7015 S HARL AVENUE PRESENTED BY TEMPE, ARIZONA 85283

7015 S HARL AVENUETEMPE, ARIZONA 85283

±27,755 SF FREESTANDING INDUSTRIAL BUILDING | ±3,168 SF FRESH OFFICE REMODEL | MOVE-IN READY

All information contained herein is subject to prior sales and leasing. This information has been secured from sources we believe to be reliable, but we make no representation or warranties, expressed or implied, as to the accuracy of this information.

FOR MORE INFORMATION, PRICING OR TO SCHEDULE A SHOWING CONTACT RANDY SHELL JOHN QUATRINI SUZANNE ENRIGHTC 480.694.4100 C 602.859.0506 C [email protected] [email protected] [email protected]

Main: 480.443.3992www.shellcommercial.com16410 N 91st St. | Suite 112Scottsdale, AZ 85260

PRESENTED BY

FOR SALE $3,485,000


• ±3,168 SF Office | Fresh Remodel • Fresh Break Room w/ New Cabinets & Appliances • ±24,587 SF Evap Warehouse | Freshly Painted• LGE Masonry Block Construction in 1996• 9 Bay Doors 12’x14’ | 16’ Clear Height• Power: One 1,200 Amp Panel | 277/480V and One 800 Amp Panel | 277/480V• Cox High Speed Internet Services Available• ±1.65 Acre Lot | Large Secured Fenced Yard• Up to 91 Parking Spaces including 4 Handicap• New Seal Coat & Striping Underway• Zoned “GID” General Industrial, City of Tempe • Ready for Immediate Occupancy!

FEATURES

6017

10

51

60

10

1014317

EASY ACCESS TO I-10, I-17, U.S. 60, LOOP 101& PHOENIX SKY HARBOR AIRPORT

7015 S HARL AVENUE | TEMPE, AZ 85283



UP

F.D.

UP

113A

L.T.

@

4'-2 1/2"


UP

F.D.

UP

113A

L.T.

@

4'-2 1/2"

WAREHOUSE±24,587 SF

DN

DN

±3,072 SF

±3,168 SF

HA

RL A

VE

NOT INCLUDED IN SF

NOT TO SCALEAll information furnished regarding property for sale, rental or financing is from sources deemed reliable, but no warranty or representation is made to the accuracy thereof and same is submitted to errors, omissions, change of price, rental or other conditions, prior to sale, lease or financing or withdrawal without notice. No liability of any kind is to be imposed on the broker herein. This information has been secured from sources deemed reliable, however, we make no warranties as to its accuracy.

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NOT FOR CONSTRUCTIONOR RECORDING

P R E L IMINA R Y

S 89° 49' 00" W 342.00'

N 89° 25' 02" E 202.00'N 89° 25' 02" E 125.00'

S 0

0° 0

2' 5

8" E

185

.0'

N 0

0° 0

2' 5

8" W

2

00.0

'

SI T E PL A N 0' 10' 20' 40' 50'SC A L E : 1" = 20' NOR T H

P.P. P.P.

F.H.

140.00' 202.00'

EXISTING ADJACENT BUILDING

F.H.

N 44 ° 41' 0

2" E

21.31' .

CENTERLINE OF HARL AVE.

PROPERTY LINE

SITE SCREEN WALL (3'- 0" ABOVE TOP OF NEARESTPARKING GRADE)

PARKING AREA

TOP OF WALL BEYOND

WALL OF BUILDING

BLD'G F.F.

STREET CURB

114 SI T E SE C T I ON SC A L E : 1" = 20'

25'-1

0 1

/8"

24'-0

"

REFER TO CITY ENGINEERAPPROVED PLAN FOR SIZE,

LOCATION & DETAILS OFTRASH ENCLOSURE1

24'-0

"

16'-0" 23'-0" 16'-0" 18'-0" 23'-0" 18'-0"

15'-0

"14

4'-0

"41

'-0"

194'-0"2'25'- 0" 2'

25'-0

"

23'- 0"

18'-0

"23

'-0"

29'-1

1 7

/8"

19'-1

1 7

/8"

33'-0

"

30'-0"33'- 10"

30'-0"

30'-0" 16'- 4"

9'-2

"

8'-2

"

16'-0

"2'

5'

9'-11 7/8"

23'-0"

R.W.

7'-0" 14'-6" 8'-0" 8'-0"

21'- 4"15'-4"

15'-0

"

14 @

8'-

6" =

119

'- 0

"

12 @

8'-

6" =

102

'- 0

"8'

-0"

8'-0

"8'

- 0"

7 @ 8'- 6" = 59'- 6" 24 @ 8'- 6" = 204'- 0"

26'- 10"

10'-

0"

±13

@ 8

'- 6"

= 1

10'-

6"

17 @

8'-

6" =

144

'- 6

"10

'- 0

" ±

18'-7

7/8

"

12'-

0"

22'-

0"

10'-

8"

35'-

4"

10'-

8"

30'-

0"

24'- 0"

7'-4"

7'-4"

2'- 0"

14'-0"15'-0

"

32'- 4"

6'- 0"

11'-6"

93'- 0"

7'-4"

18'-0

"8'-0"

14

14

24

MINERAL ROAD

HA

RL A

VE

7

DECORATIVEMASONRY WALLSEE DETAIL 115

14

18

GATE

REFUSE

GATE

/WALL

FUTURE PARKINGCOVER

NEW DRIVE

NEW DRIVE

4' ±

EXISTING WALL

8' P.U.E.

8' P

.U.E

.

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

BIKE RACK FORSEVEN (7) BIKES

EXIST. WALL

R.W

.

WALL

6" EXTRUDEDCONC. CURB, TYP.



1

2'-8

"

SINGLE SCOREC.M.U. EACH FACE

MORTAR CAP

111

8'-

0"

SINGLE SCOREC.M.U.

MORTAR CAP

115

SONORAC.M.U.

MATCH BUILDINGCOLOR, TYP.

116

8'-0

"8'

-0"

8'-

0"

16'-0" 2'-0"

8'-0"8'-0"14'- 6"

17'-1

1 7

/8"

PLAN

102 103

6 x 6 EXTRUDED CONCRETECURB W/ EXPOXY CEMENT

PAVING OVER A.B.C. BASE PER PLAN

6"

6"

PAVING OVER ABC BASEAS PER PLAN

#4 CONT. TOP & BOTTOM

5" CONC. SLAB ON 5" ABC

6"

8"6"

11 7

/8"

6"

4" CONC. WALK ON 4" A.B.C.

PAVING OVER A.B.C. PER PLAN

6" 6"

105

TOOLED EDGE

FINISHED GRADE

6 1/8"

8"


104

8"

110 113

PAINTED 6" Ø STL. PIPEFILLED W/ CONC.

CONC. SLAB SEE PLAN FOR THICKNESS

CONC. FOOTING

1'-6"

3'-6

"2'

-6"

116

6'-0

"

8"

8'-0

"

8"

SONORA C.M.U. MASONRYBLOCK


SINGLE SCORE C.M.U. MASONRYBLOCK


8 5/

8"

3" 3" 3" 3"

1" 1" 1"

1"


1 1

FINISH GRADE, SEECIVIL DRAWINGSFOR GRADE ELEVATIONS

NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS

106

107NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS

STRIPING PERCITY REQ'MNTS

108

1086" EXTRUDED CONC. CURB, TYP.

4" CONC. SIDEWALK

104

ACCESSIBLE PARKING SPACESIGN PER DETAIL 109, TYP. OF 2



GATE WHEEL STOP,TYP.

C.M.U. SITE WALL

109

1"2"

2"6"

1"

1/2"

1"

1/2"

2 1/

4"

1 1/2"

1"

1/2"

1"

1/2"

1/2"

6" HIGHFIGURE

5 1/4" WIDE

1/8" BORDER

BLUE COPYWITH WHITEBACKGROU

ND POST IN GROUND

2'-

0"

1'- 0"

3/16"

108

3'-4"

3'-9

"

POURED IN PLACE CONC.

ANCHOR RACK PERMANUFACTURER INSTRUCTIONS

112

3' BICYCLE RACK - MODEL#MP-4106 AS MANUFACTUREDBY ARIZONA CORRECTIONALINDUSTRIES - ANCHOR TOCONCRETE SLAB

SEE PLAN

W.I. GATE W/ 5" WIDEMETAL SLATS AT 6"

O.C.

G AT E E L E VAT I O N

HEI

GH

T T

O M

ATC

H A

DJA

CEN

TM

ASO

NRY

WA

LL (8

'- 0

" TY

P.)

PICKETS 6" O.C.

5" WIDE METALSLATS 6" O.C.

PARTIAL ELEVATION

PLAN VIEW

2"

NOTE: O.C. SPACING IS APPROXIMATE SLATS AND PICKETS SHALL BE EQUALLY SPACED W/ 1" ± SPACE BETWEEN SLATS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DRAWINGS AND OR STRUCTURAL CALCULATIONS REQUIRED BY THE CITY OF TEMPE FOR BUILDING PERMIT

HA

RL A

VE

MINERAL RD

FLOOR PLAN

SITE PLAN

MEZZANINESTORAGE

±27,755 SF

17 17

10

1060

10


W BASELINE RD

S PRIEST DR

W GUADALUPE RD

W ELLIOT RD

143

LOOP202

LOOP202

LOOP202


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by:

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n fro

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draw

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or a

ny a

ccom

pany

ing s

peci

-fic

atio

ns w

ithou

t writ

ten

cons

ent o

f th

e arc

hite

ct

no.

date

revi

sion

sby

draw

n by

: gdb

date

7/2

/96

chec

ked b

y

appr

oved

by

chec

ked b

ych

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appr

oved

by

appr

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by

date

date

date

date

date

date

4636

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ity

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IFI T RE

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7799

J. J

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18/

26/9

6ci

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6ow

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evis

ions

ml

NOT FOR CONSTRUCTIONOR RECORDING

P R E L IMINA R Y

S 89° 49' 00" W 342.00'

N 89° 25' 02" E 202.00'N 89° 25' 02" E 125.00'

S 0

0° 0

2' 5

8" E

185

.0'

N 0

0° 0

2' 5

8" W

2

00.0

'

SI T E PL A N 0' 10' 20' 40' 50'SC A L E : 1" = 20' NOR T H

P.P. P.P.

F.H.

140.00' 202.00'

EXISTING ADJACENT BUILDING

F.H.

N 44 ° 41' 0

2" E

21.31' .

CENTERLINE OF HARL AVE.

PROPERTY LINE

SITE SCREEN WALL (3'- 0" ABOVE TOP OF NEARESTPARKING GRADE)

PARKING AREA

TOP OF WALL BEYOND

WALL OF BUILDING

BLD'G F.F.

STREET CURB

114 SI T E SE C T I ON SC A L E : 1" = 20'

25'-1

0 1

/8"

24'-0

"

REFER TO CITY ENGINEERAPPROVED PLAN FOR SIZE,

LOCATION & DETAILS OFTRASH ENCLOSURE1

24'-0

"

16'-0" 23'-0" 16'-0" 18'-0" 23'-0" 18'-0"

15'-0

"14

4'-0

"41

'-0"

194'-0"2'25'- 0" 2'

25'-0

"

23'- 0"

18'-0

"23

'-0"

29'-1

1 7

/8"

19'-1

1 7

/8"

33'-0

"

30'-0"33'- 10"

30'-0"

30'-0" 16'- 4"

9'-2

"

8'-2

"

16'-0

"2'

5'

9'-11 7/8"

23'-0"

R.W.

7'-0" 14'-6" 8'-0" 8'-0"

21'- 4"15'-4"

15'-0

"

14 @

8'-

6" =

119

'- 0

"

12 @

8'-

6" =

102

'- 0

"8'

-0"

8'-0

"8'

- 0"

7 @ 8'- 6" = 59'- 6" 24 @ 8'- 6" = 204'- 0"

26'- 10"

10'-

0"

±13

@ 8

'- 6"

= 1

10'-

6"

17 @

8'-

6" =

144

'- 6

"10

'- 0

" ±

18'-7

7/8

"

12'-

0"

22'-

0"

10'-

8"

35'-

4"

10'-

8"

30'-

0"

24'- 0"

7'-4"

7'-4"

2'- 0"

14'-0"15'-0

"

32'- 4"

6'- 0"

11'-6"

93'- 0"

7'-4"

18'-0

"

8'-0"

14

14

24

MINERAL ROAD

HA

RL A

VE

7

DECORATIVEMASONRY WALLSEE DETAIL 115

14

18

GATE

REFUSE

GATE

/WALL

FUTURE PARKINGCOVER

NEW DRIVE

NEW DRIVE

4' ±

EXISTING WALL

8' P.U.E.

8' P

.U.E

.

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

BIKE RACK FORSEVEN (7) BIKES

EXIST. WALL

R.W

.

WALL




1

2'-8

"

SINGLE SCOREC.M.U. EACH FACE

MORTAR CAP

111

8'-

0"

SINGLE SCOREC.M.U.

MORTAR CAP

115

SONORAC.M.U.

MATCH BUILDINGCOLOR, TYP.

116

8'-0

"8'

-0"

8'-

0"

16'-0" 2'-0"

8'-0"8'-0"14'- 6"

17'-1

1 7

/8"

PLAN

102 103

6 x 6 EXTRUDED CONCRETECURB W/ EXPOXY CEMENT

PAVING OVER A.B.C. BASE PER PLAN

6"

6"

PAVING OVER ABC BASEAS PER PLAN

#4 CONT. TOP & BOTTOM

5" CONC. SLAB ON 5" ABC

6"

8"6"

11 7

/8"

6"


PAVING OVER A.B.C. PER PLAN

6" 6"

105

TOOLED EDGE

FINISHED GRADE

6 1/8"

8"


104

8"

110 113

PAINTED 6" Ø STL. PIPEFILLED W/ CONC.

CONC. SLAB SEE PLAN FOR THICKNESS

CONC. FOOTING

1'-6"

3'-6

"2'

-6"

116

6'-0

"

8"

8'-0

"

8"





8 5/

8"

3" 3" 3" 3"

1" 1" 1"

1"


1 1

FINISH GRADE, SEECIVIL DRAWINGSFOR GRADE ELEVATIONS

NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS

106

107NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS


108

1086" EXTRUDED CONC. CURB, TYP.

4" CONC. SIDEWALK

104




GATE WHEEL STOP,TYP.

C.M.U. SITE WALL

109

1"2"

2"6"

1"

1/2"

1"

1/2"

2 1/

4"

1 1/2"

1"

1/2"

1"

1/2"

1/2"

6" HIGHFIGURE

5 1/4" WIDE

1/8" BORDER

BLUE COPYWITH WHITEBACKGROU

ND POST IN GROUND

2'-

0"

1'- 0"

3/16"

108

3'-4"

3'-9

"

POURED IN PLACE CONC.

ANCHOR RACK PERMANUFACTURER INSTRUCTIONS

112

3' BICYCLE RACK - MODEL#MP-4106 AS MANUFACTUREDBY ARIZONA CORRECTIONALINDUSTRIES - ANCHOR TOCONCRETE SLAB

SEE PLAN

W.I. GATE W/ 5" WIDEMETAL SLATS AT 6"

O.C.

G AT E E L E VAT I O N

HEI

GH

T T

O M

ATC

H A

DJA

CEN

TM

ASO

NRY

WA

LL (8

'- 0

" TY

P.)

PICKETS 6" O.C.

5" WIDE METALSLATS 6" O.C.

PARTIAL ELEVATION

PLAN VIEW

2"

NOTE: O.C. SPACING IS APPROXIMATE SLATS AND PICKETS SHALL BE EQUALLY SPACED W/ 1" ± SPACE BETWEEN SLATS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DRAWINGS AND OR STRUCTURAL CALCULATIONS REQUIRED BY THE CITY OF TEMPE FOR BUILDING PERMIT

7015 S HARL AVENUE PRESENTED BY TEMPE, ARIZONA 85283

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Transcript of 7015 S HARL AVENUE PRESENTED BY TEMPE, ARIZONA 85283