HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/3/20127
AREA SITE PLAN
NOT TO 5GALE
PROJECT DATA
SITE DATA:
SITE ADDRESS:
3264 GATEWAY STREET
SPRINGFIELD, OREGON 97477
MAP 17S-03W-22
TAX LOT 2101, APN#1703222003101
SITE AREA:
13,504 SF (0.31 ACRES)
SITE ZONING:
CC-COMMUNITY COMMERCIAL
PARKING:
EXISTING BUILDING:
1,840 SF RESTUARANT, 76 SEATS
19 EXISTING PARKING SPACES
PROPOSED BUILDING:
2,096 SF RESTAURANT,44-SEATS: 1/100 SF GFA REQUIRED = 21 SPACES
TOTAL PROVIDED: 16 SPACES
BICYCLE PARKING:
REQUIRED: I SPACE PER 600 SF OF FLOOR AREA = (4) SPACES
PROVIDED: (4) SPACES
BUILDING DATA:
CONSTRUCTION TYPE:
EXISTING TACO TIME 1,840 SF
PANDA EXPRESS RESTAURANT 2,096 SF
TYPE V-B, NON RATED, NON SPRINKLERED
OCCUPANCY:
PANDA EXPRESS RESTAURANT: A-2 ASSEMBLY
HEIGHT - STORIES:
ONE STORY
SHARED ACCESS ROAD
4
-7--77
EXIST. BUILDING
SITE PLAN.
III = 20'-0"
I=-
(-jl LXIS I INU CONCRETE SIDEWALK TO REMAIN
NEW DIRECTIONAL TRAFFIC SIGNAGE FOR
RIGHT-TURN ONLY
NEW OVERHEAD CLEARANCE BAR
EXIST. CONC. CURBS TO REMAIN
EXISTING ASPHALT PAVING, PATCH/REPAIR AND SEAL COAT
EXISTING IRRIGATED LANDSCAPING TYPICAL
NEW IRRIGATED LANDSCAPING
NEW 12'-0" X 10' COVERED CMU TRASH ENCLOSURE
NEW MENU BD., CONFIRMATION PANEL AND CANOPY
NEW CONCRETE CURB
REPLACE EXISTING CONC. WHEEL STOPS
NEW PAINTED PARKING STRIPES, TWO COATS,
HIGHWAY WHITE PAINT
NEW HANDICAP ACCESSIBLE PARKING SPACE, LOADING
ZONE AND SINGAGE AND ACCESSIBLE RAMP
NEW CONCRETE SIDEWALK
EXISTING STORMWATER CATCH BASIN
NEW SANITARY SEWER GREASE INTERCEPTOR
U-1
<
0
IWEVISIONS:
ISSUE DATE:
1ST I DEVELOPMENT ISSUES MEETING 1131112
ARCHITECT:
R
kEITER DESIGN GROUP
ARCHITECTS, INC.
7965 SW CIRRUS DRIVE
BE/%VERTON, OREGON 97008
(503) 574-n-036 FAX (5,03) 574-2916
NI&TW
3264 GATEWAY STREET -
SPRINGFIELD, OREGON 97477
EXTERIOR PAINT SCHEDULE
NO MANUFACTURER MFG# COLOR FINISH NOTES
SHERWW-WILLIAMS, SW 6348 REYNARD SATIN, LATEX BUILDING BODY
SHERWIN-WILLIAMS SW 6634 COPPER HARBOR SATIN, LATEX SIGN BANDS
i ANDA LOGO SIGN, SEE
SHERWIN-WILLIAIVS SW 6076 — TURKISH COFFEE SATIN, LATEX BUILDING TRIM MTL. PARAPET COPINGICAP SIGN VENDOR DRAWINGS
SHERWIN-WILLIAMS SW 709 ETHEREAL MOOD SEMI-GLOSS, LATEX "EYEBROW" OVER DOORS BY OWNER FLASHING, TYP. PANDA LETTER SIGN, SEE
MTL. PARAPET COPING/CAP
SIGN VENDOR DRAWINGS FLASHING, TYP.
ST 7 TOP OFTOWER
OWENS-CORNING, SW 6076 CSV-20007--- CARAMEL COUNTRY LEDGESTONE PILASTERS, TOWERS, WAINSCOT 26-0" A.F.F. • OWENS-CORNING SW 7639 CSVA44968 MOCHA TOP OF TOWER
—A TRIM PIECE AT TOP OF WAINSCOT 25'-W A.F.F. lip
CONTACT PERSON IS KATHY k PHONE-14ro-6-315-5081
MANNON EMAJL-Kathy.Mannon@owencoming.com STUCCO PLASTER SYSTEM,
SAND FINISH, TYPICAL BUILDING ADDRESS NUMBERS,
MIN. 8' LETTERS IN
4
3264
CONTRASTING COLOR
4
NDOW SCH EDULE
r6 TOP OF PARAPET D STUCCO PLASTER SYSTEM,
SYM WIDTH HEIGHT GLASS FRAME REMARKS F. (P
— U) _-------SAND FINISH, TYPICAL
16-3" 'IT-Om TEMPERED CLEAR ANOD. DOUBLE GLAZED, LOW E
GLASS ALUM.
D D
16-8-1/2' Iff-O" TEMPERED CLEAR ANOD. CULTURED STONE
DOUBLE GLAZED, LOW E
GLASS ALUM. WATYERTABLE CAP/SILL
C H I 14'F-
13,-8-10 jO!_O- TEMPERED CLEAR ANOD. PLASTER SCREED,
DOU13LE GLAZED, LOW E EXPANSION JOINT GOOSENECK LIGHT
GLASS ALUM.
4V 4-41-1/2- TEMPERED CLEAR ANOD QUIK-SERV, MODEL SST -4860 12'10"A.F.F41' • EXTERIOR LIGHT
GLASS ALUM. STEVE BERT, 800-388-8307
FIXTURE L80 ROT. OF SOFFiTrrop OF PILASTER
7
GLASS TILE MURAL 14 A.F.F.
CULTURED STONE gi
E0. - TOP OF AWNING
;e
WATERTABLE CAP
12'-6* A.F.F. 14P
------ - AWNING W/ METAL
FABRIC AWN
TOP OF STONE
FRAME, SEE DETAIL 3/A3.2
10*-0" A.F.F.
-------------------------------------------
N---------- IF ---------- IF ---------- IF -------
BOT. OF AWNIN
ar,
n_
IT-9m
&-68 A.F.F. F .
4'-5 314" EQ. EO. 4-5 3/40
CULTURED STONE VENEER
Y.
7:7
K,
CULTURED STONE VENEER
t I
r3 Ii i . _
A
.
FLOOR 0'-0"
FINISH
8 2. 2
ALUM. STOREFRONT
SYSTEM, TYP.
TYP.
i T T { T
Q? I
IL
(P-1 1-0)
COLOR
P
S
16-8 10 4112" 11110
9
60
5 MTL. PARAPET CAP E)(p
A-2.1 FLASHING, TYP.
TOP OF PARAPET
M"A.F.F. 0
(f) STUCCO PLASTER SYSTEM,
SAND FINISH, TYPICAL
: {
0
EQ. EQ.
EQ.
EQ-
CHINE
AIR CURTAIN OR HEATED FAN
-'PLASTER SCREED,
4'-0* CULTURED STONE
. % . DRIVE THRU CANOPY.
EXPANSION JOINT
WATERTABLE CAP
WATERTA
REFER TO DETAIL 1/A3.2
lk
STUCCO PLASTER SYSTEM,
E ERIOR LIGHT CULTURED STONE
SAND FINISH, TYPICAL EXTERIOR FIXTURE L87 WATERTABLE CAP
. . . . . . FIXTURE L80.
7
TOP OF STONE
CULTURED STONE VENEER
co
OUTSIDE VIEW
CULTURED STONE
WATERTABLE CAP
CULTURED STONE
WATERTABLE CAP
1: 7
CULTURED STONE VENEER
S.
7
I. *KAWNEEf;r ANODIZED CLEAR ALUMINUM WINDOW SYSTEM
C%J!
GLAZING TQ BE DUAL GLAZ WITH 1/? GAP, LOW-E.
FINISH FLOOR
t
w.
A-F.F.
NV 0-0
2. DOORS: STYLE AND RAIL. GLAZED DOORS WITH EXTRUDED ALUM. TUBULAR
FINISH FLOOR 0'-0-
FRAMES. DOOR TYPIE: 1-314a THICKNESS, POWDER COATED, FACTORY FINISH. CULTURED STONE VENEER A.F.F.
3. WINDOW DIMENSIO44S ARE FOR BIDDING PURPOSES ONLY. G.C. TO VERIFY ALUM. DRIVE-THRU
ACTUAL WINDOW DIMENSIONS PRIOR TO FABRICATION INSTALLATION. WINDOW
4- MANUFACTURER: QUIK-SERV, MODEL SST-4860, R.O. 4& X 60-
5- GLAZING U FACTOR =1.19, SHGC = 0.83
6. WINDOW SYSTEM SHALL COMPLY WITH SECTION 1714.5 AND Date Received:
CHAPTER 24 OF 2009 I.B.C.
FEB -321
WINDOWS AND DOORS ELEVATI -0 --- N8 3 Original Subm ittal -
N.T.S. A-2. 0 SOUTH ELL- VATION 2
Scale =114 " =1' -0" A -2.0
2- of,
0 •
0
C N I N
PANDA RESTAURANT GROUP INC.
1683 Walnut Grove Ave.
Rosemead, California
91770
Telephone: 626.799.9898
Facsimile: 626.372.8288
REVISIONS:
ISSUE DATE:
DRAWN BY: SAR
REITER DESIGN GROUP
ARCHITECTS, INC.
7965 SAN' CIRRUS DRIVE
BEAVERTON', OREGO' 97008
(505) 574-5036 FAX (503) 574-2916
STAMP:
V
AM
111TITIM1 xv,
3264 GATEWAY STREET
SPRINGFIELD, OREGON
EXTERIOR
ELEVATIONS
6-4w EQ. EQ. EQ. I
j EQ. EQ. T -4 1t2" 3'-4"
1 A-2.2
ti
i
li
i
=C>
I
i;
iii
3
'
(
fI
I
I
iI 11
I
I
LJ
H
!L-j
9
CO
.91 V
I
T
f
U
04
T
T
5 MTL. PARAPET CAP E)(p
A-2.1 FLASHING, TYP.
TOP OF PARAPET
M"A.F.F. 0
(f) STUCCO PLASTER SYSTEM,
SAND FINISH, TYPICAL
: {
0
EQ. EQ.
EQ.
EQ-
CHINE
AIR CURTAIN OR HEATED FAN
-'PLASTER SCREED,
4'-0* CULTURED STONE
. % . DRIVE THRU CANOPY.
EXPANSION JOINT
WATERTABLE CAP
WATERTA
REFER TO DETAIL 1/A3.2
lk
STUCCO PLASTER SYSTEM,
E ERIOR LIGHT CULTURED STONE
SAND FINISH, TYPICAL EXTERIOR FIXTURE L87 WATERTABLE CAP
. . . . . . FIXTURE L80.
7
TOP OF STONE
CULTURED STONE VENEER
co
OUTSIDE VIEW
CULTURED STONE
WATERTABLE CAP
CULTURED STONE
WATERTABLE CAP
1: 7
CULTURED STONE VENEER
S.
7
I. *KAWNEEf;r ANODIZED CLEAR ALUMINUM WINDOW SYSTEM
C%J!
GLAZING TQ BE DUAL GLAZ WITH 1/? GAP, LOW-E.
FINISH FLOOR
t
w.
A-F.F.
NV 0-0
2. DOORS: STYLE AND RAIL. GLAZED DOORS WITH EXTRUDED ALUM. TUBULAR
FINISH FLOOR 0'-0-
FRAMES. DOOR TYPIE: 1-314a THICKNESS, POWDER COATED, FACTORY FINISH. CULTURED STONE VENEER A.F.F.
3. WINDOW DIMENSIO44S ARE FOR BIDDING PURPOSES ONLY. G.C. TO VERIFY ALUM. DRIVE-THRU
ACTUAL WINDOW DIMENSIONS PRIOR TO FABRICATION INSTALLATION. WINDOW
4- MANUFACTURER: QUIK-SERV, MODEL SST-4860, R.O. 4& X 60-
5- GLAZING U FACTOR =1.19, SHGC = 0.83
6. WINDOW SYSTEM SHALL COMPLY WITH SECTION 1714.5 AND Date Received:
CHAPTER 24 OF 2009 I.B.C.
FEB -321
WINDOWS AND DOORS ELEVATI -0 --- N8 3 Original Subm ittal -
N.T.S. A-2. 0 SOUTH ELL- VATION 2
Scale =114 " =1' -0" A -2.0
2- of,
0 •
0
C N I N
PANDA RESTAURANT GROUP INC.
1683 Walnut Grove Ave.
Rosemead, California
91770
Telephone: 626.799.9898
Facsimile: 626.372.8288
REVISIONS:
ISSUE DATE:
DRAWN BY: SAR
REITER DESIGN GROUP
ARCHITECTS, INC.
7965 SAN' CIRRUS DRIVE
BEAVERTON', OREGO' 97008
(505) 574-5036 FAX (503) 574-2916
STAMP:
V
AM
111TITIM1 xv,
3264 GATEWAY STREET
SPRINGFIELD, OREGON
EXTERIOR
ELEVATIONS
3 of 4 po.,S
REVISIONS:
ISSUE DATE:
DRAWN BY: SAR
PANDA PROJECT S8- 12 -D3101
ARCH PROJECT
REITER DESIGN GROUP
ARCHITECTS, INC.
1,965 SVV CIRRUS DRIVE
BEAVEkTON, OkEGON 9-17008
(503) 574-3036 FAX (503) 574-2916
3264 GATEWAY STREET
SPRINGFIELD, OREGON
2X STUDS @ 16- O.C.
718' STUCCO OVER METAL LATH
BUILDING FELT
518* GYP. BRD. SEE INT.
ELEV. FOR FIN.
EXTERIOR PLYWOOD
SHEATING
INSULATION
,r MOLD PLASTER WEEP
4X HEADER, SEE "S"
SCREED
DRAWINGS FOR INFO
(---PANDA LOGO SIGN, SEE
24 GA GALV.
1f4„ WOOD SHIM AND SEALANT
MTL. PARAPET COPING /CAP
SIGN VENDOR DRAWINGS
MTL PARAPET COPING/CAP
METALFLASHING
FLASHING, TYP.
FLASHING, TYP.
PANDA LETTER SIGN, SEE
CORNER BEAD TYP
SIGN VENDOR DRAWINGS
SEALANT ALUM, HEADER
TOP OF TOWER
IV
26-0- A.F.F.
ALUM. DOOR FRAME W/
MTL. PARAPET COPING /CAP
uj
Lu
TEMP. GLASS
STUCCO PLASTER SYSTEM,
FLASHING, TYP.
co
SAND FINISH, TYPICAL-
. . .................. .: ............................
. . . ...... ..
E)(,o
co
(P
D
All
D O
TOP OF PARAPET
19-6"A.F.F.
Cv
CULTURED STONE
GO)
zo
WATERTABLE CAP /SILL
41 Q
GOOSENECK LIGHT
1V
ell
C H I
DOOR HEAD DETAIL
3
17-10- A.F.F.
BOT OF SOFFIT/TOP OF PILASTER
Scale:3"=_0n
I '
A-2.1
14' -0" A.F.F.
PLA TER CREED,
TOP OF AWNING
EXPANSION JOINT
12'-6" A.F.F.
FABRIC AWNING W/ METAL
FRAME, SEE DETAIL 3/A3.
- -- — -- — — — — — — -- - - - - -- — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — —
— — — — — — 7 r — — — — — — — — r — — — — — — — — —
7 — — — — — — — — — — — — — — —
ALUM. DOOR FRAME Wt
BOT. OF AWNING
low
NMI I
TEMP. GLASS
8'-6- A.F.F.
__-----STUCCO PLASTER SYSTEM,
f
SAND FINISH, TYPICAL
SWEEP STRIP
CULTURED STONE VENEER
=
r -I
CULTURED STONE
WATERTABLE
CAP/SILL
SLOPE
THRESHOLD
•
CULTURED STONE VENEER
112* TO 114"
CERAMIC TILE
(SEE FINISH)
FINISH FLOOR IT-0"
7
11T MAX.
FIN ISH FLOOR
71
0'-0* A.F.F.
ALUM. STOREFRONT
ALUM. STOREFRONT DOOR INTERNATIONAL SYMBOL
SYSTEM, TYP. j
OF ACCESSIBILITY 60'AFF
DOOR SILL DETAIL
4
NORTH
ELEVATION
1
Scale:X=V-0"
AIM _ 1
Scale 114"=V-0"
-2.
JA 1
7V STUCCO,
EXTERIOR PLYWOOD SHEATING
CORNER SCREED
SEALANT
1
1/4* WOOD SHIM
AND SEALANT
CORNER BEAD TYP
5V GYP. BRD.SEE
MTL. PARAPET CAP
INT. ELEV, FOR FIN.
FLASHING TYP.
TOP OF PARAPET
2X6 STUDS @ 16- O.C.
19'630 A.F.F.
INSULATION
STUCCO PLASTER SYSTEM,
STUCCO PLASTER SYSTEM,
DOOR B D ETA-11L
5
SAND FINISH, TYPICAL------_
i.
SAND FINISH, TYPICAL
Scate:3*=l *-On
A-2.1
PLASTER SCREED,
-`
EXPANSION JOINT----='
FRAMING
EXT. LIGHT FIXTURE L85
CULTJRED STONE
n7
WATERTABLE CAP
CULTURED STONE
CO
WATERTABLE CAP
CULTURED STONE
VENEER
-7 =7
CULTURED STONE VENEER
1/4"
FINISH FLOOR r6
Date ReCelved'
PAINTED STUCCO SEE SPEC & SCHED.
O'-O"A.F.F.'Rp
ELECTRIC METER AND
HOLLOW METAL DOOR
SERVICE EQUIPMENT
AND FRAME
FEB - 3 2012
'FRY REGLET CHANNEL SCREED OR
EQUAL PAINT TO MATCH FILED COLOR
original Submiftal
L A 'zTER SCREED DETAIL
6
WEST
ELEVATION
2
1"=I#-O"
A-2. 12
Scale = 114" =1' -0"
A'2 ,
3 of 4 po.,S
REVISIONS:
ISSUE DATE:
DRAWN BY: SAR
PANDA PROJECT S8- 12 -D3101
ARCH PROJECT
REITER DESIGN GROUP
ARCHITECTS, INC.
1,965 SVV CIRRUS DRIVE
BEAVEkTON, OkEGON 9-17008
(503) 574-3036 FAX (503) 574-2916
3264 GATEWAY STREET
SPRINGFIELD, OREGON
DOCUMENT NO. 2006-006915 <
ASSESSOR PARCELNUMBER Lo
17032220 1900
OWNER: 3346 GATEWAY, LLC
ASSESSOR PARCEL NUMBER
Of
17032220 2000
OWNER: CROSSROADS CENTER ONE, LLC
1 ACCESS''
CLEANOUT, -0
STORM MANHOLE
RIM=432.38 Iry c).
0 f5
-432-22 433-09
wv
N89:45*200E 100.00
LANDSCAPING TR PPED UNABLE TO
cl-
(jTACO 11M
LANDSCAPING SIGN
C8 RIM=431.44' v1_
IQ
TRAPPED UNABLE TO 7
cn 40.00
BUSINESS SIGN 4
tv4ATTRESS MANIA [12]
PARKING ONLY
ASSESSOR PARCEL NUMBER 433.37 T.C. Lli
17032220 2101 TAG ME
PARCEL 2 DOCUMENT NO. 2011-030530
ASSESSOR PARCEL NUMBER 4 c 434.60 A.C.
Ld
C.
TPWR-
114341 LD STORM 1:0LE
DRIVE THRU 48' 43,3 .45
SIGN z 95 T.
EXISTING
COMMERCIAL BLDG. RE
28.5' EXISTING PPAUMINA 434.49 A.C.
TACO 11ME
%K 1861 SF
SANITARY SEWER CATCH BASIN CI
LANDSCAPING ST ST--U .-- TORM MANHOLE
DOCUMENT NO. 2006-0655211'',
ASSESSOR PARCEL NUM EV
rtc<
kLANDS
1E OUT E. 421.59' DUTCH BROS <
1703224-0'2300 SIGN LD
OWNER: RONALD M. DEFOE ANb-KARLA 434.319 A.C.
SIGN
AL BOX I
K. DEFOE (HUSBAND AND WIFQ
zm_1W
I. THE LEGAL DESCRIPTION SHOWN HEREON IS BASED ON THE PRELIMINARY TITLE REPORT ISSUED BY
r/nS` amEnu*m TITLE INSURANCE COMPANY FILE NO. NCS-509267-ONT1. DATED OCTOBER 08. 2011.
2. THE SITE AS SHOWN LIES WITHIN ZONE ~Y'' -AREAS DETERMINED T0 BE OUTSIDE 500-YEAR
FL0ODPLAIN" BASED ON THE FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 41039C1133F.
BEARING AN AFFECTIVE DATE OF JUNE 02. 1999.
3. THE BASIS OF BEARINGS FOR THIS MAP IS THE MOST EASTERLY WEST LINE OF THE PARCEL
DESCRIBED IN EXHIBIT =A^ OF PREUMA|NARY TITLE REPORT BYFIRST AMERICAN TITLE INSURANCE
COMPANY FILE NO. NCS-509287-ONT1. BEARING IS FROM EXHIBIT ~A~ OF FILE N0. NCS-509287-0NT1
BEING NORTH 00'04'00*" EAST. '
^&
SPACE FOR A TOTAL OF 19 PARKING SPACES.
PARKING: THE SUBJECT SITE CONTAINS 18 REGULAR PARKING SPACES AND 1 HAN|CAP PARKING
BENCH MARK
VERTICAL CONTROL BASED ON LANE COUNTY SURVEYORS DIVISION - GEODETIC CONTROL SECTION
BENCH MARK Y-612 1967, BEING ABRASS CAP IN THESE CORNER OF BELTLINENOAD AND 1-5
OVERPASS IN SIDEWALK. ELEVATION = 457.28 FEE-[
UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREk EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
UTILITY LOCATIONS SHOULD BE VERIFIED BY OREGON/WASHINGTON UTILITY NOTIFICATION CENTER PRIOR TO ANY
~ U | ^ \ |
SPECIAL EXCEP11ONS
(PER FIRST AMERICA TITLE INSURANCE COMPANY REPORT NO. , DATED OCTOBER
' 020Yd __ _ .
[10l EASEMENT INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED
DECEMBER 28, 1977, RECEPTION NO. 77-83116. IN FAVOR OF CITY OF SPRINGFIELD
FOR PUBLIC UTILITIES. '
SAID ITEM AFFECTS THE EASTERLY 5.00 FEET OF THE SUBJECT PROPERTY AND IS
SHOWN HEREON.
[11] ACCESS AND PARKING EASEMENT AGREEMENT, INCLUDING TERMS AND CONDITIONS
THEREOF. RECORDED APRIL 15, 1987. RECEPTION NO. 87-15858. FOR ACCESS AND
PARKING. COVERS ENTIRE SUBJECT PARCEL.
[121 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED
AUGUST 06, 2004 AS INSTRUMENT NO. 2004-062281. IN FAVOR OF JAMES F HA|NES
SR. JAMES F. HA|NES' JR. WILLIAM S. HA|NES AND 8RENTN. WCLEAN AND F. '
SUCCESSORS AND ASSIGNS.
/
FOR PARKING. COVERS ENTIRE SUBJECT PARCEL.
* - FOUND SURVEY MONUMENT
11001 AS NOTED
-------~--' - BOUNDARY LINE
-------- - RIGHT-OF-WAY LINE
--'------- - CENTERLINE
----~-~~-- - EASEMENT LINE
- CURB LINE
---'400---- - 1' CONTOUR INTERVAL
-W--~--- - WATER LINE PER FIELD LOCATES
-- --SS-- -- - SANITARY SEWER LINE PER FIELD LOCATES
-- --ST-_ -- - STORM SEWER LINE PER FIELD LOCATES
-GAS- - GAS LINE PER FIELD LOCATES
u '
---- ---- - UNDERGROUND POWER, TELEPHDNE, AND CABLE TV PER FIELD LOCATES
---PVVR--- BURIED POWER LINE
FF - FINISH FLOOR
SF - SQUARE FEET
C| - CURB INLET
[101 - EXCEPTION NUMBER
433.7 T. C. SPOT ELEVATION (TYP')
B. W. - BACK OF WALK
A.C. - ASPHALTIC CONCRETE
T.C. - TOP OF CURB
[z--::=- - TRAFFIC SIGNAL POLE
[]
^= - CATCH BASIN C|
CATCH BASIN
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANUUT
STORM SEWER MANHOLE
POWER VAULT
POWER METER
WATER VALVE
VMSB - WATER METER'
-6- - FIRE HYDRANT
- LIGHT POLE
_BUILDING
-
CONCRETE SURFACE
ASPHALT SURFACE
BELTLINE RD.
ui
ui
C5 D
>- KRUSE WAY
ui
S1 TE
Z_ POSTAL WAY
VICINITY MAP
NOT 7-/l SCALE
Von
20 0 10 2O
GRAPHIC SCALE
1a= 20"
| kN
FOUND -'`= ',` -, '=',^^-', `~~ CURVE DATA
1100 FOUND 5/8" IRON ROD NO CAP TABLE
11U4 FOUND PK NAIL IN TOP 0F PLASTIC CAP /
. 4=00*50`10~
11021 FOUND PK NAIL IN TOP OF PLASTIC CAP ^ R=1889.88'
L=3737'
CH=S 00^21`10^ 0\
27.J7'
LEGAL DESCRIPTION
(PER FIRST AMERICAN TITLE INSURANCE COMPANY PRELIMINARY TITLE REPORT FILE NO.
- NCS-509287-UNT1. DATED OCTOBER 8, 2011):
REAL PROPERTY IN THE COUNTY OF LANE, STATE OF OREGON, DESCRIBED AS FOLLOWS:
THE FOLLOWING DESCIRBED REAL PROPERTY SITUATED IN SECTION 22 TOWNSHIP 17 SOUTH RANGE 3
WILLAMETTE OF THE LLAwETTE MERIDIAN, IN THE CITY OF SPRINGFIELD, COUNTY OF LANE AND ` STATE OF
OREC0N, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 333.80 FEET NORTH 89^49'20^ [AST OF THE SOUTHEAST CORNER OF THE
A.C. STEVENS DONATION LAND CLAIM NO. 45, TOWNSHIP 17 SOUTH. RANGE 3 WEST OF THE
WILLAMETTE MERIDIAN AND RUN NORTH 00^04' WEST 78.08 FEET;
THENCE SOUTH 89~40'20^ WEST 18.00 FEET;
THENCE NORTH 00*04' WEST 73.89 FEET'
'
THENCE NORTH 89^45'20^ EAST 100.00 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF
GATEWAY STREET;
THENCE SOUTH 00'04' EAST 124.80 FEET;
THENCE ALONG THE ARC OF A 1889.80 FOOT RADIUS CURVE TO THE RIGHT. THE LONG CHORD OF
WHICH BEARS SOUTH 80^21`10" WEST 27.37 FEET,
THENCE SOUTH 89'49'20^ WEST 81.80 FEET TO THE POINT OF BEGINNING. IN LANE COUNTY. OREGON
`
ALSO TOGETHER WITH THE EASEMENTS FOR INGRESS AND EGRESS AS SET FORTH IN DOCUMENTS
RECORDED AUGUST 08. 2004 AS INSTRUMENT NO. 2004-062262 AND 2004-062283 AND FEBRUARY
10. 2005 AS INSTRUMENT NO. 2005-010205.
THE LEGAL DESCRIPTION WAS CREATED PRIOR TO JANUARY 01. 2008.
TAX PARCEL NUMBER' 1187549 AND 5473036
.
(CONTAINING APPROXIMATELY 13.804 SQUARE FEET, OR 0.32 ACRE.)
`
SURVEYOR'S CERTIFICATE .
TO PANDA RESTAURANT GROUP, INC., CFT DEvELDPWEwTS, LLC, CnERNC FxWU-Y TRUST, PANDA
EXPRESS, INC., AND THEIR AFFILIATED ENTITlES, AND FIRST AMERICAN TITLE COMPANY:
THIS |8 TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON wm/C* IT IS BASED WERE MADE
IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE
SURVEYS." JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND N3PS IN 2085, AND INCLUDES ITEMS
2, 3' 4, 7( 8. 8. 1 (B). 13. AND 14 OF TABLE A THEREOF. PURSUANT TO THE
. ACCURACY STANDARDS AS ADOPTED BY ALTA AND N3PS AND IN EFFECT ON THE DATE OF THIS
CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN WY PROFESSIONAL OPINION, S A LAND
SURVEYOR REGISTERED IN THE STATE OF OREGON, THE RELATIVE POSITIONAL ACCURACY OF THIS
SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN.
STEVEN OAKS, PLS
MR
OR. REGISTRATION NO. 2748
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