"
8'-0"
SCALE: 1/4"=1'-0''
SEE E-102 FOR
CONTINUATION
HV1
SEE E-102 FOR
CONTINUATION
M I N
I M
U M
M I N
I M
U M
M I N
I M
U M
STUB CONDUITS UP THROUGH
PAD, SEE DETAIL THIS SHEET,
TYPICAL
HVS1
HVS
HVS
HVS1
HVS1
C3
TYPICAL CONDUIT STUB-UP DETAIL
SCALE: NOT TO SCALE
STUB UP CONDUIT AND CAP
FOR FUTURE
LNS
LNS
LNS
SEE E-601 FOR CONDUIT
AND FEEDER SCHEDULE
GND1
SR1CT1
GR1
GR2
GR3
SEE E-102 FOR
CONTINUATION
LNS
SEE E-102 FOR
CONTINUATION
PB5
LNS
LNS
PROVIDE K-RAIL (TO BE REMOVED
UPON CONSTRUCTION OF FUTURE
GENERATOR PAD FOUNDATION)
T S
X X
X X
X X
X
X X X X X X
X
X
X
XX XXXXX
X
X X
X X
X X
X X
X X
WP, 120V, GFI RECEPTACLE AT
LOCATIONS SHOWN ON PLAN.
PROVIDE PULLBOX ONLY AT
LIGHT LOCATION NOT
REQUIRING RECEPTACLE
1" RGS CONDUIT, USE
STAINLESS STEEL
MOUNTING HARDWARE
WEATHERPROOF
THROUGH MOUNT
UNDERGROUND
CONDUIT PER PLAN
6"Ø GALVANIZED STEEL
PIPE POST MINIMUM
3/16" THICK WALL
CONTRUCTION
TOP OF
PAVEMENT
5/16" GALVANIZED
PLATE WELDED TO
TOP OF POST
98W WEATHERPROOF
LED FIXTURE.
HOLOPHANE PETROLUX
PLED2-LSH, OR
APPROVED EQUAL
SEE CIVIL DWGS FOR
ANCHOR DETAILS
8" MINIMUM
RADUIS
EXOTHERMIC WELD
(EACH SIDE). BOND
TO POLE 180° APART
24" CU 1/2" DIAMETER
LPS AIR TERMINAL
MECHANICALLY ATTACH
TO 3/16" THICK MINIMUM
STEEL POST TOP CAP
WITH BRASS MOUNTING
PLATE
#2/0 CU BOND EACH SIDE TO
GROUND GRID. SEE E-143 FOR
GROUND GRID CONNECTION
25"
M I N
D w g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
N
C O
R D
M
O T
C
M
O T e p C
A D
D
A c t i v e
E l e c t r i c a l
E d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
M A
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
E-142
M A
B
S T
A T
I O
N
L I G
H T
I N
G
A
W
A
N
T S
E P
M N
M
S
T
S
P A
R K
S
E d w g
A S
N
O T
E D
D E
L E
N
E R
A T
G
R
A1
E-102
MAIN SUBSTATION LIGHTING AND POWER PLAN
SCALE: 1/4"=1'-0"
S3
WP
GFCI
WP
GFCI
WP
GFCI
WP
WP
GFCI
WP
WP
GFCI
WP
WP
K
V
M A
I N
T R
A N
S I T
I O
N
S E
C T
I O
N
4.16KV
MAIN
CT/PT
CPT,
AC
PANEL,
UPS
GENSET
XFER
C/B
FEEDER
C/B
CRANE
#2
FEEDER
C/B
FEEDER
C/B
CRANE
#1
FEEDER
C/B
FEEDER
C/B
NGR1
TRANSFORMER T2
FRONT
FRONT
FRONT
TRANSFORMER T1
FS6
PADMOUNT
SWITCH
FRONT
FRONT
A3
E-142
SUBSTATION LIGHT AND RECEPTACLE WITH LPS AIR TERMINAL
SCALE: NOT TO SCALE
C4
E-142
SUBSTATION LIGHT PLATE DETAIL
SCALE: NOT TO SCALE
C4
E-142
A3
E-142
SEE DETAIL
4'-0" 0'-0'' 4'-0"
8'-0"
SCALE: 1/4"=1'-0''
WP
WP WP
WP
WP
WP
@ +13'
S3
UPS-2
AC-1, 3 & 2
SEE E-102 FOR
CONTINUATION
NOTE: ALL CIRCUIT WIRING SHOWN IN
THIS PLAN SHALL BE #10-AWG MINIMUM,
WITH #10-AWG GROUND IN 1"C MINIMUM.
AC-8
1"C-2#10 AND
1#10 GND
(2) 2" CONDUIT WITH
PULL ROPE. STUB-OUT
AND CAP FOR FUTURE
GENERATOR CONNECTION
T S
X X
X X
X X
X X
X X X X X X X
XXXXXXX
X
X
X X
X X
X X
X X
X X
#4/0 BC, TYPICAL
GROUND WELL, SEE
DETAIL A3 SHEET
E-508 (TYPICAL)
GROUND ROD, SEE
DETAIL A2 SHEET
E-508 (TYPICAL)
EXOTHERMIC WELD,
SEE DETAIL A3
SHEET E-503 (TYPICAL)
E-143
M A
B
S T
A T
I O
N
L I G
H T
N I N
G
P
R O
T E
C T
I O
N
A N
D
G
R O
U N
D I N
G
P
L A
N
T S
E P
M N
M
S
T
S
P A
R K
S
E d w g
A S
N
O T
E D
D E
L E
N
E R
A T
G
R
A1
E-102
MAIN SUBSTATION LIGHTNING PROTECTION AND GROUNDING PLAN
SCALE: 1/4"=1'-0"
BOND TO CONCRETE SLAB STEEL
REINFORCEMENT, TYP 8 PLACES
D w g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
N
C O
R D
M
O T
C
M
O T e p C
A D
D
A c t i v e
E l e c t r i c a l
E d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
M A
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
SWGR
GND BUS
NGR1
FRONTFRONT
FRONT
FRONT
FRONT
XFMR T1
#2/0 (5KV)
#4/0
4'-0" 0'-0'' 4'-0"
8'-0"
SCALE: 1/4"=1'-0''
LIGHT POST LPS #2/0 BC
BOND TO GROUND GRID.
TYPICAL EACH SIDE OF
POST, TYPICAL
LIGHT POST WITH LPS AIR
TERMINAL. SEE DETAIL A3
SHEET E-142, TYPICAL
LIGHT POST LPS
EXOTHERMIC WELD
EACH SIDE OF POST
180° APART, TYPICAL
NOTES:
1. LIGHT POLES SHALL BE GROUNDED DIRECTLY TO THE
GROUND GIRDLE AS SHOWN. THE TWO #2/0 CU GROUND
WIRES (ONE ON EACH SIDE 180° APART) SHALL BE RUN
IN THE MOST DIRECT PATH WITHOUT EXCESSIVE
BENDS. THE CONNECTION OF THE GROUND WIRE TO
THE GIRDLE SHALL BE AN EXOTHERMIC WELD.
2. ALL GROUNDING AND BONDING OF LIGHTNING
PROTECTION SYSTEM COMPONENTS SHALL BE
PREFORMED PER NFPA 780, DOD 6055.09, IEEE 80, AND
PAM 385-64 LATEST EDITION.
3. REEFER TO SHEET E-503 FOR LIGHTNING PROTECTION
GROUNDING DETAILS.
SEE FENCE GATE
BONDING DETAIL
TYP 5
FENCE POST
BURNDY GROUNDING
FINISHED
SURFACE
TO MAIN
GND GRID
#4/0 CU GND
HINGED GATE
POST
GATE FRAME
FLEXIBLE COPPER
BRAID
GROUND CONNECTOR
FINISHED SURFACE
#4/0 CU GND TO
MAIN GROUND GRID
CONDUIT 1" PVC
SCHEDULE 40
1" CONDUIT CLAMP
A3
E-143
FENCE GATE BONDING DETAIL
SCALE: NO SCALE
A3
E-143
B3
E-143
FENCE BONDING DETAIL
SCALE: NO SCALE
BOND TO FENCE
B3
E-143
SWGR
GND BUS
#4/0 AWG BC GROUND
WIRE (TYPICAL)
T S
X
X
X
X
X
X
X
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W
H Y
D
HYD
CO
S
D x
S
D x
S
D x
S
D x
S
D x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
PB
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
CP
CP
CP
S
S x
S
S x
S
S x
S
S x
S S x
S S x
S S x
S S x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
C
C
C
E
E
E
E
E
C
E
E E
E
E
E
D w g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
N
C O
R D
M
O T
C
M
O T e p C
A D
D
A c t i v e
E l e c t r i c a l
E d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
M A
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
20' 0' 20'
40'
SCALE: 1'' = 20'
NTS
WEST
TRESTLE
EAST
TRESTLE
KEY PLAN
WHITE ROAD
MAIN PLATFORM
E-161
W H
I T
E
A
D
E R
S O
N
R
O A
D
E
L E
C T
R I C
A L
P
L A
N
T S
E P
M N
M
S
T
S
P A
R K
S
E d w g
A S
N
O T
E D
A D
D
C
O N
D U
I T
WHITE AND ANDERSON ROAD ELECTRICAL PLAN
1''=20'-0"
STUB-OUT
AND CAP
EXISTING
POLE # 1242
EXISTING ABANDONED
ELECTRICAL MANHOLE AND LINE
(DEMOLISH AS REQUIRED TO
INSTALL NEW DUCTWORK)
MH6
PROVIDE NEW WOOD POLE
SEE DRAWING E-512
MH3
MH7
MH8
EXISTING POLE # 1325
STUB-OUT
AND CAP
TYPICAL
EXISTING 12kV SUBSTATION
BLDG 174
STUB-OUT
AND CAP
HV1 HVS1
12.47KV,
OVERHEAD
HVS
HVS2
HV1
C
HVS2
C
HV1 HVS
C
HVS
C
HVS1
HVS1
HVS
C
HV1HVS C
STUB-OUT
AND CAP
C1
T S
3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
31'-10"
CPT
AC
PANEL,
UPS
CT/PT
GENSET
XFER
C/B
FEEDER
C/B
CRANE #2
FEEDER C/B
FEEDER
C/B
CRANE #1
FEEDER C/B
FEEDER
C/B
4.16KV
MAIN
11'-6"
12KV
MAIN
T R
A N
S I T
I O
N
S E
C T
I O
N
1'-10"3'-0"
3"
T1: 3750KVA
3"
T
Y P
I C
A L
T2: 300KVA
1'-8"7'-0"
10'-4"
ATC
1'-8"
T
Y P
I C
A L
T
Y P
I C
A L
D w g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
N
C O
R D
M
O T
C
M
O T e p C
A D
D
A c t i v e
E l e c t r i c a l
E d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
M A
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
E-201
M A
B
S T
A T
I O
N
E
L E
V A
T I O
N S
T S
E P
M N
M
S
T
S
P A
R K
S
E d w g
A S
N
O T
E D
D E
L E
N
E R
A T
G
R
A2
E-141
SWITCH ELEVATION
SCALE: 1/2"=1'-0"
B1
E-141
SWITCHGEAR ELEVATION
SCALE: 1/2"=1'-0"
B3
E-141
TRANSFORMER ELEVATION
SCALE: 1/2"=1'-0"
HOUSE
KEEPING PAD
HOUSE
KEEPING PAD
HOUSE
KEEPING PAD
C2
C-406
C2
C-406
C2
C-406
T S
1. USE ONE BORE SPACER FOR EVERY 5 FEET OF
DUCT BANK.
2. THE CASING ID MUST BE SMOOTH AND FREE
FROM RIDGES, PROJECTIONS AND SEAMS THAT
MIGHT IMPEDE THE ROLLING OF WHEELS.
3. INSTALL BORE SPACERS PERPENDICULAR TO
CONDUITS.
4. VERIFY CASING OD WITH BORE SPACE
MANUFACTURER. CASING OD WILL CHANGE
BASED ON CONDUIT QUANTITY AND SIZE.
5. DETAIL SHOWN (SCH 40) PVC CONDUITS IN A 36"
OD X .75" WALL STEEL CASING.
6. AFTER CONDUIT AND SPACERS ARE INSTALLED IN
CASING FILL CASING WITH SAND.
7. CONTRACTOR SHALL COORDINATE CASING
DEPTH WITH SURROUNDING EXISTING AND
PROPOSED UTILITIES OR ANY OTHER VERTICAL
CONFLICTS. MINIMUM DEPTH 62" TO TOP OF RAIL
ROAD TRACK.
8. CASING LENGTH SHALL EXTEND 25'-0" MINIMUM
BEYOND OUTERMOST RAIL.
FACTORY INSTALLED
POLYOLEFIN WHEEL
SCH 40 PVC NUMBER
OF CONDUIT AS
REQUIRED.
BORE SPACE
STEEL CASING
WALL 36" OD X .75"
RAILROAD
TRACKS
FINISHED
GRADE
OPENING FOR
CABLE TO
STABILIZE DUCT
BANK DURING
INSTALLATION
FOR SAND INJECTION PIPE
T
E
M
I N
I M
U M
STEEL CASING NOTES:
GALVANIZED STEEL
LADDER, GROUND WITH
#4/0 WIRE, ANCHOR
LADDER TO FLOOR
NOTES:
1. GROUND LID RING AND STEPS TO GROUND ROD WITH # 4/0 BCW.
2. ALL CONDUITS ENTERING MAINTENANCE HOLES SHALL BE
SEALED WITH REMOVABLE COMPOUND TO PREVENT WATER
FROM ENTERING.
3. SUMP DRAIN IN MAINTENANCE HOLES TO REMAIN CLOSED.
4. FOR CABLE RACK SEE DETAIL A1 THIS SHEET.
COMPACTED
CRUSHED ROCK,
3/4" MAX SIZE
3/4" X 10' COPPER
CLAD GROUND ROD
" SLEEVE CAST
INTO MANHOLE FLOOR
#4/0 CU GND WIRE,
STRAP TO WALL
FINISHED GRADE, OR EXISTING
GRADE WHERE APPLICABLE
EXOTHERMIC
WELD
GRADE
RINGS
GALVANIZED
STEEL STEPS
BACKFILL MATERIAL
COMPACTED TO 95%
36" DIA GALVANIZED STEEL COVER PLATE,
ASTM A516 GRADE 70, 125 KIP LOADING
3-SACK CONCRETE
SLURRY
SUMP DRAIN
U O
N
PULLING IRON
(TYPICAL)
DESIGN TO INCLUDE
125 KIP LOADING
18"
MIN
L E
N G
R E
Q U
I R
E D
INSIDE FACE OF
MANHOLE
FIBERGLASS
BRACKET FOR
CABLE SUPPORT
PORCELAIN CABLE
REST, TYPICAL FOR
EACH CABLE
FIBERGLASS WALL
HANGER, UNISTRUT
OR EQUAL
1/2" DIA CONCRETE
ANCHORS THROUGH
HOLES - TYPICAL
TOP AND BOTTOM
D w g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
N
C O
R D
M
O T
C
M
O T e p C
A D
D S
U B
M I T
T A
L S
R
T A
S u b s M
N L
B E l e c E
E l e c t r i c a l
E d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
M A
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
E-510
E L E
C T
R I C
A L
D
E T
A I
T S
E P
M N
M
S
T
S
P A
R K
S
E d w g
A S
N
O T
E D
B I D
D E
R
C
L A
R I F
I C
A T
I O
N
B1
E-102
STEEL CASING DETAIL
SCALE: NOT TO SCALE
A1
E-510
MANHOLE HOLE CABLE RACK DETAIL
SCALE: NOT TO SCALE
B3
E-102, E-103
PRE-CAST CONCRETE MANHOLE DETAIL
SCALE: NOT TO SCALE
POLE
BKR/
NOTE
SEE
MISCRECLTG BA
PANEL:
LOCATION : VOLTAGE/PHASE : FED FROM :
BUS AMPS : MINIMUM BUS BRACING :
MOUNTING : MAIN BREAKER :
VA
LOADS CKT A B
SUBSTATION LIGHTING
1,100
ELEC SUBSTATION
SWGR SECTION
240/120V, 1Ø, 3W
125A
125A, 2P
25KVA CPT
PER MANUFACTURER'S
AC
20/1
60/2
OUTLETS
UPS UNIT
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
CKT
BKR/
POLE
20/1
11 12
LTG
LOADS
NOTE
SEE
VA
OUTLETS
REC
MISC
BA
5,000
5,000
1,000
SUBSTATION RECEPTACLES
SPACE HEATERS
SPARE
20/1
20/1
20/1
20/1
20/1
20/1
SERIES RATING
ENCLOSURE: SWGR MS
SUBSTATION RECEPTACLES
SPACE HEATERS
SPACE HEATERS
SEISMIC GROUND STATION
SPARE (GEN AUX CIRCUITS)
SPACE
SPACE
TOTAL Ø A = 8,140 VOLT-AMPS
TOTAL Ø B = 6,600 VOLT-AMPS
LCL = 0 VOLT-AMPS
TOTAL = 14,740 VA @ 240V, 1 Ø = 61.4 A
20/1
20/1
20/1
20/1
20/1
20/1
SPARE (GEN AUX CIRCUITS)
SPARE (GEN AUX CIRCUITS)
SPARE (GEN AUX CIRCUITS)
SPARE (GEN AUX CIRCUITS)
SPARE (GEN AUX CIRCUITS)
T S
E-601
L E
C T
R I C
A L
S
C H
E D
U L E
S
T S
E P
M N
M
S
T
S
P A
R K
S
E d w g
A S
N
O T
E D
D E
L E
N
E R
A T
G
R
A
N
D U
I T
CONDUIT AND FEEDER SCHEDULE
CALLOUT CONDUIT CONDUCTORS VOLTAGE FROM TO REMARKS
HV1 5"
3#500 kcmil CU (15KV) & 1#2 /0 GND 12,000 V
NEW POLE PADMOUNT SWITCH
SWGR. MS, NOTE # 2
HV2 5"
3#4/0 (15KV) & 1#4 GND 12,000 V
PADMOUNT SWITCH SWGR.
H1 4"
3#4/0 (5KV) & 1#4 GND 4,160 V
SWGR. MS CRANE VAULT -
H2 4"
3#4/0 (5KV) & 1#4 GND 4,160 V
SWGR. MS CRANE VAULT -
H3 4"
3#2 (5KV) & 1#8 GND 4,160 V
SWGR. MS XFMR. T2 -
HVS
(3) 5"
PULL ROPE
12,000 V
- - SPARE
HVS1
(1)5"
PULL ROPE
12,000 V
- - SPARE
HVS2
(2)5"
PULL ROPE 12000V - - SPARE
GEN1 5" PULL ROPE
4,160 V
GENERATOR #1 SWGR. GS CABLES FUTURE BY OTHERS
GEN2 5" PULL ROPE
4,160 V
GENERATOR #2 SWGR. GS CABLES FUTURE BY OTHERS
GEN3
(3) 4"
PULL ROPE
4,160 V
- SWGR. MS FUTURE
DP
(2) 4"
2 SETS - 4#500 KCMIL & 1#1/0 GND 480 / 277 V XFMR. T2 SWBD. DP
@ OPERATIONS BLDG.
C
(4) 4"
PULL ROPE - - - COMMUNICATION
C1
(4) 2"
PULL ROPE - - - COMMUNICATION
G1 - 2#10 & 1#10 GND 120 V SWGR. MS PTs RELAY GC RELAY GC POWER
G2 - 2#10 & 1#10 GND 120 V SWGR. MS PTs RELAY GC RELAY GC POWER
GC1 2 1/2" 1#6 120 V RELAY GC CRANE #1 CRANE GROUND CHECK
GC2 2 1/2" 1#6 120 V RELAY GC CRANE #2 CRANE GROUND CHECK
GR1 1" 1#6 120 V RELAY GC CRANE GROUND WELL GROUNDING
GR2 1" 1#6 120 V RELAY GC CRANE GROUND WELL GROUNDING
GR3 1" 1#6 120 V NGR1 CRANE GROUND WELL GROUNDING
GND1 1"
1#6 (5KV) 2,400 V
XFMR. T2 NGR1 RESISTOR GROUNDING
CT1 1" 2#12 & 1#12 GND 120 V NGR MONITOR
CT @ NGR1
GROUND MONITORING
SR1 1" 1#12 - NGR MONITOR
SENSING RESISTOR @ NGR1
GROUND MONITORING
LP 2 1/2 " 4 #1/0 & 1#6 GND 480 /277V DISTR. PANEL DP LIGHTING PANEL LP ELEC ROOM
L1 2" 4#8 & 1#10 GND 480 V LIGHTING PANEL LP
LP1, LP2, LP3 & LP4
L2 - 2#8 & 1#10 GND 480 V LIGHTING PANEL LP LP1-LP8 LOCATED INTERNAL PANEL LP
L3 1" 4#8 & 1#10 GND 480 V LIGHTING PANEL LP WEST TRESTLE & CROSS RD WEST TRESTLE LIGHTING
L4 2" 2#8 & 1#10 GND 480 V LIGHTING PANEL LP EAST TRESTLE LIGHTING EAST TRESTLE LIGHTING
L5 2" 4#8 & 1#10 GND 480 V LIGHTING PANEL LP
LP5, LP6, LP7 & LP8
P1 1" 2#8 & 1#10 GND 120V PANEL PB SECURITY CAMERA
EXIST. CAMERA @ WHITE RD
P2 2" 2#6 & 1#8 GND 480 V DISTR. PANEL DP PANEL MPZ -
P3 2" 2#4 & 1#8 GND 480 V DISTR. PANEL DP TRANSFORMER T3 -
P4 2" 4#1 & 1#6 GND 120/208V TRANSFORMER T-3 PANEL BOARD PB -
P5 2" 3#4 & 1#10 GND 208V PANEL BOARD PB 208V RECEPTACLE OUTLET -
P6 2" 3#4 & 1#10 GND 208V PANEL BOARD PB 208V RECEPTACLE OUTLET -
P7 2" 3#2 & 1#10 GND 208V PANEL BOARD PB 208V RECEPTACLE OUTLET -
P8 2" 3#2 & 1#10 GND 208V PANEL BOARD PB 208V RECEPTACLE OUTLET -
P9 2" 4#10 & 1#10 GND 120V PANEL BOARD PB 120V CABLE VAULT POWER
PB CIRCUITS 14,16,18
P10 2" 3#10 & 1#12 GND 480V PANEL BOARD DP OP BLDG SUMP PUMP
PS 2" PULL ROPE - VARIES VARIES -
MPZ1 2" 2#4 & 1#10 GND 120V MINI POWER ZONE MPZ 120V RECEPTACLE OUTLET -
MPZ2 2" 2#4 & 1#10 GND 120V MINI POWER ZONE MPZ 120V RECEPTACLE OUTLET -
MPZ3 2" 2#6 & 1#10 GND 120V MINI POWER ZONE MPZ 120V RECEPTACLE OUTLET -
MPZ4 2" 2#6 & 1#10 GND 120V MINI POWER ZONE MPZ 120V RECEPTACLE OUTLET -
MPZ5 2" 2#6 & 1#10 GND 120V MINI POWER ZONE MPZ 120V RECEPTACLE OUTLET -
MPZ6 2" 2#4 & 1#10 GND 120V MINI POWER ZONE MPZ 120V RECEPTACLE OUTLET -
MPZ7 2" 2#4 & 1#10 GND 120V MINI POWER ZONE MPZ 120V RECEPTACLE OUTLET -
T 3" 12 #19 TWISTED SHIELDED PAIR - SEE E-103 BUILDING COMM BACKBOARD SEE NOTE 1
T1 2" 6 #19 TWISTED SHIELDED PAIR - BUILDING COMM BACKBOARD
SHIP TO SHORE TELEPHONE
OUTLET ENCLOSURE
SEE NOTE 1
FA 2" SOLID TWISTED AND SHIELDED - FACP MANUAL PULLSTATIONS
SEE NOTE 1
SPEC 2B-31-76 2.19.1
LN 2" 48 STRAND SINGLE MODE FO CABLE -
COMMUNICATION
MANHOLE CMH33A
BUILDING COMM BACKBOARD SEE NOTE 1
LNS 2" PULL ROPE - VARIES VARIES
S 2" 48 STRAND SINGLE MODE FO CABLE -
COMMUNICATION
MANHOLE CMH33A
BUILDING COMM BACKBOARD
FACP/COMMS
SEE NOTE 1
SS 2" PULL ROPE - VARIES VARIES
S1 2"
(3) 6 PAIR - #22 TWISTED
12V DC BLDG SEISMIC RECORDER SE-1 SEE SPECIFICATIONS
S2 2"
(3) 6 PAIR - #22 TWISTED
12V DC BLDG SEISMIC RECORDER SE-2 SEE SPECIFICATIONS
S3 2"
(3) 6 PAIR - #22 TWISTED
12V DC BLDG SEISMIC RECORDER SE-3 SEE SPECIFICATIONS
POLE
BKR/
NOTE
SEE
LTGRECMISC BA
PANEL:
LOCATION : VOLTAGE/PHASE : FED FROM :
BUS AMPS : MINIMUM BUS BRACING :
MOUNTING : MAIN BREAKER :
VOLT-AMPS
LOADS CKT A B
RECEPTACLE OUTLET
NOTES:
PIER
SURFACE
240/120V, 1Ø, 3W
80 AMPS
DP
10KA
MPZ
20/1
OUTLETS
8,400 VA @ 240V, 1Ø = 35 AMPS
LCL =
TOTAL B =
TOTAL A =
TOTAL =
VOLT-AMPS
VOLT-AMPS
VOLT-AMPS
3,600
4,800
CKT
BKR/
POLE
20/1
11 12
MISC
SPARE
SPARE
RECEPTACLE OUTLET
LOADS
NOTE
SEE
VOLT-AMPS
OUTLETS
REC
LTG
BA
RECEPTACLE OUTLET
RECEPTACLE OUTLET
RECEPTACLE OUTLET
RECEPTACLE OUTLET
RECEPTACLE OUTLET
20/1
20/1
20/1
20/1
20/1
20/1
20/1
POLE
BKR/
NOTE
SEE
LTGRECMISC CBA
PANEL: PB
LOCATION : VOLTAGE/PHASE : FED FROM :
BUS AMPS : MINIMUM BUS BRACING :
MOUNTING : MAIN BREAKER :
VOLT-AMPS
LOADS CKT A B C
208V RECEPTACLE
NOTES:
OPS BLDG.
SURFACE
208/120V, 3Ø,4W
150A
150A
TRANSFORMER
42KAIC
20/1
OUTLETS
208V RECEPTACLE
SPACE
EX SEC. CAMERA
28,735 VA @ 208V, 3Ø = 80 AMPS
LCL =
TOTAL C =
TOTAL B =
TOTAL A =
TOTAL =
VOLT-AMPS
VOLT-AMPS
VOLT-AMPS
VOLT-AMPS
9,385
9,825
9,525
REC
OUTLETS
NOTE
SEE
MISC
VOLT-AMPS
LTG
C
BA
CKT
BKR/
20/1
20/1
20/1
POLE
LOADS
23 24
VAULT PUMP OUTLET
CRANE VAULT REC
CRANE VAULT LIGHT
208V RECEPTACLE
208V RECEPTACLE
POLE
BKR/
NOTE
SEE
LTGRECMISC CBA
PANEL: LP
LOCATION : VOLTAGE/PHASE : FED FROM :
BUS AMPS : MINIMUM BUS BRACING :
MOUNTING : MAIN BREAKER :
VOLT-AMPS
LOADS CKT A B C
LP1, LP2, LP3 & LP4
NOTES:
OPS BLDG ELEC RM
SURFACE
480/277V, 3Ø,4W
150A
LUGS ONLY
DP
42KAIC
OUTLETS
AREA
SECURITY
WEST TRESTLE LTS
41,182 VA @ 480V, 3Ø = 50 AMPS
LCL =
TOTAL C =
TOTAL B =
TOTAL A =
TOTAL =
VOLT-AMPS
VOLT-AMPS
VOLT-AMPS
VOLT-AMPS
14,901
8,236
4,110
13,935
REC
OUTLETS
NOTE
SEE
MISC
VOLT-AMPS
LTG
C
BA
CKT
BKR/
POLE
LOADS
23 24
EAST TRESTLE LTS
SECURITY
AREA
LP5, LP6, LP7 & LP8
LP1, LP2, LP3 & LP4
LP5, LP6, LP7 & LP8
D w g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
N
C O
R D
M
O T
C
M
O T e p C
A D
D
A c t i v e
E l e c t r i c a l
E d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
M A
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
SPARE
NOTES:
1. CABLE SHALL BE LISTED AND SUITABLE FOR OUTDOOR / UNDERGROUND LOCATIONS IN CONDUIT.
2. COPPER, 15 kV, MV105, 133% INSULATION, EPR INSULATION SHIELDED CABLE.
T S g s c a l o t d a t l e n a m s i g n f i
S u b m i t t a l
S t a t u s
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
C O
R P
S
O
F
E
N G
I N
E E
R S
D E
P A
R T
M E
T
M
Y
S u b m i t t e d b y
R e v i e w e d b y
D e s i g n e d b y
D w n b y
D a t e
S p e c
N o number:
reference
Sheet
R e v
S y m b o l D e s c r i p t i o n
Sacramento District
US Army Corps of Engineers
A
B
C
1 2 3 4
D a t e
A p p r o v e d
M I L
I T
A R
Y
O
C E
R
M I N
N
C O
R D
M
O T
C
M
O T e p C
A D
D
A c t i v e
E l e c t r i c a l
E d t a m
C A
L I F
O R
N I A
R E
P L
A C
E U
P G
R A
E
R
M A
Y
N . C al ifo rn ia
B lv d.
, S ui te
W al nu t C re ek
, C A
12.47KV
INCOMING
T1: 3750 KVA, AA/FA
12.47KV - 4.16KV
3Ø, Z=5.75%
2400-120V
3PT'S
6KV
(3)SA
NGR
25KVA
4.16KV -
120/240V
CPT
52-M
1200A
250MVA
N.C.
NGR1: 50A,
48Ω, 10 SEC.
HV2
SWGR. MS
SMR
NGR1
MONITOR
50:5
(1)
SR
S
GND1
CT1SR1
52-2
1200A
250MVA
50:5
(1)
600:5 MR
SET @ 300:5
(3)
CRANE #2
H2
52-1
1200A
250MVA
600:5 MR
SET @ 300:5
(3)
CRANE #1
H1
52-3
1200A
250MVA
600:5 MR
SET @ 100:5
(3)
H3
TO SWBD "DP"
AT OPERATIONS BUILDING
SEE E-603 FOR CONTINUATION
52-4
1200A
250MVA
600:5 MR
SET @ 600:5
(3)
UPS
UPS
R S
SPARE
86 86
50:5
(1)
CS
1200:5 MR
C200 (3)
SET @ 800:5
UPS
RS-485
(3) SURGE ARRESTER, 6KV LINE TO GROUND
STATION CLASS 5.1KV MCOV, GAPLESS METAL
OXIDE TYPE.
SEE SHEET E-512 FOR 12KV INCOMING,
CUT-OUTS…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .