Drawings_C24864049.pdf
PDF 20 MB Posted
- 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.
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| File | Type | Posted |
|---|---|---|
| Bid_Forms_C24864049.pdf | ||
| Project_Manual_C24864049.pdf |
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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
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INTER-PARK RD.
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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
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A C
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S T A T E R
E C
R E A T
IO
N A
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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
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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
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T A T E R
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N A
R E A
A B B R E V
IA
T
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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
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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
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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
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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
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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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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)
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ACCESSIBILITY SECTION
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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
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BSS
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FACILITIES AND
DEVELOPMENT DIVISION
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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
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· 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…
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