WILSONVILLE CHRYSLER DODGE JEEP RAM

Transcription

WILSONVILLE CHRYSLER DODGE JEEP RAM
WILSONVILLE, OREGON
25600 SW Parkway Center Drive
PLANNING SET
DB14-0036 Revised Stage I Preliminary Plan
DB14-0037 Stage II Final Plan
DB14-0038 Site Design Review
DB14-0039 Master Sign Plan Revision
DB14-0040 Type 'C' Tree Plan
April 25, 2014
PROJECT DIRECTORY
DEVELOPMENT COMPANY:
Findlay Family Properties Limited
Partnership
310 N Gibson Road
Henderson, NV 89014
Telephone: (702) 558-8822
Facsimile: (702) 558-5414
Representative: Tyler Corder
Email: [email protected]
PROJECT MANAGEMENT:
Pinnell Busch, Inc
6420 SW Macadam Avenue, Ste 330
Portland, OR 97239
Telephone: (503) 293-6280
Facsimile: (503) 293-6284
Representative: John Costello
SURVEY:
Northwest Sureying Inc
P.O. Box 7177
Beaverton, OR 97007
Telephone: (503) 848-2127
Representative: Clint Stubs
TRAFFIC ENGINEER:
DKS Associates
117 Commercial Streee NE, Suite 310
Salem, OR 97301
Telephone: (503) 391-8773
Representative: Brad Coy, P.E. & Joseph Reid, E.I.T.
PROJECT CONSULTANTS:
ARCHITECT:
Richard J Youngblood Architect
610 W Hubbard Street, Ste 119
Coeur d'Alene, ID 83814
Telephone: (208) 215-7222
Representative: Richard Youngblood
STRUCTURAL ENGINEER:
DEVELOPMENT APPLICATION 04.25.14 (Engineering)
OWNER & OWNER REPRESTATIVES:
PLANNING:
LRS Architects, Inc.
720 NW Davis Street, Suite 300
Portland, OR. 97209
Telephone: (503) 221-1121
Facsimile: (503) 221-2077
Representative: Steve Mileham - President
Danny Drake - Project Manager
TBD
LIGHTING DESIGNER:
Interface Engineering
708 SW 3rd Avenue, Suite 400
Portland, OR 97204
Telephone: (503) 382-2266
Facsimile: (503) 382-22620
Representative: Michael Larsen - Senior Lighting Designer
DEVELOPMENT APPLICATION 04.25.14 (Planning)
DRAWING INDEX
SHEET TITLE
CS0
Engineering Coversheet
CS0
CIVIL ENGINE & LANDSCAPE:
Planning Coversheet
SURVEY (supplied by Northwest Survey)
1 of 1 ALTA Survey & Notes
AAI Engineering Inc
4875 SW Griffith Drive, Ste 300
Beaverton, OR 97005
Telephone: (503) 620-3030
Representative: Michael O'Brien
ARCHITECTURAL (supplied by Richard J Youngblood Architecture)
Az1.00 Existing Site Plan
Az1.01 Demolitian Site Plan
Az1.02 Proposed Site Plan
Az1.03 Trash Enclosure Details
Az1.04 Existing Floor Plans
Az1.05 Demolitian Floor Plan
CIVIL ENGINEER & LANDSCAPE:
AAI Engineering Inc
4875 SW Griffith Drive, Ste 300
Beaverton, OR 97005
Telephone: (503) 620-3030
Representative: Michael O'Brien
Az1.06 Proposed Building Uses and Areas
Az2.00 West Exterior Elevations
Az2.01 North Exterior Elevations with Proposed Site and Building Signs
CIVIL (supplied
by AAI Engineering
Inc)
CIVIL (supplied
by AAI Engineering
Inc)
C0.0 Existing Conditions & Demo Plan
C0
C1
C1.0
Grading Plan
C1
C1.1
Grading & Erosion Control Details
C2
C2.0
Utility Plan
C3
C3.0
Site Details
ARBORIST:
Applied Horticultural Consulting, Inc.
P.O. Box 2355
Lake Oswego, OR 97035-1420
Telephone: (503) 756-5198
Representative: Don Richards, President
C3.1 Public Details
LANDSCAPE (supplied by AAI Engineering Inc)
L1.01 Planting Plan
L2.01 Tree Plan
LIGHTING (supplied by Interface Engineering Inc)
Photometric Site Light (Fixture Types)
E100
E100PH Photometric Site Light (vertical & horizontal burn)
REVISED DRAWING
720 NW Davis 503.221.1121 
Suite 300 503.221.2077 
Portland OR 97209 www.lrsarchitects.com
(RE)ISSUED UNCHANGED
DELETED
R
ISSUED FOR REFERENCE ONLY
Notes:
GENERAL NOTES
-
PROPOSED PARKING (4.155 Table 5)
STORAGE SCREENED BY 6'-0" HIGH, 95%
OPACITY LANDSCAPE STANDARDS PER
4.176 (.02) I
Loading
none (less than
30,000sf)
EXISTING (23)
STANDARD
STORAGE
REMOVE A 294.51 sq ft PORTION OF
LANDSCAPE FOR A NEW CONCRETE DRIVEWAY
TO DOORS.
TRASH ENCLOSURE - See Az1.03
6'-0" TALL CONC WALL TYP WITH
TWO 6'-0" TALL GATES
L
L
WA
BELOW GRADE WATER RECLAIM
TANKS FOR THE CAR WASH & DETAIL BAYS.
AI
ET
R
NE
O
ST
R
IE E
RR ON
A
C Z 'H
EX
K G x 17
UC DIN 0'
R
T OA ' x 6
L 2
1
EY
TRASH
ENCLOSURE
.K
IST
RESTRIPE (7)
STANDARD
EMPLOYEE
(8 STALLS EXIST)
5
VAN
D
SC
SC
28
5
EXISTING (8)
STANDARD
STORAGE
PARTS LOADING ZONE
12' x 35' x 17'H
285
29
0
EXISTING (7)
STANDARD
STORAGE
285
29
EXISTING (8)
STANDARD
STORAGE
STORAGE
285
Cars = 215
2 (12'x35'x17'High)
(compact 24% max. Parts + Vehicle
allowed), includes 5 Carrier
ADA, Bikes = 9
EXISTING (8)
STANDARD
STORAGE
75,718 Cars = 0.3:1000sf Cars = 23 min. / 38 Cars = Retain
9 Existing Berths to
min. / 0.5:1000sf
max.
Bikes = existing, including remain
max.
Bikes =
4 min.
1:50 ADA, Bikes = 4
1:20,000sf or 2min.
EXISTING PARKING
TO REMAIN
INDOOR BULK OIL STORAGE
& COMPRESSOR ROOM
EXISTING PARKING
TO REMAIN
SC
300
2 (30,000100,000sf)
PER 4.135(.05) D
OPEN STORAGE ALLOWED & COMPLIES W/
95% OPAQUE 6'-0" HIGH LANDSCAPE SCREENING
IN 4.176 AS ILLUSTRATED ON LANDSCAPE PLANS
134'-449/64"
G
NIN
RELOCATE TREE AS
SHOWN.
HB
NEW 6'-0" TALL STORAGE SCREEN
WALL. CONC TO MATCH BUILDING.
NEW DOOR
DETAIL
RECEPTION
ENTRY DOORS
(3 LANES WIDE)
EQUIP.
NEW NON-ILLUMINATED "SERVICE"
MONUMENT SIGN, SEE DETAIL 4 / Az2.01.
SIGN TO BE LOCATED 6'-0" FROM THE
PROPERTY LINE.
SC
283
DETAIL
BAYS (2)
TRASH
12' x 24'
100'-8
EXISTING LOADING
BERTHS (4)
25/64"
SC
EXISTING LOADING
BERTHS (9)
EXISTING (8)
STANDARD
EMPLOYEE
EXISTING (5)
STANDARD
EMPLOYEE
No. Date
Richard J. Youngblood
EXISTING PARKING
TO REMAIN
EXIST. CONC. RET WALL
EM
281
SGB
PER 4.135(.05) A
ALL USES EXCEPT STORAGE AND UNLOADING
SHALL BE CONFINED, CONTAINED, AND
CONDUCTED WHOLLY WITHIN THE COMPLETELY
ENCLOSED BUILDING.
Architect
282
TFR
164'-5"
283
DC
282
c. 208-691-9679
EXIST. 6' HIGH CONC. WALL
GM
281
283
p. 208-215-7222
50'-7"
NEW 8'-6" WIDE PERVIOUS PAVING
PRODUCT ACCESS PATH
281
281
281
DC
SC
SC
DC
SITEWORK
SITEWORK
27
31.00'
5
27
1
SITE PLAN - PROPOSED
SCALE: 1" = 40'
WAT
274
WAT
WAT
WAT
5
-
Wilsonville Chrysler •
Dodge • Jeep • Ram
25600 SW Parkway Center
Drive
Wilsonville,Oregon 97070
Proposed Site Plan
SITE DISTURBANCE AT WIDENED DRIVEWAY - SOUTH
THE NET AREA OF LANDSCAPE REMOVED AS A RESULT
OF THE EXPANDED DRIVEWAY WIDTH AND NEW
ACCESSIBLE PEDESTRIAN ROUTE (ADA) IS 1,143.62 sq ft
276
ISSUE DATE:
D
TENANT
"B"
27
VARIES
TENANT
"A"
7
277
T
4
WAT
274
D
44.50'
SW PARKWAY CENTER DRIVE
LINE OF ORIGINAL
DRIVEWAY - (SHADED
AREA REPRESENTS
LANDSCAPE
REMOVED)
EB
27
TFR
LOW LANDSCAPE SCREENING STANDARD
ALONG SW PARKWAY CENTER DRIVE TO
MEET 4.176 (.02) D
PROVIDE NEW LANDSCAPING AS
ILLUSTRATED IN THE LANDSCAPE PLANS.
WV
DC
5'
273
273
EB
P
WAT
S
VERTICAL CONDUIT
94'-831/32" Proposed Minimum
98'-523/64" Existing Minimum
WM
WM
274
T
275
31.00'
EXISTING BUS STOP
P
WM
276
SG
T
36'-
276
277
B
B
SG
276
P
0"
10'-0"
5'-0" x 10'-0" VISION CLEARANCE
D
5'
P
275
277
EXISTING PARKING TO REMAIN
278
EXISTING
DRIVEWAY TO
REMAIN
NEW ILLUMINATED "DEALERSHIP"
MONUMENT SIGN, SEE DETAIL #3 /
Az2.01.SIGN TO BE LOCATED 3'-0"
FROM THE PROPERTY LINE.
9
NEW CONCRETE DEALERSHIP
ENTRY SIDEWALK 474.13 sq ft
EXISTING 28'-6"
WIDE DRIVEWAY TO
BE WIDENED TO
36'-0" WIDE
27
MODIFY THIS AREA FOR 4
NEW ADA PARKING STALLS
279
278
275
NEW ADA CROSSWALK
VAN
276
WAT
279
277
GV
278
EXISTING
SIDEWALK
278
30'-0"
NEW SIDEWALK FOR
ADA ACCESS 88.11 sq ft
EXISTING SIDEWALK
279
30'-0"
WAT
280
279
RESTRIPE (16)
STANDARD
CUSTOMER
(17 EXIST STALLS)
278
279
NEW
DRIVETHRU
280
279
EXISTING SIDEWALK
NEW (5)
STANDARD
CUSTOMER
0
280
281
0
28
28
SHADED AREA INDICATES A NEW DRIVEWAY
CONSTRUCTED WITH 3,135.63 sq ft OF PERVIOUS
PAVEMENT
280
SHADED AREA INDICATES 5 NEW PARKING STALLS
CONSTRUCTED WITH 1,094.20 sq ft OF PERVIOUS
PAVEMENT
ALL DRAWINGS AND SPECIFICATIONS ISSUED AS PART OF THE SERVICES
RENDERED BY THE ARCHITECT FOR THIS PROJECT SHALL REMAIN THE
PROPERTY OF THE ARCHITECT. ANY DUPLICATION OF THE DRAWINGS AND/OR
SPECIFICATIONS IN WHOLE OR IN PART FOR USE ON ANY OTHER PROJECT OR
FOR COMPLETION OF THIS PROJECT BY OTHERS, IS STRICTLY PROHIBITED
WITHOUT THE WRITTEN CONSENT OF RICHARD J. YOUNGBLOOD, ARCHITECT
EXIST. KEYSTONE RET. WALL
DC
NEW SHOWROOM PRODUCT ACCESS DOOR
VISION CLEARANCE PER A-1771 (.02)
LIGHT / UTILITY POLES TO BE < 12'-0" TALL
TREES <6" DBH UPON STAGE II APPROVAL
TREES TRIMMED TO 12'-0" CLEAR ABOVE
PAVING CLEAR OF ROAD SIGNS.
e. [email protected]
EXIST. 6' CONC. WALL
2
GV
Coeur d'Alene, Idaho 83814
NEW RAMP TO
ENTRY
SHADED AREA INDICATES A NEW SIDEWALK
CONSTRUCTED WITH 239.89 sq ft OF CONCRETE
-
610 W. Hubbard Street, Suite 119
(9) BIKE PARKING SPACES
(9) LONG-TERM LOCATED IN
BLDG.
NEW "STAGING"
STALLS (3)
12' x 20'
75
REMOVE THE EXISTING STAIR & THE BRIDGE
TO THE EXISTING EXTERIOR DECK. NOTE:
THE HATCHED AREA REPRESENTS THE
0
REMOVAL OF EXISTING CONCRETE28
BELOW THE STAIR AT THE NEW DRIVE-THRU
Revision
DC
284
DC
285
EXISTING (8)
STANDARD
EMPLOYEE
D
DC
EXIST. B.P.A. TOWER
DC
S
WAT
SW ELLIGSEN ROAD
EXISTING 25'-0"
WIDE DRIVEWAY
TO BE WIDENED
TO 36'-0" WIDE
WATWAT
5'
LOW LANDSCAPE SCREENING STANDARD
ALONG SW ELLINGSEN ROAD TO MEET
4.176 (.02) D
PROVIDE NEW LANDSCAPING AS
ILLUSTRATED IN THE LANDSCAPE PLANS.
EXIST. 6' CYCLONE FENCE
36'-0"
SITE DISTURBANCE AT WIDENED DRIVEWAY - NORTH
- REMOVED LANDSCAPE SOUTH OF SIDEWALK 28.90 sq ft
- REMOVED LANDSCAPE NORTH OF SIDEWALK 485.60 sq ft
NET SITE DISTURBANCE
514.50 sq ft
TENANT "B"
(NO NEW WORK)
TENANT "A"
284
10'-0"
28
5
5'-0" x 10'-0" VISION CLEARANCE
EXIST. MULTIPLE OVERHEAD WIRES
29
0
EXISTING (13)
STANDARD
CUSTOMER
282
143'-415/32"
281
Cars = 86 min./
215max.
Bikes = 9 min.
none (less than
30,000sf)
282
70,966 Cars = 0.3:1000sf Cars = 21 min. / 35
min. / 0.5:1000sf
max.
Bikes =
max.
Bikes =
4 min.
1:20,000sf or 2min.
REMOVE A 204 sq ft AREA OF THE
PLANTER FOR ADA ACCESS PATH.
305
NEW 6'-0" TALL SWINGING GATE WITH
100% OBSCURED FACE PER 4.176 (.02) I
21,773 Cars = 1.67:1000sf Cars = 36 min. / 135
min. / 6.2:1000sf
max.
Bikes =
max.
Bikes =
3 min.
1:8000sf or 2min.
MODIFY THIS AREA FOR 4
NEW ADA PARKING STALLS
281
Tenant B (Future)
Warehouse
Cars = 29 min. /
45max.
Bikes = 2min.
Proposed
SITEWORK
284
Total Tenant A
10,854 Cars = 2.7:1000sf
min. / 4.1:1000sf
max.
Bikes =
1:5000sf or 2min.
Allowed
30.00'
Warehouse
Calculation
SITEWORK
PER 4.135(.05) D
OPEN STORAGE ALLOWED. COMPLIES WITH
95% OPAQUE 6'-0" TALL LANDSCAPE
SCREENING STANDARDS IN 4.176 AS
ILLUSTRATED ON LANDSCAPE PLANS.
THE LANDSCAPE SHOWN ON THIS
PLAN IS FROM THE ORIGINAL
SURVEY. PLEASE SEE THE
LANDSCAPE DRAWINGS FOR
PROPOSED LANDSCAPE DESIGN
AND DATA.
284
Retail (automotive)
Building Area (sf)
TENANT
"B"
284
Area Use
Tenant A (CDJR)
Office
TENANT
"A"
N
4/25/14
PROJECT NO:
08-020-14
ISSUED FOR:
REVIEW
Az1.02
Notes:
MIXED SOLID WASTE PROPOSED (4.179(.06))
Area Use
Building Area (sf)
Calculation
Minimum Storage
Area
3/4" CHAMPHER
TILT UP CONCRETE PANEL
2 X 6 P.T. RAIL ATTACHED TO CONCRETE
WALL WITH 5/8" DIA. EXP. BOLTS
COUNTERSUNK @ 32" O.C. WITH 5 1/2" X
5 1/2" 2 X 6 P.T. BLOCKING @ BOLT
LOCATIONS
FIELD TREAT ALL CUT ENDS OF P.T.
WOOD
6'-0"
CL REVEAL
+3'-0"
Tenant A (CDJR)
Office
Retail
Warehouse
Other
Total Tenant A
10,854
21,773
70,966
TBD
Tenant B (Future)
Warehouse
75,718
Required (sf)
Proposed (sf)
10
4sf:1000sf GFA
10sf:1000sf GFA
6sf: 1000sf GFA
4sf:1000sf GFA
43
218
426
TBD
687
6sf: 1000sf GFA
454
362 exterior / 325
Interior
Internal to building
ABOVE CONC.
SLAB
Total Building
Area
3/4"
179,311
1,141
3'-4"
CONCRETE SLAB AND
FOOTING
3/4"
6"
3/4"
3/4"
CONCRETE PROTECTIVE
CURB
Trash Enclosure - Concrete Reveal
6
SCALE: 6"
=
3
Trash Enclosure - Wall Section
SCALE: 3/4" =
1'-0"
1'-0"
4A
Az2.03
4B
Az2.03
TILT UP CONCRETE - TYP.
T. S. POST - TYP.
GATE REINFORCEMENT
BEHIND - TYP.
5"
2"
1"
3"
1"
20 GA. GALVANIZED METAL
DECKING WELDED TO STEEL
ANGLE FRAME - TYP.
CL
REVEAL
3'-4"
2"
6'-0"
2"
7/8" I.D. PIPE SLEEVES, WELD TO SHIM
PLATE AND FOR FULL LENGHT OF PIPE
PROVIDE BOLT LOCK HOLE
2
3/4" O.D. STL. ROD
Exterior Elevation Trash Enclosure
SCALE: 1/4" =
1'-0"
1/4" STL SHIM PLATE TO RECEIVE PIPE
SLEEVE
No. Date
Revision
STL GATE FRAMES
61/2"
11'-0"
4'-0"
11'-0"
4'-0"
Architect
Trash Enclosure - Gate Bolts
SCALE: 3"
=
1'-0"
p. 208-215-7222
c. 208-691-9679
TILT UP CONCRETE PANEL
3 X 3 X 3/16 STEEL ANGLE; MITRE FRAME;
WELD CORNERS; GROUND SMOOTH
6"
A.C. PAVING
2
Az1.03
ENCLOSURE SIDE
4"L X 2 1/2"W X 1/2" H.D. BUTT HINGES WELDED TO
STEEL ANGLE AND TO STEEL POST (4EA. LEAF)
DETAIL A
CONCRETE PROTECTIVE
CURB - TYP.
TRASH BIN WITH
LID. N.I.C. - TYP.
4" X 4 1/2" T.S. POST WITH CAP EMBEDDED 3'-0"
INTO 12" SQ. CONCRETE FOOTING (GROUT FILLED)
Drive
Trash Enclosure
Details
34'-0"
1/4" STL SHIM PLATE TO RECEIVE PIPE
SLEEVE
PROVIDE BOLT LOCK HOLE
ISSUE DATE:
3/4" O.D. STL. ROD
DETAIL B
4
Trash Enclosure - Jamb & Closure
SCALE: 1 1/2"=
1'-0"
-
WELD STOP PLATE TO CLOSE SIDE OF
GATE CHANNEL, ONE LEAF
7/8" I.D. PIPE SLEEVES, WELD TO SHIM
PLATE AND FOR FULL LENGHT OF PIPE
3
Az2.03
10'-8"
20 GA. 3" METAL RIBBED PANELS TO BE WELDED TO
CHANNELS
CONCRETE
PROTECTIVE RAIL AT 3'-0" ABOVE
CONCRETE SLAB - TYP.
SLOPE DOWN
5
4'-0"
61/2"
1
Floor Plan Trash Enclosure
SCALE: 1/4" =
1'-0"
4/25/14
PROJECT NO:
08-020-14
ISSUED FOR:
REVIEW
Az1.03
Notes:
LEGEND
WAREHOUSE
OFFICE
RETAIL
FUTURE
INDOOR BULK OIL STORAGE
& COMPRESSOR ROOM
NEW DELIVERY DOOR
NEW ENTRY
DOOR
NEW ENTRY
DOOR
NEW ENTRY DOORS (3)
OIL STORAGE
1998 USE AREAS - 89PC8
WAREHOUSE
OFFICE
RETAIL
TOTAL
INCLUDES:
TECH LOCKERS, RESTROOMS,
BREAK ROOM & SPECIAL
TOOLS ROOM
FLEET SHOP
3 STALLS
145,666 sf
11,613 sf
22,032 sf
179,311 sf
TENANT "A" CURRENT APPLICATION
NEW ELEVATOR LOBBY
28.77 sq ft
DEMOLISH THE EXISTING
2ND LEVEL BRIDGE AS
REQUIRED FOR NEW
DRIVEWAY - 65.27 sq ft
SHOP ACCESSORY
USE TECH.
DETAIL
RECEPTION LANES (3)
NEW ELEVATOR
DEMOLISH THE EXISTING
STAIRWAY AS REQUIRED FOR
NEW DRIVEWAY - 54.85 sq ft
BUILDING USE AREAS
SHOP DETAIL
EQUIPMENT
INCIDENTAL
SHOP ADVISORS
SHOP
MGR.
OFFICE
PARTS
REC.
WAREHOUSE & SUPPORT
OFFICE
RETAIL
TOTAL
DETAIL
BAYS (2)
OPEN TO
WAREHOUSE
BELOW
PARTS
OFFICES
SHOP LOUNGE
2,557 sq ft
OPEN
TO
BELOW
TRASH
12' x 24'
TENANT "B" - FUTURE (No Work)
REPAIR SHOP
32 STALLS
- 547.30 sq ft
70,966 sf
10,854 sf
21,773 sf
103,593 sf
WAREHOUSE & SUPPORT
75,718 sf
15,733 sq. ft.
EXTERIOR
PATIO TO
REMAIN
EXISTING OFFICES &
COMMUNITY ROOMS
PARTS
COUNTER
6,281 sq ft
TOTAL BUILDING
179,311 sf
PARTS
WAREHOUSE
← INFILL THE EXISTING ROLL-UP DOORS WITH NEW ALUM. FRAMED CLEAR LOW-E INSULATED GLASS WINDOWS - TYP FOR 22 LOCATIONS ALONG THIS WALL →
NEW ELEVATOR
NEW FASCIA BELOW
NEW ENTRY ARCH BELOW
NEW FASCIA BELOW
N
SCALE: 1" = 30'
1
Az2.01
TENANT "B"
75,718 sq ft
-
NO NEW WORK
No. Date
Revision
Architect
p. 208-215-7222
c. 208-691-9679
NEW ELEVATOR LOBBY AT THE
WAREHOUSE
TENANT "A"
PRODUCT
WAREHOUSE
NEW ELEVATOR W/ ACCESS TO:
1st Level, Warehouse & 2nd Level.
70,966 sq ft
NEW ELEVATOR LOBBY AT THE
1st & 2nd LEVELS
STAIRS UP
NEW ENTRY
DOOR
2
Proposed Floor Plan - 2nd Level
1
Az2.00
PARTS WAREHOUSE
2 LEVELS W/ PARTS
RACKING SYSTEM
(2ND LEVEL
MEZZANINE NOT
COUNTED TOWARDS
AREA, EXCEPT FOR
FIRE)
STAGING
NEW MEN'S
RR
(Employee)
NEW
WOMEN'S RR
(Employee)
REMODELED
MEN'S
REMODELED
WOMEN'S
Drive
OFFICE
OFFICE
OPEN OFFICE
RETAIL SHOWROOM
3,483 sq ft
4,573 sq ft
OFFICES
Proposed Building
Uses & Areas
NEW FASCIA ABOVE
NEW ENTRY ARCH
NEW FASCIA ABOVE
ISSUE DATE:
1
Az2.00
N
1
Proposed Floor plan - 1st Level
SCALE: 1" = 30'
4/25/14
PROJECT NO:
08-020-14
ISSUED FOR:
REVIEW
Az1.06
12 SERIES CHRYSLER SIGN - ILLUMINATED
W/ 28.1 SQ. FT. OF SIGN AREA
SEE DETAIL 5 ON SHEET Az2.01.
Notes:
PAINT ALL EXISTING CONCRETE WALLS
12 SERIES DODGE SIGN - ILLUMINATED
12 SERIES JEEP SIGN - ILLUMINATED
DEMOLISH THE EXISTING STAIRWAY.
NEW BUILDING FACADE - SILVER ACM
DEMOLISH THE BRIDGE TO THE
STAIRWAY.
12 SERIES RAM SIGN - ILLUMINATED
NEW ENTRY ARCH - SILVER ACM.
ALL EXISTING BRICK TO REMAIN AS IS.
37'-4" EXISTING
"WILSONVILLE" DEALER SIGN ILLUMINATED W/ 44.0 SQ. FT. OF SIGN
AREA.
30' PROPOSED ENTRY ARCH
30'-4" EXISTING
22' PROPOSED
12'-8" EXISTING
0"
257'-6" = LENGTH OF FACADE FOR SIGNAGE - SEE SHEET Az2.01 FOR SIGN DETAILS AND CALCULATIONS
4
Enlarged West Proposed Elevation
3
Enlarged West Existing Elevation
SCALE: 3/32" =
1'-0"
37'-4" EXISTING
EXISTING STAIRWAY TO BE DEMOLISHED
EXISTING CONCRETE WALL BEYOND
30'-4" EXISTING
BRIDGE TO THE STAIRWAY TO BE
DEMOLISHED.
EXISTING BRICK TO REMAIN AS IS.
21'-8" EXISTING
12'-8" EXISTING
SCALE: 3/32" =
1'-0"
No. Date
SEE ENLARGED ELEVATIONS #3 AND #4 THIS SHEET
THIS PORTION OF THE BUILDING, THE EAST SIDE OF
THE BUILDING AND THE SOUTH SIDE OF THE BUILDING
(PAINTED CONCRETE) TO REMAIN AS IS WITH NEW
PAINT.
THIS PORTION OF THE BUILDING WITH BRICK TO
REMAIN UNCHANGED.
Revision
Architect
p. 208-215-7222
c. 208-691-9679
2
Overall West Proposed Elevation
SCALE: 1/16" =
1'-0"
-
SEE ENLARGED ELEVATIONS #3 AND #4 THIS SHEET
THIS PORTION OF THE BUILDING, THE EAST SIDE OF
THE BUILDING AND THE SOUTH SIDE OF THE BUILDING
(PAINTED CONCRETE) TO REMAIN AS IS WITH NEW
PAINT.
THIS PORTION OF THE BUILDING WITH BRICK TO
REMAIN UNCHANGED.
Drive
West Exterior
Elevations
ISSUE DATE:
1
Overall West Existing Elevation
SCALE: 1/16" =
1'-0"
4/25/14
PROJECT NO:
08-020-14
ISSUED FOR:
REVIEW
Az2.00
B
36”
12’-0”
55”
46”
46”
15’-8”
46”
27’-6”
35 1/4”
35 1/4”
27 1/2” 9’-2 1/4”
42”
35 1/4”
35 1/4” 11’-11 1/2”
35 1/4” 20’-11 3/4”
LG PANEL
LG SERVICE SQUARE
LG SP CONFIG.
LG PSP CONFIG.
SM SQUARE
SM Panel
SM Service Square
SM SP Config.
SM PSP Config.
A
FAST OIL CHANGES & MORE
PANEL without Penzoil decal
36
17.6
60
105.4
8.6
21
10.3
35
61.6
SIGN DATA & CALCULATIONS
Site signs PDI (Per 4.156.08 (.01)
B
AREA USE
EXISTING AREA
ALLOWED AREA
HEIGHT ACTUAL
(HEIGHT ALLOWED)
PROPOSED AREA
SW Parkway Center Drive
None
80 sf for a single
building with a multitenant configuration
8’-0” (8’-0”)
33.9
SW Ellingsen Road
None
64 sf
4’-0” (8’-0”)
12.0
TOTAL SITE SIGNS
Service
A
Notes:
45.9
Building Mounted Signs on SW Parkway Center Drive
Non-Illuminated Service Directional
B
FRONTAGE LENGTH
EXISTING AREA
AREA CALCULATION
ALLOWED AREA
PROPOSED AREA
257’-6”
271 sf for the existing
“Hollywood
Entertainment”
36sf + 12sf for each
24lf >72lf to 200sf max
**128.5
**136.4
NOTE: All copy is first surface applied vinyl. Dealer option for exterior illumination via ground installed fixture.
** WE WISH TO MODIFY THE SIGN PLAN FOR THE ORIGINAL HOLLYWOOD ENTERTAINMENT, CASE #96DB11 TO RETAIN THE
MAXIMUM AREA ALONG SW PARKWAY CENTER DRIVE.
A
The total length of signs on this face of the building = 44’-5 3/8” - Allowable sign length = 257’-6” x 0.75 = 193’-0”
3'-0"
914.24 mm
Building Mounted Signs on SW Ellingsen Road
455’-10”
SP CONFIGURATION
B
A
A
B
B
None
36sf + 12sf for each
24lf >72lf to 200sf max
191.5
The total length of signs on this face of the building = 39’-6” - Allowable sign length = 455’-10” x 0.75 = 341’-0”
B
TOTAL BUILDING MOUNTED SIGNS
Service
Service
Parts
141.4
277.8
B
A
A
SQUARE
A
FAST OIL CHANGES
& MORE
Service
Parts
SERVICE
SQUARE
PSP CONFIGURATION
PARTS
SQUARE
4'-0"
1,218.99 mm
B
COPYRIGHT © 2013
The details shown on this drawing are
confidential and are the exclusive property
of Principle Group of Companies. No
use, copy or disclosure of this drawing
may be made without written permission
and it is to be returned to Principle
Group of Companies upon request.
A
Drawing Number:
All fixings to be determined
on site by site basis
Drawn By: R. Keck
Checked By:
Project: Chrysler Millennium Dealer Program Guide
Date: 05 FEB 2013 Revision:
Title: Chrysler Millennium Dealer Program Guide
Scale: n/a
Final connections to be made by
Certified Electrical contractor on site
Page: 4 of 17
B
A
PANEL without
Penzoil decal
BUILDING
MOUNTED
SIGN DIMENSIONS
Dim A:
36"
PSP CONFIG. (Above) 46"
Dim B:
12'-0"
B
27'-6"
9 1/2"
241.57 mm
Side A
B
Service
28.1
15"
12'-0"
15.0
JEEP (Right)
40 7/8"
8'-5 3/8"
28.8
RAM (Right)
38"
12'-0"
20.5
A C
- 12be
ft2 Benjamin Moore,
Facility Color must
Pelican Gray 1612MANUFACTURING
or Eifs Color - Oyster
DETAILS21612
- PAINTED ALUMINUM SIGN EXTERIOR CONSTRUCTION
ACM SIDE TUBE WITH MIRROR FINISH
- 3M BLACK REFLECTIVE VINYL COPY
B
COLORS
Building Mounted Sign Details and Dimensions
Service
5
SCALE: 1:0.77
7 SERIES
A
B
Chrysler 16 7/16”
7’-0”
Dodge
8 3/4”
7’-0”
Jeep
23 1/2” 4’-10 3/4”
Ram
22”
7’-0”
REMOVE THE EXISTING ROLL-UP DOORS AND REPLACE
WITH LOW-E GLAZING TYPICAL FOR 22 LOCATIONS.
Drawing Number:
2035 Lakeside Centre Way, Suite 250
Knoxville,
TN 37922
LG. PANEL EXPRESSLANE
SIGN
- ILLUMINATED
USAOF SIGN AREA.
W/ 36 SQ. FT.
Drawn By: R. Keck
Checked By:
Scale: n/a
SIGN DIMENSIONS & AREA
Dim A =
8'-0"
Dim B =
1'-2"
Dim C =
5'-4 1/8"
Dim D =
6'-4 1/8"
Sign Area = 33.9 Square Feet /
Side
- NON-ILLUMINATED
WALL BADGES
COPYRIGHT © 2013
FAST OIL CHANGES
ELECTRICAL REQUIREMENTS
AC
B
PSP CONFIGURATION
1
SIGN INFORMATION
OTHER
Directional
signsAVAILABLE
under 35 sfMESSAGES
are allowed to not be a part
of the sign calculations.
The sign is two sided.
Sign Area = 12 Square Feet /
Side = 24 sf Total
The sign is internally
illuminated.
The Facility must meet or adhere to Chrysler
MONOLITH
Facility Requirements outlined within the
Millennium Branding System.
SQUARE FOOTAGE
B
A
SIGN INFORMATION
The building mounted signs
are single sided.
SP CONFIGURATION
The
building mounted signs
are internally illuminated.
A
Side B
D-5 Mopar Directional
105.4
12'-0"
B
3 1/4"
83.74 mm
A
B
SQ. FT.
46”
46”
14.7
A
36”
12’-0”
36
55”
46”
17.6
46”
15’-8”
60
46”
27’-6”
105.4
35 1/4”
35 1/4”
8.6
27 1/2” 9’-2 1/4”
21
42”
35 1/4”
10.3
35 1/4” 11’-11 1/2”
35
35 1/4” 20’-11
3/4”
61.6
A
36.0
28 3/16"
CHRYSLER (Right)
A
DODGE (Right)
B
www.principleglobal.com
MOPAR SYSTEM
LG SQUARE
LG PANEL
LG SERVICE SQUARE
LG SP CONFIG.
LG PSP CONFIG.
SM SQUARE
SM Panel
SM Service Square
SM SP Config.
Sign SM
Area:
PSP (Sq.
Config.Ft.
PANEL
Sign Type:
PANEL (Above)
Knoxville, TN 37922
USA
Final connections
to be made
by
SEE
DETAIL
4 ON SHEET Az1.01
B
B
B
Service
LG. PSP CONFIGURATION SERVICE SIGN - ILLUMINATED
W/ 105.4 SQ. FT.Parts
OF SIGN AREA
SEE DETAIL 4 ON SHEET Az1.01
Page: 4 of 17
9 SERIES
A
Chrysler 21 1/16”
Dodge
11 1/8”
Jeep
28 5/8”
Ram
27”
B
A
A
A
SQUARE
A
Service
Parts
SERVICE
SQUARE
PARTS
SQUARE
B
A
MOPAR SYSTEM
LG SQUARE
LG PANEL
LG SERVICE SQUARE
LG SP CONFIG.
LG PSP CONFIG.
SM SQUARE
SM Panel
SM Service Square
SM SP Config.
SM PSP Config.
PANEL
B
A
37'-4" EXISTING
A
B
SQ. FT.
46”
46”
14.7
36”
12’-0”
36
55”
46”
17.6
46”
15’-8”
60
46”
27’-6”
105.4
35 1/4”
35 1/4”
8.6
27 1/2” 9’-2 1/4”
21
42”
35 1/4”
10.3
35 1/4” 11’-11 1/2”
35
35 1/4” 20’-11 3/4” 61.6
B
30'-4" EXISTING
A
Service
B
B
A
Service
A
NEW ROLL-UP DOORS X 3
LOCATIONS.
SP CONFIGURATION
B
Service
A
B
B
Service
Parts
Drawing Number:
Knoxville, TN 37922
USA
Drawn By: R. Keck
Checked By:
Scale: n/a
A
SQUARE
B
AFAST OIL CHANGES & MORE
A
B
SQUARE
A
MOPAR SYSTEM
LG SQUARE
LG PANEL
Parts
LG SERVICE SQUARE
PARTS
LG SP CONFIG.
SQUARE
LG PSP CONFIG.
SM SQUARE
SM Panel
SM Service Square
SM SP Config.
SM PSP Config.
Service
SERVICE
SQUARE
A
B
A
MOPAR SYSTEM
LG SQUARE
LG PANEL
LG SERVICE SQUARE
LG SP CONFIG.
LG PSP CONFIG.
SM SQUARE
SM Panel
SM Service Square
SM SP Config.
SM PSP Config.
PANEL
B
A
Service
Parts
SERVICE
SQUARE
PARTS
SQUARE
A
Page: 4 of 17
A
A
B
SQ. FT.
46”
46”
14.7
36”
12’-0”
36
55”
46”
17.6
46”
15’-8”
60
46”
27’-6”
105.4
35 1/4”
35 1/4”
8.6
27 1/2” 9’-2 1/4”
21
42”
35 1/4”
10.3
35 1/4” 11’-11 1/2”
35
35 1/4” 20’-11 3/4” 61.6
A
B
SQ. FT.
46”
14.7
B 46”
36”
12’-0”
36
55”
46”
17.6
46”
15’-8”
60
46”
27’-6”
105.4
35 1/4”
35 1/4”
8.6
27 1/2” 9’-2 1/4”
21
42”
35 1/4”
10.3
35
35
B 1/4” 11’-11 1/2”
35 1/4” 20’-11 3/4” 61.6
Service
A
A
B
A
Service
SP CONFIGURATION
B
B
A
A
SP CONFIGURATION
Service
PSP CONFIGURATION
COPYRIGHT © 2013
B
A
Service
Drawing Number:
Drawn By: R. Keck
Checked By:
Scale: n/a
Page: 4 of 17
PSP CONFIGURATION
COPYRIGHT © 2013
B
B
PANEL
PSP CONFIGURATION
COPYRIGHT © 2013
A
Parts
B
A
B
B
Drawing Number:
Drawn By: R. Keck
Checked By:
Scale: n/a
Knoxville, TN 37922
USA
C
4 SQ. FT.BLUE
19 1/2”
9”
B
C
8’-10 1/2”
8’- 10 1/2”
5’-11 1/2” 23 1/2”
8’-10 1/2” 11 1/8”
12 SERIES
A
Chrysler 28 3/16”
Dodge
15 “
Jeep
40 7/8”
Ram
38”
B
12’-0”
12’-0
8’-5 3/8”
12’-0”
17 SERIES
A
Chrysler 39 11/16”
Dodge
21 3/8”
Jeep
58”
Ram
52 3/4”
B
17’-0”
17’-0”
12’-1”
17’-0”
C
34 1/4”
15”
C
47 5/8”
21 3/8”
Monument
Sign - Service
BLACK
PROCESS BLACK
SCALE: 1:0.77
9.58WHITE
5.1 SILVER
9.6
7.0
SQ. FT.
15.5
8.2
14.2
10.1
PMS 2945
FAST OIL CHANGES
3
Checked By:
Scale: n/a
No. Date
Revision
DEMOLISH THE BRIDGE TO THE
STAIRWAY.
COPYRIGHT © 2013
Drawing Number:
Drawn By: R. Keck
Checked By:
Scale: n/a
Knoxville, TN 37922
USA
DEMOLISH THE EXISTING STAIRWAY.
VEHICLE ENTRY DOOR - REPLACE
EXISTING DOOR WITH NEW ROLL-UP.
NEW RAMP TO NEW ENTRY DOOR.
Page: 6 of 17
30'
SQ. FT.
28.1
15.0
28.8
20.5
SQ. FT.
56.2
30.3
58.4
40.7
Architect
PAINT ALL EXISTING CONCRETE WALLS
22'
14'-6"
p. 208-215-7222
c. 208-691-9679
0"
2
-
Knoxville, TN 37922
USA
Drawn By: R. Keck
SCALE: 1:1.21
NEW BUILDING FACADE - SILVER ACM
Drawing Number:
Monument Sign - Dealership
NEW ENTRY ARCH BEYOND - SILVER
ACM.
Page: 4 of 17
COPYRIGHT © 2013
SIGN INFORMATION
Directional signs under 35 sf
are allowed to not be a part
of the sign calculations.
The sign is two sided.
The sign is internally
illuminated.
Overall North Proposed Elevation
SCALE: 1" = 20'
Knoxville, TN 37922
USA
EXISTING STAIRWAY.
Drive
Page: 3 of 17
EXISTING ROLL-UP DOORS TYPICAL
FOR 26 LOCATIONS.
37'-4" EXISTING
30'-4" EXISTING
30'
22'
North Exterior
Elevations
14'-6"
ISSUE DATE:
0"
1
Overall North Existing Elevation
SCALE: 1" = 20'
4/25/14
PROJECT NO:
08-020-14
ISSUED FOR:
REVIEW
Az2.01
4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005
503.620.3030 tel | 503.620.5539 fax | www.aaieng.com
Y
R
EXISTING REMNANT FOREST
410
NEW HIGH SCREEN PER 4.176.02-E
A
IN
IM
MICHAEL O'BRIEN
OREGON
11/31/98
L
E
R
PLANTING LEGEND
TREES
5
ACER CIRCINATUM 'PACIFIC FIRE" - VINE MAPLE
10' B&B, WELL BRANCHED, 3 STEM MIN. AT BASE
20
ACER RUBRUM 'BOWHALL' - BOWHALL MAPLE
2" CAL. B&B, WELL BRANCHED, LIMBED TO 6'
12
CERCIDIPHYLLUM JAPONICUM - KATSURA TREE
1
10
50' BPA EASEMENT
CERCIS CANADENSIS 'FOREST PANSY' - REDBUD
TSUGA HETEROPHYLLA - WESTERN HEMLOCK
6' B&B, FULL TREES, BRANCHED TO GROUND
EXISTING TREE TO REMAIN
SEE ARBORISTS REPORT
NEW LOW SCREEN PER 4.176.02-D
EXISTING TREE TO BE REMOVED
SHRUBS AND GROUNDCOVER
90
ABELIA X GRANDIFLORA 'SUNRISE' - ABELIA
3 GAL. CONT., FULL PLANTS, SPACE AS SHOWN
5
BERBERIS DARWINII - DARWIN'S BARBERRY
406
CORNUS SERICEA 'KELSEYI' - REDTWIG DOGWOOD
2 GAL. CONT., FULL PLANTS, 24" O.C.
118
COTONEASTER HORIZ. 'VARIEGATUS' - ROCK COTONEASTER
77
MISCANTHUS SINENSIS 'PURPURASCENS' - FLAME GRASS
94
MYRICA CALIFORNICA - PACIFIC WAXMYRTLE
275
17
PRUNUS LAUROCERASUS 'ZABELLIANA' - ENGLISH LAUREL
RIBES SANGUINEUM 'KING EDWARD VII' - RED CURRANT
325
ROSA 'MEIKROTAL' - SCARLETT MEIDILAND ROSE
662
ERICA CARNEA 'VIVELLII' - WINTER HEATH
136
HEMEROCALLIS 'STELLA d'ORO' - DAYLILY
4" POTS, FULL PLANTS, 12" O.C.
501
LIRIOPE SPICATA - CREEPING LILYTURF
SW ELLIGSEN RD
GROUNDCOVER
3,272
215
SEDUM SPURIUM 'DRAGON'S BLOOD' - STONECROP
202
SEDUM X 'AUTUMN JOY' - STONECROP
503 sf
3,740 sf
SW PARKWAY CE
NTER DR
RUBUS PENTALOBUS - TAIWAN BRAMBLE
SEEDED FINE LAWN
SEE SPECIFICATIONS
SEEDED FIELDGRASS (NON-IRRIGATED)
SEE SPECIFICATIONS
EXISTING LANDSCAPE TO REMAIN
PROTECT DURING CONSTRUCTION
EXISTING STORMWATER FACILITY TO REMAIN
PROTECT DURING CONSTRUCTION
NOTES
1.
ALL PLANTS SHALL BE IRRIGATED BY A FULLY AUTOMATIC, PERMANENT,
UNDERGROUND IRRIGATION SYSTEM UNLESS OTHERWISE NOTED.
P
Y
R
410
A
IN
IM
MICHAEL O'BRIEN
OREGON
11/31/98
L
E
R
P
LEGEND
TREES
5
ACER CIRCINATUM 'PACIFIC FIRE" - VINE MAPLE
10' B&B, WELL BRANCHED, 3 STEM MIN. AT BASE
20
ACER RUBRUM 'BOWHALL' - BOWHALL MAPLE
12
CERCIDIPHYLLUM JAPONICUM - KATSURA TREE
1
10
CERCIS CANADENSIS 'FOREST PANSY' - REDBUD
TSUGA HETEROPHYLLA - WESTERN HEMLOCK
6' B&B, FULL TREES, BRANCHED TO GROUND
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED

WILSONVILLE CHRYSLER DODGE JEEP RAM

Transcription

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