LEASE, GROUND LEASE OR BUILT TO SUIT

8767 E. Via de VenturaSuite 290Scottsdale, AZ 85258

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JAKE [email protected]

LEASE , GROUND LEASE OR BUILT TO SUITLEASE , GROUND LEASE OR BUILT TO SUITNWC Baseline & 48th St.7442 S. 48th St., Phoenix, AZ 85042

FOR LEASE, GROUND LEASE OR BTS

3,000 SF Existing Building

Hard Corner with Excellent Visibility

One of the Highest Traffic Volume Intersections in Metro Phoenix with Over 80,000 Cars per Day

Three Points of Ingress & Egress

Fast Growing Trade Area Adjacent to I-10

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The information contained herein has been obtained from sources we believe to be reliable, however, Rein & Grossoehme and its agents have not conducted any investigation regarding these matters and make no warranty or representation expressed or implied regarding the accuracy or completeness of the information. Interested parties need to verify any information that is critical to their decision process and bear all risk for inaccuracies. References to square footage or age are approximate.

NN

BASELINE RD

BASELINE RD

48TH ST48TH ST

47,599 CPD

47,599 CPD

63,171 CPD

63,171 CPD

29,600 CPD

29,600 CPD

14,452 CPD

14,452 CPD


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PARCEL 1AREA = 0.66 AC

PARCEL 2AREA = 0.44 AC

31.6'

PARCEL ID NO.: 123-190-001RZONING: C-2

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11.0'

9.5'

18.0'

18.0'

EXISTING SCREENING WALL

EXISTING FIREDEPARTMENT CONNECTION

EXISTING SCREENING WALL

25' B

UIL

DIN

GSE

TBAC

KLA

NDS

CAPE

BUFF

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50' LANDSCAPE BUFFER

PROPOSED 5' WIDE CONCRETE SIDEWALK.SEE DETAIL ON SHEET C6.0. THE SIDEWALKSHALL BE CONSTRUCTED WITH SANDCOLORED CONCRETE.

30.9'

5.0'

29.1'

68.0' 68.0'

25' BUILDING SETBACK

ASPHALT TO ASPHALTINTERFACE DETAIL. SEEDETAIL ON SHEET C2.0

PROPOSED ASPHALT INTERFACE DETAIL.SEE DETAIL ON SHEET C2.0.

PROPOSED DUMPSTERENCLOSURE. SEE DETAIL

ON SHEET C6.0

PROPOSED CONCRETEPAD. SEE DETAIL ON

THIS SHEET.

PROPOSED TYPE A VERTICAL CURB ANDGUTTER. SEE DETAIL ON SHEET C5.0

PROPOSED BOLLARD GUARD POST. SEE

DETAIL ON SHEET C6.0

PROPOSED ADA STRIPPING.SEE DETAIL ON SHEET C7.0.

PROPOSED WHEEL STOP.SEE DETAIL ON SHEET C6.0.

PROPOSED METAL ADA SIGNAND POST. SEE DETAIL ON

SHEET C7.0.

5 LF OF SCREENING WALL TOBE REMOVED AND REPLACEDFOR STORM PIPE INSTALLATION.

PROPOSED CONCRETE FLUME. SEEDETAIL ON SHEET C6.0.

68.0'

7.5'

16.1'

EASEMENT TO BE GRANTEDAS PART OF LOT SPLIT.

30' EASEMENTFOR MUTE TRAIL

PROPOSED ASPHALT INTERFACE DETAIL.SEE DETAIL ON SHEET C2.0.

#

LEGEND

PARCEL BOUNDARY LINE

LANDSCAPE BUFFER LINE

BUILDING SETBACK LINE

PATHWAY FOR ADA ACCESS

PROPOSED BUILDING FOOTPRINT

PROPOSED CONCRETE. SEE DETAIL ON THIS SHEET

PROPOSED ASPHALT. SEE DETAIL ON THIS SHEET

PROPOSED PARKING COUNTER

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SCALE : 1" = 20'

40 20 2010 0

N

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W BEACONCIVIL ENGINEERING

2.5" ASPHALTIC SURFACE COURSE,TYPE SP WITH BINDER

5" CRUSHED CONCRETEBASE, LBR 120 COMPACTED98% MAX. DRY DENSITY BYMODIFIED PROCTOR TEST.

12" STABILIZED SUBGRADE, LBR 40AND COMPACTED TO AT LEAST 98%OF MODIFIED PROCTOR MAX. DRYDENSITY (ASTM D1557) VALUE

PROFILE VIEW

ASPHALT NOTES1. THE ASPHALT SURFACE COURSE SHOULD CONFORM TO THE MOST RECENT

EDITION OF THE ARIZONA DEPARTMENT OF TRANSPORTATION (ADOT).STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION.

2. THE BASE COURSE SHALL BE COMPACTED TO 98% OF THE MODIFIEDPROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY.

3. ASPHALT SHOULD BE COMPACTED TO A MINIMUM OF 93% OF LABORATORYMAXIMUM DESIGN MIX DENSITY DETERMINED FROM SPECIFIC GRAVITYMETHODS WITH IND. TEST TOLERANCE OF +2% AND -1.2% OF DESIGN Gmm.

4. PLASTIC CLAY SHALL NOT BE ALLOWED TO STABILIZE THE SUBGRADE.

ASPHALT PAVEMENT SECTIONN.T.S.

NOTE:LIGHTER TONE INDICATES EXISTING CONDITION

4,000 PSI CONCRETE @ 6" MINIMUM THICKNESSREINFORCED #3 BARS ON 24" CTRS. BOTH WAYS

4" STABILIZED SUBGRADE, LBR 40AND COMPACTED TO AT LEAST

98% OF MODIFIED PROCTOR MAX.DRY DENSITY (ASTM D1557) VALUE

CONCRETE PAVEMENT SECTIONN.T.S.

NOTES1. SUBGRADE SOILS MUST BE DENSIFIED TO AT LEAST 98% MPMDD TO A DEPTH OF AT

LEAST 1-FOOT DIRECTLY BELOW THE BOTTOM OF CONCRETE SLAB.2. THE SURFACE OF THE SUBGRADE SOILS MUST BE SMOOTH, AND ANY DISTURBANCES

OR WHEEL RUTTING CORRECTED PRIOR TO PLACEMENT OF CONCRETE.3. THE SUBGRADE SOILS MUST BE MOISTENED PRIOR TO PLACEMENT OF CONCRETE.4. CONCRETE PAVEMENT THICKNESS SHOULD BE UNIFORM THROUGHOUT, WITH

EXCEPTION TO THE THICKENED EDGES (CURB OR FOOTING).5. THE BOTTOM OF THE PAVEMENT SHOULD BE SEPARATED FROM THE ESTIMATED

SHWT LEVEL BY AT LEAST 24 INCHES.6. SLAB THICKNESS FOR STANDARD DUTY CONCRETE PAVEMENTS ARE BASED ON (1)

THE SUBGRADE SOILS DENSIFIED TO AT LEAST 98% MPMDD, (2) MODULUS OFSUBGRADE REACTION (K) EQUAL TO 150 PCI, (3) A 30-YEAR DESIGN LIFE, AND (4)TOTAL EQUIVALENT 18 KIP SINGLE AXLE LOADS (ESAL) OF 45,000.

7. MAXIMUM CONTROL JOINT SPACING SHALL BE 10'x10'.SITE PLAN

SITE INFORMATION:

PROPERTY OWNER PREPARED BYEMAS FAMILY TRUST NAME: TROY CARTERPO BOX 1207 EMAIL: [email protected], CA 91743 PHONE: [email protected]

1. SITE DATATOTAL SITE AREA: 19,153 SF / 0.44 ACPARCEL #'s: 123-19-001PEXISTINGING USE: VACANTPROPOSED USE: TAKE 5 OIL CHANGEFLOOD ZONE: ZONE "X" PER FEMA FIRM PANEL

NUMBER: 04013C2240L, DATED 10/16/2013ZONING: C-2ZONING (ADJACENT NORTH): C-2ZONING (ADJACENT SOUTH): C-2FUTURE LAND USE: COMMERCIALFUTURE LAND USE (ADJACENT NORTH): COMMERCIALFUTURE LAND USE (ADJACENT SOUTH): COMMERCIAL

CONSTRUCTION TYPE: TYPE V-BSIZE: 1,421 SFBUILDING HEIGHT: REQUIRED: 30' PROVIDED: 19'-10"NUMBER OF STORIES: REQUIRED: MAX. 2 PROVIDED: 1LOT COVERAGE REQUIRED: MAX. 50% PROVIDED:7.4%CASE NUMBER: Z-35-94LOT SALES: NO (LEASE)

2. SETBACKSBUILDING: REQUIRED PROVIDEDNORTH 0' 89.3'EAST 25' 25'SOUTH 25' 95.6'WEST 0' 0.75'

LANDSCAPE BUFFERNORTH 0' 0'EAST 25' 25'SOUTH 50' 50'WEST 0' 0'

3. PARKING DATAPARKING REQUIRED: 2 SPACE PER BAY

3 X 2 = 6 SPACESPARKING PROVIDED: 1 ADA SPACE

3 BAY SPACES5 REGULAR SPACES

TOTAL: 9 SPACES

APPROVAL STAMP

PAPP 2011156KIVA 19-4199

BZU 6/24/2020

CASE NO. Z-35-94 STIPULATION1. THAT AN AVERAGE LANDSCAPE SETBACK OF 50 FEET WILL BE PROVIDED ALONG BASELINE ROAD AS

MEASURED FROM THE PROPERTY LINE.2. THAT TWO ROWS OF 2 12 INCH CALIPER SIZE TREES AND LARGE AREAS 0F FLOWERS BE PLANTED ALONG

BASELINE ROAD 20 FEET ON CENTER OR IN EQUIVALENT GROUPINGS AS APPROVED BY THEDEVELOPMENT SERVICES DEPARTMENT.

3. THAT AN EQUESTRIAN AND/OR BIKE TRAIL BE PROVIDED AND MAINTAINED ALONG BASELINE THELOCATION OF WHICH IS TO BE DETERMINED BY THE DEVELOPMENT SERVICES AND PARKS RECREATIONAND LIBRARY DEPARTMENT

4. THE SIGNAGE WILL BE EXTERNALLY LIGHTED AND LOW PROFILE MONUMENT STYLE DESIGN EXCEPT THATA MAXIMUM OF 2 INTERNALLY LIGHTED LOW PROFILE MONUMENT STYLE SIGNS SHALL BE PERMITTED FORTHE 7 ELEVEN CONVENIENCE MARKET LOCATED AT THE IMMEDIATE INTERSECTION.

5. THE APPLICANT SHALL DEDICATE SUFFICIENT RIGHT OF WAY TO ACCOMMODATE A COMBINATION TIGHTTURN LANE / BUSBAY ON BASELINE ROAD (MODIFY EXISTING BUSBAY) AND PROVIDE TRANSIT ACCESSORYPAD AND TRANSIT STOP AS APPROVED BY THE DEVELOPMENT SERVICES DEPARTMENT

6. THAT ALL SERVICES DRIVES AND LOADING AREAS SHALL BE SUFFICIENTLY DEPRESSED AND SCREENED TOALLOW SCREENING OF TRUCKS FROM RESIDENTIAL AREAS TO THE NORTH AND WEST AS APPROVED BYTHE DEVELOPMENT SERVICES DEPARTMENT.

7. PEDESTRIAN WALKWAYS SHOULD BE SHADED A MINIMUM OF 50% (75% PER PUBLIC TRANSIT REQUEST).LANDSCAPING CAN BE USED FOR SHADING. MAKE SURE THAT TREE CANOPIES ARE SHADING THESIDEWALKS AND ALL PEDESTRIAN PATHS PER 507 TAB A.II.A.4.2 & 6.1.5, 507 TAB A.II.B.6.1.

8. AN AREA OF 10% OF THE SURFACE PARKING LOT, EXCLUSIVE OF PERIMETER LANDSCAPING AND ALLSETBACKS, MUST BE LANDSCAPED PER 507 TAB A.II.A.6.1.1 & 6.1.2. LANDSCAPING SHALL BE DISPERSEDTHROUGHOUT THE PARKING AREA. LANDSCAPE PLANTERS FOR TREES IN PARKING LOTS SHALL BE AMINIMUM OF 5 FEET WIDE (INSIDE DIMENSION).

SITE NOTES:

1. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTINGING IMPROVEMENTS AND TREES ANDOTHER DEBRIS WITHIN THE LIMITS OF THE WORK FROM THE SITE. ON SITE BURIAL OF TREES AND OTHERDEBRIS WILL NOT BE ALLOWED. THERE ARE NO KNOWN INERT BURY PITS ON THE SITE AND NONE WILL BEALLOWED DURING THE CONSTRUCTION OF THE PROJECT.

2. ALL WORK SHALL COMPLY WITH ALL GOVERNING JURISDICTIONS, STATE OF ARIZONA, AND FEDERALCODES AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HISEXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER.

3. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRESATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES.

4. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE OWNERPRIOR TO USE.

5. ALL WORK PERFORMED ON CITY, COUNTY, AND/OR STATE OR FEDERAL RIGHT-OF-WAY SHALL BE INSTRICT CONFORMANCE WITH APPLICABLE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATEGOVERNING AGENCIES.

6. BASE COURSE MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALLCONFORM TO "STATE OF ARIZONA TRANSPORTATION STANDARD SPECIFICATIONS", CURRENT EDITION.

7. ALL BUILDING DIMENSIONS SHALL BE CHECKED AND COORDINATED WITH THE ARCHITECTURAL PLANSPRIOR TO COMMENCEMENT OF CONSTRUCTION

8. ALL DISTURBED AREAS WITHIN SIDEWALK/ CURB AND GUTTER/ ROAD PAVEMENT SHALL BE RESTORED TOITS ORIGINAL OR BETTER CONDITIONS.

9. ALL DIMENSION ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.10. THE PROPOSED DEVELOPMENT SHALL NOT IMPACT GROUND AND SURFACE WATER FLOWS ADJACENT TO

THE SITE.11. THE PROPOSED DEVELOPMENT SHALL NOT IMPACT ANY FLOODWAYS ADJACENT TO THE SITE.12. ALL SIDEWALKS SHALL HAVE A WIDTH OF 5 FEET, UNLESS OTHERWISE NOTED.13. ALL RADII SHALL BE 3 FEET, UNLESS OTHERWISE NOTED.14. PEDESTRIAN WALKWAYS SHOULD BE SHADED A MINIMUM OF 50% (75% PER PUBLIC TRANSIT REQUEST).

LANDSCAPING CAN BE USED FOR SHADING. MAKE SURE THAT TREE CANOPIES ARE SHADING THESIDEWALKS AND ALL PEDESTRIAN PATHS PER 507 TAB A.II.A.4.2 & 6.1.5, 507 TAB A.II.B.6.1.

15. AN AREA OF 10% OF THE SURFACE PARKING LOT, EXCLUSIVE OF PERIMETER LANDSCAPING AND ALLSETBACKS, MUST BE LANDSCAPED PER 507 TAB A.II.A.6.1.1 & 6.1.2. LANDSCAPING SHALL BE DISPERSEDTHROUGHOUT THE PARKING AREA. LANDSCAPE PLANTERS FOR TREES IN PARKING LOTS SHALL BE AMINIMUM OF 5 FEET WIDE (INSIDE DIMENSION).

16. WATER SUPPLY FOR FIRE PROTECTION AND FIRE HYDRANTS SHALL BE INSTALLED, COMPLETED, AND INSERVICE PRIOR TO COMBUSTIBLES COMING ON TO THE JOBSITE AND THEY SHALL BE MAINTAINED DURINGCONSTRUCTION. THE SITE SHALL COMPLY NFPA-1, CHAPTER 16.4.3.1.

17. CONTRACTOR SHALL REPLACE ANY BROKEN OR OUT-OF-GRADE CURB AND GUTTER, SIDEWALKAND ADA RAMPS (ADJACENT TO THE THE PRPOERTY SITE) IN COMPLIANCE WITH CURRENT ADA STANDARDS.

18. REFER TO THE GEOTECHNICAL EVALUATION REPORT BY WESTERN TECHNOGOLIES INC. DATED 6-18-2020FOR METHODS, MATERIALS AND SPECIFICATIONS FOR SITE WORK.

CITY OF PHOENIX GENERAL SITE PLAN NOTES:1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM WITH ALL APPLICABLE CODES AND ORDINANCES.2. THIS PROJECT IS LOCATED IN THE CITY OF PHOENIX WATER SERVICE AREA AND HAS BEEN DESIGNATED AS

HAVING AN ASSURED WATER SUPPLY.3. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDERGOUND.4. ALL SIGNAGE REQUIRES SEPARATE APPROVALS AND PERMITS.5. ANY LIGHTING WILL BE PLACED SO AS TO DIRECT LIGHT AWAY FROM ADJACENT RESIDENTIAL DISTRICTS

AND WILL NOT EXCEED ONE FOOT CANDLE AT THE PROPERTY LINE. NO NOISE, ODOR, OR VIBRATIONWILL BE EMITTED AT ANY LEVEL EXCEEDING THE GENERAL LEVEL OF NOISE, ODOR, OR VIBRATIONEMITTED BY USES IN THE AREA OUTSIDE OF THE SITE.

6. OWNERS OF PROPERTY ADJACENT TO PUBLIC RIGHTS-OF-WAY WILL HAVE THE RESPONSIBILITY FORMAINTAINING ALL LANDSCAPING LOCATED WITHIN THE RIGHTS-OF-WAY, IN ACCORDANCE WITHAPPROVED PLANS.

6

LANDSCAPING PARKING CALCULATIONSLANDSCAPE AREA 315 SFPAVEMENT AREA 1,213 SFTOTAL PARKING AREA 1,528 SFLANDSCAPING PERCENTAGE 20.6%

KIVA: 19-4199CPGD: 2100360Q.S.: Q1-38


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DEMOGRAPHICS (2019)

Population Estimates1 Mile 14,0473 Mile 97,8455 Mile 283,440

Avg. Household Income1 Mile $60,5683 Mile $67,9085 Mile $75,626

Households1 Mile 5,1483 Mile 38,3475 Mile 107,431

SUBJECT

NN

BROADWAY RDBROADWAY RDPRIE

ST D

RPRIE

ST D

R

48TH

ST

48TH

ST

40TH

ST

40TH

ST

32N

D S

T32N

D S

T

24TH

ST

24TH

ST

MIL

L AV

EM

ILL

AV

E

SOUTHERN AVESOUTHERN AVE

BASELINE RDBASELINE RD

GUADAPLUPE RDGUADAPLUPE RD

ARIZONAARIZONAGRANDGRAND

ARIZONA MILLSARIZONA MILLS

BASELINE RDBASELINE RD


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