Plans__12224_-_Replace_Water_Tank__1.pdf

S

11401 BLOOMFIELD AVENUE, NORWALK, CALIFORNIA 90650

METROPOLITAN STATE HOSPITAL

OSFM FACILITY NUMBER: 23-S-3870-C

DEPARTMENT OF STATE HOSPITALS

1. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 33 - FIRE SAFETY

DURING CONSTRUCTION OF THE 2022 CALIFORNIA FIRE CODE.

FIRE SAFETY DURING CONSTRUCTION

REPLACE WATER TANK #1

DRAWING INDEX

GENERAL

T1.1 - TITLE SHEET

T1.2 - OVERALL SITE PLAN

T1.3 - BUILDING ANALYSIS

EROSION CONTROL

EC1.1 - EROSION AND SEDIMENT CONTROL PLAN

EC2.1 - EROSION AND SEDIMENT CONTROL DETAILS

CIVIL

C0.1 - NOTES, LEGEND, & ABBREVIATIONS

C1.1 - DEMOLITION SITE PLAN

C2.1 - NEW WORK SITE PLAN

C3.1 - DETAILS - SHEET 1

C3.2 - DETAILS - SHEET 2

STRUCTURAL

S0.1 - STRUCTURAL NOTES, STRUCTURAL DETAILS, & FLOOR PLAN

MECHANICAL

M0.1 - MECHANICAL GENERAL NOTES

M0.2 - MECHANICAL SCHEDULES

M0.3 - MECHANICAL SITE PLAN

M1.1 - MECHANICAL DEMO PLAN

M2.1 - MECHANICAL NEW WORK PLAN

M2.2 - MECHANICAL CHLORINATION NEW WORK PLAN

M3.1 - MECHANICAL PHOTOGRAPHS

M3.2 - MECHANICAL DETAILS

M5.1 - CHLORINATION ELEVATION & SCHEMATIC

ELECTRICAL

E0.1 - ELECTRICAL GENERAL NOTES

E0.2 - ELECTRICAL DEMOLITION & NEW WORK SINGLE LINE DIAGRAM

E0.3 - ELECTRICAL PANEL AND FEEDER SCHEDULE

E1.1 - ELECTRICAL DEMOLITION - ENLARGED SITE PLAN

E1.2 - ELECTRICAL DEMOLITION - DOMESTIC PUMP HOUSE PLAN

E2.1 - ELECTRICAL NEW WORK - ENLARGED SITE PLAN

E2.2 - ELECTRICAL NEW WORK - DOMESTIC & IRRIGATION PUMP HOUSE PLAN

E3.1 - ELECTRICAL WATER TANK DETAILS

E3.2 - ELECTRICAL DETAILS

STATE FIRE MARSHAL SPECIAL INSPECTIONS

A MINIMUM OF 72 HOURS NOTICE WILL BE PROVIDED TO THE STATE FIRE MARSHAL WHEN

SCHEDULING ANY TESTS OR INSPECTIONS.

TITLE SHEET

T1.1

APPLICABLE CODES AND STANDARDS

1. 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.

2. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.

(2022 INTERNATIONAL BUILDING CODE & 2022 CALIFORNIA AMENDMENTS)

3. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.

(2022 NATIONAL ELECTRICAL CODE AND 2022 CALIFORNIA AMENDMENTS)

4. 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.

(2022 UNIFORM MECHANICAL CODE AND 2022 CALIFORNIA AMENDMENTS)

5. 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.

(2022 UNIFORM PLUMBING CODE AND 2022 CALIFORNIA AMENDMENTS)

6. 2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.

7. 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.

(2022 INTERNATIONAL FIRE CODE AND 2022 CALIFORNIA AMENDMENTS)

8. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11,

TITLE 24 C.C.R.

9. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.

10. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

PARTIAL LIST OF APPLICABLE STANDARDS

1. NFPA 25 INSPECTION TESTING AND MAINTENANCE OF

WATER BASED FIRE PROTECTION SYSTEMS. 2020 EDITION

2. REFERENCE CODE SECTION FOR NFPA STANDARDS 2022 CBC (SFM)

CHAPTER 35

REFERENCE CODE SECTION FOR NFPA STANDARDS ARE IN 2022 CBC CHAPTER 35 OR 2022 CFC

CHAPTER 80. SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS

CLARIFICATION:

1. THE NEW TANK#1, EXISTING TANK #2 AND ALL ASSOCIATED PIPING AND PUMPS IN THE

PROJECT ARE DESIGNED FOR POTABLE WATER USE.

2. SOME ELEMENTS ARE DESIGNED TO MEET NFPA 22 AND 24 RESPECTIVELY AT THE OWNERS

OPTION, HOWEVER, FULL COMPLIANCE WITH THESE STANDARDS IS NOT REQUIRED.

3. COMPLIANCE WITH NFPA 25 IS REQUIRED SINCE THE NEW TANK WILL BE USED TEMPORARILY

FOR BOTH POTABLE AND FIRE SERVICE.

1. REMOVAL OF EXISTING 750,000 GALLON ON GRADE STEEL WATER STORAGE TANK AND

REPLACEMENT WITH NEW 1,000,000 GALLON ON GRADE STEEL WATER STORAGE TANK.

2. ALL ASSOCIATED PIPING, VALVING AND APPURTENANCES ASSOCIATED WITH THE TANK.

3. REPLACE VALVES, PIPING AND WATER PUMPS IN THE EXISTING PUMPHOUSE.

4. THE WORK SHALL BE PHASED TO AVOID INTERRUPTION OF SERVICE TO THE SITE AND

BUILDINGS AS DESCRIBED ON THE DRAWINGS.

5. PROVIDE CHLORINE ANALYZER AND CHLORINE INJECTION SYSTEM, PROVIDE A TANK MIXING

PUMP.

6. MISCELLANEOUS ELECTRICAL AND CONTROLS WORK.

1. THIS PROJECT IS UNDERTAKEN SOLELY FOR THE PURPOSE OF REPLACING A WATER STORAGE

TANK AND ASSOCIATED PUMPS AND PIPING. THIS PROJECT IS EXEMPT PER ACCESSIBILITY

CODE PROVISION AND DOES NOT REQUIRE DSA ACCESS COMPLIANCE REVIEW OR APPROVAL

UNDER DSA IR 11B-6. THIS PROVISION INCLUDES MECHANICAL ONLY PROJECTS THAT CONTAIN

INCIDENTAL STRUCTURAL UPGRADES REQUIRED SOLELY FOR THE PURPOSE OF PERFORMING

MECHANICAL ONLY WORK. HOWEVER, COMPLIANCE WITH THE CALIFORNIA BUILDING CODE IS

STILL REQUIRED AND PROVIDED.

DSA EXEMPTION NOTES

HCAI NOTES

1. THE INTENT OF THE CONSTRUCTION DOCUMENTS IS TO COMPLETE THE SCOPE OF WORK IN

ACCORDANCE WITH THE 2022 CBC. SHOULD ANY CONDITIONS DEVELOPE NOT COVERED BY

THE APPROVED CONSTRUCTION DOCUMENTS, WHEREIN THE FINISHED WORK WILL NOT

COMPLY WITH THE 2022 CBC, AMENDED CONSTRUCTION DOCUMENTS (ACDs) DETAILING AND

SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE DSH HCAI

PEER REVIEWER BEFORE PROCEEDING WITH THE WORK.

2. ANY CHANGE ORDERS, DETAILING AND SPECIFYING THE REQUIRED WORK, SHALL BE

SUBMITTED TO AND APPROVED BY DSH PEER REVIEWER BEFORE PROCEEDING WITH THE

WORK IF ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS AND NOT

COMPLYING WITH TITLE 24, CALIFORNIA ADMINISTRATIVE CODE.

1. NO DEFERRED APPROVALS ON THIS PROJECT

OSFM DEFERRED APPROVALS

N

SCOPE OF WORK ITEMS

VICINITY MAP

SITE PLAN

PROJECT

LOCATION

TELEGRAPH RD.

TELEG

R

APH

R D

FLORENCE AVE.

P

IO

N E E R

B L V D

N O

R W

A L K B

L V D

B L O

O M

F

IE

L D

A V E

IMPERIAL HWY.

S A N T A A

N A F

W Y

S T U

D E B A K E R

R D

FIRESTONE BLVD.

NORWALK

ROSECRANS AVE.

G R

E E N

S T O

N E A

V E

N

Checked

SPI Building Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 22792-4

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS - METROPOLITAN

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

REPLACE WATER

TANK #1

Client Agency

01/29/2024

DEPARTMENT OF STATE HOSPITALS

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

F

IL

E L \2

-4

R e p la c e W a te r T a n k

D

S H

-M \C

A D

\2 T .d w g

D A T E /T

IM

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P M

JCCA

1. 01/29/24 OSFM RESUBMITTAL

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

PROJECT MANAGER: CHRIS ELLICOCK

EMAIL: CHRIS.ELLICOCK@DGS.CA.GOV

S T U

S U T

AB C D E F G H I J K L M N O P Q R

C B AF E D I H G L K J O N M R Q P

x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

V3

DSH

DSA STAMP

0 1 2 3

RELATIVE BORDER SCALE IN INCHES100% SUBMITTAL

WATER TANK #1

LOCATION

BLOOMFIELD AVE.

PROJECT INFORMATION

PREPARED FOR:

1. METROPOLITAN STATE HOSPITAL

11401 BLOOMFIELD AVENUE,

NORWALK, CALIFORNIA 90650

DEPARTMENT OF STATE

HOSPITALS

1215 O STREET, 2nd FLOOR

SACRAMENTO, CALIFORNIA 95814

PANG HER ASSOCIATE CONSTRUCTION

ANALYST FACILITIES PLANNING,

CONSTRUCTION AND MANAGEMENT (FPCM)

PHONE : (916) 915-8293

2. DEPARTMENT OF GENERAL SERVICES

707 THIRD ST. SUITE 4-105 WEST

SACRAMENTO, CALIFORNIA 95605

CHRIS ELLICOCK

PROJECT DIRECTOR

PHONE: (916) 204 2587

PREPARED BY:

J.C. CHANG & ASSOCIATES, INC.

ENGINEERS, ARCHITECTS AND PLANNERS

385 VAN NESS AVENUE, SUITE 208

TORRANCE, CALIFORNIA 90501

PHONE : (310) 212-7644

CIVIL ENGINEER OF RECORD

JAMES REDMOND

NO. CA1062

385 VAN NESS AVE. #208

TORRANCE, CALIFORNIA 90501

MECHANICAL ENGINEER OF RECORD

ROBERT NOLAN

LIC. NO. 31684

385 VAN NESS AVE. #208

TORRANCE, CALIFORNIA 90501

ELECTRICAL ENGINEER OF RECORD

SEVAG AVANESSIAN

LIC. NO. E22793

385 VAN NESS AVE. #208

TORRANCE, CALIFORNIA 90501

REFERENCE: 2022 CALIFORNIA FIRE CODE

1. SEE OVERALL SITE PLAN FOR SITE ACCESS FOR BOTH PUBLIC RIGHT OF WAY AND DSH FIRE

DEPARTMENT.

2. TURNAROUND CAN BE ACCOMPLISHED BY USING EXISTING SITE ROADS. SEE T1.2.

FIRE APPARATUS ACCESS

OVERALL PROJECT SCOPE

1. THE OVERALL SCOPE OF WORK IS TO REPLACE THE EXISTING SOUTHERLY 750,000 GALLON

WATER STORAGE TANK #1 WITH A NEW DOMESTIC WATER STORAGE TANK. IT WILL ALSO

INCLUDE REPLACING SOME ON SITE PIPING AND PERFORMING WORK ON THE EXISTING

PUMPS.

2. THE EXISTING OUT OF SERVICE 750,000 GALLON TANK#2 WILL BE BROUGHT BACK IN TO

SERVICE TEMPORARILY WHILE TANK #1 IS BEING RECONSTRUCTED.

3. THERE IS A SEPARATE PROJECT WHICH WILL REPLACE THE EXISTING NORTHERLY 750,000

GALLON TANK #2 WITH A NEW FIRE WATER STORAGE TANK. THIS PROJECT WILL PROVIDE A

TIE IN FROM THE NEW FIRE WATER TANK TO THE EXISTING FIRE PUMPS WHICH WILL SERVE

THE FIRE WATER NEEDS OF THE CAMPUS.

4. CURRENTLY TANK#1 SUPPLIES BOTH DOMESTIC AND FIRE WATER TO THE CAMPUS. THE NEW

TANK WILL DO LIKEWISE UNTIL THE NEW FIRE WATER TANK NOTED IN 3 ABOVE IS

COMPLETED AND IN SERVICE.

5. DURING CONSTRUCTION AND UP UNTIL THE NEW FIRE UPGRADE PROJECT IS BROUGHT ON

TO SERVICE, AT LEAST THE EXISTING LEVEL OF FIRE PROTECTION WILL BE MAINTAINED TO

THE CAMPUS. TANK #1 IS THE ONLY ONE CURRENTLY IN SERVICE:

EXISTING TANK #1: CAPACITY 750,000 GALLONS.

EXISTING TANK #2: CAPACITY 750,000 GALLONS.

NEW TANK #1: CAPACITY 1,000,000 GALLONS.

SEE "CLARIFICATION" NOTE BELOW UNDER APPLICABLE CODES AND STANDARD.

6. THE EXISTING VOLUME OF DOMESTIC AND FIRE PROTECTION FLOWS THROUGHOUT THE

CAMPUS WILL BE MAINTAINED DURING CONSTRUCTION BY TEMPORARILY UTILIZING TANK#2

DURING DEMOLITION OF EXISTING AND CONSTRUCTION OF NEW TANK #1. SEE PHASING

NOTES ON DRAWINGS C0.1

SR PMSR AP

HCAI DEFERRED APPROVALS

THE STORAGE TANK AND FOUNDATION DESIGN WILL BE COMPLETED BY THE TANK

SUBCONTRACTOR WHO SHALL SUBMIT TO HCAI AND JCCA FOR APPROVAL.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

02/23/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3870

DATE SIGNED: 01/29/2024

ISSUE DATE: APRIL 15, 2026

X X XX X X XX X X X X X X X X X X X X X X X XXX X X X

BLOOMFIELD AVENUE

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 X X X X X X X X

CEDAR

C

IR

C

LE

N O

R T H

S O

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C

IR

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LE

CIRCLE

STREETBALSAM

th

T R

E E T th

R

E E T n d

R

E E T rd

R

E E T

DATESTREET

BLOOMFIELD AVENUE

FIR STREET

S E V E T H

S T R

E E T

BALSAM

STREET

S

IX

T H

S T R E E T

DATE

STREET

E

IG

H T H

S T R

E E T

N

IN

T H

S T R

E E T

E

IG

H T H

S T R

E E T

S E V E T H

S T R

E E T

N

IN

T H

S T R

E E T

S

IX

T H

S T R E E T

X X

V

V

V

V

V V

V

V

V

V

V

V

V V

M H

MH

M H

V

VVVV

M H

M H

M H

M H

M H

M H

M H

M H

M H

M H

MH

X X

X X

X X X X X X X XX X XX

X

X X

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X

X

X X X

X X X X X X X XX

XX

X X X

X X X X X X X

X X X X

XX X X X X XX

X

X

X X

X XX X

X

X XX X XX X X

X XX

X X

X

X

X

X

X X X X

OVERALL SITE PLAN

T1.2

Checked

SPI Building Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 22792-4

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS - METROPOLITAN

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

REPLACE WATER

TANK #1

Client Agency

01/29/2024

DEPARTMENT OF STATE HOSPITALS

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

F

IL

E L \2

-4

R e p la c e W a te r T a n k

D S H

-M \C

A D

\2 T .d w g

D A T E /T

IM

E J a n

:5

P M

JCCA

1. 01/29/24 OSFM RESUBMITTAL

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

PROJECT MANAGER: CHRIS ELLICOCK

EMAIL: CHRIS.ELLICOCK@DGS.CA.GOV

S T U

S U T

AB C D E F G H I J K L M N O P Q R

C B AF E D I H G L K J O N M R Q P

x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

V3

DSH

DSA STAMP

0 1 2 3

RELATIVE BORDER SCALE IN INCHES100% SUBMITTAL

OVERALL SITE PLAN

N

1" = 120'

240FEET 120 60 30 0 SCALE:

PROJECT LOCATIONSITE FIRE DEPARTMENT ACCESS AND CONTRACTOR

HAUL ROUTE FROM THE PUBLIC RIGHT OF WAY

SR PMSR AP

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

02/23/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3870

TANK #2

POTABLE WATER

PUMPHOUSE

XFRMR

IRRIGATION

PUMPHOUSE

N O N -P

O

TA

BL

E W

AT

ER

VA

LV

E

XFRMR

TANK #1

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 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 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 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 X

P.P. P.P.

EX

IS

TI

N G

(N .I.

C

FIRE PUMPHOUSE

(N.I.C.)

PI

T

VA

LV

E

PI

T

PU

M

PH

O U

SE

2 1

BUILDING ANALYSIS

T1.3

SITE PLAN

SCALE:

Checked

SPI Building Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 22792-4

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS - METROPOLITAN

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

REPLACE WATER

TANK #1

Client Agency

01/29/2024

DEPARTMENT OF STATE HOSPITALS

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

F

IL

E L \2

-4

R e p la c e W a te r T a n k

D

S H

-M \C

A D

\2 T .d w g

D A T E /T

IM

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:5

P M

JCCA

1. 01/29/24 OSFM RESUBMITTAL

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

PROJECT MANAGER: CHRIS ELLICOCK

EMAIL: CHRIS.ELLICOCK@DGS.CA.GOV

S T U

S U T

AB C D E F G H I J K L M N O P Q R

C B AF E D I H G L K J O N M R Q P

x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

V3

DSH

DSA STAMP

0 1 2 3

RELATIVE BORDER SCALE IN INCHES100% SUBMITTAL

N

SR PMSR AP

CHEMICAL STORAGE LIMITS

1. SEE DRAWINGS M2.2 FOR CHEMICAL STORAGE

(SODIUM HYPOCHLORITE) QUANTITY LIMITS.

TANK #1 ANALYSIS

GOVMOTUS # 23-S-3870-C-ER

NO. REQUIREMENT RESPONSE

OCCUPANCY CLASSIFICATION AND

USE

BUILDING CONSTRUCTION TYPE

NUMBER OF STORIES

ACTUAL BUILDING HEIGHT (FEET)

BUILDING AREA (SQUARE FEET)

AREA PROJECT IMRPOVEMENTS

(SQUARE FEET)

SEPARATE OR NON - SEPARATED USE

ALLOWABLE AREA PER C.B.C.

AREA INCREASE

HEIGHT INCREASE

FRONTAGE INCREASE

FIRE SPRINKLERS (YES OR NO)

IF YES; TYPE

OCCUPANT LOAD FOR ENTIRE

BUILDING AND EACH FLOOR

YEAR STRUCTURE WAS

CONSTRUCTED

IS STRUCTURE IN HIGH FIRE SEVERITY

ZONE (YES OR NO)

SEISMIC JOINTS (YES OR NO)

IF YES PROVIDE LOCATION

FIRE ALARM (YES OR NO)

IF YES; TYPE

SMOKE CONTROL SYSTEM

(YES OR NO)

'U' OCCUPANCY CLASSIFICATION

WATER STORAGE

II B (STEEL TANK)

I

EXISTING : 22'

NEW: 35'±

5,027 (80' DIAMETER)

5,027 (NEW TANK OS ALSO 80'

DIAMETER)

NON - SEPARATED

19,000 S.F.

NO

NO (PER CBC TABLE 504.3 ALLOWABLE

HEIGHT 55')

NO

NO

NO

NO

UNOCCUPIED

NO

NO

NO. REQUIREMENT

OCCUPANCY CLASSIFICATION AND

USE

BUILDING CONSTRUCTION TYPE

NUMBER OF STORIES

ACTUAL BUILDING HEIGHT (FEET)

BUILDING AREA (SQUARE FEET)

AREA PROJECT IMRPOVEMENTS

(SQUARE FEET)

SEPARATE OR NON - SEPARATED USE

ALLOWABLE AREA PER C.B.C.

AREA INCREASE

HEIGHT INCREASE

FRONTAGE INCREASE

FIRE SPRINKLERS (YES OR NO)

IF YES; TYPE

OCCUPANT LOAD FOR ENTIRE

BUILDING AND EACH FLOOR

YEAR STRUCTURE WAS

CONSTRUCTED

IS STRUCTURE IN HIGH FIRE SEVERITY

ZONE (YES OR NO)

SEISMIC JOINTS (YES OR NO)

IF YES PROVIDE LOCATION

FIRE ALARM (YES OR NO)

IF YES; TYPE

SMOKE CONTROL SYSTEM

(YES OR NO)

'U' OCCUPANCY CLASSIFICATION

WATER STORAGE

II B (STEEL TANK)

I

22'

5,027 (80' DIAMETER)

NONE

NON - SEPARATED

19,000 S.F.

NO

NO

NO

NO

NO

NO

UNOCCUPIED

NO

NO

NO. REQUIREMENT

OCCUPANCY CLASSIFICATION AND

USE

BUILDING CONSTRUCTION TYPE

NUMBER OF STORIES

ACTUAL BUILDING HEIGHT (FEET)

BUILDING AREA (SQUARE FEET)

AREA PROJECT IMRPOVEMENTS

(SQUARE FEET)

SEPARATE OR NON - SEPARATED USE

ALLOWABLE AREA PER C.B.C.

AREA INCREASE

HEIGHT INCREASE

FRONTAGE INCREASE

FIRE SPRINKLERS (YES OR NO)

IF YES; TYPE

OCCUPANT LOAD FOR ENTIRE

BUILDING AND EACH FLOOR

YEAR STRUCTURE WAS

CONSTRUCTED

IS STRUCTURE IN HIGH FIRE SEVERITY

ZONE (YES OR NO)

SEISMIC JOINTS (YES OR NO)

IF YES PROVIDE LOCATION

FIRE ALARM (YES OR NO)

IF YES; TYPE

SMOKE CONTROL SYSTEM

(YES OR NO)

'U' - PUMPHOUSE SHED

I

12'

TYPE VB

900 (20'X45')

NON - SEPARATED

5,500 S.F.

NO

NO

NO

NO

NO

NO

UNOCCUPIED

APPROXIMATELY 1953

NO

NO

NO. REQUIREMENT

OCCUPANCY CLASSIFICATION AND

USE

BUILDING CONSTRUCTION TYPE

NUMBER OF STORIES

ACTUAL BUILDING HEIGHT (FEET)

BUILDING AREA (SQUARE FEET)

AREA PROJECT IMRPOVEMENTS

(SQUARE FEET)

SEPARATE OR NON - SEPARATED USE

ALLOWABLE AREA PER C.B.C.

AREA INCREASE

HEIGHT INCREASE

FRONTAGE INCREASE

FIRE SPRINKLERS (YES OR NO)

IF YES; TYPE

OCCUPANT LOAD FOR ENTIRE

BUILDING AND EACH FLOOR

YEAR STRUCTURE WAS

CONSTRUCTED

IS STRUCTURE IN HIGH FIRE SEVERITY

ZONE (YES OR NO)

SEISMIC JOINTS (YES OR NO)

IF YES PROVIDE LOCATION

FIRE ALARM (YES OR NO)

IF YES; TYPE

SMOKE CONTROL SYSTEM

(YES OR NO)

TANK #2 ANALYSIS

GOVMOTUS # 24-S-0381-C-DR

POTABLE WATER PUMPHOUSE ANALYSIS

GOVMOTUS # 24-S-0382-C-DR

IRRIGATION PUMPHOUSE ANALYSIS

GOVMOTUS # 24-S-0383-C-DR

'U' - PUMPHOUSE SHED

I

12'

TYPE VB

700 S.F.(20'X35')

70 S.F.

NON - SEPARATED

5,500 S.F.

NO

NO

NO

NO

NO

NO

UNOCCUPIED

APPROXIMATELY 1985

NO

NO

ABBREVIATIONS:

N.I.C NOT IN CONTRACT

RESPONSE RESPONSE RESPONSE

1 2 3 4

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

02/23/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3870

EXISTING 80' DIA., 22' HIGH, 750,000 GAL. CAPACITY

POTABLE WATER

PUMPHOUSE

XFRMR

IRRIGATION

PUMPHOUSE

N O N -P

O

TA

BL

E W

AT

ER

PU

M

PH

O U

SE

XFRMR

TANK #1

NEW 80' DIA., 1,000,000 GAL. CAPACITY

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 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 X X X X X X X X X

P.P. P.P.

EX

IS

TI

N G

TC-1

WM-1 WM-2 WM-6 WM-8 WM-9

SE-1A

SE-1

SE-1

SE-1ASE-1A

SE-1

STAGING AREA , , , , , , , , , WM-3 WM-4 WM-5 WM-10 NS-9

15'

SE-1

(E) DIRT AREA - TYP

EROSION AND

SEDIMENT CONTROL

PLAN

EC1.1

EROSION AND SEDIMENT PLAN

SCALE:

Checked

SPI Building Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 22792-4

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS - METROPOLITAN

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

REPLACE WATER

TANK #1

Client Agency

01/29/2024

DEPARTMENT OF STATE HOSPITALS

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

F

IL

E L \2

-4

R e p la c e W a te r T a n k

D

S H

-M \C

A D

\2 E C

.d w g

D A T E /T

IM

E J a n

:5

P M

JCCA

1. 01/29/24 OSFM RESUBMITTAL

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

PROJECT MANAGER: CHRIS ELLICOCK

EMAIL: CHRIS.ELLICOCK@DGS.CA.GOV

S T U

S U T

AB C D E F G H I J K L M N O P Q R

C B AF E D I H G L K J O N M R Q P

x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

V3

DSH

DSA STAMP

0 1 2 3

RELATIVE BORDER SCALE IN INCHES100% SUBMITTAL

NBMP KEYNOTES:

SILT FENCESE-1

SILT PERIMETER FENCESE-1A

STABILIZED CONSTRUCTION ENTRANCE / EXITTC-1

MATERIAL DELIVERY AND STORAGEWM-1

SPILL PREVENTION AND CONTROLWM-4

SOLID WASTE MANAGEMENTWM-5

HAZARDOUS WASTE MANAGEMENTWM-6

GENERAL NOTES:

1. BMP'S MAY NEED TO BE MODIFIED, REPAIRED, OR CHANGED

DURING THE COURSE OF THE PROJECT.

2. SEE DRAWINGS EC2.1 FOR EROSION AND SEDIMENT

CONTROL NOTES AND DETAILS.

MATERIAL USEWM-2

TEMPORARY CONCRETE WASHOUTWM-8

TEMPORARY SANITARY FACILITYWM-9

LIQUID WASTE MANAGEMENTWM-10

STOCKPILE MANAGEMENTWM-3

VEHICLE AND EQUIPMENT FUELINGNS-9

SR PMSR AP

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

02/23/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3870

TC-1 CONSTRUCTION ENTRANCE

FILTER FABRIC

24'

1" TO 3" COARSE

AGGREGATE

6" M

IN

A SERIES OF STEEL PLATES (3 OR

MORE) WITH RUMBLE STRIPS OR MIN 4"

COARSE AGGREGATE

LENGTH AS NEEDED

TO PREVENT TRACKING

GRAVEL BAGS PLACE

TIGHTLY TOGETHER

ALL AROUND MATERIAL

STOCKPILED MATERIAL

WM-3 STOCKPILE MANAGEMENT

SE-1 SILT FENCE

SE-1A SILT PERIMETER FENCE

GRAVEL BAGS SPACE 4' INTERVALS

AT PAVED AREAS. SEE DETAIL A

FOR DIRT AREAS.

SILT FENCE

ATTACHED TO

CHAIN LINK

FENCE BY

WIRE TIES

CHAIN LINK

PERIMETER

FENCE

1. PROVIDE WIRE TIES AT

12" ON CENTER

VERTICALLY AND 48" ON

CENTER HORIZONTALLY.

2. PROVIDE 24" LAP

LENGTHS

EROSION AND

SEDIMENT CONTROL

DETAILS

EC2.1

Checked

SPI Building Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 22792-4

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS - METROPOLITAN

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

REPLACE WATER

TANK #1

Client Agency

01/29/2024

DEPARTMENT OF STATE HOSPITALS

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

F

IL

E L \2

-4

R e p la c e W a te r T a n k

D

S H

-M \C

A D

\2 E C

.d w g

D A T E /T

IM

E J a n

:5

P M

JCCA

1. 01/29/24 OSFM RESUBMITTAL

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

PROJECT MANAGER: CHRIS ELLICOCK

EMAIL: CHRIS.ELLICOCK@DGS.CA.GOV

S T U

S U T

AB C D E F G H I J K L M N O P Q R

C B AF E D I H G L K J O N M R Q P

x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

V3

DSH

DSA STAMP

0 1 2 3

RELATIVE BORDER SCALE IN INCHES100% SUBMITTAL

GENERAL

1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF THE CALIFORNIA STORM

WATER QUALITY ASSOCIATION BMP HANDBOOK. OBTAINABLE AT WWW.CASQA.ORG

2. THESE PLANS DESCRIBE THE APPROPRIATE MEASURES TO CONTROL POTENTIAL STORM WATER AND NON-STORM WATER

POLLUTANTS THAT MAY BE GENERATED FROM SITE CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR

IMPLEMENTATION, MONITORING AND MAINTENANCE OF ALL MEASURES THROUGHOUT THE DURATION OF THE PROJECT.

3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED ON A REGULAR BASIS AND AFTER EACH RAINSTORM. ALL

BMP MAINTENANCE SHALL BE INITIATED WITHIN 72 HOURS OF RAIN EVENT INSPECTION. CONTRACTOR SHALL REPAIR, MODIFY OR ADD

CONTROL MEASURES AS SOON AS POSSIBLE, PREFERABLY BEFORE NEXT RAIN EVENT, TO PREVENT DISCHARGE OF POLLUTANTS

FROM THE SITE.

4. IF THE SITE OR PORTION OF THE SITE IS PLANNED TO BE IDLE FOR MORE THAN 14 DAYS THAN VEGETATIVE STABILIZATION MUST BE

ACCOMPLISHED WITHIN 5 DAYS.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF EROSION, SEDIMENT AND POLLUTION CONTROL FOR THE LIFE OF THE

PROJECT AND SHALL INSTALL AND MAINTAIN ANY DEVICES AND MEASURES NECESSARY TO THE SATISFACTION OF THE ENGINEER.

6. WHEN TEMPORARY STRUCTURES HAVE SERVED THEIR INTENDED PURPOSE AND THE CONTRIBUTING DRAINAGE AREA HAS BEEN

PROPERLY STABILIZED. THE EMBANKMENT AND RESULTING SEDIMENT DEPOSITS ARE TO BE LEVELED OR OTHERWISE DISPOSED OF

BY THE CONTRACTOR AS RECOMMENDED BY THE ENGINEER.

7. TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHOWN ON THIS PLAN WHICH INTERFERE WITH WORK SHALL BE

RELOCATED OR MODIFIED AS NECESSARY AND WHEN THE INSPECTOR SO DIRECTS AS THE WORK PROGRESSES.

8. AFTER SEWER AND UTILITY TRENCHES ARE BACKFILLED AND COMPACTED, THE SURFACE OVER SUCH TRENCHES SHALL BE MOUNDED

SLIGHTLY TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA. CARE SHOULD BE EXERCISED TO PREVENT CROSS FLOW AT

FREQUENT INTERVALS WHERE TRENCHES ARE NOT ON THE CENTERLINE OF A CROWNED STREET. REMOVE ALL CHECK DAMS PRIOR

TO BACKFILL.

9. THE NATIVE VEGETATION WILL BE REMOVED ONLY FROM THOSE AREAS TO BE GRADED. AREAS OUTSIDE OF AND DOWN SLOPE OF THE

LIMITS OF GRADING WILL BE PROTECTED FROM SILT LADEN RUNOFF BY PERIMETER SILT FENCES AS DEPICTED ON THIS PLAN. SLOPED

AREAS WHICH HAVE BEEN STRIPPED OF VEGETATION AND NEW SLOPES OVER FOUR FEET HIGH CREATED DURING THE GRADING

OPERATION WILL BE TRACK WALKED TO PREPARE SOIL FOR ADDITIONAL BMP'S.

10. EXCEPT AS OTHERWISE DIRECTED BY THE INSPECTOR, ALL BMP DEVICES SHOWN SHALL BE IN PLACE WITHIN 48 HOURS OF ANY

LIKELY PRECIPITATION EVENT FORCAST OF 50% OR GREATER PROABILITY AND MAINTAINED DURING THE RAINY SEASON, OR WHEN

DIRECTED BY THE INSPECTOR.

11. THE CONTRACTOR SHALL BE PREPARED YEAR ROUND TO DEPLOY EROSION CONTROL AND SEDIMENT CONTROL BMP'S. EROSION MAY

BE CAUSED DURING DRY SEASONS BY UN-SEASONAL RAINFALL, WIND, AND VEHICLE TRACKING. KEEP THE SITE STABILIZED YEAR

ROUND, AND RETAIN AND MAINTAIN RAINY SEASON SEDIMENT TRAPPING DEVICES IN OPERATIONAL CONDITION.

EROSION CONTROL

12. TO MINIMIZE EROSION OF GRADED BANKS, ALL GRADED BANKS AND STOCK PILE AREAS SHALL BE HYDROSEEDED, LANDSCAPED OR

SEALED.

13. GRADED AREAS MUST DRAIN AWAY FROM THE FACE OF THE SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE SHALL

BE DIRECTED TOWARDS DRAINAGE INLETS.

14. WHEN DIRECTED BY THE INSPECTOR, A 12 INCH BERM SHALL BE MAINTAINED ALONG THE TOP OF THE SLOPE OF THOSE FILLS ON

WHICH GRADING IS NOT IN PROGRESS.

15. EXPOSED SLOPES SHALL BE PROTECTED BY VEGETATION COVER OR FABRIC COVER.

16. ALL FINISHED BUILDING PADS SHALL BE PROTECTED.

SEDIMENT CONTROL

17. THE CONTRACTOR SHALL HAVE STANDBY CREWS AND MATERIALS AVAILABLE FOR EMERGENCY WORK DURING RAINSTORMS.

18. SAND BAGS SHALL BE STOCKPILED ON-SITE, READY TO BE PLACED IN POSITION WHEN RAIN FORECAST PROBABILITY EXCEEDS 30%.

19. CONTRACTOR SHALL OBTAIN ADEQUATE SUPPLIES OF STRAW MULCH AND STRAW WATTLES ON-SITE PRIOR TO COMMENCEMENT OF

VEGETATION REMOVAL.

20. INLET PROTECTION SHALL BE INSTALLED AT EACH DRAIN INLET IMMEDIATELY AFTER DRAIN INLET IS SET. CONTRACTOR SHALL CLEAN

ACCUMULATED SEDIMENT FROM BMP PERIODICALLY OR WHEN SEDIMENT REACHES 1

3 OF BARRIER HEIGHT. THESE PROTECTION

MEASURES SHALL BE MAINTAINED UNTIL THE PROJECT IS COMPLETED.

21. ALL BASINS AND CHECK DAMNS SHALL HAVE BEEN PUMPED DRY, AND ALL DEBRIS AND SLIT REMOVED WITHIN 25-96 HOURS OF EACH

STORM.

TRACKING CONTROL

22. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF GRADING AT THE LOCATIONS

SHOWN ON THESE PLANS. ALL CONSTRUCTION TRAFFIC LEAVING THE SITE ROAD MUST USE THESE ENTRANCES. ENTRANCES SHALL

BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OF SEDIMENT ON TO PUBLIC RIGHT-OF-WAY. CONTRACTOR SHALL

REMOVE AND DISPOSE OF ENTRANCES UPON COMPLETION OF CONSTRUCTION.

23. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS BY VACUUMING OR STREET SWEEPING ON A DAILY BASIS

NON-STORM WATER

24. OFFSITE STORM WATER RUNOFF SHALL BE DIVERTED AWAY FROM CONSTRUCTION ACTIVITY AREA. RUNOFF SHALL BE DIRECTED INTO

EXISTING OR NEWLY CONSTRUCTED CONVEYANCE SYSTEMS THAT CAN ACCOMMODATE THE INCREASED FLOW.

25. ONSITE VEHICLE AND EQUIPMENT FUELING, WASHING AND MAINTENANCE SHOULD ONLY BE USED WHERE IT IS IMPRACTICAL TO SEND

VEHICLES AND EQUIPMENT OFF-SITE.

WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL

26. STAGING AREAS SHALL BE LOCATED IN AREAS WHERE NO CONCENTRATED STORM WATER RUNOFF WILL OCCUR. STAGING AREAS

SHALL NOT ENCROACH UPON EXISTING DRAINAGE SWALES OR DITCHES.

27. CONTRACTOR SHALL DESIGNATE A TEMPORARY CONCRETE TRUCK WASHOUT AREA AT A LOCATION AWAY FROM THE EXISTING

STORM DRAIN SYSTEM. CONCRETE MIXER TRUCKS SHALL NOT DUMP WASTE CONCRETE MIX OR WASH EQUIPMENT IN AN AREA

WHERE RUNOFF FROM THE AREA HAS A DIRECT CONNECTION WITH THE STORM DRAIN SYSTEM.

28. DURING CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE A WASTE COLLECTION AREA ON-SITE FOR ANY LITER, DEBRIS, SLASH

OR CONSTRUCTION REFUSE. ALL SUCH DEBRIS SHALL BE DISPOSED OF AT AN AUTHORIZED DISPOSAL FACILITY ON A BI-WEEKLY

BASIS OR MORE FREQUENTLY AS NEEDED.

29. SOIL, DEBRIS AND ALL OTHER STOCKPILE AREAS SHALL BE LOCATED AWAY FROM DRAINAGE INLETS, SWALES AND DITCHES, AND

SHALL BE PROTECTED FROM WIND AND RAIN.

30. CONTRACTOR SHALL REMOVE ALL DEBRIS, TRASH, EQUIPMENT AND MATERIALS FROM THE PROJECT SITE UPON COMPLETION OF

OPERATIONS.

EROSION AND SEDIMENT CONTROL NOTES:

LEGEND

TAMPED BACKFILL

SLOPE DIRECTION

DIRECTION OF FLOW

END STAKE DETAIL

(TOP VIEW)

JOINING SECTION DETAIL (TOP VIEW)

DETAIL A

PLAN SILT FENCE

SECTION A

S L O

P E

FABRIC

SILT FENCE

FABRIC

2"x2"

WOOD

STAKE

FENCE FABRIC

2"x2" WOOD

STAKE

SEE DETAIL A

STAKE A

STAKE B

FABRIC SECTION B

FABRIC SECTION A

FENCE

FABRIC

2"x2" WOOD

STAKE

LEGEND

TAMPED BACKFILL

DIRECTION OF FLOW

DETAIL A

SILT FENCE FABRIC

2"x2"

WOOD

STAKE

SR PMSR AP

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

02/23/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3870

DATE SIGNED: 01/29/2024

WWW.CASQA.ORG

NOTES, LEGEND, &

ABBREVIATIONS

C0.1

SR PM

Checked

SPI Building Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 22792-4

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS - METROPOLITAN

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

REPLACE WATER

TANK #1

Client Agency

01/29/2024

DEPARTMENT OF STATE HOSPITALS

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

F

IL

E C

U s e rs

\O rl a n d o N a je ra \a p p d a ta

\l o c a l\ te m p \A c P u b lis h \2

C

.d w g

D A T E /T

IM

E J a n

:5

P M

JCCA

1. 01/29/24 OSFM RESUBMITTAL

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

PROJECT MANAGER: CHRIS ELLICOCK

EMAIL: CHRIS.ELLICOCK@DGS.CA.GOV

S T U

S U T

AB C D E F G H I J K L M N O P Q R

C B AF E D I H G L K J O N M R Q P

x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

V3

DSH

DSA STAMP

0 1 2 3

RELATIVE BORDER SCALE IN INCHES100% SUBMITTAL

ABBREVIATIONS:

A AREA

AC ASPHALT CONCRETE

APPROXAPPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

BC BEGIN CURVE

BVC BEGIN VERTICAL CURVE

COM. COMMUNICATION WIRING / DUCT BANK

CB CATCH BASIN

CMH COMMUNICATIONS MANHOLE

CO CLEAN OUT

CUP CENTRAL UTILITY PLANT

CY CUBIC YARD

(D) DEMOLISH/REMOVE

DGS DEPARTMENT OF GENERAL SERVICES

DHW DOMESTIC HOT WATER

DIA DIAMETER

DWG(S) DRAWING(S)

(E) EXISTING

E ELECTRICAL

EC END CURVE

ELEC ELECTRICAL

ELEV ELEVATION

EMH ELECTRICAL MANHOLE

ETC ET CETERA

EVC END VERTICAL CURVE

EXH EXHAUST

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FS FINISH SURFACE

FT FOOT/FEET

FW FIRE WATER

G NATURAL GAS

GA GAUGE

GPM GALLON PER MINUTE

HP HIGH POINT

HW HOT WATER

ID INSIDE DIAMETER

INV INVERT

IW IRRIGATION WATER

L LENGTH

LF LINEAL FOOT

LB(S) POUND(S)

LVC LENGTH OF VERTICAL CURVE

TOP OF SLOPE

TOE OF SLOPE

GENERAL NOTES: LEGEND:

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

(N) NEW

NE NORTH EAST

NIC NOT IN CONTRACT

NGS NATIONAL GEODETIC SURVEY

N.O. NORMALLY OPEN

N.C. NORMALLY CLOSED

NW NORTH WEST

OC ON CENTER

OA OUTSIDE DIAMETER

OZ OUNCE

PH PHASE

PP POWER POLE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL CURVE

SCH SCHEDULE

SD STORM DRAIN

SE SOUTH EAST

SF SQUARE FOOT/FEET

SIM SIMILAR

SQ SQUARE

STA STATION

SS SANITARY SEWER OR STAINLESS STEEL

SSMH SANITARY SEWER MANHOLE

SW SOUTH WEST

TC TOP OF CURB

TD TOP OF DITCH

TG TOP OF GRATE

TS TOP OF SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W DOMESTIC WATER / WIDTH

W/ WITH

@ AT

Ø DIAMETER

± APPROXIMATE

0.5

EXISTING/PROTECT IN PLACE KEYNOTE

DEMOLITION KEYNOTE

NEW WORK KEYNOTE

DETAIL

SECTION

POINT OF CONNECTION

POINT OF DISCONNECTION

BOREHOLE

PROPOSED ELEVATION

POWER POLE

UTILITY POLE

GUY WIRE

GATE VALVE - ABOVE GROUND

PIPE CAP

FIRE DEPARTMENT CONNECTION

CONCRETE

EARTH/SOIL

EARTHWORK NOTES:

1. COMPLY WITH ALL THE REQUIREMENTS IN BOTH SPECIFICATIONS AND SOILS REPORT PREPARED BY

CTE DATED OCTOBER 7, 2022.

2. IN THE EVENT OF ANY DISCREPANCY BETWEEN THE DRAWINGS, SOILS REPORT OR SPECIFICATIONS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SUBMIT A WRITTEN REQUEST FOR DIRECTION

ON HOW TO PROCEED.

3. EXCESS EARTHWORK SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR.

4. FINISH GRADES ON SITE SHALL MATCH EXISTING EXCEPT ANY DEPRESSIONS SHALL BE FILLED TO

ENSURE POSITIVE DRAINAGE.

5. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE

PROJECT SITE AT ALL TIMES.

6. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE

TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE

COURSES OR WIND.

7. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED

FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.

8. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH

THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED

STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP

IMMEDIATELY AND DISPOSED OF OFF SITE IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO

THE DRAINAGE SYSTEM.

9. NON-STORM WATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY

SHALL BE CONTAINED AT THE PROJECT SITE.

10. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER

DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL

THEY CAN BE DISPOSED OF AS SOLID WASTE.

11. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO CONTRACTOR

PROVIDED COVERED RECEPTICLES TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL

BY WIND THESE SHALL BE LEGALLY DISPOSED OF, OFF SITE, BY THE CONTRACTOR.

12. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE

TRAFFIC.THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT

SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE

SWEPT UP IMMIDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.

13. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO

INHIBIT EROSION BY WIND AND WATER.

14. ALL GRADING SHALL CONFORM TO CHAPTER 18A AND APPENDIX J OF THE CURRENT EDITION OF

THE CALIFORNIA BUILDING CODE (CBC).

15. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL, DUST CONTROL, AND TEMPORARY

DRAINAGE CONTROL DURING GRADING OPERATIONS.

AC PAVING / PATCHBACK

(E)

(F)

(G)

(OH)

(SS)

(SD)

(W)

(E) ELECTRICAL LINE

(E) FIRE WATER LINE

(E) NATURAL GAS LINE

(E) OVERHEAD LINE

(E) STORM DRAIN LINE

(E) SANITARY SEWER LINE

(E) POTABLE WATER LINE

(E)

(F)

(NG)

(OH)

(SS)

(D)

(W)

ELECTRICAL LINE TO BE REMOVED

FIRE WATER LINE TO BE REMOVED

NATURAL GAS LINE TO BE REMOVED

OVERHEAD LINE TO BE REMOVED

STORM DRAIN LINE TO BE REMOVED

SANITARY SEWER LINE TO BE REMOVED

WATER LINE TO BE REMOVED

E

D

W

(N) ELECTRICAL LINE

(N) STORM DRAIN LINE

(N) POTABLE WATER LINE

FIRE HYDRANT

POST INDICATOR VALVE

BACKFLOW PREVENTER

C1.0

C1.0

N NORTH ARROW

PHASE 1: PREPARE TANK #2 FOR TEMPORARY POTABLE WATER STORAGE.

1.1. CURRENTLY TANK #2 IS NOT IN SERVICE. THE STATE WILL DRAIN THE

TANK TO APPROXIMATELY 12” ABOVE FLOOR LEVEL PRIOR TO THE

CONTRACTOR STARTING WORK.

1.2. THE CONTRACTOR SHALL CLEAN (INCLUDING REMOVING SEDIMENT

FROM FLOOR) ALL SURFACES ON THE TANK INTERIOR. THOROUGHLY

FLUSH AND DISINFECT THE TANK TO MEET POTABLE WATER STORAGE

REQUIREMENTS.

1.3. DISCONNECT AND CAP ABANDONED INLET PIPE WHERE IT CONNECTS

TO CURRENT FILL PIPE, ABOVE GROUND, ADJACENT TO TANK #2.

1.4. FLUSH AND DISINFECT INLET PIPE TO MEET POTABLE WATER

TRANSMISSION REQUIREMENTS.

1.5. REPLACE EXISTING ELECTRIC ACTUATED BUTTERFLY VALVE ON INLET

PIPE WITH NEW TO MATCH EXISTING. PROVIDE NEW LEVEL CONTROLS

PER ELECTRICAL DRAWINGS. TEST AND COMMISSION NEW CONTROLS,

ACTUATOR AND BUTTERFLY VALVE TO ENSURE PROPER OPERATION.

1.6. INSTALL NEW UNDERGROUND GATE VALVE ON OUTLET PIPE ADJACENT

TO EXISTING SHUT OFF VALVE OUTSIDE PUMPHOUSE. EXISTING VALVE

IS FROZEN IN CLOSED POSITION.

1.7. FLUSH AND DISINFECT OUTLET PIPE UP TO NEW GATE VALVE TO MEET

POTABLE WATER TRANSMISSION REQUIREMENTS.

1.8. PHASE 1 MUST BE COMPLETE PRIOR TO STARTING PHASE 5.

PHASE 2: PROVIDE TEMPORARY BY-PASS ON WEST SIDE OF PUMPHOUSE TO

PROVIDE UNINTERRUPTED WATER SERVICE TO CAMPUS.

2.1 HOT TAP EXISTING PIPES TO INSTALL CROSS CONNECTION FROM

UTILITY SUPPLY 10” LINE TO SITE DISTRIBUTION 10” AND 6”

LINES. MAINTAIN VALVES ON CROSS CONNECTIONS IN CLOSED

POSITION.

2.2 PHASE 2 MUST BE COMPLETE PRIOR TO STARTING PHASE 3.

PHASE 3: REMOVE TANK #1 FROM SERVICE.

3.1 SHUT OFF TANK FILL BY CLOSING VALVE IN PUMPHOUSE.

3.2 CONTINUOUSLY MONITOR THE WATER TANK LEVEL IN TANK #1. WHEN

EMPTY, OPEN TEMPORARY BYPASS VALVES ON WEST SIDE OF

PUMPHOUSE. ENSURE NO LOSS OF WATER SERVICE TO THE CAMPUS.

3.3 INSTALL LINE STOPS ON THE PUMPHOUSE SIDE OF THE TEMPORARY

BYPASSES (PHASE 2) ON THE 10" SUPPLY, 10” DISTRIBUTION AND 6”

DISTRIBUTION PIPES.

3.4 CUT AND CAP 8” PIPE ON STANDPIPE SIDE OF TEE TO TANK #2

3.5 PHASE 3 MUST BE COMPLETE PRIOR TO STARTING PHASE 4.

PHASE 4: REPLACE ALL VALVES AND PIPING IN AND ADJACENT TO PUMPHOUSE.

4.1 DRAIN ALL PIPING ON PUMPHOUSE SIDE OF LINE STOPS.

4.2 REMOVE OLD EXISTING VALVES ON PIPELINES FROM TANK#1 AND

TANK #2 ADJACENT TO NORTHEAST CORNER OF PUMPHOUSE. REMOVE

OLD PIPING AND VALVE FROM TANK#1 AND FROM NEW VALVE (PHASE 1)

ON LINE FROM TANK #2. LIMIT OF PIPE REMOVAL SHALL BE AS SHOWN

ON THE MECHANICAL DRAWINGS. INSTALL NEW PIPE TO REPLACE THAT

REMOVED INCLUDING TEE OUTSIDE PUMPHOUSE. CONNECT TO PHASE 1

VALVE ON PIPE FROM TANK #2. LEAVE VALVE FOR FUTURE

CONNECTION TO TANK #1 IN CLOSED POSITION AND PROVIDE THRUST

RESTRAINT.

4.3 REPLACE ALL VALVES AND PIPING AS SHOWN INSIDE AND ADJACENT

TO PUMPHOUSE.

4.4 REPLACE 10” TANK FILL LINE FROM PUMPHOUSE TO TEE AT TANK

#1/TANK #2 FILL PIPE AS SHOWN.

4.5 TEST, FLUSH AND DISINFECT ALL NEW PIPING.

4.6 PHASE 4 MUST BE COMPLETE PRIOR TO STARTING PHASE 5.

NOTE: CONTRACTOR SHALL MINIMIZE THE DURATION OF PHASES 3, 4 AND 5

WORK SINCE THERE WILL BE NO ONSITE WATER STORAGE DURING

THIS TIME. ENSURE ALL MATERIAL REQUIRED FOR THESE

PHASES IS ON SITE PRIOR TO STARTING THE WORK. SUBMIT A

SEPARATE SCHEDULE FOR APPROVAL 10 WORKING DAYS PRIOR TO

STARTING PHASE 3.

MAXIMUM DURATION OF PHASES 3, 4 AND 5 SHALL NOT EXCEED TWO (2)

WEEKS.

PHASE 5: BRING TEMPORARY POTABLE WATER STORAGE TANK (TANK #2) INTO

SERVICE.

5.1 REMOVE THE LINE STOPS ON THE 3 PIPES WEST OF THE PUMPHOUSE.

5.2 OPEN THE VALVE ON THE FILL LINE TO TANK #2. THIS SHALL BE DONE

IN THE LATE EVENING TO REDUCE PRESSURE LOSS TO THE CAMPUS

DURING FILLING THE TANK.

5.3 WHEN THE TANK IS AT LEAST 75% FULL, OPEN THE VALVE TO THE

PUMPHOUSE ON THE SUPPLY LINE FROM TANK #2. MAKE SURE PIPES

ARE FULLY CHARGED AND ALL AIR IS REMOVED FROM THE SYSTEM.

CLOSE THE VALVES ON THE TEMPORARY BYPASS AND BRING THE

PUMPS BACK INTO SERVICE. SYSTEM SHALL OPERATE THE SAME AS

PRIOR TO START OF WORK EXCEPT WATER SUPPLY TO THE PUMPS

SHALL BE FROM TANK #2 INSTEAD OF TANK #1.

5.4 PHASE 5 MUST BE COMPLETE PRIOR TO STARTING PHASE 6.

PHASE 6: CONSTRUCT NEW TANK #1 AND REPLACE PUMPS.

6.1 DEMOLISH AND REMOVE TANK #1 INCLUDING FOUNDATION,

CONTROLS AND PIPING AS SHOWN.

6.2 CONSTRUCT NEW TANK, PIPING, VALVES, AND CONTROLS AS SHOWN.

6.3 REPLACE EXISTING PUMPS, VFD'S AND CONTROLS IN THE SEQUENCE

SHOWN ON THE MECHANICAL DRAWINGS. ONLY ONE PUMP SHALL BE

OUT OF SERVICE AT ANY ONE TIME.

6.4 INSTALL NEW CHLORINATION SYSTEM AND RECIRCULATING PUMP IN

TANK.

6.5 TEST, FLUSH, DISINFECT NEW TANK, PIPING ETC.

6.6 CLOSE VALVE ON FILL LINE TO TANK #2 AND OPEN VALVE ON FILL LINE

TO TANK #1.

6.7 CONTINUOUSLY MONITOR THE LEVEL OF TANK #2. WHEN IT IS EMPTY,

OPEN THE VALVE FROM TANK #1 AND CLOSE THE VALVE FROM TANK #2

OUTSIDE THE NORTHEAST CORNER OF THE PUMPHOUSE.

PHASING GENERAL NOTES:

(RW) (E) RECLAIMED WATER LINE

BURIED GATE VALVE

1. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING

UTILITIES AND FOR THE PROTECTION OF AND REPAIR OF ANY DAMAGE TO THEM DURING

CONSTRUCTION.

2. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY-ACCEPTED CONSTRUCTION

PRACTICES, CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY, THAT THIS RESPONSIBILITY SHALL BE MADE TO APPLY CONTINUOUSLY

AND NOT LIMITED TO NORMAL WORKING HOURS. CONTRACTOR SHALL ALSO COMPLY WITH CAL

OSHA.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL SURVEY MONUMENTS. ANY SURVEY

MONUMENTS DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN TEMPORARY

CONSTRUCTION FENCE, SIGNS, BRIDGES, BARRICADES, FLAGMEN, AND OTHER FACILITIES TO

ADEQUATELY SAFEGUARD PERSONNEL AND WORK, AND TO PROVIDE FOR THE PROPER ROUTING OF

VEHICULAR AND PEDESTRIAN TRAFFIC. CONTRACTOR SHALL PROVIDE TRAFFIC PLAN TO SHOW

MAINTAINING ACCESS ON ALL SITE ROADS AND DRIVEWAYS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR ALL WORK

THROUGHOUT THE COURSE OF CONSTRUCTION. SUCH DRAWINGS SHALL RECORD THE LOCATION

AND GRADE OF ALL UNDERGROUND IMPROVEMENTS CONSTRUCTED AND SHALL BE DELIVERED TO

THE CONSTRUCTION INSPECTOR PRIOR TO, AND IN CONSIDERATION OF, STATE REPRESENTATIVE'S

ACCEPTANCE OF WORK.

6. EXISTING UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN LOCATED FROM VARIOUS SOURCES

OF VARYING RELIABILITY, INCLUDING SURFACE EVIDENCE AND AVAILABLE RECORDS, AND UTILITY

LOCATING. THIS INFORMATION IS SHOWN FOR INFORMATION ONLY. PRIOR TO COMMENCING

CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND VERIFY THE

LOCATIONS OF ALL SUBSURFACE FACILITIES AND UTILITIES AND, WHERE SUCH FACILITIES ARE

AFFECTED BY THE WORK, TO EXPOSE THESE SO THAT THEY MAY BE ACCURATELY LOCATED BY

SURVEY AND HAVE THE PLANS REVISED IF NECESSARY. NOTIFY THE STATE REPRESENTATIVE AND

ENGINEER IN ADVANCE OF ALL TRENCHING AND WORK AFFECTING EXISTING UNDERGROUND

FACILITIES.

7. CONTRACTOR TO COORDINATE WITH THE STATE REPRESENTATIVE FOR USE OF, OR CONNECTION

TO, WATER AND ANY OTHER UTILITIES DURING CONSTRUCTION. CONTRACTOR SHALL HIRE

QUALIFIED PROFESSIONALS REQUIRED TO OBTAIN THE PERMITS, AND BE RESPONSIBLE FOR

PAYMENT OF ANY FEES REQUIRED AND TO OBTAIN ANY REQUIRED PERMITS TO CONNECT TO AND

USE EXISTING UTILITIES DURING CONSTRUCTION.

NOTE: SEE DEMOLITION AND SITE PLANS FOR DETAILS OF THE WORK DESCRIBED BELOW.

APSR

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

02/23/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3870

6" TO CUP

ABANDONED WATER

SOFTENER BUILDING

POTABLE WATER

STANDPIPE

1"C. WITH 3#10

(480V, 40A CKT.)

CAPPED

(E) ABANDONED 8"

NON-POTABLE

WATER LINE

6" DRAIN

8"

TANK FILL

LINE

10" TANK

DRAIN OVERFLOW

8"

10" 10"

(ABANDONED)

EXISTING TANK #2 NON-POTABLE WATER

80' DIA., 22' HIGH, 750,000 GAL. CAPACITY

BUILT IN 1964

EXISTING TANK #1 POTABLE WATER

80' DIA., 22' HIGH, 750,000 GAL. CAPACITY

BUILT IN 1957

10" TANK

DRAIN

OVERFLOW

ABANDONED

INJECTION PIPE

10"

EMERG.

PUMP

POTABLE WATER

PUMPHOUSE

XFRMR

10"

METER VAULT

IRRIGATION

PUMPHOUSE

10"

6"

10" C.I.

8" STL.

N O N -P

O

TA

BL

E W

AT

ER

PU

M

PH

O U

SE

EMERGENCY NON-POTABLE

WATER PUMP

10" 6"

10"

POTABLE WATER SUPPLY

FROM GOLDEN STATE WATER

ELEC.

GND

RECLAIMED WATER SUPPLY

FROM GOLDEN STATE WATER

7 8

4.1

6.2

4.1

ELEC.

PUMP6.2

ELEC.

PUMP

6.2

ELEC.

PUMP

6.2

4.1

4.1

4.1

4.1

5 4.2

4.310"

6.6

64.2

6.1

6.3

6.6 4.2

6.4

4 2

6.5

6.5

6.3

6.6

XFRMR

1 1.3

1.1

1.2

4 5

6.7 6.38 10

3.1

4.2

3.2

66.6

4.3

2.1

12TYP.

TO SITE

DISTRIBUTIONTO SITE

DISTRIBUTION

3.2

(W) (W) (W)

(W)

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 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 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)

(W

(W

(W

(W

(E

(E

(E

(E)

(RW) (RW) (RW) (RW) (RW) (RW)

(W

(W

(W

(D

(D

(D

(D

(D

(D

(D

(W

(W

(W

(W

(W) (W) (W) (W) (W)

(W

(W) (W)

(W

(W

(W

(W

(W

(W

(W

(W) (W) (W) (W) (W) (W)

(W)

(E

(E

(E)

(E

(E

(RW)

(R W

(R

W

(R W

(R

W

(R W

(R

W

(RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW)

(UNK)

(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) (E)

(E)

(E

(E

(E

(E

(E

(E

(E

(W

(W

(W

(W

(W)(W) (W)(W) (W)(W)

(W

(W

(RW) (RW)

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(W) (W) (W)

(W)(W) (W)

(W

(W

(W

(W

(E) (E) (E) (E) (E) (E) (E) (E)

(E)

(E)

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(RW)

(RW)

(W) (W) (W)

(W

(E

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(W

(W) (W) (W) (W) (W) (W) (W)

N .C

N .C

N .C

N .O

N .O

N .O

(E) (D)

(D)

(D)

(D)

(D)

P.P. P.P.

N .C

N.C.

N.C.

N.O.

(W

(W

(W

(W

X

(W

PH.4

TYP.

PH.4

PH.6

6.3

FIRE PUMP HOUSE 1

TO BE DEMOLISHED

(CURRENTLY NOT IN SERVICE)

DEMOLITION SITE

PLAN

C1.1

DEMOLITION SITE PLAN

SCALE:

DEMOLITION KEYNOTES:

DRAIN AND DISPOSE OF WATER IN FILL PIPE.

CUT AND CAP "Y" FITTING AT ABANDONED 10" PIPE

FROM UNDERGROUND.

DEMOLISH EXISTING BUTTERFLY VALVE

ACTUATOR.

1.1

Checked

SPI Building Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 22792-4

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS - METROPOLITAN

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

REPLACE WATER

TANK #1

Client Agency

01/29/2024

DEPARTMENT OF STATE HOSPITALS

JCCA

385 VAN NESS AVENUE, SUITE 208

ASSOCIATES, INC.

J.C. CHANG &

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-7644

FAX (310) 212-5272

F

IL

E L \2

-4

R e p la c e W a te r T a n k

D

S H

-M \C

A D

\2 C

.d w g

D A T E /T

IM

E J a n

:5

P M

JCCA

1. 01/29/24 OSFM RESUBMITTAL

707 Third Street, Suite 4-105

Architecture & Engineering Sections

Project Management & Development Branch Real Estate Services Division

State of California

West Sacramento, California 95605

Department of General Services

PROJECT MANAGER: CHRIS ELLICOCK

EMAIL: CHRIS.ELLICOCK@DGS.CA.GOV

S T U

S U T

AB C D E F G H I J K L M N O P Q R

C B AF E D I H G L K J O N M R Q P

x

C o p y ri g h t

C a lif o rn ia D e p a rt m e n t o f G e n e ra l S e rv ic e s R e a l E s ta te S e rv ic e s D iv is io n

V3

DSH

DSA STAMP

0 1 2 3

RELATIVE BORDER SCALE IN INCHES100% SUBMITTAL

N

BUTTERFLY ACTUATOR FOR TANK INLET,

CONTROLLED BY LEVEL SENSOR IN TANK #2.

ABANDONED CLA-VALVE FOR TANK INLET CONTROL

TO REMAIN.

SUMP AND SUMP PUMP IN PIT.

CONNECTION OFF 8" STANDPIPE SUPPLY TO TANK #2

FILL LINE TO REMAIN.

VALVE IS STUCK IN THE CLOSED POSITION.

VALVE IS STUCK IN THE OPEN POSITION.

NOTE: SEE PHASING GENERAL NOTES ON C0.1 FOR THE ORDER IN WHICH THE WORK IS TO BE

PERFORMED AND FOR ADDITIONAL REQUIREMENTS.

PHASE 1.

REMOVE PORTION OF CHAIN LINK FENCE AS

REQUIRED TO INSTALL TEMPORARY BYPASS.

2.1

PHASE 2.

CUT AND CAP 8" TANK #1 FILL LINE IMMEDIATELY

AFTER TEE FOR TANK #2 FILL LINE.

ABANDON EXISTING WATER PIPE IN PLACE.

3.1

PHASE 3.

DEMOLISH EXISTING VALVES AND PIPING IN

PUMPHOUSE. SEE MECHANICAL DRAWINGS.

DEMOLISH EXISTING UNDERGROUND VALVES.

DEMOLISH UNDERGROUND PIPING.

4.1

PHASE 4.

NO DEMOLITION WORK REQUIRED.

PHASE 5.

DEMOLISH 80' DIAMETER, 22' HIGH STEEL WATER

TANK INCLUDING ALL APPURTENANCES AND

FOUNDATIONS.

REMOVE PUMPS, SEE MECHANICAL DRAWINGS.

DEMOLISH UNDERGROUND WATER/CHLORINE PIPE.

DEMOLISH PORTION OF UNDERGROUND DRAIN

PIPE INCLUDING VALVES.

DEMOLISH PIPING, SHUT OFF VALVES AND

CLA-VALVE IN VALVE PIT.

DEMOLISH CONDUIT AND WIRING FOR POWER AND

CONTROLS TO TANK #1 AND #2. REMOVE BACK TO

SOURCE. SEE ELECTRICAL AND CONTROL NOTE

ON SHEET C0.1.

APPROXIMATE LIMIT OF DEMOLITION. CAP PIPE TO

REMAIN.

6.1

PHASE 6.1.2

1.3

4.2

4.3

6.2

6.3

6.4

6.5

6.6

6.7

EXISTING FIRE PUMPS AND PUMPHOUSE.

VALVE VAULT INCLUDING CONCRETE WALLS, FLOOR AND

METAL GRATING.

CHAIN LINK FENCE AND GATES.

TREE/SHRUB.

ELECTRICAL/CONTROL CONDUIT AND WIRING. SEE

ELECTRICAL AND CONTROL NOTES ON SHEET E0.1.

TANK #2 INCLUDING APPURTENANCES, PIPING LEVEL

CONTROLS, AND POWER/CONTROL CONDUITS. SEE

ELECTRICAL AND CONTROL NOTE ON SHEET E0.1.

ELECTRICAL TRANSFORMER.

WATER PIPING.

SUMP PUMP, CONTROL AND POWER SUPPLY.

DRAIN PIPE.

PUMP AND ASSOCIATED PIPING.

SHUT OFF VALVE.

PROTECT IN PLACE KEYNOTES: EXISTING CONDITIONS

KEYNOTES:NOTES:1. ALL ITEMS NOTED TO BE PROTECTED IN PLACE, IF DAMAGED

OR IF REMOVED BY THE CONTRACTOR TO FACILITATE

CONSTRUCTION SHALL BE REPLACED TO MATCH EXISTING

AT NO ADDITIONAL COST TO THE STATE.

2. ALL ITEMS NOT SPECIFICALLY NOTED TO BE REMOVED

SHALL BE PROTECTED IN PLACE OR REPLACED TO MATCH

EXISTING AT NO ADDITIONAL COST TO THE STATE

3.2

1. THE EXISTING CHAIN LINK FENCE IS NOMINALLY 6' HIGH AND

SHALL REMAIN IN PLACE UNLESS REMOVAL IS REQUIRED TO

COMPLETE THE WORK.

2. THE EXISTING PERIMETER FENCE SHALL SERVE AS THE

CONSTRUCTION FENCE AND ALL EQUIPMENT AND MATERIAL

STORAGE SHALL BE INSIDE THE FENCE.

3. WHERE FENCE REMOVAL IS SHOWN OR OTHERWISE

REQUIRED, CONTRACTOR SHALL CONSTRUCT TEMPORARY

FENCE TO MATCH EXISTING TO MAINTAIN A SECURE

PERIMETER AROUND THE CONSTRUCTION SITE.

4. REMOVE TEMPORARY FENCE AND RESTORE EXISTING

FENCE AT THE END OF CONSTRUCTION.

5. ALL FENCE WORK WILL BE INCLUDED IN THE CONTRACTORS

BID PRICE FOR THE PROJECT.

CONSTRUCTION / TEMPORARY FENCE

SR PMSR AP

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

02/23/24

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-3870

EXISTING 80' DIA., 22' HIGH, 750,000 GAL. CAPACITY

POTABLE WATER

PUMPHOUSE

XFRMR

IRRIGATION

PUMPHOUSE

N O N -P

O

TA

BL

E W

AT

ER

PU

M

PH

O U

SE

XFRMR

TANK #1

NEW 80' DIA., 1,000,000 GAL. CAPACITY

TYP.

1.3

1.1

6.1

6.4

6.3

1.2

4.5

4.6

6.3

6.13

6.18

6.9

6.8

4.16.3

4.6

1.4

6.7

6.6

1.1

4.4

4.3

6.2

3.1 5.1

2.1

6.12

PHASE 6 TO PHASE 4

6.11

10"

6.10

E

E

E

E

E

E E E E E E E E E E

(W) (W) (W)

(W)

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 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 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)

(W

(W

(W

(W

(E

(E

(E)

(RW) (RW) (RW) (RW) (RW) (RW)

(D

(D

(D

(D

(D

(D

(D

(W

(W

(W

(W

(W) (W) (W) (W)

(W) (W)

(W

(W

(W

(W

(W

(W

(W

(W) (W) (W) (W) (W)

(W)

(E

(E

(E

(E

(E

(RW)

(R

W

(R W

(R

W

(R W

(R

W

(R W

(RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW) (RW)

(UNK)

(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

(W

(W

(W

(W

(W)(W) (W) (W) (W)(W)

(W

(W

(RW) (RW)

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(W)(W)(W)

(W

(W

(W

(W

(E) (E) (E) (E) (E) (E) (E) (E)

(E)

(E)

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(RW)

(RW)

(W) (W) (W)

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(R W

(R

W

(W

(W) (W) (W) (W) (W) (W) (W)

N .O

N .O

(E) (D)

(D)

(D)

(D)

(D)

P.P. P.P.

N.C.

N.C.

N.O.

W

N.C.

N.C.

N.O.

C

C

D

D D

W

W

10"Ø

10"Ø

6.14

6.36"

4.2

6"Ø

10"Ø10"Ø

1.1

PH. 4

PH. 4

1.1

EX

IS

TI

N G

3.2

TYP.

6.5 8" N.C.

6.5 10" N.0.

6.17

4.3

TYP.

5.1 6.15

6.16

6.19

6.20

6.21

6"Ø

6.2

4.3

NEW WORK

SITE PLAN