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480 VOLT IOOA FRAME
CONTROL ASSEMBLY PANEL 3OA -3P CIRCUIT
24 " x 30" x e" APPROX. BREAKER IN NEMA I CONSTRUCTION NOTES a QUANTITIES:
ENCLOSURE
I T E M S QUANTITY
1�1 --- CONSTR. 4" CAST IRON PIPE (FORCED MAIN) _ ' 218 L. F•
1 3/4 -3 10 I 1 CONSTR. 8" V. C. P 60 L. F.
(�3 • —JOIN EXISTING SEWER MANHOLE Ic I EA.
I I
4 -- --"' 4�— CONSTR. CONCRETE ENCASEMENT �6 MIN. 1 ■ 22 L.F.
tlilGtcNESSS
— --jL' 5 —CONSTR. CONCRETE THRUST BLOCK • 2 EA.
&-- -CONSTR. TERMINAL CLEANOUT _ I EA.
— CONSTR. SEWAGE LIFT STATION x I EA.
,15A 15A COMPLETE WITH CONTROL CENTER AND
/ 3P 3P 12 P 54 "x 54 °x 16" ALARM TRANSMITTER PROVISION
STARTER WITH , 12 GA. GALV. STEEL (SEE DETAIL 1 /CE -16)
1
HOA SWS ) FREE STANDING )_CONSTR. TRAP MANHOLE
IOV-12 I WEATHERPROOF (SEE DETAIL 4 /CE -16) s I EA.
' 480V -120V ENCLOSURE
CONTROL WITH DOUBLE
TRANSFOMER ( -- CONSTR. VALVE VAULT
DOORS 81 3 P01 NT
0 0 HANDLE. PROVIDE (SEE DETAIL 2 /CE =16)
I IsA FUSES DOUBLE LOCK HASP 10 CONSTR. 8° C.I.P. _ 33 L. F.
BOLT TO CONCRETE.
I ALARM I II =
l _ I �— CONSTR. BY PASS CONNECTION 1 EA
I (TRANSMITTER I 120V DUPLEX (SEE 'DETAIL I /CE -17 )
ALTERNATOR OUTLET IN FACE
OF PANEL
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DIS-
TRICT d SHALL BE COMPLETED TO THE SATISFACTION OF THE DISTRICT ENGINEER.
2. STATIONING REFERS TO THE CENTERLINE OF THE STRUCTURE.
�. THE EXISTENCE OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS
PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES, EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES, TO PROTECT THE
UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN. \
4. ALL UNDERGROUND WORK SHALL SE COMPLETED PRIOR TO PAVIIIG.
5. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY
DISTRICT. CLAY PIPE JOINT COMPOUND SHALL BE "CPI -2, J C-60." MECHANICAL COMPRESSION
JOINTS SHALL BE "WEDGELOCK -SPEED SEAL MAIN LINE" OR APPROVED EQUAL. IN NO CASE
—WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT MORTAR OR GROUTED BE PER -
MITTED. SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISHED GRADE.
THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAMES AND COVERS TO FINISHED
GRADE AFTER PAVING.
S. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING WARNING SIGNS,
DEVICES, LIGHTS AND FLAGMEN IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPT. #
OF PUBLIC WORKS "MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FOR USE IN PER- '
rFORMANCE OF WORK UPON HIGHWAYS"
7. STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS.
8. ANY CITY BENCH MARK MONUMENT OR TIES THAT ARE DESTROYED OR DISTURBED DURING
CONSTRUCTION SHALL BE REPLACED ANY CHANGE IN LOCATION OR ELEVATION SHALL BE
REPORTED TO THE CITY ENGINEER BY A LICENSED SURVEYOR ON 84 x 11 LOOSE-LEAF
PAPER (ONE SIDE ONLY) SHOWING LOCATION d TIES OR LEVEL RUN.
9. MANHOLE SHALL BE BRICK OR PRE -CAST CONCRETE AS MANUFACTURED BY ASSOCIATED CON -
CRETE PRODUCTS INC. OR APPROVED EQUAL.
10. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A-1270 OR APPROVED
EQUAL.
II. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OFTHE SANITARY DISTRICT
�— — �_ �— — � ENGINEER 24 HOURS PRIOR TO COMMENCEMENT OF WORK. TEL.834 -5400
GROUND LUG i 1*8 GREEN CONCRETE
GROUND FOOTI NG
CONNECT TOI ( ,==c6�,'
FOUR WINE TERMINALS SLEEVE \,
WATERPROOF MOTOR I �.. ---__ _I
"CABLES FURNISHED
WITH MOTORS _
CONTINOUS TO - 3/4 "CONDUIT 3/4 It CONDUIT, STUB 12
JUNCTION BOX 1 5* 14 TIN
BEYOND CONCRETE.
CONDUIT EXTENSION
_ I TO GARAGE PANEL,
' AND 3 #10 CONDUCTORS
UNDER GARAGE WORK
` - DRIVEN GROUND ROD BRISTOL STR
•• •• •EET • •• —•
_• 3/4 "'x 10 =0" MIN.
�_—
I I 2 °CONDUIT WITH MOTOR CABLES
Pkg. 1 LIFT
I I 3/4" WEATHERPROOF FLEX CONNECTION ZI STATION
t W: SEARS J "'L
WATERTIGHT ELECTRODE HOUSING a TENANTS MAY co. L
I _
a re
- " sears c
'
SEALTRODE San LINE "E" "
1 I LINE "A" L - -- .ti -•K� TE N Struc k ugre
1
a -- tip- --y (� 1 W
11 ,
- ieza dr. � •' —
2 2 i I a BULLOCK LINE `•C„
l z
, a
LINE B ' =_1 `LINE "p„ p
SEWAGE LIFT STATION 3 , CEx.15 S —
O - -BEAR STREET
-� U-
-
IA a
KEY MAP
WIRING DIAGRAM AND ENCLOSURE DETAIL
N 0 S C A L E
WO T T O S C A L E
NOTE
ALL ELEVATIONS SHOWN ARE BASED ON SOUTH COAST PLAZA DATUM
ORANGE COUNTY DATUM IS 0.50 FT. LOWER).
BENCH MARK (PER ORANGE COUNTY DATUM)
STD. O.C.S. DISK STAMPED "RCE 7872" ON TOP OF S. WING WALL
OF O.C.F.C. CHANNEL 53' E. OF g OF BRISTOL ST. 0.35 MILES N.
1 ALONG BRISTOL STREET FROM INTERSECTION OF BRISTOL STREET
t ♦ AND SUNFLOWER AVENUE. ELEVATION • 33.028 ORANGE COUNTY DATUM
}
• 33.528 SOUTH COAST PLAZA DATUM.
12. PERMIT REQUIRED SHALL BE OBTAINED FROM THE STREET DEPARTMENT, 77 FAIR DRIVE.
13. SEWER CONTRACTOR SHALL VERIFY FLOWLINE ELEVATION PRIOR TO ANY CONSTRUCTION.
14. POINT OF ORIGIN OF THE ASSUMED COORDINATE SYSTEM IS THE INTERSECTION OF THE
CENTER LINES OF BRISTOL STREET AND SUNFLOWER AVENUE SHOWN ON SITE PLAN
AS COORDINATE N 5 000.00 E5000.00.
15. JOB BASIS OF BEARING' THE CENTERLINE OF BRISTOL STREET ASSUMED "NORTH"
(TRUE BEARING N 0. 53'50`E )
16. LATERAL SHALL BE 6-VITRIFIED CLAY PIPE AT 1% SLOPE,UNLESS NOTED OTHERWISE.
LATERALS SHALL BE CONSTRUCTED FROM MAIN TO FIVE FEET OUTSIDE OF BUILDING FACE.
17. THE ENDS OF ALL PIPES LEFT UNCONNECTED SHALL -BE PLUGGED AND MARKED IN SUCH A
MANNER THAT THEY MAY BE EASILY RELOCATED FOR FUTURE CONNECTION.
1S. FOR EXISTING SEWER LINES "A" THRU "D" SEE DRAWINGS CE-6 THRU CE-9 BY GRUEN
ASSOCIATES (7 -17 -721. .r = --
19. CONTRACTOR SHALL PROVIDES INSTALL AN ALARM REPORTING SYSTEM TRANSMITTER,
MOTOROLA MODEL *C-1521BA OR APPROVED EQUAL.
20. THE CONTRACTOR SHALL PROVIDE TO THE DISTRICT ENGINEER MAINTENANCE 6 OPERATING
INSTRUCTIONS FOR ALL EQUIPMENT INSTALLED AS A PART OF THE SEWER LIFT STATION
INCLUDING ELECTRICAL 9 CONTROL COMPONENTS; TOGETHER WITH MANUFACTURER'S NAME,
ADDRESS, TELEPHONE NO. 6 SERVICE REPRESENTATIVE.
21. AS BUILTS TO INCLUDE ELECTRICAL 9 CONTROL DIAGRAMS.
22. PROVIDE EPDXY- COATING ON ALL EXPOSED METAL SURFACES. EXPOSED CONCRETE TO BE r
PROVIDED WITH PLASTIC LINER PLATE PER SPECIFICATIONS. -
'AS - 6UILT' 7 -19 -74 we ®.•r.
J.N. 5020 Dwg• No. CE -14
Pit N� 9191
bHLL I 1 OT 4