West_Perimeter_Bridge__DSH-P_-_OSFM_Approved_Drawings.pdf

P A T T O

N A

V E

WEBSTER DRIVE

MILLER

CS-77-CS-79

GB-14

M B-

P

HIGHLAND AVE.

GB-16

S-13

U

GB-15

G-259

C

IR

C L E D

R

G-258

J

S-1

RILEY ST

S-6

GB-10

CS-8

R

CS-5

O L

IV

E S

T

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

MB-ND

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-U

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

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

CS-1

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

CS-3

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

T0.1

TITLE SHEET

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D

S H -P

\C A D \2

T .1

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

3102 EAST HIGHLAND AVENUE, PATTON, CALIFORNIA 92369

DEPARTMENT OF STATE HOSPITALS - PATTON

DEPARTMENT OF STATE HOSPITALS

WEST PERIMETER BRIDGE

PROJECT DIRECTORY

PREPARED FOR:

PATTON STATE HOSPITAL

3102 EAST HIGHLAND AVE

PATTON, CALIFORNIA 92369

DEPARTMENT OF STATE HOSPITALS

1215 O ST, 2ND FLOOR

SACRAMENTO, CALIFORNIA 95814

RICARDO REILOVA

CONTRACT MANAGER

PHONE : (559) 920-8668

EMAIL:

RICARDO.REILOVA@DSH.CA.GOV

RAMON DE HARO

SUPERVISOR OF BUILDING TRADES

3102 EAST HIGHLAND AVE

PATTON, CALIFORNIA 92369

PHONE: (909) 672-1717

FAX: (909) 425-7064

EMAIL: RAMON.DEHARO@DSH.CA.GOV

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 PROJECT LEAD

KAVEH LAVASANY

385 VAN NESS AVE. #208

TORRANCE, CALIFORNIA 90501

CIVIL ENGINEER OF RECORD

JAMES REDMOND

LIC. NO. C41062

385 VAN NESS AVE. #208

TORRANCE, CALIFORNIA 90501

STRUCTURAL ENGINEER OF RECORD

DAVID POMERLEAU

DPOMERLEAU@BUEHLERENGINEERING.COM

GENERAL

T0.1 TITLE SHEET

T0.2 FIRE ACCESS SITE PLAN

T0.3 STATE FIRE MARSHAL TRIAGE LIST

T0.4 BUILDING INFORMATION

CIVIL

C0.1 CIVIL COVER SHEET

C0.2 OVERALL SITE PLAN

C0.3 EROSION CONTROL PLAN

C1.1 DEMOLITION PLAN

C2.1 NEW WORK PLAN

C3.1 GRADING PLAN

C8.1 DETAILS

C8.2 DETAILS

STRUCTURAL

S1.1 GENERAL NOTES

S1.2 GENERAL NOTES

S1.3 STRUCTURAL SPECIAL INSPECTIONS & TESTING

S2.1 PARTIAL SITE PLAN

S5.1 TYPICAL CONCRETE DETAILS

S5.2 DETAILS

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 & 2021 CALIFORNIA AMENDMENTS)

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

(2020 NATIONAL ELECTRICAL CODE AND 2021 CALIFORNIA AMENDMENTS)

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

(2021 UNIFORM MECHANICAL CODE AND 2021 CALIFORNIA AMENDMENTS)

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

(2021 UNIFORM PLUMBING CODE AND 2021 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 2021 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.

PROJECT'S MAJOR MILESTONES:

A. SUBMIT CONSTRUCTION PHASING PLAN TO PROJECT MANAGER.

B. PRODUCT/MATERIALS SUBMITTALS.

C. PROJECT MOBILIZATION

D. INSTALL TEMPORARY EROSION CONTROL AND K-RAIL BARRICADES, AND

PERFORM DEMOLITION.

E. GRADE THE SITE TO NEW GRADES AND ELEVATIONS SHOWN TO

ACCOMMODATE THE REVISED BRIDGE LAYOUT.

F. CONSTRUCT THE REST OF SCOPE OF WORK, INCLUDING CONCRETE PAVING,

CONCRETE BRIDGE SPAN, AND CONCRETE CURB.

PROJECT MILESTONES

N

SCOPE OF WORK VICINITY MAP SITE PLAN

PATTON

STATE

HOSPITAL

V

IC

T O

R

IA

A V E N

U E

C E N

T R

A L A

V E N

U E

P A L M

A V E N

U E

BASE LINE STREET

E HIGHLAND AVENUE

PROJECT LOCATION

DRAWING INDEX

CIVIL SCOPE:

1. REPLACEMENT OF THE WEST PERIMETER VEHICLE BRIDGE

2. ADD WARNING CURBS AS SHOWN ON DRAWINGS.

3. REMOVE WATER LINE AS SHOWN ON DRAWINGS.

4. REPLACEMENT OF PAVEMENT ON EITHER SIDE OF THE PERIMETER BRIDGE

FOR TRANSITIONING GRADES.

PROJECT SITE

V

IC

T O

R

IA

A V E

HIGHLAND AVE.

UTILITY SHUTDOWNS

1. UTILITY SHUTDOWNS SHALL NOT EXTEND BEYOND 4 HOURS.

2. ALL UTILITY SHUTDOWNS MUST BE COORDINATED WITH FACILITY

OPERATIONS WITH AT LEAST 72 HOURS NOTICE.

N

TOTAL NUMBER OF SHEETS: 18

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

25-4109

M-30D

541 543

532 544

CS-77

CS-79

506531 281

H-297

CD

H-278 509

GB-17

291536 R-2

289 290

GB-1

R-1

M-30B M-30C 505

N235

M-NA

M-NB

M-NC

M-ND

540 554

294 272

M-30A

573 CS-74

GB-10

575578

GB-4

G-2

GB-5

G-259

G-258

G-260

S-7

S-6

CS-5

ED BERNARTH

GB-9

S-3

S-9

S-10

S-11

S-12

S-4

GB-3

GB-2

GB-8

S-13

GB-6

1 1

SIGN 1 SIGN 1

SIGN 2

1 SIGN 1 &

SIGN 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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D

S H

-P \C

A D \2

T .2

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

SCALE: N 0 20010 FEET100

1" = 100'

FIRE ACCESS SITE PLAN

T0.2

FIRE ACCESS SITE PLAN

LEGEND:

(E) FIRE HYDRANT

FIRE APPARATUS ROUTE

PROJECT LOCATION

EXISTING PAVED ROAD

SEE NOTES ON THIS SHEET

FOR CODE ANALYSIS

HIGHLAND AVENUE

V

IC

T O

R

IA

A V E N

U E

DATE STREET

M Y R

T L E D

R

TURNING RADIUS = 34'

P A T T O

N A

V E

SITE ACCESS FROM PUBLIC

RIGHT OF WAY AND USING

EXISTING PAVED ROADS

TURNING RADIUS = 100'

NOTES:

1. PER SAN BERNARDINO COUNTY FIRE

PREVENTION STANDARD A-1 AND CALIFORNIA

FIRE CODE APPENDIX D, ACCESS ROADS

SERVING FIRE APPARATUS TRAFFIC TRAVEL

ARE TO BE 20' MINIMUM FOR ONE-WAY

TRAFFIC OR 26' MINIMUM FOR TWO-WAY

TRAFFIC. THE FIRE APPARATUS ROUTE SHOWN

ON THIS SITE PLAN MEETS THESE

REQUIREMENTS.

2. THE BRIDGE AND ROADWAY INFRASTRUCTURE

BEING IMPROVED WITHIN THIS PROJECT IS

STRICTLY INTENDED FOR HOSPITAL POLICE

PATROL VEHICLES.

3. DUE TO THE EXISTING CONDITIONS OF THE

PATROL ROADWAY'S INSUFFICIENT WIDTH,

LOCATION ON THE PROPERTY, AND

TOPOGRAPHY OF THIS AREA, THIS PATROL

ROADWAY IS NOT INTENDED FOR FIRE

APPARATUS VEHICLE ACCESS.

EXISTING PAVED ROAD

SEE NOTES ON THIS SHEET

FOR CODE ANALYSIS

TURNING RADIUS = 42'

TURNING RADIUS = 52'

TURNING RADIUS = 48'

NEW WORK PLAN KEYNOTES:

ROADWAY ACCESS SIGNAGE. PER DETAIL ON THIS SHEET.1

ROADWAY ACCESS SIGNAGE1

T0.2 NOT TO SCALE

TURNING RADIUS = 28'

TURNING RADIUS = 20'

SITE ACCESS FROM PUBLIC

RIGHT OF WAY AND USING

EXISTING PAVED ROADS

TURNING RADIUS = 34'

18" DIA.

EXISITNG

GRADE

2" DIAM. GALV. IRON SIGN POST

M

IN

RIGID STREET SIGN

MAKE: ALUMINUM (40 MIL)

SIZE: 10"x14" - LETTERS 0.48"

TEXT CONTENT: SEE ABOVE (SIGN 1

AND SIGN 2) AND SITE PLAN FOR

WHERE EACH SIGN IS APPLICABLE.

FASTEN SIGN WITH (2) 1/4" DIAM.

STAINLESS STEEL CARRIAGE BOLTS

W/ WASHERS TO GALVANIZED STEEL

POST (MANGLE THREADS AFTER

INSTALLATION).

RESTRICTED ACCESS

AREA

SIGN 2SIGN 1

UNAUTHORIZED VEHICLES

NOT ALLOWED BEYOND

THIS POINT

CONCRETE FOOTING

WEIGHT LIMIT

15 TONS PER AXLE

30 TONS GROSS

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

T0.3

STATE FIRE MARSHAL

TRIAGE LIST

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D S H

-P \C

A D

\2 T .3

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

LOCAL FIRE AUTHORITY - ACCESS APPROVAL

ITEM

SUBMITTAL REQUIREMENTS SUBMITTAL RESPONSE REFERENCE

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

SCOPE OF WORK

PROVIDE A KEY PLAN COORDINATED TO EACH SHEET

PROVIDE A NORTH ORIENTED SITE MAP

ORIENTATE ALL SHEETS TO NORTH

PROVIDE ADOPTED CODE CYCLE LISTINGS AND STANDARDS

PROVIDE A LEGIBLE SCALE. TYPICALLY 1/8"

PROVIDE APPROVED REFERENCE PLANS/DOCUMENTATION

PROVIDED WITH SUBMITTAL

SITE PLAN SHOWN TO APPROPRIATE SCALE.

3102 EAST HIGHLAND AVENUE, PATTON, CA 92369

OWNER: DEPARTMENT OF STATE HOSPITAL

T.I.

NOT APPLICABLE

ALL RELEVANT

SHEETS

NOT APPLICABLE

T0.1

T0.1

OSFM NO IS NOTED ON THE TITLE SHEET T0.1

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

NORTH ORIENTED SITE PLAN IS PROVIDED T0.2

SITE PLAN IS ORIENTED TO NORTH

ALL RELEVANT

SHEETS

ADOPTED CODE CYCLE LISTINGS ARE INCLUDED ON TITLE SHEET

NOT APPLICABLE

NOT APPLICABLE

T0.1

ITEM SUBMITTAL REQUIREMENTS SUBMITTAL RESPONSE REFERENCE

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

ALL RELEVANT

SHEETS

OCCUPANT: DEPARTMENT OF STATE HOSPITAL

PROVIDED ON FIRE ACCESS SITE PLAN

T0.3

NOT APPLICABLE

NOT APPLICABLE

T0.3

PROVIDED ON FIRE ACCESS SITE PLAN

NOT AVAILABLE - USE FIRE HYDRANTS

NOT AVAILABLE

T0.3SEE ATTACHED LETTER

ELEVATOR GURNEY ACCOMODATION NOT APPLICABLE - NO ELEVATOR ACCESS TO ROOF -

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

M-30D

SCALE:

BUILDING INFORMATION

N0 20 1 FEET10

1" = 10'

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D

S H

-P \C

A D \2

T .4

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

BUILDING INFORMATION

BUILDING

NAME

CONSTRUCTION

TYPE

ACTUAL NUMBER OF

STORIES / (STORIES

ALLOWED CBC 504.4)

ACTUAL

BUILDING AREA

(AREA ALLOWED

CBC 506.2 )

SEPARATED /

NONE SEPARATED

SPRINKLER

COVERAGE

FIRE ALARM

OTHER

PROTECTION

SYSTEM

SMOKE

CONTROL

SYSTEM

OCCUPANT

LOAD

YEAR BUILDING

CONSTRUCTED

SEISMIC

JOINT

OCCUPANCY

CLASS

(E) GUARD POST 5

BUILDING

HEIGHT

EMERGENCY

RESPONDER

RADIO

COVERAGE

HIGH FIRE

HAZARD

SEVERITY

ZONE

T0.4

BUILDING INFORMATION

U II-B 1/2 +/-12' 80sf (8,500sf) NONE SEPARATED NONE NONE NONE NONE 1 NO NO NO2000

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

C0.1

COVER SHEET

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D S H

-P \C

A D

\2 C .1

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

NOTES ABBREVIATIONS

LEGEND

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 DELINEATORS TO DIVERT PEDESTRIAN TRAFFIC.

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, 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 ENGINEER 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.

5. IRRIGATION

5.1. PRIOR TO DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR

DOCUMENTING AND BRINGING ANY BROKEN OR DAMAGED

IRRIGATION COMPONENTS TO THE ATTENTION OF OWNER'S

REPRESENTATIVE.

5.2. EXISTING TURF, PLANTING AND TREES ARE SERVED BY SPRINKLER

SYSTEMS. SPRINKLER SYSTEM PIPING & VALVES ARE NOT SHOWN ON

THE DRAWINGS. IF IRRIGATION IS DISRUPTED, CONTRACTOR SHALL

HAND WATER ALL AFFECTED TURF, PLANTING AND TREES WHICH

REMAIN UNTIL IRRIGATION IS REESTABLISHED.

5.3. CONTRACTOR IS RESPONSIBLE FOR REPAIR OR REPLACEMENT OF

ANY IRRIGATION COMPONENTS WHICH ARE DAMAGED DURING

PROJECT.

5.4. THESE COMPONENTS INCLUDE BUT ARE NOT LIMITED TO MAIN LINES,

LATERAL LINES, VALVES, CONTROL WIRING, SLEEVING, SPRAY

HEADS, AND CONTROLLERS.

5.5. ALL COMPONENTS SHALL BE REPLACED WITH LIKE FOR LIKE

5.6. IF DUE TO PROJECT SOW, RE-ROUTING OR RECONFIGURATION OF

IRRIGATION SYSTEM IS NECESSARY TO ENSURE CONTINUITY AND

COVERAGE:

5.7. CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY REDESIGN

IN CONSULTATION WITH DSH-LANDSCAPE DEPARTMENT

REPRESENTATIVE.

MINIMUM

MAXIMUM

MIN.

MAX.

FOOT (FEET)

FINISH (ED)

FT.

FIN.

EQUAL

EACH

DIAMETER

EQ.

EA.

DIA.

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CHWR

CHWS

AGGREGATEAGG.

(E) EXISTING

EDGE OF GUTTEREG

EDGE OF PAVINGEP

FLOW LINEFL

GRADE BREAKGB

GROUND SURFACEGS

FINISH SURFACE ELEVATIONFS

DEMOLISH/REMOVE(D)

AND&

DIAMETER

CENTERLINE

AT

SQUARE

SPECIFICATION

SIMILAR

SQ.

SPEC.

SIM.

REQUIRED

OPENING

OUTSIDE DIAMETER

ON CENTER

NOMINAL

REQ'D.

OPNG.

O.D.

O.C.

NOM.

NUMBER

NOT IN CONTRACT

No.

N.I.C.

W/ WITH

TYP.

U.N.O.

T.O.C.

T.O.G.

THK. THICK (NESS)

TOP OF CONCRETE

UNLESS NOTED OTHERWISE

TOP OF GRADE

TYPICAL

N.T.S. NOT TO SCALE

TC TOP OF CURB

TW TOP OF WALL

Ø

DEPARTMENT OF STATE HOSPITALSDSH

CONCRETE

CLEAR

CONC.

CLR.

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

CWR

CWS

FINISHED GRADEFG

FINISHED FLOORFF

NATURAL GASG

FUEL OILF

SYNTHETIC NATURAL GASSNG

STORM DRAINSD

SANITARY SEWERSS

STEAM TUNNEL/LINEST

APPROXIMATEAPPROX.

CAST IRONCI

ENGINEER OF RECORDEOR

FINISH SURFACE RAMPFSR

(N) NEW

EXISTING/PROTECT IN PLACE KEYNOTE

DEMOLITION KEYNOTE

NEW WORK KEYNOTE

TOP AND TOE LANDSCAPE SLOPE

CONCRETE PAVING

ASPHALT PAVING

FIRE HYDRANT

AGGREGATE SURFACE

WATER VALVE

PIPE CAP

5.8. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE RE-DESIGN

(INCLUDING ANY CHANGES IN LATERALS, VALVES, SPRAY HEADS,

ETC.) WILL WORK AS DESIGNED WITH EXISTING PRESSURES AND

SUPPLY LINES ON SITE.

5.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION

OF ANY NECESSARY SLEEVES OF SUFFICIENT SIZE UNDER ALL

PAVED AREAS PRIOR TO PAVING.

5.10. ALL WIRES FROM CONTROLLER TO AUTOMATIC VALVES TO BE

COPPER, DIRECT BURIAL, MIN. #14 GAUGE. INSTALL IN SAME TRENCH

AS MAINLINE PIPING WHERE POSSIBLE. MIN. COVERAGE OVER WIRE

TO BE 18". COMMON WIRE TO BE WHITE IN COLOR.

5.11. PROVIDE MIN. 18" COVERAGE OVER ALL PRESSURE LINES, AND A

MIN. OF 12" COVERAGE OVER ALL NON-PRESSURE LINES. ALL

PIPING UNDER PAVING TO BE MIN. SCHEDULE 40 P.V.C. AND TO

HAVE MIN. 24" COVER OVER PIPING.

5.12. CONTRACTOR TO FLUSH ALL LINES AND ADJUST ALL SPRINKLERS

FOR MAXIMUM PERFORMANCE, AND TO PREVENT OVERSPRAY ONTO

WALKS, DRIVES, BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL

INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE

CONDITIONS.

5.13. NO NEW SPRAY HEADS/OVERHEAD IRRIGATION SHALL BE INSTALLED

WITHIN 24" OF ANY NON PERMEABLE SURFACE.

5.14. CONTRACTOR WILL INSTALL SWING CHECK VALVES OR SPRING

LOADED CHECK VALVES AS REQUIRED TO ELIMINATE EXCESSIVE

DRAINAGE FROM LOW SPRINKLERS.

5.15. UPON COMPLETION, CONTRACTOR TO SUPPLY TO OWNER,

COMPLETE SET OF REPRODUCIBLE "AS-BUILT" DRAWINGS.

DRAWINGS WILL SHOW LOCATION OF ALL VALVES, LINES, HEADS,

ETC. WITHIN LIMIT OF WORK.

5.16. THE IRRIGATION REPAIRS AND MODIFICATIONS SHALL BE FULLY

GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF

ACCEPTANCE BY OWNER. ANY DEFECTIVE MATERIALS OR POOR

WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY

CONTRACTOR AT NO COST TO OWNER.

6. TREE PROTECTION NOTES

"TREE PROTECTION ZONE" (TPZ) FOR EXISTING TREES:

6.1. BEFORE BEGINNING ANY DEMOLITION OR CONSTRUCTION

OPERATIONS, THE CONTRACTOR SHALL INSTALL A CORRECTIONS

GRADE TEMPORARY FENCE AROUND ALL EXISTING TREES TO BE

SAVED WITHIN PROJECT AREA.

6.2. TPZ FOR ALL TREE SPECIES (EXCEPT PROTECTED TREES): THE

FENCE SHALL BE INSTALLED NO CLOSER THAN THE DRIP-LINE (OR AS

FAR AWAY FROM THE TRUNK AS PRACTICABLE).

6.3. TPZ FOR ALL PROTECTED TREES: THE FENCE SHALL BE INSTALLED

NO CLOSER TO THE TREE THAN 5' FROM THE EDGE OF THE TREE'S

DRIPLINE OR 15' FEET FROM THE TRUNK, WHICH EVER IS GREATER.

6.4. 5" THICK LAYER OF MULCH SHALL BE PLACED AROUND THE ENTIRE

DRIPZONE WITHIN THE TPZ, BEGINNING 1' FROM THE TRUNK.

6.5. NO CONTRACTORS OR CREWS SHALL BE ALLOWED INSIDE THIS TPZ.

6.6. NO FOREIGN MATERIALS (OTHER THAN MULCH PLACED PER D

ABOVE) SHALL BE STORED OR DUMPED WITHIN THIS AREA.

6.7. NO WORK OF ANY KIND, INCLUDING TRENCHING, SHALL BE ALLOWED

WITHIN THE TPZ EXCEPT WITH PRIOR APPROVAL OF ENGINEER OR

AUTHORIZED REPRESENTATIVE AND AS DESCRIBED IN TRENCHING

NOTES.

6.8. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING

INCLUDING DURING FENCE INSTALLATION AND REMOVAL.

6.9. TPZ FENCING SHALL BE CORRECTIONS GRADE AND APPROVED AS

SAFE FOR USE IN THE SECURED TREATMENT AREA BY DSH PRIOR TO

CONSTRUCTION.

6.10. TPZ FENCING SHALL REMAIN AROUND EACH TREE TO BE SAVED

UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS. IT SHALL

THEN BE REMOVED BY THE CONTRACTOR.

7. TRENCHING AND GRADING

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

THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE

7.2. EXCESS EARTHWORK SHALL BE REMOVED FROM DSH PROPERTY

AND LEGALLY DISPOSED OF.

7.3. ALL DEMOLISHED ITEMS INCLUDING PAVING SHALL BE REMOVED FROM

DSH PROPERTY AND LEGALLY DISPOSED OF.

7.4. PIPE INSTALLATION SHALL WITH THE SPECIFICATIONS ALSO COMPLY

WITH THE MANUFACTURER'S RECOMMENDATIONS. REFER TO NOTES

IN SECTION 9 REGARDING HORIZONTAL DIRECTIONAL BORING

INSTALLATION.

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

SHALL NOT BE PERMITTED IN BACKFILL WITHIN 12 INCHES OF PIPE

OR APPURTENANCES.

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

LIFTS.

7.7. 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.

7.8. CONTRACTOR TO PROVIDE BARRICADES, 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.

7.9. PROVIDE SHORING AS REQUIRED TO STABILIZE SIDES OF EXCAVATIONS.

SHORING MUST BE PROVIDED FOR EXCAVATIONS DEEPER THAN 5' WHERE

WORKERS ARE PRESENT.

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

UNDERGROUND UTILITIES.

7.11. 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.

7.12. RESTORE ALL SURFACES TO MATCH EXISTING CONDITIONS PRIOR TO THE START OF

WORK.

8. SUBMITTALS

8.1. SCONTRACTOR TO TAKE PHOTOS OF ALL AREAS, INCLUDING LANDSCAPING,

PRIOR TO DEMOLITION/CONSTRUCTION. PHOTOS SHALL BE SUBMITTED TO

EOR AND DSH.

8.2. CONTRACTOR SHALL SUBMIT A MINIMUM OF 5 COPIES OF ALL SUBMITTALS FOR

APPROVAL PRIOR TO PURCHASE OF MATERIALS. TWO COPIES WILL BE

RETAINED BY DSH. AN APPROVED COPY OF ALL SUBMITTALS MUST BE

MAINTAINED AT THE JOBSITE BY THE CONTRACTOR.

8.3. A SUBMITTAL IS REQUIRED FOR ALL EQUIPMENT AND MATERIAL INCLUDING,

PAINT, BEDDING MATERIAL, CONCRETE, ASPHALT CONCRETE, AGGREGATE

BASE, PIPING, VALVES, PULL BOXES, ETC.

8.4. SUBMIT TEST RESULTS SIGNED BY RESPONSIBLE TESTING AGENCY

WITHIN 2 WORKING DAYS OF COMPLETION FOR ALL REQUIRED TESTS.

8.5. 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 THECOMPLETION OF THE JOB.

9. CLEAN UP

9.1. CONTRACTOR SHALL MAINTAIN CLEAN ROADWAYS, WALKWAYS, PARKING

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

9.2. DAILY, AND UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE

DEBRIS, RUBBISH AND WASTE FROM AREA OF WORK AND STAGING AREA.

9.3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PORTABLE TOILETS.

10. SEQUENCE OF WORK

10.1. SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL BY DSH PROJECT

MANAGER PRIOR TO STARTING ANY WORK. ENSURE ALL AREAS OF THIS

HOME ARE ACCESSIBLE TO BOTH PEDESTRIAN AND VEHICULAR TRAFFIC AT

ALL TIMES.

10.2. CONTRACTOR TO SCHEDULE AND PHASE DEMOLITION, NEW AND

CONSTRUCTION WORK WITH OWNER PRIOR TO PERFORM SCOPE OF WORK.

DETAIL #

SHEET #

DETAIL

POINT OF CONNECTION

POINT OF DISCONNECTION

TREE

EXISTING FENCE

ABBREVIATIONS

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

M-30D

M-30B M-30C

C0.2

OVERALL SITE PLAN

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D

S H

-P \C

A D \2

C .2

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

OVERALL SITE PLAN

N

SCALE: 0 80FEET40

1" = 40'

OVERALL SITE PLAN

N

SCALE: 0 80FEET40

1" = 40'

PROJECT SITE

BASIS OF HORIZONTAL CONTROL:

THE BASIS OF HORIZONTAL CONTROL SHALL BE

BASED UPON DIMENSIONS AND STATIONS SHOWN

ON THE PLANS TO EXISTING IMPROVEMENTS AND

FEATURES OF THE SITE.

V

IC

T O

R

IA

A V E

PROPERTY LINE

FENCING

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

X X

X X

X X

X X

X X

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

(W

(W

(W

(W

(E

M-30D

TC-1

TC-2

WM-3 WM-8

SE-1 OR AS REQUIRED SE-6

SE-1 OR AS REQUIREDSE-1A

TC-2

SE-6OR

AS REQUIRED

SE-1

C0.3

EROSION CONTROL PLAN

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D

S H

-P \C

A D \2

C

.3

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

SCALE:

EROSION CONTROL PLAN

N 0 201 FEET10

1" = 10'

TEMPORARY SEDIMENT CONTROL:

SILT FENCE

PERIMETER SILT FENCE

GRAVEL BAG BARRIER

STOCKPILE MANAGEMENT

CONCRETE WASTE MANAGEMENT

WASTE MANAGEMENT &

MATERIAL POLLUTION CONTROL:

EQUIPMENT TRACKING CONTROL:

STABILIZED CONSTRUCTION ENTRANCE/EXIT

K-RAIL BARRIER, UTILIZE EXISTING K-RAIL BARRIERS WHERE

POSSIBLE

1. CONTRACTOR SHALL REMOVE ALL EROSION &

SEDIMENT CONTROL AND BEST MANAGEMENT

PRACTICE (BMP) FEATURES AT THE END OF THE

CONSTRUCTION.

GENERAL NOTES:

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

X X

X X

X X

X X

X X

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

(W

(W

(W

(W

(W

(W) (W)

(E

TYP.

TYP.

16.75'

47.5

.5

M-30D

C1.1

DEMOLITION PLAN

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D

S H

-P \C

A D \2

C

.1

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

SCALE:

DEMOLITION PLAN

N 0 201 FEET10

1" = 10'

PROTECT IN PLACE KEYNOTES:

(E) CONCRETE PAVING

(E) CONCRETE CHANNEL

(E) CHAINLINK FENCE AND POST, INCLUDING FENCE FOOTING

(E) LANDSCAPE

(E) BUILDING

(E) TREE. SEE DETAIL FOR TREE PROTECTION ZONE.

(E) PULLBOX

(E) LIGHT POST

(E) WATER METER

(E) ELECTRICAL PANEL

(E) ELECTRICAL CONDUIT

(E) WATER LINE

(E) TRENCH

(E) EXPOSED CONCRETE FOR FENCE FOOTING

DEMOLITION KEYNOTES:

SAWCUT AND REMOVE CONCRETE PAVING

SAWCUT AND REMOVE CONCRETE CURB

CONCRETE BRIDGE PAVING

REMOVE WATER LINE. CAP LINES ON BOTH ENDS.

REMOVE PIPE SUPPORTS ATTACHED TO BRIDGE

C8.1

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

X X

X X

X X

X X

X X

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

(W

(W) (W)

(E

16'

12'9 .2

R= 28'

.5

.5

.5

.5

1.75'

10.75'

M-30D

2'

2'

.5

.5

'5

TYP.

6 TYP.

7 TYP.

7 TYP.

FINISH

START

8 CASE 1

CASE 2

C2.1

NEW WORK PLAN

SCALE:

NEW WORK PLAN

N 0 201 FEET10

1" = 10'

NEW WORK PLAN KEYNOTES:

C8.1

C8.1

CONCRETE PAVING

6" CONCRETE CURB

STRUCTURAL CONCRETE PAVING. SEE STRUCTURAL SHEET S5.2

12" CONCRETE CURB. SEE STRUCTURAL SHEET S5.2

VARIABLE HEIGHT CONCRETE CURB

CONTRACTION JOINT

DOWELED CONSTRUCTION JOINT

EXPANSION JOINT

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D

S H

-P \C

A D \2

C .1

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

GENERAL NOTES:

1. RESTORE EXISTING IRRIGATION SYSTEM TO MATCH

OPERATION PRIOR TO START OF CONSTRUCTION, SEE

LANDSCAPE NOTES ON C0.1.

2. CONTRACTOR TO TAKE PHOTOS OF ALL AREAS, INCLUDING

LANDSCAPING, PRIOR TO DEMOLITION/CONSTRUCTION

3. SEE C0.1 FOR UTILITY LOCATE NOTES.

C8.2 5

C8.2

C8.2

C8.1

C8.2

CASE 1: BETWEEN EXIST. SECURITY FENCE STRIP FOOTING

AND NEW CONCRETE PAVING

CASE 2: BETWEEN EXIST. DRAINAGE CHANNEL AND NEW

CONCRETE PAVING

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

X X

X X

X X

X X

X X

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

(W

(W

(W

(W

(W

(W) (W)

(E

(199.53) FS

(199.13) FS

(196.62) FS(196.21) FS

198.35 FS

(197.56) CULVERT TW

198.57 FS

(197.78) CULVERT TW

198.15 FS

(197.15) CULVERT TW

200.00 WM

TBM

M-30D

(2 .9

(2.5%)

199.22 TC

198.72 FS

199.65 TC

198.65 FS

199.28 TC

198.28 FS

0.7%

.5

198.91 FS

197.26 TC

196.76 FS

197.71 FS

1.2%

.4

.6

199.25 FS

2.

2%

0.

4%

1.3%

.5

.9

198.41 TC

197.41 FS

199.26 TC

198.26 FS

197.57 FS

(196.57) CULVERT TW

198.76 TC

197.91 TC

C3.1

GRADING PLAN

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D

S H

-P \C

A D \2

C .1

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

SCALE:

GRADING PLAN

N0 20 1 FEET10

1" = 10'

GRADING NOTES:

1. CONTRACTOR SHALL VERIFY IMPORT/EXPORT OF SOIL

WITH DSH REPRESENTATIVE AT A MINIMUM 3 DAYS

BEFORE MOBILIZATION. EXCESS EARTHWORK SHALL BE

REMOVED FROM DSH PROPERTY AND LEGALLY

DISPOSED OF, UNLESS OTHERWISE NOTIFIED.

BASIS OF HORIZONTAL CONTROL:

THE BASIS OF HORIZONTAL CONTROL SHALL BE BASED UPON

DIMENSIONS AND STATIONS SHOWN ON THE PLANS TO

EXISTING IMPROVEMENTS AND FEATURES OF THE SITE.

BASIS OF VERTICAL CONTROL:

THE BASIS OF VERTICAL CONTROL TO BE TEMPORARY

BENCHMARK (TBM) LOCATED AT THE PULLBOX DIRECTLY IN

FRONT OF GUARDPOST 5 AS SHOWN BY KEYNOTE

ELEVATION 200.00'.

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

C8.1

DETAILS

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D S H

-P \C

A D

\2 C .1

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

VEHICULAR CONCRETE PAVING

C8.1

NOT TO SCALE

CONCRETE CURB DETAIL

C8.1

NOT TO SCALE

TREE PROTECTION ZONE DETAIL

C8.1

NOT TO SCALE

NOT TO EXCEED 20' O.C.

PROVIDE CONTRACTION JOINT

NOTE:

8"

6"

SLOPE

C8.1

CRUSHED

AGGREGATE BASE

COMPACTED TO

95%

CONC PAVING

1/4"R

EXISTING FINISH GRADE

C

O V E R

SUBGRADE SOIL

COMPACTED TO AT LEAST

95% RELATIVE

COMPACTION PER ASTM

D1557.

PORTLAND CEMENT CONCRETE

SHALL HAVE A MIN. COMPRESSIVE

STRENGTH OF 4,500 PSI AT 28 DAYS

#4 REBAR @

MAXIMUM 24"

O.C. EACH WAY

CLASS 2 OR CRUSHED

MISCELLANEOUS BASE

COMPACTED TO 95%

RELATIVE COMPACTION

PER ASTM D1557.

TREE PROTECTION ZONE (TPZ) = CROWN DRIP LINE OR

5' OUTSIDE DRIP LINE FOR PROTECTED TREES.

MAINTAIN EXISTING

GRADE WITH THE TREE

PROTECTION FENCE

2" X 6' STEEL POSTS

OR APPROVED EQUAL.

TREE PROTECTION

FENCE: HIGH DENSITY

POLYETHYLENE

FENCING WITH 3.5" X 1.5"

OPENINGS; COLOR-

ORANGE. STEEL POSTS

INSTALLED AT 8' O.C.

5" THICK

LAYER OF MULCH.

NOTES:

1- IF EXISTING IRRIGATION IS DISRUPTED, WATER TREE BY HAND PER IRRIGATION

NOTES.

2- NO PRUNING (INCLUDING ROOT PRUNING) SHALL BE PERFORMED EXCEPT AS

DIRECTED BY APPROVED CONTRACTOR'S ARBORIST.

3- NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING

DURING FENCE INSTALLATION AND REMOVAL.

KEEP OUT

TREE

PROTECTION

AREA

8.5" X 11" SIGN

LAMINATED

IN PLASTIC

SPACEDEVERY

50' ALONG THE

FENCE.

SECTION VIEW

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 NEEDEDTO PREVENT TRACKING

CONSTRUCTION ENTRANCE (TC-1)

C8.1

NOT TO SCALE

CONCRETE

WASHOUT

AREA

NOTES:

1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE

STREET OR INTO A DRAINAGE SYSTEM.

2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A

DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO

RETAIN LIQUID AND SOLID WASTE SHALL BE PROVIDED ON SITE.

3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE

VACUUMED OR CONTAINED, DRIED, PICKED UP AND DISPOSED OF

PROPERLY.

4. CONCRETE ROLL OFF DUMPSTER OR CONCRETE WASHOUT AREA

SHALL BE LINED WITH A MINIMUM 10 MIL. POLYETHYLENE SHEETING.

REFER TO BMP #WM-8 FROM THE 2003 CALIFORNIA CONSTRUCTION

BMP HANDBOOK

BERMED

CONTAINMENT AREA

C8.1

NOT TO SCALE

GRAVEL BAG BARRIER (SE-6)

C8.1

NOT TO SCALE

SECTION

TYPICAL TYPICAL ELEVATION

NOT TO SCALE

GRAVEL BAGS (TYP)

GRAVEL BAGS SPACE 4'

INTERVALS

CHAIN LINK

PERIMETER

FENCE

SILT FENCE

ATTACHED TO

CHAIN LINK

FENCE BY

WIRE TIES

SILT PERIMETER FENCE (SE-1A)

C8.1

NOT TO SCALE

GRAVEL BAGS PLACE

TIGHTLY TOGETHER

ALL AROUND MATERIAL

STOCKPILED MATERIAL

STOCKPILE MANAGEMENT (WM-3)

C8.1

NOT TO SCALE

SILT FENCE (SE-1)

C8.1

NOT TO SCALE

1. STAKE DIMENSIONS ARE NOMINAL.

2. DIMENSION MAY VARY TO FIT FIELD

CONDITION.

3. STAKES SHALL BE SPACED AT 8'-0"

MAXIMUM AND SHALL BE POSITIONED

ON DOWNSTREAM SIDE OF FENCE.

4. STAKES TO OVERLAP AND FENCE

FABRIC TO FOLD AROUND EACH STAKE

ONE FULL TURN. SECURE FABRIC TO

STAKE WITH 4 STAPLES.

5. STAKES SHALL BE DRIVEN TIGHTLY

TOGETHER TO PREVENT POTENTIAL

FLOW-THROUGH OF SEDIMENT OF

JOINT. THE TOPS OF THE STAKES

SHALL BE SECURED WITH WIRE.

6. FOR END STAKE, FENCE FABRIC SHALL

BE FOLDED AROUND TWO STAKES ONE

FULL TURN AND SECURED WITH 4

STAPLES.

7. MINIMUM 4 STAPLES PER STAKE.

DIMENSIONS SHOWN ARE TYPICAL.

8. JOINING SECTIONS SHALL NOT BE

PLACED AT SUMP LOCATIONS.

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

8"

S L O

P E

6"

6"

NOTES:

STAKE B

STAKE A

FABRIC SECTION B

(SEE NOTES 6, 7, & 12)

FABRIC SECTION A

(SEE NOTES 6, 7, & 12)

FABRIC

FABRIC

(SEE NOTE 8)

2"X2" WOOD STAKE

(SEE NOTE 3)

2"X2" WOOD

STAKE (SEE

NOTES 3&5)

FABRIC, SEE

NOTE 9

SEE DETAIL A

SILT FENCE FABRIC

2"X2"

WOOD

STAKE

18" TYP.

NEW CONCRETEEXISTING CONCRETE

9" TYP.

C8.1

COATED WITH

BOND BREAKER

#4 DEFORMED TIE

BAR SPACED AT

30" MAX.

ON CENTER

DRILL 58" DIA HOLE INTO EXISTING CONCRETE. APPLY

SIMPSON SET HIGH STRENGTH EPOXY-TIE (OR

APPROVED EQUAL) ICC-ES-ESR-1772 TO BOND THE BAR

TO EXISTING CONCRETE PAVEMENT

R=1 4"

DOWELED JOINT DETAIL

C8.1

NOT TO SCALE

1' - 2 BAGS

MIN.

CONCRETE WASTE MANAGEMENT (WM-8)

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

C8.2

DETAILS

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 #: 24794-3

00000000000XXXX

DEPARTMENT OF STATE

HOSPITALS, PATTON

DEPARTMENT OF

STATE HOSPITALS

(DSH)

AS SHOWN

WEST PERIMETER

BRIDGE

DSH

07/30/2025

AC AC

F

IL

E L \2

-3

W e s t P e ri m e te r B ri d g e D

S H

-P \C

A D \2

C

.2

.d w g

D A T E /T

IM

E O c t :0

P M

JCCA

1 03-03-2025 60% DESIGN

100% SUBMITTAL

Client Agency

DEPARTMENT OF STATE HOSPITALS

385 VAN NESS AVE., SUITE 208, TORRANCE, CA 90501

P: 310.212.7644 F:310.212.5272I

2 04-23-2025 95% DESIGN

3 04-29-2025 100% DESIGN

KP KP

CONTRACTION JOINT DETAIL

C8.2

NOT TO SCALE

1/2"R 6"

#4 @12" O.C.

CONC PAVING

CONCRETE CURB WALL DETAIL

C8.2

NOT TO SCALE

BRIDGE CURB AND

PAVEMENT PER

STRUCTURALSEE CURB

DETAIL

SEE CURB

DETAIL

C8.1

C8.2

CURB CONSTRUCTION CUT SECTION

C8.2

NOT TO SCALE

8"

-1

/2

GROOVED, SAWCUT,

OR PLASTIC INSERTS

1/8" WIDE

REBAR CONTINUOUS

THROUGH JOINTS

C8.1

SLOPE

NOTES:

1. CONTRACTION JOINTS SHALL BE LOCATED AT NOT TO EXCEED 15' ON

CENTER. SEE PLANS FOR LOCATION.

2. EACH PANEL LENGTH SHALL NOT EXCEED 1.25 TIMES THE PANEL

WIDTH.

C8.2

4 CONCRETE EXPANSION JOINT

NOT TO SCALE

EXPANSION JOINT (E.J.)

EXPANSION JOINT TO BE

CONSTRUCTED TO MEET

ADA REQUIREMENTS

(MAX WIDTH 12") AND

SPACED 30' TO 50'

APART

8" PREMOLDED

EXPANSION FILLER

STRIP

/4

CONSTRUCTION DOCUMENTS V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/04/25

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

GENERAL NOTES

100SN001

1. INTERPRETATION OF DRAWINGS & SPECIFICATIONS

A. WHERE SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT, THEY ARE ARRANGED

IN SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS

OF THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF

SUCH LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND THEIR

SUBCONTRACTORS.

B. IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF

CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK

INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR

VICE VERSA, SHALL BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT

PARTICULARLY DETAILED, MARKED OR SPECIFIED, SHALL BE IDENTICAL OR SIMILAR TO LIKE

CASES OF CONSTRUCTION THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS

OCCUR ON DRAWINGS AND/OR SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR

METHODS WILL PREVAIL.

C. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK

DONE BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER AT ONCE AND IN WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK SO

AFFECTED WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING THE

NECESSARY APPROVAL, DECISION OR INSTRUCTIONS IN WRITING FROM THE OWNER, THEN

THE CONTRACTOR SHALL HAVE NO VALID CLAIM AGAINST THE OWNER, FOR THE COST OF

SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT. NO

VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR BE THE BASIS FOR

ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES OR AGENTS. THE

FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS

IN THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE

ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR

ON NOTICE THAT, SHOULD THE CONTRACTOR ELECT TO PROCEED, THEY ARE DOING SO AT

THEIR OWN RISK.

2. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.

3. SHOP DRAWING NOTE:

A. WHEN NOT ADDRESSED BY DIVISION 1 OF THE SPECIFICATIONS, SUBMITTALS SHALL BE

ELECTRONIC PDF FORMAT.

B. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE

TO THE STRUCTURAL ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN

CONCEPT BY INDICATING WHICH MATERIAL THE CONTRACTOR INTENDS TO FURNISH AND

INSTALL, AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS THE

CONTRACTOR INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS. DUPLICATION OF

DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT ACCEPTABLE.

C. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE

STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT

NECESSARILY LIMITED TO, STRUCTURAL STEEL, REINFORCING STEEL, & GLUE-LAMINATED

BEAMS.

D. PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR

CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS

BEING "REVIEWED FOR CONFORMANCE".

E. SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT

CHANGE ORDERS.

F. ANY DETAIL ON THE SHOP DRAWINGS THAT DEVIATES FROM THE CONTRACT DOCUMENTS

SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE".

G. SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE

RESUBMITTAL FOR RE-REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL

CONTRACTOR. RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE

GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES.

4. SAFETY NOTE:

A. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS

THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE

STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION

OF ALL FORMS AND SHORING REQUIRED. SHORING INDICATIONS (LOCATION, DIRECTION,

DURATION, ETC.) ARE ONLY SHOWN ON THE STRUCTURAL DWGS WHEN REQUIRED TO

IMPLEMENT THE DESIGN INTENT OF THE FINAL WORK PRODUCT. DETERMINATION

WHETHER SHORING IS REQUIRED FOR TEMPORARY OR INTERMEDIATE CONDITIONS

DURING CONSTRUCTION IS WHOLLY THE RESPONSIBILITY OF THE CONTRACTOR.

C. THE OWNER AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR

THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

5. THE CONTRACTOR SHALL NOTIFY ENGINEER WHERE A CONFLICT OR DISCREPANCY OCCURS

BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER PORTION OF THE CONTRACT

DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH NOTIFICATION SHALL BE GIVEN IN DUE

TIME SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE. IN CASE OF A CONFLICT

BETWEEN STRUCTURAL DRAWINGS AND SPECIFICATIONS THE MORE RESTRICTIVE CONDITION

SHALL TAKE PRECEDENCE UNLESS WRITTEN APPROVAL HAS BEEN GIVEN FOR THE LEAST

RESTRICTIVE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ENGINEER PRIOR TO

COMMENCING ANY WORK.

6. CONTRACTOR SHALL PROVIDE AN ALLOWANCE EQUAL TO 2% OF THE BID FOR STRUCTURAL

STEEL, MISC. IRON AND REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE

STRUCTURAL ENGINEER. UNUSED AMOUNT TO REVERT TO THE OWNER UPON COMPLETION

OF THE JOB.

7. ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE

REVIEWED BY THE ENGINEER. SUCH REVIEW WILL BE BILLED ON A TIME AND MATERIALS BASIS

TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION WILL BE

ALLOWED.

8. DO NOT SCALE DRAWINGS. CONTACT THE ENGINEER FOR ANY DIMENSIONS NOT SHOWN.

9. THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY LOCAL BUILDING

OFFICIALS AND THE OWNER AND SIGNED BY THE STRUCTURAL ENGINEER.

2x12 2x121x8

FTG

WIDTH

PLAN

FOUNDATIONS

200SN001

1. THE BASIS OF DESIGN AND ALLOWABLE CAPACITIES OF THE FOUNDATION SYSTEM HAVE BEEN

PROPORTIONED IN ACCORDANCE WITH THE PRESUMPTIVE LOAD-BEARING VALUES OF SOILS

FROM SECTION 1806 OF THE CBC.

2. FOUNDATIONS SHALL BEAR ON COMPACTED FILL MATERIAL 12 INCHES IN DEPTH MAXIMUM

WITH IN-PLACE DRY DENSITY NOT LESS THAN 90-PERCENT OF THE MAXIMUM DRY DENSITY AT

OPTIMUM MOISTURE AS PRESCRIBED BY CBC SECTION 1804.6.

3. ALL FILLING, BACKFILLING AND COMPACTION SHALL BE DONE UNDER THE OBSERVATION OF A

REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER AND MUST BE COMPACTED TO THE

MINIMUM DENSITY SPECIFIED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN ASTM

D1557 AS PRESCRIBED BY CBC SECTION 1804.6

4. BOTTOMS OF ALL FOUNDATIONS SHALL BE LEVEL. CHANGES IN BOTTOM OF FOUNDATION

ELEVATION SHALL BE MADE ACCORDING TO STEPPED FOOTING DETAIL ON THE TYPICAL

DETAIL SHEET.

5. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT

EXCAVATIONS PROVIDED THE EXCAVATIONS ARE STABLE

(AS DETERMINED BY A REPRESENTATIVE OF THE GEOTECHNICAL

ENGINEER). OTHERWISE, FOUNDATIONS SHALL BE FULLY

FORMED. USE MINIMUM PLANKING SHOWN TO PROTECT

AGAINST SLOUGHING, AS REQUIRED. PLANKING DOES

NOT REPLACE FORMWORK REQUIRED TO STABILIZE EXCAVATION.

6. THE SURFACE OF ALL HORIZONTAL CONSTRUCTION JOINTS SHALL BE CLEANED & ROUGHENED

BY EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN MORTAR MATRIX.

7. NOTIFY THE STRUCTURAL ENGINEER 48 HOURS BEFORE CASTING FOUNDATIONS.

8. A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL ADVISE THE BUILDING OFFICIAL

IN WRITING THAT:

A. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED.

B. THE FOUNDATION EXCAVATION DEPTH AND MATERIAL ARE ADEQUATE TO ACHIEVE DESIGN

BEARING CAPACITY.

(A) -

AB -

ABV -

ADDL -

AHU -

ALT -

APPROX -

ARCH -

(B) -

BLDG -

BLKG -

BLW -

BM -

B.O. -

BOF -

BOTT -

BRCG -

BRG -

BTWN -

BYND -

CC -

CG -

CJ -

CJP -

CL -

CLG -

CLR -

CMU -

COL -

CONC -

CONN -

CONT -

CONTR -

COORD -

CSK -

DBL -

DF -

DIAG -

DL -

DWG -

(E) -

EA -

EF -

EFF -

EJ -

ELEC -

ELEV -

EN -

EOS -

EQ -

ES -

EW -

EXT -

FB -

FC -

FDN -

FF -

FRMG -

FRT -

FS -

FTG -

GA -

GALV -

GLB -

GR -

GYP -

HD -

HDR -

HGR -

HK -

HORIZ -

HSB -

HSS -

HT -

INT -

OCCURS ABOVE

ANCHOR BOLT

ABOVE

ADDITIONAL

AIR HANDLING UNIT

ALTERNATE

APPROXIMATE

ARCHITECTURAL

OCCURS BELOW

BUILDING

BLOCKING

BELOW

BEAM

BOTTOM OF

BOTTOM OF FOOTING

BOTTOM

BRACING

BEARING

BETWEEN

BEYOND

CENTER TO CENTER

CENTER OF GRAVITY

CONSTRUCTION JOINT

COMPLETE JOINT PENETRATION

CENTERLINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

CONTRACTOR

COORDINATE

COUNTERSINK

DOUBLE

DOUGLAS FIR

DIAGONAL

DEAD LOAD

DRAWING

EXISTING

EACH

EACH FACE OR EDGE FASTENER

EFFECTIVE

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAILING

EDGE OF SLAB

EQUAL

EACH SIDE

EACH WAY

EXTERIOR

FACE OF BLOCK/BRICK OR FLAT BAR

FACE OF CONCRETE

FOUNDATION

FINISH FLOOR

FRAMING

FIRE RETARDANT TREATED

FACE OF STUD OR FAR SIDE

FOOTING

GAUGE OR GAGE

GALVANIZED

GLUED LAMINATED BEAM

GRADE

GYPSUM

HOLDOWN

HEADER

HANGER

HOOK

HORIZONTAL

HIGH STRENGTH BOLT

HOLLOW STRUCTURAL SECTION

HEIGHT

INTERIOR

JH -

LL -

LLH -

LLV -

LONGIT -

LS -

LW -

LWC -

MECH -

MFR -

MI -

MTL -

(N) -

NIC -

NS -

NTS -

NW -

NWC -

o/ -

OD -

OH -

OPNG -

OSB -

PAF -

PC -

PERP -

PJ -

PJP -

PL -

PT -

PW -

REINF -

REQD -

RWD -

SC -

SCH -

SEOR -

SHTG -

SIM -

SJ -

SMS -

SOG -

SP -

SPCG -

SQ -

SS -

STD -

STFNR -

STGRD -

STL -

STRUCT -

SW -

T&B - T&G -

THRD -

TN -

T.O. -

TOC -

TOF -

TOS -

TOW -

TRANS -

TYP -

UNO -

VERT -

VIF -

WF -

WHS -

WP -

WS -

WWF -

XS -

XXS -

Ø -

JOIST HANGER

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LAG SCREW

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

MECHANICAL

MANUFACTURER

MALLEABLE IRON

MARK

METAL

NEW

NOT IN CONTRACT

NEAR SIDE

NOT TO SCALE

NORMAL WEIGHT

NORMAL WEIGHT CONCRETE

OVER

OUTSIDE DIAMETER

OPPOSITE HAND

OPENING

ORIENTED STRAND BOARD

POWER ACTUATED FASTENER

PIECE

PERPENDICULAR

PANEL JOINT

PARTIAL JOINT PENETRATION

PLATE

PRESSURE TREATED OR POST-TENSIONED

PUDDLE WELD

REINFORCING OR REINFORCEMENT

REQUIRED

REDWOOD

SLIP CRITICAL

SCHEDULE

STRUCTURAL ENGINEER OF RECORD

SHEATHING

SIMILAR

SLAB CONTROL JOINT

SHEET METAL SCREW

SLAB-ON-GRADE

STRUCTURAL PANEL

SPACING

SQUARE

STAINLESS STEEL

STANDARD

STIFFENER

STAGGERED

STEEL

STRUCTURAL

SHEAR WALL

TOP & BOTTOM

TONGUE & GROOVE

THREADED

TOE NAIL

TOP OF

TOP OF CONCRETE (SLAB UNO)

TOP OF FOOTING OR TOP OF FRAMING

TOP OF STEEL

TOP OF WALL

TRANSVERSE

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VERIFY IN FIELD

WIDE FLANGE

WELDED HEADED STUD

WORK POINT

WOOD SCREW

WELDED WIRE FABRIC

EXTRA STRONG

DOUBLE EXTRA STRONG

ROUND OR DIAMETER

ABBREVIATIONS

100SN003

CONCRETE

300SN001

1. CONCRETE SHALL ATTAIN 28 DAY COMPRESSIVE STRENGTH AS REQUIRED IN NOTE #22.

SLUMP SHALL BE 4 INCHES ± 1 INCH WITHOUT ADMIXTURES UNLESS NOTED OTHERWISE IN THE

SPECIFICATIONS.

2. CONCRETE MIX DESIGNS SHALL BE PREPARED ACCORDING TO ACI 318 CHAPTER 26.4 AND

ACI 301 SECTION 4, REVIEWED BY OWNER'S TESTING LABORATORY AND SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW.

3. CEMENTITIOUS MATERIALS:

CEMENT SHALL CONFORM TO ASTM C-150 TYPE II OR V.

FLY ASH SHALL CONFORM TO ASTM C-618. MAX. QUANTITY OF FLY ASH BY MASS SHALL BE 25%

UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS.

SLAG SHALL CONFORM TO ASTM C989. MAX. QUANTITY OF SLAG BY MASS SHALL BE 25%

UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS.

TERNARY SYSTEMS ARE PROHIBITED.

4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE

AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE.

5. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED NONMETALLIC FORMULA.

6. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNO. REINFORCING STEEL

TO…