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 Sandy BlvdNE 170th
Pl
NE 172nd Pl
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
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.
• Skylights• Lighting: T-5, 15 foot candles• Minimum 800 amp, 480 volt, 3-phase power• 26’ - 30’ clear height• 311 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
A10 A9 A8 A7 A6 A5 A4 A3 A2 A1
AF AE AD AC AB AA AFAEADACABAA
A10A9A8A7A6A5A4A3A2A1 AF AE
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
2/27/2018 5:22:20 PMC:\Users\aes\Documents\Revit Projects\2170673 - Portland Portal\Master Plan\673-PANATTONI-L.rvt 1/16" = 1'-0"
AA2.11
COLORELEVATIONS -BLDG A
MNT
DEP
2949 NE 172ND PLGRESHAM OR, 97230
2170673.00DESIGN REVIEW SUBMITTAL 02/26/18
PORTLANDPORTAL PH 2
1/16" = 1'-0"AA2.111 NORTH ELEVATION
1/16" = 1'-0"AA2.112 WEST ELEVATION
1/16" = 1'-0"AA2.113 EAST ELEVATION
1/16" = 1'-0"AA2.114 SOUTH ELEVATION
AA2.116 NW AXONOMETRIC
AA2.117 SE AXONOMETRIC
1/16" = 1'-0"AA2.115 BUMP OUT - TYP
Revision Schedule
Revision Delta Issue Date
A10 A9 A8 A7 A6 A5 A4 A3 A2 A1
AF AE AD AC AB AA AFAEADACABAA
A10A9A8A7A6A5A4A3A2A1 AF AE
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
2/27/2018 5:22:20 PMC:\Users\aes\Documents\Revit Projects\2170673 - Portland Portal\Master Plan\673-PANATTONI-L.rvt 1/16" = 1'-0"
AA2.11
COLORELEVATIONS -BLDG A
MNT
DEP
2949 NE 172ND PLGRESHAM OR, 97230
2170673.00DESIGN REVIEW SUBMITTAL 02/26/18
PORTLANDPORTAL PH 2
1/16" = 1'-0"AA2.111 NORTH ELEVATION
1/16" = 1'-0"AA2.112 WEST ELEVATION
1/16" = 1'-0"AA2.113 EAST ELEVATION
1/16" = 1'-0"AA2.114 SOUTH ELEVATION
AA2.116 NW AXONOMETRIC
AA2.117 SE AXONOMETRIC
1/16" = 1'-0"AA2.115 BUMP OUT - TYP
Revision Schedule
Revision Delta Issue Date
WWW.MACADAMFORBES.COM | 503.227.2500
SITE PLAN
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.
60'
76'
136'
60'
70'
130'
250' BUILDING A
98,747 SFBUILDING B
NE 172ND PL
NE
170T
H P
L
60'
76'
136'
472'
175'
316'
60'
70'
130'
240' BUILDING C
203,040 SF30' CLEAR
98,747 SF30' CLEAR BUILDING B
45,400 SF26' CLEAR
Vancouver5
205
975'
S.E. Powell Blvd.
181s
t
PortlandAirport
N.E. Sandy Blvd.
N.E. Columbia Blvd.
C o l u m b i a R i v e r
Wi
l
Ri
ve
r
la
m
et
te
Beaverton
Tigard
Tualatin
Milwaukie
Lake Oswego
Vancouver
Portland
Clackamas
Hillsboro Gresham
APRIL 12, 2018Job # 2170673.00
PORTLAND PORTAL PHASE 2 - MARKETING SITE PLAN 0 40' 80'
405
5
26
205
30
217
99
99
10
224
84
212
26
SITE
VICINITY MAP
WWW.MACADAMFORBES.COM | 503.227.2500
PROPOSED BUILDING A
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.
BUILDING AREA 98,747 SF
LOT SIZE 6.48 Acres
CLEAR HEIGHT 30’
DOCK DOORS 21
GRADE DOORS 2
PARKING 89 auto spaces
POWER 1,200 amp, 480 volt, 3-phase
SS SSSS
SSSS
SSSS
SSSS
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
54' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 54' - 0"
472' - 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" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 12' - 6" 13' - 6" 28' - 0"
40' -
0"
60' -
0"
50' -
0"
50' -
0"
50' -
0"
250'
- 0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
16' -
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"
40' -
0"
60' -
0"
50' -
0"
50' -
0"
50' -
0"
250'
- 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"
16' -
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"
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
OSF
CO
L
OSF
OSFC
OL
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
OSF OSFDSDS DS DSDS DS DS DS
3' - 0"3' - 4"
3' - 6"
12' - 0"
4' - 6" 2' - 0"
9' - 0" 4' - 0" 9' - 0"
2' - 0"
2' - 0" 9' - 0" 8' - 10"3' - 4"
2' - 10"
TYPICAL AT GRADE DOOR
26' - 0"
TYPICAL AT DOCK DOOR
26' - 0"
TYPICAL AT MAN DOOR
26' - 0"
15' -
4"
3' -
4"7'
- 4"
7' -
4"3'
- 4"
19' - 10" 3' - 4" 2' - 10"
7' -
4"3'
- 4"
7' -
4"3'
- 4"
15' -
4"
(2) 2'X6' BIKE PARKING
(2) 2'X6' BIKE PARKING
AA1.112
AA1.112
SIMTYP.
TYP.
ELECTRICAL
FIRE PUMP
FUTU
RE
DEM
ISIN
G W
ALL
60' -
0"
21' -
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' - 4"2' - 10"
3' -
0"14
' - 0
"3'
- 0"
3' -
0"14
' - 0
"3'
- 0"
20' -
0"
20' -
0"
DOCK HIGH OVERHEAD DOOR
DRIVE IN OVERHEAD DOOR
FUTURE OPENING
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 XX/XX AT ALL GRADE ACCESS AND
DOCK-HIGH OVERHEAD DOORS
GENERAL NOTES
2' -
11"
2' - 0" 2' - 0" 2' - 0"
6' - 0"
1 1/2" Ø BIKE RACK
BOLT RACK TO SLAB
EQ
MIN
2
'-0
"M
IN
6
'-0
"
STOREFRONT GLAZINGSYSTEM AS OCCURS, SEE ARCHITECTURAL PLANS
BICYCLE RACK,SEE 3/AA1.11
EQ 6" CLR6" CLR
4'-0"
5'-0"
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
4/13/2018 10:21:24 AMC:\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 04/13/18
PORTLANDPORTAL PH 2
1/16" = 1'-0"AA1.111 FLOOR PLAN
1" = 1'-0"AA1.113 BIKE RACK ELEVATION
3/4" = 1'-0"AA1.112 ENLARGED BIKE RACK PLAN
Revision Schedule
Revision Delta Issue Date
WWW.MACADAMFORBES.COM | 503.227.2500
PROPOSED BUILDING B
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.
BUILDING AREA 45,400 SF
LOT SIZE 3.25 Acres
CLEAR HEIGHT 26’
DOCK DOORS 10
GRADE DOORS 2
PARKING 61 auto spaces
POWER 800 amp, 480 volt, 3-phase
SSSS
SSSS
SSSS
SSSS
SSSS
SS SSSS
B1
B1
B3
B3
B4
B4
B5
B5
B6
B6
B7
B7
B8
B8
BA BA
BB BB
BC BC
BD BD
BE BE
BA2.10
BA2.10
BA2.103
BA2.10
1
2
4
28' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 28' - 0"
316' - 0"
B2
B2
26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"
40' -
0"
60' -
0"
40' -
0"
35' -
0"
27' -
0"
27' -
0"
27' -
0"
27' -
0"
27' -
0"
28' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 28' - 0"
316' - 0"
26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"
40' -
0"
60' -
0"
40' -
0"
35' -
0"
27' -
0"
27' -
0"
27' -
0"
27' -
0"
27' -
0"
BA2.10 5
20' -
0"
20' -
0"
20' -
0"
20' -
0"
C.O.
C.O.
6' - 6"
15' - 0"
6' - 6" 5' - 6"
15' - 0"
5' - 6"
OSF
PJ
CO
L PJ
CO
L
PJ OSF
PJC
OL
PJC
OL
PJC
OL
PJC
OLPJ PJ
OSF
OSF
5' - 6"
15' - 0"
5' - 6" 6' - 6"
15' - 0"
6' - 6"
OSF
3' -
0"14
' - 0
"3'
- 0"
3' -
0"14
' - 0
"3'
- 0"
PJ
OSF
PJ
COL
COL
PJ
PJ
PJ
PJ
OSF
OSF
PJ
OSF
PJ
COL
COL
PJ
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"
3' - 6"
3' - 4"
2' - 10"
12' - 0"
5' - 0" 2' - 0"
9' - 0" 4' - 0" 9' - 0"
2' - 0" 4' - 4"
3' - 4"
7' - 4"
9' - 0"
2' - 0"
TYPICAL AT DOCK DOOR
26' - 0"
TYPICAL AT MAN DOOR
26' - 0"
TYPICAL AT GRADE DOOR
26' - 0"
13' -
4"
3' -
4"10
' - 4
"15
' - 1
0"3'
- 4"
7' -
10"
14' - 10" 3' - 4" 7' - 10" 14' - 10" 3' - 4" 7' - 10"
14' - 8" 3' - 4" 10' - 0"
13' -
0"
8' -
0"20
' - 0
"
41' -
0"
28' - 0"
2'X6' BIKEPARKING
2'X6' BIKEPARKING
BA1.112
TYP.
13' -
4"
3' -
4"10
' - 4
"
60' -
0"
ELECTRICAL
FUTU
RE
DEM
ISIN
G W
ALL
FIRE PUMP
13' - 0" 41' - 0"41' - 0" 13' - 0"
DOCK HIGH OVERHEAD DOOR
DRIVE IN OVERHEAD DOOR
FUTURE OPENING
CENTERLINE
PANEL JOINT
OUTSIDE FACE
CLEAN OUT
DOWNSPOUT LOCATION
OSF
CO
DS
SYMBOLS LEGEND
0
KEYNOTE
GRIDLINE
0
SANITARY SEWER
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 XX/XX AT ALL GRADE ACCESS AND
DOCK-HIGH OVERHEAD DOORS
GENERAL NOTES
EQ
MIN
2
'-0
"M
IN
6
'-0
"
STOREFRONT GLAZINGSYSTEM AS OCCURS, SEE ARCHITECTURAL PLANS
BICYCLE RACK,SEE 3/BA1.11
EQ 6" CLR6" CLR
4'-0"
5'-0"
2' -
11"
2' - 0" 2' - 0" 2' - 0"
6' - 0"
1 1/2" Ø BIKE RACK
BOLT RACK TO SLAB
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
4/13/2018 10:21:52 AMC:\Users\mnt\Documents\Revit Projects\PANNATTONI\673-PANATTONI-L.rvt As indicated
BA1.11
FLOOR PLAN -BLDG B
MNT
DEP
2949 NE 172ND PLGRESHAM OR, 97230
2170673.00
2018
PROGRESS 04/13/18
PORTLANDPORTAL PH 2
1/16" = 1'-0"BA1.111 FLOOR PLAN
3/4" = 1'-0"BA1.112 ENLARGED BIKE RACK PLAN
1" = 1'-0"BA1.113 BIKE RACK ELEVATION
Revision Schedule
Revision Delta Issue Date
WWW.MACADAMFORBES.COM | 503.227.2500
PROPOSED BUILDING C
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.
BUILDING AREA 203,040 SF
LOT SIZE 12.97 Acres
CLEAR HEIGHT 30’
DOCK DOORS 38
GRADE DOORS 6
PARKING 161 auto spaces
POWER 2,500 amp, 480 volt, 3-phase
SS SSSS
SSSS
SSSS
SSSS SS
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
47' - 6" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 50' - 0" 50' - 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
47' - 6" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 50' - 0" 50' - 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.
C.O.
C20
C20
975' - 0"
47' - 6"
975' - 0"
47' - 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
27' - 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" 25' - 0" 25' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 20' - 0" 27' - 6"
PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJPJ
27' - 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" 25' - 0" 25' - 0" 25' - 0" 25' - 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" 27' - 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"
26' -
0"
26' -
0"
26' -
0"
16' -
0"
16' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
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
25' - 0" 25' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"
PJ PJ
FUTU
RE
DEM
ISIN
G W
ALL
FUTU
RE
DEM
ISIN
G W
ALL
FUTU
RE
DEM
ISIN
G W
ALL
ELEC.
PUMP79' -
0"
72' -
0"
89' -
0"
SHEA
R W
ALL
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 XX/XX AT ALL GRADE ACCESS AND
DOCK-HIGH OVERHEAD DOORS
GENERAL NOTESDOCK HIGH OVERHEAD DOOR
DRIVE IN OVERHEAD DOOR
FUTURE OPENING
CENTERLINE
PANEL JOINT
OUTSIDE FACE
CLEAN OUT
DOWNSPOUT LOCATION
OSF
CO
DS
SYMBOLS LEGEND
0
KEYNOTE
GRIDLINE
0
SANITARY SEWER
2' -
11"
2' - 0" 2' - 0" 2' - 0"
6' - 0"
1 1/2" Ø BIKE RACK
BOLT RACK TO SLAB
EQ
MIN
2
'-0
"M
IN
6
'-0
"
STOREFRONT GLAZINGSYSTEM AS OCCURS, SEE ARCHITECTURAL PLANS
BICYCLE RACK,SEE 3/CA1.10
EQ 6" CLR6" CLR
4'-0"
5'-0"
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
4/13/2018 10:22:12 AMC:\Users\mnt\Documents\Revit Projects\PANNATTONI\673-PANATTONI-L.rvt As indicated
CA1.10
OVERALLFLOOR PLAN -BLDG C
MNT
DEP
2949 NE 172ND PLGRESHAM OR, 97230
2170673.00
2018
PROGRESS 04/13/18
PORTLANDPORTAL PH 2
1/32" = 1'-0"CA1.101 OVERALL FLOOR PLAN - BLDG C
1" = 1'-0"CA1.103 BIKE RACK ELEVATION
3/4" = 1'-0"CA1.102 ENLARGED BIKE RACK PLAN
Revision Schedule
Revision Delta Issue Date
WWW.MACADAMFORBES.COM | 503.227.2500
LOCATION
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.
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