Drawings_C24864050.pdf

PDF 18 MB Posted Apr 3, 2025

Attached to: C24864050 SAN CLEMENTE STATE BEACH - Replace Combination Building #6
Solicitation number: 0000034948
Issued by: Orange County, Orange Cove City, Orange City, Orangevale CDP, San Francisco City, Orange Blossom CDP, California

View the file

Other files

File	Type	Posted
Bid_Forms_C24864050.pdf	PDF	Apr 3, 2025
Project_Manual_C24864050.pdf	PDF	Apr 3, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

AUTHOR

CHECKER

DESIGNER

F ile

L -C

A D -O

C D -9

\S a n C le m e n te

\R e p la c e C o m b in a ti o n B u ild in g

\G e n e ra l\ T -1

.0 T

L E S

H E E T .d w g L a y o u t:

-1 .0

L E S

H E E T

D a te

O c to b e r

:1 p m U s e r:

O liv ia

.B ru n ts c h

05/01/2024

X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V3PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

G-1.0

R E P L A C

E C

O M

A T

N B

S A N C

L E M

E N T E S

T A T E B

E A C

L E S

H E E T

REPLACE COMBINATION BUILDING #6

SAN CLEMENTE STATE BEACH

PROJECT SUMMARY: LOCATION MAP

SHEET INDEX VICINITY MAP

0001 TITLE SHEET G-1.0

0002 ABBREVIATIONS & SYMBOLS G-2.0

0003 GENERAL NOTES & CODE ANALYSIS G-3.0

0004 CIVIL NOTES AND PROJECT INFORMATION C-0.1

0005 EXISTING CONDITIONS AND DEMOLITION PLAN C-1.0

0006 HORIZONTAL CONTROL PLAN C-2.0

0007 PRECISE GRADING PLAN C-3.0

0008 UTILITY IMPROVEMENT PLAN C-4.0

0009 STANDARD DRAWINGS C-5.0

0010 BUILDING ACCESSIBILITY DETAILS A-0.0

0011 FLOOR & ROOF PLANS A-1.0

0012 EXTERIOR ELEVATIONS A-2.0

0013 BUILDING SECTION & ENLARGED FLOOR PLANS A-3.0

0014 RESTROOM ENLARGED PLANS & INTERIOR ELEVATIONS A-4.0

0015 SHOWER ENLARGED PLANS & INTERIOR ELEVATIONS A-5.0

0016 ARCHITECTURAL DETAILS A-6.0

0017 GENERAL NOTES S1-0

0018 GENERAL NOTES S1-1

0019 GENERAL NOTES S1-2

0020 GENERAL NOTES S1-3

0021 GENERAL NOTES S1-4

0022 GENERAL NOTES S1-5

0023 GENERAL NOTES S1-6

0024 TYPICAL DETAILS S2-0

0025 TYPICAL DETAILS S2-1

0026 REFERENCE SITE PLAN SD-1

0027 FOUNDATION & ROOF FRAMING PLANS S3-0

0028 FOUNDATION DETAILS S4-0

0029 ROOF FRAMING DETAILS S5-0

0030 LEGEND AND GENERAL NOTES E-0.0

0031 ONE-LINE DIAGRAM E-0.1

0032 SITE POWER PLAN E-1.0

0033 BUILDING POWER PLAN E-2.0

0034 BUILDING LIGHTING PLAN E-3.0

0035 DETAILS E-4.0

0036 DETAILS E-4.1

0037 LEGEND AND GENERAL NOTES P-1.1

0038 SCHEDULES AND DETAILS P-1.2

0039 PLUMBING PLAN P-2.0

0040 PLUMBING PLAN P-3.0

0041 SANITARY RISER DIAGRAM P-4.0

OWNER:

STATE OF CALIFORNIA, DEPARTMENT OF PARKS AND RECREATION

PARK DISTRICT:

ORANGE COAST DISTRICT/ORANGE COAST SOUTH SECTOR

PARK UNIT:

SAN CLEMENTE STATE BEACH

SCOPE OF WORK:

DEMOLISH EXISTING COMBINATION BUILDING AND CONSTRUCT NEW

COMBINATION BUILDING.

SFM PERMIT #:

24-S-1947-CP-DR

PREPARED BY:

CALIFORNIA DEPARTMENT OF PARKS AND RECREATION

SOUTHERN SERVICE CENTER

NTC AT LIBERTY STATION BARRACKS 26

2797 TRUXTUN RD.

SAN DIEGO CA 92106

PHONE: (619) 221-7060

FAX: (619) 221-7082

PREPARED FOR:

ORANGE COAST DISTRICT/ORANGE COAST SOUTH SECTOR

3030 AVENIDA DEL PRESIDENTE

SAN CLEMENTE, CA 92672

COUNTY: ORANGE

PHONE: (949) 492-0802

PROJECT ADDRESS:

225 AVENIDA CALAFIA

SAN CLEMENTE, CA 92672

(949) 492-3156

NO SCALE

COMBINATION

BUILDING #6

FIELD OSFM DEFERRED ITEMS

CFC CHAPTER 33 SITE FIRE SAFETY PLAN - BUILDING OWNER AND CONTRACTOR ARE TO

ADHERE TO CFC CHAPTER 33 AND SITE FIRE SAFETY PLAN PER 3303.1.1. THIS PLAN MUST BE

VERIFIED BY OSFM FIELD DEPUTY PRIOR TO START OF ANY CONSTRUCTION OPERATIONS.

C-34839

T C

IHCRADESN

S T A

OF CALIF

R N

IA04/30/2025

RENEWAL

DATE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

Srikanth Rao, CASp-927 1/31/25

25-005

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

F ile

L -C

A D -O

C D -9

\S a n C le m e n te

\R e p la c e C o m b in a ti o n B u ild in g

\G e n e ra l\ G

-2 .0

A B B R

E V

N S

S Y M

B O

L S .d w g L a y o u t:

-2 .0

A B B R

E V

N S

S Y M

B O

L S

D a te

O c to b e r

:1 p m U s e r:

O liv ia

.B ru n ts c h

05/01/2024

X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V3PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

G-2.0

R E P L A C

E C

O M

A T

N B

S A N C

L E M

E N T E S

T A T E B

E A C

A B B R

E V

N S

S Y M

B O

L S

DIAMETER

AND

CENTERLINE

POUND OR NUMBER

AB AGGREGATE BASE, ANCHOR BOLT

A.B. ANCHOR BOLT

ABAND. ABANDONED

ABUT. ABUTMENT

ABV. ABOVE

ACOUST. ACOUSTICAL

AC. ASPHALT CONCRETE

ACCESS. ACCESSIBILE

ADA AMERICANS WITH DISABILITIES ACT

ADJ. ADJUSTIBLE ABOVE

A.F.F. FINISH FLOOR ABOVE

A.F.G. FINISH GRADE

ALUM. ALUMINUM

AP. ASSESSOR'S PARCEL

APM AUTOMATIC PAYMENT MACHINE

APPL APPLY

APPROX. APPROXIMATELY

ARCH. ARCHITECTURAL

BC. BEGINNING OF CURVE

BEG. BEGINNING

BLDG. BUILDING

BLKG. BLOCKING

BLW BELOW

BM. BEAM

BN. BLIND NAILING

BMK. BENCHMARK

BOT. BOTTOM

BRG BEARING

BTWN BETWEEN

CAB. CABINET

C.B. CATCH BASIN

CBC CALIFORNIA BUILDING CODE

CC CENTER TO CENTER

C.I.P. CAST IN PLACE

C.J. CEILING JOIST

CL. CHAIN LINK

CLR. CLEAR

CMU. CONCRETE MASONRY UNIT

CO. CLEANOUT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECT, OR CONNECTION

CONT. CONTINUOUS

COTG CLEANOUT TO GRADE

CR. CURB RETURN

CS. COMFORT STATION

CSK COUNTER SINK

CTR'D CENTERED

CY. CUBIC YARDS

DBL DOUBLE

DF. DOUGLAS FIR OR DRINKING FOUNTAIN

DG. DECOMPOSED GRANITE

DIA. DIAMETER

DIAG. DIAGONAL

DIAGL. DIAGONAL

DIAG. DIMENSION

DIM. PT. DIMENSION POINT

DIP. DUCTILE IRON PIPE

DL DEAD LOAD

DO DITTO

DBL DOUBLE

DISP. DISPENSER

DN. DOWN

DPR DEPARTMENT OF PARKS & RECREATION

DR. DOOR

D.S. DOWN SPOUT

DWG. DRAWING

(E) (EXISTING)

E. EASTING OR ELECTRICAL LINE

EA. EACH

EC END OF CURVE

E.J. EXPANSION JOINT

ELECT. ELECTRICAL

EL. ELEVATION

ELEV. ELEVATION

ENCL. ENCLOSURE

EOP EDGE OF PAVEMENT

EP EDGE OF PAVEMENT

EPC EPOXY COATED

EQ. EQUAL

EXIST. EXISTING

EXT. EXTERIOR

EXTER. EXTERIOR

EXU. EDGE OF SHOULDER OR EXPOSED STRUCTURE

ESA ENVIRONMENTALLY SENSITIVE AREA

FB FIRE BLANKET OR FACE OF BLOCK

FC FRAMING CLIP

FD FLOOR DRAIN

FDN. FOUNDATION

FE. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISHED FLOOR

F.G. FINISHED GRADE

FGL FIBER GLASS

FIN. FINISH

FL. FLOW LINE

FLR. FLOOR

FOC FACE OF CURB

F.O.C. FACE OF CONCRETE OR CURB

F.O.F. FACE OF FRAMING

F.O.(EX)F FACE OF EXISTING FRAMING

F.O.(N)F FACE OF NEW FRAMING

F.O.M. FACE OF MASONRY

F.O.P. FACE OF POST

F.O.S. FACE OF STUD

F.O.W. FACE OF WALL

F.O.W.F. FACE OF WALL FINISH

FRAM'G FRAMING

FRP. FIBERGLASS REINFORCED PLASTIC

FT. FOOT OR FEET

FTG. FOOTING

F.V. FIELD VERIFY

GA. GAUGE

GALV. GALVANIZED

GD.LN. GRID LINE

G.I. GALVANIZED IRON

GL. GLASS

GLB. GLU-LAM BEAM

GPS GLOBAL POSITIONING SYSTEM

GYP. BD. GYPSUM BOARD

H.C. HOLLOW CORE

HD HOLD DOWN

HDR. HEADER

HGR. HANGER

HGRS HANGERS

HORIZ. HORIZONTAL

H.M. HOLLOW METAL

HR. HOUR

HT. HEIGHT

HGT HEIGHT

HWY. HIGHWAY

IE INVERT ELEVATION

IN. INCH

INSUL. INSULATION

INT. INTERIOR

INTERMED. INTERMEDIATE

INTERSEC. INTERSECTION

JT. JOINT

JST. JOIST

JNTR. JANITOR

LA. LANDSCAPE ARCHITECTURE

LAM. LAMINATE

LAV. LAVATORY

LF. LINEAR FEET

LT. LEFT OR LIGHT

MATR'L MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

MFR MANUFACTURE (ER)

MECH. MECHANICAL

MH. MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

MPOC. MID POINT ON CURVE

M.O. MASONRY OPENING

MOUNT. MOUNTING

M.R. MOISTURE RESISTANT

MTL. METAL

(N) (NEW)

N NORTHING

N.I.C. NOT IN CONTRACT

NO. OR # NUMBER

NTS NOT TO SCALE

N.T.S. NOT TO SCALE

O/ OVER

O.C. ON CENTER

OD OUTSIDE DIAMETER

OG ORIGINAL GROUND

OH OPPOSIT HAND OR OVERHANG

OPN'G OPENING

OPP. OPPOSITE

PB. PULL BOX

PCC PORTLAND CEMENT CONCRETE

PERF. PERFORATED

PI POINT OF INTERSECTION

PL. PLATE

PLY PLYWOOD

PLYWD. PLYWOOD

POC POINT ON CURVE

P.O.A. PATH OF TRAVEL

POT POINT ON TANGENT

PR. PAIR

PRC POINT OF REVERSE CURVATURE

PROJ. PROJECTION

PT POINT

P.T.D.F. PRESSURE TREATED DOUGLAS FIR

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

R OR RAD RADIUS

RAD RADIAL

RCP REINFORCED CONCRETE PIPE

RD.WD. REDWOOD

REF. REFRIGERATOR OR REFERENCE

REINF. REINFORCED OR REINFORCEMENT

REQ'D. REQUIRED

RET. RETAINING

RF. ROOF

R.J. ROOF JOIST

RM. ROOM

R.O. ROUGH OPENING

ROW RIGHT OF WAY

R.O.W. RIGHT OF WAY

R.R. RESTROOM

R.S. RECORD OF SURVEY

RT RIGHT

SBC SBC/ATT COMMUNICATIONS

S.C. SOLID CORE

SCE SOUTHERN CALIFORNIA EDISON CO.

SHTG. SHEATHING

SCHED SCHEDULE

SD STORM DRAIN

SHLDR SHOULDER

SHT. SHEET

SHTG SHEATHING

SIM. SIMILAR

SPECS SPECIFICATIONS

SQ. SQUARE

SS SANITARY SEWER

S.S. STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STOR. STORAGE

STR. STRUCTURAL

SUSP. SUSPENDED

SYM SYMMETRICAL

SYMB SYMBOL

T TELEPHONE

T&B TOP AND BOTTOM

TBC TOP BACK OF CURB

TBW TOP BACK OF WALK

TCA TILE COUNCIL OF AMERICA

T.N. TOE NAIL

TEL TELEPHONE

TEMP. TEMPERED

THK THICK(NESS)

T.O.F. TOP OF FRAMING

T.O.W. TOP OF WALL

T.S. TOP OF SLAB

TS STRUCTURAL TUBING OR TUBE STEEL

T.W. TOP OF WALL

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

VAR VARIES OR VARIABLE

VCP VITRIFIED CLAY PIPE

V.C.T VINYL COMPOSITION TILE

VERT. VERTICAL

V.T.R. VENT THROUGH ROOF

W WATER LINE

W/ WITH

W/O WITHOUT

W.C. WATER CLOSET

W.D. WOOD

W.F. WALL FACE

W.J. WEAKENED JOINT

W.P. WATERPROOF OR WORK POINT

W.R. WATER RESISTANT

WWF WELDED WIRE FABRIC

WD. CONT. MEMBER

TILE

SHEET ELEVATION APPEARS ON

PLYWOOD

WD. BLOCKING

STEEL

GRADE

DOOR NUMBER

INTERIOR ELEVATION NUMBER

SHEET DETAIL APPEARS ON

NEW OR FINISHED CONTOURS

SECTION/ELEVATION NUMBER

DASH INDICATES DETAIL ON SAME SHEET

DETAIL NUMBER

SLOPING SURFACE

EXISTING CONTOURS

PROPERTY LINE

MATERIAL KEYNOTE

SHEET KEYNOTE

ELEVATION SHOWN

3 GRID LINE IDENTIFICATION AND WINDOW NUMBER

SHEET SECTION/ELEVATION APPEARS ON

ROOM NUMBER

UE UE

BUILDING

WOOD FENCE

CONCRETE

FINISH FLOOR ELEVATION (FF)

CONTROL POINTS AS DESCRIBED

UNDERGROUND ELECTRIC

ELECTRIC METER (ELEC MTR)

ELECTRIC PULLBOX (PB)

FIRE HYDRANT

HOSE BIB

TREE DRIPLINE (DL)

TREE DIAMETER AND TYPE PER PLAN

BUSH

SEWER MANHOLE

SIGN (LABELED PER PLAN)

STORM DRAIN INLET

WALL (WOOD RETAINING WALL)

WATER METER

WATER VALVE

UNKNOWN UTILITY VAULT

FOUND MONUMENTS

FF= XXXX.X

ELEC MTR

ELEC PB

HBIB

ELECTRIC OUTLET (UNLESS OTHERWISE NOTED)

WD. CONT. MEMBER

TILE

PLYWOOD

WD. BLOCKING

GRADE

INDICATES

SLOPE

10.5

A-5.1

WORK POINT, CONNECTION POINT

DATUM POINT OR CONTROL POINT

BUILDING

CRUSHED ROCK

WTR VLV

SSMH

SYMBOLS LEGEND

SEWER CLEANOUTCO CO

WTR WTR

FINISH MATERIAL TO ALIGN

C-34839

T C

IHCRADESN

S T A

OF CALIF

R N

IA04/30/2025

EXPIRATION

DATE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947 srao

WORK LIMITS

4" FIRE HYDRANT

R40'-6"

13'-4"

12'-5"

27'

15'-2"

22'-7"

24'-4"

R60'-7"

R152'-5"

15'-1"

14'-1"

14'-11"

16'-3"

R59'-1"

21'-3"

19'-11"

28'-6"

R37'-10"

ENTRANCE KIOSK

ISLAND

FIRE ACCESS ROUTE

PUBLIC ROAD

PARK ENTRANCE ROAD

ONE-WAY LANE

4" FIRE HYDRANT

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

F ile

L -C

A D -O

C D -9

\S a n C le m e n te

\R e p la c e C o m b in a ti o n B u ild in g

\G e n e ra l\ G

-1 .0

G E N

E R

A L N

O T E S

C O

D E A

N A L Y S

.d w g L a y o u t:

-2 .0

G E N

E R

A L N

O T E S

C O

D E A

N A L Y S

D a te

O c to b e r

:2 p m U s e r:

O liv ia

.B ru n ts ch

05/01/2024

X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V3PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

G-3.0

R E P L A C

E C

O M

A T

N B

S A N

C L E M

E N

T E S

T A T E B

E A C

G E N

E R

A L N

O T E S

C O

D E A

N A L Y S

1. ALL CONSTRUCTION SHALL COMPLY WITH CURRENT APPLICABLE CODES, ORDINANCES,

REGULATIONS AND STATUTES.

2. THE PROJECT MANUAL ISSUED AS PART OF THESE CONSTRUCTION DOCUMENTS IS AN

INTEGRAL PART OF THE CONTRACT DOCUMENTS.

3. REFER TO PROJECT MANUAL, NOTICE TO CONTRACTORS FOR PREBID JOB SHOWING

REQUIREMENTS.

4. PROVIDE TEMPORARY CONSTRUCTION FENCING, GATE(S), BARRICADES OR OTHER MEANS OF

PROTECTING THE PUBLIC AND PREVENTING UNAUTHORIZED ENTRY INTO CONSTRUCTION SITE.

5. MAINTAIN SAFE, CONTINUOUS PUBLIC ACCESS TO NON AFFECTED PARK FACILITIES.

TEMPORARY INTERRUPTIONS REQUIRE PRIOR APPROVAL OF STATE’S REPRESENTATIVE AND

WILL NOT BE ALLOWED WITHOUT PROVISION FOR ALTERNATE MEANS OF ACCESS.

6. STATE WILL CONTINUE TO OCCUPY AND OPERATE PARK FACILITIES DURING CONSTRUCTION.

ANY TEMPORARY INTERRUPTION TO UTILITIES/SERVICES REQUIRES PRIOR APPROVAL OF

STATE'S REPRESENTATIVE.

7. INVESTIGATE, VERIFY AND COORDINATE WORK OF THE PROJECT WITH EXISTING CONDITIONS

AND DIMENSIONS. NOTIFY THE STATE'S REPRESENTATIVE OF ANY CONDITION REQUIRING

CLARIFICATION OR MODIFICATION PRIOR TO PROCEEDING WITH THE AFFECTED WORK.

8. LOCATIONS OF EXISTING UNDERGROUND UTILITIES, WHERE SHOWN ON DRAWINGS, ARE

APPROXIMATE ONLY AND HAVE NOT BEEN VERIFIED BY THE STATE OR ITS REPRESENTATIVES.

DETERMINE LOCATION OF ALL EXISTING UTILITIES AND NOTIFY APPLICABLE UTILITY

COMPANY(IES) AND STATE’S REPRESENTATIVE PRIOR TO COMMENCING WORK. PROTECT ALL

UTILITIES TO REMAIN AND REPAIR ANY AND ALL DAMAGES TO EXISTING UTILITIES CAUSED BY

THE CONTRACTOR’S FAILURE TO LOCATE AND PRESERVE SUCH UTILITIES.

9. CONTACT UNDERGROUND SERVICE ALERT (“DIG ALERT”) AT 800.227.2600 A MINIMUM OF TWO (2)

DAYS IN ADVANCE OF STARTING ANY EXCAVATION OR DIGGING.

10. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. LARGE SCALE DETAILS

TAKE PRECEDENCE OVER SMALLER SCALE DETAILS. SPECIFIC NOTES TAKE PRECEDENCE

OVER GENERAL NOTES. SPECIFICATIONS TAKE PRECEDENCE OVER DRAWINGS.

11. DAILY REMOVE AND DISPOSE OF ALL CONSTRUCTION RELATED DEBRIS, RUBBISH AND WASTE

MATERIAL FROM AREAS ACCESSIBLE OR VISIBLE TO THE PUBLIC.

12. ALL DAMAGE TO EXISTING FACILITIES BY CONTRACTOR, INCLUDING UNDERGROUND UTILITIES

AND STAINING FROM EQUIPMENT LEAKS SHALL BE REPAIRED AT CONTRACTOR’S EXPENSE.

13. ENFORCE FEDERAL AND STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION REQUIREMENTS AND REGULATIONS.

14. ALL APPARENT OMISSIONS AND CONFLICTS BETWEEN COMPONENTS OF THE DRAWINGS

AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE STATE’S

REPRESENTATIVE IMMEDIATELY BEFORE PROCEEDING WITH ANY RELATED WORK. NO

CHANGES SHALL BE MADE UNLESS APPROVED IN WRITING BY THE STATE’S REPRESENTATIVE.

15. PROVIDE ALL NECESSARY BACKING, BLOCKING, FRAMING, HANGERS AND SUPPORT FOR

INSTALLATION OF FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL OTHER ITEMS

REQUIRING SUPPORT OR ATTACHMENT TO BUILDING.

16. TEMPORARY STORAGE OF MATERIALS SHALL HAVE WEIGHT DISTRIBUTED SO AS NOT TO

EXCEED DESIGN LIVE LOAD FOR ANY FLOOR OR ROOF SYSTEM.

17. ALL MATERIALS AND FINISHES SHALL BE INSTALLED OR APPLIED IN ACCORDANCE WITH

MANUFACTURER’S WRITTEN INSTRUCTIONS.

18. ALL FLOOR FINISH MATERIALS SHALL BE INSTALLED FLUSH WITH ADJACENT WALKING

SURFACES UNLESS OTHERWISE NOTED.

19. ALL FINISH MATERIALS SHALL BE JOINED FLUSH WITH EXISTING FINISH MATERIAL SURFACES

UNLESS OTHERWISE NOTED.

20. OBTAIN SEPARATE PERMITS AS REQUIRED FOR CONSTRUCTION OF TRENCHES OR

EXCAVATIONS WHICH ARE FIVE (5) FEET OR DEEPER AND INTO WHICH A PERSON IS REQUIRED

TO DESCEND.

21. INFORMATION SHOWN AS PROJECT AREA AND SURROUNDING AREAS IS NOT INTENDED TO

REPRESENT ACCURATE INFORMATION FOR SUCH AREAS WHEN IT IS SHOWN AS

"BACKGROUND" OR "TO ESTABLISH ORIENTATION."

1. APPROVED PLANS SHALL BE ONSITE PRIOR TO CONSTRUCTION.

2. UPON COMPLETION OF PROJECT, A FINAL INSPECTION FOR OCCUPANCY SHALL

BE CONDUCTED BY THE OFFICE OF THE STATE FIRE MARSHAL (SFM). SCHEDULE

ALL INSPECTIONS 72 HOURS IN ADVANCE. TELEPHONE NO. (626)305-1908.

3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A

KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

4. INTERIOR FINISHES SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 8,

CALIFORNIA BUILDING CODE, 2016 EDITION

5. THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY

WITH CALIFORNIA FIRE CODE (CFC) CHAPTER 33.

6. FIRE DEPARTMENT VEHICLE ACCESS SHALL BE PROVIDED AND MAINTAINED

THROUGHOUT ALL OF THE SITE DURING THE ENTIRE TIME ON CONSTRUCTION.

7. ANY EXISTING ON-SITE FIRE HYDRANTS SHALL BE IN OPERATION PRIOR TO ANY

COMBUSTIBLE MATERIALS BEING DELIVERED TO THE JOBSITE.

FIRE DEPARTMENT NOTES

GENERAL NOTES

APPLICABLE CODES:

· 2022 CALIFORNIA ADMINISTRATIVE CODE

· 2022 CALIFORNIA BUILDING CODE

· 2022 CALIFORNIA ELECTRICAL CODE

· 2022 CALIFORNIA MECHANICAL CODE

· 2022 CALIFORNIA PLUMBING CODE

· 2022 CALIFORNIA ENERGY CODE

· 2022 CALIFORNIA FIRE CODE

· 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE

· 2022 CALIFORNIA REFERENCED STANDARDS CODE

· CCR-TITLE 19 PUBLIC SAFETY: DIVISION 1 STATE FIRE MARSHAL

C.C.R. TITLE 24 - CALIFORNIA BUILDING STANDARDS CODE

· DIVISION 1 - STATE FIRE MARSHAL

C.C.R. TITLE 19 - PUBLIC SAFETY

STATE FIRE MARSHAL CODE DATA MATRIX

2019 CALIFORNIA BUILDING CODE

PROJECT NAME: REPLACE COMBINATION BUILDING #6

COMBO BLDG #6

OCCUPANCY CLASSIFICATION

...(CBC SECTION 303-312 )

1B OCCUPANCY USE SHOWERS & RESTROOMS

BUILDING CONSTRUCTION TYPE

...(CBC TABLE 601)

VB (NEW)

NUMBER OF STORIES

..(ALLOWABLE (2) STORIES PER TABLE 504.4)

4A ACTUAL HEIGHT 14'-2"

ALLOWABLE HEIGHT

...(FEET / NUMBER OF STORIES, TABLE 504.3)

40 FT. / ONE STORY

5 BUILDING AREA (SF) EACH BUILDING 986 SF

NON SEPARATED USE

...(i.e. TENANT IMPROVEMENTS)

N/A

7 SEPARATED OR NON-SPERATED USE N/A

ALLOWABLE AREA PER CBC

...(TABLE 506)

5,500 SF

9 AREA INCREASE 215 SF

10 HEIGHT INCREASES NONE

FIRE SPRINKLERED

...(CBC SECTION903.2)

FIRE ALARM

...(CBC SECTION 907.2)

OTHER FIRE PROTECTION SYSTEM

...(CBC SECTION 907.2.11)

14 SMOKE CONTROL SYSTEM N

15 FIRE FLOW N/A

OCCUPANT LOAD

...(FOR ENTIRE BUILDING AND EACH FLOOR )

...(CBC TABLE 1004.1.2)

17 YEAR BUILDING WAS CONSTRUCTED NEW

FIRE HAZARD SEVERITY ZONE

... STATE RESPONSE AREA(SRA)

...OR LOCAL RESPONSE AREA (LRA)

...SEE WEB SITE: HTTP://FRAP.FIRE.CA.GOV

LRA

19 SEISMIC JOINTS N/A

EMERGENCY RESPONDER RADIO

..COVERAGE

N/A

MINIMUM PLUMBING FACILITIES

... CPC TABLE 4-4

WATER CLOSETS: 5

LAVATORIES: N/A

SHOWERS: 3

FIRE ACCESS PLAN

3/32"=1'-0"

0 16'8'

1 1/2"

C-34839

T C

IHCRADESN

S T A

OF CALIF

R N

IA04/30/2025

EXPIRATION

DATE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

HTTP://FRAP.FIRE.CA.GOV

1. GEOTECHNICAL REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT MANUAL FOR

CONTRACTOR'S INFORMATION.

2. CONTRACTOR SHALL ANTICIPATE THAT EXCAVATIONS INTO SITE SOILS THAT CONSIST OF

SANDS MAY CAVE OR SLOUGH AND WILL NOT BE UNIFORM OR SMOOTH. CONTRACTOR SHALL

ANTICIPATE THAT ADDITIONAL FILL MATERIALS OR CONCRETE WILL BE NEEDED TO FILL THESE

EXCAVATIONS. ADDITIONALLY, EXCAVATIONS IN SANDS AND BEDROCK MAY REQUIRE THE

USE OF COILED STEEL SHEETS (SUCH AS STAY-FORM®, OR EQUAL), SHORING, OR OTHER

METHODS TO SUPPORT THE EXCAVATION SIDE WALLS FOR FOOTINGS AND SHALLOW

TRENCHES FROM SLOUGHING, OR COLLAPSE, REGARDLESS OF DEPTH. THE USE OF COILED

STEEL SHEETS SHALL NOT BE PROPOSED AS THE TEMPORARY SHORING SYSTEM FOR CUTS

24 INCHES OR GREATER IN DEPTH.

3. OLD PARALIC DEPOSITS, COBBLES AND CONCRETIONS MAY BE ENCOUNTERED DURING

EXCAVATION, REQUIRING INCREASED EXCAVATION EFFORT. CONTRACTOR IS RESPONSIBLE

FOR SELECTING APPROPRIATE EQUIPMENT AND METHODS TO ACCOMMODATE EXCAVATION

OF THESE MATERIALS.

4. FOR HORIZONTAL DRILLING OPERATIONS, THE CONTRACTOR SHOULD SELECT THE

APPROPRIATE DRILL BITS OR CUTTING TOOLS TO ACCOMMODATE CEMENTED ZONES,

RESISTANT MATERIALS, AND OTHER SITE GEOTECHNICAL CHARACTERISTICS.

5. GROUNDWATER WAS NOT ENCOUNTERED DURING GEOTECHNICAL INVESTIGATION TO THE

MAXIMUM DEPTH OF BORINGS OF 15'. SEASONAL PERCHED GROUNDWATER OR SEEPAGE

COULD BE PRESENT DURING OR FOLLOWING PRECIPITATION EVENTS. CONTRACTOR IS

RESPONSIBLE FOR MANAGING AND DISPOSING OF GROUNDWATER ENCOUNTERED DURING

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL

REGULATIONS.

1. PORTIONS OF THE PARK FACILITIES WILL REMAIN OPEN TO THE PUBLIC DURING

CONSTRUCTION. PROVIDE AND MAINTAIN BARRICADES AND SAFETY DEVICES AS REQUIRED

TO CONTROL VEHICULAR AND PEDESTRIAN TRAFFIC WITHIN AND AROUND THE

CONSTRUCTION AREA AT ALL TIMES. COORDINATE ALL TEMPORARY CLOSURES OF

FACILITIES WITH STATE'S REPRESENTATIVE.

2. MAINTAIN SECURITY OF THE SITE AT ALL TIMES. PROVIDE TEMPORARY FENCING AS

REQUIRED TO SECURE CONSTRUCTION SITE PERIMETER. SECURE ALL ENTRANCES AT END

OF EACH WORKDAY. REFER TO SPECIFICATION SECTION 015000 - TEMPORARY FACILITIES

AND CONTROLS FOR ADDITIONAL INFORMATION. REFER TO SPECIFICATION SECTION 312333

-TRENCHING, BACKFILLING, AND COMPACTING FOR OPEN TRENCH SECURITY

REQUIREMENTS.

3. COMPLY WITH ALL CURRENT APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. FOR

INFORMATION REGARDING THIS PROVISION, ATTENTION IS DIRECTED TO CONTACT THE

STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS, SACRAMENTO

(1-800-963-9424). OBTAIN A PERMIT FROM THE CAL/OSHA FOR ALL TRENCH EXCAVATIONS

5-FEET OR GREATER IN DEPTH PRIOR TO BEGINNING ANY EXCAVATION. MAINTAIN A COPY OF

THE PERMIT AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES.

4. PROTECT BENCHMARKS AND CONTROL POINTS IN-PLACE THROUGHOUT THE DURATION OF

CONSTRUCTION. RETAIN THE SERVICES OF A LAND SURVEYOR LICENSED IN THE STATE OF

CALIFORNIA TO REPLACE BENCHMARKS AND CONTROL POINTS DAMAGED OR DESTROYED

DURING CONSTRUCTION, AND TO ESTABLISH NEW BENCHMARKS AS REQUIRED BY THE

CONTRACT DOCUMENTS.

5. REPAIR OR REPLACE ANY DAMAGE TO EXISTING SURVEY POINTS, UTILITIES, STRUCTURES, PROPERTY, ETC. NOT IDENTIFIED AS PART OF THE WORK. MAKE REPAIRS AND

REPLACEMENTS IN ACCORDANCE WITH THE OWNER'S CURRENT STANDARDS. NO EXTENSION

OF CONTRACT TIME OR PRICE WILL BE GRANTED FOR WORK TO REPAIR OR REPLACE

DAMAGE CAUSED DURING CONSTRUCTION TO SAID FEATURES.

6. SEQUENCE WORK TO MINIMIZE UTILITY SERVICE INTERRUPTIONS AND TO CONFINE

INTERRUPTIONS TO AREAS OF THE PARK LOCAL TO THE WORK. PROVIDE TEMPORARY PIPING

AND VALVES AS NEEDED TO CONFINE OR ISOLATE THE EXTENT OF SERVICE INTERRUPTIONS.

NO SERVICE INTERRUPTIONS WILL BE ALLOWED ON WEEKENDS AND HOLIDAYS UNLESS

OTHERWISE APPROVED IN WRITING BY THE STATE'S REPRESENTATIVE.

7. MAINTAIN ADA PARKING, ACCESS, AND ROUTES OF TRAVEL FOR DURATION OF THE PROJECT.

REPAIR/REPLACE ANY DISTURBED ACCESSIBLE PARKING AND/OR ROUTES OF TRAVEL TO A

CONDITION COMPLIANT WITH CURRENT CBC ACCESSIBILITY REQUIREMENTS. RE-STRIPE

ENTIRE ADA PARKING STALL WHERE ANY PORTION OF EXISTING STRIPING IS DISTURBED.

8. PROTECT ALL EXISTING TREES AND OTHER VEGETATION IN PLACE, UNLESS NOTED

OTHERWISE. ADHERE TO THE REQUIREMENTS OF SPECIFICATION SECTION 015639 -

TEMPORARY TREE AND PLANT PROTECTION AND AVOID ADVERSE IMPACTS TO THE ROOTS

DURING TRENCHING AND EXCAVATION.

9. RESTRICT CONSTRUCTION ACTIVITIES TO THE LIMITS OF WORK INDICATED ON THE

DRAWINGS. IF NECESSARY TO DEVIATE FROM THE PROPOSED LIMITS OF WORK, WRITTEN

APPROVAL FROM THE STATE'S REPRESENTATIVE IS REQUIRED PRIOR TO PROCEEDING. NO

EQUIPMENT OR VEHICLES ARE ALLOWED ON THE BEACH/SAND EXCEPT WHERE NOTED TO

ALLOW REMOVAL OR INSTALLATION OF IMPROVEMENTS. NO EQUIPMENT OR VEHICLES ARE

ALLOWED BELOW THE HIGH TIDE LINE.

10. MAINTAIN ALL DRAINAGE FACILITIES IN WORKING ORDER WITHIN THE CONSTRUCTION AREA.

11. DAILY REMOVE AND DISPOSE OF ALL CONSTRUCTION-RELATED DEBRIS, RUBBISH AND

WASTE MATERIAL FROM AREAS ACCESSIBLE OR VISIBLE TO THE PUBLIC.

12. OVER-NIGHT CAMPING FOR CONSTRUCTION CREWS IS PROHIBITED. OBTAIN OVER-NIGHT

ACCOMMODATIONS OFF SITE.

13. THEFT IS COMMON IN THE PARK. SECURE VEHICLES, EQUIPMENT, MATERIALS, AND WORK

DURING CONSTRUCTION AND AT THE END OF EACH WORK DAY.

14. COORDINATE ANY REQUIRED TEMPORARY INTERRUPTIONS WITH STATE'S REPRESENTATIVE

IN WRITING A MINIMUM OF 7 DAYS PRIOR TO INTERRUPTION. SUBMIT TEMPORARY UTILITY

PLAN FOR APPROVAL PRIOR TO ANY INTERRUPTION OF UTILITY SERVICE.

15. WHERE CONNECTIONS TO EXISTING FACILITIES ARE SHOWN REDUCE, ADAPT NEW

CONNECTING LINES AS NECESSARY TO MATCH EXISTING MATERIALS, SIZES, AND

CONNECTION TYPES.

16. STAGING AND STORAGE AREAS AVAILABLE TO THE CONTRACTOR ARE INDICATED ON SHEET

C-1.0. CONTRACTOR MAY UTILIZE ADDITIONAL AREAS OF THE PROJECT SITE FOR STAGING

AND STORAGE OF MATERIALS, PROVIDED IT DOES NOT INTERFERE WITH ONGOING PARK

OPERATIONS, WITH PRIOR WRITTEN CONSENT FROM THE STATE'S REPRESENTATIVE.

17. WHERE CONNECTION TO EXISTING WATER SERVICE, APPURTENANCES, OR FIXTURES IS

NOTED, PROVIDE NEW SHUTOFF VALVE AT POINT OF CONNECTION WITH EXISTING LINE.

SHUTOFF VALVES SHALL BE OPERABLE BY A STANDARD 2" OPERATOR NUT UNLESS NOTED

OTHERWISE.

18. WHERE DEMOLITION OF ABOVEGROUND FIXTURES AND APPURTENANCES ARE CALLED OUT,

DEMOLISH TO A MINIMUM DEPTH OF 12" BELOW GRADE. CAP ANY OPEN LINES WITH CAP

APPROPRIATE FOR PIPE SIZE AND MATERIAL OR WITH A CONCRETE PLUG EXTENDING INTO

THE PIPE A MINIMUM OF 2' AND ENCAPSULATING THE OPEN END MINIMUM OF 4" ON ALL

SIDES.

19. WHERE NEW IMPROVEMENTS REQUIRE THE DEMOLITION AND/OR REMOVAL OF

HARDSCAPING (ASPHALT PAVEMENT, CONCRETE PAVEMENT, SIDEWALKS, CURBS, GRAVEL

OR DECOMPOSED GRANITE PATHWAYS, ETC.) REPAIR AND RESTORE TO ORIGINAL

PRE-PROJECT CONDITION AFTER INSTALLATION OF IMPROVEMENTS. MATCH EXISTING

MATERIAL GRADES, THICKNESS, AND QUALITY TO THE GREATEST EXTENT POSSIBLE.

20. WHERE TRENCHES MUST BE MADE ACROSS CONCRETE SIDEWALK WITH JOINTS, REMOVE

CONCRETE TO THE NEAREST JOINTS, TO REDUCE THE APPEARANCE OF TRENCH REPAIRS.

21. CONTRACTOR SHALL COMPLY WITH ALL CALIFORNIA AND FEDERAL OSHA REQUIREMENTS

FOR ALL GRADING ACTIVITIES, EXCAVATIONS, AND OTHER WORK TO BE PERFORMED. ALL

SHORING AND TEMPORARY BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR AND

SHALL BE PLACED, AS REQUIRED, TO FACILITATE THE WORK. CONTRACTOR SHALL RETAIN A

PROFESSIONAL ENGINEER, QUALIFIED IN SHORING DESIGN, FOR ALL SHORING AND BRACING

REQUIRED TO PERFORM WORK. ALL SHORING AND BRACING COSTS SHALL BE INCLUDED IN

THE PROJECT BID.

1. EXISTING UNDERGROUND UTILITIES SHOWN (PIPES, VALVES, ETC.) ARE BASED ON EXISTING

RECORDS AND OTHER SOURCES OF VARYING DEGREES OF RELIABILITY AND ACCURACY.

THEIR LOCATIONS ARE APPROXIMATE AND THERE IS NO GUARNATEE THAT ALL UTILITIES OR

OBSTRUCTIONS ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN IS ACCURATE IN

HORIZONTAL OR VERTICAL ALIGNMENT. RETAIN THE SERVICES OF A GEOPHYSICAL UTILITY

LOCATOR TO LOCATE UTILITIES AS NEEDED TO MAKE CONNECTIONS AND CROSSINGS, AND TO

AVOID UNINTENTIONAL DAMAGE TO OTHER UTILITIES.

2. LOCATIONS OF EXISTING UNDERGROUND UTILITIES, WHERE SHOWN ON DRAWINGS, ARE

APPROXIMATE ONLY AND HAVE NOT BEEN VERIFIED BY THE STATE OR ITS REPRESENTATIVES.

DETERMINE LOCATION OF ALL EXISTING UTILITIES AND NOTIFY APPLICABLE UTILITY

COMPANY(IES) AND THE STATE'S REPRESENTATIVE PRIOR TO COMMENCING WORK. PROTECT

ALL UTILITIES TO REMAIN AND REPAIR ANY AND ALL DAMAGES TO EXISTING UTILITIES CAUSED

BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE SUCH UTILITIES.

3. AT LEAST 48 HOURS PRIOR TO COMMENCING ANY EXCAVATION REQUEST UNDERGROUND

SERVICE ALERT (DIGALERT) AND NON-MEMBER COMPANIES OR UTILITIES TO MARK OR

OTHERWISE INDICATE THE LOCATIONS OF THE THEIR FACILITIES INCLUDING BUT NOT LIMITED

TO: VAULTS, PIPING, VALVES, CONDUCTORS OR CONDUITS, CABLES, AND FIBER OPTICS.

RETAIN THE SERVICES OF AN UTILITY LOCATING FIRM TO MARK ALL OTHER FACILITIES

INCLUDING THOSE OWNED BY DPR.

4. PRIOR TO CONSTRUCTION LOCATE EXISTING UTILITIES AT ALL PROPOSED CROSSINGS,

INTERFERENCES, OR CONNECTIONS TO ESTABLISH EXACT LOCATION SIZE, AND DEPTH. USE

METHODS APPROVED BY THE STATE'S REPRESENTATIVE AND THE UTILITY OWNER. POTHOLE

TO EXPOSE UTILITY WHEN CONFIRMATION OF SIZE AND/OR MATERIAL IS NEEDED OR

OTHERWISE REQUIRED BY THE UTILITY OWNER. CHANGES OR DELAYS CAUSED BY FAILURE

TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION IN THE AREA SHALL NOT BE

ELIGIBLE FOR EXTRA WORK COMPENSATION OR TIME EXTENSION. IMMEDIATELY NOTIFY THE

STATE'S REPRESENTATIVE OF THE EXISTENCE OF ANY UNDERGROUND UTILITY OMITTED AND

IN CONFLICT WITH THE WORK. NOTIFY THE STATE'S REPRESENTATIVE WHERE THE LOCATION

OF UTILITIES ARE SHOWN INCORRECTLY ON THESE DRAWINGS, ARE IMPROPERLY MARKED,

OR ARE IN CONFLICT WITH THE ALIGNMENT OF THE PROPOSED WORK. RECORD THE ACTUAL

DEPTH, LOCATION, SIZE AND FUNCTION ON THE AS-BUILT DRAWING SET.

5. UNLESS NOTED OTHERWISE, EXISTING UTILITIES SHALL REMAIN OPERATIONAL AT ALL TIMES

DURING CONSTRUCTION. DO NOT OPERATE, INTERRUPT, OR DISTURB EXISTING UTILITY

WITHOUT AUTHORITY OR ORDER FROM THE UTILITY OWNER. PROVIDE AND MAINTAIN

PROTECTIVE MEASURES AS REQUIRED OR OTHERWISE DIRECTED BY THE UTILITY OWNER TO

ENSURE INTEGRITY OF UTILITIES SHOWN AND THOSE OTHERWISE VISIBILE OR DISCOVERED.

NOTIFY THE OWNER(S) OF ANY DAMAGE TO THEIR UTILITIES. REPAIR OR REPLACE DAMAGED

UTILITIES, OR RETAIN THE SERVICES OF THE UTILITY OWNER TO DO SO, IN ACCORDANCE WITH

THE UTILITY OWNER'S CURRENT STANDARDS.

GENERAL CONSTRUCTION NOTES UNDERGROUND UTILITY NOTES

GEOTECHNICAL AND SITE CONDITIONS NOTES

1. IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, COMPLY WITH

WRITTEN AND VERBAL DIRECTION OF STATE'S REPRESENTATIVE AND STATE RESOURCE

SEPCIALISTS RELATED TO IMPACTS TO NATURAL, CULTURAL, AND HISTORIC RESOURCES.

2. REFER TO SECTION 000810 - CONSTRAINTS AND MITIGATIONS, SECTION AND ALL OTHER

DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND WORK REQUIREMENTS.

NATURAL, CULTURAL, HISTORIC RESOURCE NOTES

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

B. SAUTHER

R. NORTON

B. SAUTHER

F ile

F \E n g in e e ri n g \I m p P re c is e \C

-0 .1

O T E S A

N D

P R

O J E C T I N F O

R M

A T

N .d w g L a y o u t:

L a y o u t D a te

S e p te m b e r

:0 a m U s e r:

b ri a n s

05/01/2024

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V2PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

R E P L A C E C

O M

A T

N B

S A N C

L E M

E N T E S

T A T E B

E A C H

C-0.1

O T E S A

N D P

R O

J E C

F O

R M

A T

1. EARTHWORK QUANTITIES FOR PERMITTING:

CUT: 120 CU YD (MEASURED FROM EXISTING SURFACE TO BOTTOM GRADE OF MULCH AND

SIDEWALK)

FILL: 0 CU YD

THE EARTHWORK QUANTITIES SHOWN HERON REPRESENT THE ESTIMATED VOLUMETRIC

DIFFERENCE BETWEEN THE TOPOGRAPHIC SURFACE MODEL OF EXISTING GRADES AND THE

PROPOSED ROUGH GRADE SURFACE. THIS ESTIMATE DO NOT INCLUDE QUANTITIES FOR

DEMOLITION, CUTS TO ACHIEVE PROPOSED SUBGRADE ELEVATION, NOR DO THEY MAKE

CONSIDERATIONS FOR LOSSES OR BULKING DUE TO SHRINKAGE, SOIL AMENDMENTS,

STABILIZATION, CONSTRUCTION TECHNIQUE, MOISTURE CONTENT, FOOTING & TRENCH

SPOILS, BUILDING OVER-EXCAVATION, ETC. THESE, IN ADDITION TO ACTUAL FIELD

CONDITIONS, AND THE FINAL RECOMMENDATIONS OF THE SOILS ENGINEER MAY

SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT QUANTITIES.

QUANTITY ESTIMATES ON THESE PLANS ARE TO BE USED FOR PERMIT PURPOSES ONLY. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL QUANTITIES FOR THE

PURPOSE OF BIDDING AND CONSTRUCTION.

2. ALL EXPORT MATERIAL SHALL BE DISPOSED OF IN AN ACCEPTABLE LOCATION IN

ACCORDANCE WITH ALL APPLICABLE OFF-HAUL/DISPOSAL REQUIREMENTS. CONTRACTOR

SHALL PERFORM ANY REQUIRED TESTS REQUIRED BY RECEIVING FACILITIES.

3. DUST CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH ORANGE COUNTY

GRADING ORDINANCE AND COUNTY AIR POLLUTION CONTROL DISTRICT REQUIREMENTS.

4. NO CUT OR FILL SLOPES WILL B E CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE

VERTICAL (2:1).

5. MINIMUM DRAINAGE GRADIENT OF 5% IS REQUIRED FOR A MINIMUM OF 10' AWAY FROM THE

BUILDING PAD/FOUNDATION IN ACCORDANCE WITH THE BUILDING CODES FOR LANDSCAPED

AREAS ADJACENT TO BUILDINGS (SEE CBC SECTION 1804.3).

6. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL

HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL

INSPECTION.

7. CONTRACTOR TO ENGAGE A SOILS ENGINEER/TESTING FIRM FOR OBSERVATION AND TESTING

OF GRADING ACTIVITIES. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE PROJECT

PLANS AND SPECIFICATIONS. ALL TESTS SHALL CLEARLY INDICATE THE LOCATION AND

SOURCE OF THE MATERIAL.

8. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED

BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT

MATERIAL. GRADING AND COMPACTION REQUIREMENTS SHOULD BE AS PER THE

RECOMMENDATIONS OF THE GEOTECHNICAL REPORT OR AS SHOWN ON THE PROJECT PLANS,

WHICHEVER IS MORE STRINGENT.

9. FINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH CHAPTER 18 OF THE CBC.

10. REFER TO CONSTRUCTION WASTE MANAGEMENT SPECIFICATIONS FOR REQUIREMENTS OF

DIVERTING CONSTRUCTION DEBRIS FROM THE LANDFILL.

11. ANY TEMPORARY ON-SITE CONSTRUCTION STOCKPILES OR DEBRIS PILES SHALL BE COVERED

AND SECURED WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS OR STOCKPILES.

12. TRACKING ONTO THE STREETS AND ROADS SHALL BE MINIMIZED DURING CONSTRUCTION.

THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT,

DUST, MUD, AND ANY OTHER CONSTRUCTION- RELATED DEBRIS AT THE END OF EACH

WORKING DAY.

13. ALL GRADING AND WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL STANDARDS AND

REGULATIONS ESTABLISHED BY SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT,

INCLUDING, BUT NOT LIMITED TO AIRBORNE PARTICULATE (DUST) CONTROL AND EQUIPMENT

EMISSIONS REQUIREMENTS.

14. ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED HEREON OR

ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOILS

ENGINEER. THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE

BEGINNING ANY GRADING. UNOBSERVED AND UNAPPROVED GRADING WORK SHALL BE

REMOVED AND REDONE AT THE CONTRACTOR'S EXPENSE.

EARTHWORK AND GRADING NOTES

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

Kelsey.Henck Fri Nov 1 12:00:09 2024: V3

W W

LIM

ITS OF WORK

LIM

ITS OF WORK

S O

F W

O R K

LIM

ITS OF W

ORK

LIMITS OF WORK

O F W

S O

F W

O R K

LIM

ITS O

F W O R K

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

B. SAUTHER

R. NORTON

B. SAUTHER

F ile

F \E n g in e e ri n g \I m p P re c is e \C

-1 .0

E X

G C

O N

S A

N D D

E M

O L

P L A N

.d w g L a y o u t:

L a y o u t1 te

N o v e m b e r

:1 a m U s e r:

b ri a n s

05/01/2024

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V2PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

R E P L A C

E C

O M

A T

N B

S A N

C L E M

E N

T E S

T A T E B

E A C

C-1.0

E X

G C

O N

N S A

N D

D E M

O L

N P

L A N

LEGEND

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

Kelsey.Henck Mon Nov 18 11:34:04 2024: V3

W W

LIM

ITS OF WORK

LIM

ITS OF WORK

S O

F W

O R K

LIM

ITS OF WORK

O F W O

S O

F W

O R K

LIM

ITS O

F W O R K

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

B. SAUTHER

R. NORTON

B. SAUTHER

F ile

F \E n g in e e ri n g \I m p P re c is e \C

-2 .0

H O

O N

T A L C

O N

T R

O L P

L A N

.d w g L a y o u t:

L a y o te

S e p te m b e r

:0 a m U s e r:

b ri a n s

05/01/2024

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V2PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

R E P L A C

E C

O M

A T

N B

S A N

C L E M

E N

T E S

T A T E B

E A C

LINE/CURVE DATA TABLE LINE/CURVE DATA TABLE LINE/CURVE DATA TABLE

C-2.0

H O

O N

T A L C

O N

T R

O L P

L A N

NOTES:

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

Kelsey.Henck Fri Nov 1 12:00:42 2024: V3

W W

LIM

ITS OF WORK

LIM

ITS OF WORK

O F W

S O

F W

O R K

LIMITS OF WORK

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

B. SAUTHER

R. NORTON

B. SAUTHER

F ile

F \E n g in e e ri n g \I m p P re c is e \C

-3 .0

P R

E C

E G

R A D

P L A N

.d w g L a y o u t:

L a y o te

S e p te m b e r

:0 a m U s e r:

b ri a n s

05/01/2024

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V2PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

R E P L A C

E C

O M

A T

N B

S A N

C L E M

E N

T E S

T A T E B

E A C

SECTION A-A

SECTION B-B

PLAN

AND DRAINAGE SWALE DETAIL

CURB & GUTTER DETAIL

DETAIL -A DETAIL - B

2 0007

C-3.0

P R

E C

E G

R A D

P L A N

ADA DIRECTIONAL SIGN DETAIL

DETAIL - C

NOTES:

SHEDDING CURB & GUTTER

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

Kelsey.Henck Fri Nov 1 12:00:42 2024: V3

W W

LIM

ITS OF WORK

LIM

ITS OF WORK

S O F W O

S O

F W

O R K

LIMITS OF WORK

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

B. SAUTHER

R. NORTON

B. SAUTHER

F ile

F \E n g in e e ri n g \I m p P re c is e \C

-4 .0

U T

Y I M

P O

R V M

E N

T P

L A N

.d w g L a y o u t:

L a y o te

S e p te m b e r

:0 a m U s e r:

b ri a n s

05/01/2024

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V2PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

R E P L A C E C

O M

A T

N B

S A N

C L E M

E N

T E S

T A T E B

E A C

C-4.0

U T

Y I M

P O

R V M

E N

T P

L A N

LEGEND

NOTES:

SEWER HOOKUP DETAIL

PLAN VIEW

ELEVATION VIEW

SIDE VIEW

WATER FAUCET DETAILS

PIPE CLAMP DETAIL

FRONT VIEW

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

Kelsey.Henck Fri Nov 1 12:00:42 2024: V3

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

B. SAUTHER

R. NORTON

B. SAUTHER

F ile

F \E n g in e e ri n g \I m p P re c is e \C

-5 .0

S T A N

D A R

D D

R A W

S .d w g L a y o u t:

L a y o te

S e p te m b e r

:0 a m U s e r:

b ri a n s

05/01/2024

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V2PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

R E P L A C

E C

O M

A T

N B

S A N

C L E M

E N

T E S

T A T E B

E A C

C-5.0

S T A N

D A R

D D

R A W

SPPWC STD PLAN 111-5

SPPWC STD PLAN 120-3

OCPW STD PLAN 1205

OCPW STD PLAN 112-2-OC

2 1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

Kelsey.Henck Fri Nov 1 12:00:42 2024: V3

H-04E-81

TPH

LAVATORY

NOTE:

OPERATING WATER CLOSET FLUSH HANDLE,

5# MAXIMUM OPERATING FORCE

AUTOMATIC OR PLACED ON WIDE SIDE OF

THE FIXTURE COMPARTMENT.

24" MIN

18" MIN

17-1/2"

60" CLEAR

T O

O U

T L E T

T O

O P E N

24" MIN

T .O

G S U

R F A C

T .O

S E A T

(1 M

A X

17" MIN.

10"

T .O

G S U

R F A C

A X

F.F. F.F.

F.O.F.

INSULATE

WASTE LINE

WHERE

EXPOSED

SND

F.O.F.

54" MIN

MIN

MAX

(17" MIN -

18" MAX)

1'-4"

12"

(1 M

48" GRAB BAR

-3

A X

(12"

MAX)

(7" MIN -

9" MAX)

(6" MAX)MIN

42" GRAB BAR

(4 M

-4

A X

(3 M

-3

A X

A L

N W

T .O

T P H

(1 M

1'-0"

1'-6"

1'-9"

2'-0"

T .O

G S U

R F A C

H-04E-82

F.O.F.

COIN

BOX

DIVERTER

VALVE

GRAB BAR

SWIVEL

SHOWER

HEAD

1" MIN

1-1/2" MAX

FOLDING

SHOWER

SEAT

-1

/2 M

A X

2-1/2" MAX

(3 M

-3

A X

15" MIN

16" MAX

A X

L E V E R

-T Y P E

H A R

D W

A R

EQ. EQ.

A X

F R

O M

B A S E L

E O

F L O

W E S T T

A C

E C

H A R

A C

T E R

T O

F L O

O R

A-0.1

A-0.0

1'-0"

UNISEX DOOR SIGN

EACH SHAPE 1/4" THICK

1. TRIANGLE SHALL HAVE COLOR CONTRAST TO CIRCLE.

CIRCLE SHALL COLOR CONTRAST DOOR AND TRIANGLE.

2. MOUNTED 5'-0" AFF TO THE CENTER OF THE SIGN

AND CENTERED ON THE DOOR.

TYPICAL NOTES:

ACCESSIBLE

SHOWER

ACCESSIBLE

RESTROOM

SYMBOLS AND LETTERS SHALL BE

IN A COLOR CONSTRASTING WITH

BACKGROUND

LETTERS SHALL BE 1" HIGH

HELVETICA MEDIUM

(B)

RESTROOM

FABRICATE FROM 1/8" THICK

PLASTIC WITH WOOD BACKING.

MOUNT ON LATCH SIDE OF

DOOR. 5'-0" A.F.F. TO THE

CENTER OF THE SIGN(A)

SHOWER

6" HIGH WHEELCHAIR LOGO,

SYMBOLS AND LETTERS

SHALL BE RAISED 1/32"

RESTROOM

(C)

GRADE #2 BRAILLE PER CBC

1117B.5.6 READING RESTROOM OR

SHOWER PLACED 3/8" MIN. AND 1/2"

MAX, DIRECTLY BELOW THE TACTILE

CHARACTERS; FLUSH LEFT OR

CENTERED

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

F ile

L -C

A D -O

C D -9

\S a n C le m e n te

\R e p la c e C o m b in a ti o n B u ild in g

\A rc h \A

-0 .0

B U

A C

C E S S

Y D

E T A

S .d w g L a y o u t:

-0 .0

B U

G A

C C

E S S

Y D

E T A

D a te

O c to b e r

:2 p m U s e r:

O liv ia

.B ru n ts ch

05/01/2024

X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V3PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

A-0.0

R E P L A C

E C

O M

A T

N B

S A N

C L E M

E N

T E S

T A T E B

E A C

B U

A C

C E S S

Y D

E T A

SCALE@22X34

RESTROOM FIXTURE MOUNTING LOCATIONS

1/2" = 1'-0" SCALE@22X34

SHOWER FIXTURE MOUNTING LOCATIONS

1/2" = 1'-0"

SCALE@22X34

DOOR SIGN

1 1/2" = 1'-0" SCALE@22X34

WALL SIGNS

1 1/2" = 1'-0" SCALE@22X34

SIGN MOUNTING LOCATIONS

1/2" = 1'-0"

1/2"=1'-0"

0 2' 4'

1 1/2"=1'-0"

0 1'

1 1/2"1"

C-34839

T C

IHCRADESN

S T A

OF CALIF

R N

IA04/30/2025

EXPIRATION

DATE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

46'-0"

1'-4"

6'-0" 6'-0" 8"

6'-8" 8'-8" 6'-0" 8'-8" 6'-0" 8'-8"

ACCESSIBLE

SHOWER "A"

RESTROOM

PIPE CHASE

6'-0" 6'-0"

SHOWER

TOKEN

DISPENSER

A-2.0

8'-0" 8'-0"

ACCESSIBLE

SHOWER "B"

ACCESSIBLE

SHOWER "B"

ACCESSIBLE

SHOWER "A"

ACCESSIBLE

RESTROOM

ACCESSIBLE

SHOWER "B"

ACCESSIBLE

SHOWER "B"

RESTROOM

ACCESSIBLE

RESTROOM

ACCESSIBLE

RESTROOM

HOSE BIBB

A-2.0

A-3.0

A-2.0

4X4 STEEL POST

52'-8"

9'-4" 36'-0" 7'-4"

S L O

P E

S L O

P E

O .H

CLASS A

SKYLIGHT

4'-0"

O.H.

O .H

4'-0"

O.H.

A-6.0

8" CMU WALL

CLAY TILE ROOF

OUTLINE OF STRUCTURE

ABOVE OR BELOW

SHOWER TOKEN

RECEPTACLE

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

F ile

L -C

A D -O

C D -9

\S a n C le m e n te

\R e p la c e C o m b in a ti o n B u ild in g

\A rc h \A

-1 .0

F L O

O R

R O

O F P

L A N

S .d w g L a y o u t:

-1 .0

F L O

O R

R O

O F P

L A N

D a te

O c to b e r

:2 p m U s e r:

O liv ia

.B ru n ts ch

05/01/2024

X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V3PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

A-1.0

R E P L A C

E C

O M

A T

N B

S A N

C L E M

E N

T E S

T A T E B

E A C

F L O

O R

R O

O F P

L A N

GENERAL NOTES

1. REVIEW ALL CONTRACT DRAWINGS AND SPECIFICATIONS FOR SCOPE OF WORK

NOT DESCRIBED ON THIS SHEET.

2. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF WORK.

3. FOR ACCESSIBILITY DIMENSIONS AND HEIGHTS, SEE SHEET A-0.0, A-4.0 AND A-5.0.

LEGEND

FLOOR PLAN NOTES

1. DEPRESS SLABS 2" IN ALL RESTROOMS AND SHOWER ROOMS TO

ACCOMMODATE FLOOR TILE & MORTAR BED. COORDINATE FINISH PAD

ELEVATIONS WITH STRUCTURAL FOUNDATION PLAN AND FOOTING DETAILS.

2. PIPE CHASE FINISH FLOOR TO BE SLOPED CONCRETE (SLAB NOT DEPRESSED)

SCALE@24X36 1

FLOOR PLAN

1/4" = 1'-0"

SCALE@24X36 2

ROOF PLAN

1/4" = 1'-0"

INTERIOR FINISH SCHEDULE

1. FLOORS: ALL FLOORS SHALL BE CERAMIC TILE EXCEPT AS NOTED BELOW.

A. PIPE CHASE SHALL BE EXPOSED CONCRETE WITH SEALER/HARDENER.

2. BASE: ALL BASE SHALL BE COVED CERAMIC TILE EXCEPT AS NOTED BELOW.

A. PIPE CHASE: NO BASE.

3. WALLS: ALL WALLS SHALL BE CERAMIC TILE EXCEPT AS NOTED BELOW.

A. PIPE CHASE: EXPOSED BLOCK ONLY, NO TILE.

4. WAINSCOT: SEE INTERIOR ELEVATIONS FOR HEIGHT OF TILE.

5. CEILINGS: ALL DECKING, BEAMS AND TRIM SHALL RECEIVE OPAQUE STAIN.

1/4"=1'-0"

0 4' 8'

1/4"=1'-0"

C-34839

T C

IHCRADESN

S T A

OF CALIF

R N

IA04/30/2025

EXPIRATION

DATE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

STUCCO JOINT

FINISH FLOOR

0' - 0"

DOOR OPENING

7' - 4"

RIDGE

14' - 7"

T.O.EXTERIOR CMU WALL

8' - 8"

T.O. INTERIOR CMU WALL

11' - 4"

LIGHT FIXTURE

WEEP SCREED

4" A.F.F.

GABLE VENT

A-6.0

STUCCO

A X

FINISH FLOOR

0' - 0"

DOOR OPENING

7' - 4"

RIDGE

14' - 7"

CLAY ROOF TILECLASS A SKYLIGHT

STUCCO

WEEP SCREED

4" A.F.F.

LIGHT FIXTURE

FINISH FLOOR

0' - 0"

RIDGE

14' - 7"

STUCCO

GABLE VENT

T.O.CMU

8' - 8"

T.O.CMU

11' - 4"

STUCCO JOINT

WEEP SCREED

4" A.F.F.

A-6.0

RAFTER TAIL CAP,

PAINTED

SHOWER SHOWERSHOWER SHOWER SHOWER SHOWER

SHOWER TOKEN

DISPENSER

FINISH FLOOR

0' - 0"

DOOR OPENING

7' - 4"

RIDGE

14' - 7"

A X

CLAY ROOF TILECLASS A SKYLIGHT

C O

L O

LIGHT FIXTURE

BEAM END CAP, PAINTED

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

F ile

L -C

A D -O

C D -9

\S a n C le m e n te

\R e p la c e C o m b in a ti o n B u ild in g

\A rc h \A

-2 .0

E X T E R

R E

L E V A T

N S .d w g L a y o u t:

-2 .0

E X T E R

R E

L E V A T

N S

D a te

O c to b e r

:2 p m U s e r:

O liv ia

.B ru n ts c h

05/01/2024

X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

V3PROJECT MILESTONE: 100%-DATE 05/01/2024

PROJECT NO.

A-2.0

R E P L A C

E C

O M

A T

N B

S A N

C L E M

E N

T E S

T A T E B

E A C

E X T E R

R E

L E V A T

N S

GENERAL NOTES

1. REVIEW ALL CONTRACT DRAWINGS AND SPECIFICATIONS FOR SCOPE OF WORK

NOT DESCRIBED ON THIS SHEET.

2. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF WORK.

3. FOR EXTERIOR ACCESSIBILITY DIMENSIONS AND HEIGHTS, SEE SHEETS A-0.0.

SIGNAGE

ROOM

5(B)/A-0.0

WALL SIGN

5(B)/A-0.0

5(C)/A-0.0

5(B)/A-0.0

5(A)/A-0.0

13 5(A)/A-0.0

DESCRIPTION

UNISEX ACCESSIBLE SHOWER

UNISEX RESTROOM

DOOR SIGN

6/A-0.0

DESCRIPTION

UNISEX GEOMETRY

SCALE@22X34 4

EAST ELEVATION

1/4" = 1'-0"

SCALE@22X34 1

NORTH ELEVATION

1/4" = 1'-0"

SCALE@22X34 2

SOUTH ELEVATION

1/4" = 1'-0"

SCALE@22X34 3

WEST ELEVATION

1/4" = 1'-0"

5(A)/A-0.0

UNISEX ACCESSIBLE SHOWER

UNISEX ACCESSIBLE RESTROOM

5(B)/A-0.0

UNISEX ACCESSIBLE SHOWER

5(C)/A-0.0 UNISEX RESTROOM

1/4"=1'-0"

0 4' 8'

1/4"=1'-0"

C-34839

T C

IHCRADESN

S T A

OF CALIF

R N

IA04/30/2025

EXPIRATION

DATE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/06/24

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

24-1947

FINISH FLOOR

0' - 0"

RIDGE

14' - 7"

T.O. EXTERIOR CMU WALL

8' - 8"

T.O. INTERIOR CMU WALL

11' - 4"

A-6.0

CMU BELOW WINDOW

7' - 4"

A-6.0

2" DEPRESSED SLAB,

SLOPE TOWARDS DRAIN

SLOPE SLAB

TOWARDS DRAIN

2" DEPRESSED SLAB,

SLOPE TOWARDS DRAIN

1.5% MAX 1.5% MAX 1.5% MAX 1.5% MAX 1.5% MAX1.5% MAX

18"

MANEUVERING

CLEARANCE

60" GRAB BAR

SHOWER TOKEN BOX SHOWER HEAD

SHOWER SEAT

30"X60"

SHOWER

60" DEEP

MANEUVERING

CLEARANCE AT DOOR

60" DIA. TURNING SPACE

36"X60"

CLEARANCE

ADJ. TO

SHOWER

30"X48"

SPACE ADJ.

TO BENCH

A-4.0

4 2

A-6.0

CHANGING AREA

BENCH

60" DEEP MANEUVERING

CLEARANCE AT DOOR

SHOWER SEAT

30"X48" CLEAR SPACE

(BEYOND ARC OF DOOR)

SHOWER TOKEN BOX

36" GRAB BAR

30" GRAB BAR

SHOWER HEAD

30"X60"

SHOWER

36"X60"

CLEARANCE

ADJ. TO

SHOWER

18" MIN

MANEUVERING

CLEARANCE

60" DIA. TURNING SPACE

A-4.0

4 2 30"X48" CLEAR

SPACE

42" GRAB BAR

WALL-MOUNTED

WATER CLOSET

TOILET PAPER

DISPENSER

48"X60"

MANEUVERING

SPACE

56"X60" CLEARANCE

AT WATER CLOSET

60" DEEP MANEUVERING

CLEARANCE AT DOOR

4"1'-6"

SURFACE-MOUNTED

WASTE RECEPTACLE

CLOTHES HOOKS

48" GRAB BAR

SANITARY NAPKIN

DISPOSAL

FLOOR DRAIN

WALL-MOUNTED

LAVATORY

A-5.0

CLOTHES HOOKS

SANITARY NAPKIN

DISPOSAL

TOILET PAPER

DISPENSER

WALL-MOUNTED

LAVATORY

WALL-MOUNTED WATER CLOSET

FLOOR DRAIN

A-5.0

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL

SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF

PARKS AND RECREATION, NORTHERN SERVICE CENTER

CERTIFICATION #

Reviewed by Date

0007477

F ile

L -C

A D -O

C D -9

\S a n C le m e n te

\R e p la c e C o m b in a ti o n B u ild in g

\A rc h \A

-3 .0

B U

S E C T

E N

L A R

G E D

F L O

O R P

L A N

S .d w g L a y o u t:

M o d e l D a te

S e p te m b e r

:2 p m U s e r:

O liv ia

.B ru n ts c h

05/01/2024

X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

X…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 10, 2025.