AttachmentN_CI5585_MSC_GeneratorReplacementDesign.pdf

CITY OF THOUSAND OAKS DWG. _________

CITY OF THOUSAND OAKSCITY OF THOUSAND OAKS

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

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No. E19688

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100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

SHEET INDEX

SHT. NO. DESCRIPTION

NOTICE TO CONTRACTOR:

NOTICE TO CONTRACTOR:

CONTRACTOR SHALL POSSES A VALID CLASS "A" GENERAL ENGINEERING LICENSE

LESS THAN TWO DAYS NOR MORE THAN SEVEN DAYS PRIOR TO CONSTRUCTION.

UNDERGROUND ALERT FOR LOCATION OF EXISTING UNDERGROUND UTILITIES NO

IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CALL THE USA

TO EXISTING UTILITIES DURING CONSTRUCTION

THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY DAMAGE DONE

VICINITY MAP

NO SCALE

PUBLIC WORKS DEPARTMENT

101 FREEW

AY

FR

EEW

A Y

F R

E E

W A

Y

R D

RD.

R D

W

ES

TL

AK

E

RD.

OAKS

OLS

EN

RD.

E R

B E S

M O

O R

P A

R K

BLVD.

LYNN

RD.

LYN

N

HILLCREST

DR.

HILLCREST

D R

THOUSAND

BLVD.

BORCHARD

RD.

R

AN

C H

O

C O

N E J

O B

L V

D

KANAN

R D

J A

N S S

ARBOLES

AVENIDA

DE

LOS

R E

IN

O

R D

W E

N D

Y D

R

POTRERO

RD.

CITY COUNCIL

CITY ENGINEER

PUBLIC WORKS DIRECTOR

MIKE TAYLOR

CITY MANAGER

ANDREW P. POWERS

PROJECT

SITE

AL ADAM

C. TIE GUTIERREZ

BOB ENGLER

DAVID NEWMAN, MAYOR

TITLE SHEET

GENERAL NOTES

CONDUIT PLAN

PROJECT SITE

PUBLIC UTILITIES WITHIN CITY OF THOUSAND OAKS

WATER:

WASTEWATER:

TELEPHONE:

GAS:

CABLE TV:

FIBER:

ELECTRICITY:

NADER HEYDARI

TED GERBER

NO SCALE

SITE MAP

805- 432-5750

EMANUAL BARAJAS

NEWBURY PARK, CA 91320

2439 W HILLCREST DRIVE

CALIFORNIA AMERICAN WATER

805-449-5033

PATRICK McCULLOCH

THOUSAND OAKS, CA 91362

2100 EAST THOUSAND OAKS BOULEVARD

CITY OF THOUSAND OAKS

805-445-9116

CAMARILLO, CA 93012

201 FLYNN ROAD

JASON EISEL

FRONTIER

213-231-5629

BEN PENA

SIMI VALLEY, CA 93065

977 CHAMBERS LANE

SOUTHERN CALIFORNIA GAS COMPANY

805-494-7013

BOB MIGLIORE

THOUSAND OAKS, CA 91361

3589 FOOTHILL DRIVE

SOUTHERN CALIFORNIA EDISON COMPANY

800-654-3110

FIBER DIG

CANONSBURG, PA 15317

1500 CORPORATE DRIVE

CROWN CASTLE FIBER

805-626-8231

ERIC PINGREE

VENTURA, CA 93003

2525 KNOLL DRIVE

SPECTRUM

EXISTING SITE PLAN - DEMOLITION

NEW SITE PLAN7

NATURAL GAS PIPING PLAN10

FOUNDATION DETAILS11

EXISTING AERIAL - DEMOLITION

SINGLE LINE DIAGRAM - DEMOLITION

SINGLE LINE DIAGRAM - NEW

MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

1993 RANCHO CONEJO BLVD

ELEVATIONS & DETAILS

CI 5585

SPECIFICATION NO. 2025/2026 - 01

SHEET 1 OF 11

TITLE SHEET

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

T E

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100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

PROJECT AREA PROJECT DESCRIPTION

GENERAL NOTES

GENERAL

MATERIALS AND EQUIPMENT

CONDUIT TRENCHING

AREA

PROJECT

PROPERTY INFORMATION

APPLICABLE CODES AND STANDARDS

THOUSAND OAKS, CA 91320

1993 RANCHO CONEJO BLVD.ADDRESS:

AREA

PROJECT

ORDERING ANY MATERIALS OR EQUIPMENT.

CONTRACTOR SHALL PROVIDE SUBMITTALS BEFORE 3.

OCCUPATIONAL SAFETY HEALTH ADMINISTRATION (OSHA).

LABORATORY (NRTL) ACCREDITED BY THE UNITED STATES

OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING

ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, 2.

OTHERWISE NOTED.

AND FURNISHED AND INSTALLED BY CONTRACTOR UNLESS

ALL WORK/MATERIALS SHOWN ON PLANS SHALL BE NEW 1.

CONTRACTOR SHALL MAINTAIN A CLEAN WORKSITE.8.

CONSTRUCTION.

STRUCTURES DAMAGED BY THE CONTRACTOR DURING

CONTRACTOR’S EXPENSE, ANY EQUIPMENT OR

CONTRACTOR SHALL REPAIR AND/OR REPLACE, AT 7.

JURISDICTION FOR ANY INSPECTIONS.

CONTRACTOR SHALL NOTIFY AUTHORITY HAVING 6.

ORDINANCES, AND REQUIREMENTS.

COMPLETED IN ACCORDANCE WITH APPLICABLE CODES,

CONTRACTOR SHALL ENSURE THAT ALL WORK IS 5.

PERMIT HAS BEEN ISSUED.

NOT AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A

APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES 4.

IMPROVEMENTS.

PRIOR TO CONSTRUCTION OF THE PROPOSED

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS 3.

FOR THE FITTING OF ALL EQUIPMENT AND MATERIALS.

CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY

AND VERIFY ALL DIMENSIONS, SIZES, AND REQUIRED

APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK

ALL EQUIPMENT LOCATIONS ON DRAWINGS ARE 2.

REGULATIONS AND/OR BUILDING CODES.

CONTRACTOR FROM COMPLYING WITH THE LAWS,

AND/OR DESIGN INFORMATION THAT PREVENTS

THE DRAWINGS, SPECIFICATIONS, AND FIELD CONDITIONS;

ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN

CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND 1.

DAMAGING ANY UTILITY LINE.

INSTALLATION OF THE ELECTRICAL EQUIPMENT TO AVOID

HAND DIG ALL UTILITIES IN CLOSE PROXIMITY TO THE 6.

NATIVE BACKFILL OR 2-SACK SLURRY.

BACKFILL WITH 95% MINIMUM RELATIVE COMPACTED 5.

CONDUIT.

INSTALL METALLIC WARNING TAPE MINIMUM 12” ABOVE 4.

INSTALLATIONS AND RATED FOR 90°C CONDUCTORS.

UNLESS OTHERWISE NOTED, LISTED FOR UNDERGROUND

UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40, 3.

CONDUIT BURIAL DEPTH SHALL BE 24”.

REQUIREMENTS PURSUANT TO CEC 300.5. MINIMUM

TRENCHING SHALL COMPLY WITH MINIMUM COVER 2.

ANY EXCAVATION.

ALERT (USA) TWO (2) WORKING DAYS PRIOR TO BEGINNING

CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE 1.

DISTRIBUTION AND BRANCH CIRCUITRY SYSTEM.

SHALL NOT EXCEED 5% WITHIN THE ENTIRE ELECTRICAL

BUILDING CODE. THE MAXIMUM FEEDER VOLTAGE DROP

VOLTAGE DROP SHALL COMPLY WITH 2022 CEC AND LOCAL 6.

UNLESS OTHERWISE NOTED.

ALL CABLES SHALL BE THHN/THWN-2 OR XHHW-2 90°C, 5.

UNLESS OTHERWISE NOTED.

BASED ON THHN/THWN-2 AND XHHW-2 COPPER CABLES,

ALL CONDUIT SIZES AND CONDUCTOR AMPACITIES ARE 4.

ALL NEW STUB CONDUITS SHALL HAVE BUSHING ON END.3.

CABLES.

NECESSARY TO FACILITATE PULLING AND INSTALLATION OF

INSTALL CONDULETS AND INTERMEDIATE PULLBOXES AS 2.

NOT SUBJECT TO PHYSICAL DAMAGE.

EMT CONDUITS ALLOWED FOR ALL OTHER EXPOSED AREAS

AREAS SUBJECT TO PHYSICAL DAMAGE, SHALL BE GRC.

EXPOSED CONDUITS ALONG FLOOR SURFACE, OR ANY 1.

INSTALL SPARE CONDUTIS FROM (N) SWITCHBOARD 'MSA' FOR FUTURE BESS.9.

INSTALL NEW CABLES FROM (N) GENERATOR TO (E) ATS.8.

INSTALL NEW CABLES FROM (N) GENERATOR TO (N) SWITCHBOARD 'MSA'.7.

INTERCEPT (E) CONDUITS TO (E) SWITCHBOARD 'MSB' AND ROUTE TO (N) SWITCHBOARD 'MSA'.6.

COORDINATE WITH SCE AND INTERCEPT (E) SERVICE CONDUITS. INSTALL NEW CONDUITS AND CABLES TO (N) SERVICE SWITCHBOARD 'MSA'.5.

INTERCEPT EXISTING CONDUITS FROM (E) SCE TRANSFORMER AND INSTALL FEEDER FROM (N) SWITCHBOARD 'MSA' TO (E) SWITCHBOARD 'MSB'.4.

PROCURE AND INSTALL (N) 120/208V 1600A SERVICE SWITCHBOARD 'MSA' AND ASSOCIATED FOUNDATION, CONDUITS, AND CABLES.3.

COORDINATE WITH SOCALGAS AND REPLACE GAS REGULATOR AND METER, AS NEEDED, PER SOCALGAS REQUIREMENTS.2.

PROCURE AND INSTALL (N) 120KW NATURAL GAS GENERATOR AND ASSOCIATED FOUNDATION, GAS PIPING, CONDUITS, AND CABLES.1.

INSTALL:

REMOVE EXISTING CURB ALONG NORTH.2.

REMOVE (E) 60KW NATURAL GAS GENERATOR AND ASSOCIATED FOUNDATION, GAS PIPING, AND CABLES.1.

REMOVE:

REPLACE EXISTING 60KW NATURAL GAS GENERATOR WITH NEW 120KW NATURAL GAS GENERATOR; AND INSTALL NEW 120/208V SERVICE SWITCHBOARD.

SOUTH COAST AQMD RULE 1110.2

NFPA 37

2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)

2022 CALIFORNIA ENERGY CODE

2022 CALIFORNIA PLUMBING CODE

2022 CALIFORNIA FIRE CODE

2022 CALIFORNIA ELECTRICAL CODE (CEC)

2022 CALIFORNIA BUILDING CODE (CBC)

2022 CALIFORNIA ADMINISTRATIVE CODE

SHEET 2 OF 11

GENERAL NOTES

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

T E

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No. E19688

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100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

G N

SWBD 'MSB', 1600A, 120/208V, 3PH-4W, 65KAIC

16KV

SCE UTILITY SERVICE

M

G

120/208V, 3PH 4W

60KW

NATURAL GAS

BACKUP GENERATOR

PNL 'E'

A

A

600A

3PH-4W

480Y/277V

600A

'DPV-1'

50KW

'INV-1'

50KW

'INV-2'

50KW

'INV-3'

50KW

'INV-4'

50KW

'INV-5'

33KW

'INV-6'

359.1KW-DC, 855 MODULES

MISSION SOLAR, MSE-420-SX6W (420W)

283KW-AC, 480VAC, 1000VDC

SMA SUNNY TRIPOWER CORE1

480Y/277V, 3PH-4W

208V 3PH-3W

500KVA

'XFMR-1'

1600AS/1400AF

208VAC

'ADC-1'

SOLAR PV CARPORT

ATS

CABLES TO ATS.

REMOVE AND REPLACE EXISTING GENERATOR 2.

'MSA'.

INTERCEPT CONDUITS FOR NEW SWITCHBOARD

TRANSFORMER AND SWITCHBOARD 'MSB'.

REMOVE EXISTING CABLES BETWEEN SCE 1.

CONDUITS & CABLES

REPLACE POWER AND CONTROL CABLES.-

REUSE ATS WITH NEW GENERATOR.-

(E) AUTOMATIC TRANSFER SWITCH, CUMMINS3.

#259000-081080.

SCE TO REMOVE EXISTING METER -

REMOVE NEUTRAL-GROUND BONDING JUMPER.-

(E) SWITCHBOARD 'MSB'.2.

ASSOCIATED CABLES & WIRING.

REMOVE EXISTING GENERATOR AND -

(E) STANDBY GENERATOR, NATURAL GAS, 60KW1.

EQUIPMENT

16KV-120/208V

XFMR

SCE

SHEET 3 OF 11

SINGLE LINE DIAGRAM - DEMOLITION

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

T E

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100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

16KV

SCE UTILITY SERVICE

G N

A

SWBD 'MSB', 1600A, 120/208V, 3PH-4W, 65KAIC

G

M

G N

SPD

SWBD 'MSA', 1600A, 120/208V, 3PH-4W, 65KAIC

UGPS MTR & MAIN DISTRIBUTION

A

FUTURE BESS

[F U

T

480V

500KWH

[FUT] BESS

480-120/208V

[FUT] 'XFMR-B'1800 CFH

120/208V, 3PH 4W

120KW/150KVA

NATURAL GAS

STANDBY GENERATOR

PNL 'E'

600A

3PH-4W

480Y/277V

600A

'DPV-1'

50KW

'INV-1'

50KW

'INV-2'

50KW

'INV-3'

50KW

'INV-4'

50KW

'INV-5'

33KW

'INV-6'

359.1KW-DC, 855 MODULES

MISSION SOLAR, MSE-420-SX6W (420W)

283KW-AC, 480VAC, 1000VDC

SMA SUNNY TRIPOWER CORE1

480Y/277V, 3PH-4W

208V 3PH-3W

500KVA

'XFMR-1'

1600AS/1400AF

208VAC

'ADC-1'

A

SOLAR PV CARPORT

CLOSE

REMOTE

1600A

CONT.

GEN

CONT.

MG

CONT.

MG

A

A

ATS

A

ONLY BE AT NEW SWBD 'MSA'.

NEUTRAL-GROUND BONDING JUMPER SHALL -

NEC REQUIREMENTS.

INSTALL TWO (2) GROUNDING ELECTRODES PER -

GROUNDING SYSTEM.4.

REPLACE POWER AND CONTROL CABLES.-

REUSE ATS WITH NEW GENERATOR.-

(E) AUTOMATIC TRANSFER SWITCH, CUMMINS3.

REQUIREMENTS.

CLOSED-TRANSITION AND ISLANDING

COORDINATE WITH SCE FOR -

ENERGY REDUCTION MAINTENANCE SWITCH-

SHUNT TRIP CIRCUIT BREAKERS FOR SWBD 'MSB'-

REMOTE CLOSE/OPEN MAIN CIRCUIT BREAKER-

1600A, 120/208V, 3PH-4W, 65KAIC

SWITCHBOARD 'MSA'2.

LOAD SHARING-

SYNCHRONIZING-

MOTORIZED CIRCUIT BREAKER-

PARALLELING CONTROLS-

SEISMIC BRACING-

WEATHER PROTECTED ENCLOSURE-

0.8PF, 120/208V, 3PH-4W, 1800CFH

STANDBY GENERATOR, NATURAL GAS, 120KW, 1.

EQUIPMENT

S H

U N

T T

R

IP

A

S P

A C

E

INTERCEPT EXISTING CONDUITS.

(3) 4"C: SPARE

(3) 4"C: 4#400 + 1#2/0 GND7.

(1) 1": ATS CONTROLS

(1) 2": 4#2/0 + 1#4GND 6.

(4) 4"C: FUTURE BESS. CAP BELOW GROUND.5.

(1) 1"C: CONTROLS & COMMS4.

(2) 1"C: AUX POWER3.

(2) 4"C: 4#300 + 1#1 GND2.

(6) 4"C: PER SCE1.

CONDUITS & CABLES

16KV-120/208V

XFMR

SCE

200A

120/208V

PNLBD

SHEET 4 OF 11

SINGLE LINE DIAGRAM - NEW

D

IS

T M

A

IN

M E

T E

R

U G

P S

P N

L E

EX. CONDUITS TO SCE

EX. (6) 4"C TO SWBD 'MSB'

EX. 2" NAT GAS PIPE

EX. 1" NAT GAS PIPE

EX. 2"C TO ATS

GAS SEWER

SEWER

SEWER

WATER

COMM

AIRCOMM

COMM

COMM

EX. STRIPING

EX. GUTTER

SCALE: 1/4" = 1'

5 10

LIGHTING

ELECTRICAL

LIGHTING

LIGHTING

ELECTRICAL

ELECTRICAL

ELECTRICAL

A T S

9'-0"19'-0"

(E) BOLLARDS

ELECTRICAL CONDUITS. REFER TO NEW SITE PLAN.

NORTH. PROTECT IN PLACE EXISTING GAS PIPE AND

PAVEMENT. CURB ISLAND WILL BE EXTENDED 9FT

REMOVE NORTH CURB, BOLLARDS AND ACC 5.

SEE NEW CONDUIT PLAN.

CONDUIT WILL BE INTERCEPTED BY (N) SWBD 'MSA'.

REMOVE PORTION OF CONDUIT TO TRANSFORMER. 4.

TO AUTOMATIC TRANSFER SWITCH.

REMOVE AND REPLACE CABLES FROM GENERATOR 3.

THROAT STABILIZER

1.5" NPT PORT, 5"-9" WC, 3/4" ORIFICE,

BELGAS REGULATOR #P202S-14-009-0-B-4-D-0-

PSIG, 1200 kPa

#053141-001, 1500 CFH MAX, 42.5 m/h MAX, 175

DRESSER ROOTS GAS METER #15C175, B/M

GAS METER #16183365-

REMOVE GAS METER, REGULATOR AND PIPING.2.

CUMMINS ONAN #60ENA

PULLBOX SHALL BE PROTECTED IN PLACE.

ELECTRICAL CONDUIT AND WIRING. ADJACENT

GENERATOR, CONCRETE FOUNDATION, GAS PIPING,

REMOVE 60KW/75KVA, 120/208V NATURAL GAS 1.

NOTES:

CITY OF THOUSAND OAKS DWG. _________

CITY OF THOUSAND OAKSCITY OF THOUSAND OAKS

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

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No. E19688

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100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

SHEET 5 OF 11

EXISTING SITE PLAN - DEMOLITION

D

IS

T M

A

IN

M E

T E

R

U G

P S

P N

L E

EX. CONDUITS TO SCE

EX. (6) 4"C TO SWBD 'MSB'

EX. 2" NAT GAS PIPE

EX. 1" NAT GAS PIPE

EX. 2"C TO ATS

GAS SEWER

SEWER

SEWER

WATER

COMM

AIRCOMM

COMM

COMM

EX. STRIPING

EX. GUTTER

SCALE: 1/4" = 1'

5 10

LIGHTING

ELECTRICAL

LIGHTING

LIGHTING

ELECTRICAL

ELECTRICAL

ELECTRICAL

A T S

9'-0"19'-0"

(E) BOLLARDS

ELECTRICAL CONDUITS. REFER TO NEW SITE PLAN.

NORTH. PROTECT IN PLACE EXISTING GAS PIPE AND

PAVEMENT. CURB ISLAND WILL BE EXTENDED 9FT

REMOVE NORTH CURB, BOLLARDS AND ACC 5.

SEE NEW CONDUIT PLAN.

CONDUIT WILL BE INTERCEPTED BY (N) SWBD 'MSA'.

REMOVE PORTION OF CONDUIT TO TRANSFORMER. 4.

TO AUTOMATIC TRANSFER SWITCH.

REMOVE AND REPLACE CABLES FROM GENERATOR 3.

THROAT STABILIZER

1.5" NPT PORT, 5"-9" WC, 3/4" ORIFICE,

BELGAS REGULATOR #P202S-14-009-0-B-4-D-0-

PSIG, 1200 kPa

#053141-001, 1500 CFH MAX, 42.5 m/h MAX, 175

DRESSER ROOTS GAS METER #15C175, B/M

GAS METER #16183365-

REMOVE GAS METER, REGULATOR AND PIPING.2.

CUMMINS ONAN #60ENA

PULLBOX SHALL BE PROTECTED IN PLACE.

ELECTRICAL CONDUIT AND WIRING. ADJACENT

GENERATOR, CONCRETE FOUNDATION, GAS PIPING,

REMOVE 60KW/75KVA, 120/208V NATURAL GAS 1.

NOTES:

CITY OF THOUSAND OAKS DWG. _________

CITY OF THOUSAND OAKSCITY OF THOUSAND OAKS

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

T E

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100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

SHEET 6 OF 11

EXISTING AERIAL - DEMOLITION

LOCATION

BESS

[FUT]

SCALE: 1/4" = 1'

5 10

U G

P S

M A

IN

M E

T E

R D

IS

T D

IS

T

A T S

28'-0"

TYP.

D

IS

T M

A

IN

M E

T E

R

U G

P S

P N

L E

BACKFILL AREA WITH COMPACTED SOIL.-

PLANTER CURB DETAIL. SEE SHEET 9 DETAIL 3.

REFER TO CITY STANDARD PLATE NO. 8-2 FOR -

MATCH EXISTING CURB.-

CURBED ISLAND. EXTEND NORTH 9-FT.6.

MATCHING BOLLARD COVERS.

AND MATCH EXISTING SPACING. INSTALL

6" BOLLARDS. LOCATE BOLLARDS AS REQUIRED 5.

REPLACE POWER AND CONTROL CABLES.-

REUSE ATS WITH NEW GENERATOR.-

(E) AUTOMATIC TRANSFER SWITCH, CUMMINS4.

CLEARANCES TO ADJACENT EQUIPMENT.

REQUIRED ELECTRICAL AND WORKING

VALVE, AND PIPING AS NECESSARY TO PROVIDE

MECHANICAL DRAWINGS. RELOCATE GAS METER,

INSTALL NEW GAS METER, VALVE, AND PIPING. SEE 3.

LOAD SHARING-

SYNCHRONIZING-

MOTORIZED CIRCUIT BREAKER-

PARALLELING CONTROLS-

SEISMIC BRACING-

WEATHER PROTECTED ENCLOSURE-

0.8PF, 120/208V, 3PH-4W, 1800CFH

STANDBY GENERATOR, NATURAL GAS, 120KW, 2.

LSIG-

ENERGY REDUCTION MAINTENANCE SWITCH-

ELECTRICALLY OPERATED CIRCUIT BREAKERS-

1600A, 120/208V, 3PH-4W, 65KAIC

SWITCHBOARD 'MSA'1.

EQUIPMENT

CITY OF THOUSAND OAKS DWG. _________

CITY OF THOUSAND OAKSCITY OF THOUSAND OAKS

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

T E

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No. E19688

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100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

SHEET 7 OF 11

NEW SITE PLAN

(6) 4"C

2" NAT GAS

P N

L E

U G

P S

M A

IN

M E

T E

R

D

IS

T

EX. CONDUITS TO SCE

1"C CONTROLS

(2) 1"C AUX PWR

(2) 4"C PWR

(2) 1"C

(4) 4"C

GAS SEWER

SEWER

SEWER

WATER

COMM

AIRCOMM

COMM

COMM

SCALE: 1/4" = 1'

5 10

U G

P S

M A

IN

M E

T E

R D

IS

T D

IS

T

LIGHTING

LIGHTING

LIGHTING

ELECTRICAL

EX. STRIPING

EX. GUTTER

EX. 1" NAT GAS PIPE

EX. (6) 4"C TO SWBD 'MSB'

EX. 2"C TO ATS

ELECTRICAL

ELECTRICAL

ELECTRICAL

A T S

(E) BOLLARDS

LOCATION

BESS

[FUT]

1"C CTL

2"C PWR

(6) 4"C

COMMUNICATIONS.

480V POWER, 120V AUX, CONTROLS &

CONDUITS FOR FUTURE BESS.4.

ROOM.

PNL 'E' VIA (E) 2"C FROM PULLBOX TO ELECTRICAL

PULLBOX. CONDUIT WILL BE UTILIZED TO FEED (E)

INSTALL (N) 2"C FROM (N) GENERATOR TO (E) 3.

SWBD 'MSA' WILL FEED (E) SWBD 'MSB'.

INTERCEPT CONDUITS FROM (E) SWBD 'MSB'. (N) 2.

ROUTING.

WITH SCE FOR CONDUIT REQUIREMENTS AND

TRANSFORMER TO (N) SWBD 'MSA'. COORDINATE

INTERCENT CONDUITS FROM UTILITY 1.

NOTES:

CITY OF THOUSAND OAKS DWG. _________

CITY OF THOUSAND OAKSCITY OF THOUSAND OAKS

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

T E

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No. E19688

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100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

SHEET 8 OF 11

CONDUIT PLAN

120 KW

GENERATOR

NAT GAS

1 2ELEVATION (VIEW NORTH)ELEVATION (VIEW WEST)

120 KW

GENERATOR

NAT GAS

SCALE: 1/4" = 1' SCALE: 1/4" = 1'

XFMR

SCESWBD 'MSA'

3MEDIAN / PLANTER CURB STANDARD

CITY OF THOUSAND OAKS DWG. _________

CITY OF THOUSAND OAKSCITY OF THOUSAND OAKS

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

G S

R

I

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I R

EED

R

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No. E19688

ST

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100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

SHEET 9 OF 11

ELEVATIONS & DETAILS

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

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No. M37237

L A

CINAH

C

E

M

100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

REGULATOR

FROM GAS UTILITY

G

1.5" 1.5"

1.5"

1"

1.5"

2"

1.5"

1"

2"

FROM GAS UTILITY

NEW NATURAL GAS RISER NEW NATURAL GAS PIPING PLAN

(N) METER

(N) SEISMIC GAS SHUT-OFF

(N) 2" NAT GAS PIPE MIN 24" BELOW GRADE

(N) 2" NAT GAS PIPE

(N) METER

(N) 2" NAT GAS PIPE MIN 24" BELOW GRADE

(N) 2" NAT GAS PIPE

(N) FLEXIBLE GAS PIPE

(N) FLEXIBLE GAS PIPE

(N) SEISMIC GAS SHUT-OFF

COORDINATE WITH GAS UTILITY FOR REQUIRED SIZE.

PACIFIC SEISMIC PRODUCTS #303/314, OR EQUAL.

SOUTH COAST AQMD RULE 1110.2-

NFPA 37-

2022 CALIFORNIA ENERGY CODE-

2022 CALIFORNIA PLUMBING CODE-

2022 CALIFORNIA ELECTRICAL CODE-

2022 CALIFORNIA BUILDING CODE-

CODE SUMMARY:

PROTECT IN PLACE EXISTING GAS LINE TO REMAIN.7.

SUBSTITUTIONS OF EQUIPMENT AND MATERIALS.

COORDINATION OF ALL MANUFACTURER

CONTRACTOR SHALL BE RESPONSBILE FOR THE 6.

INTERFERENCE WITH ELECTRICAL EQUIPMENT.

ALL NATURAL GAS PIPING SHALL AVOID 5.

PLACING OF EQUIPMENT AND PIPING.

CONTRACTOR IS RESPONSIBLE FOR THE CORRECT

GENERAL LOCATION OF EQUIPMENT AND PIPING.

THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW 4.

AND PROJECT MAANGER PRIOR TO CONSTRUCTION.

ALL UNDERGROUND PIPING WITH THE ENGINEER

CONTRACTOR SHALL COORDINATE PLACEMENT OF 3.

TO CONSTRUCTION.

PROJECT MANAGER OF ANY DISCREPANCIES PRIOR

AND IMMEDIATELY NOTIFY THE ENGINEER AND

LOCATIONS AND ELEVATIONS OF IMPROVEMENTS

CONTRACTOR SHALL FIELD VERIFY EXACT 2.

LOAD AND REQUIRED PRESSURE.

REGULATOR SIZE TO MEET TOTAL CONNECTED

UTILITY PROVIDER FOR REQUIRED GAS METER AND

CONTRACTOR SHALL COORDINATE WITH GAS 1.

GENERAL NOTES

SCALE: 1/2" = 1'

(E) LIGHT POLE

(E) BOLLARD

(E) ELEC PULLBOX

LOCATION

BESS

[FUT]

INLET WITHIN 24" OF INLET, IF REQUIRED

REDUCE GAS PIPING TO MATCH GENERATOR

NOTE:

MIN CAPACITY: TBD BY CONTRACTOR

REGULATOR

LOCATION.

PROVIDE TRACER WIRE TERMINATED IN ACCESSIBLE 4.

OR 6" SEPARATION IF PERPENDICULAR.

SEPARATION FROM ELECTRICAL WHEN PARALLEL

BURRY MINIMUM 24" BELOW GRADE. MAINTAIN 18" 3.

ASTM A53 SCHEDULE 40 STEEL.

GROUND PE TRANSITION FITTING TO THREADED

CASING VENTED ABOVE GRADE. PROVIDE ABOVE

INLET. ASTM A53 SCHEDULE 40 BLACK STEEL

FACTORY FABRICATED AND LEAK TESTED, SDR 11

ANODELESS SERVICE-LINE RISERS:2.

DIMENSIONS.

(ASTM 2683) OR BUTT FUSION TYPE MATCHING PIPE

ASTM D2513 POLYETHYLENE WITH SOCKET FUSION 1.

BELOW GRADE NATURAL GAS PIPING:

COATED.

HANGERS SHALL BE HOT DIPPED GALVANIZED

SHALL BE COMPATIBLE WITH PIPING. EXTERIOR

MAXIMUM 8-FOOT INTERVALS. HANGER MATERIAL

PIPING 2" AND SMALLER SHALL BE SUPPORTED AT

HANGERS/SUPPORTS:5.

INCLUDE TAMPERPROOF LOCKING FEATURE.

PRESSURE RATING. EXTERIOR VAVLES SHALL

B16.33 AND IAS-LISTED BRONZE BODY AND 125 PSIG

NPS 2" AND SMALLER SHALL COMPLY WITH ASME

VALVES:4.

GASES INSIDE THE PIPE MATERIALS.

RESISTANT TO CHEMICAL CONSTITUENTS OF THE

SEAL THREADED JOINTS WITH NON-HARDENING &

ASME B1.20.1

THREADED ENDS:3.

GROUND JOINT AND THREADED ENDS.

ASME B16.39 CLASS 150 MALLEABLE IRON WITH

UNIONS:2.

PROTECTION.

EPOXY PAINT, OR EQUAL MEANS FOR CORROSION

PRIMED AND PAINTED WITH TWO COATS OF YELLOW

EXPOSED SCHEDULE 40 STEEL PIPE SHALL BE

TAPE RATED FOR NATURAL GAS. ALL EXTERIOR

FOR THREADED FITTINGS USE JOINT COMPOUND OR

MALLEABLE IRON THREADED FITTINGS.

ASTM A53 SCHEDULE 40 BLACK STEEL PIPING WITH 1.

ABOVE GRADE GAS PIPING:

NATURAL GAS PIPING PLAN

SHEET 10 OF 11

120 KW

GENERATOR

NAT GAS

1 SCALE: 1/4" = 1' 2GENERATOR FOUNDATION DETAIL SWITCHBOARD FOUNDATION DETAIL

12'-0"

SCALE: 1" = 1'

C O

V E

R C

O N

C

M

IN

GENERATOR

C O

V E

R C

O N

C

M

IN

PRINCIPAL REINFORCING

TIE OR STIRRUP

MAX OFFSET BEND

NOTE: ALL BENDS SHALL BE MADE COLD

GOVERNING EDITION.

ACI-318 CODE

NOTE: FOR D ETC SEE

6d (3" MIN)

(2.5" MIN)

4d

Dd d

D d

D

4BAR BENDS

12'-0"

FOR ACTUAL DIMENSIONS

REFER TO MANUFACTURER DRAWINGS

CONDUIT STUB-UP AREA

C

PAD

C

PAD

FOR ACTUAL DIMENSIONS

REFER TO MANUFACTURER DRAWINGS

CONDUIT STUB-UP AREAS

CONCRETE.

SECURED IN POSITION PRIOR TO PLACING

OTHER CONCRETE INSERTS SHALL BE WELL

ALL REINFORCING BARS, ANCHOR BOLTS AND 7.

CONCRETE NOT TO EXCEED 115 PCF.

ASTM C-330. DRY WEIGHT OF LIGHTWEIGHT

CONCRETE AGGREGATES SHALL CONFORM TO

CONFORM TO ASTM C-33. LIGHT WEIGHT

NORMAL WEIGHT CONCRETE AGGREGATES SHALL 6.

C-150, TYPE I OR TYPE II, LOW ALKALI.

PORTLAND CEMENT SHALL CONFORM TO ASTM 5.

28 DAYS.

MINIMUM COMPRESSIVE STRENGTH of 4000 PSI AT

ALL STRUCTURAL CONCRETE SHALL HAVE A 4.

ACI 304 AND CONTRACT DOCUMENTS.

PLACEMENT OF CONCRETE SHALL CONFORM TO 3.

CONFORM TO C-94.

CONCRETE MIXING OPERATION, ETC., SHALL 2.

MODIFICATIONS AS NOTED.

REINFORCED CONCRETE, ACI 318, WITH

THE 'BUILDING CODE REQUIREMENTS FOR

CONCRETE CONSTRUCTION SHALL CONFORM TO

ALL PHASES OF WORK PERTAINING TO THE 1.

CONCRETE

SHOWN IN APPROVED DETAILS.

PROVIDE MINIMUM EMBEDMENT OF ANCHORS AS 4.

ANCHOR LOCATIONS.

LOCATE REINFORCEMENT AND CONFIRM FINAL 3.

RECOMMENDATIONS.

REPORT AND PER MANUFACTURER'S

INSTALLED IN ACCORDANCE WITH EVALUATION

ANCHORS INSTALLED INTO CONCRETE SHALL BE 2.

LOCATIONS ON ENCLOSURE PRIOR TO INSTALLING.

FIELD VERIFY AND MEASURE EXACT ANCHOR 1.

ANCHORS

WITHOUT OWNER'S REPRESENTATIVE'S APPROVAL.

CONSTRUCTION DOCUMENTS ARE NOT ALLOWED

PRODUCTS OR MATERIALS SPECIFIED ON THE

PROCEEDING WITH THE WORK. SUBSTITUTIONS OF

REPRESENTATIVE FOR REVIEW/APPROVAL BEFORE

DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S

ANY DEVIATION FROM THE APPROVED SET OF 7.

PROCEEDING WITH THE WORK.

WITH THE OWNER'S REPRESENTATIVE BEFORE

CONFLICTS ON THE CONSTRUCTION DOCUMENTS

THE CONTRACTOR SHALL RESOLVE ANY 6.

IMPACT THE WORK.

CONDITIONS AND PHYSICAL SURROUNDINGS WILL

DETERMINE THE EXTENT TO WHICH THOSE

SCOPE OF WORK TO EXISTING CONDITIONS AND

SCOPE OF WORK. VISIT THE SITE TO RELATE THE

DRAWINGS TO IDENTIFY THE EXTENT OF THE

CONTRACTOR SHALL CAREFULLY REVIEW THE 5.

LAYOUT AND OPENINGS.

MANUFACTURER EQUIPMENT DRAWINGS FOR

REFERENCE ELECTRICAL CONDUIT DRAWINGS AND 4.

SCALED DRAWINGS.

DIMENSIONS SHALL TAKE PRECEDENCE OVER 3.

FROM THE OWNER'S REPRESENTATIVE.

FROM THE DESIGN WITHOUT WRITTEN DIRECTION

THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE

CONFLICT WITH THE CONTRACT DOCUMENTS TO

OF ACCURACY. REPORT CONDITIONS THAT

PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE

TO EXISTING CONDITIONS REPRESENTS THE

INFORMATION SHOWN ON THE DRAWINGS RELATED 2.

DISCREPANCIES OR INCONSISTENCIES.

REPRESENTATIVE SHALL BE NOTIFIED OF ANY

PRIOR TO CONSTRUCTION. THE OWNER'S

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 1.

GENERAL NOTES:

THE FINAL IN-PLACE INSPECTION IS MADE.

ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN 7.

ALL REINFORCING BAR BENDS SHALL BE MADE COLD.6.

FACILITATE FIELD PLACEMENT OF REINFORCING STEEL AND CONCRETE.

TYPICAL CONDITIONS THAT ARE PROPOSED IN PLACEMENT DRAWINGS TO

CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ADJUSTMENTS FROM 5.

TRADE STANDARDS.

COVERAGE REQUIRED BY STRUCTURAL DETAILS, APPLICABLE CODE AND

QUANTITY, SPACING, SIZE, CLEARANCES, LAPS, INTERSECTIONS AND

PREPARE DETAILED PLACEMENT DRAWINGS OF ALL CONDITIONS SHOWING

DRAWINGS SHOW TYPICAL REINFORCING CONDITIONS. CONTRACTOR SHALL 4.

KSI, OR EQUIVALENT.

REINFORCING STEEL IN FOUNDATIONS SHALL CONFORM TO ASTM A615, 60 3.

EQUIPMENT.

ANCHORS. MEASURE AND VERIFY EXACT ANCHOR LOCATIONS ON

CONTRACTOR SHALL DETAIL AND PLACE REINFORCING STEEL TO AVOID 2.

AND THE W.C.R.S.I., OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.

PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' BY THE C.R.S.I.

REINFORCED CONCRETE' (ACI 318), AND THE 'MANUAL OF STANDARD

CONFORMANCE WITH THE 'BUILDING CODE REQUIREMENTS FOR

ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN 1.

REINFORCING STEEL

AND LOCATIONS.

VERIFY AND MEASURE ENCLOSURE CONDUIT AND/OR BLOCKOUT DIMENSIONS

DIMENSIONS. VERIFY DIMENSIONS WITH MANUFACTURER DRAWINGS. FIELD

REFER TO EQUIPMENT MANUFACTURER DRAWINGS FOR DETAILS AND 9.

CONSTRUCTION SHALL BE REMOVED.

ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW 8.

CONSTRUCTION.

LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER 7.

ON DRAWINGS.

FOOTINGS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN 6.

ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED.5.

GOVERNING AGENCY PRIOR TO PLACING THE CONCRETE AND REINFORCING.

EXCAVATION AND COMPACTING IF REQUIRED SHALL BE APPROVED BY THE 4.

WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE.

WATER, GROUND WATER OR SEEPAGE. REMOVE LOOSE SOIL AND STANDING

CONTRACTOR SHALL PROVIDE DE-WATERING OF EXCAVATIONS FROM SURFACE 3.

CONSTRUCTION.

INCLUDING LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES 2.

FOOTING DESIGN IS BASED ON ALLOWABLE SOIL PRESSURE OF 2000 PSF.1.

FOUNDATIONS AND SITE WORK

STRONG-BOLT 2 SS, STB2SS

STRONG-BOLT 2 SS, STB2SS

W/ #4@12" OC EW T&B (f'c=4000PSI)

12" THICK CONCRETE FOUNDATION PAD

W/ #4@12" OC EW T&B (f'c=4000PSI)

12" THICK CONCRETE FOUNDATION PAD

BASE SHALL BE COMPACTED AND LEVEL.

SOIL W/ MINIMUM 95% COMPACTION.

CRUSHED AGGREGATE BASE ON COMPACTED

BASE SHALL BE COMPACTED AND LEVEL.

SOIL W/ MINIMUM 95% COMPACTION.

CRUSHED AGGREGATE BASE ON COMPACTED

1'-0"

BOLLARD

ROUNDED CONCRETE TOP

2% SLOPE

CONCRETE FOOTING

M A

T C

H E

X

IS

T

IN

G

SMOOTH TROWEL FINISH.

CONC SLAB ON GRADE.

SMOOTH TROWEL FINISH.

CONC SLAB ON GRADE.

3/4" CHAMFERED EDGES.3/4" CHAMFERED EDGES.

PRIME AND PAINT YELLOW

CONCRETE FILLED BOLLARD

SWITCHBOARD

CONCRETE THICKNESS AND MINIMUM ANCHOR EDGE DISTANCES.

AS NEEDED FOR SELECTED EQUIPMENT. MAINTAIN MINIMUM

NOTE: CONTRACTOR SHALL ADJUST FOUNDATION LENGTH & WIDTH

CONCRETE THICKNESS AND MINIMUM ANCHOR EDGE DISTANCES.

AS NEEDED FOR SELECTED EQUIPMENT. MAINTAIN MINIMUM

NOTE: CONTRACTOR SHALL ADJUST FOUNDATION LENGTH & WIDTH

CITY OF THOUSAND OAKS DWG. _________

CITY OF THOUSAND OAKSCITY OF THOUSAND OAKS

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV.SYMBOL DESCRIPTION OF CHANGEUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG

DATEENGINEERING DIVISION MANAGER

DATE

REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

Know what'sbelow.

Callbefore you dig.

IW

AP

BK0

KEWO

ENGINEERING

CORPORATION

07/14/25

07/14/25

07/14/25

07/14/25

TED GERBER, CITY ENGINEER

N G

T E

A

NRO

A

ET

FO LCA FI

ST

I E

G S

R

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E N E

I R

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No. C79923

LIVIC

100% DESIGN SUBMITTAL.

25-016A

CI 5585 MUNICIPAL SERVICE CENTER GENERATOR REPLACEMENT

SHEET 11 OF 11

FOUNDATION DETAILS