DOROTHY_GRANT_04-124684_DWG_A.pdf

PDF 4 MB Posted

Attached to
ADA Path of Travel Upgrades at 11 Preschool Playgrounds
Solicitation number
25/26-0026i
Issued by
San Bernardino County, California

About this file

This is an architectural drawing package for the Fontana Unified School District's Dorothy Grant Elementary School Playground Surface Replacement project, prepared by Lionakis architecture firm. The project scope involves replacing existing playground play surfacing with new accessible turf surfaces that comply with Americans with Disabilities Act (ADA) Path of Travel (POT) requirements and California Building Code accessibility provisions. The work includes installation of new accessible playground turf with proper base material, replacement of existing concrete and asphalt paving at transition areas, and verification of slope conditions to ensure maximum 2% cross-slopes throughout the accessible play areas. The project is located at 7069 Isabel Lane, Fontana, California 92336, and has been approved by the Division of the State Architect (DSA) under project number 04-124684 as of June 27, 2025. The architectural drawings comprise three sheets: a cover sheet with general notes and abbreviations, an overall site plan, and an enlarged site plan with detailed slope percentages and surface specifications.

The design documents establish specific technical requirements for construction, including ground surface compliance with ASTM F 1951 and ASTM F 1292 standards for impact attenuation, minimum 5% slope away from buildings for drainage, and accessible routes without abrupt level changes exceeding specified thresholds. The drawings indicate existing site conditions including multiple school buildings (A through H), fire truck access roads, parking lots, and a safe dispersal area. All work must conform to the 2022 California Building Standards, California Electrical Code, California Mechanical Code, California Plumbing Code, and California Fire Code, as well as applicable NFPA standards. The project is part of a larger district-wide initiative encompassing eleven elementary school playgrounds and is subject to prevailing wage requirements and public works contracting standards. Contractors are required to verify field conditions prior to final grade setting and must submit any product substitutions affecting structural safety, fire protection, life-safety, or accessibility as construction change documents for DSA review and approval.

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Other files

File Type Posted
ADA_Path_of_Travel_Upgrades_at_11_Preschool_Playgrounds_(Addendum_#1_Revision).pdf PDF
ADA_Path_of_Travel_Upgrades_at_11_Preschool_Playgrounds.pdf PDF
POPLAR_04-124692_DWG_A.pdf PDF
DOROTHY_GRANT_04-124684_DWG_A.pdf PDF
TOKAY_04-124690_DWG_A.pdf PDF
HEMLOCK_04-124685_DWG_A.pdf PDF
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CYPRESS_04-124686_DWG_A.pdf PDF
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RANDALL_PEPPER_04-124681_DWG_A.pdf PDF
District_Specifications.pdf PDF
NORTH_TAMARIND_04-124695_DWG_A.pdf PDF
REDWOOD_04-124693_DWG_A.pdf PDF
DATE_04-124688_DWG_A.pdf PDF
DSA_Approval,_Poplar_04_124692_0.pdf PDF
DSA_Approval,_S_Hills_04_124691_0.pdf PDF
DSA_Approval,_O_Park_04_124687_0.pdf PDF
DSA_Approval,_R_Pepper_04_124681_0.pdf PDF
DSA_Approval,_Redwood_04_124693_0.pdf PDF
DSA_Approval,_Hemlock_04_124685_0.pdf PDF
DSA_Approval,_N_Tamarind_04_124695_0.pdf PDF
DSA_Approval,_Cypress_04_124686_0.pdf PDF
DSA_Approval,_T_Porter_04_124689_0.pdf PDF
DSA_Approval,_Live_Oak_04_124696_0.pdf PDF
BID_REQUEST_FORM_9-23-25.pdf PDF
DSA_Approval,_D._Grant_04_124684_0.pdf PDF
DSA_Approval,_Tokay_04_124689_0.pdf PDF
DSA_Approval,_Date_04_124688_0.pdf PDF
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Text version

PROJECT LOCATION

VICINITY MAP

OWNER

ARCHITECT

PROJECT DIRECTORY

FONTANA UNIFIED SCHOOL DISTRICT

9680 CITRUS AVENUE

FONTANA, CA 92335

CONTACT: FACILITIES PLANNING DESIGN AND CONSTRUCTION

CONTACT NAME: SAMER ALUZBAIDI, EXECUTIVE DIRECTOR

PHONE: 909.357.7528

LIONAKIS

2050 MAIN STREET, SUITE 400

IRVINE, CA 92614

CONTACT: TONY PACHECO-TAYLOR

PHONE: 949.955.1919

EMAIL: TONY.PACHECOTAYLOR@LIONAKIS.COM

THIS PROJECT SCOPE INCLUDES THE FOLLOWING:

EXISTING PLAY SURFACING REPLACEMENT.

SCOPE OF PROJECT

N/A

DEFERRED SUBMITTALS

BUILDING IDENTIFIER - WHERE OCCURS

DISCIPLINE DESIGNATOR - LEVEL 1

DISCIPLINE DESIGNATOR - LEVEL 2

REPLACE DASH WHERE OCCURS

SHEET TYPE SUBSET DESIGNATOR

LEVEL/SEQUENCE DESIGNATOR

AREA IDENTIFIER - WHERE OCCURS

SHEET TYPE DESIGNATOR

C.A-123AB

UNIQUE PORTION IDENTIFIER - WHERE OCCURS

SHEET TYPE DESIGNATORS

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - LARGE SCALE VIEWS

5 - DETAILS

6 - SCHEDULES & DIAGRAMS

7 - USER DEFINED

8 - USER DEFINED

9 - 3D REPRESENTATIONS

DISCIPLINE DESIGNATORS - LEVEL 1

G GENERAL

H HAZARDOUS MATERIALS

V SURVEY/MAPPING

B GEOTECHNICAL

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

I INTERIORS

Q EQUIPMENT

F FIRE PROTECTION

P PLUMBING

D PROCESS

M MECHANICAL

E ELECTRICAL

W DISTRIBUTED ENERGY

T TELECOMMUNICATIONS

R RESOURCE

X OTHER DISCIPLINES

Z CONTRACTOR/SHOP DRAWINGS

O OPERATIONS

SHEET IDENTIFICATION LEGEND

ARCHITECTURAL SYMBOLS LEGEND

B3

A-501

B3

A-501

A4

A-201

D2

A-512

TOC 98'-8"

B3

A-301

A2

A-303

A2

A-303

ROOM NAME

NORTH

PLAN

MATCH LINE

SEE XX / X-XXX

A

A-202 A2

A1

A2A4

A3

A-202

LEVEL 1

100'-0"

D2

A-512

D2

A-512

DETAIL INDICATOR - REFERENCE &

DETAIL INDICATOR - ITEM

DETAIL INDICATOR - SECTION & DETAIL

INDICATOR - SECTION ITEM

SECTION INDICATOR - PARTIAL

BUILDING/WALL &

DETAIL INDICATOR - AREA

SECTION INDICATOR - BUILDING

ELEVATION INDICATOR - EXTERIOR

ELEVATION INDICATOR - INTERIOR,

SINGLE & MULTIPLE VIEW

MATCH LINE INDICATOR

REFERENCE GRID WITH REFERENCE GRID LINES

REVISION INDICATOR & REVISION CLOUD

ROOM IDENTIFIER WITH ROOM NAME & NUMBER

ELEVATION INDICATOR - LEVEL & SPOT

WINDOW OR LOUVER IDENTIFIER

KEYNOTE INDICATOR

PLAN NORTH & TRUE NORTH INDICATOR

PROJECT LOCATION

LOCATION MAP

1 2 3 4 5

D

C

B

A

SHEET

TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

IF

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COVER SHEET

7069 ISABEL LN

FONTANA, CA 92336

OTC PACKAGE

025154.07

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FONTANA UNIFIED SCHOOL DISTRICT

DOROTHY GRANT ELEMENTARY SCHOOL

JUNE 2025

DOROTHY GRANT ELEMENTARY PLAYGROUND SURFACE

REPLACEMENT

FONTANA UNIFIED SCHOOL DISTRICT

DOROTHY GRANT ELEMENTARY

PLAYGROUND SURFACE

REPLACEMENT

7069 ISABEL LN

FONTANA, CA 92336

9680 CITRUS AVENUE

FONTANA, CA 92335

SEE UNITED STATES NATIONAL

CAD STANDARD FOR ANY

ABBREVIATIONS NOT LISTED

BELOW.

& AND

@ AT

(E) EXISTING

' FOOT, FEET

" INCH(ES)

# NUMBER

ALUM ALUMINUM

ARCH ARCHITECTURAL

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

AC ASPHALTIC CONCRETE

ACC ACCESSIBLE

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

AD AREA DRAIN

ADC AUTOMATIC DOOR CLOSER

ADO AUTOMATIC DOOR OPERATOR

ADDL ADDITIONAL

ADJ SHV ADJUSTABLE SHELVING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

AHU AIR HANDLING UNIT

ASSY ASSEMBLY

BD BOARD

BKG BACKING

BLDG BUILDING

BM BEAM

BM BENCHMARK

BOT BOTTOM

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CHANNEL

CAB CABINET

CB CATCH BASIN

CBC CALIFORNIA BUILDING CODE

CEM CEMENT

CEM PLAS CEM PLASTER

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CI CAST IRON

CJ CONSTRUCTION JOINT /

CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUE / CONTINUOUS

COTG CLEANOUT TO GRADE

CP CONTROL PANEL

CPT CARPET

CRS COLD ROLLED STEEL

CSK COUNTER SUNK

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

LIST OF ARCHITECTURAL ABBREVIATIONS

SHEET INDEX

GENERAL

G-001 COVER SHEET

ARCHITECTURAL

AS101 OVERALL SITE PLAN

AS102 ENLARGED SITE PLAN

DHM DETENTION HOLLOW METAL

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

DWR DRAWER

EA EACH

EGSB EXTERIOR GYPSUM SHEATHING

BOARD

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EPB ELECTRICAL PANEL BOARD

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FLG FLOORING

FLL FLOW LINE

FLR FLOOR

FOC FACE OF CONCRETE/CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPROOF

FRP FIBERGLASS REINFORCED

PLASTIC

FT FEET / FOOT

FTG FOOTING

FURG FURRING

FUT FUTURE

G GROUND; NATURAL GAS

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GI GALVANIZED IRON

GLU LAM GLUED LAMINATED WOOD

GYP GYPSUM

HB HOSE BIB

HC HOLLOW CORE

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

KIT KITCHEN

L ANGLE

LAB LABORATORY

LAV LAVATORY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MULL MULLION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED /

CONTRACTOR INSTALLED

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PAF POWER ACTUATED FASTENER

PL PROPERTY LINE; PLATE

PLAM PLASTIC LAMINATE

PLB PLUMB

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT; PAINT

PTN PARTITION

PV PHOTOVOLTAIC

QT QUARRY TILE

R RADIUS; RISER

RD ROOF DRAIN

REBAR REINFORCING STEEL BAR

REF REFERENCE

REF REFRIGERATOR

REINF REINFORCE / REINFORCING

REQD REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

RWD REDWOOD

RWL RAIN WATER LEADER

SAD SEE ARCHITECTURAL

DRAWINGS

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SDST SELF DRIVING, SELF TAPPING

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SS SANITARY SEWER; SERVICE

SINK

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SYMM SYMMETRICAL

SYS SYSTEM

T TREAD

T&G TONGUE & GROOVE

TEL TELEPHONE

THK THICKNESS

TMH TOP OF MANHOLE

TMPD TEMPERED

TO TOP OF

TOC TOP OF CURB

TOF TOP OF FRAME

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER/CABINET

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UR URINAL

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WO WHERE OCCURS

WP WORKING POINT

WPM WATERPROOF MEMBRANE

WSCT WAINSCOT

WT WEIGHT

WTR WATER

WWR WELDED WIRE

REINFORCEMENT

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2050 Main Street, Suite 400 Irvine, CA 92614 P 949.955.1919 F 949.955.9175 www.lionakis.com

MARK DATE DESCRIPTION

OTC PACKAGE

1. SPECIAL REQUIREMENTS:

-ACCESSIBLE PATH OF TRAVEL PER SHEET AS101

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

INCLUDING BUT NOT LIMITED TO:

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS

TITLE 24 CCR, PART 1 - 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE

TITLE 24 CCR, PART 2 - 2022 CALIFORNIA BUILDING CODE, VOL.1 & 2 (CBC)

TITLE 24 CCR, PART 3 - 2022 CALIFORNIA ELECTRICAL CODE (CEC)

TITLE 24 CCR, PART 4 - 2022 CALIFORNIA MECHANICAL CODE (CMC)

TITLE 24 CCR, PART 5 - 2022 CALIFORNIA PLUMBING CODE (CPC)

TITLE 24 CCR, PART 6 - 2022 CALIFORNIA ENERGY CODE

TITLE 24 CCR, PART 9 - 2022 CALIFORNIA FIRE CODE (CFC)

TITLE 24 CCR, PART 11 - 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE

TITLE 24 CCR, PART 12 - 2022 CALIFORNIA REFERENCED STANDARDS

2022 NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED)

2019 NFPA 14, INSTALLATION OF STANDPIPE AND HOSE SYSTEMS

2021 NFPA 17, DRY CHEMICAL EXTINGUISHING SYSTEMS

2021 NFPA 17A, WET CHEMICAL EXTINGUISHING SYSTEMS

2022 NFPA 20, INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION

2018 NFPA 22, WATER TANKS FOR PRIVATE FIRE PROTECTION

2022 NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES

2013 NFPA 25, INSPECTION, TESTING, MAINTENANCE OF WATER-BASED FIRE PROTECTION

SYSTEMS (CA AMENDED)

2022 NFPA 72, NATIONAL FIRE ALARM CODE (CA AMENDED)

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

3. CHANGES TO THE APPROVED DRAWINGS OR SPECIFICATIONS SHALL BE MADE BY ADDENDA OR

CONSTRUCTION CHANGE DOCUMENTS (CCD) APPROVED BY THE DIVISION OF THE STATE

ARCHITECT, AS REQUIRED BY THE SECTION 4-338 OF CALIFORNIA CODE OF REGULATIONS,

TITLE 24, PART I. (CAC 4-338) SUBSTITUTIONS OF PRODUCTS OR PROCESSES WHICH AFFECT STRUCTURAL SAFETY, FIRE AND LIFE-SAFETY, OR ACCESSIBILITY SHALL BE SUBMITTED AS AN

ADDDENDUM OR CONSTRUCTION CHANGE DOCUMENT TO DSA FOR REVIEW AND APPROVAL.

GENERAL NOTES

TEST MARK (For DSA Use Only) Prior to adding document to the Session the Plan Reviewer shall place this test mark off the top edge of the first sheet and change status to "INCORPORATE". If Back-check menu does not show or the color does not change to green, the Plan Reviewer shall fix the back-check menu. For guidance on how to fix the back-check menu, refer to "_DSA EPR Support > Help Desk > Fixing Back Check Menu"

TOTAL SHEETS: 3

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124684

06/27/2025

GENERAL NOTES

SITE LEGEND

1. CONTRACTOR TO FIELD VERIFY SPOT ELEVATION PRIOR TO SETTING FINAL GRADES.

2. THE GROUND AROUND ANY BUILDING SHALL BE SLOPE A MINIMUM OF 5% AWAY FROM THE

BUILDING FOR AT LEAST 10 FEET FROM THE FACE OF THE WALL PER CBC, AND IMPERVIOUS

SURFACES SHALL BE SLOPED AT A MINIMUM OF 2% AWAY FROM THE BUILDING.

3. ACCESS TO A PUBLIC WAY: THE EXIT DISCHARGE SHALL PROVIDE A DIRECT AND

(CBC 1028.5) UNOBSTRUCTED ACCESS TO PUBLIC WAY.

EXISTING BUILDING WITH NO SCOPE OF WORK

EXISTING FIRE TRUCK ACCESS ROAD (MINIMUM

20'-0" CLEAR WIDTH)

EXISTING SAFE DISPERSAL AREA

EXISTING PATH OF TRAVEL (SEE SHEET AS102

FOR SLOPE INFORMATION)

"DESIGN PROFESSIONAL IN GENERAL

RESPONSIBLE CHARGE STATEMENT: THE POT

IDENTIFIED IN THESE CONSTRUCTION

DOCUMENTS IS COMPLIANT WITH THE CURRENT

APPLICABLE CALIFORNIA BUILDING CODE

ACCESSIBILITY PROVISIONS FOR PATH OF

TRAVEL REQUIREMENTS FOR ALTERATIONS,

ADDITIONS AND STRUCTURAL REPAIRS. AS

PART OF THE DESIGN OF THIS PROJECT, THE

POT WAS EXAMINED AND ANY ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT

WERE DETERMINED TO BE NONCOMPLIANT 1)

HAS BEEN IDENTIFIED AND 2) THE DETAILS,

DRAWINGS AND SPECIFICATIONS

INCORPORATED INTO THESE CONSTRUCTION

DOCUMENTS. ANY NONCOMPLIANT ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT

WILL NOT BE CORRECTED BY THIS PROJECT

BASED ON VALUATION THRESHOLD LIMITATIONS

OR A FINDING OF UNREASONABLE HARDSHIP

ARE SO INDICATED IN THESE CONSTRUCTION

DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN

THE SCOPE OF THE PROJECT REPRESENTED AS

CODE COMPLIANT ARE FOUND TO BE

NONCONFORMING BEYOND REASONABLE

CONSTRUCTION TOLERANCES, THEY SHALL BE

BOUGHT INTO COMPLIANCE WITH THE CBC AS A

PART OF THIS PROJECT BY MEANS OF

CONSTRUCTION CHANGE DOCUMENT.

"ACCESSIBLE PATH OF TRAVEL AS INDICATED

ON PLAN IS A BARRIER-FREE ACCESS ROUTE

WITHOUT ABRUPT LEVEL CHANGES EXCEEDING

½" IF BEVELED AT 1:2 MAXIMUM SLOPE OR

VERTICAL LEVEL CHANGES NOT EXCEEDING ¼"

MAXIMUM AND AT LEAST 48" IN WIDTH.

SURFACE IS STABLE, FIRM, AND SLIP-

RESISTANT. CROSS-SLOPE SHALL NOT BE

STEEPER THAN 1:48 AND SLOPE IN THE

DIRECTION OF TRAVEL SHALL NOT BE STEEPER

THAN 1:20. ACCESSIBLE PATH OF TRAVEL

SHALL BE MAINTAINED FREE OF OVERHANGING

OBSTRUCTIONS TO 80" MINIMUM AND FREE OF

OBJECTS PROTRUDING MORE THAN 4" FROM

THE WALL, ABOVE 27" AND LESS THAN 80"

ABOVE THE FLOOR. ARCHITECT SHALL VERIFY

THAT THERE ARE NO BARRIERS IN THE PATH OF

TRAVEL."

EXISTING FENCE

(E) GRASS

(E ) F

IR

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A -1

L

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T R

E E

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VIRGINIA DRIVE

(E) PARKING LOT

A#04-103324

(E) PARKING LOT

A#04-103324

(E) AC PAVING

(E) GRASS

(E) GRASS

(E) GRASS

(E) GRASS

(E) GRASS

AS102

(E

G R

A S

S

(E) GRASS

(E) GRASS

(E) GRASS

(E) GRASS

(E) GRASS

(E) GRASS

(E) BUILDING G

A#04-103324

(E) BUILDING F

A#04-103324

(E) BUILDING E

A#04-103324

(E) BUILDING D

A#04-103324

(E) BUILDING C

A#04-103324

(E) BUILDING B

A#04-103324

(E) BUILDING A

A#04-103324

(E) BUILDING H

A#04-103324

(E) SAFE DISPERSAL

(E) FIRE LANE

A#04-103324

(E) PLAYGROUND

NEW ACCESSIBLE

PLAYGROUND

SURFACE

(E) AC

PAVING

(E) SHADE STRUCTURE

1 2 3 4 5

D

C

B

A

SHEET

TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

IF

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OVERALL SITE PLAN

025154.07

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FONTANA UNIFIED SCHOOL DISTRICT

DOROTHY GRANT ELEMENTARY

PLAYGROUND SURFACE

REPLACEMENT

7069 ISABEL LN

FONTANA, CA 92336

9680 CITRUS AVENUE

FONTANA, CA 92335

2050 Main Street, Suite 400 Irvine, CA 92614 P 949.955.1919 F 949.955.9175 www.lionakis.com

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MARK DATE DESCRIPTION

OTC PACKAGE

SCALE 1" = 30'-0"1

SITE PLAN

NORTH

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124684

(E) AC PAVING

(E) GRASS

(E) PLAYGROUND

.7

1.3%

1.3%

.6%

2%

.8%

1.

5%

NEW ACCESSIBLE TURF

PLAYGROUND SURFACE (SEE

SUPPORTING DOCUMENTS

FOR ADDITIONAL

INFORMATION)

(E) CONCRETE

(E) AC PAVING

(E) AC PAVING

(E) GRASS

(E) SHADE

STRUCTURE

AS102

.9

0.7%

2%

MAX

.3

0.1%

.8

1.1%0 .0

0.06%

.5

1.4%

.0

1.3%

1.8%

.6

EXISTING

TRANSFER

STATION

REPLACE EXISTING

CONCRETE WITH

NEW CONCRETE OR

AC PAVING (MATCH

EXISTING)

REPLACE EXISTING

CONCRETE WITH

NEW CONCRETE OR

AC PAVING (MATCH

EXISTING)

VERIFY IN FIELD

ACCESSIBLE PLAYGROUND

TURF/SUBGRADE IS

CONSTRUCTED WITH MAX

2% SLOPES IN THIS AREA.

M

X

2%

MAX

X

2%

MAX

X

BASE MATERIAL

BELOW TURF- PER

MANUFACTURER'S

SPECIFICATIONS

(E)ASPALT

PAVING

AC CONCRETE WALK - TURF

FLUSH TRANSITION

ACCESSIBLE

PLAYGROUND TURF

FACE

THE TRANSITION FROM CONCRETE SURFACE TO NEW SYNTHETIC PLAY

SURFACE SHALL COMPLY WITH CBC 11B-303.1.

GENERAL NOTES

SITE LEGEND

1. CONTRACTOR TO FIELD VERIFY SPOT ELEVATION PRIOR TO SETTING FINAL GRADES.

2. THE GROUND AROUND ANY BUILDING SHALL BE SLOPE A MINIMUM OF 5% AWAY FROM THE

BUILDING FOR AT LEAST 10 FEET FROM THE FACE OF THE WALL PER CBC, AND IMPERVIOUS

SURFACES SHALL BE SLOPED AT A MINIMUM OF 2% AWAY FROM THE BUILDING.

3. VERIFY IN FIELD ALL CROSS SLOPES ON ACCESSIBLE PLAYGROUND SURFACE ARE 2% MAX.

4. ACCESS TO A PUBLIC WAY: THE EXIT DISCHARGE SHALL PROVIDE A DIRECT AND

(CBC 1028.5) UNOBSTRUCTED ACCESS TO PUBLIC WAY.

EXISTING BUILDING WITH NO SCOPE OF WORK

EXISTING FIRE TRUCK ACCESS ROAD (MINIMUM

20'-0" CLEAR WIDTH)

EXISTING SAFE DISPERSAL AREA

EXISTING PATH OF TRAVEL (SEE SHEET AS102 FOR SLOPE INFORMATION)

"DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT

WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY

PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS,

ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS

PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR

PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1)

HAS BEEN IDENTIFIED AND 2) THE DETAILS, DRAWINGS AND SPECIFICATIONS

INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY

NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT

WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION

THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE

SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.

DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT

REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING

BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE

BOUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY

MEANS OF CONSTRUCTION CHANGE DOCUMENT.

"ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER-FREE

ACCESS ROUTE WITHOUT ABRUPT LEVEL CHANGES EXCEEDING ½" IF

BEVELED AT 1:2 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES NOT

EXCEEDING ¼" MAXIMUM AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE,

FIRM, AND SLIP-RESISTANT. CROSS-SLOPE SHALL NOT BE STEEPER THAN

1:48 AND SLOPE IN THE DIRECTION OF TRAVEL SHALL NOT BE STEEPER THAN

1:20. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF

OVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND FREE OF OBJECTS

PROTRUDING MORE THAN 4" FROM THE WALL, ABOVE 27" AND LESS THAN 80"

ABOVE THE FLOOR. ARCHITECT SHALL VERIFY THAT THERE ARE NO

BARRIERS IN THE PATH OF TRAVEL."

EXISTING FENCE

CONCRETE OR AC PAVING

1 2 3 4 5

D

C

B

A

SHEET

TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

IF

T

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IS

S H

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IS

N O

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0" x4

2" , I

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D U

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rv t

AS102

ENLARGED SITE PLAN

025154.07

?00.00.00?

FONTANA UNIFIED SCHOOL DISTRICT

DOROTHY GRANT ELEMENTARY

PLAYGROUND SURFACE

REPLACEMENT

7069 ISABEL LN

FONTANA, CA 92336

9680 CITRUS AVENUE

FONTANA, CA 92335

2050 Main Street, Suite 400 Irvine, CA 92614 P 949.955.1919 F 949.955.9175 www.lionakis.com

C35462

L

IC

ENSED A

T

RCHITEC

R 7EN. 0 -30- 2

S

AT

A

T E

OF C A L I FO

R N

I

D.

Y O

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PAC

T N

A N

OCEH

T A Y L O

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SCALE 1/8" = 1'-0"1

ENLARGED SITE PLAN

NORTH

1 1/2" = 1'-0"2

MARK DATE DESCRIPTION

OTC PACKAGE

AS102

1.3%

OR (N)

APSHALT

PAVING

GROUND SURFACE OF PLAY AREAS:

GROUND SURFACES ON ACCESSIBLE ROUTES, CLEAR FLOOR OR GROUND

SPACES, AND TURNING SPACE FOR PLAY AREA SHALL COMPLY WITH CBC

SECTION 11B-1008.2.6 AS FOLLOWS:

• GROUND SURFACES SHALL BE INSPECTED AND MAINTAINS

REGULARLY AND FREQUENTLY TO ENSURE CONTINUED

COMPLIANCE WITH ASTM F 1951.

• GROUND SURFACES LOCATED WITHIN USE ZONES SHALL

COMPLY WITH ASTM F 1292 (1999 EDITION OR 2004 EDITION).

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124684

G-001 - COVER SHEET
AS101 - OVERALL SITE PLAN
AS102 - ENLARGED SITE PLAN

File details come from the government source that posted it. Updated .