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LIST OF DRA WINGS
SHEET C-1 TITLE SHEET STORM DRAIN PUMP STA TION IMPR O VEMENTS A T
SHEET C-2 SITE PIAN CHESTER AVENUE UNDERPASS AND 32ND STREET
SHEET C-3 PUMP STATION SECTIONS &DETAILS
SHEET E-7 ELECTRICAL SITE PLAN
SHEET E-2 POWER DISTRIBUTION DIAGRAM
SHEET E-3 CONTROLLER &SERVICE CABINET ELcVA7/ONS O —�
H���
SHEET E-4 NOT USED SHEET E-5 PL INPUTS & OUTPU TS � I I I—��r�
CONTROL ELEVATIONS
BOTTOM OF CONCRETE DR YWELL ELEVATION= -J77.55
NOTE. ELEVATIONS OBTAINED FROM RECORD DRAWINGS FOR
CHESTER AVE. UNDERPASS DATED: SEPTEMBER 1, 1980.
CONVENTIONAL SYMBOLS
EA SEMEN T
-- RIGHT -OF -WA Y
CEN TERL INE
RAILROAD TRACKS
X CHAIN LINK FENCE
0
S.L.
MANHOLE
GUTTER
----------------
— EXIST. CURB &
EXIST. A.C. FLOWLINE
-
--z L/ - - -/// ---/ L= - EXIST. EDGE OF PA VEMEN T
GUARD RAIL
IMPRO VEMEN TS
UTILITY SYMBOLS
EXIST
WA TER LINE
EXIST
GAS LINE
EXIST.
AERIAL
LINES
LINE
EXIST
UNDERGROUND
TV CABLES
EXIST
OIL LINE
POWER POLE
EXISTING MONUMENT
FU TURE MONUMENT
STREET LIGHT
STREET LIGHT W/MAST ARM
CLEAN OUT
PLUG VAL VE
W.V.
N
G.M.
G.V.
N
113hr
(SS)
(SD)
(E)
(T)
CFO)
EXIST.
SEWER LINE
EXIST
STORM DRAIN
EXIST
UNDERGROUND
POWER
LINE
EXIST
UNDERGROUND
PHONE
LINE
EXIST
FIBER OPTIC LINE
PRE-EMPTION DEVICE
FIRE H YDRAN T
WATER METER
WATER VALVE
GA S METER
GAS VALVE
BENCHMARK
A U TO SCOPE
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STATE OF CALIFORNIA
NO TE.-
BAKE��� THE CON TRA C TOR MUST POSSESS THE FOLL O WING
-"� VALID LICENSES:
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c`�LIF �A NO TE.- -
THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
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Call before you dig.
LOCATION MAP_
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NOT TO SCALE APPROVAL RECOMMENDED BY:
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ASSISTANT PUBLIC WORKS DIRECTOR DATE
,F11)?V 'YOR',S' NOTA' z
PRIOR TO STARTING CONSTRUCTION OF THE PROJECT, THE
CONTRACTOR SHALL DILIGENTLY RESEARCH, LOCATE, IDENTIFY, CIVIL ENGINEER IV - DESIGN ENGINEERATE
D Q
REPLACE, AND PRESERVE ALL EXIST/NG SURVEY MARKERS,
BENCHMARKS, OR MONUMENTS, WHETHER VISIBLE OR BURIED WITHIN
THE PROJECT AREA; CONTRACTOR SHALL BE RESPONSIBLE FOR
FILING ALL NECESSARY DOCUMEN TA TION INCLUDING, BUT NOT LIMITED
TO RECORD OF SURVEY, CORNER SECTION, AND OTHER RECORDS TRAFFIC ENGINEERING DATE O
AS REQUIRED BY THE CORRESPONDING JURISDICTIONAL AGENCY(IES).
NO
SHEETCOVER.1
Job No.. 130127.06 STORM DRAIN PUMP STATION IMPROVEMENTS AT OF
File Path: L: \Projects \2013\ 130127\_ 130127.06 \A CAD \Improvements 8
File Name: C-1. dwg CHESTER A VENUE UNDERPA SS AND 32ND STREET SHEETS
0 1 2 3
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A
ELEVATION 408.10
O
ELEVATION 406.0 __ p
STEM GUIDES-M&H STYLE 35 MOUNTED
WITH %" 316 STAINLESS STEEL
CONCRETE ANCHORS RED HEAD
WW -5850 (TYP)
ELEVATION 379.75 _ _
5
--
ELEVATION 377.55 L
10"
1411
0
POSITION VALVE SQUARE NUT OPERATOR DIRECTLY BELOW DRYWELL
HOLE IN COVER DIRECTLY OVER VALVE SQUARE OPERATOR. WELD F
WITH HEAVY DUTY HINGE AND LOCKABLE HASP OVER
EX. SAFETY RAIL
NOTE:
1. ALL NUTS, AND BOLTS USED INSIDE OF WET WELL SHALL BE 316
STAINLESS STEEL.
�g NEW 3"0 DIP DISCHARGE PIPE (FLGxFLG)
FIELD VERIFY SIZE AND LENGTH
INSTALL 6"X6"X6" FLANGED TEE, 6" D.I. SPOOL AND 6" PLUG
VALVE-M&H STYLE 820 X -CENTRIC, UNDERGROUND ACTUATOR,
FLANGED ENDS AND EXTENDED STEM WITH 2" WRENCH NUT
REMOVE EX. S.D. PUMP AND CHECK VALVES AND INSTALL NEW
STORM DRAIN DRAINAGE PUMPS (2) WEMCO-HIDROSTAL 8"X6"
77] MODEL F6K-H 1500 GPM @ 35 FT. T.D.H.
NOTE: MODIFY EXISTING PIPING AS REQUIRED TO CONNECT PUMPS
3
4 8"
8
SEC71C3" A -A
SCALE: 1/2"=11-01)
EE X8 0
S ECT/ C7 N B -B
SCALE: 1/2"=l' -O"
TO SI
No
A
DIP
REVISIONS
No. DA TE DESCRIPTION
�3
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aLQ
o
EX. YO NORTH
ATO SDMH No. 1
- - --- -- -- - EX
CONSTRUCTION NOTES:
EX. LADDER
❑1 REMOVE EXISTING AIR RELIEF VALVE
�-
�
I
�-
❑2 EXISTING GALV. STEEL PUMP SUPPORT
•
(BASED ON 1982 RECORD DRAWINGS)
CONTRACTOR TO FIELD VERIFY PRIOR
TO ORDERING OR PREPARING SHOP DRAWINGS.
[3 NEW 90' ELBOW 8"0 DIP (FLGxPE)
NEW MEGALUG (OR APPROVED EQUAL) JOINT RESTRAINT SERIES 2100
5❑ NEW 90' ELBOW 6"0 DIP (FLGxFLG)
[6 NEW 6"0 DIP SPOOL -FIELD FIT (FLGxFLG)
P7 NEW 8" GATE VALVE
18 REMOVE EXIST. SUMP PUMP AND INSTALL NEW 1 H.P. SUMP
PUMP-GOULDS MODEL WS1032 BHF WITH FLOAT/STARTER.
NOTE: MODIFY EXISTING PIPING AS REQUIRED TO CONNECT SUMP PUMP.
�g NEW 3"0 DIP DISCHARGE PIPE (FLGxFLG)
FIELD VERIFY SIZE AND LENGTH
INSTALL 6"X6"X6" FLANGED TEE, 6" D.I. SPOOL AND 6" PLUG
VALVE-M&H STYLE 820 X -CENTRIC, UNDERGROUND ACTUATOR,
FLANGED ENDS AND EXTENDED STEM WITH 2" WRENCH NUT
REMOVE EX. S.D. PUMP AND CHECK VALVES AND INSTALL NEW
STORM DRAIN DRAINAGE PUMPS (2) WEMCO-HIDROSTAL 8"X6"
77] MODEL F6K-H 1500 GPM @ 35 FT. T.D.H.
NOTE: MODIFY EXISTING PIPING AS REQUIRED TO CONNECT PUMPS
3
4 8"
8
SEC71C3" A -A
SCALE: 1/2"=11-01)
EE X8 0
S ECT/ C7 N B -B
SCALE: 1/2"=l' -O"
TO SI
No
A
DIP
REVISIONS
No. DA TE DESCRIPTION
�3
l4(
aLQ
o
EX. YO NORTH
ATO SDMH No. 1
- - --- -- -- - EX
INSTALL T
VALVES -N
9
PUMP STAT/ON PLAN
SCALE: 1/2"=l' -O"
NTS
J
ULJ
TO CONTROL
—� PANEL
A
0
0
NORTH
o QROfESS/P.
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W m
m
5080 CALIFORNIA AVE. SUITE 220
BY. �� BAKERSFIELD, CA 93309
TEL: (661) 616-2600
616-5970
Quad Knopf WEBSITE: www.quadknopfcom
File Name.- C-2 Drawn: A V PUMP STATION AND SECTION DETAILS SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT dob No.: 130127.06 Engineer. IPW STORM D R A /N PUMP STATION IMPROVEMENTS AT � C 3
Date: Oct. 14, 2016 Checked By. CHESTER A VENUE UNDERPASS AND 32ND STREET ,
00
Q)
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U
7
0
Q.
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0
Z
0
Q
Q
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0
-
o I
_ PLUG VALVE
_V7
_ _ �`
_- —J
8-0— 0 FLOW
DIP �
i
EX. 8"0 FLOW
DIP
�-
�
I
�-
•
INSTALL T
VALVES -N
9
PUMP STAT/ON PLAN
SCALE: 1/2"=l' -O"
NTS
J
ULJ
TO CONTROL
—� PANEL
A
0
0
NORTH
o QROfESS/P.
��\
y
W m
m
5080 CALIFORNIA AVE. SUITE 220
BY. �� BAKERSFIELD, CA 93309
TEL: (661) 616-2600
616-5970
Quad Knopf WEBSITE: www.quadknopfcom
File Name.- C-2 Drawn: A V PUMP STATION AND SECTION DETAILS SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT dob No.: 130127.06 Engineer. IPW STORM D R A /N PUMP STATION IMPROVEMENTS AT � C 3
Date: Oct. 14, 2016 Checked By. CHESTER A VENUE UNDERPASS AND 32ND STREET ,
00
Q)
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U
7
0
Q.
W
Z
0
Z
0
Q
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0
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS, TRANSPORTATION, EQUIPMENT AND PERMITS.
2. CONTRACTOR SHALL PERFORM ALL WORK REQUIRED FOR COMPLETE INSTALLATION AND TESTING OF OPERATIONAL ELECTRICAL
SYSTEM.
3. THE INSTALLATION IS DEPENDENT ON SPECIFIC EQUIPMENT AND OPTIONS SELECTED BY THE CONTRACTOR AND CLIENT. THEREFOR,
MINOR DEVIATIONS FORM THE DESIGN MAY BE REQUIRED. THE DEVIATIONS WILL REQUIRE CLIENT APPROVAL.
4. MATERIALS, EQUIPMENT, AND INSTALLATION SHALL CONFORM TO NATIONAL ELECTRICAL CODE, LOCAL CODES AND REGULATIONS.
5. ELECTRICAL AND INSTRUMENTATION MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF UNDERWRITERS
LABORATORY (UL).
6. THE ELECTRICAL WORK SHALL BE COORDINATED WITH THE WORK OF ALL OTHER TRADES.
7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT CABLE AND WIRE, GROUNDING WIRE AND MATERIALS.
8. POWER CABLE SHALL BE 600 VOLT AND TYPE THWN. CONTROL AND INSTRUMENT WIRING SHALL BE AS CALLED FOR ON THE
DRAWING OR SPECIFIED BY SUPPLIER OF THE EQUIPMENT AND DEVICES.
9. UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40, INSTALLED NOT LESS THAN 24- BELOW FINISH GRADE. ABOVE GROUND
CONDUIT SHALL BE RIGID GALVANIZED STEEL CONDUIT.
10.
__, _ A 9-m/ -rr% r%RGYIBE ME)BIRGRON TO RIRNG SGABA 8.81-1,1 % REGEIYE SIGNAL FROM :HIIS %448GEIYER
Gv 7' 6:94616 AND GONTR966ER.
11. PUMP SUPPLIER SHALL PROVIDE THE CABLES FOR THE MOTOR OF THE PUMPS. THE CABLES SHALL BE INSTALLED WITHOUT ANY
SPLICE TO PUMP PANEL.
3 #1/0
& 1 #6, NEUTRAL
IN 1;" C.
M
I PUMPING PLANT
MAIN SWITCH
ZDI
z
SPLICE BOX
PG&E POLE
240 VOLT -30
GROUNDED SYSTEM
I
L _
3 #1, 1j"C
PUMP
PANEL
3 POLE
CIRCUIT BREAKER
G.E. Co. "TFK"
25,000 A.I.C.
2 #12, 1"C
RED WARNING LIGHT
LIGHT SERVICE SWITCH � NP. LUMINAIRES
2P40A CIRCUIT BREAKER W/PHOTO-ELECTRIC CELL
G.E. Co. "TFJ" 25000 A.I.C.
i
i
i
i
UNMETERED 240 VOLT
LIGHTING MAIN
l
POWER MAI
DISCON
DISTRIBUTION
200A
BLOCK
A > oT
B
C �—
X
GENER,
DISCON
200A,
1 E:n\./ WF-ATr D
PFR H2 PHASE FAIL
RELAY
H2A
S14
PFR PHASE FAIL RELAY
TO PLC
C14
A/3P M1
ICP SIZE 3
f-1-1 ❑/L
j r
0 25 PUMP No -1
O�
A/3P M2
ICP SIZE 3
-� ❑/L
0
o----�i
0 PUMP No.2
o
�/3P
ICP
— -� SUMP PUMP
1 H p
o-
�/ 1 P
PANEL HEATERS, FANS, AND LIGHTS
4/l P
o PUMP CONTROLS
�/ 1 P
0 PLC
�/ 1 P
0 GFCI RECEPTACLE
2 #8 A.W.G. I CIRCUIT N0.1-2 #8 A.W.G. 20A/1 PoSPARE
CONTROL SWITCHFUSEPANEL LI HTS HEATERS AND40
DUALDELEMENT I FAN WIRINN DIAGRAM
FUSETRON I
120 V. 10 TO IRRIGATION CONTROLLER
AUTOMATIC DIALER 1 P/20A C/B 2# 10A.W.G. IN 11"C PUMP POWER DISTRIBUTION DIAGRAM
IRRIG.
1 P/120A C/B CONTR. H 120 VOLT N
I I GFCI
SERVICE POWER DISTRIBUTION DIAGRAM
J
SERVICE CABINET TO BE
REPLACED WITH NEW
CABINET
- CONTROL PANEL
RECEPTACLE
vROFESS/a�
110144-, ! �y�
y n�
Holakouee & Associates, ine.
FARHAD HOLAKOUEE, P.E.
325 N. DAKHUSRT DRIVE, APT. #P2
BEVERLY HILLS, CA 90210
w..1
5080 CALIFORNIA AVE SUITE 220
BY: BAKERSFIELD, CA 93309
TEL: (661) 616-2600
Quad Kno f FAX. (661) 616-5970
p WEBSITE: www.quadknopfcom
File Name.- E-2 Drawn: A V POWER DISTRIBUTION DIAGRAM SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 130127.06 Engineer: FH STORM D R A /N PUMP STATION IMPROVEMENTS AT E-2
Date: Oct. 14, 2016 Checked By CHESTER A VENUE UNDERPASS AND 32ND STREET q� �'lip
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EX. FOUNDATION
a
4
a�
EX. ENCLOSURE AND CONTROL PANELS
PROTECT IN PLACE
4"x4"
NAMEPLATE WHITE ON RED
LOCATED ON
OUTER DOOR
HIGH
VOLTAGE
INSIDE
200 AMP GENERATOF
RECEPTACLE
#4®16"
48.00" z
1 N a'
PANEL SIDE VIEW
NTS NEW CONCRETE APRON
#4®16"
MIN. 12" EMBEDMENT INTO
EX. CONCRETE.
EPDXY INTO HOLE 3" MIN.
COVER SIDES AND BOTTOM.
VENT FAN
INNER DEADFRONT DOOR
2.00" , L�
9
.11►K;5�::
1 1►rl
• 1:
•
QTY
TYPE
MIME
• '�
0
00
�00
00 FM
00000 00000
V U
7 9
0®� 6I8I10 �
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14
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A B�
0
DISCONNECT
ISR -A
GENERATOR
SIZE SIZE
PLATE
3 3
HH0H00
O"
PUMP No.1
3
1
PLATE
®HEATER
DISCONNECT
INNER DEADFRONT DOOR
2.00" , L�
9
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•
QTY
TYPE
MIME
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MAIN
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PANEL BASE PLAN
ENCLOSURE CONSTRUCTION NOTES
1. CONTRACTOR SHALL PROTECT EXISTING ENCLOSURE AND ALL ELECTRICAL FROM
DAMAGE.
2. NEW CONCRETE PAD APRON SHALL BE TROWELED, FOLLOWED WITH BROOM FINISH
AND SHALL SLOPE @1% AWAY FROM ENCLOSURE.
3. SEE SECTION 7-1.14 CONCRETE STRUCTURES OF THE SPECIAL PROVISIONS AND
SECTION 90 OF THE STANDARD SPECIFICATIONS FOR CONCRETE CURING
INSTRUCTIONS.
NAMEPLATE
SCHEDULE
TAG
QTY
TYPE
INSCRIPTION
MAIN
1
1
PLATE
DISCONNECT
GENERATOR
1
PLATE
DISCONNECT
PUMP No.1
3
1
PLATE
DISCONNECT
PUMP No.
4
1
PLATE
DISCONN T
SUMP P MP
5
1
PLATE
DISCON ECT
PANELTERS,
6
PLATE
FANS Al LIGHTS
PUMP ONTROLS
7
1
PLATE
PLC
8
1
LATE
GF RECEPTACLE
9
1
PTE
N
/
SPARE
10
1
PLA
PUMP No.1
11
1
RING
OVERTEM P
PUMP No.1
12
1
RING
RUNNING
PUMP No.1
13
1
RING
ND OFF AUTO
PUMP No.2
14
1
RIN
OVERTEMP
P No.2
15
1
NG
VMNINING
P MP No.2
16
1
RING
HAND OFF AUTO
A RM
171
RING
SILENCE/A KNOWLEDGE
HIGH LEVEL
1
PLATE
ALARM
LOW LEVEL
B
1
PLATE
ALARM
BLANK
C
1
PLATE
BLANK
D
1
PLATE
TYPE S (MODIFIE
PER STATE OF C
ES -4A (SHOWN Wil
SIZE OF CABINET
MIP\IIMUM DEPTI
PG&E REQUI
WINDOW IN DOOR
DOORS SHALL
SERVICE ENCLOSURE ARRANGEMENT
EXISTING
(FOR LOCATION, SEE SHEET E-1)
NOTE: ONLY SERVICE CABINET ENCLOSURE SHALL BE
REPLACED. ALL EXISTING DEVICES, EQUIPMENT
AND BACK PANEL SHALL REMAIN AS IS.
L/\IJI II VV 1 vv1�JATION (TO REMAIN)
Bommuee & Associates, inc.
FARHAD Houmoum, P.E.
325 N. OAKHUSRT DRIVE, APT. #P2
BEVERLY HILLS, CA 90210
5080 CALIFORNIA AVE. SUITE 220
BY. '� BAKERSFIELD, CA 93309
TEL: (661) 616-2600
16-5970
Quad Knopf WEBSITE. -6
www.q adknopfcom
File Name -E-3 Drawn: A V CONTROLLER AND SERVICE CABINET ELEVATIONS SHEET N0.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 130127.06 Engineer: FH STORM D R A /N PUMP STATION IMPROVEMENTS AT E_3
Date: Oct. 14, 2016 Checked By CHESTER A VENUE UNDERPASS AND 32ND STREET U
O
W-6-4,
H2
120 VAC
CR1
T PFR
K1AI 10 9
i CR4 I
11
CR1
H2A
K2A
CR4( HS -1
HAND OFF AUTO
JUMPER IF NOT USED
4A:� 19
CR2
JUMPER iF NOT USED
H2A :MOT
22
PUMP #1 CALL 19
H2B CFO
DO
22
S2 �--o o—� C2 IN AUTO
TO LC 150
HS -2
HAND OFF AUTO
PUMP #2 CALL
DO 23
26 TD1
y IN AUTO
S5 C5 TO LC 150
S1
mi PUMP No.1
Cl RUNNING TO LC 150
CR3
CR2
r`R'K
CR
TD
1
CR
2
13
R
H 2A <--0
/PTT \
3
15 CR
R
H 2A <--:0 PTT \
CR _
4
21
0
M1
ETM
20
� G
H2B /PTT 2``5
0
�� h
IVI2 /""-per-J
-- ETM
24
G
H2B E—O �PTT�
S4
M2 PUMP No.2
C4 RUNNING TO LC 150
CITY OF BAKERSFIELD, CALIFORNIA
N2
- HIGH LEVEL
ALARM
- PUMP No.2
CALL DELAY
- PUMP No.1
OVERTEMP RELAY
- PUMP No.2
OVERTEMP RELAY
mi
LOW LEVEL
ALARM
- PUMP
No.1
START
18 AMP HOUR GEL BATTERY
800mA CHARGER
- PUMP
No.1
ETM
40 AMP HOUR GEL BATTERY
1200mA CHARGER
- PUMP
No.1
RUNNING
- PUMP
No.2
START
- PUMP
No.2
ETM
(4.8
- PUMP
No.2
RUNNING
H2A N2
POWER DISTRIBUTION WIRING DIAGRAM
AND CONTROLS
File Nam e.- E-4 Drawn: A V
PUBLIC WORKS DEPARTMENT Job No.: 130127.06 Engineer: FH
Date: Oct. 14, 2016 Checked By -
FN
H4A
H4 N4
GFI SW
H2A 10
N 4A
H2A 18
J2-7 10 J1-4 1 7 2 6 3 12 9 1510 14 13
K1 A K2A K3A K4A
72-144 PR BE 1 PROBE 2 PROBE 3 PROBE 4 COM
1.\/, 2.\/, 3.\,/, 4.\/. 9.\/.
ISR -A
IPlAl IClAIP2A C1A P3AI IClAI IP4AIC1
HIGH LEVEL
LOW LEVEL
INTRINSICALLY SAFE RELAY BOARD (ISR -A)
EARTH
GROUND
THE HIGH AND LOW LEVEL FLOAT SWITCHES SHALL BE MJK
7030 MERCURY FREE FLOAT SWITCH (#LSH 1-202810) WITH
FLOAT BRACKET AND JUNCTION BOX. CONTRACTOR SHALL
PROVIDE AND INSTALL THE CABLES FOR CONNECTION OF
THE FLOAT SWITCHES TO PUMP PANEL; 50 -FT MIN.
POWER EQUIPMENT
BACKPAN SUPPLY GROUND
GROUND CHASSIS
HEAD
BINDING
BUS GROUND
H
HEAD
�0(s)&G&0B&(s)Be0
O
STAR WASHER
LANDING LUG
EARTH
GROUND
EQUIPMENT GROUNDING DETAIL
(NOT TO SCALE)
POWER SUPPLY
RATING
18 AMP HOUR GEL BATTERY
800mA CHARGER
VDC, 3.4 AMP
25 AMP HOUR GEL BATTERY
1200mA CHARGER
0
40 AMP HOUR GEL BATTERY
1200mA CHARGER
'12
AUXILLARY POWER
(1.4
A)
12 VDC, 6.8 AMP
0
AUXILLARY POWER
(4.8
A)
12 VDC, 10.2 AMP
0
AUXILLARY POWER
(8.2
A)
VESS
'D ,4
L N0. E13312
��9TF aF�CA�E�/
Holakouee & Associates, Inc.
FARHAD HQLJkKOUEE, P.E.
325 N. OAKHUSRT DRIVE, APT. #P2
BEVERLY HILLS, CA 90210
OFFICE 1
° 5080 CALIFORNIA AVE. SUITE 220
BY. BAKERSFIELD, CA 93309
TEL: (661) 616-2600
Quad Knopf FAX: (661) 616-5970
WEBSITE: www.quadknopfcom
CONTROL WIRING DIAGRAM SHEET NO.
STORM DRAIN PUMP STATION IMPROVEMENTS AT l r�
CHESTER A VENUE UNDERPASS AND 32ND STREET
a• I I E-4
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BATTERY & CHARGER CAPACITY
18 AMP HOUR GEL BATTERY
800mA CHARGER
0
25 AMP HOUR GEL BATTERY
1200mA CHARGER
0
40 AMP HOUR GEL BATTERY
1200mA CHARGER
VESS
'D ,4
L N0. E13312
��9TF aF�CA�E�/
Holakouee & Associates, Inc.
FARHAD HQLJkKOUEE, P.E.
325 N. OAKHUSRT DRIVE, APT. #P2
BEVERLY HILLS, CA 90210
OFFICE 1
° 5080 CALIFORNIA AVE. SUITE 220
BY. BAKERSFIELD, CA 93309
TEL: (661) 616-2600
Quad Knopf FAX: (661) 616-5970
WEBSITE: www.quadknopfcom
CONTROL WIRING DIAGRAM SHEET NO.
STORM DRAIN PUMP STATION IMPROVEMENTS AT l r�
CHESTER A VENUE UNDERPASS AND 32ND STREET
a• I I E-4
rt o