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Architecture & Interiors, L.C.ARCHICON

OCOTILLO CROSSING CARWASH & RETAIL DEVELOPMENTSWC ARIZONA AVE & CHANDLER HEIGHTS RD.VIEW FROM NORTHEAST06/07/18

Accelerating success.

*conceptual rendering

Colliers International2390 E Camelback Road

Suite 100 Phoenix, AZ 85016

P: +1 602 222 5000F: +1 602 222 5001

www.colliers.com/greaterphoenix

Paul HollandVice President

+1 602 222 5055paul.holland@colliers.com

New Development Shop Space

S, SWC Arizona Ave & Chandler Heights Blvd Property Highlights

› 39,294 VPD at intersection

› 7,163 SF proposed retail building alongside AM/PM and new self-service car wash

› Suites available from 1,200 SF to 2,300 SF

› Located just West of a 220-unit Class-A Multi-Family Development

› Major employers in the area: Intel (11,000 employees), Wells Fargo (5,000 employees),

Bank of America (3,700 employees), Chandler Regional Medical Center (2,100 employees)

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Contact:

Chandler Heights Blvd

AREA DEMOGRAPHICS | 3-MILE RADIUS

O c o t i l l o C r o s s i n g

Ariz

ona

Ave

±13,594 VPD

±25,

700

VPD

Average Household Income (2017)

$111,352

Projected Population (2022)

88,063

Number ofHouseholds (2017)

29,043

Current Population (2017)

76,238

Average HouseholdSize (2017)

2.6

Projected HouseholdIncome (2022)

$129,550

Paul HollandVice President+1 602 222 5055paul.holland@colliers.com

ARIZ

ONA

AVE

NUE

CHANDLER HEIGHTS ROAD

50'-0"BUILDING LINE

20'-0"L/S SETBACK

20'-0

"

L/S

SETB

ACK

50'-0

"

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(PO

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8'-0"

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EXIS

TING

FUE

L CA

NOPY

5,61

1 S.

F

8'-0"P.U.E.

8'-0"ELEC.

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25'-0

"

20'-0"

11'-0"

19'-0"24'-0"38'-0"24'-0"19'-0"20'-0"

9'-0"

EXIS

TING

DRIV

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IVE

EXIS

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DRIV

E

EXIS

TING

DRIV

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19'-0

"12

'-0"

65'-0"R.O.W.

14'-0

"

13'-10"

18'-8

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10'-6

"

23'-6"

CAR

WAS

HSA

ND F

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10'-0"

12'-0

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19'-8" 6'-0"

20'-0

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30'-0

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2"

8'-0"

16'-6

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16'-6

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28'-0

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ARIZONA AVENUE

1795

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01

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ARCH

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CHANDLER, ARIZONA

S.W.C. ARIZONA AVE & CHANDLER HEIGHTS

CAR WASH AND RETAIL DEVELOPMENT

OCOTILLO CROSSING MAY

22,

201

8CI

TY A

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ON

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TO T

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ALL

NEW

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ATER

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AND

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ITE

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ALKS

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AND

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ITH

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50.

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VIDE

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GEN

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FURN

ISH

AND

INST

ALL

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AND

ANCH

OR

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WIN

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1.PR

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W M

ENU

BOAR

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ORD

ER M

ENU

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SPEA

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ATIO

N SY

STEM

(OCS

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DIRE

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SIG

NAG

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PER

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5.DT

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6.HE

IGHT

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TENA

NT'S

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T SI

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IF A

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ENC

LOSU

RE.

SITE

CO

NCRE

TE N

OTE

S

PRO

VIDE

PAD

CO

NSTR

UCTE

D O

F 6"

THI

CK, R

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ORC

ED W

ITH

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DED

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ESH

AND

CONC

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. THE

WID

TH O

F TH

E PA

D SH

ALL

BE T

HE W

IDTH

OF

THE

DRIV

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RULA

NE O

R NO

LES

S TH

AN 1

2' W

IDE

AND

THE

LENG

TH S

HALL

EXT

END

18'.

PRO

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TW

O (2

) ARE

AS O

F CO

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TE P

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1.TH

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IDTH

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IDTH

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OR

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AND

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ATER

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ATCH

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THER

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LOT 1PADLOT 2

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20'-0"

11'-0"

19'-0"24'-0"

38'-0"24'-0"

19'-0"20'-0"

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65'-0"R

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13'-1

0"

18'-8"10'-0"

10'-6"

23'-6

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CAR WASHSAND FILTER

TRANSFORMER

BACKFLOWPREVENTER

10'-0

"

12'-0"

21'-7

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19'-8

"

6'-0"

20'-0"

30'-0"

R21'-8

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R21'-31 2"

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16'-6"30'-0"16'-6"

2'-7" 2'-0"

9'-0

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R35

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28'-0"

RETENTION BASIN

EXISTINGSIDEWALK

NEWMONUMENTSIGN

NEW SITE WALLMATCH EXISTING ARCO

NEW LARGE TREESTO SHEILD CARWASH OPENING

EXISTING LANDSCAPE

EXISTING LANDSCAPE

EXISTING LANDSCAPE

EXISTINGLANDSCAPE

EXISTING MATURE TREESBUFFERING SOUTH SITEAND SITE WALL

PROPOSEDPARKING

B.S. 53'-0"

EXISTINGACCESSIBLESIDEWALK

EXIST CAR WASHTO BE REMODELEDFOR STORAGE

NEW TREESIN ISLANDSEXIST.

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ARCO

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NEWMONUMENTSIGN

R22'-3"

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PATIO

5' HIGHGARDEN/NOISEABATEMENTWALL

NEW TREES BUFFERINGSOUTHWEST SITE ANDNEW SITE WALL - LOT 2

5'-0" 6'-2"

EXIST TREESAND SITE WALL - LOT 1

PDP1

DEVELOPMENT PLAN

NORTH

18 PROJECT DATA

6/20/1

8

SCOPE OF WORK LINE

23 VICINITY MAP

NORTH

N.T.S.

T1SR5ES28

SITE

CHANDLER HEIGHTS ROAD

RIGGS ROAD

ALM

A S

CH

OO

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1795915-01

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MAY 22, 2018CITY APPROVALS 24

1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM WITH ALL APPLICABLE CODES ANDORDINANCES.2. THIS PROJECT IS LOCATED IN THE CITY OF CHANDLER WATER SERVICE AREA AND HASBEEN DESIGNATED AS HAVING AN ASSURED WATER SUPPLY.3. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDERGROUND.4. STRUCTURES AND LANDSCAPING WITHIN A TRIANGLE MEASURED BACK 10' FROM THEPROPERTY LINE AND 20' ALONG THE PROPERTY LINE ON EACH SIDE OF THE DRIVEWAYENTRANCES WILL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3 FT.5. ANY LIGHTING WILL BE PLACED SO AS TO DIRECT LIGHT AWAY FROM ADJACENTRESIDENTIAL DISTRICTS AND WILL NOT EXCEED ONE FOOT CANDLE AT THE PROPERTYLINE. NO NOISE, ODOR, OR VIBRATION WILL BE EMITTED AT ANY LEVEL EXCEEDING THEGENERAL LEVEL OF NOISE, ODOR, OR VIBRATION EMITTED BY USES IN THE AREAOUTSIDE OF THE SITE.6. OWNERS OF PROPERTY ADJACENT TO PUBLIC RIGHTS-OF-WAY WILL HAVE THERESPONSIBILITY FOR MAINTAINING ALL LANDSCAPING LOCATED WITHIN THERIGHTS-OF-WAY, IN ACCORDANCE WITH APPROVED PLANS.7. THE EXISTING STRUCTURES MUST COMPLY WITH THE CHANGE OF OCCUPANCYPROVISIONS IN THE CITY CONSTRUCTION CODE PRIOR TO USE.8. AFTER FINAL APPROVAL THE PROJECT WILL BE INSPECTED FOR ZONING COMPLIANCEDURING CONSTRUCTION AND PRIOR TO OCCUPANCY. THE APPLICANT IS TO NOTIFY PDDPRIOR TO OCCUPANCY TO ARRANGE FOR INSPECTIONS.10. ALL ROOFTOP EQUIPMENT AND SATELLITE DISHES SHALL BE SCREENED TO THE HEIGHT OF THE TALLEST EQUIPMENT.

11. ALL SERVICE AREAS SHALL BE SCREENED TO CONCEAL TRASH CONTAINERS, LOADINGDOCKS, TRANSFORMERS, BACKFLOW PREVENTERS AND OTHER MECHANICAL ORELECTRIC EQUIPMENT FROM EYE LEVEL ADJACENT TO PUBLIC STREETS.12. BARBED, RAZOR, OR CONCERTINE WIRE (OR SIMILAR) SHALL NOT BE USED ON THIS SITEWHERE VISIBLE FROM PUBLIC STREETS OR ADJACENT RESIDENTIAL AREAS.13. ALL SIGNAGE REQUIRES A SEPARATE REVIEW AND PERMIT.14. SMOKE, GAS AND ODOR EMISSIONS SHALL COMPLY WITH REGULATION III OF THEMARICOPA COUNTY AIR POLLUTION CONTROL RULES AND REGULATIONS.15. THE DISPOSAL OF ALL WASTE MATERIALS SHALL COMPLY WITH TITLE 9, CHAPTER 9,ARTICLES 18 AND 4 OF THE HAZARDOUS WASTE REGULATIONS AS ADOPTED BY THEARIZONA HEALTH DEPARTMENT.16 THE AVERAGE NOISE LEVEL, MEASURED AT THE PROPERTY LINE, SHALL NOT EXCEED 55dB (1 dn) WHEN MEASURED ON AN "A WEIGHTED" SOUND LEVEL METER AND ACCORDINGTO THE PROCEDURES OF THE ENVIRONMENTAL PROTECTION AGENCY.17. ALL NEW SANITARY LINES WITHIN THE SITE SHALL BE PRIVATE PLUMBING LINES SUBJECTTO THE PLUMBING CODE OR THE ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY(ADEQ) AQUIFER PROTECTION PROGRAM (APP) GENERAL PERMIT 4.01 IN ACCORDANCEWITH ARIZONA ADMINISTRATIVE CODE TITLE 18, CHAPTER 9, SECTION E301 (AACR18-9-E301) WHICHEVER IS APPLICABLE.18. THE SANITARY SEWER COLLECTION SYSTEM WITHIN THIS PROJECT WILL BE A PRIVATESYSTEM, OWNED AND MAINTAINED BY THE PROPERTY OWNER(S) OR ASSOCIATION. THESYSTEM WILL BE REVIEWED AND INSPECTED BY THE BUILDING SAFETY SECTION OF THEPLANNING AND DEVELOPMENT SERVICES DEPARTMENT.19. ALL ON-SITE WATER LINES SHALL BE PRIVATE PLUMBING LINES SUBJECT TO THEPHOENIX PLUMBING CODE.20. LANDSCAPING SHALL BE MAINTAINED BY A PERMANENT AND AUTOMATIC IRRIGATIONSYSTEM TO MINIMIZE MAINTENANCE AND WATER CONSUMPTION.21. ALL ONSITE ACCESSIBLE SIDEWALKS SHALL BE A MINIMUM OF 3 FEET AND 0 INCHESWIDE AND HAVE A MAXIMUM SLOPE OF 1:20 WITH A MAXIMUM CROSS SLOPE OF 1:50. ALLCURBS MUST PROVIDE ACCESSIBLE RAMPS PURSUANT TO THE AMERICANS WITHDISABILITIES ACT (ADA) STANDARDS.

GENERAL NOTES19

FURNISH AND INSTALL CONCRETE FOOTINGS AND ANCHOR BOLTS FOR THEFOLLOWING ITEMS:1. PREVIEW MENU BOARD2. ORDER MENU BOARD3. SPEAKER POST/ORDER CONFIRMATION SYSTEM (OCS)4. DIRECTIONAL SIGNAGE (MINIMUM 3 PER STORE)5. DT ENTRY BEACON SIGN6. HEIGHT RESTRICTION BAR7. TENANT'S DEDICATED MONUMENT SIGN/PYLON SIGN, IF APPLICABLE.8. ORDER MENU BOARD SHROUD/CANOPY - PORTAL ENCLOSURE.

SITE CONCRETE NOTES

PROVIDE PAD CONSTRUCTED OF 6" THICK, REINFORCED WITH WELDED WIRE MESHAND CONCRETE. THE WIDTH OF THE PAD SHALL BE THE WIDTH OF THE DRIVE-THRULANE OR NO LESS THAN 12' WIDE AND THE LENGTH SHALL EXTEND 18'.

PROVIDE TWO (2) AREAS OF CONCRETE PAVING:1. THE WIDTH OF THE DRIVE-THRU LANE OR NO LESS THAN 12' WIDE AND THELENGTH SHALL EXTEND FROM ENTRY TO DRIVE THRU LANE (COORDINATE ASINDICATED ON TENANT'S DESIGN DRAWINGS) TO 16' BEYOND THIS POINT.2. THE WIDTH OF THE DRIVE THRU LANE OR NO LESS THAN 12' WIDE AND THELENGTH SHALL EXTEND 8' IN EITHER DIRECTION FROM THE CENTERLINE OF THEORDER CONFIRMATION SYSTEM (OCS). DRIVE-THRU LANE SHOULD BE

CONCRETE OR COLORED BLACK CONCRETE TO MATCH ASPHALT.

FURNISH AND INSTALL 6" DIAMETER STEEL PIPE BOLLARDS, FILLED WITH CONCRETE,PAINTED AND LOCATED PER LANDLORD'S CONSTRUCTION DOCUMENTS.

DT GENERAL NOTES20

EXISTING FIRE HYDRANT

EXISTING POWER POLE (& GUY WIRE)

EXISTING STREETLIGHT

NEW LIGHT POLE

NEW TRANSFORMER

NEW CONCRETE PAVEMENT

OVERHEAD ELECTRIC (POWER LINES)

ACCESSIBLE PARKING SIGNAGE

PROPERTY BOUNDARY

WORK TO BE DEMOLISHED

NEW CONCRETE CURB

NEW MASONRY WALL

EXISTING PARKING LOTLIGHT POLE

ACCESSIBLE ROUTE

BUILDING ENTRANCE

LEGEND22

1 MASTER DEVELOPMENT PLAN

1. ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPE AND SITE CLEANUP, MUST BECOMPLETED PRIOR TO CERTIFICATE OF OCCUPANCY FOR ANY BUILDING WITHIN APHASE.2. ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE FULLY SCREENED BY PARAPETWALLS EQUAL TO, OR GREATER THAN, THE HIGHEST POINT ON THE MECHANICALEQUIPMENT.3. SOLID MASONRY WALLS AND GATES EQUAL TO, OR GREATER THAN , THE HIGHEST POINTON THE MECHANICAL EQUIPMENT SHALL SCREEN ALL GROUND MOUNTED MECHANICALEQUIPMENT.4. ALL EXTERNAL LIGHTING SHALL BE LOCATED AND DESIGNED TO PREVENT RAYS FROMBEING DIRECTED OFF OF THE PROPERTY UPON WHICH THE LIGHTING IS LOCATED.5. THE FIRE DEPARTMENT DOUBLE CHECK ASSEMBLY SHALL BE PAINTED TO MATCH THEADJACENT WALL COLOR.6. SIGNS REQUIRE SEPARATE PERMIT.7. THERE SHALL BE NO OBSTRUCTION OF SITE SIGNAGE BY LANDSCAPE PLANT MATERIAL,AND THAT SUCH MUST BE RELOCATED/CORRECTED BEFORE THE FIELD INSPECTION WILLACCEPT/PASS THE SIGN IN THE FIELD OR ISSUE A CERTIFICATE OF OCCUPANCY FOR APROJECT.8. ALL TRANSFORMERS BOXES, METER PANELS AND ELECTRIC EQUIPMENT, BACKFLOWDEVICES OR ANY OTHER UTILITY EQUIPMENT NOT ABLE OR REQUIRED TO BE SCREENEDBY LANDSCAPING OR WALLS, SHALL BE PAINTED TO MATCH THE BUILDING COLOR.9. ALL WALLS OVER 7' IN HEIGHT, SITE LIGHTING, SIGNAGE, REMADAS AND SHADESTRUCTURES REQUIRE SEPARATE SUBMITTAL AND PERMITS.

CODE COMPLIANCE21

PROJECT ADDRESS: 5050 SOUTH ARIZONA AVENUECHANDLER, ARIZONA 85248

EXISTING ZONING: PADPROPOSED ZONING: NO CHANGE REQUESTED

LEGAL DESCRIPTION: SEE CIVIL PLANS

PARCEL NO. (APN): 303-52-963

EXISTING PARCEL NET AREA: 92,426 SF (2.12 AC)

PROPOSED BUILDING AREA RETAIL: 7,200 SFPROPOSED CANOPY AREA CARWASH: 3,700 SFTOTAL BUILDING AREA: 10,900 SF

PROPOSED LOT COVERAGE: (0.117) 11%

ALLOWABLE BUILDING HEIGHT: 40'-0"PROPOSED BUILDING HEIGHT: VARIES (20'-0" / 30'-0")

THIS PROJECT IS THE NEW CONSTRUCTION ON LOT 2 OF AN EXISTING MASTERDEVELOPMENT - 'OCOTILLO CROSSING'. A 7,200 SF RETAIL BUILDING CONSISTINGOF FOUR TENANTS, ONE BEING A RESTAURANT WITH DRIVE THRU SERVICE, ANDA 3,700 SF NEW CAR WASH BUILDING CONSISTING OF A CAR WASH TUNNEL,MECHANICAL ROOM, OFFICE AND RESTROOM. THERE WILL BE SELF SERVICEVACUUM STALLS UNDER A SHADE CANOPY. THE NEW BUILDING WILL HAVEARCHITECTUAL STYLING THAT COMPLIMENTS THE BUILDING ON LOT 2 OF THEEXISTING DEVELOPMENT, WITH MATERIALS, COLOR PALETTE AND DETAILING.

DESCRIPTION:

ACCESSABLE PARKING PROVIDED FOR CAR WASH BUILDIING: 1 SPACE

PARKING REQUIRED:

CAR WASH - 2 SPACES PLUS OTHER USESRETAIL - 1 SPACE PER 250 SFRESTAURANT - 1 SPACE PER 50 SFPLUS 1 SPACE FOR 200 SF OF PREP AREA

PARKING PROVIDED:

CAR WASH: 3,700 SF TOTAL2 SPACES20 VACUUM SPACES0 DETAIL SPACES

22 SPACES TOTAL PROVIDED 2 SPACES TOTAL REQUIRED

SHOPS BLDG: 7,200 SF TOTALRETAIL 5,000 SF / 250 = 20 SPACESRESTAURANT + PATIO(2,200 SF + 500 SF) x 0.65 = 1,755 SF

1000 / 50 = 20 SPACES (DINING)755 / 200 = 4 SPACES (KITCHEN)

TOTAL PARKINGRETAIL = 20 SPACES REQUIREDRESTAURANT = 24 SPACES REQ'DCAR WASH = 2 SPACES REQ'D

46 SPACES TOTAL REQUIRED48 SPACES TOTAL PROVIDED

GENERAL SITE DATA:

SHOPS BUILDING:

OCCUPANCY: (SEC. 303) GROUP A-2 RESTAURANTGROUP M RETAIL

CONSTRUCTION TYPE: V-B FULLY SPRINKLERED

BUILDING AREA: 7,200 SF

BUILDING DATA:

PARKING DATA:

ACCESSABLE PARKING PROVIDED FOR NEW SHOPS BUILDIING: 4 SPACES

CAR WASH:

OCCUPANCY: GROUP B CAR WASH

CONSTRUCTION TYPE: V-B SPRINKLERED

BUILDING AREA: 3,700 SF

1NEIGHBORHOODMEETING 06.20.18

THE CORE CHANDLERUNDER CONSTRUCTION | 2019

Class A Multi-Family220 units | 12.60 acres

SITE