PORTLAND PORTAL INDUSTRIAL CENTER - PHASE II...PROJECT DETAILS. BUILDING CONSTRUCTION HIGHLIGHTS • Concrete tilt-up construction • •6” reinforced floors • •TPO 45 mil roof,

NE 172nd Place & NE 170th Place, Gresham, Oregon

1800 SW First Avenue, Suite 650 | Portland OR 97201 | WWW.MACADAMFORBES.COM | 503.227.2500

Rod Brokenshire 503.972.7281 [email protected]

Stu Peterson, SIOR 503.972.7288 [email protected]

FOR MORE INFORMATION, CONTACT:

FOR SALE OR LEASE

PORTLAND PORTAL INDUSTRIAL CENTER - PHASE II

All of the information contained herein was obtained either from the owner or other parties we consider reliable. We have no reason to doubt its accuracy, however we do not guarantee it.

NE 170th

Pl

NE 172nd Pl

NE Sandy Blvd

NE 181st A

ve

SITE

WWW.MACADAMFORBES.COM | 503.227.2500

PROJECT DETAILS

BUILDING CONSTRUCTION HIGHLIGHTS• Concrete tilt-up construction• 6” reinforced floors• TPO 45 mil roof, 15 year warranty• R-20 rigid insulation• ESFR sprinklers


• Skylights• Lighting: T-5, 15 foot candles• Minimum 800 amp, 480 volt, 3-phase power• 30’ clear height• 319 auto parking spaces

• Zoning: GI, City of Gresham• Buildings may be purchased

individually, fee simple, or as a package

• Call for Sale Pricing• Lease Rate: $0.52/$0.95 NNN


SITE PLAN


·

·

·

·

·

·

··


PROPOSED BUILDING A


BUILDING AREA 110,003 SF

LOT SIZE 6.48 Acres

CLEAR HEIGHT 30’

DOCK DOORS 21

GRADE DOORS 2

PARKING 100 auto spaces

POWER 1,200 amp, 480 volt, 3-phase

COMPACTCOMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT

SSSS

SS

SSSS

SSSS

SSSS

SSSS

SSSS

SS SSSS

A10

A10

A9

A9

A8

A8

A7

A7

A6

A6

A5

A5

A4

A4

A3

A3

A2

A2

A1

A1

AF AF

AE AE

AD AD

AC AC

AB AB

AA AA

AA2.10

1

AA2.10

AA2.103

AA2.10

4

2

1AA3.10

2AA3.10

28' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 12' - 6" 13' - 6" 28' - 0"

35' -

0"

60' -

0"

55' -

0"

55' -

0"

55' -

0"

260'

- 0"

26' -

0"

9' -

0"17

' - 0

"26

' - 0

"26

' - 0

"26

' - 0

"26

' - 0

"26

' - 0

"26

' - 0

"26

' - 0

"26

' - 0

"

28' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 52' - 0" 26' - 0" 26' - 0" 26' - 0" 28' - 0"

472' - 0"

35' -

0"

60' -

0"

55' -

0"

55' -

0"

55' -

0"

260'

- 0"

54' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 54' - 0"

26' -

0"

26' -

0"

26' -

0"

26' -

0"

26' -

0"

26' -

0"

26' -

0"

26' -

0"

26' -

0"

26' -

0"

AA2.10 5

C.O.

C.O.

CO

L

OSF

OSFC

OL

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

COL

OSF

6' - 6"15' - 0"

6' - 6"5' - 8" 15' - 0" 5' - 4"

3' -

0"20

' - 0

"3'

- 0"

COL

COL

OSF

5' - 4" 15' - 0"6' - 6"

15' - 0"6' - 6"

DS DS DS DS DS DS DS DS

3' -

0"20

' - 0

"3'

- 0"

3' -

0"20

' - 0

"3'

- 0"

COL

OSF

COL

COL

OSFCO

L

OSF O

SF

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

OSF OSFDS

DS

DS DSDS DS DS DS

3' - 2"3' - 4"

3' - 10"

12' - 0"

4' - 0" 2' - 0"

9' - 0" 4' - 0" 9' - 0"

2' - 0"

2' - 0" 9' - 0" 8' - 10"3' - 4"

2' - 10"

TYP AT GRADE DOOR

26' - 0"

TYP AT DOCK DOOR

26' - 0"

TYP AT MAN DOOR

26' - 0"

2' -

10"

3' -

4"19

' - 1

0"19

' - 1

0"3'

- 4"

19' - 10" 3' - 4" 2' - 10"

19' -

10"

3' -

4"2'

- 10

"19

' - 1

0"3'

- 4"

2' -

10"

ELECTRICALFIRE PUMP

FUTU

RE

DEM

ISIN

G W

ALL

60' -

0"

41' - 6" 12' - 6"

12' - 6" 41' - 6"

PAN

EL

PAN

EL

5' - 8"

19' - 10" 3' - 4" 2' - 10"19' - 10"3' - 4"2' - 10"19' - 10"

3' - 4"2' - 10"

3' -

0"11

' - 6

"3'

- 0"

3' -

0"11

' - 6

"3'

- 0"

17' -

6"

17' -

6"

AA4.101

AA4.102

1AA3.20

2AA3.20

3AA3.20

4AA3.20

1AA3.21

2AA3.21

5AA3.20

4AA3.21

3AA3.21

10' -

0"

05-06

05-06 05-06

05-06A5.121

TYP

4" COL

4"

COL

OSF

DOCK HIGH OVERHEAD DOOR

DRIVE IN OVERHEAD DOOR

CENTERLINE

PANEL JOINT

OUTSIDE FACE

CLEAN OUT

DOWNSPOUT LOCATION

OSF

CO

DS

SYMBOLS LEGEND

0

KEYNOTE

GRIDLINE

0

A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.

A. SEE STRUCTURAL FOR ADDITIONAL INFORMATIONC. INSTALL DOOR ARMOR PER AT ALL GRADE ACCESS AND

DOCK-HIGH OVERHEAD DOORS

GENERAL NOTES

/18 A5.11

CONCRETE TILT PANEL - SEE STRUCTURAL ELEVATIONS FOR THICKNESSES

1HR RATED WALL

MACKENZIE ALL RIGHTS RESERVED

THESE DRAWINGS ARE THE PROPERTY OFMACKENZIE AND ARE NOT TO BE USED

OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN PERMISSION

SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client

5/21/2018 12:24:39 PMC:\Users\mnt\Documents\Revit Projects\PANNATTONI\673-PANATTONI-L.rvt As indicated

AA1.11

FLOOR PLAN -BLDG A

MNT

DEP

2949 NE 172ND PLGRESHAM OR, 97230

2170673.00

2018

PROGRESS 5/21/18

PORTLANDPORTAL PH 2

1/16" = 1'-0"AA1.111 FLOOR PLAN

Revision Schedule

Revision Delta Issue Date

05-06 (2) 2'X6' BIKE PARKING RACKS PER DETAIL 17/A5.20. (4) TOTAL BIKE PARKING SPACES PERLOCATION.

KEYNOTESWALL TYPES


PROPOSED BUILDING B



LOT SIZE 3.25 Acres

CLEAR HEIGHT 30’

DOCK DOORS 10

GRADE DOORS 2


POWER 800 amp, 480 volt, 3-phase

1 2 15 16

12111098765

3

4

42

41

40

39

38

37

36

14

13

17

18

19

20

21

22

23

35 34 33 32 31 30 29 28 27 26 25 24

SSSS

SSSS

SSSS

SSSS

SS SSSS

B1

B1

B4

B4

B5

B5

B6

B6

B7

B7

B9

B9

B10

B10

BA BA

BB BB

BC BC

BD BD

BE BE

BA2.10

BA2.10BA2.103

BA2.10

1

2

4

1BA3.10

2BA3.10

28' - 0" 26' - 0" 26' - 0" 52' - 0" 52' - 0" 52' - 0" 26' - 0" 26' - 0" 28' - 0"

316' - 0"

B2

B2

26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"

40' -

0"

60' -

0"

40' -

0"

35' -

0"

175'

- 0"

27' -

0"

27' -

0"

27' -

0"

27' -

0"

27' -

0"

28' - 0" 26' - 0" 26' - 0" 52' - 0" 52' - 0" 52' - 0" 26' - 0" 26' - 0" 28' - 0"

316' - 0"

26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"

40' -

0"

60' -

0"

40' -

0"

35' -

0"

175'

- 0"

27' -

0"

27' -

0"

27' -

0"

27' -

0"

27' -

0"

BA2.10 5

20' -

0"

20' -

0"

20' -

0"

20' -

0"

FD

CO

6' - 6"15' - 0"6' - 6"

OSF

PJ

CO

L

PJ

CO

L

PJ

OSF

PJC

OL

PJC

OL

PJC

OL

PJC

OL

PJ PJ OSF

OSF

5' - 6"

15' - 0"

5' - 6"

28' - 0"

OSF

3' -

0"14

' - 0

"3'

- 0"

3' -

0"14

' - 0

"3'

- 0"

4"

PJ

OSF/PJ

PJ

COL

COL

PJ

PJ

PJ

OSF

OSF

PJ

OSF/PJ

PJ

COL

COL

PJ

PJ

PJ

OSF

OSF C

OL

PJ PJ

CO

L

PJ

CO

L

PJ

CO

L

PJ

CO

L

PJ

CO

L

PJPJ PJ PJ PJ OSF

DSDSDSDSDSDS

DSDS DS DS DS

3' -

0"14

' - 0

"3'

- 0"

3' -

0"14

' - 0

"3'

- 0"

4"

2' - 10" 3' - 4"

3' - 10"

12' - 0"

4' - 0" 2' - 0"

9' - 0" 4' - 0" 9' - 0"

2' - 0" 2' - 10"

3' - 4"

8' - 10"

9' - 0"

2' - 0"TYP AT DOCK DOOR

26' - 0"

TYP AT MAN DOOR

26' - 0"

TYP AT GRADE DOOR

26' - 0"

13' -

4"

3' -

4"10

' - 4

"15

' - 1

0"3'

- 4"

7' -

10"

14' - 8"

TYP AT MAN DOOR

3' - 4" 10' - 0"

44' -

0"

TYP.

13' -

4"

3' -

4"10

' - 4

"

60' -

0"

ELECTRICAL

FUTU

RE

DEM

ISIN

G W

ALL

FIRE PUMP

43' - 0"43' - 0" 11' - 0"

BA4.101 BA4.10

2

26' - 0"

1BA3.20

3BA3.20

2BA3.20

4BA3.20

2BA3.21

1BA3.21

3BA3.21

B3

B3

B8

B8

A5.121

TYP

4BA3.21

11' - 0"

10' -

0"

BA2.105

OH

B101

B102 B103 B104 B105 B106 B107 B108 B109 B110 B111 B112 B113 B114 B115 B116 B117

B118

B119

B120

B121B122B123

B126

B127

B124

B125

COL COL

5' -

0"10

' - 0

"5'

- 0"

20' -

0"

20' -

0"

5' -

0"10

' - 0

"5'

- 0"

20' -

0"

20' -

0"

TYP06-04

PSCJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

PS

PS

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

PS

PS

PS

PS

PS

15' -

0"

15' -

0"

5' -

0"13

' - 4

"13

' - 4

"13

' - 4

"12

' - 6

"12

' - 6

"12

' - 6

"12

' - 6

"10

' - 0

"

TYP

13' - 0"5' - 0" 5' - 0"

5' - 0"5' - 0"

5' -

4"

5' -

4"11

' - 8

"11

' - 8

"11

' - 8

"

11' -

8"

11' -

8"

11' -

8"

BA4.103

A5.112

TYP

A5.111

TYP

03-0303-03TYP05-07 TYP03-09

03-08

03-08

22-01

03-11

05-08 05-08

TYP03-10 TYP03-10

05-06

05-068A5.11

TYP

03-0703-07

05-04 05-04

TYP08-11

TYP08-10

22-02

A5.212

SIM

TYP11-01TYP08-02

110.65SEE CIVIL

03-0203-02

112.63SEE CIVIL

115.59SEE CIVIL

114.20SEE CIVIL

115.18SEE CIVIL

110.10SEE CIVIL

A5.221

SIM

DOCK HIGH OVERHEAD DOOR


CENTERLINE

PANEL JOINT

OUTSIDE FACE

CLEAN OUT

DOWNSPOUT LOCATION

OSF

CO

DS

SYMBOLS LEGEND

0

KEYNOTE

GRIDLINE

0VAPOR BARRIER

FLOOR DRAIN FD

SANITARY SEWER


A. SEE STRUCTURAL FOR ADDITIONAL INFORMATIONC. INSTALL DOOR ARMOR PER AT ALL GRADE ACCESS AND

DOCK-HIGH OVERHEAD DOORSA. BUILDING IS DESIGNED WITH AN ESFR SPRINKLER SYSTEM FOR

CLASS IV NON-ENCAPSULATED COMMODITIES PER NFPA 13. SEE FIRE PROTECTION SPECIFICATIONS. FIRE PUMP IS PROPOSED. (DESIGN-BUILD)

B. PROVIDE 30'-0" CLEAR MINIMUM TO ALL STRUCTURAL MEMBERS, ELECTRICAL FIXTURES, MECHANICAL UNITS AND FIRE SPRINKLERS LINES. SEE BUILDING SECTIONS.

C. SEE DETAIL FOR SLAB JOINT DETAILS.D. VERIFY AND CONFIRM ALL ELEVATIONS WITH CIVIL DRAWINGS.

NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.

GENERAL NOTES

/13 A5.11

/17 S0.10

CONCRETE TILT PANEL - SEE STRUCTURAL ELEVATIONS FOR THICKNESSES

1HR RATED WALL, SEE 14/A5.20

WALL TYPES




SHEET

JOB NO.

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DRAWN BY:

Project

©

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6/21/2018 8:40:02 AMC:\Users\mnt\Documents\Revit Projects\PANNATTONI\673-PANATTONI-L.rvt As indicated

BA1.11

FLOOR PLAN -BLDG B

MNT

DEP

3003-3099NE 170TH PLPORTLAND OR, 97230

2170673.00

2018

PERMIT SUBMITTAL - 6/18/18

PORTLANDPORTAL PHASE 2

1/16" = 1'-0"BA1.111 FLOOR PLAN

Revision Schedule


03-02 CONCRETE RETAINING WALL WITH MOUNTABLE CURBE, SEE 16/A5.1103-03 6" CONCRETE SLAB ON GRADE, SEE STRUCTURAL03-07 6" CONCRETE TRUCK APRON, SEE CIVIL03-08 POUR STRIP COLD JOINT, CONTRACTOR TO VERIFY LOCATION03-09 CONCRETE COLUMN BLOCK-OUT, SEE STRUCTURAL03-10 CONTROL JOINT TYP UNLESS NOTED OTHERWISE, SEE 7/A5.11 AND STRUCTURAL03-11 UNDERSLAB VAPOR BARRIER, EXTENTS PER HATCHED AREA. SEE SPECIFICATIONS.05-04 STEEL ACCESS STAIR, SEE 1/A5.1205-06 (2) 2'X6' BIKE PARKING RACKS PER DETAIL 17/A5.20. (4) TOTAL BIKE PARKING SPACES PER LOCATION.05-07 HSS COLUMN, SEE STRUCTURAL05-08 HSS COLUMN, SEE STRUCTURAL FOR LOCATION06-04 WOOD STAIRS, SEE 2/A5.2108-02 INSULATED OVERHEAD DOOR, PAINT COLOR TO MATCH TILT PANEL08-10 STOREFRONT ENTRY, SEE AA4.10, BA4.10 OR CA4.1008-11 STOREFRONT WINDOW, SEE AA4.10, BA4.10 OR CA4.1011-01 DOCK BUMPERS22-01 SANITARY INVERT = -2'-0" B.F.F.22-02 6" DIAMETER DOWNSPOUT, SEE DETAIL 3/A5.10. PAINT TO MATCH BACKGROUND COLOR.

KEYNOTES


PROPOSED BUILDING C



LOT SIZE 12.97 Acres

CLEAR HEIGHT 30’

DOCK DOORS 46

GRADE DOORS 4


POWER 2,500 amp, 480 volt, 3-phase

1 2

5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

25 26 27 28

31 32 33 34 35 36 37 38 39 40 41 42

45 46

57596061626364656667686970717273747576777879808182838485868788899091929394

29

30

24

23

44

43

3

4

104

103

102

101

100

99

98

97

96

95

47

48

49

50

51

52

53

54

55

56

106

105

108

107

SSSS

SS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SS SS

SSSS

SS SSSS

C19

C19

C18

C18

C17

C17

C16

C16

C15

C15

C14

C14

C13

C13

C12

C12

C11

C11

C10

C10

C9

C9

C8

C8

C7

C7

C6

C6

C5

C5

C4

C4

C3

C3

C2

C2

C1

C1

CFCF

CECE

CDCD

CCCC

CBCB

CACA

45' - 6" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0"

60' -

0"

40' -

0"

50' -

0"

50' -

0"

40' -

0"

240'

- 0"

MAT

CH

LIN

E

45' - 6" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0"

40' -

0"

50' -

0"

50' -

0"

60' -

0"

40' -

0"

240'

- 0"C.O.

C20

C20

975' - 0"

45' - 6"

975' - 0"

45' - 6"

OSF PA

NE

LC

OL

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

PJ PJ PJ OSF

PJ OSF

PJ PJ PJ PJ PJ OSF

PJ OSF

PJ PJ PJ

OSF

OSFC

OL

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

CO

L

PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ OSF

25' - 6" 20' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"

PJ PJ PJ PJ

26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 52' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 20' - 0" 25' - 6"

PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJPJ

25' - 6" 20' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 20' - 0" 25' - 6"

PJPJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ

16' -

0"

16' -

0"

26' -

0"

26' -

0"

26' -

0"

26' -

0"

26' -

0"

52' -

0"

26' -

0"

16' -

0"

16' -

0"

26' -

0"

104'

- 0"

52' -

0"

26' -

0"

OSF

TYP.

20' -

0"

TYP.

20' -

0"

PJPJ

OSF

PJ

PJ

PJCOL

COL

COL

PJ

PJ

PJ

PJ

PJ

OSF

OSF

PJ

OSF

PJ

PJ

PJCOL

COL

COL

PJ

PJ

PJ

PJ

PJ

OSF

OSF

OSF

2'X6' BIKEPARKING

2'X6' BIKEPARKING

2'X6' BIKEPARKING

26' - 0" 26' - 0"

PJ PJ

26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"

PJ

FUTU

RE

DEM

ISIN

G W

ALL

FUTU

RE

DEM

ISIN

G W

ALL

FUTU

RE

DEM

ISIN

G W

ALL

ELEC.

PUMP

SHEA

R W

ALL

1CA3.10

1CA3.10

2CA3.10

2CA3.10

3CA3.10

4CA3.10

C101

C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113 C114 C115 C116 C117 C118 C119 C120 C121 C122 C123 C124 C125 C126 C127 C128 C129 C130 C131 C132 C133 C134 C135 C136 C137

C138 C139

C140 C141 C142 C143 C144 C145 C146 C147 C148 C149 C150 C151 C152 C153 C154 C155 C156 C157 C158 C159 C160 C161 C162 C163

C164

C165

C166

C169

C167

C168

C170C171C172C173C174C175C176C177C178

C179

C180

F.D.

FD


A. SEE STRUCTURAL FOR ADDITIONAL INFORMATIONC. INSTALL DOOR ARMOR PER XX/XX AT ALL GRADE ACCESS AND

DOCK-HIGH OVERHEAD DOORS

GENERAL NOTESDOCK HIGH OVERHEAD DOOR


CENTERLINE

PANEL JOINT

OUTSIDE FACE

CLEAN OUT

DOWNSPOUT LOCATION

OSF

CO

DS

SYMBOLS LEGEND

0

KEYNOTE

GRIDLINE

0VAPOR BARRIER

FLOOR DRAIN FD

SANITARY SEWER




SHEET

JOB NO.

SHEET TITLE:

CHECKED BY:

DRAWN BY:

Project

©

Client

6/21/2018 8:46:11 AMC:\Users\mnt\Documents\Revit Projects\PANNATTONI\673-PANATTONI-L.rvt As indicated

CA1.10

OVERALLFLOOR PLAN -BLDG C

MNT

DEP

3003-3099NE 170TH PLPORTLAND OR, 97230

2170673.00

2018

PERMIT SUBMITTAL - 6/18/18

PORTLANDPORTAL PHASE 2

1/32" = 1'-0"CA1.101 OVERALL FLOOR PLAN - BLDG C

Revision Schedule



LOCATION


SITE

LOCATION HIGHLIGHTS• Proximity to I-84• Easy access via NE Sandy Blvd.• City of Gresham with Portland address• Located in Gresham Enterprise Zone• E-Commerce overlay

GRESHAM ADVANTAGES• Lower property taxes• Lower corporate business tax• Expedited permitting

DRIVE DISTANCESI-84 Interchange at 181st: 1 MileI-205: 5 MilesPortland International Airport: 6 MilesI-5: 11 Miles