Appendix_A_C24864011.pdf

APPENDIX A

As-Built Drawings

Comfort Station #2 Phase 2 (For Reference Only)

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

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

01724977

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FACILITIES AND

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T-1.1

COMFORT STATION #2 - HARDSCAPE AND ACCESSIBILITY IMPROVEMENTS

PROJECT NO. 01724977

HUNTINGTON STATE BEACH

CODE SUMMARY

TOTAL PROJECT SITE AREA :.................................................. ±18400SF

BUILDINGS AREA: ...................................................................... N/A

OCCUPANCY TYPE: ................................................................... N/A CONSTRUCTION TYPE:.............................................................. N/A OCCUPANCY LOAD: ................................................................... N/A NUMBER OF STORIES: .............................................................. N/A SPRINKLER SYSTEM :................................................................ N/A

SMOKE CONTROL SYSTEM: ..................................................... N/A

PLUMBING FIXTURES: ............................................................... N/A

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 NORTH SECTOR

8471 PACIFIC COAST HIGHWAY

LAGUNA BEACH, CA 92651

TEL (949) 497-1582

FAX (949) 497-1177

PROJECT ADDRESS:

HUNTINGTON STATE BEACH

22083-22299 PACIFIC HIGHWAY

HUNTINGTON BEACH, CA 92648

OWNER

STATE OF CALIFORNIA, DEPARTMENT OF PARKS AND RECREATION

PARK DISTRICT:

ORANGE COAST DISTRICT

PARK UNIT:

HUNTINGTON STATE BEACH

COUNTY:

ORANGE COUNTY

SCOPE OF WORK:

THE SCOPE OF THE PROJECT IS TO REPLACE CONCRETE FLATWORK AND

RECONSTRUCT CMU RETAINING WALLS AT THE EXISTING CS#2 PLAZA.

PROVIDE AN ACCESSIBLE ROUTE BETWEEN THE BUS STOP AND PLAZA BY

THE CONSTRUCTION OF CONCRETE WALKS, CURB RAMPS AND 4 NEW

ACCESSIBLE PARKING SPACES.

PROJECT SUMMARY:

PROJECT SITE

PACIFICOCEAN

NTS

w n s e

LOCATION MAP

NTS

w n s e

4/14/2023

HUNTINGTON

STATE BEACH PACIFIC

OCEAN

SAN JUAN

CAPISTRANO

NTS

n s ew

SITE MAP

HUNTINGTON BEACH

BR

O

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KH

U R

ST

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N

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AC

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D

HUNTINGTON

STATE BEACH PACIFIC

OCEAN

SA

NT

A

SEAL BEACH

ANAHEIM

RI

VE

R

SANTA ANA

AN

A

SAN JUAN

CAPISTRANO

NTS

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SHEET INDEX

SHEET

COUNT SHEET TITLE SHEET

NUMBER

001 TITLE SHEET T-1.1

002 ABBREVIATIONS AND SYMBOLS G-1.1

003 GENERAL NOTES AND CODE ANALYSIS G-1.2

004 ACCESSIBILITY NOTES G-1.3

005 ACCESSIBILITY DETAILS G-1.4

006 ACCESSIBLE PATH OF TRAVEL G-1.5

007 PROJECT STAGING AREA/SITE FIRE ACCESS G-1.6

008 SURVEY CONTROL PLAN C-1.0

009 EXISTING CONDITIONS & SITE DEMOLITION PLAN C-1.1

010 GRADING AND DRAINAGE PLAN C-2.0

011 HORIZONTAL CONTROL PLAN C-3.0

012 UTILITY PLAN C-4.0

013 UTILITY PLAN - KIOSK TELECOM C-4.1

014 CIVIL DETAILS C-5.0

015 HARDSCAPE PLAN L-1.1

016 HARDSCAPE LAYOUT PLAN L-1.2

017 HARDSCAPE LEGEND L-1.3

018 HARDSCAPE DETAILS L-2.1

019 HARDSCAPE DETAILS L-2.2

020 HARDSCAPE DETAILS L-2.3

Pe n n y L . C l ews - No . 5 19 0

October 31, 2024

STATE FIRE MARSHAL

PERMIT EXEMPT

PER CORRESPONDENCE WITH

DEPUTY FRED PAESANO

ON 12/12/2022

04/14/2023

Srikanth Rao, CASp-927 9/12/2023

22-016

Kelsey.Henck For Contractor Reference Only

SHEET NO.

OF

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

01724977

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FACILITIES AND

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G-1.1

ABBREVIATIONS

DIAMETER

AND

CENTERLINE

POUND OR NUMBER

AB AGGREGATE BASE

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. ABOVE FINISH FLOOR

A.F.G. ABOVE FINISH GRADE

ALUM. ALUMINUM

AP. ASSESSOR'S PARCEL

APPROX. APPROXIMATELY

ARCH. ARCHITECTURAL

BC. BEGINNING OF CURVE

BEG. BEGINNING

BLDG. BUILDING

BLKG. BLOCKING

BM. BEAM

BMK. BENCHMARK

BOT. BOTTOM

BTWN BETWEEN

CAB. CABINET

C.B. CATCH BASIN

CBC CALIFORNIA BUILDING CODE

CC CENTER TO CENTER

C.I.P. CAST IN PLACE

CJ CONSTRUCTION JOINT

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

CP. CENTER POINT

CR. CURB RETURN

CS. COMFORT STATION

CY. CUBIC YARDS

(D) DEMOLISH

DBL DOUBLE

DF. DOUGLAS FIR OR DRINKING FOUNTAIN

DG. DECOMPOSED GRANITE

DIA. DIAMETER

DIAG. DIAGONAL

DIM. 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

EJ EXPANSION JOINT

ELECT. ELECTRICAL

EL. ELEVATION

ELEV. ELEVATION

ENCL. ENCLOSURE

EOP EDGE OF PAVEMENT

EP EDGE OF PAVEMENT

EQ. EQUAL

EX. EXISTING

EXIST. EXISTING

EXT. EXTERIOR

ES. 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.C. FIRE EXTINGUISHER CABINET

F.F. FINISHED FLOOR

F.G. FINISHED GRADE

F.G.L. FIBER GLASS

FIN. FINISH

F.L. FLOW LINE

FLR. FLOOR

F.O.C. FACE OF CONCRETE OR CURB

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.O.W. FACE OF WALL

FRAM'G FRAMING

FG. FIBERGLASS REINFORCED PLASTIC

FT. FOOT OR FEET

FTG. FOOTING

F.V. FIELD VERIFY

GA. GAUGE

GALV. GALVANIZED

GD.L. GRID LINE

G.I. GALVANIZED IRON

GL. GLASS

GLB. GLU-LAM BEAM

GPS GLOBAL POSITIONING SYSTEM

GYP. BD. GYPSUM BOARD

H.C. HOLLOW CORE

H.D. HOLD DOWN

HDR. HEADER

HGR. HANGER

HORIZ. HORIZONTAL

H.M. HOLLOW METAL

HR. HOUR

HT. HEIGHT

HWY. HIGHWAY

IE INVERT ELEVATION

IN. INCH

INSUL. INSULATION

INT. INTERIOR

INTERMED. INTERMEDIATE

INTERSEC. INTERSECTION

ISA INTERNATIONAL SYMBOL OF ACCESSIBILITY

JNT. JOINT

JST. JOIST

JAN. JANITOR

L.A. LANDSCAPE ARCHITECTURE

LAM. LAMINATE

LAV. LAVATORY

L.F. LINEAR FEET

L. LEFT OR LIGHT

MAT. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

MFR MANUFACTURE (ER)

MECH. MECHANICAL

M.H. 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 NORTH/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 OPPOSITE HAND OR OVERHANG

OPN'G OPENING

OPP. OPPOSITE

PB. PULL BOX

PCC PORTLAND CEMENT CONCRETE

PERF. PERFORATED

PI POINT OF INTERSECTION

P.I.P. PROTECT IN PLACE

PL. PLATE

PLY PLYWOOD

PLYWD. PLYWOOD

POC POINT ON CURVE/POINT OF CONNECTION

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

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

RV RECREATIONAL VEHICLE

SBC SBC/ATT COMMUNICATIONS

S.C. SOLID CORE

SCE SOUTHERN CALIFORNIA EDISON CO.

SCHED SCHEDULE

SD STORM DRAIN

SF SQUARE FEET

SHLDR SHOULDER

SHT. SHEET

SIM. SIMILAR

SPECS SPECIFICATIONS

SQ. SQUARE

SS SANITARY SEWER

S.S. STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STOR. STORAGE

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.O.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

WD. WOOD

W.F. WALL FACE

W.J. WEAKENED JOINT

W.M. WATER METER

W.P. WATERPROOF OR WORK POINT

W.R. WATER RESISTANT

WWF WELDED WIRE FABRIC

C

WD. CONT. MEMBER

TILE

SHEET ELEVATION APPEARS ON

PLYWOOD

WD. BLOCKING

STEEL

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

SANITARY 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

FH

ELEC MTR

ELEC PB

HBIB

ELECTRIC OUTLET (UNLESS OTHERWISE NOTED)

A4

WD. CONT. MEMBER

TILE

PLYWOOD

WD. BLOCKING

SOIL

INDICATES

SLOPE

10.5

B

A-5.1

A

B

WORK POINT, CONNECTION POINT

DATUM POINT OR CONTROL POINT

D

BUILDING

CRUSHED ROCK

S

WTR VLV

DI

SSMH

SYMBOLS LEGEND

SEWER CLEANOUTCO CO

WTR WTR

C

FINISH MATERIAL TO ALIGN

POWER & WATER HOOKUP

FIRE HYDRANT

WATER METER

SEWER HOOKUP

WATER HOSE BIB

FIREPIT

MW

WV

E W

ELECTRICAL PULL BOX

WATER VALVE

14.6 GROUND SHOT FROM AERIAL SURVEY

14.6 GROUND SHOT FROM FIELD SURVEY

CAMPGROUND SIGN

GASLINE

STORM DRAIN

G

SD

SEWER LINES

WATER HOOKUPW

F

HB

POWER HOOKUPE

SEWER CLEANOUTCO

S

EPB

CIVIL/SURVEY SYMBOLS LEGEND

S SEWER ACCESS HOLE

TOP / TOE OF SLOPE

PEDESTRIAN RAMP

TREES

4/14/2023

Pe n n y L . C l ew s - No . 5 190

October 31, 2024

04/14/2023

STATE FIRE MARSHAL

PERMIT EXEMPT

PER CORRESPONDENCE WITH

DEPUTY FRED PAESANO

ON 12/12/2022

SHEET NO.

OF

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

01724977

Fi le

: C :\U se rs

\b st ev en s\ O ne D riv e

- C al ifo rn ia S ta te

P ar ks \0

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P ro je ct s\ H un tin gt on

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X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

X XX/XX/XX

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G-1.2

STATE FIRE MARSHAL CODE DATA MATRIX

2022 CALIFORNIA BUILDING CODE

PROJECT NAME: HUNTINGTON SB ACCESSIBILITY IMPROVEMENTS - PHASE 2

SITE ACCESSIBILITY

IMPROVEMENTS

.001

1A OCCUPANCY CLASSIFICATION

(CBC SECTION 303-312 ) N/A

1B OCCUPANCY USE N/A

2 BUILDING CONSTRUCTION TYPE

(CBC TABLE 601)

N/A

3 NUMBER OF STORIES

(ALLOWABLE (2) STORIES PER TABLE 504.4) N/A

4A ACTUAL HEIGHT N/A

4B ALLOWABLE HEIGHT

(FEET / NUMBER OF STORIES, TABLE 504.3)

N/A

5 BUILDING AREA (SF) TOTAL N/A

6 NON SEPARATED USE

(i.e. TENANT IMPROVEMENTS)

N/A

7 SEPARATED OR NON-SEPARATED USE N/A

8 ALLOWABLE AREA PER CBC

(TABLE 506)

N/A

9 AREA INCREASE N/A

10 HEIGHT INCREASES N/A

11 FIRE SPRINKLERED

(CBC SECTION903.2)

N/A

12 FIRE ALARM

(CBC SECTION 907.2)

N/A

13 OTHER FIRE PROTECTION SYSTEM

(CBC SECTION 907.2.11)

N/A

14 SMOKE CONTROL SYSTEM N/A

15 FIRE FLOW N/A

OCCUPANT LOAD

(FOR ENTIRE BUILDING AND EACH FLOOR )

(CBC TABLE 1004.1.2)

N/A

17 YEAR BUILDING WAS CONSTRUCTED N/A

FIRE HAZARD SEVERITY ZONE

STATE RESPONSE AREA(SRA)

OR LOCAL RESPONSE AREA (LRA)

SRA:

N/A (LAR- NCORPORATED)

LRA: NON-VHFHSZ-INCORPORATED

19 SEISMIC JOINTS N/A

20 EMERGENCY RESPONDER RADIO

COVERAGE N/A

21 MINIMUM PLUMBING FACILITIES

CPC TABLE 422.1

N/A

1. ALL CONTRACTORS PERFORMING WORK ON THIS PROJECT SHALL COMPLY WITH THE

REQUIREMENT 2022 CFC SECTION 901.7**, SPECIFICALLY 901.7.4, CHAPTER 11, CHAPTER 33, AND

2022 NFPA 241 FIRE PREVENTION PROGRAM THROUGHOUT ALL PHASES OF CONSTRUCTION.

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

REGULATIONS AND STATUTES.

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

PART OF THE CONTRACT DOCUMENTS.

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

REQUIREMENTS.

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

PROTECTING THE PUBLIC AND PREVENTING UNAUTHORIZED ENTRY INTO CONSTRUCTION SITE.

6. 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.

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

ANY TEMPORARY INTERRUPTION TO UTILITIES/SERVICES REQUIRES PRIOR APPROVAL OF

STATE'S REPRESENTATIVE.

8. 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.

9. 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.

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

DAYS IN ADVANCE OF STARTING ANY EXCAVATION OR DIGGING.

11. 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.

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

MATERIAL FROM AREAS ACCESSIBLE OR VISIBLE TO THE PUBLIC. REFER TO SPECIFICATION

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

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

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

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

ADMINISTRATION REQUIREMENTS AND REGULATIONS.

15. 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.

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

UNLESS OTHERWISE NOTED.

17. 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.

18. 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."

16. 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.

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

DESIGN LIVE LOAD FOR ANY FLOOR OR ROOF SYSTEM.

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

MANUFACTURER’S WRITTEN INSTRUCTIONS.

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

SURFACES UNLESS OTHERWISE NOTED.

1. CONTRACTOR TO MAINTAIN EMERGENCY ACCESS TO THE BEACH FOR STATE FIRE MARSHAL, LOCAL FIRE AUTHORITY, STATE PARK PERSONNEL AND ALL LIFE AND SAFETY EMERGENCY RESPONDERS

AT ALL TIMES.

2. APPROVED PLANS SHALL BE ONSITE PRIOR TO CONSTRUCTION.

3. FIRE DEPARTMENT VEHICLE ACCESS SHALL BE PROVIDED AND MAINTAINED THROUGHOUT ALL OF

THE SITE DURING THE ENTIRE TIME ON CONSTRUCTION.

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

MATERIALS BEING DELIVERED TO THE JOBSITE.

3. 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.

4. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY

SPECIAL KNOWLEDGE OR EFFORT.

5. INTERIOR FINISHES SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 8, CALIFORNIA BUILDING

CODE, 2016 EDITION

6. THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH CALIFORNIA

FIRE CODE (CFC) CHAPTER 33.

FIRE DEPARTMENT NOTES

APPLICABLE CODES:

GENERAL NOTES

4/14/2023

· 2022-CALIFORNIA BUILDING CODE (CBC)

· 2022-CALIFORNIA ELECTRICAL CODE (CEC)

· 2022-CALIFORNIA MECHANICAL CODE (CMC)

· 2022-CALIFORNIA PLUMBING CODE (CPC)

· 2022-CALIFORNIA ENERGY CODE

· 2022-CALIFORNIA FIRE CODE

· 2022-CALIFORNIA GREEN BUILDING CODE

· 2022-CALIFORNIA REFERENCE STANDARD CODE

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

MARSHAL

· 2022 NFPA 10 - STANDARD FOR PORTABLE FIRE

EXTINGUISHERS

· 2022 NFPA 13-INSTALLATION OF FIRE SPRINKLER

· 2022 NFPA 14 INSTALLATION OF STANDPIPE AND HOSE

SYSTEM

· 2022 NFPA 20 INSTALLATION OF STATIONARY PUMPS

FOR FIRE PROTECTION

· 2022 NFPA 24 INSTALLATION OF PRIVATE FIRE

SERVICES MAINS AND THEIR APPURTENANCE

· 2023 25 NFPA CALIFORNIA EDITION, INSPECTION,

TESTING AND MAINTENANCE OF WATER BASED FIRE

PROTECTION SYSTEMS

· 2022 NFPA 72- NATIONAL FIRE ALARM AND SIGNALING

CODE "AS AMENDED BY CALIFORNIA" CSFM

· 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE

(CGBSC) - SEE SPECIFICATIONS APPENDIX

Pe n n y L . C l ews - No . 5 190

October 31, 2024

04/14/2023

STATE FIRE MARSHAL

PERMIT EXEMPT

PER CORRESPONDENCE WITH

DEPUTY FRED PAESANO

ON 12/12/2022

APPLICABLE CODES:

· 2022-CALIFORNIA BUILDING CODE (CBC)

· 2022-CALIFORNIA ELECTRICAL CODE (CEC)

· 2022-CALIFORNIA MECHANICAL CODE (CMC)

· 2022-CALIFORNIA PLUMBING CODE (CPC)

· 2022-CALIFORNIA ENERGY CODE

· 2022-CALIFORNIA FIRE CODE

· 2022-CALIFORNIA GREEN BUILDING CODE

· 2022-CALIFORNIA REFERENCE STANDARD CODE

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

MARSHAL

· 2022 NFPA 10 - STANDARD FOR PORTABLE FIRE

EXTINGUISHERS

· 2022 NFPA 13-INSTALLATION OF FIRE SPRINKLER

· 2022 NFPA 14 INSTALLATION OF STANDPIPE AND HOSE

SYSTEM

· 2022 NFPA 20 INSTALLATION OF STATIONARY PUMPS

FOR FIRE PROTECTION

· 2022 NFPA 24 INSTALLATION OF PRIVATE FIRE

SERVICES MAINS AND THEIR APPURTENANCE

· 2023 25 NFPA CALIFORNIA EDITION, INSPECTION,

TESTING AND MAINTENANCE OF WATER BASED FIRE

PROTECTION SYSTEMS

· 2022 NFPA 72- NATIONAL FIRE ALARM AND SIGNALING

CODE "AS AMENDED BY CALIFORNIA" CSFM

· 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE

(CGBSC) - SEE SPECIFICATIONS APPENDIX

STATE OF CALIFORNIA NATURAL RESOURCES AGENCY Gavin Newsom, Governor

DEPARTMENT OF FORESTRY AND FIRE PROTECTION

Office of the State Fire Marshal P.O. Box 944246 SACRAMENTO, CA 94244-2460 (916) 568-3801

Website: www.osfm.fire.ca.gov

LOCAL FIRE AUTHORITY – ACCESS APPROVAL

Agency & Project Name

Address:

GovMotus Control Number:

Pursuant to CCR Title 19 §3.00 and §3.05, the California State Fire Marshal is requesting certification from the local fire authority that the above sections are met to their satisfaction.

This form shall be scanned to the accompanying fire access plan reflecting all items under consideration, and wet signed by the local fire authority. Please complete all applicable items based on scope. California State Fire Marshal project approval may be delayed until this form is completed and returned. If you have any questions, please contact the California State Fire Marshal Plan Review Section at (916) 568-2993.

Approved Yes No Fire Department Access Fire Department Connection Fire Hydrant Fire Alarm Annunciator Fire Alarm Control Panel Knox Box Emergency Responder Radio Coverage Medical Emergency Service Elevator Fire Service Access Elevator Bi-Directional Amplification (BDA) Systems

Local Fire Authority:

Address:

City/State/ZIP:

Approval issued by:

Rank/Title:

Phone Number:

Signature: Date:

“The Department of Forestry and Fire Protection serves and safeguards the people and protects the property and resources of California.”

CA State Parks - Huntington Beach CS#2 Replacement - Phase 2 Flatwork

N/A (Exempt Per Fire Marshall Fred Paesano)

Huntington State Beach, Huntington Beach CA (500' South of Cross Streets PCH X Brookhurst)

HUNTINGTON BEACH FIRE DEPARTMENT

2000 MAIN ST

HUNTINGTON BEACH, CA 92648

JACOB WORTHY

DEPUTY FIRE MARSHAL

714-374-5344 9/12/23

SHEET NO.

OF

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

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FACILITIES AND

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PROJECT NO.

ACCESSIBILITY NOTES

ACCESSIBLE ROUTES

1. ACCESSIBLE ROUTES SHALL COMPLY WITH 11B-402. (11B-402.1)

2. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING

COMPONENTS: WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER

THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS EXCLUDING FLARED SIDES,

ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE

ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 4.

(11B-402.2)

WALKING SURFACES

1. GENERAL: WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE

SHALL COMPLY WITH SECTION 11B-403. (11B-403.1)

2. FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 11B-302.

(11B-403.2)

3. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN

1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN

1:48. (11B-403.3)

EXCEPTION:

a. THE RUNNING SLOPE OF SIDEWALKS SHALL NOT EXCEED THE GENERAL

GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY.

4. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 11B-303. (11B-403.4)

5. WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH SECTION

11B-403.5. (11B-403.5)

EXCEPTION:

a. WITHIN EMPLOYEE WORK AREAS, CLEARANCE ON COMMON USE

CIRCULATION PATHS SHALL BE PERMITTED TO BE DECREASED BY WORK

AREA EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO

FUNCTION OF THE WORK BEING PERFORMED.

6. EXCEPT AS PROVIDED IN SECTION 11B-403.5.2 AND 11B-403.5.3 THE CLEAR

WIDTH OF WALKING SURFACES SHALL BE 36 INCHES MINIMUM. (11B-403.5.1)

EXCEPTIONS:

a. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES

FOR A MINIMUM LENGTH OF 24 INCHES MAXIMUM PROVIDED THAT

REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE

48 INCHES LONG MINIMUM AND 36 INCHES WIDTH MINIMUM.

b. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN

OCCUPANT LOAD 10 OR MORE SHALL BE 44 INCHES MINIMUM.

c. CLEAR WIDTH OF SIDEWALK S AND WALKS SHALL BE 48 INCHES MINIMUM.

WHEN BECAUSE OF THE RIGHT-OF-WAY RESTRICTION, NATURAL BARRIER

OR OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES

THAT COMPLIANCE WITH THE 48 INCHES CLEAR SIDEWALK WIDTH WOULD

CREATE AN UNREASONABLE HARDSHIP THE CLEAR WIDTH MAY BE

REDUCED TO 36 INCHES

d. THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES MINIMUM IF SERVING

ELEMENTS ON ONLY ONE SIDE, AND 44 INCHES MINIMUM IF SERVING

ELEMENTS ON BOTH SIDES.

7. WHERE THE ACCESSIBLE ROUTE MAKES 180 DEGREE TURN AROUND AN

ELEMENT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42

INCHES MINIMUM APPROACHING THE TURN, 48 INCHES AT THE TURN, AND 42

INCHES MINIMUM LEAVING THE TURN. (11B-403.5.2)

EXCEPTION:

a. WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES MINIMUM, COMPLIANCE WITH SECTION 11B-403.5.2 SHALL NOT BE REQUIRED.

8. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL

PROVIDE PASSING SPACES AT INTERVAL OF 200 FEET MAXIMUM. PASSING

SPACES SHALL BE EITHER A SPACE 60 INCHES MINIMUM BY 60 INCHES MINIMUM

OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T- SHAPED

SPACE COMPLYING WITH SECTION IIB-304.3.2 WHERE THE BASE AND ARMS OF

THE T- SHAPED SPACE EXTEND 48 INCHES MINIMUM BEYOND THE

INTERSECTION. (1B-403.5.3)

9. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING

SLOPE NOT STEEPER THAN 1:20 THEY SHALL COMPLY WITH SECTION 11B-505.

(11B-403.6)

10. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING AREA 60

INCHES IN LENGTH AT INTERVALS OF 400 FEET MAXIMUM. THE RESTING AREA

SHALL BE AT LEAST AS WIDE AS THE WALK. THE SLOPE OF THE RESTING AREA

IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. (11B-403.7)

ARRANGEMENT OF PARKING SPACE(S)

1. CAR AND VAN PARKING SPACES SHALL COMPLY WITH SECTION 11B-502.

WHERE PARKING SPACES MARKED WITH LINES, WIDTH MEASUREMENTS OF

PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE

OF MARKINGS.

2. CAR AND VAN PARKING SPACE SHALL BE 216 INCHES (18 FEET ) LONG MIN. AND

SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH SECTION

11B-502.3. 11B-502.2

3. CAR PARKING SPACES SHALL BE 108 INCHES (9 FEET) WIDE MIN. 11B-502.2

4. VAN PARKING SPACES SHALL BE 144 INCHES (12 FEET) WIDE MIN.

EXCEPTION:

a. VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES (9 FEET)

WIDE MIN. WHERE THE ACCESS AISLE IS 96 INCHES (8 FEET) WIDE MIN.

5. ACCESS AISLE SERVING PARKING SPACES SHALL COMPLY WITH SECTION

11B5032.3. ACCESS AISLES SHALL ADJOIN ACCESSIBLE ROUTE. 11B-502.3

6. TWO PARKING SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE.

11B-502.3

7. ACCESS AISLE SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES

WIDE MIN. 11B-502.3.1

8. ACCESS AISLE SHALL EXTEND THE FULL REQUIRED LENGTH OF PARKING

SPACES THEY SERVE.11B-502.3.2

9. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE

AROUND THEIR PERIMETER. 11B-502.3.3

10.THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED

LINES MAX. OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT

OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. 11B.502.3.3

11.THE WORD " NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH

ACCESS AISLE IN WHITE LETTERS A MIN. OF 12 INCHES IN HEIGHT AND

LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. ACCESS AISLE

MARKING MAY EXTEND BEYOND THE MIN. REQUIRED LENGTH. 11B-502.3.3.

12. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. 11B-502.3.4.

13. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE

PARKING PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH SHALL

HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING

SPACES.11B-502.3.4.

14.PARKING SPACES AND AISLES SERVING THEM SHALL COMPLY WITH SECTION

11B-302. 11B502.4

15. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY

SERVE .CHANGE IN ELEVATION ARE NOT PERMITTED. 11B-502.4

EXCEPTION:

a. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED

16.PARKING SPACES , ACCESS AISLE AND VEHICULAR ROUTES SERVING THEM

SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES (8 FEET) MIN. 11B-502.5

17.``PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL

SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.2.1 IN WHITE ON

A BLUE BACKGROUND.11B-502.6.

18.SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN LANGUAGE OR

ADDITIONAL SIGN WITH THE DESIGNATION 'VAN ACCESSIBLE". 11B-502.6

19.SIGN SHALL BE 60 INCHES MIN. ABOVE THE FINISH FLOOR OR GROUND

SURFACE MEASURED TO THE BOTTOM OF THE SIGN. 11B-502.6

20.SIGNS LOCATED WITHIN A CIRCULATION PATH SHALL BE A MIN. OF 80 INCHES

ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM

OF THE SIGN. 11B-502.6

21.PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH MIN. AREA OF

70 SQUARE INCH. 11B-502.6.1

22.ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL

SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250). 11B-502.6.2

23.A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH

PARKING SPACE.11B-502.6.3

24.SIGN SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO

THE PARKING SPACE OR WITH THE PROJECTED PARKING SPACE WIDTH AT THE

HEAD END OF THE PARKING SPACE.11B-0502.6.3

25.SIGN MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END

OF THE PARKING SPACE.11B-502.6.3

26.EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE IDENTIFICATION

COMPLYING WITH EITHER SECTION 11B-502.4.1 OR 11B-502.6.4.2. 11B-502.6.4

27.PARKING SPACE SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF

ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 IN WHITE ON BLUE

BACKGROUND MIN. 36 INCHES WIDE BY 36 INCHES HIGH. 11B-502.6.4.1

28.THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE

MAX. OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACES, ITS SIDES

PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER

AT, OR LOWER SIDE ALIGNED WITH THE END OF THE PARKING SPACE LENGTH.

11B-502.6.4.1

29.THE PARKING SPACE SHALL BE OUTLINED IN BLUE OR PAINTED BLUE AND

SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY

COMPLYING WITH SECTION 11B-703.7.2.1 A MIN. 36 INCHES WIDTH BY 36 INCHES

HIGH IN WHITE OR A SUITABLE CONTRASTING COLOR. 11B-502.6.4.2

30.THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE

MAX. OF 6 INCHES FROM THE CENTER OF THE PARKING SPACE, ITS SIDES

PARALLEL TO THE LENGTH OF PARKING SPACE AND ITS LOWER CORNER AT OR

LOWER SIDE ALIGNED WITH THE END OF THE PARKING SPACE. 11B-502.6.4.2

31.PARKING SPACES AND ACCESS AISLE SHALL BE DESIGNED SO THAT CARS AND

VANS WHEN PARKED CANNOT OBSTRUCT THE REQUIRED CLEAR SPACE OF

ADJACENT ACCESSIBLE ROUTES. 11B.502.7

32.PARKING SPACES AND ACCESS AISLE SHALL BE DESIGNED SO THAT PERSONS

USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER

THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED.

11B-502.7.1

33.A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT

ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF

ADJACENT ROUTES. 11B-502.7.2

34.ADDITIONAL SIGNS SHALL BE POSTED EITHER IN A CONSPICUOUS PLACE AT

EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR IMMEDIATELY

ADJACENT TO ON THE ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH

PARKING SPACE. 11B-502.8

35.THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES

HIGH. 11B-502.8.1

36.THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MIN. HEIGHT

OF 1 INCHES THE FOLLOWING

"UNAUTHORIZED" VEHICLES PARKED IS DESIGNATED ACCESSIBLE

SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL

LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL

BE TOWED AWAY AT THE OWNER'S EXPENSES. TOWED

VEHICLES MAY BE RECLAIMED AT________________________ OR

BY TELEPHONE

DETECTABLE WARNINGS

1. CURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETECTABLE

WARNINGS COMPLYING WITH SECTION 11B-705. 11B-406.5.12

2. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE

DIAMETER OF 0.9 INCH MINIMUM AND 0.92 INCH MAXIMUM, A TOP DIAMETER OF

0.45 INCH MINIMUM AND 0.47 INCH MAXIMUM, AND A HEIGHT OF 0.2 INCH.

11B-705.1.1.1

3. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A

CENTER-TO-CENTER SPACING OF 2.3 INCHES MINIMUM AND 2.4 INCHES

MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH MINIMUM, MEASURED

BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. 11B-705.1.1.2

EXCEPTION:

a. WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES SHALL

HAVE A CENTER-TO-CENTER SPACING OF 1.6 INCHES MINIMUM TO 2.4

INCHES MAXIMUM.

4. DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS

33538 OF FEDERAL STANDARD 595C. 11B-705.1.1.3.1

5. DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MINIMUM

VISUAL CONTRAST WITH ADJACENT WALKING SURFACES11B-705.1.1.3.2

EXCEPTION:

a. WHERE THE DETECTABLE WARNING SURFACE DOES NOT PROVIDE A 70

PERCENT MINIMUM CONTRAST WITH ADJACENT WALKING SURFACES, A

1-INCH WIDE MINIMUM VISUALLY CONTRASTING SURFACE SHALL

SEPARATE THE DETECTABLE WARNING FROM ADJACENT WALKING

SURFACES. THE VISUALLY CONTRASTING SURFACE SHALL CONTRAST

WITH BOTH THE DETECTABLE WARNING AND ADJACENT WALKING

SURFACES EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT.

6. DETECTABLE WARNING SURFACES SHALL DIFFER FROM ADJOINING SURFACES

IN RESILIENCY OR SOUND-ON-CANE CONTACT. 11B-705.1.1.4

EXCEPTION:

a. DETECTABLE WARNING SURFACES AT CURB RAMPS, ISLANDS OR

CUT-THROUGH MEDIANS SHALL NOT BE REQUIRED TO COMPLY WITH

SECTION 11B-705. 1 .1.4.

7. DETECTABLE WARNINGS AT THE FOLLOWING LOCATIONS SHALL COMPLY WITH

SECTION 11 B-705.1. 11B-705.1.2

8. DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES IN THE

DIRECTION OF TRAVEL. DETECTABLE WARNINGS SHALL EXTEND THE FULL

WIDTH OF THE RAMP RUN LESS 2 INCHES MAXIMUM ON EACH SIDE, EXCLUDING

ANY FLARED SIDES. 11 B-705.1.2.2

9. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE

CURB IS 6 INCHES MINIMUM AND 8 INCHES MAXIMUM FROM THE LINE AT THE

FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE

GUTTER, STREET OR HIGHWAY.11 B-705.1.2.2

EXCEPTION:

a. ON PARALLEL CURB RAMPS, DETECTABLE WARNINGS SHALL BE PLACED

ON THE TURNING SPACE AT THE FLUSH TRANSITION BETWEEN THE

STREET AND SIDEWALK. DETECTABLE WARNINGS SHALL EXTEND THE

FULL WIDTH OF THE TURNING SPACE AT THE FLUSH TRANSITION

BETWEEN THE STREET AND THE SIDEWALK LESS 2 INCHES (51 MM)

MAXIMUM ON EACH SIDE.

10.DETECTABLE WARNINGS AT PEDESTRIAN ISLANDS OR CUT-THROUGH MEDIANS

SHALL BE 36 INCHES MINIMUM IN DEPTH EXTENDING THE FULL WIDTH OF THE

PEDESTRIAN PATH OR CUT THROUGH LESS 2 INCHES MAXIMUM ON EACH SIDE,

PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT-THROUGH

MEDIAN, AND SHALL BE SEPARATED BY 24 INCHES MINIMUM OF WALKING

SURFACE WITHOUT DETECTABLE WARNINGS. 11B-705.1.2.3

EXCEPTION:

a. DETECTABLE WARNINGS SHALL BE 24 INCHES MINIMUM IN DEPTH AT

PEDESTRIAN ISLANDS OR CUT-THROUGH MEDIANS THAT ARE LESS THAN

96 INCHES IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL.

11. WHEN DETECTABLE WARNINGS ARE PROVIDED AT BUS STOP BOARDING AND

ALIGHTING AREAS, THE DETECTABLE WARNINGS SHALL EXTEND THE FULL

WIDTH OF THE BOARDING/ALIGHTING AREA AND SHALL BE 36 INCHES MINIMUM

IN DEPTH. 11B-705.1.2.4

RAMPS:

1. GENERAL. RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 11

B-405. 11B-405.1

2. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1: 12.

11B-405.2

3. FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF RAMP

RUNS SHALL COMPLY WITH SECTION 11 B-302. CHANGES IN LEVEL OTHER THAN

THE RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS.

11B-405.4

4. CLEAR WIDTH. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES ( 1219

MM) MINIMUM. 11B-405.5

EXCEPTION:

a. HANDRAILS MAY PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE

RAMP AT EACH SIDE 3.5 INCHES (89 MM) MAXIMUM AT THE HANDRAIL

HEIGHT.

5. RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. 11B-405.6

6. LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF

EACH RAMP RUN. LANDINGS SHALL COMPLY WITH SECTION 11B-405.7.

7. SLOPE. LANDINGS SHALL COMPLY WITH SECTION 11 B-302. CHANGES IN LEVEL

ARE NOT PERMITTED.11B-405.7.1

EXCEPTION:

a. SLOPES NOT STEEPER THAN 1 :48 SHALL BE PERMITTED

8. WIDTH. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE

WIDEST RAMP RUN LEADING TO THE LANDING. 11B-405.7.2

9. TOP LANDINGS SHALL BE 60 INCHES WIDE MINIMUM.11B-405.7.2.1

10.LENGTH. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG MINIMUM.

11B-405.7.3

11.BOTTOM LANDINGS SHALL EXTEND 72 INCHES MINIMUM IN THE DIRECTION OF

RAMP RUN. 11B-7.3.1

12.CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT

LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES MINIMUM BY 72 INCHES

MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP

RUN. 11B-405.7.4

13.DOORWAYS. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP

LANDING, MANEUVERING CLEARANCES REQUIRED BY SECTIONS 11 B-404.2.4

AND 11B-404.3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING

AREA. DOORS, WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED RAMP

LANDING WIDTH BY MORE THAN 3 INCHES . DOORS, IN ANY POSITION, SHALL

NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN

42 INCHES . 11B-405.7.5

14.EDGE PROTECTION. EDGE PROTECTION COMPLYING WITH SECTION 11B-405.9.2

SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF

RAMP LANDINGS. 11B-405.9

EXCEPTION

a. EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS THAT ARE NOT

REQUIRED TO HAVE HANDRAILS AND HAVE SIDES COMPLYING WITH

SECTION 11 B-406.2.2.

b. EDGE PROTECTION SHALL NET BE REQUIRED ON THE SIDES OF RAMP

LANDINGS SERVING AN ADJOINING RAMP RUN OR STAIRWAY.

d. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP

LANDINGS HAVING A VERTICAL DROP-OFF OF 1/2" INCH MAXIMUM WITHIN

10 INCHES HORIZONTALLY OF THE MINIMUM LANDING AREA SPECIFIED IN

SECTION 11B-405.7.

15.CURB OR BARRIER. A CURB, 2 INCHES HIGH MINIMUM, OR BARRIER SHALL BE

PROVIDED THAT PREVENTS THE PASSAGE OF A 4 INCH DIAMETER SPHERE,

WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE FINISH

FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE CURB

OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER

ALONG THE LENGTH OF THE RAMP. 11B-405.9.2

16. WET CONDITIONS. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE

DESIGNED TO PREVENT THE ACCUMULATION OF WATER.11B-405.10

01724977

4/14/2023

Pe n n y L . C l ew s - No . 5 19 0

October 31, 2024

04/14/2023

STATE FIRE MARSHAL

PERMIT EXEMPT

PER CORRESPONDENCE WITH

DEPUTY FRED PAESANO

ON 12/12/2022

NOTES:

1. SEE PLANS FOR LOCATIONS

OF SIGNS.

2. ALL SIGNAGE TO BE

APPROVED BY STATE

REPRESENTATIVE PRIOR TO

INSTALLATION.

3. ALL SIGNAGE LETTERING TO

BE MIN. 1" HIGH.

10"Ø

MIN.

3"

ACCESSIBLE PARKING SIGN PER

DETAIL 3/G-1.4

VAN ACCESSIBLE SIGN (R7-8B) WHERE

SHOWN ON PLANS. MAY COMBINE ON

SAME PANEL WITH CA R-99 SIGN.

" M

IN

W H

ER

E

W H

ER

E

LO

C

AT

ED

IN

A

R O

U

TE

O F

TR

AV

EL

" M

IN

2" SQ 12 GAGE GALV. STEEL TUBING

RECESSED CONCRETE FOOTING

BELOW PAVING

F.G.

BOTTOM OF SIGNAGE

PARKING

ONLY

MINIMUM

FINE $250

VAN

ACCESSIBLE

F.G. TRUNCATED DOMES

3000PSI PCC.

PAVING

3"

10" MIN

1/2" Ø SS LAG

BOLT

ACCESSIBLE

SIGN PER

DETAIL 6/G-1.4

1/2" Ø SS LAG BOLT

2" SQ 12 GAGE GALV.

STEEL TUBING

F.G.

" M

IN

W H

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W H

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LO

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IN

A

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O F

TR

AV

EL

" M

IN

3000PSI PCC.

NOTE:

BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A

PERMANENT PART OF THE SIGN.

BOTTOM OF SIGNAGE

UNAUTHORIZED VEHICLES

PARKED IN DESIGNATED

ACCESSIBLE SPACES

NOT DISPLAYING

DISTINGUISHING PLACARDS

OR SPECIAL LICENSE

PLATES ISSUED FOR

PERSONS WITH DISABILITIES

WILL BE TOWED AWAY AT

THE OWNER'S EXPENSE.

TOWED VEHICLES MAY BE

RECLAIMED AT:

OR BY TELEPHONING

RECESSED CONCRETE

FOOTING BELOW PAVING

F.G. TRUNCATED DOMES

PAVING

3' -0

" M

IN

3'-0" MIN.

ISA REQUIRED TO BE WHITE ON BLUE

BACKGROUND.

GRIDLINES AT 6" x 6"

SHOWN FOR REFERENCE ONLY.

EQ.

5'-0" MIN.

8'-0" MIN.

AT VAN

9'-0"

MIN.

'-0

" M

IN

" M

IN

36"MAX

AL

IG

N

4" STRIPES

TYPICAL

COLOR OF DIAGONAL HATCHES TO

CONTRAST WITH SURFACE. WHITE

HATCHING AT ASPHALT / DARK CONCRETE.

BLUE HATCHING AT LIGHT CONCRETE.

LOADING ZONE

ACCESS AISLES

OUTLINED BLUE

OUTER STALLS

OUTLINED IN

WHITE TYP.

ISA PER 2/G-1.4 TYP.

ACCESSIBLE

PARKING SIGN PER

DETAIL 5/G-1.4 TYP.

PARKING BUMPER PER

DETAIL 4/G-1.4 TYP.

EQ. ℄

NO

PARKING

LETTERING

IN WHITE EQ. EQ.℄

1'

8" MIN

2"

MIN

5" M

IN

" M

IN

NEW 4'-0" LONG

CONCRETE WHEEL

STOP

#6 STEEL DOWEL PER

MANUFACTURER'S

RECOMMENDATION.

PCC SURFACING

AND BASE

UNAUTHORIZED VEHICLES

PARKED IN DESIGNATED

ACCESSIBLE SPACES

NOT DISPLAYING

DISTINGUISHING PLACARDS

OR SPECIAL LICENSE

PLATES ISSUED FOR

PERSONS WITH DISABILITIES

WILL BE TOWED AWAY AT

THE OWNER'S EXPENSE.

TOWED VEHICLES MAY BE

RECLAIMED AT:

OR BY TELEPHONING

" M

IN

17" MIN.

MINIMUM 1" LETTERS:

WHITE HELVETICA MEDIUM

APPROPRIATE RECLAIMING

INFORMATION TO BE FILLED

IN AS A PERMANENT PART

OF THE SIGN - NO DECALS.

NOTE: TOW-AWAY SIGNAGE TO BE PROVIDED EITHER:

1) AT EACH ENTRANCE TO THE PARKING FACILITY, OR

2) ADJACENT TO ACCESSIBLE PARKING AND VISIBLE

FROM EACH ACCESSIBLE PARKING SPACE.

WHITE SYMBOL OF

ACCESSIBILITY

1"-2" LETTERS: WHITE

HELVETICA MEDIUM

REFLECTORIZED

0.063 GA ALUMINUM

70 SQ. IN. MIN.

BLUE BACKGROUND

"VAN ACCESSIBLE"

AT VAN STALLS ONLY

PARKING

ONLY

MINIMUM

FINE $250

VAN

ACCESSIBLE

COLORS: BORDER AND LEGEND - WHITE (RETROREFLECTIVE)

BACKROUND- BLUE (RETROREFLECTIVE)

2.

" A

PA

R T

2.35" APART

.9

B

AS

E

.4

T

O P

AA

.2

TYPICAL SECTION A-A

TAPERED

EDGES

WHERE

EXPOSED

0.65"

MIN.

3"

9 1/2"

ACCESSIBLE

SIGN PER 2022

CBC

1/2" Ø SS LAG

BOLT TYP.

4X4 P.T.D.F

POST

FINISH

GRADE

1'-0"

1' -0

CONCRETE

FOOTING

MINIMUM

3000 PSI

COMPACTED

SUBGRADE

3" TYP. COLORS:

BORDER AND LEGEND -

WHITE (RETROREFLECTIVE)

BACKROUND- BLUE

(RETROREFLECTIVE)

F.G. PAVING

RECESSED

CONCRETE

FOOTING

BELOW PAVING

PAVING

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

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

182090

Fi le

: C :\U se rs

\y uj u.

liu

\C al ifo rn ia S ta te

P ar ks \S ou th er n_

Se rv ic e_

C en te r_

(8

P ro je ct s\

H un tin gt on B ea ch

S B, R ep l C S

#2

3, #8

\D es ig n

D oc um en ts \C

AD

\P ha se

\G en er al \G

-1 .4

A C

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.d w g La yo ut

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X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

XX

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AC

C

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G-1.4

PC

BP

PC

04/14/23

SCALE @ 22x341 ACCESSIBLE PARKING STALLS 1/4" - 1'-0"

SCALE @ 22x342 INT'L SYMBOL OF ACCESSIBILITY 1'-1'-0" SCALE @ 22x343 PARKING STALL SIGNAGE 1-1/2" = 1'-0"

SCALE @ 22x344 PARKING BUMPER 1-1/2" = 1'-0" SCALE @ 22x345 ACCESSIBLE PARKING SIGN 3/4" = 1'-0"

SCALE @ 22x346 SITE TOW-AWAY SIGNAGE 1"=1'-0" SCALE @ 22x347 TOW-AWAY SIGN MOUNTING 1'-1'0" SCALE @ 22x348 TRUNCATED DOMES 6" = 1'-0"

Pe n ny L . C l ews - No . 5 190

October 31, 2024

04/14/2023

STATE FIRE MARSHAL

PERMIT EXEMPT

PER CORRESPONDENCE WITH

DEPUTY FRED PAESANO

ON 12/12/2022

SCALE @ 22x349 DIRECTIONAL SIGN 2" = 1'-0"

W

W

S SCO

E

E oooooooooooooooooo o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o

W

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E oooooooooooooooooo o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

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

182090

PC

BP

PC

Fi le

: C :\U se rs

\p cl ew s\

C al ifo rn ia S ta te

P ar ks \S ou th er n_

Se rv ic e_

C en te r_

(8

P ro je ct s\

H un tin gt on B ea ch

S B, R ep l C S

#2

3, #8

\D es ig n

D oc um en ts \C

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\P ha se

\G en er al \G

-1 .4

A C

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FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

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PROJECT NO.

G-1.5

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PHASE 3

SHOWN FOR

REFERENCE ONLY

(NOT IN SCOPE)

(E)

CONCESSIONS

BUILDING

(N) ACCESSIBLE PARKING SPACES

(E) BUS STOP

(N) PLAZA

ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE WALKWAYS TO HAVE A RUNNING SLOPE OF 0% TO 5%

MAX. CROSS SLOPES NOT TO EXCEED 2%

(N) BENCH

Pe n ny L . C l ew s - No . 5 19 0

October 31, 2024

04/14/2023

PACIFIC COAST HIGHWAY

STATE FIRE MARSHAL

PERMIT EXEMPT

PER CORRESPONDENCE WITH

DEPUTY FRED PAESANO

ON 12/12/2022

DIRECTIONAL SIGN

PER DETAIL 9/G-1.4

VERIFY LOCATION ON SITE

PRIOR TO INSTALLATION.

DIRECTIONAL SIGN

PER DETAIL 9/G-1.4

VERIFY LOCATION ON

SITE PRIOR TO

INSTALLATION.

TOW-AWAY SIGN

PER DETAIL 6 & 7/G-1.4

VERIFY LOCATION ON SITE

PRIOR TO INSTALLATION.

© 2022 Micro soft C orporat ion © 2022 Maxa r ©

CNES (2022) D

istr ibution Airbus D

S

LIMITS OF WORK

LI

M

IT

S

O F

W O

R K

PHASE 3

NOT A PART OF

SCOPE

(E)

CONCESSION

STAND

LIMITS OF WORK

CONTRACTOR

STAGING AND

STORAGE

LIMITS OF WORK

© 2022 Micro soft C orporat ion © 2022 Maxa r ©

CNES (2022) D

istr ibution Airbus D

S

BR

O

O

KH

U R

ST

S

T.

ACCESS AND

EGRESS ROUTE

PACIFIC COAST HIGHWAY

26.5'

20'

27.5'

'20

R45'

R7 5'

R23.00'

R2 3.

R25.77'

R2 5.

(E)

CONCESSION

STAND

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

Fi le

: C :\U se rs

\b st ev en s\ O ne D riv e

- C al ifo rn ia S ta te

P ar ks \0

-O ne D riv e

P ro je ct s\ H un tin gt on

S B

Ac es s.

Im pr o\

Xr ef

B lo ck s\ La nd A rc h\

H un tin gt on S

B .d w g

La yo ut : M od el

D at e:

J an ua ry

7:

a m

U se r:

bs te ve ns

X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

XX

XX

XX

XX

XX

PROJECT NO.

STAGING AND ACCESS NOTES

1. CONFINE STAGING AND STORAGE ACTIVITIES TO THE

AREAS INDICATED ON THE PLAN ABOVE.

2. PROVIDE TEMPORARY FENCING TO PREVENT ACCESS

BY THE PUBLIC FOR THE DURATION OF CONSTRUCTION

ACTIVITIES.

3. DO NOT OBSTRUCT THE CIRCULATION OF TRAFFIC IN

THE PARKING LOT AND DRIVE AISLES.

4. 5 FOOT BUFFER SHOULD BE MAINTAINED BETWEEN

STAGING AREA AND THE ACCESSIBLE PARKING STALLS

OR WALKING PATH AT EITHER END.

5. NO VEHICLES SHALL ACCESS ANY PORTION OF THE

SAND/BEACH WITHOUT PRIOR WRITTEN

AUTHORIZATION BY THE STATE.

182090

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G-1.6

SCALE@22X341 PROJECT LIMIT OF WORK AND STAGING AREA

1:20

SCALE@22X342 SITE FIRE ACCESS

1:50

N T S n s e w

N T S n s e w

N T S n s e w

N T S n s e w

LEGEND

FIRE ACCESS

LIMIT OF WORK

1 INCH = 20 FEET

0' 20' 40'10'

LI

FE

S

AF

TE

Y

PE

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SO

N

AL

B

EA

C H

AC

C

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CONTRACTOR STAGING

AND STORAGE AREA

CONSTRUCTION FENCING

BE

AC

H A

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S

CONSTRUCTION FENCING

CONSTRUCTION FENCING

Pe n ny L . C l ew s - No . 5 190

October 31, 2024

04/14/2023

1 INCH = 50 FEET

0' 50' 100'

STATE FIRE MARSHAL

PERMIT EXEMPT

PER CORRESPONDENCE WITH

DEPUTY FRED PAESANO

ON 12/12/2022

OF

W

W

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SCO

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VITREOUS CHINAC_FOUNTAINSMILLBROOKK-5264

VITREOUS CHINAC_FOUNTAINSMILLBROOKK-5264

VITREOUS CHINAC_FOUNTAINSMILLBROOKK-5264

ooooooooooooooooooooooooooo o o o o o o o o o o o o o o o oo o o o o o o o o

DPR ACCESS COMPLIANCE REVIEW

ACCESSIBILITY SECTION

SHEET NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

DATE:

CERTIFICATION #

Reviewed by Date

01724977.008

GS

GS

Fi le

: C :\U se rs

\g re go ry

.s to ne \c al ifo rn ia s ta te p ar ks

\s ou th er n_ se rv ic e_ ce nt er

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#2

3, #8

\d es ig n do cu m en ts \C

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: 2 4x

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S ep te m be r 0

:1 am

4/14/2023

X XX/XX/XXXX

FACILITIES AND

DEVELOPMENT DIVISION

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

X XX/XX/XX

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PROJECT NO.

C-1.0

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SU

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PL

AN

1 " =

SCALE

FEET

0 10 20 40

20 '

SURVEY NOTES:

THE PURPOSE OF THIS SURVEY WAS TO DETERMINE THE TOPOGRAPHIC FEATURES AND SURFACE TO FACILITATE THE DESIGN AND REMODEL OF COMFORT STATION #2 (NEAR THE BROOKHURST STREET ENTRANCE) FOR ACCESSIBILITY COMPLIANCE AND PROVIDE EXTERIOR PARKING AND PATH OF TRAVEL AS NECESSARY. REHAB AND EXTEND TWO EXISTING SPENCER RAMPS (ONE NEAR CS #8 AND THE OTHER NEAR CS #2) AND PROVIDE COMPLIANT PICNIC TABLES, BENCHES, AND OTHER AMENITIES AS NECESSARY.

FIELD SURVEY COMPLETED DECEMBER 17, 2019

THIS SURVEY IS BASED ON NAD83 (2011) EPOCH 2010.0 STATE PLANE COORDINATE SYSTEM ZONE 06, NAVD88 VERTICAL DATUM (COMPUTED USING GEOID18).

USING AN OPUS (ONLINE POSITIONING USER SERVICE) SOLUTION FOR SET CONTROL POINT NO. 100:

N: 2180508.485 E: 6037242.708

ELEV: 13.38

REAL TIME KINEMATIC (RTK) OBSERVATIONS FROM BASE POINT NO. 101 USED ESTABLISH CONTROL POINTS 101-107. TIED CONVENTIONALLY AND ADJUSTED

USING LEAST SQUARES.

MEAN HIGH WATER (MHW) ELEVATION IS 4.52 FEET AS PUBLISHED ON NOAA WEBSITE.

UNITS ARE US SURVEY FEET, GRID DISTANCES. TO OBTAIN GROUND.

TO OBTAIN GROUND DISTANCES, DIVIDE DISTANCES BY THE PROJECT AVERAGE COMBINED SCALE FACTOR OF 0.9999731944.

THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD OBSERVATIONS ONLY. NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. NO WARRANT IS MADE THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AS

THEY WERE NOT PHYSICALLY LOCATED.

NOTE:

SURVEY SHOWN REFLECTS CONDITIONS PRIOR TO DEMOLITION PROJECT COMPLETED

IN 2023. CONTRACTOR TO RETAIN SURVEYOR AS REQUIRED TO VERIFY POST

DEMOLITION ELEVATIONS RELEVANT TO WORK OF CURRENT PROJECT. SURVEY ABOVE

IS SHOWN TO IDENTIFY CONTROL POINTS AVAILABLE TO LAYOUT WORK OF THE

PROJECT.

STATE FIRE MARSHAL

PERMIT EXEMPT

PER CORRESPONDENCE WITH

DEPUTY FRED PAESANO

ON 12/12/2022

G R E G O R Y M . S T O N E

Lic. # C82594 Exp. 9/30/2024

W

S

E E

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SCO

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E E E

VITREOUS CHINA C_FOUNTAINS MILLBROOK K-5264

VITREOUS CHINAC_FOUNTAINSMILLBROOKK-5264 VITREOUS CHINAC_FOUNTAINSMILLBROOK

K-5264 o o o o o o o o o o o oo o o o o o o o o

PIP (E)

CONCESSION

BLDG. SEE

NOTE 2

PIP (E) 4"

SANITARY SEWER

PIP (E) WATER LINE

PIP (E) UG TRANSFORMER

VAULT

PIP (E)GAS METER

AND PIPING

PIP (E) 6"

SANITARY SEWER

PIP (E) 3" WATER LINE PIP (E) 1" WATER LINE

REMOVE (E) WATER VALVE

BOX AND INSTALL NEW

VALVE BOX

LIMIT OF WORK

DEMOLISH PIP (E)DRIVEWAY AND ACCESS AISLE

(E) BEACH SHOWERS PIP

CONTRACTOR TO LOCATE AND IDENTIFY EXISTING

IRRIGATION SUPPLY LINE TO BROOKHURST PARK

ENTRANCE; RE-ESTABLISH IRRIGATION

CONNECTION TO (E) BACKFLOW PREVENTER ON

SITE; PROTECT IN PLACE (E) IRRIGATION VALVES

AND BOXES, REDUCE AND ADAPT AS NECESSARY

TO CONNECT NEW 3" SUPPLY LINE TO (E)

BACKFLOW PREVENTER. MAINTAIN AND ALLOW

ACCESS TO STATE PARKS PERSONNEL FOR THE

DURATION OF CONSTRUCTION

PIP (E) 3" WATER LINE

DEMOLISH (E) CURB

DEMOLISH (E) CURB

PIP (E) CURB

PIP (E) CURB

PIP (E) GATE

PIP (E) GATE

POST AND

POST FOOTING

PIP (E) EXISTING

PAVEMENT

PIP (E) EXISTING PAVEMENT

BLACK OUT PAINT FOR

HANDICAP SYMBOL

BLACK OUT PAINT FOR HANDICAP SYMBOL

BLACK OUT 2' PAINT FOR ALL PARKING

STALLS ALONG THIS SIDE, TYP.

SEE SHEET NOTES.

DEMOLISH (E) CONC

CURB AND

GUARDRAILS

DEMOLISH (E) CMU WALLS

AND GUARDRAILS

SAWCUT AND DEMO ASPHALT

PAVING AS REQUIRED

SAWCUT AND DEMO ASPHALT

PAVING AS REQUIRED

SAWCUT AND DEMO ASPHALT

PAVING AS REQUIRED

DEMOLISH (E) CURB AS REQUIRED FOR

TRANSITION BACK TO EXISTING CURB DEMOLISH (E) CONC CURB AS REQUIRED FOR

TRANSITION BACK TO EXISTING CURB

APPROX. LIMIT OF DEMOLISH (E) CURB,

VERIFY IN FIELD

PIP (E) CURB

APPROX. LIMIT OF

DEMOLISH (E)…