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PME VOLTWA: 480/277 3 4� 4 W CIRCUff CODE- Work or N NON-MTNMS MAIN SWI TCH BOARD --'A.SB' AND 'MSC' NOTES:
MEL 'HA' BUS: 100A L LONG-tMPIVAJOUS L
DATE- 05/10/05 13:31�20 MAINS: MLO MOUNIING: R DEMMIDABLE RECEPrACLES 1. THE ENTIRE MAIN SVWTCHBOARD AND ELECTRICAL PANEL SYSTEM SHALL BE
to'tm- MA I. - .1 - - - __ -
SWITCHBOARD
GROUND BUS
BONDING JUMPER 1 #3/0 -1
UL LISTED FOR SERIES RAlqNG OF 50,OOOA RMS SYMM VMEN USED TH QWR U�Ql -A 36"
1--- 32 -
DOM STREJAM SEFUES RATED CIRCUIT BREAKERS AND, OR DEMCES.
2. SERIES CONNECTED SYSTEM HAS BEEN SPECIFIED FOR THE TYPE OF Sr-lAMINLESS F
FUSE -CIRCUIT BREAKER AND CIRCUIT BREAKER -CIRCUIT BREAKER
COMBINATION. THE ELECTRICAL CONTRACTOR SHALL SUBMIT TO ELECTRICAL
I la�. ml
ENGINEER A COPY OF DOCUMENTATION FROM SWITCH GEAR MANUFACTURER,
THAT CONTRACTOR PROPOSES TO USE, AND DEMONSTRATE/bOCUMENT, THE m 800A
3 PMT LATCH VAULT I
COMPLIANCE OF THEIR SUBMITTED COMBINATIOIC THE EQUIPMENT 'rYPE DOOR HMOLE 3/P
ENCLOSURE SHALL BE LEG18LY MARKED ON THE FIELD TO INDICATE THE
ENGE
EQUIPMENT HAS BEEN APPLIED iMTH A SERIES COMBINATION RATING. THE 10
G&VMZED STEEL
MARKING SHALL aE READILY VISiBLE AND STATE "CAUTION -SERIES RATED SEWRION COVS
IN
I
Mik
! V
C � 7
T
SYSTEM" PER N.E.C. ARTICLE 110-22. 42,000A. AVAILABLE IDENTIFIED
REPLACEMENT COMPONENT REQUIRED. IF PROPOSED OCP DEMCE TYPE IS 3 DMETER OOA 150A 60
DIFFERENT THAN SPECIFIED ON PLANS, CONTRACTOR SHALL RESUBMIT SKAC ILI OPMADLE=1'1�11 3p 3p
SUBSITTUTED OCP DEMCE CATALOG NUMBER TO BUILDING DEPARTMENT AS A
CHANGE TO CONSTRUCTION DRAWNGS.
3. PROVIDE RED ENGRAVED PLATE NTH VMITE LETTIERS: "SVATCHBOARD IS SERIES RATED. UGPS
REPLACEMENT DEMCES SHALL BE OF SAME MANUFACTURER, TYPE DESIGNATION AND AN
EQUAL OR GREATER INTERRUPTING CAPACITY."
4. COPPER BUSSING SHALL BE 1000A/80. INCH FOR 1007o RAlqNG. ALUMINUM BUSSING SLAB 7
SHALL BE 750A/SQ. INCH FOR 100% RATING. \__j
5. ALL SECTIIONS OF SWTCHSOARD (HORIZONTAL AND VERTICAL) TO BE FULLY BUSSED FOR
FU'PJRE ADDIrIONS. 'lA
6. IF SWITCHBOARD IS LOCATED AGAINST A WALL THE TOP OF THE SERVICE/SVATCHBOARD
<
LINE-UP SHALL BE BOL.TED TO THE WALL WTH-IN THREE FEET OF EACH END VATH c
Ile THtQ( ANGLE IRON OR 13100 UNI -STRUT AND FITTINGS OR WITH EQUAL TOP SUPPORT. H B
IF SWITCHBOARD IS FREE STANDING OUMOOR UNIT 'MAN SOLT TO CONCRETE SLAB 24
IWITH 1/2" z PHILLIPS RED HEAD WEDGE ANCHORS 4" EMBEDMENT. CAT. NO. WS -1252 16
(4) BOLTS PER UNIT (2 AT EACH END)�
7. CONTRACTOR SHALL SEND SWITCHBOARD SHOP DRAWING TO POWER CO. REPRESENTA11VE 2
FOR APPROVAL BY POWER CO. AND CONFIRMATION 'THAT SWITCH GEAR COMPLIES VATH
PO%ER CO. REGULATIONS.
S. ALL DIMENSIONS OF SIMTCH GEAR ARE BASED ON RSE-SIERRA (714/529-3471). if HC
IY SUSSIITU'RION OF EQUIPMENT VATH GREATER
CONTRACMR IS RESPONSIBLE FOR AN 3
DIMENSIONS T14AN MANUFACTURED 13Y RSE-SERRA AND FOR ALLOM SPACE AND
CODE CLEARANCES.
9. 'IHE LANDING LUGS IN THE UNDERGROUND PULL SECTION, SIZED PER MAIN S"TCH, 4
ON SERVICE SEC'nON CONNECTED LOAD- DISCONNECT LINKS FROM LANDING LUGS THE OT2 0 FHB
UNDERGROUND PULL SECTION TO EACH SERVICE SECTION BUS PER UTILITY COMPANY
SERVICE GUIDE (U.C.S.G.). \A/w
10. CONTACTORS AND/OR RELAYS TO MOUNT IN SEPARATE SECTIONS VATH HINGED (LOCKABLE) 13
DOORS. TIME CLOCKS AND/OR ANY TOGGLE OR PUSH BUTTON ON-OFF DEVICES TO BE
MOUNTED IN SEPARATE BARRIERED SEC11ON VATH HINGED LOCKABLE DOOR AND TO HAVE 4A
NO LIVE CONTACTS OR BUSSING EXPOSED '1110 OPERATOR, (COMPLY WITH CAL -OSHA 717LE 8, 22
ELECTRICAL CODE 2320.1 AND 2320.2. 1
i t _y , C17 L C
11. OUTDOOR SVWTCH GEAR TO HAVE HINGED PAD LOCKA13LE DOORS AND PAD LOCK COVER
YNTH DOOR HANDLE HARDWARE AT METER SECTION CAPABLE OF TWO PAD LOCKS.
\1 Rl
23
12. OUTDOOR SVATCHBOARD FINISH S14ALL BE 1000 HOUR SALT SPRAY RA70�, POWDER COAT
T�
C13
17 LC
UREI`HANE OVER GALVANIZED STEEL. THE 130TTOM BASE OF SiNITCHBOARD SHALL
16
BE A 1" HIGH STAINLESS STEEL VWTH SAME PAINT COVER. L
\EE -73
ki'_V�I'TH' UD x
SECOND GROUND WELL --i 11 -3/4*'
IF REQUIRED, PER 1999 p
NEC. ARTICLE 250-56 FINISHED GRADE
X\ 44 . .....
7
R
4A
"'D E_i
�GROUND CLAMP WIRE
J-1 p_
TO GROUND Ror,�
13
M
'j, 8' DIAMETeR cLA.y
SOIL PIPE FILL WrrH,
CRUSHED POCK AND
E -ROUNDS SYSTF%i TO COPPER SULFATE
ST
COMPLY WITH 1999 NEC 6'
N.
5",
250-552(c) AND 250-56 5/8- Olk X 10'-0" t
MIN.
BOND ALL SECTIONS OF PANEL LONG COPPER
&
GROUND ROD
DRIVEN GROUND DET I
.t 3c
�JY'
A
18
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wm #4
L_t_EfC' TRICAL-
0 L, U N' K Z� li zi zo u
"ETIE SLA133 30-0 P-1 0 28 DAYS
12-' O.C. E.W. (I % SLOPE TO FRONT)
EXCAVATE SOIL BELOW THE SILAG
TO A MINIMUM DEPTH OF 8 INCHES
A,
8" MHN� t
TO A FIRM GROUND AND FILL BACK
35.
I N 6 -INCH LKYERS. COMPACT
A
3" MIN� ALL ---A BACKFILL TO 90% OF THE MAXIMUM
-TERMINED BY
'zX
DRY DENSITY DE
AROUND AND
"QU
N
WITH 36t' IN ASTM D 1557
4�'
#7
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FRONT
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IC80 NO. 1372. 7
1/2" 0 PHILLIPS RED HEAD WEDGE
�T
X
ANCHORS 4-1/,' " EMBEDMENT. (4) BOLTS
Af /'e
PER UNIT, 2 EACH END, > a
A
6101
31
INSIALL IN STRICT ACCORDANCE WITH -,f
V
SPECIFICATIONS. Sig ii -m 4, A.
8H
i 'RER'S
MANUFACTU At
Mw
'MSB'
LOAD SUMMARY.
PANEL
'HC'=
68A
PANEL
'HDP=
477A
PANEL
'HA'=
50A
DARIn
lliml-
I 152A
SIGN
�43A (TWO P'
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4*
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)TO POINT OF UTILITY CO. CONNECTION
TO POINT OF UTILITY CO. CONNECTION
PHASE 2
277V 30, 4W
f'rlU I V tat!_L
OBILLINE -DIAGRAM.- NOTES NO�
BY
I PEVISIONS DA TE 11 1
.2,000 A.I.C.)
I
OFOUR 4" C.O.
I
VARIOUS 10/11/05 RR
--+-30
30"
SCE TRANSFORMER
36" DEEP
T ONE 4' C�O� TO SCE POINT OF SER410E,
(D 3 #10
HA
LA
120V, DUPLEX
S 3 #6
GFI, 20A OUTLEr
(D 2- C. 4 #1/0 + 1 #6 G. (200 FT.= + 2" C.O. (SPARE)
'TWO 3" C� 4 If 350MCM + 1 #1G. IN EACH, (330 FT�=
---- V.D�"
15
2" C. 4 #2/0 + 1 #6G.
(D
3 #10
sTl 0
3 #6
\VNVW
12
20
1 #1/0 COPPER TO SYSTEM GROUND.
RELAY
S EC7 10 N
I" SIAINLESS STEEL
'MSE3'
01 (NOTI USED)
BASE PER
NOTE 12 AT LEFT
48OV-120/240Vt 10, 3W. 15 KVA, DRY TYPE
B-2 U6
HINGED DOOR.
- - - - - - -
QO
F
13 4BOV-120/24OV, 10, 3W. 25 KV& DRY ryPE
�5
OT2'.
IR
TRANSFORMER MOUNT IN CABINET WITH LOUVERS,
HINGED DOOR.
Q9 4BOV-120/208V, 30, 4% 112.5 KVA, DRY TYPE
MULTI-PURPOSE
BLO'G (SEE E-8)
TRANSFORMER 'TV. FLOOR MOUNTED.
25
2 5
4 4BOV-120/208Vt UK 4W. 112.55 KVA, DRY TYPE
HE
VVW
TRANSFORMER 'T4. MOUNT IN CABINET WITH LOUVERS,
POOL BUILDING
HINGED DOOR.
(SEE SHT. EB -1)
PROVIDE FOUR MINIMUN 1100A S55PACES,
25
U6 SEEONE UNE DIAGRAM SHT. E-8-2.
E
E-8
LR
17 SEE ONE LINE DIAGRAM SHT, E-4.
�5
18 SEE NOTE NO. 20, SHT. E-5.
1 1/12" C. 4 #2 + I #8G.
L- - - - --
TIME CLOCK.
F- 71-71
PANEL PER AQUATIC DESIGN GROUP PLANS AND
PROVIDED BY POOL CONTRACTOR. HOOK-UP Ml PANEL -
SITE PLAN
16 0 0 16 0 0 0 0 16 0 0 16 0 0 0 0 4 0 6 10 16 0 0 4 0 0 16 # 0