HEMLOCK_04-124685_DWG_A.pdf

PROJECT LOCATION

VICINITY MAP PROJECT DIRECTORY

OWNER

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

ARCHITECT

LIONAKIS

2050 MAIN STREET, SUITE 400

IRVINE, CA 92614

CONTACT: TONY PACHECO-TAYLOR

PHONE: 949.955.1919

EMAIL: TONY.PACHECOTAYLOR@LIONAKIS.COM

SCOPE OF PROJECT

THIS PROJECT SCOPE INCLUDES THE FOLLOWING:

NEW PLAY EQUIPMENT AND PLAY SURFACING REPLACEMENT.

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

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A

SHEET

TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

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G-001

COVER SHEET

15080 MILLER AVE.

FONTANA, CA 92336

OTC PACKAGE

025154.08

FONTANA UNIFIED SCHOOL DISTRICT

HEMLOCK ELEMENTARY SCHOOL

JUNE 2025

HEMLOCK ELEMENTARY PLAY EQUIPMENT REPLACEMENT

FONTANA UNIFIED SCHOOL DISTRICT

HEMLOCK ELEMENTARY PLAY

EQUIPMENT REPLACEMENT

15080 MILLER AVE.

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

AS103 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

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

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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

MARK DATE DESCRIPTION

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: 4

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124685

06/27/2025

SITE LEGEND

GENERAL NOTES

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

MILLER AVE.

S N

A P

D R

A G

O N

D R

(E) BLDG A

A#51022

(E) BLDG C

A#51022

(E) BLDG G

A#51022

(E) BLDG F

A#51022

(E) BLDG E

A#51022

(E) BLDG D

A#51022

(E) BLDG B

A#51022

(E) BLDG B

A#51022

(E

B L D

G A

(E

B L D

G A

(E

B L D

G A

(E

B L D

G A

AS102

SCALE 1" = 30'-0"1

SITE PLAN - OVERALL

1 2 3 4 5

D

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A

SHEET

TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

IF

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AS101

OVERALL SITE PLAN

025154.08

FONTANA UNIFIED SCHOOL DISTRICT

HEMLOCK ELEMENTARY PLAY

EQUIPMENT REPLACEMENT

15080 MILLER AVE.

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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NORTH

MARK DATE DESCRIPTION

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124685

(E) BLDG B

A#51022

(E) BLDG B

A#51022

0.6%0.9%

.1

.2

0.5%

.2

.1

AS103

30"x48" TRANSFER STATION

(E) CONCRETE CURB

(E) ASPHALT

(E) GRASS

(E) CONCRETE WALK

AS102

.4

1.7%

.9

0.7%

.4

1.5%

.3

0.3%

.2

0.8%

.5

0.3%

.1

0.8%

ACCESSIBLE PLAY STRUCTURE

NEW ACCESSIBLE TURF

PLAYGROUND SURFACE (SEE

SUPPORTING DOCUMENTS

FOR ADDITIONAL

INFORMATION)

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).

M A

X

2%

MAX

M A

X 2%

MAX

REPLACE EXISTING CONCRETE

WITH NEW CONCRETE OR AC

PAVING

SITE LEGEND

GENERAL NOTES

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

CONCRETE OR AC PAVING

BASE MATERIAL

BELOW TURF- PER

MANUFACTURER'S

SPECIFICATIONS

(E)

CONC

WALK

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.

1 2 3 4 5

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TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

IF

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D oc s:

//0

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_A R

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AS102

ENLARGED SITE PLAN

025154.08

FONTANA UNIFIED SCHOOL DISTRICT

HEMLOCK ELEMENTARY PLAY

EQUIPMENT REPLACEMENT

15080 MILLER AVE.

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

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OF C A L I FO

R N

I

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PAC

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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

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124685

1 2 3 4 5

D

C

B

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SHEET

TITLE

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2017

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AS103

ENLARGED SITE PLAN

025154.08

FONTANA UNIFIED SCHOOL DISTRICT

HEMLOCK ELEMENTARY PLAY

EQUIPMENT REPLACEMENT

15080 MILLER AVE.

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

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T E

OF C A L I FO

R N

I

D.

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PAC

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SCALE 3/8" = 1'-0"1

PLAY STRUCTURE LAYOUT

NORTH

MARK DATE DESCRIPTION

APP. INC:

REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

04-124685