24-30649-000_-_A-1_(U_Mod_Approved_Drawings).pdf

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

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

STOP

3102 E. HIGHLAND AVE, PATTON, CALIFORNIA 92369

DSH-PATTON

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

FIRE SAFETY DURING CONSTRUCTION OF THE 2022 CALIFORNIA FIRE CODE.

FIRE SAFETY DURING CONSTRUCTION

PROJECT INFORMATION

DRAWING INDEX

GENERAL

T0.1 TITLE SHEET

T0.2 FIRE ACCESS SITE PLAN

T0.3 STATE FIRE MARSHAL TRIAGE LIST

T0.4 BUILDING INFORMATION

T0.5 DSA 1-AMM

CIVIL

C0.1 CIVIL COVER SHEET

C0.2 OVERALL SITE PLAN

C1.1 DEMOLITION PLAN

C2.1 SITE PLAN

C3.1 UTILITY PLAN

C4.1 GRADING PLAN

C8.1 CIVIL DETAILS

ARCHITECTURAL

A2.1 MODULAR TRAILER MB-U FLOOR PLAN

A3.1 ACCESSIBILITY REQUIREMENTS DETAILS

A3.2 ACCESSIBILITY REQUIREMENTS DETAILS

A4.1 ENLARGED FLOOR PLANS AND ELEVATIONS

STRUCTURAL

S0.1 STRUCTURAL NOTES, STRUCTURAL DETAILS, & FOUNDATION PLAN

ELECTRICAL

E0.1 ELECTRICAL COVER SHEET

E0.2 ELECTRICAL SINGLE LINE DIAGRAM

E0.3 OVERALL SITE PLAN

E0.4 ELECTRICAL DEMOLITION SITE PLAN

E0.5 ELECTRICAL NEW WORK SITE PLAN

E2.1 MODULAR TRAILER MB-U COMMUNICATIONS FLOOR PLAN

E2.2 ELECTRICAL BLDG U FIRST FLOOR DEMO & NEW WORK PLAN

E3.1 ELECTRICAL DETAILS

E5.1 ELECTRICAL SPECIFICATION NOTES

REFERENCE

RE1 STAIR/RAMP PRE-APPROVED REFERENCE DRAWING

RE2 STAIR/RAMP PRE-APPROVED REFERENCE DRAWING

RE3 STAIR/RAMP PRE-APPROVED REFERENCE DRAWING

RE4 STAIR/RAMP PRE-APPROVED REFERENCE DRAWING

RE5 STAIR/RAMP PRE-APPROVED REFERENCE DRAWING

RE6 STAIR/RAMP PRE-APPROVED REFERENCE DRAWING

RE7 STAIR/RAMP PRE-APPROVED REFERENCE DRAWING

RE8 STAIR/RAMP PRE-APPROVED REFERENCE DRAWING

TOTAL: 34 SHEETS

TITLE SHEET

T0.1

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.

(2021 INTERNATIONAL BUILDING CODE & 2022 CALIFORNIA AMENDMENTS)

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

(2021 NATIONAL ELECTRICAL CODE AND 2022 CALIFORNIA AMENDMENTS)

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

(2021 UNIFORM MECHANICAL CODE AND 2022 CALIFORNIA AMENDMENTS)

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

(2021 UNIFORM PLUMBING CODE AND 2019 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.

(2021 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 24 PRIVATE FIRE MAINS (CA AMENDED) 2019 EDITION

2. NFPA 72 NATIONAL FIRE ALARM CODE (CA AMENDED) 2022 EDITION

3. 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

CIVIL SCOPE:

1. DEMOLITION AND REMOVAL OF PAVING.

2. REMOVE (E) FOUNDATION AND PREPARE FOR NEW (24' X 60' OFFICE)

TRAILER INSTALLATION.

3. PROVIDE ROUGH AND FINISH GRADING BASED ON CONTRACTOR

DETERMINED EARTHWORK VOLUMES.

4. PROVIDE UNDERGROUND DOMESTIC WATER AND SANITARY SEWER

SERVICE TO TRAILER.

5. LOCATE TEMPORARY TRAILER AT LOCATION SHOWN.

6. PROVIDE ACCESSIBLE LOADING AREA.

7. PROVIDE PATH OF TRAVEL FROM ACCESSIBLE LOADING AREA TO THE

TEMPORARY TRAILER.

8. FINISH FLOOR ELEVATIONS AND RAMP ELEVATIONS TO BE AS SHOWN.

STRUCTURAL SCOPE:

1. PROVIDE CONCRETE SLAB FOUNDATION FOR TEMPORARY TRAILER.

ELECTRICAL SCOPE:

1. PROVIDE POWER TO MB-U.

2. PROVIDE 12C SINGLE MODE FIBER OPTIC TO MB-U.

3. PROVIDE IDF.

4. PROVIDE WIRELESS ACCESS POINTS.

5. PROVIDE RJ-45 PORTS AND CAT6 BACKBOXES.

PROJECT'S MAJOR MILESTONES:

A. PROJECT MOBILIZATION.

B. SITE PREPARATION: UTILITY CONNECTIONS.

C. CONSTRUCT TEMPORARY TRAILER MAT FOUNDATION.

D. TRAILER INSTALLATION AND UTILITY TIE-INS.

PROJECT MILESTONES

SCOPE OF WORKVICINITY MAP SITE PLAN

PROJECT LOCATION

PACIFIC ST

MIRADA RD

A R D

E N

A V E

V

IC

T O

R

IA

A V E

O R A N

G E A

V E

P A L M

A V E

E HIGHLAND AVE

P A L M

A V E

A R

D E N

A V E

N NPROJECT LOCATION

OSFM PERMIT NUMBER: 23-S-6637-C

PREPARED BY:

J.C. CHANG & ASSOCIATES, INC.

ENGINEERS, ARCHITECTS AND PLANNERS

385 VAN NESS AVENUE, SUITE 208

TORRANCE, CALIFORNIA 90501

PHONE : (310) 212-7644

ARCHITECT OF RECORD

MYOUNJING KANG

LID. NO. C 37614

EMAIL: Mjkang@jccainc.com PHONE: (310) 212-7644 Ext. 225

CIVIL ENGINEER OF RECORD

JAMES P. REDMOND

LIC. NO. C41062

385 VAN NESS AVE. #208

TORRANCE, CALIFORNIA 90501

STRUCTURAL ENGINEER OF RECORD

ROBERT K. ONISHI

LIC. NO. 3705

14426 S. RAYMOND AVE.

GARDENA, CALIFORNIA 90247

ELECTRICAL ENGINEER OF RECORD

SEVAG AVANESSIAN

LIC. NO. E22793

385 VAN NESS AVE. #208

TORRANCE, CALIFORNIA 90501

V

IC

T O

R

IA

A V E

O R A N

G E A

V E

E HIGHLAND AVE

RN MJVLHA

DEPARTMENT OF STATE HOSPITALS

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

\K O

B E P A \A p p D a ta

\L o c a l\ T e m p \A c P u b lis h \2

T .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

MODULAR TRAILER REPLACEMENT BUILDING MB-U

FIRE APPARATUS ACCESS

UTILITY SHUTDOWNS

HAZMAT NOTE

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

WHEN SCHEDULING ANY TESTS OR INSPECTIONS.

STATE FIRE MARSHAL SPECIAL INSPECTIONS

REFERENCE: 2022 CALIFORNIA FIRE CODE

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

LOCAL FIRE DEPARTMENT.

2. TURNAROUND CAN BE ACCOMPLISHED BY USING EXISTING SITE ROADS. SEE T0.2.

1. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING HAZARDOUS MATERIAL

INCLUDING BUT NOT LIMITED TO ASBESTOS AND LEAD, AND PROVIDING A REPORT

AND ABATEMENT PLAN ACCORDING TO THE CALIFORNIA STANDARD CODE AND

CALOSHA REQUIREMENTS.

1. ALL UTILITY SHUTDOWNS MUST BE COORDINATED WITH FACILITY

OPERATIONS WITH AT LEAST 72 HOURS NOTICE.

MODULAR BUILDING TO BE CALIFORNIA HOUSING COMMUNITY DEVELOPMENT

APPROVED COMMERCIAL MODULAR.

PROVIDE A COPY OF THE HCD APPROVED DRAWINGS AND PERMIT TO THE DEPUTY

STATE FIRE MARSHAL IN THE FIELD.

HOUSING COMMUNITY DEVELOPMENT

PREPARED FOR:

PATTON STATE HOSPITAL

3102 E. HIGHLAND AVE

PATTON, CALIFORNIA 92369

DEPARTMENT OF STATE HOSPITALS

1215 O ST, 2ND FLOOR

SACRAMENTO, CALIFORNIA 95814

JOSHUA KAISER

CHIEF CONSTRUCTION OFFICER

PHONE: (916) 248-0015

KRIS BADKAR

DIRECT CONSTRUCTION SUPERVISOR - II

PHONE: (909) 742-5481

EMAIL: KRISAN.BADKAR@DSH.CA.GOV

GENE LOMBARDO

ASSOCIATE CONSTRUCTION ANALYST

PHONE: (909) 289-4675

GENE.LOMBARDO@DSH.CA.GOV

TONY MALDONADO

CONSTRUCTION MANAGER

PHONE: (951) 733-1714

TONY.MALDONADO@DSH.CA.GOV

EDWARD SOUSA

CHIEF OF PLANT OPERATIONS III

PHONE : (909) 742-5474

EMAIL: EDWARD.SOUSA@DSH.CA.GOV

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

07/31/2024

WEBSTER DRIVE

MILLER

CS-77-CS-79

GB-14

M B-

P

HIGHLAND AVENUE

GB-16

S-13

U

GB-15

G-259

G-258

J

S-1

RILEY ST

S-6

GB-10

CS-8

R

CS-5

O L

IV

E S

T

S-7

CS-70

S-2 S-3

CS-72

S-5

CS-44 -

CS-54 -

CS-71

PATTON

CEMETERY

DATE STREET

MB-30D

G2

R-2

GB-7

GB-18

MB-70A

HIGHLAND

FIRE

DEPT.

294 272

MB-30A

518516 524 525

R-10

R-6

GB-17

R-1

CD

CS-73

G-15

R-15

R-14 G-13

R-13

R-8 G-8

G-19

R-19

G-17 R-18

MB-70F

MB-70B

MB-70C

GB-4

GB-1

GB-13

GB-9

565564

R-11

521 519

R-12

MB-NC

MB-NA

MB-EBB

MB-OA

MB-70E

MB-70D

CORP

YARD

S-1

PUMALO AVE.

S-1

LA

KEVIEW CIRCLE

S-

CIRCLE

DRIVE

M Y R

T L E

D R

EMERALD LANE

C E N

T R

A L

A V E

TA

LL

M

AN

R

OAD

V

IC

T O

R

IA

A V E N

U E

GERICKE

FIELD

GB-12

GB-11

TENNIS

COURT

R-17

MB-O

B

REC

FIELD

GB-6

O R

A N

G E S

T R

E E T

GB-5

GB-3

GB-8

GB-10

R-16

G-16

MB-30C

MB-30B

M

IR

T L E D

R

G-260

O

N 235

T

P

297H

CS-9

CS-10

CS-6

CS-7

S-8

MB-EBC

MB-NB

CS-4

S-4

CS-11-CS-43

CS-47 -

CS-53

GB-2

CS-75

CS-74

MB-EBA

G

CS-46

M

ED BERNATH 243

CS-76

S-9

LANE

S-14

SOLAR

ARRAY

R E A R S

E R V

IC

E

R O A D

P A T T O

N A

V E

C

IR

C L E D

R

O L

IV

E S

T

MB-U

MB-ND

FIRE ACCESS SITE

PLAN

T0.2

SITE ACCESS FROM PUBLIC

RIGHT OF WAY AND USING

EXISTING PAVED ROADS FIRE ACCESS SITE PLAN

NOT TO SCALE N

NEW TRAILER (MB-U) SEE

SHEET T0.4 FOR FIRE

SEPARATION DISTANCE

PROJECT AREA

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H

-P a tt o n \C

A D

\3 B ld g M

B U \2

T .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

(E) FH

CENTRAL

SALLYPORT

SITE ARRIVAL POINT AT

ADMIN WITH ACCESSIBLE

STALLS.

PATH OF

PUBLIC

ACCESS

WEST

SALLYPORT

LEGEND:

FIRE TRUCK ROUTE

(E) FIRE HYDRANT

PATH OF PUBLIC ACCESSGENERAL NOTE:

1. PROPOSED TEMPORARY TRAILER IS LOCATED WITHIN A SECURE TREATMENT

AREA. ALL PERSONS AND VEHICLES SHALL ENTER AND EXIT THROUGH THE

SALLYPORT.

2. PROTECT 20FT FIRE LANES DURING CONSTRUCTION.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

STATE FIRE

MARSHAL TRIAGE

LIST

T0.3

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H

-P a tt o n \C

A D

\3 B ld g M

B U

\2 T .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

ITEM

SUBMITTAL REQUIREMENTS SUBMITTAL RESPONSE REFERENCE

1. GENERAL

SEE FOR SPECIFIC SECTION COMMENTS NOT APPLICABLE

PROVIDE A COMPLETE PLAN REVIEW APPLICATION

SUBMIT PLANS SUFFICIENT SIZE

PROVIDE SITE ADDRESS

PROVIDE NAME OF OWNER AND OCCUPANT

IDENTIFY IF NEW CONSTRUCTION OR T.I

IDENTIFY IF NEW OR EXISTING TENANT SPACE

IDENTIFY IF DEFERRED SUBMITTAL

ADD OSFM FILE NUMBER TO TITLE SHEET

PROJECT IS A PHASED SUBMITTAL

SLIP SHEETS SHALL BE BOUND TO SET

SHEET INDEX

WET STAMP AND SIGN SHEETS

ELECTRONIC SIGNATURE APPROVAL REQUIRED

SCOPE OF WORK

PROVIDE A KEY PLAN COORDINATED TO EACH SHEET

IDENTIFY DEFERRED SUBMITTALS

PROVIDE ADOPTED CODE CYCLE LISTINGS AND STANDARDS

PROVIDE A LEGIBLE SCALE. TYPICALLY 1/8"

PROVIDED WITH SUBMITTAL

FLOOR PLANS ARE 1/8"=1' MINIMUM

3102 EAST HIGHLAND AVENUE, PATTON, CA 92369

OWNER: DEPARTMENT OF STATE HOSPITALS

NEW

NEW

ALL RELEVANT

SHEETS

T0.1

T0.1

OSFM NO. 23-S-6637-C IS NOTED ON THE TITLE SHEET

PROJECT IS NOT PHASED

NOT APPLICABLE

SHEET INDEX IS ON T0.1 T0.1

ELECTRONIC SIGNATURE PROVIDED ON DOCUMENT ALL SHEETS

SCOPE OF WORK IS INCLUDED ON TITLE SHEET T0.1

SITE KEY PLAN IS PROVIDED

N/A -

ADOPTED CODE CYCLE LISTINGS ARE INCLUDED ON TITLE SHEET

ALL FLOOR PLANS ARE 1/8" SCALE MINIMUM.

T0.1

ITEM SUBMITTAL REQUIREMENTS SUBMITTAL RESPONSE REFERENCE

2. ACCESS AND WATER SUPPLY

PROVIDE LOCAL FIRE AUTHORITY APPROVAL LETTER

FIRE DEPARTMENT ACCESS

FIRE DEPARTMENT CONNECTION

FIRE HYDRANTS

FIRE ALARM ANNUNCIATOR

FIRE ALARM CONTROL PANEL

KNOX BOX/KEY SWITCH

ELEVATOR GURNEY ACCOMODATION

PROVIDE A COMPLETE FIRE ACCESS PLAN

OTHER

ALL RELEVANT

SHEETS

ALL RELEVANT

SHEETS

OCCUPANT: DEPARTMENT OF STATE HOSPITALS

ELECTRONIC DOCUMENT SIGNATURE APPROVAL LETTER

PROVIDED ON SITE PLAN

T0.2 & T0.4

T0.2

N/A - BUILDING HAS ONLY 1 LEVEL AND DOES NOT HAVE AN ELEVATOR

ALL BUILDINGS ARE FIRE TRUCK ACCESSIBLE USING EXISTING ROADS

N/A

T0.2

T0.2

PROVIDED ON SITE PLAN

NOT AVAILABLE - USE FIRE HYDRANTS, PLEASE SEE T0.2 & T0.4.

N/A

T0.1

N/A

N/A

N/A

-N/A

PREVIOUSLY

APPROVED

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

51'-2"

BUILDING

INFORMATION

T0.4

NOTES:

*ONE STRUCTURE (MB-U TRAILER)

TYPE V-B CONSTRUCTION PER TABLE 601 CBC 2022

EXTERIOR BEARING WALLS REQUIRED: 0 HR

FLOOR CONSTRUCTION: 0 HR

ROOF CONSTRUCTION: 0 HR.

FIRE SEPARATION DISTANCE PER TABLE 705.5 CBC 2022

OCCUPANCY GROUP B: 0 HR, 10≤ X ˂ 30 (NO ADJACENT BLDG WITHIN 10')

BUILDING INFORMATION

BUILDING

NAME

CONSTRUCTION

TYPE

ACTUAL NUMBER OF

STORIES / (STORIES

ALLOWED CBC 504.4)

ACTUAL

BUILDING AREA

(AREA ALLOWED

CBC 506.2 )

SPRINKLER

COVERAGE

FIRE ALARM

OTHER

PROTECTION

SYSTEM

SMOKE

CONTROL

SYSTEM

OCCUPANT

LOAD

YEAR BUILDING

CONSTRUCTED

SEISMIC

JOINT

OCCUPANCY CLASS

BUILDING

HEIGHT

EMERGENCY

RESPONDER

RADIO

COVERAGE

HIGH FIRE

HAZARD

SEVERITY

ZONE

0 405 FEET20

1" = 20'

BUILDING INFORMATION

SCALE: N

MB-U

TRAILER MB-U 10 NEW NONE YESNONENO NO NO NO V-B B 13' 1,440 SF1/(2)

(E) FH

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H

-P a tt o n \C

A D

\3 B ld g M

B U

\2 T .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

BLDG

U 245

BLDG

U 245

BLDG

U 245

SEPARATED /

NON-SEPARATED

NON-SEPARATED

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

DSA 1-AMM

T0.5

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H

-P a tt o n \C

A D

\3 B ld g M

B U \2

T .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

CIVIL COVER SHEET

C0.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H

-P a tt o n \C

A D

\3 B ld g M

B U \2

C c iv il c o v e r s h e e t.

d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

SR KLKPGK

ABBREVIATIONS LEGEND

DETAIL #

SHEET #

DETAIL

DEMOLITION KEYNOTE

NEW WORK KEYNOTE

POINT OF CONNECTION

POINT OF DISCONNECTION

EXISTING FENCE

TREE

NEW CONCRETE PAVING

NEW ASPHALT PAVING

(E)

(G)

(SD)

(E) ELECTRICAL LINE

(E) NATURAL GAS LINE

(E) STORM DRAIN LINE

(N) WATER LINE

(SS)

(W)

(E) SANITARY SEWER LINE

(E) WATER LINE

(N) SANITARY SEWER LINE

W

FIRE HYDRANT

WATER VALVE

PIPE CAP

NOTES

THRUST BLOCK

DIRECTION OF FLOW

SS

AC

AGG.

APPROX.

BFP

CI

CLR.

CMP

CONC.

DIA.

(D)

DSH

DW

EA.

(E)

EG

EP

EQ.

EOR

FDC

FF

FG

FH

FIN.

FL

FS

FT.

FSR

GB

GS

MAX.

MH

MIN.

N.I.C.

NO.

NOM.

N.T.S.

(N)

O.C.

O.D.

OPNG.

PIV

REQ'D.

RW

SD

SIM.

SPEC.

SQ.

SS

SSCO

TC

THK.

T.O.C.

T.O.G.

TPZ

TW

TYP.

U.N.O.

WT

W/

Ø

ASPHALT CONCRETE

AGGREGATE

APPROXIMATE

BACKFLOW PREVENTER

CAST IRON

CLEAR

CORRUGATED METAL PIPE

CONCRETE

DIAMETER

DEMOLISH/REMOVE

DEPARTMENT OF STATE HOSPITALS

DOMESTIC WATER

EACH

EXISTING

EDGE OF GUTTER

EDGE OF PAVING

EQUAL

ENGINEER OF RECORD

FIRE DEPARTMENT CONNECTION

FINISHED FLOOR

FINISHED GRADE

FIRE HYDRANT

FINISH (ED)

FLOW LINE

FINISH SURFACE ELEVATION

FOOT (FEET)

FINISH SURFACE RAMP

GRADE BREAK

GROUND SURFACE

MAXIMUM

MANHOLE

MINIMUM

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

NEW

ON CENTER

OUTSIDE DIAMETER

OPENING

POST INDICATOR VALVE

REQUIRED

RECLAIMED/RECYCLED WATER

STORM DRAIN

SIMILAR

SPECIFICATION

SQUARE

SANITARY SEWER

SANITARY SEWER CLEAN OUT

TOP OF CURB

THICK (NESS)

TOP OF CONCRETE

TOP OF GRADE

TREE PROTECTION ZONE

TOP OF WALL

TYPICAL

UNLESS NOTED OTHERWISE

WATER (DOMESTIC)

WITH

AND

AT

CENTERLINE

DIAMETER

1. GENERAL

1.1. PROVIDE TRENCH PLATES OVER ALL OPEN TRENCHES AT THE END OF

EACH WORK DAY. THE AMOUNT OF OPEN TRENCH WILL BE KEPT TO A

MINIMUM.

1.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON

THE JOB AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE

PROCEEDING WITH THE WORK.

1.3. NO DEVIATIONS FROM THE DRAWING WITHOUT THE WRITTEN

APPROVAL OF THE ENGINEER. APPROVAL BY THE DSH INSPECTOR

DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR

SPECIFICATIONS.

1.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING THE

MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND

APPROPRIATE SAFETY PRECAUTIONS REQUIRED TO PERFORM THE

WORK.

1.5. DESIGN SOIL PRESSURE IS BASED ON SANDY CLAY , COMPACT WITH AN

ALLOWABLE BEARING PRESSURE OF 1,500 PSF.

1.6. PROVIDE 8' HIGH TEMPORARY FENCING AROUND CONSTRUCTION/ DEMO

SITE TO DIVERT PEDESTRIAN TRAFFIC.

1.7. THE NEW TEMPORARY TRAILER PROPOSED IN THESE PLANS IS

LOCATED WITHIN A SECURE TREATMENT AREA. PUBLIC VISITORS MUST

SCHEDULE THEIR VISIT WITH DSH AND BE ESCORTED THROUGHOUT

THEIR VISIT. PUBLIC VISITORS WILL BE SHUTTLED TO PASSENGER

DROP OFF POINT.

1.8. CONTRACTOR SHALL COORDINATE WITH TRAILER MANUFACTURER AND

TO CONNECT ABOVEGROUND AND UNDERGROUND UTILITIES.

CONTRACTOR TO VERIFY PIPE MATERIAL, SIZE, AND LOCATION WITH

TRAILER MANUFACTURER.

1.9. CONTRACTOR SHALL RETAIN A LICENSED LAND SURVEYOR TO

COMPLETE CONSTRUCTION STAKING OF ALL NEW IMPROVEMENTS

INCLUDING BUT NOT LIMITED TO THE FOUR MODULAR BUILDING

CORNERS, PAD, UTILITIES, PAVEMENTS, ETC. SURVEYOR SHALL

CERTIFY FINISHED GRADES ARE IN ACCORDANCE WITH THE GRADING

PLAN.

2. STANDARDS

2.1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST

EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION "GREENBOOK".

2.2. WHERE NO SPECIFIC DETAIL IS PROVIDED, THE CONSTRUCTION SHALL

BE IN ACCORDANCE WITH THAT INDICATED FOR SIMILAR

CONSTRUCTION ON THE PROJECT.

3. EXISTING UNDERGROUND UTILITIES

3.1. THE EXISTING CONDITIONS OF BELOW GROUND PIPING AND UTILITIES

SUCH AS GAS MAINS, WATER MAINS, SANITARY SEWERS, POWER AND

COMMUNICATIONS CONDUITS AND OTHER UTILITIES ARE TAKEN FROM

EXISTING RECORD DRAWINGS AND VERIFIED BY FIELD OBSERVATION. THE

LOCATION OF THESE UTILITIES IS APPROXIMATE ONLY. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION

AND DEPTH OF BELOW GROUND PIPING AND UTILITIES IN THE IMMEDIATE

VICINITY OF SUBSURFACE WORK, WHETHER SHOWN ON THE DRAWINGS

OR NOT. CONTRACTOR SHALL RETAIN THE SERVICES OF AN

UNDERGROUND UTILITY LOCATING COMPANY. UTILIZE GROUND

PENETRATING RADAR AND OTHER UTILITY LOCATING DEVICES TO

DETERMINE THE LOCATION AND DEPTH OF ALL UNDERGROUND

IMPROVEMENTS WITHIN APPROXIMATELY 20' OF ALL NEW WORK. PAINT

MARK ALL UTILITY LOCATIONS ON THE PAVEMENT SURFACE. THIS TASK

SHALL BE COMPLETED PRIOR TO ANY EXCAVATING.

3.2. PRIOR TO STARTING TRENCHING, POTHOLE TO VERIFY THE DEPTH OF

EXISTING PIPES WHICH ARE TO JOIN OR CROSS NEW PIPING OR

CONDUITS.ADJUST DEPTH OF NEW PIPE CONDUIT AS REQUIRED TO

CROSS EXISTING UTILITIES. NOTIFY ENGINEER OF ANY DISCREPANCIES

OR INTERFERENCES PRIOR TO LAYING ANY PIPE.

3.3. PRIOR TO STARTING TRENCHING, COORDINATE WITH FACILITY

OPERATIONS TO VERIFY LOCATION AND WORKING CONDITION OF THE

ASSOCIATED WATER VALVES WHICH NEED TO BE EXERCISED DUE TO

THE WATER SHUTDOWN ASSOCIATED WITH THE SCOPE OF WORK.

NOTIFY FACILITY OPERATIONS IF THERE ARE ANY DISCREPANCIES

WITH THE VALVES.

4. UTILITY OUT OF SERVICE

4.1. EXISTING UTILITIES SHALL NOT BE REMOVED FROM SERVICE WITHOUT

THE PRIOR WRITTEN CONSENT OF DSH. SUBMIT THE OUT OF SERVICE

REQUEST IN WRITING, DETAILING THE TIME AND DURATION. 4 HOUR

MAXIMUM SHUTDOWN, VERIFY WITH DSH. PROVIDE TEMPORARY

BYPASS.

5. STAGING AREA

5.1. COORDINATE STAGING AREA LOCATION WITH DSH. STAGING AREA TO

BE LOCATED OUTSIDE SECURE TREATMENT AREA AT FACILITY

OPERATIONS LAY DOWN YARD. PROVIDE TEMPORARY 5' HIGH CHAIN

LINK FENCE AROUND THE AREA, VERIFY WITH DSH.

5.2. CLEAN UP AND RESTORE THE AREA TO MATCH EXISTING AT THE

CONCLUSION OF THE PROJECT.

6. TRENCHING AND GRADING

6.1. ALL GRADING SHALL CONFORM TO CHAPTER 19A AND APPENDIX J OF

THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE.

6.2. EXCESS EARTHWORK SHALL BE REMOVED FROM DSH PROPERTY AND

LEGALLY DISPOSED OF, UNLESS OTHER ARRANGEMENTS ARE

APPROVED BY DSH.

6.3. ALL DEMOLISHED ITEMS INCLUDING PAVING SHALL BE REMOVED FROM DSH

PROPERTY AND LEGALLY DISPOSED OF, UNLESS OTHER ARRANGEMENTS

ARE APPROVED BY DSH.

6.4. PIPE INSTALLATION SHALL COMPLY WITH THE SPECIFICATIONS ALSO

COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS.

6.5. ROCKS OR CLODS GREATER THAN 1½" INCHES IN ANY DIMENSION

SHALL NOT BE PERMITTED IN BACKFILL WITHIN 12 INCHES OF PIPE OR

APPURTENANCES.

6.6. BACKFILL SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY IN 8

INCH LIFTS.

6.7. OWNER SHALL EMPLOY THE SERVICES OF AN APPROVED SOILS

TESTING COMPANY TO TEST THE COMPACTION OF THE BACKFILL. A

MINIMUM OF 2 TESTS PER LIFT FOR EACH 2,000 SQUARE YARDS OF

BACKFILL PLACED PER DAY.

6.8. CONTRACTOR TO PROVIDE BARRICADES, FLAGMEN, SHORING, TRENCH

PLATING ETC, AS REQUIRED TO MAINTAIN A SAFE JOB SITE. COMPLY

WITH ALL OSHA REQUIREMENTS. SITE SHALL REMAIN OPERATIONAL

DURING CONSTRUCTION. MAINTAIN PEDESTRIAN WALKWAYS AND

VEHICULAR ACCESS FOR DSH PERSONNEL.

6.9. PROVIDE SHORING AS REQUIRED TO STABILIZE SIDES OF

EXCAVATIONS. SHORING MUST BE PROVIDED FOR EXCAVATIONS

DEEPER THAN 5' WHERE WORKERS ARE PRESENT.

6.10. CONTRACTOR SHALL HAND-DIG WITHIN THREE (3) FEET OF ALL

EXISTING UNDERGROUND UTILITIES

6.11. TRENCHING SHALL FOLLOW A PATH TO AVOID EXISTING TREES (AND THEIR

DRIPLINES/ROOT SYSTEMS) WHENEVER POSSIBLE. WHERE THIS IS NOT

POSSIBLE, CONTRACTOR MUST BRING TO ATTENTION OF ENGINEER, OR

AUTHORIZED REPRESENTATIVE AND RECEIVE APPROVAL TO HAND DIG OR

BORE.

6.12. RESTORE ALL SURFACES TO MATCH EXISTING CONDITIONS PRIOR TO THE

START OF WORK.

7. SUBMITTALS

7.1. CONTRACTOR MUST OBTAIN PHOTO PASS TO TAKE PHOTOS OF ALL

AREAS, INCLUDING LANDSCAPING, PRIOR TO DEMOLITION/

CONSTRUCTION. PHOTOS SHALL BE SUBMITTED TO EOR AND DSH

7.2. CONTRACTOR SHALL PROVIDE SUBMITTALS OF ALL MATERIALS PRIOR TO

PURCHASE FOR APPROVAL. AN APPROVED COPY OF ALL SUBMITTALS

MUST BE MAINTAINED AT THE JOBSITE BY THE CONTRACTOR.

7.3. A SUBMITTAL IS REQUIRED FOR ALL EQUIPMENT AND MATERIAL

INCLUDING, PAINT, BEDDING MATERIAL, CONCRETE, ASPHALT

CONCRETE, AGGREGATE BASE, PIPING, VALVES, PULL BOXES, ETC.

7.4. SUBMIT TEST RESULTS SIGNED BY RESPONSIBLE TESTING

AGENCY WITHIN 2 WORKING DAYS OF COMPLETION FOR ALL

REQUIRED TESTS.

7.5. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS ON

THE JOB DURING THE COURSE OF THE WORK. RED MARK ALL

CHANGES IN LAYOUT, ELEVATION OF NEW AND EXISTING

UNDERGROUND UTILITIES, ETC. ON THE DRAWINGS AS THE WORK

PROGRESSES. SUBMIT RED-MARKED SET TO DSH AT THE

COMPLETION OF THE JOB.

8. CLEAN UP

8.1. CONTRACTOR SHALL MAINTAIN CLEAN ROADWAYS, WALKWAYS,

PARKING LOTS, AREA OF WORK AND STAGING AREA AT ALL TIMES.

8.2. DAILY, AND UPON COMPLETION OF WORK, CONTRACTOR SHALL

REMOVE DEBRIS, RUBBISH AND WASTE FROM AREA OF WORK AND

STAGING AREA.

8.3. ALL DEBRIS AND TRASH MUST BE LEGALLY DISPOSED OF OFF SITE.

9. SEQUENCE OF WORK

9.1. SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL BY DSH PROJECT

MANAGER PRIOR TO STARTING ANY WORK. ENSURE ALL AREAS OF

THE CAMPUS ARE ACCESSIBLE TO BOTH PEDESTRIAN AND VEHICULAR

TRAFFIC AT ALL TIMES.

9.2. CONTRACTOR TO SCHEDULE AND PHASE DEMOLITION AND NEW

CONSTRUCTION WORK WITH OWNER PRIOR TO PERFORMING SCOPE

OF WORK.

EXISTING/PROTECT IN PLACE KEYNOTE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

M B-

P

U

CS-8

CS-70

GB-18

S-15

MB-U

C E N T R A L A

V E

MB-O

B

CS-6 & CS-7

ROAD

SEE T0.2 FOR

CONTINUATION TO

PUBLIC RIGHT OF

WAY

PATH OF

VEHICLE

ACCESS

PATH OF TRAVEL

O 246

ROAD

(E) FH

SEE ENLARGED

DRAWING ON SHEET C1.1

103.01 FS

TOP FH

TBM

LOCATION OF

TEMPORARY

TRAILER

(24x60FT)

OVERALL SITE PLAN

C0.2

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H -P a tt o n \C

A D

\3 B ld g M

B U \2

C O v e ra ll S it e p la n .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

SR KLKPGK

OVERALL SITE PLAN

SCALE: 0 80FEET40

1" = 40'

BASIS OF HORIZONTAL CONTROL:

BASIS OF VERTICAL CONTROL:

THE BASIS OF VERTICAL CONTROL TO BE TEMPORARY BENCHMARK

(TBM) LOCATED AT THE TOP OF AN EXISTING FIRE HYDRANT,

SHOWN BY KEYNOTE . ELEVATION 103.01 FS.1

THE BASIS OF HORIZONTAL CONTROL SHALL BE BASED UPON

DIMENSIONS SHOWN ON THE PLANS TO EXISTING IMPROVEMENTS

AND FEATURES OF THE SITE.

LEGEND:

PATH OF TRAVEL

PATH OF VEHICLE ACCESS VIA ACCESSIBLE ELECTRIC

WHEELCHAIR CART

1. ALL PUBLIC VISITORS MUST CHECK IN AT ADMIN BLDG 231 FOR ENTRY INTO

THE SECURED TREATMENT AREA. ACCESSIBLE COMPLIANT GOLF CARTS ARE

PROVIDED AND OPERATE FROM THE ADMIN BLDG 231 TO ANY BUILDING

INSIDE THE SECURE TREATMENT AREA. THE GOLF CARTS ARE EQUIPPED WITH

A WHEELCHAIR ACCESSIBLE RAMP OR VERTICAL LIFT.

2. THE MODULAR TRAILER IS FOR STAFF AND VISITORS ONLY. PATIENTS ARE

NOT ALLOWED IN THE MODULAR TRAILER. STAFF WITHIN THE SECURE

PERIMETER ARE REQUIRED TO BE ABLE BODIED FOR THEIR OWN SAFETY AND

THEREFORE DISABLED STAFF WILL NOT ENTER THE MODULAR TRAILER.

REGARDING VISITORS, THE ADMIN BUILDING IS THE ARRIVAL LOCATION AT

WHICH VISITOR'S ARE PROCESSED AND THE ARRIVAL LOCATION FOR THE

TRAILER IS THE NEW PASSENGER DROP OFF LOCATION.

SITE ACCESS

ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER-FREE

ACCESS ROUTE WITHOUT ABRUPT LEVEL CHANGES EXCEEDING ½” IF

BEVELED AT 1:2 MAXIMUM SLOPE, OR VERTICAL LEVEL CHANGES NOT

EXCEEDING ¼” MAXIMUM AND AT LEAST 48” IN WIDTH. FINISH SURFACES ARE

STABLE, FIRM, AND SLIP RESISTANT. CROSS-SLOPE IS NOT STEEPER THAN

1:48 AND SLOPE IN THE DIRECTION OF TRAVEL IS NOT STEEPER THAN 1:20.

ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING

OBSTRUCTIONS TO LOWER THAN 80” AND PROTRUDING OBJECTS

PROJECTING MORE THAN 4" HORIZONTALLY INTO THE CIRCULATION PATH

BETWEEN 27" AND 80" ABOVE THE FINISH FLOOR OR GROUND.

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS MEETS THE

REQUIREMENTS OF THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE

(CBC) ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS

FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE

DESIGN PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE

NONCOMPLIANT WITH THE CBC HAVE BEEN IDENTIFIED AND THE

CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS

BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH

DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE

CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY

THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING

OF UNREASONABLE HARDSHIP ARE INDICATED IN THESE CONSTRUCTION

DOCUMENTS.

DURING CONSTRUCTION, POT ITEMS WITHIN THE SCOPE OF THE PROJECT

REPRESENTED AS CBC COMPLIANT ARE FOUND TO BE NONCOMFORMING

BEYOND REASONABLE CONSTRUCTION TOLERANCES, THE ITEMS SHALL BE

BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY

MEANS OF A CONSTRUCTION CHANGE DOCUMENT."

PATH OF TRAVEL, TECHNICAL

REQUIREMENTS FOR ACCESSIBLE ROUTE

DESIGN PROFESSIONAL IN GENERAL

RESPONSIBLE CHARGE STATEMENT:

(E) FIRE HYDRANT

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

ROAD

MB-U

DEMO AND REPAIR

AC PAVING PER DSH

DIRECTION.

4 TYP

4TYP

60'

.5

5.75'

.2

7'

1'

24.75'

20'

.7

.7

3.5'

4.5'5'

27.75'

.2

27'

.5

SEE ELECTRICAL

DRAWINGS

BLDG U 245

21.5'

2'

.7

17.75'

DEMOLITION PLAN

C1.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D

S H -P a tt o n \C

A D \3

B ld g M

B U

\2 C

D e m o p la n .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

SR KLKPGK

DEMOLITION PLAN

SCALE: 0 20FEET10

1" = 10'

DEMOLITION KEYNOTES:

AC PAVING

8" x 60' x 30' CONCRETE PAD. VERIFY THICKNESS IN FIELD.

REMOVE AND HAUL MODULAR TRAILER BY OTHERS

REMOVE OF STAIRS AND RAMPS BY OTHERS

CONCRETE SIDEWALK

CONCRETE CURB

PROTECT IN PLACE KEYNOTES:

CATCH BASIN

LIGHT POLE

CONCRETE PAVEMENT

TREE

AC PAVING

ELECTRICAL PULLBOX

CONCRETE CURB

CURB RAMP

GENERAL NOTES:

1. CONTRACTOR TO OBTAIN PHOTOS PASS. CONTRACTOR TO

TAKE PHOTOS OF ALL AREAS, INCLUDING LANDSCAPING,

PRIOR TO DEMOLITION/CONSTRUCTION.

2. REMOVE, STORE, AND REINSTALL VARIOUS SMALL BUILDING

SIGNAGE ON (E) TRAILER MB-U PER DSH REPRESENTATIVE.

3. PREVENT DIRT AND DEBRIS FROM ENTERING SEWER OR

STORM DRAIN SYSTEMS INCLUDING CATCH BASINS.

4. EXISITING ROADWAYS SHALL BE KEPT CLEAR AT LEAST 20

FT THROUGHOUT CONSTRUCTION.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

7'

20'

8'

60'

MB-U

R=7' L=9.59'

Δ=78°29'29" T=5.72'

8.75'

25'

.5

6.75'

28' 6' 5

.2

SEE ELECTRICAL

DRAWINGS

6.25'

5'

.2

.7

BLDG U 245

40.75'

41.75'

R=3' L=4.67' Δ=88°55'16" T=2.94'

17.5'

.7

SITE PLAN

C2.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D

S H

-P a tt o n \C

A D \3

B ld g M

B U

\2 C

S it e p la n .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

SR KLKPGK

SITE PLAN

SCALE: 0 20FEET10

1" = 10'

NEW WORK KEYNOTES:

CONCRETE PAVING

AC PAVING

PASSENGER DROP OFF STRIPING

12" THICK 23'-81

2" x 60' MAT FOUNDATION, SEE S0.1

METAL RAMP AND STAIRS BY OTHERS. SEE RE SHEETS OR

APPROVED EQUAL.

TEMPORARY MODULAR TRAILER BY OTHERS

DETECTABLE WARNING SURFACE

CONCRETE CURB

PEDESTRIAN STRIPING

INSTALL 1” PVC WEEP HOLE IN RAISED FOUNDATION CURB

WITH TWO VENT INSECT SCREENS AT EACH END. SECURE

IN POSITION. SEE S0.1

C8.1

GENERAL NOTES:

1. CONTRACTOR TO PROVIDE EXPANSION JOINTS BETWEEN

NEW PAD AND NEW SIDEWALK PAVING AROUND PERIMETER

OF PAD.

2. CONTRACTOR TO OBTAIN PHOTOS PASS. CONTRACTOR TO

TAKE PHOTOS OF ALL AREAS, INCLUDING LANDSCAPING,

PRIOR TO DEMOLITION/ CONSTRUCTION.

3. CONTRACTOR TO COORDINATE AND VERIFY MODULAR

BUILDING PERIMETER SIZE AND MAT FOUNDATION

PERIMETER ARE EQUAL.

C8.1

C8.1

LEGEND:

(N) CONCRETE PAVING

(N) ASPHALT PAVING

C8.1

SIM.

C8.1

C8.1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

14.5'

.5

MB-U

9 6

.7

97.71± INV1

.5

' 1

" A

B S

BLDG U 245

UTILITY PLAN

C3.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D

S H

-P a tt o n \C

A D

\3 B ld g M

B U

\2 C

U ti lit y p la n .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

SR KLKPGK

UTILITY PLAN

SCALE: 0 20FEET10

1" = 10'

NEW WORK KEYNOTES:

1" WATER LINE

1" DW BACKFLOW PREVENTER

3" SANITARY SEWER LINE

SEWER CLEAN OUT

CONNECT (N) SEWER TO (E) SEWER LINE

CONNECT (N) WATER TO (E) WATER LINE

CONCRETE ENCASE (E) PIPE 3" ALL AROUND

CONNECT (N) PIPE TO MODULAR BUILDING, CONTRACTOR

SHALL VERIFY LOCATION AND PIPE SIZE PER SHOP

DRAWINGS.

WIRE CAGE ENCLOSURE

BACKFLOW PREVENTER PROTECTION

C8.1

GENERAL NOTES:

PROTECT IN PLACE KEYNOTES:

SD LINE

WATER LINE AND VALVE

ELECTRICAL LINE. SEE ELECTRICAL DRAWINGS

SEWER LINE

UNKNOWN UTILITY

DEMOLITION KEYNOTES:

DISCONNECT AND REMOVE PORTION OF WATER LINE FOR NEW

CONNECTION

DISCONNECT ABOVEGROUND 1" WATER LINE. SEE GENERAL

NOTES BELOW.

DISCONNECT PORTION OF SEWER LINE FOR NEW CONNECTION

1. CONTRACTOR SHALL REVIEW MODULAR TRAILER SHOP

DRAWINGS SEWER POC AND SHALL NOTIFY EOR IF THE POC

DOES NOT MATCH WITH DESIGN DRAWINGS. CONTRACTOR

SHALL LOCATE THE SEWER POC, LOCATED AS CLOSE TO

THE NEW MODULAR AS POSSIBLE, AND CONNECT NEW

SEWER TO EXISTING SEWER.

2. WATERLINE AT THE NORTHEAST CORNER OF THE EXISTING

TRAILER SHALL BE DISCONNECTED FROM (E) TRAILER.

UNDERGROUND PORTION SHALL BE REMOVED WITHIN

PAVEMENT SAWCUT LIMIT, CAPPED, AND ABANDONED IN

PLACE.

3. CONTRACTOR TO PROVIDE ALL BENDS AND FITTINGS

NECESSARY TO COMPLETE UTILITY WORK.

C8.1

C8.1

C8.1

C8.1

C8.1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

MB-U

.5

7.3%

ROAD

1.8%

G .B

6%

5%

U-245

.3

1.5%

1.6%

1%

1%

G .B

.1.5% 1

1%

1%

.5

.5

.5

.5

0.5% 0.5%

0.4%

0.7%

.8

BLDG U 245

103.33 FS RAMP

103.33 FS

STAIR

103.33 FF

(99.98) TC

(99.56) FL

JOIN (E) ELE

100.72 FS PAD

100.48 FS

100.83 FS

PAD

100.53 FS

PAD

100.42 FS

PAD

(99.74) FS

JOIN (E) ELE

(99.77) FS

JOIN (E) ELE

(99.70) FS

JOIN (E) ELE

(99.77) FS

JOIN (E) ELE

(100.10) TC

(99.72) FL

JOIN (E) ELE

100.03 TC

99.95 FS

100.84 TC

100.34 FS

100.76 TC

100.26 FS

100.89 TC

100.39 FS

100.44 FS

100.96 TC

100.46 FS

103.28 FS

RAMP

103.28 FS

RAMP

102.53 FS

RAMP

102.48 FS

RAMP

(100.30) TC

(99.82) FL

JOIN (E) ELE

(100.52) FS

JOIN (E) ELE

(100.57) FS

JOIN (E) ELE

102.43 FS

RAMP 100.40 FS

RAMP

100.45 FS

RAMP

102.48 FS

RAMP

100.10 FS

100.52 FS

PAD

100.68 FS

PAD

100.05 TC/FS

100.49 FS

(100.45) FS

JOIN (E) ELE

(100.04) FS

JOIN (E) ELE

100.04 FS

100.08 FS

(99.56) FS

JOIN (E) ELE

100.20 TC

99.80 FL

(100.43) FS

JOIN (E) ELE 100.29 FS

100.24 TC

99.79 FL

100.22 TC

99.79 FL

(100.07) TC

(99.77) FL

JOIN (E) ELE

(99.85) FS

JOIN (E) ELE

(99.76) FS

JOIN (E) ELE

(99.72) FS

JOIN (E) ELE

1%

100.56 FS

(100.30) FS

JOIN (E) ELE

100.07 TC

99.61 FS

GRADING PLAN

C4.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H

-P a tt o n \C

A D

\3 B ld g M

B U \2

C

G ra d in g p la n .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

SR KLKPGK

GRADING PLAN

SCALE: 0 20FEET10

1" = 10'

GRADING NOTES:

1. REMOVE AND RECOMPACT A MINIMUM DEPTH OF 12"

UNDERNEATH THE FOUNDATION. EXTENT OF REMOVE AND

RECOMPACT SHALL BE 24" OUTSIDE THE FOUNDATION.

COMPACT TO 95% RELATIVE COMPACTION OR HIGHER.

COMPACT IN 8" MAX LIFTS. VERIFY COMPACTION WITH

INDEPENDENT SOILS TESTING UNDER DSH OR ENGINEER OF

RECORD DIRECTION.

2. CONTRACTOR TO VERIFY (E) PAD THICKNESS AND PROVIDE

APPROX. 15 CY OF CUT OR FILL TO ACHIEVE BOTTOM OF

PAD ELEVATION.

3. CONTRACTOR TO VERIFY EARTHWORK VOLUME

QUANTITIES. NET CLEAN EXPORT TO BE LEGALLY HAULED

TO A LEGAL DUMP SITE. VOLUMES SHOWN ARE FOR

PLANNING PURPOSES ONLY AND NO GUARANTEE IS

EXPRESSED OR IMPLIED REGARDING THEIR ACCURACY.

4. CONCRETE FOUNDATION ELEVATIONS SHALL BE HIGHER

THAN SURROUNDING FINISH GRADE. FINISH GRADES SHALL

DRAIN AWAY FROM THE BUILDING.

EARTHWORK:

TOTAL DISTURBED AREA: 2,700 SQ FT = 0.06 ACRES

CUT VOLUME: 10 CY

FILL VOLUME: 0 CY

NET CUT VOLUME (EXPORT): 10 CY

VOLUMES ABOVE DO NOT INCLUDE SHRINKAGE OR SWELL FACTOR

OVEREXCAVATION AND RECOMPACTION: 125 CY

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

VARIES

" 4

(N) MAT FOUNDATION-SEE

STRUCTURAL DRAWINGS.

DRAINAGE PER GRADING PLANS

(N) TYP. SIDEWALK

DRAINING AWAY

FROM BLDG.

(N) TYP. PIERS PER TRAILER MANUFACTURER.

SEE STRUCTURAL DRAWINGS.

(N) EXPANSION

JOINT AROUND

FOUNDATION.

C8.1

C8.1

CIVIL DETAILS

C8.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H

-P a tt o n \C

A D

\3 B ld g M

B U

\2 C D e ta ils .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

SR KLKPGK

NOT TO SCALE

UTILITY TRENCH DETAIL1

C8.1 NOT TO SCALE

SEWER/STORM DRAIN CONNECTION2

C8.1

NOT TO SCALE

CONCRETE CURB DETAIL6

C8.1NOT TO SCALE

CONCRETE SIDEWALK DETAIL5

C8.1

FOR THE PARTICULAR SITUATION ENCOUNTERED.

USE THE MOST APPROPRIATE TYPE CONNECTION (A, B, OR C)

RADIUS BEND,

WYE, (TYP.)

BEDDING MATERIAL, (TYPICAL)

3" MIN-LIMIT OF

4"MIN. (TYPICAL)

TYPE "A"

NOTE:

TRENCH WALL

BEND

45° RADIUS

KEYED INTO

PIPE TO BE

90° BEND

PER FOOT, (TYP.)

MIN. SLOPE 1/4"

TYPE "C"

45°

MIN

GRADE

FINISHED

COMPACT

10° MIN.

(TYP.)

(TYPICAL)

UNDISTURBED EARTH,

TYPE "B"

COMPACT

UTILITY

REPAIR PAVEMENT OR GROUND

SURFACE TO MATCH EXISTING

PIPE

NATIVE BACKFILL

COMPACTED TO 95%

INITIAL BACKFILL

COMPACTED TO 90%

3" SAND BEDDING

WARNING TAPE

SPRING LINE OF PIPE

#8 COPPER

TRACER WIRE

FOR AC PAVED AREAS

DIRT AREAPAVED AREA

NOT TO SCALE

AC PAVING DETAIL3

C8.1 NOT TO SCALE

DETECTABLE WARNING SURFACE4

C8.1

NOT TO SCALE

PASSENGER DROP OFF DETAIL7

C8.1 NOT TO SCALE

CUT SECTION8

C8.1

SAWCUT (E)

AC FULL DEPTH

TACK COAT

THOROUGHLY SCARIFY, MIX AND MOISTURE CONDITION

TOP 8" OF SUBGRADE SOILS TO REMAIN. THE INDEPENDENT

SOILS TESTING AGENCY SHALL APPROVE THE SUBGRADE

PRIOR TO PROCEEDING WITH THE WORK. THE TOP 8" OF

SUBGRADE SHALL BE COMPACTED TO 90% OF MAXIMUM

DENSITY PER ASTM D1557.

(N) AC PAVEMENT ON

CRUSHED AGG. BASE

COMPACTED TO 95%,

FLUSH WITH EXISTING

(E) AC (WHERE

OCCURS)

PREVENT LOSS OF DENSITY ON

(E) BASE AND SUBGRADE

NOTES:

1. DETECTABLE WARNING

SURFACE SHALL BE 3' WIDE

AND FULL LENGTH OF NEW

SIDEWALK.

2. DETECTABLE WARNING

SURFACE SHALL BE FEDERAL

YELLOW COLOR (FS 33538)

CONFORMING TO CBC

11B-247/11B-705.1. PROVIDE

MINIMUM 5 YEAR WARRANTY.

3. DETECTABLE WARNING

SURFACE SHALL BE INSTALLED

PER MANUFACTURES

RECOMMENDATIONS IN

ACCORDANCE WITH THE

CALIFORNIA CODE OF

REGULATIONS (CCR) TITLE 24.

PART 1.

IN-LINE TRUNCATED DOMES

0.20" HEIGHT

RECESSED

EDGES

TYPICAL SECTION

FLUSH

INSTALLATION ON NEW CONCRETE

NOT TO EXCEED 20' O.C.

PROVIDE CONTRACTION JOINT

NOTE:

M

A X

9"

6"

SLOPE

C8.1

CRUSHED

AGGREGATE BASE

COMPACTED TO

95%

AC PAVING

1/4"R

NEW CONCRETE FOUNDATION.

SEE STRUCTURAL PLANS

NO PARKING

5' MIN.

' M

IN

NOTE:

PROVIDE 2% MAX. SLOPE IN ALL DIRECTIONS AT PASSENGER DROP OFF AND AISLE.

LETTERING SHALL BE STRIPED WHITE AND 12" HEIGHT.

4" WIDE

WHITE PAINT

STRIPE (TYP)

8' MIN.

NO PARKING

PASSENGER

LOADING

ZONE ONLY

O .C

M

AX

CLEANOUT DETAIL 9

C8.1 NOT TO SCALE

8"

12"

MATCH SEWER MAIN

CLEANOUT RISER SIZE TO

4"Ø DRAIN PIPE

RUBBER OR PVC PLUG

RUBBER OR PVC PLUG

AREAS

OR 1" ABOVE GRADE IN UNPAVED

TOP FLUSH W/ EXISTING PAVING

FRAME & BOLTDOWN COVER

6" DIA CLEANOUT

BEND

45° LONG RADIUS

#4

MIN

1/2"

SECTION A

CONTRACTION JOINT (C.T.J.)

EXPANSION JOINT (E.J.)

1/8"

T /4

T /4

TYP. JOINT PATTERN

BLDG.

MAX. SPACE OF

JOINT

L=1.25W

L

W

A A

SEE PLAN

FOR WIDTH

2% MAX.

CROSS SLOPE 4" THICK CONCRETE PAVING

CURB

(E.J.)

(C.T.J.)

GROOVED, SAWCUT

OR PLASTIC INSERTS

TOP 12" MIN OF SUBGRADE SOILS

SCARIFIED, MOISTURE CONDITIONED AND

COMPACTED TO 90%. PER ASTM D1557.EXPANSION JOINT TO BE

CONSTRUCTED TO MEET ADA

REQUIREMENTS (MAX WIDTH 12") AND

SPACED 30' TO 50' APART. 38"

PREMOLDED EXPANSION FILLER

STRIP

CONCRETE

CURB

C8.1

NOT TO SCALE

FINISH GRADE

6" THICK CONCRETE PAD.

MIN. 3 INCHES FROM BOLTS TO EDGE OF PAD.

V E R

IF

Y I N

F

IE

L D

VERIFY IN FIELD

WIRE CAGE ENCLOSURE

WITH ACCESS HATCH

NOTE:

1. CONCRETE PAD SHALL BE 2" HIGHER THAN FG.

2. CONTRACTOR TO SUBMIT SELECTED WIRE CAGE

BACKFLOW ENCLOSURE FOR APPROVAL. BACKFLOW

ENCLOSURE TO HAVE LOCKABLE ACCESS HATCH.

3. ABIDE BY MANUFACTURER'S SPECIFICATIONS.

PROVIDE TAMPER PROOF

SECURITY PADLOCK .

COORDINATE WITH DSH

REDUCED PRESSURE

BACKFLOW ASSEMBLY

M

IN

C8.1

WIRE CAGE ENCLOSURE BACKFLOW PREVENTER PROTECTION

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

CLEAR SPACE

30 X 48

5' -0 " C

LE

A R

CLEAR SPACE

36 X 40

OFFICEOFFICE OFFICE OFFICE OFFICE OFFICE OFFICE

BREAK

ROOM

LACTATION

JAN/

STORAGE PRINTER OFFICE

02 03

05 06 07

1011 12 13 14 15

1'-4" 11'-10" 11'-2" 9'-10" 8'-4" 5'-4" 12'-2"

60'-0"

UNISEX

TOILET

MODULAR TRAILER

MB-U

FLOOR PLAN

A2.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H

-P a tt o n \C

A D

\3 B ld g M

B U \2

A .1

T ra ile r F lo o r P la n .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

0 101 FEET5

3/16" = 1'-0"

MB-U MODULAR TRAILER FLOOR PLAN

SCALE:

N

DOOR

NUMBER

DOOR

SIZE TYPE

T H

IC

K N

E S S

S W

IN

G

(D E G

R E E S

M A T E R

IA

L

F

IN

IS

H

FRAME

M A T E R

IA

L

F

IN

IS

H

F

IR

E R

A T

IN

G L A B E L M

IN

U T E S

H A R

D W

A R

E S

E T

DOOR SCHEDULE

3'-0"x7'-0"

1-3 4" 90 HM P HM P NRSGL

3'-0"x7'-0" 1-3 4" 180 HM P HM P NR SGL 3

3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL

3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL

06 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

05 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

07 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

08 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 1

09 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

10 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

11 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

12 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

13 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

14 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

15 3'-0"x7'-0" 1-3 4" 90 HM P HM P NRSGL 2

NOTE:

1. ALL DOORS, FRAMES AND HARDWARE ARE PROVIDED BY MODULAR SUPPLIER.

DOOR SCHEDULE IS PROVIDED FOR INFORMATION PURPOSES ONLY.

2. EXACT TRAILER DIMENSIONS PER MODULAR TRAILER MANUFACTURER

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24

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

23-6637

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

02-122122

A3.1

Checked

Vault File Number

Project Number

Reference North Sheet Scale

Sheet Number

Designed

Sheet Title

Supervisor

Issue Date

Drawn

Project

Description

No.

Date Issue

JCCA #: 23791-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

DSA STAMP

MODULAR TRAILER

REPLACEMENT

PLANS, DSH-PATTON

BLDG MB-U

DSH

Client Agency

8/12/2024

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

-3

M o d u la r T ra ile r R e p la c e m e n t P la n s D S H

-P a tt o n \C

A D

\3 B ld g M

B U \2

A .1

A c c e s s ib ili ty

R e q u ir e m e n ts

D e ta ils .d w g

D A T E /T

IM

E A u g

:5

P M

JCCA

V3CONSTRUCTION DOCUMENTS

ACCESSIBILITY

REQUIREMENTS

DETAILS

MIN. LAVATORY REQUIREMENTS (FRONT)

- A3.1

SCALE:

18" MIN 18" MIN

1'-3" MIN

M

A X

4"

/2 M

A X B

O W

L D

E P T H

ADJACENT WALL OR

PARTITION (WHERE

OCCURS)

OBSTRUCTING

ACCESSORY

(WHERE OCCURS)

MAX

1" = 1'-0"

24 2 INCHES12 6 0

8"MIN.

KNEE CLEARANCE

M

IN

M

A X

17"-19"

6" MAX TOE CLEARANCE

M

IN

M

IN

M

A X

4'-0" LEVEL & CLEAR

KNEE CLEARANCE

BOTTOM OF APRON

RIM OR COUNTER

FAUCET CONTROL

INSULATING COVER

11"MIN.

MIN. LAVATORY REQUIREMENTS (SIDE)

- A3.1

SCALE:

1" = 1'-0"

24 2 INCHES12 6 0

19" MAX

4'-0" LEVEL & CLEAR

L E V E L

C L E A R

" ADJACENT WALL

OR PARTITION

WALL MOUNTED

ASSESSORY

(WHERE OCCURS)

MIN. LAVATORY REQUIREMENTS (PLAN)

-A3.1

SCALE:

1" = 1'-0"

24 2 INCHES12 6 0

"M

IN

"M

A X

M

IN

12" MAX

54" MIN

M

IN

42" MIN

M

IN24" MIN

ADJACENT FIXTURE

(WHERE OCCURS)

MIN. WATER CLOSET REQUIREMENTS (PLAN)

-A3.1

SCALE:

1" = 1'-0"

24 2 INCHES 12 6 0

BACK WALL

TOP OF SEAT

- A3.1

5 MIN. WATER CLOSET REQUIREMENTS (SIDE)

SCALE:

1" = 1'-0"

24 2 INCHES12 6 0

36" MAX

7"-9"

M

IN

BACK WALL

SIDE GRAB BAR

CENTER OF

SPINDLE

M

IN

TOILET TISSUE

DISPENSER

CL

TOILET TISSUE DISPENSER REQUIREMENTS

- A3.1

SCALE:

1" = 1'-0"

24 2 INCHES12 6 0

1'-0" MIN

3'-0" MIN6" MAX

3" MAX

/2 M

IN

REAR GRAB BAR

FLUSH ACTIVATOR ON

APPROACH SIDE OF W.C.

SIDE WALL OR

PARTITION

REAR GRAB BAR REQUIREMENTS

-A3.1

SCALE:

1" = 1'-0"

24 2 INCHES12 6 0

24"

12" MAX

54" MIN (NOT IN STALL)

52" MIN (IN STALL)

3'-6" MIN

BACK WALL

SIDE GRAB BAR

FRONT

OF W.C.

SIDE GRAB BAR REQUIREMENTS

-A3.1

SCALE:

1" = 1'-0"

24 2 INCHES12 6 0

15" MIN

M

A X

BOBRICK MODEL B-221

SURFACE MOUNTED TOILET

SEAT COVER DISPENSER

TO HIGHEST OPERABLE PART

COVER DISPENSER REQUIREMENTS

-A3.1

SURFACE MOUNTED TOILET SEAT

SCALE:

1" = 1'-0"

24 2 INCHES12 6 0

M

A

1'-4" 2'-0"

PAPER TOWEL

DISPENSER

SOAP

DISPENSER

4" MAXIMUM

EXTRUSION

FROM WALL

MIRROR MOUNTING REQUIREMENTS

-A3.1

SCALE:

1" = 1'-0"

24 2 INCHES12 6 0

M

A

BOTTOM OF RELECTIVE

SURFACE (NOT FRAME)

CENTER MIRROR ON LAVATORY

(WHERE OCCURS)

MIRROR MOUNTING REQUIREMENTS

-A3.1

SCALE:

1" = 1'-0"

24 2 INCHES12 6 0

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/23/24