GENERAL CODE INFORMATION

AUTHORITY HAVING JURISDICTION:

CITY OF SANTA ANA

CODES IN EFFECT:

2022 CALIFORNIA BUILDING CODE (CBC):

ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS & FACILITIES (ADAAG), 2010

BUILDING DESCRIPTION

SINGLE-STORY OPERATIONS BUILDING FOR THE OCTA SANTA ANA BUS BASE

INCLUDING ADMINISTRATION OFFICES AND DISPATCH.

NET AREA BEING REPAIRED:

INTERIOR: 5,690 SF

EXTERIOR: 975 SF

CONSTRUCTION TYPE:

TYPE IIB - FULLY SPRINKLED

OCCUPANCY: (CBC CHAPTER 3)

PRIMARY USE GROUP "B" (BUSINESS)

PROJECT DESCRIPTION:

OPERATIONS BUILDING MODIFICATIONS TO INCLUDE CONCRETE FLATWORK

IMPROVEMENTS AT TWO EXIT DOOR LOCATIONS, FINISH FLOOR REPLACEMENT

IN THE NORTHERN WING AND REPLACEMENT MILLWORK IN THE LOBBY.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300

Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

ORANGE COUNTY TRANSPORTATION AUTHORITY

7/9/2025 4:40:14 PM

A u to d e s k D o c s

/2 O

C T

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O p s B ld g

M o d s a t_

S A

B a s /a rc h

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O p s B ld g

M o d s R e v it

.r v t

1/4" = 1'-0"

G-000

A.GASKELL

M.PALOMERA

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A.GASKELL

W es t M ac A rt h u r

B o u le va rd

, S an ta A n a, C A

FACILITY MODIFICATIONS AT SANTA ANA BUS BASE OPERATIONS BUILDING

4301 West MacArthur Boulevard, Santa Ana, CA 92704

CONTRACT NO. C-X-XXXX

DRAWING LIST

NO. DRAWING NAME

GENERAL

G-000 COVERSHEET

G-020 TYPICAL ACCESSIBILITY DETAILS

G-100 SITE PLAN

CIVIL

C-01 CIVIL SITE PLAN

C-02 CIVIL STANDARD PLANS

ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL NOTES

A-100 ARCHITECTURAL SITE PLAN

A-101 DEMO PARTIAL FLOOR PLAN

A-102 PARTIAL FLOOR PLAN

A-400 INTERIOR ELEVATIONS

A-530 INTERIOR DETAILS

A-531 INTERIOR DETAILS

I-405

PROJECT LOCATION

VICINITY MAP

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CONTRACT NO. 25-0017

C250017

EXHIBIT C

VERTICAL CHANGE IN LEVEL

1.

2.

3.

NOTE:

CHANGES IN LEVEL GREATER THAN 1/2" IN HEIGHT SHALL BE BY A RAMP COMPLYING

WITH SECTION 405 OR BY A CURB RAMP COMPLYING WITH SECTION 406.

FLOOR AND GROUND SURFACES SHALL BE STABLE FIRM AND SLIP RESISTANT.

CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM

CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL

HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE

TEXTURE, EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND

SHALL HAVE TRIM IN THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET TRIM SHALL

COMPLY WITH CHANGES IN LEVEL.

1/4 " M

AX

1/4 " T

O 1/2

BEVELED CHANGES IN LEVEL "A"

1/4 " M

AX

1/4 " M

AX

BEVELED CHANGES IN LEVEL "B"

24" MIN AT EXTERIOR SIDE OF

EXTERIOR DOORS

PULL SIDE

PUSH SIDE

PULL SIDE

PUSH SIDE

PULL SIDE

HINGE SIDE APPROACHES [404.2.4]D

FRONT APPROACHES [404.2.4]A

LATCH SIDE APPROACHES [404.2.4]B

TWO HINGED DOORS IN SERIES [404.2.6]C

" M

IN

CLEAR

48" MIN

CL

EA

R

" M

IN

CL

EA

R

" M

IN

CLEAR

4'-0" MIN

36" MIN

" M

IN MIN

24"

MIN

24"

" M

IN

12"

18"

48" MIN WHEN DOOR PROVIDED WITH

CLOSER

17-25

432-635 6 max m in

11 min m in

8 min

9 min m in

25 max

(a) Elevation

(b) Plan

(a) Elevation

(b) Plan

1.

2.

3.

NOTES:

WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR SPACE AT AN ELEMENT, CLEARANCE AT AN ELEMENT, OR A TURNING SPACE, THE SPACE SHALL COMPLY WITH KNEE AND TOE CLEARANCE REQUIREMENTS. ADDITIONAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE PERMITTED

BENEATH ELEMENTS.

REACH TO SINK OR LAV CONTROLS AND ACCESSORIES CANNOT EXTEND FURTHER THAN THE TOE

CLEARANCE PROVIDED.

KNEE CLEARANCE AT 27" AFF SHALL BE 8" MIN, BUT SHALL BE INCREASED AS NECESSARY TO MAINTAIN 1:6 SLOPE FOR TOE CLEARANCE BOUNDARY SPANNING FROM +9" TO +27" AFF TOE AND KNEE CLEARANCES

CLEAR WIDTH AT 180° TURN

A T-SHAPED TURNING SPACE

D

C

(6 0" M

IN

" M

IN

(36" MIN)

42" MIN

(36" MIN)

42" MIN

1'-0" MIN 3'-0" MIN 1'-0" MIN

3'- 0"

M

IN

2'- 0"

M

IN 5'-

0" M

IN

5'-0" MIN

THE SPACE SHALL BE

PERMITTED TO INCLUDE

KNEE AND TOE

CLEARANCE ONLY AT

THE END OF EITHER THE

BASE OR ONE ARM.

THE SPACE SHALL BE

PERMITTED TO

INCLUDE KNEE AND

TOE CLEARANCE.

6" MAX

THAN PROVIDED TOE CLEARANCE

LAV/ SINK CONTROLS EQUAL OR LESS

" M

IN

KNEE CLEARANCE

TOE CLEARANCE

11" MIN KNEE

CLEARANCE AT 9"

AFF

8" MIN KNEE

CLEARANCE AT 27"

AFF

30" WIDE MIN TOE AND

KNEE CLEARANCE

CIRCULAR TURNING SPACE

B

60" DIAMETER

9" M

IN

17" MIN

PER CBC 11B-306.3.4: BETWEEN 9 INCHES AND

27 INCHES ABOVE THE FINISH FLOOR OR

GROUND, THE KNEE CLEARANCE SHALL BE

PERMITTED TO REDUCE AT A RATE OF 1 INCH

IN DEPTH FOR EACH 6 INCHES IN HEIGHT.

25" MAX NOTE: SEE 4/A-530 FOR TOE AND KNEE

CLEARANCES AT LAVATORIES

REACH RANGES [308]A

MI

N

3'- 0"

" M

AX

10"-24"

NOTES:

1. Z NOT LESS THAN X.

2. WHEN X < 20", THEN Y = 48" MAX.

3. WHEN X IS 20-25", THEN Y = 44" MAX.

4. MAX COUNTER HEIGHT, H=34" MAX AT

WORKSURFACE, H=36" MAX AT TRANSACTION

COUNTER.

X>24"

(X)

(X) FOWARD REACH, 25" MAX

(Z) CLEAR FLOOR SPACE

OPERABLE

PART

PROTRUDING OBJECTS [307]B

X

X

4" MAX

CIRCULATION AISLE

MA

X

4'- 0"

MI

N

1'- 3"

MI

N

1'- 3"

MA

X

4'- 0"

2'-0" MAX

(H

(Y )H

IG

H

FO

RW

AR

D

RE

AC

H

3'-

" M

AX

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300 Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

6/3/2025 5:50:14 PM

A ut od es k D oc s:

//2 4_ O C

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As indicated

G-020

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1/2" = 1'-0"G-020

1 CHANGES IN LEVEL

1/4" = 1'-0"G-020

2 DOOR CLEARANCE

1/4" = 1'-0"G-020

3 KNEE AND TOE CLEARANCE

1/4" = 1'-0"G-020

4 WHEELCHAIR TURNING SPACE & TOES AND KNEE CLEARANCES

1/4" = 1'-0"G-020

5 REACH RANGES AND PROTRUDING OBJECTS

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BUS WASH/

BRAKE DYNO

DETAIL/CLEANING

BUILDING

FUEL/BRAKE/

TIRE REPAIR BUILDING

MAINTENANCE

OPERATIONS

CONCRETE FLATWORK

IMPROVEMENTS. SEE CIVIL

DRAWINGS

CONCRETE FLATWORK

IMPROVEMENTS. SEE CIVIL

DRAWINGS

INTERIOR FINISH REPLACEMENT.

SEE ARCHITECTURE DRAWINGS

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300 Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

6/3/2025 5:50:14 PM

A ut od es k D oc s:

//2 4_ O C

TA

_C

TO

4_ O ps _B ld g_ M od s_ at _S A _B as /a rc h_ O C

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1" = 50'-0"

G-100

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OPERATIONS

MACARTHUR BOULEVARD

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C-01

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PL

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GRAPHIC SCALE

N

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

AC

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38 TECHNOLOGY DRIVE, SUITE 200

IRVINE, CA 92618

949.923.6000 stantec.com

July 8, 2025

7/ 8/

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REMOVAL AND DISPOSITION NOTES

C

D

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CONSTRUCTION NOTES

SAWCUT AND JOIN EXISTING PROTECT IN PLACE

REMOVE EXISTING PCC SIDEWALK (4" THICK).

REMOVE 18" DEPTH OF SUBGRADE

REMOVE EXISTING FEATURES WITHIN 12" OFFSET

ON BOTH SIDES OF EXISTING SIDEWALK.

PRUNE EXIST TREE ROOTS PER OCPW STD PLAN 1708

PLACE NEW 18" OF COMPACTED NON-EXPANSIVE GRANULAR SOIL AND

COMPACT TO 95% RELATIVE COMPACTION

CONSTRUCT 4" PCC SIDEWALK PER OCPW STD PLANS 1204 AND 1205.

INSTALL ROOT BARRIER (DEEPROOT UB 18-2, OR APPROVED EQUAL) PER

OCPW STD PLAN 1708. SEE PLANS FOR LENGTH.

INSTALL EXPANSION JOINT PER OCPW STD PLANS 112-2 AND 112-2-OC.

A

B

CONSTRUCT 12" WIDE CONCRETE DITCH PER DETAIL C ON THIS SHEET7

RE-ESTABLISH IRRIGATION AND LANDSCAPE TO EXISTING CONDITIONS8

PLACE VAPOR BARRIER (VISQUEEN, 15 MIL MIN THICKNESS, ASTM E1745, CLASS A,

OR APPROVED EQUAL) ON TOP OF NEW 18" NON-EXPANSIVE GRANULAR SOIL.

1" = 20'

LOCATION 2 - DETAIL B

1" = 5'

LOCATION 1 - DETAIL A

1" = 5'

DETAIL C - 12" CONCRETE DITCH

NOT TO SCALE

NOT FOR CONSTRUCTION

LEGEND

NEW SIDEWALK

EXIST LANDSCAPE

RESTORE EXISTING IRRIGATION AND LANDSCAPE

REMOVE AND REPLACE SIDEWALK

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The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

38 TECHNOLOGY DRIVE, SUITE 200

IRVINE, CA 92618

949.923.6000 stantec.com

July 8, 2025

7/ 8/

S C

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A802

1 SIM

DETAIL NUMBER

SHEET ON WHICH

DETAIL IS SHOWN

A101 A1

DETAIL CALLOUTS

EXTERIOR ELEVATIONS

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS SHOWN

A101

1 Ref

Re f

1 Ref

Re f

INTERIOR ELEVATIONS

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS SHOWN

A909

SIM

1_______ BUILDING SECTIONS

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

A909

SIM

1_______

A909

SIM

1_______ WALL SECTIONS

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

FLOOR

0'-0"

FLOOR OR ROOF LEVEL NAME

VERTICAL ELEVATION

NORTH ARROW

1 DRAWING REVISION

A101

1 Ref

MATCH LINE

FLOOR FINISH

BASE FINISH

ROOM FINISH DATA TAG

ROOM TAG

N

GRAPHIC SYMBOLS LEGEND

ROOM NAME

LVT-1 WB-1

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300 Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

6/3/2025 5:50:15 PM

A ut od es k D oc s:

//2 4_ O C

TA

_C

TO

4_ O ps _B ld g_ M od s_ at _S A _B as /a rc h_ O C

TA

C

TO

O ps B ld g M od s_ R ev it2 4.

rv t

12" = 1'-0"

A-001

A.GASKELL

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ABBREVIATIONS

(E) EXISTING

AB ANCHOR BOLT

ACT ACOUSTICAL TILE

ADJ ADJACENT/ADJUSTABLE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE NO.

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATELY

ARCH ARCHITECT

ASSY ASSEMBLY

AUTO AUTOMATIC/AUTOMATION

AVG AVERAGE

AWI AMERICAN WOODWORKING INSTITUTE

AWT ACCOUSTICAL WALL TREATMENT

B/B BACK TO BACK

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLST BALLAST

BM BEAM/BENCH MARK

BOD BASIS OF DESIGN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C / C CENTER TO CENTER

CAB CABINET

CB CATCH BASIN

CBB CEMEMTITOUS BACKER BOARD

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CUBIC FOOT / FEET

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFF COLD FORMED FRAMING

CFLG COUNTER FLASHING

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT / CONTRACTION JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CLT CLEAT

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUATION / CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COP COPING

CORR CORRIDOR

CPT CARPET

CSK COUNTER SUNK

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FOOT / CUBIC FEET

CU YD CUBIC YARDS

CW COLD WATER

D DEPTH / DEEP

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DET DETAIL

DETN DETENTION

DEV DEVELOPED

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DMPF DAMPPROOFING

DN DOWN

DR DOOR / DRAIN

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL REFERENCE ELEVATION

EL EASEMENT LINE

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATOR / ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER / ENGINEERING

EOS EDGE OF SLAB

EPDM ETHYLENE PROPYLENE DIENE MONOMOR

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EST ESTIMATE

ETC ET CETERA

EW EACH WAY

ABBREVIATIONS

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED / EXPAND / EXPANSION

EXT EXTERIOR / EXTERNAL / EXTINGUISHER

F / F FACE TO FACE

F F EL FINISHED FLOOR ELEVATION

FA FIRE ALARM / FACE AREA / FRESH AREA

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDTN FOUNDATION

FDV FIRE DEPARTMENT VALVE CABINET

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF INSUL FOIL BACKED INSULATION

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT / FIRE HOSE

FHC FIRE HOSE CABINET

FIN FINISH

FIN GR FINISHED GRADE

FIXT FIXTURE

FL FLOW LINE / FLOOR LINE

FLR FLOOR / FLOORING

FLUOR FLUORESCENT

FR FRAME / FIRE RATED / FIRE RETARTANT

FT FOOT / FEET / FIRE TREATED / FULLY TEMPERED

FTG FOOTING

FURG FURRING

FURN FURNISH / FURNITURE

FUT FUTURE

FVC FIRE VALVE CABINET

GA GAGE

GAL GALLONS

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL / GENERATOR

GI GALVANIZED IRON

GL GLASS / GROUND LEVEL

GLZ GLAZING

GND GROUND

GYP BD GYPSUM BOARD

GYP SHTG GYPSUM SHEATHING BOARD.

HC HANDICAPPED ACCESSIBLE / HOLLOW CORE

HD HEAD / HEAVY DUTY

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT / HORSEPOWER / HIGH PRESSURE

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

ID INSIDE DIAMETER / INTERIOR DESIGN

IF INSIDE FACE / INTAKE FAN

IN INCHES

INCAND INCANDESCENT

INCL INCLUDING

INSTL INSTALL

INSUL INSULATE / INSULATION

INT INTERIOR / INTERNAL

INV INVERT

INV EL INVERT ELEVATION

J BOX JUNCTION BOX

JAN JANITOR

JAN CLO JANITOR CLOSET

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LT LIGHT

LTG LIGHTING

LVR LOUVER

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MO MASONRY OPENING

MOD BIT MODIFIED BITUMEN

MR MOISTURE RESISTANT

MS MOP SINK

MTD MOUNTED

MTL METAL

MULL MULLION

N NORTH

N/A NOT APPLICABLE

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL / OUTSIDE AIR

ABBREVIATIONS

OC ON CENTER

OCTA ORANGE COUNTY TRANSIT AUTHORITY

OD OUTSIDE DIAMETER / OUTSIDE DIMENSION

OF OUTSIDE FACE

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/OWNER INSTALLED

OFF OFFICE

OH OPPOSITE HAND / OVERHEAD / OVERHANG

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

ORN ORNAMENTAL

ORS OVERFLOW ROOF SCUPPER

PAT PATTERN

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PERF PERFORATED

PERM PERMANENT

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER / PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

POL POLISHED

PR PAIR / PIPE RAIL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARATION

PROJ PROJECT

PT PAINT / PRESSURE TREATED

PT CONC POST TENSION CONCRETE

PTD PAINTED / PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

QTY QUANTITY

R RADIUS / RISER

RA RETURN AIR

RB RUBBER BASE / RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCED STEEL BAR

REC RECESSED

REF REFERENCE / REFRIGERATOR

REINF REINFORCED / REINFORCEMENT

REM REMOVE

REQD REQUIRED

REV REVISION

RGD INS RIGID INSULATION

RH RIGHT HAND

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RP REFERENCE POINT

RTG RATING

RTU ROOF TOP UNIT

RVL REVEAL

S SOUTH

SALV SALVAGE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE / SCHEDULED

SCHEM SCHEMATIC

SCP SCUPPER

SCWD SOLID CORE WOOD DOOR

SEC SECOND

SECT SECTION

SF SQUARE FOOT / SQUARE FEET / SUPPLY FAN

SGL SINGLE

SHT SHEET

SHT MTL

FLASH

SHEET METAL FLASHING

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL / SMALL / SURFACE MOUNTED

SMACNA SHEET METAL AIR CONDITIONING CONTRACTOR'S

NATIONAL ASSOCIATION

SPEC SPECIFICATION(S)

SPLY SUPPLY

SPRT SUPPORT

SQ SQUARE

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SYMM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERATURE / TEMPORARY

TERR TERRAZZO

THK THICK / THICKNESS

THRES THRESHOLD

ABBREVIATIONS

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF ____

TOC TOP OF CONCRETE / TOP OF CURB

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET / TOP OF PAVEMENT

TOS TOP OF STEEL / TOP OF SLAB

TOW TOP OF WALL

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UC UNDERCUT

UL UNDERWRITER'S LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST / WIDTH / WIDE

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WC WATER CLOSET / WALL COVERING

WD WOOD / WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER / WEEP HOLE

WP WATERPROOFING / WORKING POINT

WR WATER RESISTANT / WEATHER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD / YARDS

GENERAL NOTES

1 THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS AND ARE NOT SPECIFIC TO ANY

ONE DISCIPLINE.

2 IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL

SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH REQUIREMENTS OF THE CONTRACT BEFORE

COMMENCING CONSTRUCTION, AND ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT

THE WORK OF THAT PARTY.

3 THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE CROSS REFERENCE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR.

4 THE DRAWINGS AND SPECIFICATIONS ESTABLISH MINIMUM REQUIREMENTS FOR THE DESIGN AND

CONSTRUCTION OF THE PROJECT.

5 ARCHITECT IS NOT RESPONSIBLE FOR ACCURACY OF EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS.

GC SHALL CONTACT ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR IN THE FIELD.

6 THE DRAWINGS IN THIS SET ARE DIAGRAMMATIC AND ILLUSTRATE THE INTENT OF THE DESIGN.

7 THE CONTRACTOR SHALL IDENTIFY AND NOTIFY IN WRITING TO THE ARCHITECT CONFLICTS BETWEEN THE

WORK OF DIFFERENT PARTIES, AND DISCREPANCIES BETWEEN THE DOCUMENTS AND THE ACTUAL CONDITIONS AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT AND OWNER

PRIOR TO PROCEEDING.

8 THE GENERAL NOTES, SYMBOLS AND DEFINITIONS APPLICABLE TO EACH DISCIPLINE CAN BE FOUND AT THE FRONT OF EACH DISCIPLINE ’S SET OF DRAWINGS AND IS LISTED AS PART OF THE OVERALL PROJECT INDEX

OF DRAWINGS.

9 BASIC FIRE PROTECTION AND EXITING CONCEPTS ARE ILLUSTRATED BY THE LIFE SAFETY AND CODE PLANS

ON THE ‘G’ SERIES SHEETS. THE CONTRACTOR SHALL BE FAMILIAR WITH REQUIREMENTS AND

CONSTRUCTION SHALL BE IN COMPLIANCE WITH REFERENCED FIRE RATED ASSEMBLY TESTS AND

STANDARDS.

10 THE ARCHITECTURAL DRAWINGS ESTABLISH, COORDINATE, AS WELL AS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSED ELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES.

11 THE DRAWINGS MAY MAKE REFERENCE TO AND/OR ILLUSTRATE ITEMS WHICH ARE NOT PART OF THE WORK OF THE CONTRACT. THESE ‘NOT IN CONTRACT’ ITEMS AS INDICATED ARE REFERENCED AND/OR ILLUSTRATED

FOR THE CONTRACTORS REFERENCE, INFORMATION AND COORDINATION ONLY.

12 THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES OF THE PLACE (CITY, COUNTY, DISTRICT, AND STATE) WHERE THE PROJECT IS LOCATED.

13 THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASES REQUIRED FOR THE CONSTRUCTION AND OCCUPANCY OF THE PROJECT. THE CONTRACTOR SHALL FURNISH COPIES OF ALL SUCH ITEMS TO THE OWNER AND ARCHITECT WITHIN 10 DAYS OF RECEIPT OF SUCH ITEMS. IF PERMITS ARE ISSUED SUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR IF PERMITS ARE DELAYED FOR ANY

REASON, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ARCHITECT.

14 THE CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED INSPECTIONS OF WORK, INCLUDING THAT PERFORMED BY OWNER. CONTRACTOR SHALL REGULARLY UPDATE OWNER AND ARCHITECT REGARDING THE

STATUS OF INSPECTIONS.

15 THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN AND PROTECT NEW WORK AS WELL AS EXISTING SYSTEMS AND ELEMENTS WHICH ARE TO REMAIN. ANY DAMAGE TO SUCH SYSTEMS AND ELEMENTS SHALL BE IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO THE ARCHITECT. IF SATISFACTORY REPAIRS CANNOT BE MADE, THE CONTRACTOR SHALL REPLACE SYSTEMS AND ELEMENTS WITH NEW PRODUCTS ACCEPTABLE TO THE ARCHITECT. ALL REPAIRS AND REPLACEMENT COSTS SHALL BE THE FINANCIAL RESPONSIBILITY OF

THE CONTRACTOR.

16 THE CONTRACTOR SHALL COORDINATE ALL WORK WITH APPLICABLE UTILITY PROVIDERS.

17 THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZES WITH MECHANICAL SUB-CONTRACTOR

AND NOTIFY ARCHITECT WITH DISCREPANCIES IN THE FIELD.

18 THE DRAWINGS SHALL NOT BE REPRODUCED FOR SUBMITTALS. DRAWINGS OR PORTIONS THEREOF USED

FOR SUBMITTALS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR WITHOUT THE APPROVAL OF THE

ARCHITECT.

19 THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL BLOCK-OUTS, SLEEVES, INSERTS, BOLTS, PLATES, ETC. FOR ALL TRADES PRIOR TO PLACING CONCRETE OR MASONRY.

20 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS SEQUENCES OF

CONSTRUCTION HOWEVER SHALL CONSIDER THE PHASING REQUIREMENTS AS NOTED ON A-101.

21 THE CONTRACTOR SHALL PROMPTLY REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION AND DEMOLITION DEBRIS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER FOR DETAILS RELATED TO ALL

SITE ACCESS AND REMOVAL PLANS.

22 THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH OWNER ’S PROCEDURES FOR

MAINTAINING A SECURE SITE AND BUILDING.

23 EACH INSTALLER SHALL EXAMINE THE SUBSTRATE CONDITION AND/OR SITE CONDITIONS WHICH AFFECT THE QUALITY OF EACH PRODUCT TO BE INSTALLED. IF ANY CONDITIONS EXIST WHICH WILL HAVE A DETRIMENTAL EFFECT ON THE QUALITY OF THE INSTALLATION, THE INSTALLER SHALL IMMEDIATELY ADVISE THE CONTRACTOR. INSTALLATION SHALL NOT PROCEED UNTIL THE UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION OF PRODUCTS SHALL SIGNIFY ACCEPTANCE BY THE INSTALLER OF THE

SUBSTRATE CONDITIONS.

24 THE CONTRACTOR SHALL MAINTAIN A CURRENT/UPDATED RECORD OF DRAWINGS ON SITE AT ALL TIMES.

25 FOR THE PURPOSE OF PRICING/ESTIMATES, WHEN THERE IS A CONFLICT/DISCREPANCY IN THE DRAWINGS

AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL PRICE THE HIGHER COST ITEM.

26 CONTRACTOR AND SUBCONTRACTOR SHALL NOT SCALE CONSTRUCTION DOCUMENTS.

27 ALL FINISH MATERIALS SHALL CONFORM TO C.B.C. FOR FLAME SPREAD AND SMOKE DEVELOPMENT, REFER

TO SPECIFIC MATERIAL SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS.

28 THE CONTRACTOR SHALL COORDINATE INFORMATION THAT IS PART OF ONE OR MORE SEPARATE BID

PACKAGES WITH ADDITIONAL INFORMATION ISSUED IN THE BID PACKAGE. THE MULTIPLE BID PACKAGES

SHALL CONSTITUTE A COMPLETE PROJECT.

29 THE CONTRACTOR SHALL COORDINATE ALL LOCATIONS AND SIZES OF HOUSEKEEPING PADS WITH

MECHANICAL AND ELECTRICAL, PLUMBING, AND EQUIPMENT SUB-CONTRACTORS.

30 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DUST BARRIER AT BASE BUILDING FACILITIES

THROUGHOUT CONSTRUCTION.

31 THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THE SHOP DRAWINGS BETWEEN DIFFERENT

DISCIPLINES

32 MULTIPLE PHASES OF FLOORING RELATED WORK SHALL NOT BE PERFORMED SIMULTANEOUSLY 33 EACH PHASE OF FLOORING RELATED WORK (DEMO AND INSTALLATION, TEMPORARY RELOCATION AND

REPLACEMENT OF FURNISHING) TO BE COMPLETED WITHIN FIVE CONSECUTIVE WORKING DAYS

34 BID ALLOWANCE ITEM FOR TEMPORARY RELOCATION AND REPLACEMENT OF OFFICE ROOM FURNISHINGS IS

INCLUDED, PER BID FORM.

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BUS WASH/

BRAKE DYNO

DETAIL/CLEANING

BUILDING

FUEL/BRAKE/

TIRE REPAIR BUILDING

MAINTENANCE

OPERATIONS

A-102

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300 Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

6/3/2025 5:50:16 PM

A ut od es k D oc s:

//2 4_ O C

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rv t

1" = 50'-0"

A-100

A.GASKELL

M.PALOMERA

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1" = 50'-0"A-100

1 ARCHITECTURAL SITE PLAN

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(E) HI/ LOW COMPUTER COUNTER TO BE REMOVED(E) HI-LOW COUNTER TO BE REMOVED (E) ISLAND MILLWORK TO BE REMOVED

(E) COUNTER TO BE REMOVED(E) FILE STORAGE MILLWORK

TO BE REMOVED

(E) COUNTER MILLWORK TO BE REMOVED

MANAGER

CLERK

SEC. SUP.

ASSISTANT MANAGER

NICNIC

OFFICE

FILE

EXTRA BOARD

CORRIDOR

INTERN

STORAGE

CONFERENCE

HALLWAY

FILE

CLERK

DISPATCH

LOBBY

21'-0"

15'-7" 10'-0" 20'-5" 10'-0" 15'-1"

'-1

5'-

5"

'-0

'-0

'-7

15'-7" 5'-5" 26'-7" 3'-0"

3'- 0"

'-8

'-7

A-101

'-1

5'-

5"

'-0

'-0

'-7

PHASE 1 - ROOMS 126, 127,138, 139, PARTIAL CORRIDOR 130

PHASE 2 - ROOMS 135, 134, PARTIAL CORRIDOR 130

PHASE 3 - ROOMS 133, 132, 121, PARTIAL CORRIDOR 130

PHASE 4 - ROOMS 123, 122, HALLWAY 124

PHASE 5 - DISPATCH ROOM 125

PHASE 6 - CONFERENCE ROOM 128

PHASING LEGEND

REMOVE (E) FLOOR FINISH, WALL BASE, DOOR STOP AND ADHISIVE IN

SPACES NOTED BELOW PER PHASING ORDER INDICATED.

1/4" = 1'-0"A-101

1 ENLARGED DEMO PLAN - LOBBY 101

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300 Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

6/3/2025 5:50:16 PM

A ut od es k D oc s:

//2 4_ O C

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As indicated

A-101

A.GASKELL

M.PALOMERA

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1/8" = 1'-0"A-101

2 DEMO PARTIAL FLOOR PLAN

N

0 4' 8' 16'0 2' 4' 8'

GENERAL DEMO NOTES

A DO NOT SCALE DRAWINGS

B THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER BEST

SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND

FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT.

C CONTRACTOR TO REFER TO PHASING PLAN FOR PHASING SEQUENCE

D THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE

SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IN WRITING BEFORE STARTING

ANY WORK.

E EXISTING WALLS, FLOORS, CEILINGS AND ALL EXPOSED SURFACES THAT HAVE BEEN

DAMAGED OR DISTURBED BY DEMOLITION OR CONSTRUCTION WORK SHALL BE

REPAIRED, REPLACED AND/OR RECONDITIONED SUCH THAT THEY CANNOT BE

DISTINGUISHED FROM NEW OR ADJACENT EXISTING SURFACES AND FINISHES.

F REFER TO CONSTRUCTION PLAN FOR NEW LAYOUT DIMENSIONS TO DETERMINE

EXTENT OF DEMOLITION. DEMOLITION SHALL BE PERFORMED TO THE MINIMUM EXTENT

POSSIBLE TO ACHIEVE NEW LAYOUT REQUIREMENTS.

G COORDINATE ALL STORAGE AND CONSTRUCTION LOGISTICS OF EXISTING OWNER

EQUIPMENT AND FURNISHINGS WITH THE OWNER AND/OR RESPECTIVE VENDOR AS

REQUIRED.

H MULTIPLE PHASES OF FLOORING RELATED WORK SHALL NOT BE PERFORMED

SIMULTANEOUSLY

J EACH PHASE OF FLOORING RELATED WORK (DEMO AND INSTALLATION, TEMPORARY

RELOCATION AND REPLACEMENT OF FURNISHING) TO BE COMPLETED WITHIN FIVE

CONSECUTIVE WORKING DAYS

K BID ALLOWANCE ITEM FOR TEMPORARY RELOCATION AND REPLACEMENT OF OFFICE

ROOM FURNISHINGS IS INCLUDED, PER BID FORM.

L REMOVE EXISTING FLOORING, WALL BASE AND ADHESIVE PER MFR

RECOMMENDATIONS AT LOCATIONS NOTED IN PHASING PLAN

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MANAGER

CLERK

SEC. SUP.

ASSISTANT MANAGER

NICNIC

OFFICE

FILE

EXTRA BOARD

CORRIDOR

INTERN

STORAGE

CONFERENCE

HALLWAY

FILE

CLERK

DISPATCH

LOBBY

LVT-1 WB-1

LVT-1 WB-1

LVT-1 WB-1 LVT-1 WB-1 LVT-1 WB-1

LVT-1 WB-1

LVT-1 WB-1

LVT-1 WB-1

LVT-1 WB-1

LVT-1 WB-1 LVT-1 WB-1

LVT-1 WB-1

LVT-1 WB-1

LVT-1 WB-1

LVT-1 WB-1

TS-1 TS-1

21'-0"

15'-7" 10'-0" 20'-5" 10'-0" 15'-1"

'-1

5'-

5"

'-0

'-0

'-7

15'-7" 5'-5" 26'-7" 3'-0"

3'- 0"

'-8

'-7

'-1

5'-

5"

'-0

'-0

'-7

A-400

A-400

HI-LOW SOLID SURFACE

TRANSACTION COUNTER.

ISLAND STORAGE COUNTER

STANDING HEIGHT COMPUTER COUNTER COMPUTER COUNTER FILE STORAGE MILLWORK COMPUTER COUNTER

A-531

TY

P.2"

1'-7" 1'-7" 3'-3 1/2"3'-3 1/2"1'-5"1'-5"

METAL GROMMET,

TYP.

5'-6" 6'-4" 13'-2"

13'-2" 5'-2" 8'-0"

TO

M

AT

CH

E

XI

ST

IN

G

LO

CA

TI

ON

VI

F 4'-

2"

11'-2"

TO MATCH EXISTING LOCATION

VIF

2'- 4"

2'- 6"

7"

A-400

A-4003

A-400

LVT-1

FLOOR TILE

MFR: MANNINGTON (OR APPROVED EQUAL)

SERIES: CITY PARK - WINDSOR OAK

COLOR: MOLESKIN

SIZE: 5.8" X 37" PLANK

WB-1

WALL BASE

MFR: INPRO (OR APPROVED EQUAL)

COLOR: BRUSHED STAINLESS

SIZE: 6" WITH TOE

SS-1

SOLID SURFACE

MFR: CORIAN (OR APPROVED EQUAL)

COLOR: NEUTRAL CONCRETE

THICKNESS: 3/4"

FINISH LEGEND

TS-1

TRANSITION STRIP

MFR: ROPPE (OR APPROVED EQUAL)

MATERIAL: RUBBER

COLOR: 193 BLACK BROWN

MODEL: #32 HALF THRESHOLD

PLAM-1

PLASTIC LAMINATE

MFR: WILSONART (OR APPROVED EQUAL)

COLOR: SILK VELVET 15513

FINISH: ULTRA MATTE

WB-2

STAINLESS STEEL WALL PANEL

MFR: INPRO (OR APPROVED EQUAL)

COLOR: BRUSHED STAINLESS

SIZE: CUT TO 12" HEIGHT

PHASE 1 - ROOMS 126, 127,138, 139, PARTIAL CORRIDOR 130

PHASE 2 - ROOMS 135, 134, PARTIAL CORRIDOR 130

PHASE 3 - ROOMS 133, 132, 121, PARTIAL CORRIDOR 130

PHASE 4 - ROOMS 123, 122, HALLWAY 124

PHASE 5 - DISPATCH ROOM 125

PHASE 6 - CONFERENCE ROOM 128

PHASING LEGEND

SPACES NOTED BELOW TO RECIEVE NEW FINISH PER FINISH LEGEND

AND PLAN PER PHASING ORDER INDICATED

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300 Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

6/3/2025 5:50:17 PM

A ut od es k D oc s:

//2 4_ O C

TA

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TO

4_ O ps _B ld g_ M od s_ at _S A _B as /a rc h_ O C

TA

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TO

O ps B ld g M od s_ R ev it2 4.

rv t

As indicated

A-102

A.GASKELL

M.PALOMERA

PA

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A.GASKELL

W es t M ac

Ar th ur B ou lev ar d, Sa nt a A na

, C A

1/8" = 1'-0"A-102

1 PARTIAL FLOOR PLAN

1/4" = 1'-0"A-102

2 ENLARGED FLOOR PLAN - LOBBY 101

N

0 4' 8' 16'0 2' 4' 8'

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GENERAL FINISH NOTES

A FINISHES AND MATERIALS LISTED ARE BASIS OF DESIGN PRODUCTS, REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

B PATCH AND REPAIR ITEMS DAMAGED DURING CONSTRUCTION

C GENERAL CONTRACTOR TO PREPARE FLOOR AND INSTALL ADHESIVES, FLOORING MATERIALS AND BASE.

D SCHEDULED FLOOR FINISH SHALL CONTINUE UNDER CASEWORK WITH ATTACHED TOE KICKS,

EQUIPMENT, AND FREESTANDING FURNITURE.

E WALL BASE WB-1 SHALL BE USED THROUGHOUT WHERE NEW FLOOR FINISH TO BE INSTALLED

F DO NOT SCALE DRAWINGS

G ALL FLOORING TRANSITIONS TO OCCUR AT CENTERLINE OF DOORWAYS, U.N.O.

H ALL GYPSUM BOARD TO BE LEVEL 4 WALL FINISH, U.N.O.

J REFER TO ELEVATIONS, DETAILS AND PLANS FOR EXTENT OF ALL FINISH DESIGNATIONS.

K REFER TO G-SERIES FOR PROJECT GENERAL NOTES, REFERENCE AND MATERIAL SYMBOLS, AND

ABBREVIATIONS USED ON THIS DRAWING.

L ALL DIMENSIONS TO BE VERFIED IN FIELD

M REFER TO G-020 FOR STANDARD MOUNTING HEIGHTS INCLUDING, BUT NOT LIMITED OF ADA GRAB BARS

AND OTHER TOILET ACCESSORIES

N MULTIPLE PHASES OF FLOORING RELATED WORK SHALL NOT BE PERFORMED SIMULTANEOUSLY

P EACH PHASE OF FLOORING RELATED WORK (DEMO AND INSTALLATION, TEMPORARY RELOCATION AND

REPLACEMENT OF FURNISHING) TO BE COMPLETED WITHIN FIVE CONSECUTIVE WORKING DAYS

Q BID ALLOWANCE ITEM FOR TEMPORARY RELOCATION AND REPLACEMENT OF OFFICE ROOM

FURNISHINGS IS INCLUDED, PER BID FORM.

R SPACES TO RECEIVE NEW FLOORING TO ALSO RECEIVE A NEW DOOR STOP TO MATCH EXISTING BEING

REMOVED. DOOR STOP LOCATION TO MATCH EXISTING BEING REPLACED.

R E V

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/2

/2

C O

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/1

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/2

REFINISH WALL SURFACE AND

PAINT AFTER (E) COUNTERS

ARE REMOVED. FINISH TO

MATCH ADJACENT WALLS

A-530

A-530

SS-1SIDE RETURN,

SS-1

2'- 6"

5'-11 1/2"

A-531

A-531

A-531

_________________A-531

SS-1 SS-1

PLAM-1

SS-1

1 1/2" 1 1/2" 1 1/2"

1'-3"WB-2

APPROX. EXTENTS OF WB-2

6'-2 1/2"

(4) EQ BAYS

6" 3'-

7"

3'-6"

4'-2"

3/4" MALAMINE,

PLAM-1

(48) SLOTS

A-530

EAST/ WEST

SS-1

(4) EQ BAYS

6'-0" 10'-5"

11'-2"

1'-0 1/2"

1'-2" 1'-2"

1'-0 1/2"

A-530

A-530

NORTH

PLAM-1

SS-1

11'-2" 10'-5"

(4) EQ BAYS

6'-0"

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

A-530

A-530

SOUTH

PLAM-1

SS-1

LVT-1

FLOOR TILE

MFR: MANNINGTON (OR APPROVED EQUAL)

SERIES: CITY PARK - WINDSOR OAK

COLOR: MOLESKIN

SIZE: 5.8" X 37" PLANK

WB-1

WALL BASE

MFR: INPRO (OR APPROVED EQUAL)

COLOR: BRUSHED STAINLESS

SIZE: 6" WITH TOE

SS-1

SOLID SURFACE

MFR: CORIAN (OR APPROVED EQUAL)

COLOR: NEUTRAL CONCRETE

THICKNESS: 3/4"

FINISH LEGEND

TS-1

TRANSITION STRIP

MFR: ROPPE (OR APPROVED EQUAL)

MATERIAL: RUBBER

COLOR: 193 BLACK BROWN

MODEL: #32 HALF THRESHOLD

PLAM-1

PLASTIC LAMINATE

MFR: WILSONART (OR APPROVED EQUAL)

COLOR: SILK VELVET 15513

FINISH: ULTRA MATTE

WB-2

STAINLESS STEEL WALL PANEL

MFR: INPRO (OR APPROVED EQUAL)

COLOR: BRUSHED STAINLESS

SIZE: CUT TO 12" HEIGHT

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300 Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

6/3/2025 5:50:17 PM

A ut od es k D oc s:

//2 4_ O C

TA

_C

TO

4_ O ps _B ld g_ M od s_ at _S A _B as /a rc h_ O C

TA

C

TO

O ps B ld g M od s_ R ev it2 4.

rv t

As indicated

A-400

A.GASKELL

M.PALOMERA

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A.GASKELL

W es t M ac

Ar th ur B ou lev ar d, Sa nt a A na

, C A

1/4" = 1'-0"A-400

2 LOBBY ELEVATION - NORTH

1/4" = 1'-0"A-400

1 LOBBY ELEVATION - SOUTH 1/4" = 1'-0"A-400

3 LOBBY ISLAND ELEVATIONS

GENERAL NOTES

A DO NOT SCALE DRAWINGS

B REFER TO G-SERIES FOR PROJECT GENERAL NOTES, REFERENCE AND MATERIAL

SYMBOLS, AND ABBREVIATIONS USED ON THIS DRAWING.

C ALL DIMENSIONS TO BE VERFIED IN FIELD

D WALL BASE WB-1 SHALL BE USED THROUGHOUT WHERE NEW FLOOR FINISH TO BE

INSTALLED

E FLOOR FINISH SHALL CONTINUE UNDER CASEWORK WITH ATTACHED TOE KICKS,

EQUIPMENT, AND FREESTANDING FURNITURE.

F REFER TO G-020 FOR STANDARD MOUNTING HEIGHTS INCLUDING, BUT NOT LIMITED OF

ADA GRAB BARS AND OTHER TOILET ACCESSORIES

G PATCH AND REPAIR ITEMS DAMAGED DURING CONSTRUCTION

R

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R E V

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3'-6"

3" 3"

6"

1'-3" 1'-3"4" 4"

1"

SOUTH NORTH

(E) TILE FLOOR. PROTECT IN PLACE

SST BASE; WB-1

1/2" - (6) ADJUSTABLE SHELVES

WITH RECESSED METAL

STANDARDS, PLAM-1

PLAM-1, TYP

SOLID SURFACE COUNTERTOP

OVER (2) LAYERS 3/4" PLYWOOD

DOOR PULL TO MATCH EXISTING

BEING REPLACED

3'-6"

EQ EQ 3"3"

6" (E) TILE FLOOR. PROTECT IN PLACE

SST BASE; WB-1

ADJUSTABLE MELAMINE SHELVE

WITH RECESSED METAL

STANDARDS, TYP

PLAM-1, TYP

SOLID SURFACE COUNTERTOP

OVER (2) LAYERS 3/4" PLYWOOD

DOOR PULL TO MATCH EXISTING

BEING REPLACED

ALL EXPOSED INTERIOR SURFACES

TO BE WHITE MELAMINE

4"

4'-2"

4"

TYP

1/2"

3/4"

3"

6"

11 1/2"

PLAM-1

1/4" - (11) ADJUSTABLE

SHELVES WITH

RECESSED METAL

STANDARDS

SST BASE; WB-1

(E) FLOOR. PROTECT

IN PLACE

4"

4 1/2"

2'- 3"

3"

2'- 6"

(E) SST WALL

BASE. PROTECT

IN PLACE

(E) STUD WALL

(E) MTL STUD

SOLID SURFACE

COUNTERTOP OVER 3/4"

PLYWOOD

REPLACE CAULK

8 1/2"

(E) TRANSACTION WINDOW AND

FRAME TO REMAIN. PROTECT IN

PLACE

2'- 3"

1'- 3"

3'- 6"

4 1/2"

(E) SST WALL

BASE. PROTECT

IN PLACE

(E) STUD WALL

(E) MTL STUD

SOLID SURFACE

COUNTERTOP OVER 3/4"

PLYWOOD

REPLACE CAULK

(E) TRANSACTION WINDOW AND

FRAME TO REMAIN. PROTECT IN

PLACE

8 1/2"

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300 Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

6/3/2025 5:50:18 PM

A ut od es k D oc s:

//2 4_ O C

TA

_C

TO

4_ O ps _B ld g_ M od s_ at _S A _B as /a rc h_ O C

TA

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TO

O ps B ld g M od s_ R ev it2 4.

rv t

1" = 1'-0"

A-530

A.GASKELL

M.PALOMERA

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A.GASKELL

W es t M ac

Ar th ur B ou lev ar d, Sa nt a A na

, C A

1" = 1'-0"A-530

1 LOBBY ISLAND -SECTION 1

1" = 1'-0"A-530

2 LOBBY ISLAND - SECTION 2

1" = 1'-0"A-530

3 LOBBY ISLAND SECTION 3

1" = 1'-0"A-530

4 COUNTER DETAIL 1

1" = 1'-0"A-530

6 COUNTER DETAIL 2

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/2 elevations

6'-4" 5'-10"

2" 1'-3" 2" 1'-3" 2" 1'-3" 2" 1'-3" 2"

3" 1'-

1 1 /2"

5"

2'- 6"

A-531

A-531

1'- 9 1

/2"

A-531

A-531

2'- 6"

3'- 4"

4"

(E) SST WALL BASE.

PROTECT IN PLACE

(E) WALL

(E) CONCEALED BRACKETS

SOLID SURFACE COUNTERTOP AND

BACKSPLASH OVER (1) LAYER PLYWOOD

SUBSTRATE

(E) WINDOW AND FRAME TO REMAIN. PROTECT

IN PLACE

(E) CLEAT

REPLACE CAULK

CABLE TRAY

METAL GROMMET

CABINET EDGE BEYOND

3" 1'-1 1/2" 5" 1'-9 1/2"

3'- 4"

9 1 /2"

WB-1

(E) TILE FLOOR. PROTECT IN PLACE

ADJUSTABLE MELAMINE SHELF WITH

RECESSED METAL STANDARDS

DOOR PULL TO MATCH EXISTING

BEING REPLACED

2'-

6"

ALL EXPOSED INTERIOR SURFACES

TO BE WHITE MELAMINE

FILE WELL

PLAM-1

(E) WINDOW AND FRAME TO

REMAIN. PROTECT IN PLACE

REPLACE CAULK

1.

NOTE:

CABINET DOOR TO NOT HAVE LOCKS

6" 2'-

9 1 /2"

1'-3" 2" 1'-3" 2"

1.

2.

NOTE:

PLAM-1 ON ALL EXPOSED SURFACES

REFER TO DETAIL 3/A-531 FOR KEYNOTES

PLAM-1

PLAM-1

3'- 6"

4"

3'-

3"

(E) SST WALL BASE

(E) STUD WALL

1/4" STL BRACE

SOLID SURFACE COUNTERTOP AND

BACKSPLASH OVER (1) LAYER 3/4"

PLYWOOD SUBSTRATE

1X CLEAT AS REQUIRED

SOLID SURFACE VERTICAL RETURN

TO FLOOR BEYOND PER ELEVATIONS

CABLE TRAY FULL LENGTH OF COUNTER

METAL GROMMET

2'- 6"

3'- 4"

4"

SST WALL PANEL TO MATCH

ADJACENT WALL SST WALL PANEL;

WB-2

(E) STUD WALL

1/4" STL BRACE

SOLID SURFACE COUNTERTOP AND

BACKSPLASH OVER (1) LAYER 3/4"

PLYWOOD SUBSTRATE

(E) WINDOW AND FRAME TO REMAIN. PROTECT

IN PLACE

1X CLEAT AS REQUIRED

REPLACE CAULK

SOLID SURFACE VERTICAL RETURN TO

FLOOR BEYOND PER ELEVATIONS

CABLE TRAY

METAL GROMMET

1'- 0"

1" = 1'-0"A-531

1 CABINET PLAN

1" = 1'-0"A-531

2 COUNTER DETAIL 3

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

801 S. Figueroa Street, Suite 300 Los Angeles, CA 90017

JOB #:

DESIGN BY:

550 SOUTH MAIN STREET, ORANGE, CA

ORANGE COUNTY

TRANSPORTATION AUTHORITY

OCTA

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

SHEET:

6/3/2025 5:50:18 PM

A ut od es k D oc s:

//2 4_ O C

TA

_C

TO

4_ O ps _B ld g_ M od s_ at _S A _B as /a rc h_ O C

TA

C

TO

O ps B ld g M od s_ R ev it2 4.

rv t

1" = 1'-0"

A-531

A.GASKELL

M.PALOMERA

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A.GASKELL

W es t M ac

Ar th ur B ou lev ar d, Sa nt a A na

, C A

1" = 1'-0"A-531

3 CABINET SECTION

1" = 1'-0"A-531

5 CABINET SECTION 2

1" = 1'-0"A-531

4 COUNTER DETAIL 4

1" = 1'-0"A-531

6 COUNTER DETAIL 5

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