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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 rm Lj Ld LLJ " m  | LJ >   < c» w - LIJ 0-1   uc m CD `^  < 5 LJJ »/ 10/20/2011 uj uf w c` L cr  sco oc u F_- _ Lli T  z | | | | |  u_ ^c 0 LJ u / _j| | | z < z a: -- I U9 - _  8  Lu -~ =@ -" < _- - W  [y B D_ . | Lu i0 z 0 L1_ 0 F_ Ul ~ - cn Lai 3 -- C +- ][  ' [ C] a 12 m CL Go rm Lj Ld LLJ " m  | LJ >   < c» w - LIJ 0-1   uc m CD `^  < 5 LJJ »/ 10/20/2011 uj uf w c` L cr  sco oc u F_- _ Lli T  z | | | | |  u_ ^c 0 LJ u / _j| | | z < rm Lj Ld LLJ " .  |   uc 0 L9 --' (j) DATE 10/20/2011  LD O 0 W cr CHECKED sco JOB NO.: PAN003 F_- _ T  0 C) ~ = 0 LJ " = {J uu z < z a: -- I U9 - _  8  Lu -~ =@ -" < _- - W  [y B D_ . | Lu i0 z 0 L1_ 0 F_ Ul ~ - - Lai 3 -- C +- ][  ' [ C] z rm Lj Ld LLJ DRAWING NAME: SHEET NO. DATE 10/20/2011 DRAWN DSS CHECKED sco JOB NO.: PAN003 PANDA PRODUCT DRAWING NAME: SHEET NO.