Drawings_C24864049.pdf

PDF 20 MB Posted

Attached to
C24864049 PICACHO STATE RECREATION AREA (SRA) - Paddlewheeler and Upper Docks Restrooms
Solicitation number
0000035711
Issued by
Imperial County, Imperial City, Imperial Beach City, California

About this file

This document is a comprehensive set of architectural and engineering drawings for the Paddlewheeler and Upper Dock Restrooms project at Picacho State Recreation Area, located in Imperial County, California, prepared by the California Department of Parks and Recreation. The project involves replacing two existing portable toilets with precast concrete vault toilets at two separate locations: the Upper Dock and the Paddlewheeler Boat-in Camp. Each location will receive a new vault toilet building with accessible parking and path of travel. The project includes site demolition, grading, concrete work, and installation of new restroom facilities with specific accessibility requirements. The project number is 11077M, and the drawings are dated June 17, 2024, with an Office of the State Fire Marshal approval date of July 2, 2024.

The project scope includes detailed specifications for two CXT precast concrete vault toilet buildings (Tioga and Cascadian models) with solar kit options, concrete walkways, parking areas, and site improvements. The buildings will be approximately 140 square feet (Upper Dock) and 96 square feet (Paddlewheeler), constructed as Type IIB buildings with occupancy type U. The site work involves removing existing portable toilets, preparing accessible paths, installing concrete pads, and integrating site amenities like boulders, trash receptacles, and signage. The project emphasizes accessibility compliance, with specific design details addressing ADA requirements for restroom facilities, parking, and site access. Funding appears to be through the California State Parks system, with the work to be performed by a contractor selected through the state's procurement process.

View the file

Other files

File Type Posted
Bid_Forms_C24864049.pdf PDF
Project_Manual_C24864049.pdf PDF

On GovTribe

Work with this file

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

Text version

PADDLEWHEELER AND UPPER DOCK RESTROOMS

LOCATION MAP

OWNER

STATE OF CALIFORNIA, DEPARTMENT OF PARKS AND RECREATION

PARK DISTRICT:

COLORADO DESERT DISTRICT

PARK UNIT:

PICACHO STATE RECREATION AREA

COUNTY

IMPERIAL

SCOPE OF WORK:

UPPER DOCK:

REPLACE TWO EXISTING PORTABLE TOILETS WITH PRECAST CONCRETE VAULT TOILET

(2 USERS WITH CHASE). ADDITIONALLY, THE PROJECT WILL PROVIDE ACCESSIBLE

PARKING AND PATH OF TRAVEL TO THE NEW VAULT TOILET.

PADDLEWHEELER:

REPLACE TWO EXISTING PORTABLE TOILETS WITH PRECAST CONCRETE VAULT TOILET

(SINGLE USER). ADDITIONALLY, THE PROJECT WILL PROVIDE ACCESSIBLE PATH OF

TRAVEL FROM THE BOAT RAMP HEAD (SITE ACCESS POINT) TO NEW VAULT TOILET

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

OCOTILLO WELLS DISTRICT

5172 HIGHWAY 78

BORREGO SPRINGS ,CA, 92004

PHONE: (760) 767-4037

FAX: (760) 767-3427

PROJECT ADDRESS:

PICACHO STATE RECREATION AREA

PICACHO ROAD

WINTERHAVEN, CALIFORNIA 92283

CSFM PERMITS #

UPPER DOCK RESTROOM: 24-S-2034-CP-NW (ELECTRONIC) PRIMAREY

PADDLEWHEELER RESTROOM: 24-S-2048-CP-NW (PAPER)

OLD CSFM PERMIT (Expired) #: 19-S-3607-CP

PROJECTS AREA:

PROJECT SITE AREA AT UPPER DOCK: ................................................................................... 3500 SF PROJECT SITE AREA AT PADDLEWHEELER PREMITIVE CAMP: ........................................... 4500 SF

BUILDING AREA:

UPPER DOCK RESTROOM.......................................................................................................... 140 SF

PADDLEWHEELER RESTROOM................................................................................................. 96 SF OCCUPANCY TYPE: .................................................................................................................... U CONSTRUCTION TYPE: .............................................................................................................. IIB NEW

NUMBER OF STORIES:

OCCUPANCY LOAD:

UPPER DOCK RESTROOM:

PADDLEWHEELER RESTROOM:

ALLOWABLE AREA:

ALLOWABLE NUMBER OF STORIES:

SPRINKLER SYSTEM.................................................................................................................... N/A

FIRE ALARM:................................................................................................................................. N/A

SEISMIC JOINTS:.......................................................................................................................... N/A SRA:.......................................................................................................................................... N/A (LRA- INCORPRATED) LRA:.......................................................................................................................................... MODERATE

PICACHO STATE RECREATION AREA

PROJECT SUMMARY:

CODE SUMMARYSHEET INDEX

PROJECT LOCATION

UPPER DOCK

PROJECT LOCATION

PADDLEWHEELER

PROJECT NO. 11077M

INTER-PARK RD.

T A Y

LO

R

LA

K E

AD

O

BE

L

AK

E

Picacho

INTER-PARK RD.

N

S

W E

F ile

L -C

A D

-C D D

-9 \P ic a c h o \P a d d le w h e e le r a n d U p p e r D o c k R e s tr o o m s \G e n e ra l\ T -1

T

IT

L E S

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

T

-1 .1

T

IT

L E S

H E E T

D a te

J u n e

:1 a m U s e r:

b s te v e n s

PICACHO

CAMPGROUND

Picacho State Recreation

Area

DWG# SHWWT 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 NOTES G-1.4

006 ACCESSIBILITY DETAILS G-1.5

007 ACCESSIBILITY DETAILS G-1.6

008 TOPOGRAPHIC SURVEY ABBREVIATIONS AND NOTES AS-0.1

009 TOPOGRAPHIC SURVEY CONTROL POINTS AS-0.2

010 TOPOGRAPHIC SURVEY EXISTING CONDITIONS AS-0.3

011 UPPER DOCK SITE DEMOLITION PLAN AS-1.1

012 UPPER DOCK REFERENCE PHOTOS AS-1.2

013 UPPER DOCK GRADING PLAN, VERTICAL AND HORIZONTAL CONTROL AS-1.3

014 UPPER DOCK SITE SECTIONS AS-1.4

015 UPPER DOCK SITE IMPROVEMENT PLAN AS-1.5

016 PADDLEWHEELER BOAT IN CAMP SITE DEMOLITION PLAN AS-2.1

017 PADDLEWHEELER BOAT IN CAMP VERTICAL& HORIZONTAL CONTROL AS-2.2

018 PADDLEWHEELER BOAT IN CAMP CONCRETE PATH SAMPLING AS-2.3

019 PADDLEWHEELER BOAT IN CAMP SITE IMPROVEMENT PLAN AS-2.4

020 PADDLEWHEELER BOAT IN CAMP SITE SECTIONS AS-2.5

021 SITE DETAILS AS-3.1

022 UPPER DOCK RESTROOM FLOOR PLAN & EXTERIOR ELEVATIONS A-1.1

023 UPPER DOCK RESTROOM BUILDING SECTIONS A-1.2

024 PADDLEWHEELER RESTROOM FLOOR PLAN & EXTERIOR ELEVATIONS A-2.1

025 PADDLEWHEELER RESTROOM BUILDING SECTIONS A-2.2

SCALE: N.T.S.

9-30-25

Renewal Date

No. C36697

B A

R

BA

RA S. STEV

E N S

L

IC

E

N

SED ARCHIT

E C

T

S T

A

T E

O F C A L IF

R

O N

IA

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

BSS

AS

BSS

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

T-1.1

P A D

D L E W

H E E L E R

A N

D U

P P E R

D O

C K R

E S T R

O O

M S

P

IC

A C

H O

S T A T E R

E C

R E A T

IO

N A

R E A

T

IT

L E S

H E E T

V1

06/17/2024

PROJECT NO.

11077M

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/02/24

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

24-2034

Srikanth Rao, CASp-927 8/12/2024

24-013

ABBREVIATIONS

C

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

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

GRADE

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

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. FINISH FLOOR ABOVE

A.F.G. FINISH GRADE

ALUM. ALUMINUM

AP. ASSESSOR'S PARCEL

APM AUTOMATIC PAYMENT MACHINE

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 CONTROL 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

CR. CURB RETURN

CS. COMFORT STATION

CY. CUBIC YARDS

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

E.G. EXISTING GRADE

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

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.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISHED FLOOR

F.G. FINISHED GRADE

FGL FIBER GLASS

FIN. FINISH

FL. FLOW LINE

FLR. FLOOR

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.S. FACE OF STUD

F.O.W. FACE OF WALL

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

H.D. HOLD DOWN

HDR. HEADER

HGR. HANGER

HORIZ. HORIZONTAL

H.M. HOLLOW METAL

HR. HOUR

HT. HEIGHT

H:V HORIZONTAL/VERTICAL

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.G. NEW GRADE

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

RB REBAR

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

RR. RESTROOM

R.S. RECORD OF SURVEY

RT RIGHT

SBC SBC/ATT COMMUNICATIONS

S.C. SOLID CORE

SCE SOUTHERN CALIFORNIA EDISON CO.

SCHED SCHEDULE

SD STORM DRAIN

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.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:H VERTICAL: HORIZONTAL

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

F ile

L -C

A D

-C D

D -9

\P ic a c h o \P a d d le w h e e le r a n d U p p e r D o c k R e s tr o o m s \G e n e ra l\ G

-1 .1

A B B R

E V

IA

T

IO

N S A

N D

S Y M

B O

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

G

-1 .1

A B B R

E V

IA

T

IO

N S A

N D

S Y M

B O

L S

D a te

J u n e

:2 a m U s e r:

b s te v e n s

9-30-25

Renewal Date

No. C36697

B A

R

BA

RA S. STEV

E N S

L

IC

E

N

SED ARCHIT

E C

T

S T

A

T E

O F CA L IF

R

O N

IA

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

BSS

AS

BSS

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

G-1.1

P A D D

L E W

H E E L E R A

N D U

P P E R D

O C K R

E S T R O

O M

S

P

IC

A C H

O S

T A T E R

E C R

E A T

IO

N A

R E A

A B B R E V

IA

T

IO

N S A

N D

S Y M

B O

L S

V1

06/17/2024

PROJECT NO.

11077M

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/02/24

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

24-2034

AutoCAD SHX Text: E srikanthrao

F ile

L -C

A D

-C D D

-9 \P ic a c h o \P a d d le w h e e le r a n d U p p e r D o c k R e s tr o o m s \G e n e ra l\ G

-1 .2

G E N E R A L N

O T E S A

N D

C O

D E A

N A L Y S

IS

.d w g L a y o u t:

G

-1 .2

G E N E R A L N

O T E S A

N D

C O

D E A

N A L Y S

IS

D a te

J u n e

:1 a m U s e r:

b s te v e n s

STATE FIRE MARSHAL CODE DATA MATRIX

2016 CALIFORNIA BUILDING CODE

PROJECT NAME: PADDLEWHEELER AND UPPER DOCK RESTROOMS

UPPER DOCK RESTROOM

(DAY USE AREA)

PADDLEWHEELER

RESTROOM (PRIMITIVE

CAMP)

1A

OCCUPANCY CLASSIFICATION

(CBC SECTION 303-312 )

U U

1B OCCUPANCY USE RESTROOM RESTROOM

BUILDING CONSTRUCTION TYPE

(CBC TABLE 601)

IIB (NEW) IIB (NEW)

NUMBER OF STORIES

(ALLOWABLE (2) STORIES PER TABLE 504.4)

2 2

4A ACTUAL HEIGHT ± 13'-6" 13'-4"

4B

ALLOWABLE HEIGHT

(FEET / NUMBER OF STORIES, TABLE 504.3)

55 FT. / ONE STORY 55 FT. / ONE STORY

5A BUILDING AREA (SF) EACH BUILDING 140 96

5B PROJECT AREA 3500 4500

NON SEPARATED USE

(i.e. TENANT IMPROVEMENTS)

N/A N/A

7 SEPARATED OR NON-SPERATED USE N/A N/A

ALLOWABLE AREA PER CBC

(TABLE 506.2)

8,500 SF 8,500 SQ. FT.

9 AREA INCREASE (NOT USED) (NOT USED)

10 HEIGHT INCREASES (NOT USED) (NOT USED)

FIRE SPRINKLERED

(CBC SECTION903.2)

N N

FIRE ALARM

(CBC SECTION 907.2)

N N

OTHER FIRE PROTECTION SYSTEM

(CBC SECTION 907.2.11)

N N

14 SMOKE CONTROL SYSTEM N N

15 FIRE FLOW N/A N/A

OCCUPANT LOAD

(FOR ENTIRE BUILDING AND EACH FLOOR )

(CBC TABLE 1004.1.2)

2 1

17 YEAR BUILDING WAS CONSTRUCTED NEW NEW

FIRE HAZARD SEVERITY ZONE

STATE RESPONSE AREA(SRA)

OR LOCAL RESPONSE AREA (LRA)

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

SRA: N/A (LAR- INCORPORATED)

LRA: MODERATE

SRA: N/A (LRA-INCORPORATED)

LRA: MODERATE

19 SEISMIC JOINTS N/A N/A

EMERGENCY RESPONDER RADIO

COVERAGE

N/A N/A

MINIMUM PLUMBING FACILITIES

CPC TABLE 422.1

1 1

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:

STANDARD ADMINISTRATIVE CODE:

· 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

· ED BY CALIFORNIA" CSFM

F ile

L -C

A D

-C D D

-9 \P ic a c h o \P a d d le w h e e le r a n d U p p e r D o c k R e s tr o o m s \G e n e ra l\ G

-1 .2

G E N E R A L N

O T E S A

N D

C O

D E A

N A L Y S

IS

.d w g L a y o u t:

G

-1 .2

G E N E R A L N

O T E S A

N D

C O

D E A

N A L Y S

IS

te

J u n e

:1 a m U s e r:

b s te v e n s

PER CFC CHAPTER 33 FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION, AND CHAPTER 35 WELDING AND OTHER HOT WORK.

1. PER SPEC SECTION 015000-TEMPORARY FACILITIES AND CONTROLS, PART 1.3C AND 3.5M DESIGNATES FIRE-PREVENTION PLAN TO BE COMPLETED AND MANAGED BY CONTRACTOR. FIRE PREVENTION PLAN TO BE A

DEFERRED PERMIT PRIOR TO CONSTRUCTION STARTING.

2. PART 1.3C FIRE-SAFETY PROGRAM; SHOW COMPLIANCE WITH REQUIREMENTS OF NFPA 241 AND AUTHORITIES HAVING JURISDICTION, INDICATE CONTRACTOR PERSONNEL RESPONSIBLE FOR MANAGEMENT OF

FIRE-PREVENTION PROGRAM. AN INTERNAL HOT WORK PERMITTING PROCESS ONSITE TO BE FOLLOWED.

3. PART 3.5M STATES TEMPORARY FIRE PROTECTION: INSTALL AND MAINTAIN TEMPORARY FIRE-PROTECTION FACILITIES OF TYPES NEEDED TO PROTECT AGAINST REASONABLY PREDICTABLE AND CONTROLLABLE FIRE

LOSSES, COMPLY WITH NFPA 241; MANAGE FIRE-PREVENTION PROGRAM.

a. PROHIBIT SMOKING IN CONSTRUCTION AREAS. COMPLY WITH ADDITIONAL LIMITS ON SMOKING SPECIFIED IN OTHER SECTIONS.

b. SUPERVISE WELDING OPERATIONS, COMBUSTION-TYPE TEMPORARY HEATING UNITS, AND SIMILAR SOURCES OF FIRE IGNITION ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

c. DEVELOP AND SUPERVISE AN OVERALL FIRE-PREVENTION AND PROTECTION PROGRAM FOR PERSONNEL AT PROJECT SITE. REVIEW NEEDS WITH LOCAL FIRE DEPARTMENT AND ESTABLISH PROCEDURES TO BE

FOLLOWED. INSTRUCT PERSONNEL IN METHOD AND PROCEDURES, POST WARNINGS AND INFORMATION.

d. PROVIDE TEMPORARY STANDPIPES AND HOSES FOR FIRE PROTECTION. HANG HOSES WITH A WARNING SIGN STATING THAT HOSES ARE FOR FIRE-PROTECTION PURPOSES ONLY AND ARE NOT TO BE REMOVED. MATCH

HOSE SIZE WITH OUTLET SIZE AND EQUIP WITH SUITABLE NOZZLES.

4. TAGGED/SERVICED PORTABLE FIRE EXTINGUISHERS TO BE PLACED EVERY 75' OF TRAVEL DISTANCE IN THE WORK AREAS.

5. EMERGENCY VEHICLE ACCESS FROM PARK ENTRANCE TO BE MAINTAINED DURING DEMOLITION AND CONSTRUCTION.

6. HYDRANTS TO BE FREE FROM BLOCKING, OBSTRUCTING, OR REMOVAL FROM SERVICE

SITE SAFETY PLANS

9-30-25

Renewal Date

No. C36697

B A

R

BA

RA S. STEV

E N S

L

IC

E

N

SED ARCHIT

E C

T

S T

A

T E

O F C A L IF

R

O N

IA

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

BSS

AS

BSS

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

G-1.2

P A D

D L E W

H E E L E R

A N D

U P P E R

D O

C K R

E S T R

O O

M S

P

IC

A C

H O

S T A T E R

E C

R E A T

IO

N A

R E A

G E N E R

A L N

O T E S A

N D

C O

D E A

N A L Y S

IS

V1

06/17/2024

PROJECT NO.

11077M

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/02/24

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

24-2034

HTTP://FRAP.FIRE.CA.GOV

ACCESSIBILITY NOTES

· DOORS, DOORWAYS, AND GATES:

1. GENERAL: DOOR, DOORWAYS, AND GATES THAT ARE PARTS OF AN ACCESSIBLE ROUTE

SHALL COMPLY WITH SECTION 11B-404. (11B-404.1)

EXCEPTION:

a. DOORS, DOORWAYS, AND GATES DESIGNED TO BE OPERATED BY SECURITY

PERSONAL SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.7,

11B-404.2.8, 11B-404.2.9, 11B-404.3.2, AND 11B-404.3.4 THROUGH 11B-404.3.7. A

SIGN VISIBLE FROM THE APPROACH SIDE COMPLYING WITH SECTION 11B-705

SHALL BE POSTED STATING " ENTRY RESTRICTED AND CONTROLLED BY

SECURITY PERSONAL" .

2. MANUAL DOORS AND DOORWAYS AND MANUAL GATES INTENDED FOR USER PASSAGE SHALL

COMPLY WITH SECTION 11B-404.2. (11B-404.2)

3. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS

OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE

DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS 24 INCHES DEEP SHALL

PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO

THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR

OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80

INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. (11B-404.2.3)

EXCEPTIONS:

a. IN ALTERATIONS, PROJECTION ON 58 INCH MAXIMUM INTO THE REQUIRED

CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP

b. DOOR CLOSER AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES

MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

c. DOORS, DOORWAYS, AND GATE NOT PROVIDING FULL USER PASSAGE SHALL

PROVIDE A CLEAR WIDTH OF 20 INCHES MINIMUM.

4. MINIMUM MANEUVERING CLEARANCE AT DOORS AND GATES SHALL COMPLY WITH SECTION

11B-404.2.4. MANEUVERING CLEARANCE SHALL EXTEND THE FULL WIDTH OF THE DOORWAY

AND THE REQUIRED LATCH SIDE OR HINGES SIDE CLEARANCE. (11B-404.2.4)

5. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH

TABLE 11B-404-2.4.1. (11B-404.2.4.1)

6. MANEUVERING CLEARANCE FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY

OBSTRUCTION WITHIN 18 INCHES OF THE SIDE OF THE LATCH AT AN INTERIOR DOORWAY, OR

WITHIN 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8

INCHES BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE

DOOR OR GATE. (11B-404.2.4.3)

7. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCE SHALL COMPLY

WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. (11B-404.2.4.4)

EXCEPTION:

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

b. CHANGE IN LEVEL AT THRESHOLDS COMPLY WITH SECTION 11B-404.2.5 SHALL

BE PERMITTED.

8. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 12 INCH HIGH MAXIMUM. RAISED

THRESHOLDS AND CHANGE IN LEVEL AT DOOR WAY SHALL COMPLY WITH SECTION 11B-302

AND 11B-303. (11B-404.2.5)

9. HANDLES , PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES

SHALL COMPLY WITH SECTION 11B-404.309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL

BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

WHERE SLIDING DOORS ARE IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE

EXPOSED AND USABLE FROM BOTH SIDES. (11B-404.2.7)

EXCEPTION:

c. EXISTING LOCKS SHALL BE PERMITTED IN LOCATION AT EXISTING GLAZED

DOOR WITHOUT STILES , EXISTING OVERHEAD ROLLING OR GRILLES, AND

SIMILAR EXISTING DOORS OR GRILLES DESIGNED WITH LOCKS THAT ARE

ACTIVATED ONLY AT THE TOP OR BOTTOM RAIL.

d. ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE

RELEASE OF LATCH ON SELF-LATCHING DEVICES AT 54 INCHES MAXIMUM

ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE SELF-LATCHING

DEVICES ARE NOT SELF- LOCKING DEVICES AND OPERATED BY MEANS OF KEY,

ELECTRONIC OPENER, INTEGRAL COMBINATION LOCK .

10. DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH SECTION 11B-404.2.8. (11B-404.2.8)

11. DOOR CLOSER AND GATE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION

OF 90 DEGREES THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION 12 DEGREES FROM

THE LATCH IN 5 SECOND MINIMUM. (11B-404.2.8.1)

12. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POTION OF

70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSE POSITION IN 1.5 SECOND

MINIMUM. (11B-404.2.8.2)

13. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS

SHALL BE AS FOLLOW

· INTERIOR HINGED DOORS: 5 POUND MAXIMUM

· SLIDING OR FOLDING DOORS: 5 POUNDS

· REQUIRED FIRE DOOR: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE

AUTHORITY NOT TO EXCEED 15 POUNDS.

· EXTERIOR HINGED DOORS : 5 POUNDS MAXIMUM

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR

DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION.

(11B-404.2.9)

14. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND

MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING

THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL

JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS OTHER AND

BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL

BE CAPPED. (11B-404.2.10)

· REACH RANGES:

1. GENERAL: REACH RANGES COMPLY WITH SECTION 11B-308. (11B-308.1)

2. CONTROLS AND SWITCHES INTENDED TO BE USED BY OCCUPANT OF A ROOM OR AREA TO

CONTROL LIGHTING, AND RECEPTACLE OUTLET, APPLIANCES OR COOLING, HEATING AND

VENTILATION EQUIPMENT, SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH

SHALL BE MEASURE TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE

MEASURED TO THE TOP OF THE OUTLET BOX. (11B-308.1.1)

3. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND

COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE

LOW REACH BE MEASURED TO THE TOP OF THE OUTLET BOX. (11B-308.1.2)

4. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48

INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE

FINISH FLOOR OR GROUND. (11B-308.2.1)

5. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE

SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED

DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD EACH SHALL BE 48 INCHES MAXIMUM

WHERE THE REACH DEPTH IS 20 INCHES MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20

INCHES THE HIGH FORWARD REACH SHALL BE 44 INCHES MAXIMUM AND THE REACH DEPTH

SHALL BE 25 INCHES MAXIMUM. (11B-308.2.2)

6. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN

ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48

INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM ABOVE THE

FINISH FLOOR OR GROUND. (11B-3.8.3.1)

EXCEPTION:

a. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR SPACE

OR GROUND SURFACE AND THE ELEMENT WHERE THE DEPTH OF THE

OBSTRUCTION IS 10 INCHES MAXIMUM

7. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN

ELEMENT AND THE HIGH SIDE REACH IS OVER THE OBSTRUCTION, THE HEIGHT OF THE

OBSTRUCTION SHALL BE 34" MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24"

MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM FOR A REACH DEPTH OF 10

INCHES MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH

SHALL BE 46 INCHES MAXIMUM FOR A REACH DEPTH OF 24 INCHES MAXIMUM. (11B-308.3.2)

· OPERATING PARTS:

1. GENERAL: OPERATING PARTS SHALL COMPLY WITH SECTION 11-B-309. (11B-309.1)

2. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305 SHALL BE

PROVIDED. (11B-309.2)

3. OPERATING PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES

SPECIFIED IN SECTION 11B-308. (11B-309.3)

4. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT

GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE

OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. (11B-309.4)

· SIGNS:

SIGN'S BRAILLE AND CHARACTERS:

1. GENERAL: SIGNS SHALL COMPLY WITH SECTION 11B-703 WHERE BOTH VISUAL AND TACTILE

CHARACTERS ARE REQUIRED, EITHER ONE WITH BOTH VISUAL AND TACTILE CHARACTERS OR

TWO SEPARATE SIGNS ONE WITH VISUAL AND ONE WITH TACTILE CHARACTERS SHALL BE

PROVIDED. (11B-703.1)

2. RAISED CHARACTERS SHALL COMPLY WITH SECTION 11B-703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 11B-703.3. RAISED CHARACTERS SHALL BE INSTALLED IN

ACCORDANCE WITH SECTION 11B-703.4. (11B-703.2)

3. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND. (11B.703.2.1)

4. CASE CHARACTERS SHALL BE UPPERCASE. (11B-703.2.2)

5. CHARACTERS SHALL BE SAN SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. (11B-703.2.3)

6. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE

LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE

UPPERCASE LETTER "I". (11B-703.2.4 )

7. CHARACTER HEIGHT MEASURED VERTICALLY FROM BASELINE OF THE CHARACTER SHALL BE

5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF UPPERCASE LETTER "I".

(11B.703.2.5)

8. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAXIMUM OF THE

HEIGHT OF CHARACTER. (11B-703.2.6)

9. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF

ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE

CHARACTERS HAVE RECTANGULAR CROSS SECTIONS , SPACING BETWEEN INDIVIDUAL

RAISED CHARACTERS SHALL BE 1/8 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER

STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS SECTION, SPACING

BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH AND 4 TIMES THE RAISED

CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTION, AND 1/8 INCH

MINIMUM AND 4 ITEMS THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF

THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND

DECORATIVE ELEMENTS 3/8 MINIMUM. (11B-703.2.7)

10. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A

MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED

CHARACTER HEIGHT. (11B-703.2.8)

11. TEXT SHALL BE IN HORIZONTAL FORMAT. (11B-703.2.9)

12. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTION 11B-703.3 AND 11B-703.4. (11B-703.3)

13. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE

11B-703.3.1 THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED

BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUN AND NAMES, INDIVIDUAL LETTERS

OF THE ALPHABET, INITIALS AND ACRONYMS. (11B-703.3.1)

14. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL

FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED

BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH

MAXIMUM FROM OTHER TACTILE CHARACTERS AND 3/8 INCH MINIMUM FROM RAISED

BORDERS AND DECORATIVE ELEMENTS. (11B-703.3.2)

EXCEPTION:

a. BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE SEPARATED 3/16

INCH MINIMUM AND SHALL BE LOCATED EITHER DIRECTLY BELOW THE

CORRESPONDING RAISED CHARACTER OR SYMBOL

15. SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH SECTION 11B-703.4. (11B-703.4)

16. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCH MINIMUM ABOVE THE FINISH

FLOOR OR GROUND SURFACE MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE

CELL AND 60 INCH MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED

FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. (11B-703.4.1)

EXCEPTION:

a. TACTILE CHARACTERS FOR ELEVATOR CAR CONTROL SHALL NOT BE

REQUIRED TO COMPLY WITH SECTION 11B-703.4.1

· SIGN'S PICTOGRAMS SYMBOLS:

1. PICTOGRAMS SHALL COMPLY WITH SECTION 11B-703.6. (11B-703.6)

2. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE

SHALL NOT BE LOCATED IN PICTOGRAM FIELD. (11B-702.6.1)

3. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL

CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON DARK FIELD OR DARK

PICTOGRAM ON LIGHT FIELD. (11B-703.6.2)

4. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM

FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH SECTION 11B-703.2, 1B-703.3, AND 11B-703.4 .

(11B-703.6.3)

5. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH SECTION 11B-703.7. (11B-703.7)

6. SYMBOL OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON GLARE FINISH .

SYMBOL OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT

SYMBOL ON DARK BACKGROUND OR DARK DARK SYMBOL ON LIGHT BACKGROUND.

(11B-703.7.1)

7. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 11B-703.2.1.

THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON BLUE BACKGROUND. THE BLUE SHALL

BE COLOR NO. 15090 IN FEDERAL STANDARD 595B. (11B-703.2.1)

EXCEPTION:

a. THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE OTHER COLORS TO

COMPLEMENT DÈCOR OR UNIQUE DESIGN. THE SYMBOL CONTRAST SHALL BE

LIGHT ON DARK OR DARK ON LIGHT.

· TOILET GEOMETRIC SYMBOLS:

1. GEOMETRIC SYMBOLS AT ENTRANCE TO TOILET AND BATHING ROOMS SHALL BE MOUNTED

AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND

SURFACE MEASURED FORM THE CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED

THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OR THE

DOOR. (11B-703.7.2.6)

2. UNISEX TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK

AND 12 INCHES IN DIAMETER WITH 1/4 INCH THICK TRIANGLE WITH A VERTEX POINTING

UPWARD SUPERIMPOSE ON THE CIRCLE AND WITHIN 12 INCHES DIAMETER. THE TRIANGLE

SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON DARK BACKGROUND

OR DARK ON LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR

EITHER LIGHT ON A DARK BACKGROUND OR DARK ON LIGHT BACKGROUND. (11B-703.7.2.6.3)

3. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL

HAVE A MINIMUM RADIUS OF 1/8 INCH . (11B-703.7.2.6.4)

· WATER CLOSETS AND TOILET COMPARTMENTS:

1. GENERAL: WATER CLOSET AND TOILET COMPARTMENTS SHALL COMPLY WITH

SECTION 11B-604.2 THROUGH 11B-604.8. (11B-604.1)

2. WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE

REAR AND TO ONE SIDE. THE CENTER LINE OF THE WATER CLOSET SHALL BE 17

INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION,

EXCEPT THAT THE WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19

INCHES MAXIMUM FROM THE WALL OR PARTITION IN THE AMBULATORY

ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN SECTION 11B-604-8.2. WATER

CLOSET SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH.

(11B-604.2)

3. CLEARANCE AROUND WATER CLOSETS AND IN TOILET COMPARTMENTS SHALL

COMPLY WITH SECTION 11B-604.3. (11B-604.3)

4. CLEARANCE AROUND WATER CLOSETS SHALL BE 60 INCH MINIMUM MEASURED

PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES MINIMUM MEASURED

PERPENDICULAR FOR THE REAR WALL. A MINIMUM 60 INCHES WIDE AND 48

INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE

WATER CLOSET. (11B-604.3.1)

5. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED

TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BAR, DISPENSERS,

SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE

ROUTE CLEAR FLOOR SPACE AND CLEARANCE REQUIRED AT FIXTURE, AND THE

TURING SPACE . NO OTHER FIXTURE OR OBSTRUCTIONS SHALL BE LOCATED

WITHIN THE REQUIRED WATER CLOSET CLEARANCE. (11B-604.3.2)

6. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17

INCHES MINIMUM AND 19 INCHES MAXIMUM MEASURED TO THE TOP OF THE

SEAT. SEATS SHALL NOT BE SPRUNG TO RETURNED TO LIFTED POSITION. SEAT

SHALL BE 2" HIGH MAXIMUM. (11B-604.4 )

7. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH SECTION 11B-609. GRAB BARS

SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE

REAR WALL. WHERE SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A

COMMON MOUNTING HEIGHT AN L-SHAPED GRAB BAR MEETING DIMENSIONAL

REQUIREMENTS OF SECTION 11B-604.5.1 AND 11B-604.5.2 SHALL BE PERMITTED.

(11B-604.5)

8. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM LOCATED 12 INCHES

MAXIMUM FROM THE REAR WALL EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL

WITH THE FRONT END POSITIONED 24 INCHES MINIMUM IN FRONT OF THE WATER CLOSET.

(11B-604.5.1)

9. THE REAR WALL GRAB BAR SHALL BE 36 INCH LONG MINIMUM AND EXTEND FROM THE

CENTERLINE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES

MINIMUM OD OTHER SIDE. (11B-604.5.2)

EXCEPTIONS:

a. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES LONG

MINIMUM, CENTERED ON THE WATER CLOSET, WHERE WALL SPACE

DOESN'T PERMIT A 36 MINIMUM DUE TO THE LOCATION OF RECESSED

FIXTURE ADJACENT TO THE WATER CLOSET

b. WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR

FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITH THE

LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE

PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET

AREA

10. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH

CONTROLS SHALL COMPLY WITH SECTION 11B-309 EXCEPT THEY SHALL BE LOCATED 44

INCHES MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE

OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE

COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2. (11B-604.6)

11. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 AND SHALL BE 7

INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED

TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE

ABOVE THE GRAB BAR MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED

BEHIND THE GRAB BAR. DISPENSERS SHALL NOT BE OF TYPE THAT CONTROLS DELIVERY

OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. (11B-604.7)

F ile

: L :\1

7- C

A D

-C D D

-9

\P ic a ch o- -6

\P a dd le w he el er a nd U pp er

D o ck

R es tr o om s\ G e ne ra l\G

-1 .3

A C

C E S S

IB

IL

IT

Y N

O T E S .d w g L ay o ut

: G -1

.3 A

C C E S S

IB

IL

IT

Y N

O T E S

D a te

: J un e

:2 a m

U se r:

b st ev e ns

9-30-25 Renewal Date

No. C36697

B A

R

BA

RA S. STEV E

N S

L

IC

ENSED ARCHITE

C

T

S T

A

T E

O F C A L IF

R

O N

IA

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

BSS

AS

BSS

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

G-1.3

P A D

D

LE

W H

E E

LE

R A

N D

U P P E R

D O

C K R

E S T R

O O

M S

P

IC

A C

H O

S T A T E R

E C

R E A T

IO

N A

R E A

A C

C E S S

IB

IL

IT

Y N

O T E S

V1

06/17/2024

PROJECT NO.

11077M

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/02/24

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

24-2034

F ile

L -C

A D

-C D D

-9 \P ic a ch o \P a d d le w h e e le r a n d U p p e r D o ck

R e st ro o m s \G e n e ra l\G -1

.4 A

C C E S S

IB

IL

IT

Y N

O T E S .d w g L a yo u t:

G

-1 .4

A C

C E S S

IB

IL

IT

Y N

O T E S

D a te

Ju n e

:3 a m U s e r:

b st e ve n s

· 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)

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)

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)

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)

· FLOOR OR GROUND SURFACES:

1. GENERAL: FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP

RESISTANT AND SHALL COMPLY WITH SECTION 11B-302. 11B-302.1

· CHANGES IN LEVEL:

1. GENERAL. WHERE CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND

SURFACES, THEY SHALL COMPLY WITH SECTION 11B-303. 11B-303.1

2. CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE

VERTICAL AND WITHOUT EDGE TREATMENT. 11B-303.2

3. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGH

MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 11B-303.3

· RAMPS.

1. CHANGES IN LEVEL GREATER THAN 1/2 INCH HIGH SHALL BE RAMPED, AND

SHALL COMPLY WITH SECTION 11B-405 OR 11B-406. 11B-303.4

2. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION

BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT

SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6

INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE. 11B-303.5

EXCEPTION:

a. A WARNING CURB IS NOT REQUIRED BETWEEN A WALK OR

SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY.

b. A WARNING CURB IS NOT REQUIRED WHEN A GUARD OR HANDRAIL

IS PROVIDED WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM

AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR

SIDEWALK.

· TURNING SPACE

1. GENERAL. TURNING SPACE SHALL COMPLY WITH SECTION 11B -304. 11B-304.1

2. FLOOR OR GROUND SURFACES OF A TURNING SPACE SHALL COMPLY WITH

SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. 11B-304.2

EXCEPTION:

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

3. SIZE. TURNING SPACE SHALL COMPLY WITH SECTION 11B-304.3.1 OR 11B-304.3.2.

11B-304.3

4. CIRCULAR SPACE. THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES

DIAMETER MINIMUM. THE SPACE SHALL BE PERMITTED LO INCLUDE KNEE AND

TOE CLEARANCE COMPLYING WITH SECTION 11B-306. 11B-304.3.1

5. THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH SQUARE

MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T

SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION

AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. THE

SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE

COMPLYING WITH SECTION 11B-306 ONLY AT THE END OF EITHER THE BASE OR

ONE ARM. 11B-304.3.2

6. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES.11B-304.4

· CLEAR FLOOR OR GROUND SPACE:

1. GENERAL. CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH SECTION

11B-305. 11B-305.1

2. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL

COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED.

11B-305.2

EXCEPTION:

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

3. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48

INCHES MINIMUM. 11B-305.3.

4. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE

PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION

11B-306. 11B-305.4

5. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE

POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT.

11B-305.5

6. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE

SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR

GROUND SPACE. CLEAR FLOOR OR GROUND SPACE MAY OVERLAP AN

ACCESSIBLE ROUTE, UNLESS SPECIFICALLY PROHIBITED ELSEWHERE IN THIS

CHAPTER. 11B-305.6

7. MANEUVERING CLEARANCE. WHERE A CLEAR FLOOR OR GROUND SPACE IS

LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE

SIDES, ADDITIONAL MANEUVERING CLEARANCE SHALL BE PROVIDED IN

ACCORDANCE WITH SECTIONS 11B-305.7.1 AND 11B-305 .7.2. 11B-305.7

8. ALCOVES SHALL BE 36 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24

INCHES. 11B-305.7.1

9. ALCOVES SHALL BE 60 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15

INCHES. 11B-305.7.2

· KNEE AND TOE CLEARANCE:

1. GENERAL. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF

CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE, THE SPACE SHALL

COMPLY WITH SECTION 11B-306. ADDITIONAL SPACE SHALL NOT BE PROHIBITED

BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR

FLOOR OR GROUND SPACE OR TURNING SPACE. 1B-306.1

TOE CLEARANCE:

1. GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR

GROUND AND 9 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL BE

CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH SECTION 11B-306.2.

11B-306.2.1

2. TOE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT.

EXCEPTION:

a. TOE CLEARANCE SHALL EXTEND 19 INCHES MAXIMUM UNDER

LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-213.3.4.

4. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR

FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES MINIMUM

UNDER THE ELEMENT. 11B-306.2.3

EXCEPTIONS:

a. THE TOE CLEARANCE SHALL EXTEND 19 INCHES MINIMUM UNDER

SINKS REQUIRED TO BE ACCESSIBLE BY SECTION 11B-212. 3.

b. THE TOE CLEARANCE SHALL EXTEND 19 INCHES MINIMUM UNDER

BUILT-IN DINING AND WORK SURFACES REQUIRED TO BE

ACCESSIBLE BY SECTION 11B-226. 1.

5. ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND

THE AVAILABLE KNEE CLEARANCE AT 9 INCHES ABOVE THE FINISH FLOOR OR

GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE. 11B-306.2.4

6. TOE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. 11B-306.2.5

KNEE CLEARANCE:

1. GENERAL. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES

ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE

CLEARANCE AND SHALL COMPLY WITH SECTION 11B-306.3. 11B-306.3.1

EXCEPTION:

a. AT LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION 11

B-213.3.4, SPACE BETWEEN 9 INCHES AND 29 INCHES ABOVE THE

FINISH FLOOR OR GROUND, SHALL BE CONSIDERED KNEE

CLEARANCE.

2. KNEE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9

INCHES ABOVE THE FINISH FLOOR OR GROUND. 11B-306.3.2

3. WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A

CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP

MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND, AND 8 INCHES

DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND. 11B-306.3.3

EXCEPTIONS:

a. AT LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION

11B-213.3.4, THE KNEE CLEARANCE SHALL BE 27 INCHES HIGH

MINIMUM ABOVE THE FINISH FLOOR OR GROUND AT A DEPTH OF 8

INCHES MINIMUM INCREASING TO 29 INCHES HIGH MINIMUM ABOVE

THE FINISH FLOOR OR GROUND AT THE FRONT EDGE OF A

COUNTER WITH A BUILT-IN LAVATORY OR AT THE FRONT EDGE OF A

WALL-MOUNTED LAVATORY FIXTURE.

b. AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE BY

SECTION 11B-226.1, KNEE CLEARANCE SHALL EXTEND 19 INCHES

DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR

GROUND.

· 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.

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

WIDE MIN. 11B-502.3.1

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

S…

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 .