Loading...
HomeMy WebLinkAboutPlanning 2018-03-08 Item 4 - 13310 Interurban Avenue South Design Review and Variance - Attachment A: Site and Civil Plans21 VICINITY MAP SQUARE FOOTAGE CALCULATIONS SITE INFORMATION KEYNOTES PM DESIGN .� p SQUARE FOOTAGE SITE DATA O LOCATION OF EXISTING MONUMENTS GN. FIRST FLOOR Building Use Occupancy Classification Square Footage ADDRESS/LOCATION. 13310 INTERURBAN AVE S Q LOCAs O1 OF NEM/BICYCLE MCUE DEMO/SC/101 9tAi AEU, ' Sales Area Convenient Store M VB 3715 TUKWILA, WA 98160 O NEW PARNM0 UGHi POLE, WAPINO FOOiINGTYPIGLOF �). POLE TORE 9'SOIARESTEELPOE, 19'HIGH WITHWHITE WASH SEE OETNLB50101Aro ELECTRICALOUWINGR FOR WAP M+NUFACi1.WERMID NOOEL IxFORM4nON. --` Restrooms Convenient Store VB 558 APN:000300-0113 O EMPLOYEE DESIGNATED PARKING AREA C'I'•N°mtv Storage Convenient Store S-2 VB 494 APN: 000300-0045 0 EXISTING COMMERCIAL TRLCNFlIELING DISPENSERS AND CANOPY • ems- """ u "7.°:,11;::.,M Coolers Convenient Store M VB 1763 MUNICIPALITY: CITY OF TUKWILA © lox 30 LOADING ZCNE WIN I. DICK WHITE REFLECTIVE PAINT DIACONAL STRIPING Architectural Solutions Group -°• =,,, ,�„,;,'” Future Quick Serve Convenient Store M VB 154 O :Lox 745111,3 . 1,..,Li LATCH EXISTING ADJACENT SIDEWAY. SLOPE AS NECESSARY TO MEET ADA STANDARDS ANO 7 REDMREMENTS. SEE CNIL DMWINGS. ,. 0 NEW PUBLIC ACCESS WALKWAY AND PATH OF TRAVEL FROM ADJACENT PUBLIC SIDEWALK RIGHT OF WAY is. Cashier Convenient Store M VB 246 LOTS- 35,575 SF (82 ACRES) 0 NEW LAIOSCAPE PLANTER, SEE UNOSCAPE DRAWINGS swe..«. -tom APN(LEASED)- 3,627 SF (.08 ACRES) 0 NEW 'ENTRANCE oNLY-No our DIRECTOWLSIG8AGE. x M • -.w ,`5 �("�N - Seal (1_��• III 1'. FIRST FLOOR TOTAL 7090 TOTAL SITE AREA: •75,814 SF (1.74 ACRES) 0 REQUIRED MINIUM ISLMIDSCAPE BUFFER. ....e I. k ken Norm. u O NEW ADAACCE551BLE RAMP WRHTRO1C41ED DOMES,BEE DETAIL 1050101. • SECOND FLOOR Building Use Occupancy Classification Classification Square Footage CALCULATIONS: SEE LANDSCAPE DRAWINGS t3 -rxsr FUELOPr. SEE GNUPr DETAILS aN slr_ETG1. NEW faa QAN Office Convenient Store B VB 753 O EXISTING TRASH ENCLOSURE TOPEIANNANDACCESSED BYTHECOLNENENCESiOPEANO COFFEEKIGN. _ Storage Convenient Store S-2 VB 1697 TOTAL BUILDING AREA 10,0278E 0 uorororAmEatt LIGHT anon FASEIENr. faFP'" Balcony Convenient Store VB 481 EXISTING ZONING: CLI O EMERGENCY SHUTOFF SWITCH,SEEEXTERIOR ELEVAipNBAN1 FUEL SITE PIANF51.1 O NEWCPROTECTNEGUPAO BOINm. TV CFO SEE DEMI. 21S0101 SECONDTOTAL TOTAL 2931 fO8 NEWSPROTECTWEOARDBCLIAfm WRHACCESSBILITYSIGWIGEATACCESSIB1EPARXINGSTPLLSEEDETHLISDl01, v �• �- TOTAL 111071 PARKING: 1. PARKING REQUIRED: 25 STALLS PER 1,000 SQUARE FEET Q LOGTIIXIOF RED Box 5881 O LGCAnaNOF NEW K£ MERCHANDISER COFFE KIOSK B VB 2B0 10,021 SF /1000.2.5= 25.06 26 STALLS REQUIRED -PARKING PROVIDED: 28 STALLS Q LOGnoxoF NEW ICE MERCHANDISER FUEL CANOPY 5230 0 NEW3rx DRIVEWAY ENTRY, SEE 0II008 WNGS " - -• ACTUAL AREA SHOWN IS 1.74 ACRES PER COUNTY PARCEL VIEWER 0 NEW NV DRIVEWAY 08151. sEEavILORAmxGs /\ „ N NEW UNDERGROUND STORAGE TANKS. SEE TAM INFORMATION ON FUEL SHEETS. O NEW AIR UNIT ON3''%0xI' CONCRETE PAD WITH GUARD POSTS. SEE DETAILS 0, 137 ON SKEET SO101. 0 NEWBOLIARDUG8T FIXTURE. SEE ELECTRICAL OMWINGS FOR MANUFACTURER ANO MODEL NUMBERS TYPICAL O'6 LOGi10R5. ® 0 0 48TH AVE S m W IN o REVISION PLANNING DEPT. SUBMITTAL BUILDING PERMIT SUBMITTAL �� mim m ,o D• 471111111111111111%A 35'-0" �® Inial ate' ....... ..-. ��`��- �� • -- • ......... Z _, ---- ::: .... Ise ® BSI a - -03 LIS O 131'©�� �� • 444444a CANOPY PETERSON'S 76 STATION 13310 INTERURBAN AVENUE SOUTH. TUKWILA, WA 98168 .� ..;CAI•• 12,_0. FUELING �� � O � m -I• �I o' D 0" „ „ 32' ISLAND CI— i il - I • EL r N 4'. 0] 1 _ D ©o r O C•1 • .. I� ..... � 1 Loa ® °� O ,■ �( • , ITT .� O 1:%i " -: ;. ,,, _ _.. q-t�\.t792 � A I � 0 ■ l)o • /Th lTh JID 17"E 155.83' ,, lii I II i � iv 41, o� 0 0 • 49 •,,\ (. ....: 20' 0" ` _. _... ._......... ...._... _, O Y U, Ilv�iii oo�r 0 � Tom. 'o w= ST/� IoW 1(/ \ oP �. 20 0 20 m -•:-: ...� 20'_0•• •-•- -•.-•.---„,l .`T1\��;: _,� _1 CI, ,,•A.• ... • Project Number PTW16001.0 Sheet Nome SITE PLAN MP) - 0 7.5 15 30 60 90 Sheet Number -j S ID 1 0 1 , SITE PLAN , SP101 1'=140 SCALE 1.9•15'-0' 2013 22 23 VICINITY MAP SQUARE FOOTAGE CALCULATIONS SITE INFORMATION KEYNOTES pm DESIGN SQUARE FOOTAGE SITE DATA O L05006650SUM FIRST FLOOR Building Use Occupancy Classification Square Footage ADDRESS/LOCATION: 13310 AVES SEED O LOGTIONOF NEW BICYCLE RAIX.SEE OETAIL7150101. . Sales Area Convenient Store M VB 3715 TUKW LA, WA 80160 TUKWILA, WA 9816 O NEW P1,11 1.,70 TPoLEWIP PNOFOOIINGTTPIGLL OF211c0=0,0551,1,12=4, 11'11011 WITN WNTE RASH SEEDETML85D101 ANO EI.ECTPIGLOPAWINGS FOR LPNP MOCE ■1 ,E,,,,, Restrooms Convenient Store VB 558 APN:000300-0113 0 EMPLOYEE DESIGNATED P/111101.5AREA Storage Convenient Store 5-2 VB 494 APN:000300-0045 0 EXISRNGLOMMEAOFLiRUCNFlIEUNGp5PEN5ER5AND GNCPY - Coolers Convenient Store M VB 1763 MUNICIPALITY: CITY OF NKWILA © 1P X 30 LOADING RINE YATH I• THICK WIVE REFLECTIVE PAW DIAGONAL STRIPING ArchitecturalFuture Solutions Group wwal=• Quick Serve Convenient Store M VB 154 O aUCOPNNNSSEERANTGO5 MATCH EXISTING ADMCTNTSIOEWAIII.SLOPE. NECESSARY 10EE1A05STONDAR05 AO Mo-n:y Acw'+• Office Convenient Store B VB 160 PROJECT SITE AREA: LOTA-36,fi12 SF (.84 ACRES) 0 O NEW PUBLIC ACCESS WALKWAY AND PATHOF TRAVEL FRGM ADJACENT PUBLIC SIDEWALK RNi1T OF WAY ,,,, sa,,,,. _ "" '„..U^; FF Cashier Convenient Store M VB 246 LOT SF (.82 ACRES) O NEW LANDSCAPE FLAMER.SEELAMSCAPE DRAWINGS. 5 - APN(LEASED)- 3,627 SF (.08 ACRES) 0 NEWENTRANCECNLT. NO UM DIRE'c1101151.555AGE. Seal s. I1 ” FIRST FLOOR TOTAL 7090 TOTAL SITE AREA: '75,614 SF (1.74 ACRES) MIN REQUIRED IMUM 15' VNDSGPE BUFFER. 0 NEW AOA ACCESSIBLE RAMP WITH 1155.1E0 001E5,SEE DUAL 1050101. SII SECOND FLOOR Building Use Occupancy Classification Square Footage LANDSCAPE CALCULATIONS: SEE LANDSCAPE DRAWNGS 0 NEW 100,T%52 FUELCNICPY. SEE GNCPT DEMOS ON SHEETGI. 111111 Office Convenient Store a VB 753 101 EXIST NG TRASH ENCLOSURE TDREMAW NlDACCESSEO BY NE CONVENENCE STORE /510 OOFFEE KIOSK. D Storage Convenient Store S-2 VB 1697 TOTAL BUILDING AREA: 10,021 SF 0 asooeSEATTLE pTr Lrceaeao EASEMENT. Balcony Convenient Store VB 481 EXISTING ZONING: CU 0 EMERGENCY SHUTOFF 91C6SEEE%666G6 ELEVATIONS AND FUEL 5ITE PIANFs1.l. NEW 6 PROTECTIVE GueGDROLuxO, SECOND FLOOR TOTAL 2931, O VP. OFE5EE 0ETALLL50101. O NEW PROTECTIVE GUAM BOLLARD WRH ACCESSIBILITY MGNAGEATACCESSIBLE PARKINGSTALL. SEE OEM 1150101. eill° TOTAL 10021 PARKING: 1. PARKING REQUIRED: 2.5 STALLS PER 1.000 SQUARE FEET ro LorAnoxoF REDBaXux1T. ® LOC!RONOFNEW CE 1.1151.51,1111.11 ""'"'-"" COFFE KIOSK B VB 200 10,021 SF/1000'2.5=2508 26 STALLS REQUIRED PARKING PROVIDED: 28 STALLS 0 LOCA110110F KEW. MERCHANpsER. FUEL CANOPY 5230 - ® NEW31'.YDRVEWAYDIM, SEE am 0RA151NGS `• ACTUAL AREA SHOWN IS 1.74 ACRES PER COUNTY PARCEL VIEWER ® NEW2<a OFNEWAT ENTRY, SEE CML DRAM. 41,O NEWW0ERGRWTAM ND STORAGE TASEE TANK INFORMATIW ON FUEL MEETS. 0 NEWNR UNIT ON TXTXI•CONCRETE PADWITHGWR0 POSTS. SEE DETAILS 3,1870NSHEE151101 0 NEW BOLUgOUQRFIXTURESEEELECTNGL DRAWINGS FORMAMFOCTURER AM) MODEL 1,115055. TYP0011. OF B LOG1005. f ►I• M 1 48THAVE S REVISION PLANNING DEPT. SUBMITTAL BUILDING PERMIT SUBMITTAL (1)9- E ��I a m o I qqco '. Ga ♦.�INe �j & �i :.:IT0 II 01 �CANOPI' ® I _: x aaaa 0:: i.ePfs s' ..- FUELING .- O _ cg q/�• / j W.9aaa T. .10 P m -D1 PETERSON'S 76 STATION CD v o 13310 INTERURBAN AVENUE SOUTH. D o TUKWILA, WA 98168 0 i T j t,\_.. �, J ,_ • . - :,' � 0. 0 . ®O ®Q ° Keck - _-SSSS.. -- j .' ,. w rt ::.;.' I kali.. 44 ® z ANT RSTq TE 5 (OFF DO A INTERSTATE 5 (SOUTH BOUND) ill -- ®1 ®... l ®��._.. d,.A.Y' 0 15 30 60 90 120 SITE PLAN sP 01 1'•>lV SCALE 1,301-0• 24 25 5150.,5x5. SWeM cx551 a 8) VICINITY MAP (NOT -TO -SCALE), 5 )N LEGEND (NOTE: NOT All SYMBOLS MAY APPEAR ON THE MAP) �N C LUMINAIRE (WM.) 80fl YARD LIGHT O POWER METER 4 POWER POLE CO JUN00011 SOX (AS NOTED) O TELEPHONE MANHOLE ❑ CATCH BASIN (CO 0 STORM MANHOLE (506H) PSANITARY SEWER MANHOLE (S5141.0(S5141.0CLEANOUT (15 NOTED) ER GAS METER WA GAS VALVE DOJJ,� WATER VALVE (84) o A FIRE HYORANT(FH) / CONNECRON(FDC) O WATER MANHOLE 00 WATER METER T BLOW -OFF / AIRVAD SL SIGN ® MONITOR WELL 4> DIRECTIONAL ARROW 00 SURVEY MONUMENT (A5 NOTED) + SRE BENCHMARK SECTION CORNER (AS NOTED) -H • FOUND REBAR/CAP (AS NOTED) O FOUND LE80/147( 6. SURVEY CONTROL STATION HANDICAP 4... CONCRETE GRAVEL/SAND (A5 NOTED) ASPHALT / / / / BUILDING UNE - % - CHAIN LINK FENCE - //- WOOD FENCE O BARBED WIRE FENCE HOGWIRE FENCE - - - WATER LINE - 6 - GAS UNE - T(XX)- OVERHEAD/UNDERGROUND TEL UNE -P000- OVERHEAD/UNDERGROUND P8R. LINE - 58- STORM UNE - - SEWER UNE 0 EVERGREEN TREE DECIDUOUS TREE FOUND MONUMENT IN CASE CONC. FILLED 2' PIPE W/IACI (FEBRUARY 2013) FIRE HYDRANT POWER POLE W/TRANSFORMER AND UG WIRE JBOX I-. GUY ANCHOR 002.5' TEL VAULT ) WATER VALVE END 5/8" REBAR/CAP8TACK "801-1 LS#6434/18723/22333" (FEBRUARY 2013) CB STD. CRATE BOUNDARY AND TOPOGRAPHIC SURVEY NO PARKING SIGN LOT LIGHT GAS VALVE POWER POLE W/TRAN50RMER AND UG WIRE TEL RISER TEL M/H CB -G C8 -H FOUND LEAD & TACK (FEBRUARY 2013 CB -F POWER POLE W/TRANSORMER, LUMINAIRE, AND UG WIRE GATE CHAIN (SUSPENDED) GATE POST GATE POST POWER POLE W/1RANSFORMER AND UG WIRE UTILITY VAULT FOUND MONUMENT IN CASE 2" BRASS DISK 2/11"� CL OF 481H AVE 5 i (FEBRUARY 2013) / FOUND TACK & WASHER (FEBRUARY 2013 WATER VALVE FIRE HYDRANT 11" PINE 15" PINE APN 000300-0030 LOT LIGHT 15" PINE 13' PINE 17' DECIDUOUS -16' DECIDUOUS 8' DECIDUOUS BUG AREA=5.6223 S.F. PARCEL A I1AP1N 000300-01 13" FIR 18"40061000US 8" FIR LOT LIGHT 4. •= CJS Al 10T & 'AL LIGHT SITE BENCHMARK SET MAG NAIL 01=18.36' ENCLOSUREXnv CANOPY 111=18.75== LOT LIGHT PARCEL B N 0003000)13 '0 UTILITY VAULT -_ ✓��- ---e AIR STATION P ^, VALVE 80UAR0 "d UTILITY VAULT K 550Th -0 ME1Rb 5 15 MINUTE-' PARKING SIGN 80,N0 CONC. TABLE B$RS HAILORALESPRES / SSMH-8 METRO 1 STAND DEA) END / SIGN 4 C \ • • � .`,59 FOUND MONUMENT IN CASE BRASS PIN IN 4"X4" GONG POST IND( INTERURBAN AVE & 5280/5618 AVE S. (FEBRUARY 2013) MET �APN 0003p0-0032 EMPLOYEE PICKING 51CN 78 C0N0C0- PHIWPS SIGN HOGHT=22.59' / LOT LIGHT OT 0GHT GUARD RAIL (2) WATER FAUCETS AA, 001108D AIR COND010NER POWER METER CHANLINK FENCE (4) GAS VENTS BLDG COR. 1.2' NW OF PROP. UNE POWER CONDUIT LINE TO ESPRESSO STAND (ABOVE GROUND) CHAINUNK FENCE 2.1 5E OF PROP. UNE SET 1/2" RETNR4& CAP 'BCE 40016" (1YP.) Va � TABLE OF INVERT ELEVATIONS: CWMNLINK FENCE 2.2' 5E OF PROP. LINE 55MH-A (METRO): 816=21.22' 18" CONC I.E. E = 7.22' 18' CONC LE W=7.22' 18" CONC 1.0 5 = 7.22' 5566-13 (601180): 8140822.17' 36" GONG I.E. NW = (-4.28') 36' GONG I.E. 5E _ (-4.30) 551.111-0: 014=1880 12' CONC I.E. NE=9.02' 12' GONG I.E SW = 8.92' 12" CONC I.E. SW = 14.43' C CHAINUNK FENCE 2.1' 5E OF PROP, UNE TABLE OF INVERT 01EV01I08S: CB -A (28' DIA): R114=19.74' 6" CONC I.E. NE = 18.24' CB -13 (28' DN): RI/A=19.78' 6' CONI: I.E. N = 18.38' CB -C (28" DIA): RIM=18.75' 8" GONG LE SW = 17.26' CB -D (STD. GRAZE): 86=17.93' (TYPE 1) 12" CNP I.E. NW = 14.99' 12' CMP 0.F. TOP = 1863' CB -E (STD. CRATE): RIM=17.47' (TYPE I) 12° CMP I.E. NW = 15.49' 12° CNP 0.F. TOP = 16.99' CB -F (5T0. GRATE): RIM=1921 (TYPE I) 8' AOS I.E. W = 16.91' 8' ADS I.E. 515=16.46' CB -G (STD. GRATE): RI/A=18.60' (TYPE II) 8° ADS I.E. NE = 15.00' 12' CONC IE 5E = 14.80' 12' CONC IB. N = 14.70' 12" GONG I.E. W = 14.80' CB -H (VANE GRATE): RI/A=18.41' (TYPE I) 12" GONG I.E. NW = 14.66' 12" CONC LE. SE = 1456' CB -I (VANE GRATE): RIM=18.00' 12" GONG I.E. NW = 14.60' 12' CMP I.E. 5E = 14.40' CB -J (SOLID 00): RIM=19.62' 12' CONC IE SE = 15.07' 12° 035C LE. NE = 15,02' 50MH-A: RI4=18.99' S5MH-0: RIM=19.91' (CRY OF TUKWILA) 12" CONC 1.E NE = 14.51' 18° CONC I.E. 5E = 7.31' 12' CMP LE NW = 14.44' 18 CONC I.E NW=7.30 12' CMP I.E. 5E =14.39' 12" CONC I.E. NE = 7,91' 12" CONC I.E. 5W = 14.43' FIR N JAN 31 2013 GHA(A E 0 15 30 60 =PA SCALE: '1'-30' Community Development BASIS OF BEARINGS: NAD 83/91 SOUTH 88'35'57" EAST, AS MEASURED BETWEEN VACS HORIZONTAL CONTROL POINTS 93H-902 AND 93H-901. LEGAL DESCRIPTION: (PER CHICAGO TILE INSURANCE COMPANY ORDER N0: 1357044, DATED FEBRUARY 4, 2013) PARCEL A: THAT PORTION OF THE STEPHEN FOSTER DONATION LAND CLAM NO 38, AND OF THE CYRUS C LEWIS DONATION LAND CLAIM N0. 37, SECTIONS 11, 14 AND 15 TOWNSHIP 23 NORTH, RANGE 4 EAST, WILMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED A5 FOLLOWS. COMMENCING AT A CONCRETE MONUMENT AT THE INTERSECTION OF THE CENTERLINE OF THE CITY OF SEATTLE TRANSMISSION UNE RIGHT OF WAY. WITH 1HE CENTER0NE OF 48TH AVE140E SOUTH A5 RECORDED UNDER AUDITORS FILE N0. 6313596, RECORDS OF KING COUNTY, WASHINGTON, THENCE NORTH 41'45'35' EAST ALONG SAID CENTERLINE 270 00 FEET, THENCE SOUTH 4814'25" EAST 25.00 FEET TO THE SOUTHEASTERLY MARGIN OF SAID 48TH AVENUE SOUTH AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 4814'25" EAST 144.98 FEET TO THE NORTHWESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO 1, A5 ESTABLISHED BY 4±00MEN1 AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT, CAUSE NO 591370; THENCE NORTH 5248136" EAST ALONG SAID NORTHWESTERLY MARGIN 268.65 FEET; THENCE NORTH 4814'25' WEST 196.32 FEET TO THE SAID SOUTHEASTERLY MARGIN OF 48TH AVENUE SOUTH; THENCE SOUTH 41'45'35' WEST ALONG 5A10 MARGIN 263.70 FEET TO THE POINT OF BEGINNING. PARCEL B: THAT PORTION OF THE STEPHEN FOSTER DONATION LOUD CLAM 50 38 OI SECTIONS 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. 6., KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING ATA POINT WHICH BEARS NORTH 81'44'15" FAST A DISTANCE OF 199.17 FEET FROM A MONUMENT (HUB) AT THE END OF A CURVE ON THE CENTER UNE OF THE CUY6ABSH-RENTON JUNCTION ROAD NOW PAVED, 5410 CURVE BONG APPROXIMATELY 1,200 FEET NORTH AND 440 FEET WEST O THE QUARTER SECTION CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE NORTH 4036' EAST A DISTANCE OF 200.00 FEET; THENCE SOUTH 49'24' EAST A DISTANCE OF 163 FEET, MORE OR LESS, TO A PONT ON THE NORTHWESTERLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE 01018100 N0. 1 AS SAID MARGIN WAS ESTABLISHED BY JUDGMENT AND DECREE OF APPROPRIATION W KING COUNTY SUPERIOR COURT CAUSE N0. 591370; THENCE 5019405001410840 SND NORTHWESTERLY MARGIN TO A POINT FROM WHICH THE POINT OF BEGINNING BEARS NORTH 49'24' WE5T; THENCE NORTH 49' 24' WEST TO THE POINT OF BEGINNING. VERTICAL DAVM: Nava 88 VER11CAL BENCHMARK: 1865 VER0CAL CONTROL POINT N0. 93V-513, BEING THE TOP OF FOUND CONCRETE MONUMENT IN CASE AT THE INTERSECTION O S 144TH 5T., 51ST AVE 5. AND MACADAM 80. S. ELEV. = 160.18 US FEET (Nava 88) DATES OF 5URVEY: RELD SURVEY BY 85804005EN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, 2013. ILL MONUMENTS SHOWN AS FOUND WERE VISITED AT NAT TIME. TAX ACCOUNT NUMBERS: AP.N. 000300-045 AND 000300-0113 REFERENCE SURVEYS: 1. 8.0.5., REC. 80. 7409230426 2. R.0.5., REC. N0. 8202039010 3. R.0.5., REC. N0. 9803099003 4. ALTA/AGSM SURVEY 8Y BUSH, TOED 00 HITHCINGS, INC., DATED 1-30-89 5. SITE AS -BUILT MAP BY JOHN E EWING AND ASSOCIATES, DATED 3-11-80 LAT AREAS: PARCEL A: 45,0003 S.F. (1.032 ACRES) PARCEL 8: 25,1042 S.F. (0,580 ACRES) TOTAL LOT AREA 70,104 S.F. (1.61± ACRES) PROCEDURE / NARRATIVE: A FEUD TRAVERSE USING A TRIM8IE 5800 AND A LEICA 109703 SUPPLEMENTED 48111 FIELD NOTES. WAS PERFORMED, ESTABLISHING THE ANGULAR, VERTICAL AND DIST/VICE RELATIONSHIPS BETWEEN THE MONUMENTS. PROPERTY 08015 AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS A5 SET FORDO IN WAC 332-130-090. SURVEYOR'S CERTIFICATE: T0: THIS 15 TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH R I5 BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY, FEBRUARY 18111, 2013. Wd'Y.iAk'� -l-ZS - Zo lei OWEN B. HILLS P.LS. DATE WASHINGTON REGISTRATION N0. 40016 z 0 1-- 0 1- a CITY OF TUKWILA PETERSON'S 76 13310 INTERURBAN AVE S. H N W X Z i, W 0 CO N CO )CO CO) • M7 67 • N N 10 It) CV CO Y v 0 o CO T 00 0 26 T:\1—Terroformo\1—Projects\16016—PETERSON-76\16016—CML.dwg modified by Pedro et ) LEGEND INTERURBAN AVENUE SOUTH EXISTING PROPOSED PROPERTY UNE R.O.W. CENTERLINE EASEMENT A.C. PAVING CONCRETE • NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA GOVERNING AGENCIES CITY OF SEATTLE PARCEL# 0003000032 I 48TH AVENUE SOUTH GRADING DRAINAGE ROAD WATER SEWER CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD #100 TUKWILA, WA 98188 CONTACT: DAVID MCPHERSON PHONE: (206) 431-2448 POWER PUGET SOUND ENERGY PHONE: (888) 321-7779 PROJECT DATA ZONING: COMMERCIAL UGHT INDUSTRIAL EX. PROPERTY AREA= 30,871 SF (0.71 AC) NEW PROPERTY AREA= 35,575 SF (0.82 AC) DISTURBED AREA= 38,008 5F (0.87 AC) EARTHWORK QUANTITIES: SITE STRIPPING = 310 BCY SUBGRADE CUT = 1713 BCY SUBGRADE FILL = 401 BCY • FOR PERMIT USE ONLY EX. ONSITE IMPERVIOUS AREA= 22,990 SF PROP. ONSITE IMPERVIOUS AREA= 29.650 SF NET CHANGE ONSITE IMPERVIOUS AREA= +6660 5F FLOODPLAIN SITE IS NOT WITHIN THE FEMA FLOODPLAIN PER FEMA FIRM #53033C0957F. NEAREST FLOOD LEVEL IS ELEVATION 14.2 (N00529). CONVERSION TO NAVD 88: ELEV(NAVD88)= ELEV(NGVD29 + 3.23 FEET). \ • PROPERTY INFO PARCEL NO: 000300-0113 I FGAL DESCRIPTION LOT B AS RECORDED UNDER BLA NO. L14-005, KING COUNTY REC. #20140821900001. BASIS OF BEARING SOUTH 88'35'57" EAST, AS MEASURED BETWEEN WCS HORIZONTAL CONTROL POINTS 93H-902 AND 93H-901 (NAD 83/91) VERTICAL DATUM WGS VERTICAL CONTROL POINT N0. 930-513, BEING THE TOP OF FOUND CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF S. 1441H ST., 51ST AVE. S. AND MACADAM RD. S. ELEV. = 160.18 US FEET (NAND 88) rd t JAN 31 2013 Community Development 0 10 20 1 V 1 inch = 20 ft. VICINITY MAP I SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5027 515T AVENUE 5W, SEATTLE, WA 98136 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 EMAIL pedro®terraformadesigngroup.com OWNER / DEVELOPER STEVE PETERSON 13310 INTERURBAN AVENUE S., TUKWILA, WA,98168 PHONE: (206) 433-0149 EMAIL steveihminc.com AR FI CT PM DESIGN GROUP, INC. CONTACT: DUNCAN WALLACE PHONE: (425) 405-7746 EMAIL: dwallace&pmdginc.com 1,2 -54'1'45'43 CURB & GUTTER S41'45'43"W 200.00' 25 NEW D 74' ± NEW CURB & CUTTER • NSL000C461DEWALK 114 041'45'43"W 1399.73' (MEAS.) I: F45'43"E 2.3.70' �. NOTE: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR STE DEVELOPMENT I _ I NEW EASEMENT UNE 5W BUILDINGUN 1 R E [PARCH.,000300045 EX. COMMERCIAL FUEL STATION 20_. COFFEE KIOSK - FF.21.50 EX; LARGE PYLON SIGN TO REMAIN -INTERSTATE 5 OFF -RAMP REMOVE EX SLAB & BOLLARDS EX. UNCOVERED TRASH ENCLOSURE WILL BE USED BY THE C -STORE AND 111E COFFEE SHOP. RECONSTRUCT SLAB AS NECESSARY TO DRAIN TO CATCH BASIN. 55246q•W 0 '268,-675 77 (�I\ mem RINI CML ENGINEERING & LANDSCAPE ARCHITECTURE 11 PROJECT INFORMATION 0 IrJ Py�y' p (J z �0� V//cc W1— > CO Z '0 m DO 01 �3 il IIC O a NOG PROJECT REVISIONS: PEQUIRED I20 DATE Aomwa.W /1\ KY= RR cnm.on: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 PAVING PLAN DRAWING NUMBER: C1 W1 28 E 85 ortm\1—Projects\i A m ti ) W N LEGEND EXISTING PROPOSED -- ---- PROPERTY UNE R.O.W. CENTERUNE EASEMENT CONCRETE __--- ;C. --- -100- GRADING CONTOUR 90.00 SPOT ELEVATION SWALE GRADE BREAK WATER MAIN -_$ SEWER MAIN _-12 co_ 12"• STORM DRAIN Z7 Y FIRE HYDRANT 8T 80 WATER METER 14 54 GATE VALVE O • SEWER MANHOLE ■ STORM CB Q% Q STORM MANHOLE ............_ E .............. ELECTRICAL UNE T - TELEPHONE UNE --- c-- GAS LINE rpm rP I POWER VAULT INTERURBAN AVENUE SOUTH 1 OVERFLOW EL (0) - NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA OVERFLOW BEEHIVE GRATE TOP OF SURFACE BIORETENTION SOIL MIX PER NOTES THIS SHEET 1.0' STO•AGE DEPTH TOP OF WALL (TW) 80T. OF TREATMENT LAYER (B) 6" DIA. UNDERDRAIN RISER / CLEANOUT WTIH CAP. TOP OF RISER AT OVERFLOW ELEVATION. 2" DEPTH, ORGANIC, DECOMPOSED COMPOST CEMENT CONCRETE WALL 6° DIA. "UNDER -DRAIN PIPE" PER NOTES THIS SHEET °UNDERDRAIN AGGREGATE FILTER & BEDDING LAYER" PER NOTES THIS SHEET BIO -RETENTION SWALE EX. SSMH, RIM= 19.9 IE= 7.91 (12"NE) IE= 7.36 (18"NW) IE= 7.31 (18"SE) SCALE: N.T.S. BIORETENTION NT TOP OF WALL= 20.50 SURFACE 6IM= 6'x30' SURFACE EL= 18.10 IE(WT)= 15.60 PERFORATED 4" PVC, SDR35 FOOTING DRAIN. SURROUND WITH 3/4" WASHED ROCK OR PEA GRAVEL (6" MIN. THICK). OUTLET TO CATCH BASIN. PLANTINGS PER LANDSCAPE SHEETS BIORETENTION 162 TOP OF WALL= 20,00 SURFACE 018= 706' SURFACE EL= 17.60 IE = 15.10 EX. CB, RIM= 18.99 IE= 14.44 (EX. 12"NW) IE= 14.43 (EX. 12"916) IE= 14.39 (EX. 12"SE) IE= 14.51 (EX. 15"NE) :7324 0" 10713 Community Cevel.,p;nent 10 1 inch = 20 ft. I _ 1 1 -S41'45'43"W 150.00' I 48TH AVENUE SOUTHECB E= 15.07R 1(12"SW)2 IE= 15.02 (12"NE) 541.45'43'W 200.00' EX._I2"S __ ___� 10.293 S616H, RIM=19.43 1E= 14.803 /EX. SWAN, RIM= 18,86 IE= 9.02 (12"NE) 1E= 8.92 (12"SW) S41'45'43"W 1399.73' (MEAS.) E%. SSMH (METRO) RIM= 21.12 IF= 7.22 (18°E,SE,SW) O NOTE: AGREEMENT IN PLACE F10 USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT INNCITY OF SEATTLE PARCEL# 0003000032 EX. SSMH (METRO) RIM= 22.17 \ IE= -4.38 (36"NW,SE) I _ 1 0 .. N ,E 0l 20.0' I'^ 28-0' M=20.10 PV 2o.so (2520 1 CB, 12I11=19.85 PV=20.45 OVERHEAD DOOR W/ 30"H UFT EW CONVENIENCE STORE PARCEL! 0003p00045 NII f EX. COMMERCIAL FUEL STATION COFFEE RIM( - FF=21.50 TC=21.10 -INTERSTATE 5 OFF-RAMR. -55: fi,4- zD ..:.. • east CINL ENGINEERING & LANDSCAPE ARCHITECTURE PROJECT INFORMATION: z07. 6Nd z 0 re w I I 0 0 0 3 CL PMDG PROJECT REVISIONS: REQUIRED 9r: OATE DEMI M. B2.17 RCM= Aenv COMM 110111 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 GRADING & DRAINAGE PLAN DRAWING NUMBER: C1.2 9 30 E rraforma\1—Projects \16018—PETERSON-76\16018—CMLdrg 09 A 88 CO CO INTERURBAN AVENUE SOUTH LEGEND EXISTING PROPOSED ---- PROPERTY UNE R.O.W. CENTERUNE — — EASEMENT ---- 1!`4 ------ —100 — GRADING CONTOUR SPOT ELEVATION SWALE GRADE BREAK -=" �- 8" W WATER MAIN _ 8" S - 8' S SEWER MAIN --12"cD-- --^ STORM DRAIN t7 W FIRE HYDRANT O 0 WATER METER D4 H GATE VALVE o • SEWER MANHOLE ❑ ■ STORM CB STORM MANHOLE --- B-- —E— ELECTRICAL UNE - - - - - — T — TELEPHONE LINE ----- —G— GAS LINE POWER VAULT -0- t UTIUTY POLE ▪ STREET LIGHT BOLLARD PARKING LIGHT EX. SSMH, RIM= 19.91 IE= 7.91 (12"NE) 1E= 7.36 (181N1) 12= 7.31 (18"SE) NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA EX. CB, RIM= 18.99 IE= 14.44 (EX. 12"NW) 1E= 14.43 (EX. 12'5W) E. 14.39 (EX. 12 -SE) IE= 14.51 (EX. 15"02) - r' p em. .te& , �I) e ii a . w'T JAN 31 2E3 Community Development I V 1 Inch — 20 ft. -S4L1'45'43'W 150.00' ." I 48TH AVENUE SOUTH EX 15.07RIM= (12"SW) NEW 3/4" WATER MERE 12= 15.02 (12"62) S41'45'43'W 200.00' 88 NEW FIRE • EX. 12"S HYDRANT 1.5" WATER METER & RPBA 541'45'43'W 1399.73' (MEAS.) 48 EX. SSMH, RIM= 18.86 E. 9.02 (12"NE) IE= 8.92 (12"SW) 88 N41'45'43"E EX. SSM RIM= 21. E. 7.22 NOTE: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT CITY OF SEATTLE PARCEL# 0003000032 EX. SSW (METRO) RIM= 22.17 N E. -4.38 (36"NW,SE) I N ` (METRO) 1872,82,50) )NarnrMIT4i 20 OIL/WATER SEPARATOR EW POWER ', 'ANSFORMER ELOCATE PARKING UGHT EK SSCO IE= 15.0± POTHOLE TO CONF1RM ELEV. ssc0 EW CONVENIENCE STORE IX OIL/WATER SEPARATOR EX. COMMERCIAL FUEL STATION COFFEE KIOSK FF=21.50 S5245.44,,,'" -249763'- -INTERSTATE 5 OFF -RAMP. PROPOSED 250 GAL GREASE INTERCEPTOR FOR TRASH ENCLOSURE RIM= 19.95 E. 17.50 EX. UNCOVERED TRASH ENCLOSURE TO BE USED BY C -STORE AND COFFEE SHOP. RECONSTRUCT SLAB TO DRAIN TO NEW CB. 5046! 20 461'44 -K` "268>�'%. IL; Lg 3 a 0 N$ z 6-4 7 a S W Q 1 PROJECT INFORMATION: STATION 110 0 0 a PMDG PROJECT REVISIONS: REQUIEM BEL DATE DOM EMT LEX WIRD 1131 an Mons 14.18 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 UTILITY PLAN DRAWING NUMBER: C1.3 32 . �•h4'A•'Y.Y. :I 3 3 INTERURBAN AVENUE SOUTH 8 NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC, 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA hz �/ 48TH AVENUE SOUTH INTERURBAN AVENUE SOUTH \ 15' REQD TY.1 76 SF 15' REQD TY.1 15' REQD TY.1 5 _ REQUIRED'TOTAL LANDSCAPE -AREA i I 479 SF REQS BUFFER ARE EXCLUDED AT ACCESS POINTS I — COFFEE KIOSK 9 O 0 • 1®= O '11 Il # E 28:91 INTERURBAN AVE: 15' FRONT YD= 1365 SF - 48TH AVENUE: 15' FRONT YD= 3090 SF EAST P/L: 6' SIDE YD= PROV'D BY EX. COMMERCIAL EAST P/L SOUTH P/L (I-5): 6' SIDE YD= 1834 SF PARKING LOT LSC = 23 STALLS FRONT PKG' 15SF/STALL + 5 STALL REAR PKG * 10 SF/STALL = 395 SF TOTAL REQD LANDSCAPE AREA= 6684 SF TOTAL PRVD LANDSCAPE AREA= 7583 SF Note: To mitigate for areas without the required landscape buffer width, landscape clustering is proposed with larger planter areas in the interior parking area in order to exceed the required square footage (as allowed by TMC 18.52.100, up to 50% of the required perimeter area). _ INTERSTATE5 875F \ 1048 SF r 15 REQD TY.1 CONVENIENCE STORE REQD TY.2 REQUIRED LANDSCAPE AREAS 1"=30' 1 REQD PLANTER 1 PROVIDED ALONG ICOMMERCIAL FUEL EAST P11 PLANT SCHEDULE TREES SYMBOL SLINK. A COMMON 0zt IMM.) 4100.40 (422.) NOIES GROUNDCOVER SYMBOL GECKO 131.013A 9,UTU101 GOLDI PM. GOLD MONO P1HVIin1ER GRAAgRBRA AUTUMN BRWANCE SBRKKENRRY u wuR TilllA zmcrA 2' CAL (wN) AS %KOR1 0' CAL (NW.) 20 W TALL AS SHOW SCENnG NM MINION NNE CUMIN SCC(MN) SPAENG(MNA) RATCHET° FORK SINGLE KUNI, RN LOW BRANCH NCI ' MATKONO FORM. SINGLE 11GNK NN. LOW BRANCH HEIGHT 5' RILL STRONGLY UPRIGHT SHRUBS SYMBOL YE xd HYDRO= INSTALL � Mm IECIIN10104104 NO NET IE WAND WINTER SEASON MANNA RFPFNS 240 I ONION 20. • MANWIM FULL MULTI STONED, HEALMT LOW MONO OREGON OWE IEWUM OIAMAEDR10 200 1 GALLON 24 ' 1004111140 NLN. 111.0.11 MIMED, 2LY101 IERMAMIX 0000. OL 150 I ONION 20 100x010)0 FULL. N9tt, I0LEN 4-S1 JUNCOS ENSFOAIS " 1 CALLON N' A MMAR NU_ BUS... MUIn-STEM DAGGER LEAF RUSH , CON. TRACTOR 1.40464 WANn1Y FDR BROOOCOVTR. Oi00LMVER NOT REN NEO N 10E 5001010 NAME NNE 4UANTIIY 921 (WN.) 00000(MAA) NOTES O O CORMS P HALO BR ALBA NUN H 0 3 GALLON AS 010WN FULL RATCHE4G Fa weG DOCHHGW MAHONIA AONFOWM 11 1 ORLON . SHOO FULL RAINING TALL OREGON CRAPE COIPMTOS 22 YI ASUSMAI 0I CALLON AS SNJMN FULL 3N10MG OAF DOMESICAHEAVE911 BAMBOO SNEAK 25 MAL ON AS 9IDWM FULL MATCHING RHOG O00RON NEAR,ONLON ' i 5 CA AS SHOWN FULL WttN. PIKS MUONO 32 2 ONION AS SHOWN FULL MAILING 1111010 NNE 85151000 2 42 GALLON AS 910211 FULLMULn-STEM WENT. 99B0101000. CwIIFOL RISES SANOANEIM ROIFPoNG CURRANT 411.GOWN,. 0 40100014E DAVOIS VIBURNUM SPRING NMIMMO i VIBURNUM OMBURNUM DAM 2 KM. AS GK. NLLIIULD-STEM 2 ONION AS SEWN FULLY/AO-STEM 33 2 GALLON AS mon FULL MULTI BRM'O1ED 3 Ellldi AS SWAM NLL MIMIC NOTE - %INNS 1 BE Hr 141 xwMAw. NC.. CONTAINER SITE 1 MEET REQUIREMENT PROJECT TEAM LANDSCAPE ARCHITECT TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW, SEATTLE, WA 98136 CONTACT: AKEMI SAKAIDA, LA PHONE: (206) 923-0590 EMAIL: akemi0terroformadesigngroup.com OWNER / DEVELOPER STEVE PETERSON 13310 INTERURBAN AVENUE S., TUKWILA, WA,98160 PHONE: (206) 433-0149 EMAIL steve®Aminc.com ARCHITECT PM DESIGN GROUP, INC. CONTACT: DUNCAN WALLACE PHONE: (425) 405-7746 EMAIL: dwallace&pmdginc.com GOVERNING AGENCIES PLANNING CITY OF 1UKWTIA 6300 SOUTHCENTER BOULEVARD 8100 TUKWILA, WA 98188 CONTACT: MAX BAKER PHONE: (206) 431-3670 JA CM De ' -S4)'45'43"W 150.00' r - 1 4 •----•- 1 -1 48TH AVENUE SOUTH S41745'43"W 200.00' BIORETENITON W/ WALL 12.5'.-TY.1 LANDSCAPE BUFFER _ _ ._. — . AVERAGE(15' REQURIED 541'45'43"W 1399.73' (MEAS.) 48TH NOTE: AGREEMENT IN PLACE FOR USE 00 CITY OF SEATTLE PROPERTY FOR 517E DEVELOPMENT CITY OF SEATTLE PARCEL# 0003000032 15' MIN. TYPE LANDSCAPE BUFFER • II .1 5I BIORETENTION WITH WALL (LESS THAN 50' DOES NOT REWIRE FENCING). REFER TO CIVIL DRAWINGS FOR BIORETENIION OE0AL0 TO INCLUDE BUT 20.0' NOT 0MITED T0: ELEVATIONS. DRAINAGE. SOILS, WALL 'd 7g.„, 1 005080 PLANTER: I REUSE EXISTING PLANT MATERIAL AT SOUTHERN FENCE UNE OF FEASIBLE 3 I 1 '-- 126 SF 5 ILT EXISTING LANDSCAPING TO1 BE REMOVED: 1 REUSE PLANT MATERIAL IF I FEASIBLE to SF £iG,aS7��Or 1/7 CO -172 EXISTING 1 LANDSCAPINC'R??^I DAMAGED MATERIAL 016 TO e!NSTRUCTI . - 1 inch = 20 ft 575 SF S52'4"Z�...... LANDSCAPE PLANTING PLAN 6'44W 26 5 �_. STATE OF WASHINGTON REGI TERED LANDSCAPE ARCHITECT L1. invU/COda, AKEMI RAE SAKAID4 CERTIFICATE NO. 794 EXPIRES 06/16/16 PROJECT INFORMATION PTW16001.0 PMDG PROJECT REVISIONS: REWIRED 941: DATE PH0.042002 R 8.2.17 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 PLANTING PLAN DRAWING NUMBER: L1001 34 b.a bo to b.o bo to to to to to to bo too 10.o bo b.o to to b.o to b.o b.o b.o to to to to to to bo to to to 10.o ho b.o b.a bo h.o b.o b.o to to too to b.o ho to 10.o to to to to ho to STOP 10.0 b.a to bo bo to b.a b.o ho 10.o b.o ho to to to to b.o ho b.o to ho to 0.o ho b.o to b.o too 10.o ho b.a b.o bo b.o b.o ha bo b.a ha b.o b.o to b.o b.o ha b.a ho ho bo bo ha b.o b.o to b.o .0 o b.o 10.o b.o b.o b.o to to to to to 13 h1 bo b.1 b.l b.1 o b.a b.a ... b.o bo b.o to to b.a be to b.o b.o b.o b.o b.o b.ob/ 41'45'143'01 150 00' b.1 too 01 b.�� b.o to too b.o ho b.o b.o b.o to to b.o b.o b.o to to b.o to ho b.o to b.o be ho to to ho 00 b.1 bo ba b.1 ba '0 01 01 ho to b. a to to b.o b.o to to b.a ho b.o b.o b.o b.a 00 00 b.a 00 b.1 b.0 to b.o to b.o too b.l b.1 bo to b.1 b.1 0.1 0, b.1 b.l ba b.1 b.1 b.1 b.2 p b.o b.o b.o b.o ,b.a ho b.o ha t.o JAN 31 b.o b.o b.o b.o trey o m m u n i In b.o to b.o xo'-evebpm 10.l b.1 b.l b.1 b.1 b., 5.1 02 be be h2 b.2 02 0.1 101 f.1 b.1 bl b.l .o b.o b.o bo b.l b.2 b.1 b.l b.2 b.z b.2 11.3 ba b.3 b.4 b.3 11.3 t b2 1)2 1)2 t1 ba b.1 b.0 too be b.o b., ba b.1 b., ba b.l ba t3 ba ba 5.1 hi b.l b.1 N b'1 S415.45'41'0 1499./1' (AE'S33.3 be b.5 hs 03 he b3 to to b.a b.o b.o to to b.a b.1 t.1 to b.3 b1 b.3 5.3 6.2 b.2 h2 b.3 b3 be b.6 S416'05 464'W gOO.OQ,7 5.6 b.o b.o b.o to b be 04 03 b.3 b2 b.1 b.l too b.o b.1 102 h2 10.3 b2 02 b.1 t.l to b.l b.1 b2 b.1 bo b., 133 ry b.1 to h1 102 1.o 13.9 07 1).7 he 07 b.4 b2 b.1 b.1 ho to ha N too b.o b.o b.o b.l b.o b.o b.o to b.o b.o b.o b.o b.o 1).1 b.o to b.o too b2 b.o b.o b.a to t1 ho to ho b.a b.1 b.2 b.o b.o b.o ba b.1 b.t 1.1 1.5 3.2 5.3 132 13.4 13.4 13.8 , :.9 6.4 13.76, . 102 02 11.8 6.4 03 2.1 1.7 1.4 1.4 2.1 5.1 b.a b.o ho b.a b.l 1)0 1)2 03 b.7 1).6 3.o 2.7 to b.o b.o b.o b.l b.1 b2 b.2 be b.3 be bs be be b7 la to to b.o b.o b.o b.1 ba b.2 b.2 b.2 b.2 b.3 be b.4 bs b.e 3s 2.7 39 4.4 4.5 6 1.5 07 b.3 b.4 b.7 2.3 4.6 00 2.4 \.6 A8 b 52 3.7 A 90.0 29.4 •10&i .8 02 10.0 10.s 5.0 3. e.4 41.2 IAB 37. Bi s 4a .a . §.0 5.1 6.e 2. ■" 36.4 ■ 1 6.0 52.1 90.3 09.9 33.1 .0 Et.2 04 1 4.3 31 1.9 51 28.7 28.1 27.8 29.4 .0 131 4.8 . 9.0 29.9 97.9 31.1 30.4 .3 13.3 4.5 5,1 2.3 Ioa ® a�II 92 3143 37.4 36.6 •311.9 ...2 5.9 4.0 5.0 28.0 27.6 27.4 28.6 .5 5.4 3.9 6.4 33.2 01.2 00.7 54.3 .3 5.8 4.4 03.3 2.6 2.0 • A . A 9.0 I®o 37.E '46.130II.4 .1 t.0 4.5 3.6 2.9 2.1 ■ A . 4.8 525 29.0 28.4 32.9 .5 6.8 4.8 06 3.8 2.3 b.o b.o 170 b.o b.o b.1 b3 b.1 ba b.1 b.1 h2 102 02 173 b.4 b7 1.1 1.4 1.6 1.7 1.8 Is 1.6 22 2e 23 b.o bo b0 10.o to to b.a b.a b.1 b.l b., b.l ba b.l b2 b.3 b.4 b.5 1.6 b.7 b.e b.7 b6 176 07 be b.7 b3 b2 ba bT b.1 29 t7 168 h4 h6'4.7 b.o 53 o 6ii -bs b.6 b.' jo.e 2.1 4.] 9.0 2.4 1.7 As) 0 A 25 1.6 b.8 b.5 b.7 17 4.9 14.4 516 1 g.4 5.8 1.3 06 04 b.3 04 b.5 27 4.9 02 2.5 02 07 t14a b '0.! 57 b.9 1.6 b.9 1s 2.4 /j\b22 1e 4a 1.6 b7 04 03 b.4 b.6 2.6 2.6 2.2 2.0 0.0 1.9 ' 97 b I y0 IN 9.1 to b.9 0.6 bs 21 5.8 51.8 23.3 127 4.6 1.7 b.7 b.4 b.3 b.4 b.6 1.s 1.9 2.1 2.1 2.s 3.1 C• A 1 ro 2.5 1.6 09 0.6 10 22 6.1 15.4 27.0 792 4.8 1.8 b.8 b.4 b.3 be b.7 12 1.e 03 2.8 09 03 1.4 t 1.3 5.8 b.6 1.0 2.2 5.8 5 3 17.0 06 1.8 08 be b.3 174 b.6 1.1 1.9 26 b.4 9.1 13.4 1 2 1.4 b.0 b.6 1.0 2.2 62 ' 16.5 1065 1LA 08 1.8 08 be 03 b.4 b.6 1.0 1.8 2.4 3.1 4.8 2.1 161 b �1 1 2.9 1.6 5.9 b.6 i 2.- flG,ls.�26 1917 47 1.8 6.8 b.4 b.3 be b.6 1.0 1.6 2.0 2.2 2.7 4.4 4.3 t .6 1.5 bo b.610 2 • : 1 121 23,9 18.3 4.7 1.8 00 b.9 b.3 b.4 t.5 b.9 1.3 1.5 1.3 1.4 2.a O . A 1 9 1.3 b.s 0.6 09 2 15.0 27.5 1¢.3 07 1.7 1.7 04 03 b.4 b.s 179 1.2 12 1.0 1,0 12 1, t 1.3 be b.5 bs 2. i 5 e 11.. 4.4 1.6 b.7 b.4 13 b.4 be bs 13 1.3 1., 1., 1.4 i i - \. 5 6.7 b.5 `'88J 1.. :.3 i 16.5 itf.;0 122 01 1.4 06 b.3 b.3 5.4 b.6 3.0 1.6 1.7 2. � b.4 06 1.4 3.e ' 1.1_ 3.0 1.1 b.5 b.3 b.3 be 06 1.1 1.9 2.3 ha b.o ho b.0 b.o ho too bo b.o b.1 b.o 1.1 b.1 b., b.1 ba b2 ba b.3 b.3 10.3 03 ba 03 be b.3 b.3 b2 54 to to to to to bo b.b b.4 b 4 1.1 117 b 4 b2 b.2 02 ba b6 b.o to ho b.o b.o bo b.o b, b.o b0 bo to bo b.l b.1 b.1 b.1 t.1 b2 b2 b.2 b2 02 b.2 b2 1).2 b.2 0, 0, b.1 b.o too ho b.2 he be b2 b.2 01 b.2 b.2 b.3 b.o b.o 00 ho be ho b.o b.o b.o bo 00 b.o b.o b.o b.o b., b.1 b.1 b., b.1 b.1 ba b.l b.1 b.1 1)4 b.1 b.1 b.1 to b.o b.o b.1 bi bo b.1 01 b., b.1 b.1 0, be b2 1)2 b2 b2 b.l 01 b.a b.o to b.o b.o to b, 00 b.o b.o b.o 'to b.o b.o ho b.o b.o bo ba bo b.1 b.1 16, t1 t.1 ba h1 ba bo b.o to b.a bo ba b., b.l t1 ba b.1 b.1 b.1 t1 ba b., b.1 b.1 5.1 ba ba b., 11.2 ba los b.o b., b.o b.a b.o 52 b.l b.1 bo bo b2 b.1 t1 to ho be 0I b.1 1, bo b.3 b.2 b.l to to. b.4 172 b.1 b.1 'to b.5 b.2 b.2 b.l too bs 02 b.1 b.1 ho b.3 b.2 131 b.1 b.o be 01 b.1 to bo b.l b.1 b.l bl b.o b.l b.l ba 0, b.o b2 b.1 lot b.o b.o b.3 b.2 0, b3 b.a b.3 112 b.1 b.1 b.o b2 b.2 b.1 b.1 b.o b2 b.1 0, to b.o t.l b.1 11.1 to to 1 to b.1 ha b.o b.o b.o 00 ho b.o b.o b0 to too b.o b.o b.o to to to to too b, ho b.o b.o ho too b.o to to 10.o b.o b.o to ho loo b.o bo b.o b.o b.o bo b.o ho too b.o b.o ha b., b.1 b.o b.o bo b., b.l 11 102 b.3 b.4 b.4 b.3 13.3 b.3.er bo too b.o b.a bo to b.o b.o too to b.o b.o b.o b.o bo bo to bo b.o ho to b.o to bo b.o b.a b.o b.o 'to 00 b.o b.o ba b.o bo b.o ha ho bo b.a bo ho b.o to 10.o b.o bo b.o b.o ho b.o 0.o to too b.1 b.1 be b2 6.3 b2 b.1 bo b.1 b.1 bo 10.o b.o ho b.o b.o 00 b.o b.o bo 0o ho b.o to to too to to b.o b.o to b.o b.o ho to too ho too to b.o b.o b.o to b.a to to to to to b.o to to to to to to to to ba to b.o b.o b.o 0o b.o bl b., b.l ba b2 ba b.1 b.1 b.1 b.o 01 to to b.o b.a b.o bo 00 ha b.o b.0 b.o t.o bo b.o b.o to to to ho b.o b.o b.o to bo b.o b.o b.o b.o to b.o b.o b.o 10.o b.o ha loo b.o bo ha to ho to to b.o b.o b.o b.o to to b.o b.o b.o to b.0 b.o b.1 b.l 0, h1 t.1 to be ho b.o b.a b.o too bo to to CRU -SC -LED LED CANOPY LIGHT - LEGACY SIDE VIEW BOTTOM VIEW PERSPECTIVE VIEW li II'r_ TOP VIEW XLCS LED Area Light PERSPECTIVE VIEW Based on the information provided, all dimensions and Luminaire locations shown represent recommended positions. The engineer and/or architect must determine the applicability of the layout to existing or future field conditions. This lighting plan represents illumination levels calculated from laboratory data token under controlled conditions in c ordance with The IlLuminating Engineering Society 01E50 approved methods. Actualperformance of any manufacturer's Luminaires may vary due to changes 1n electrical voltage, tolerance in lamps/LED's and Ether v viable field conditions. Calculations do not include obstructions such as buildings, curbs, landscaping, or any other architectural elements unless noted. J END VIEW SIDE VIEW XLCW LED Wall Sconce PERSPECTIVE VIEW SIDEVIEW END VIEW Luminaire Schedule Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts ® 17 A SINGLE CRU -SC -LED -HO -CW MTD 2 15' 1.000 N.A. 18056 139.6 E 7 B SINGLE XLCS-FT-LED-HO-CW SINGLE -22' MT HGT 1.000 N.A. 15535 138.6 1 C SINGLE XLCW-S-LED-SS-CW-UE MTD @ 14' 1.000 N.A. 3806 41.3 Calculation Summary Label CalcType Units Avg Moo Min Avg/Min Max/Min ALL CALCS 2 GRADE Illuminance Fc 2.02 41.3 0.0 CANOPY Illuminance Fc 27.32 41.3 14.8 1.85 2.79 CANOPY- BACK Illuminance Fc 15,84 28.5 6.1 2.60 4.67 INSIDE CURB- BACK Illuminance Fc 1.84 11.3 0.1 18.40 113.00 INSIDE CURB- FRONT Illuminance Fc 4.56 12.6 0.6 7.60 21.00 Total Project Watts_1 Total Watts = 3508.601 El El LIGHTING PROPOSAL L0-139161-1 76 STATION TUKWILA, WA EXTERIOR WIVE 7131/37 SH02 3EET I acus-oa-1] SCALE. 1'0220' 0 20 1' @r4d r. . , 010 ty nt 36 37 GENERAL NOTES WALL TYPES KEYNOTES 1. ALL INTERIOR DI MENMONSAAE TO FACEOF GYP BOARD UNLESS NOTED OTHERWISE. 2. ALI DENOTED DIMENSIONS ARE TO BE USED. PUNS SHALL NOT BE SCALED ]. EXTERIOR WALLS ARE 2X6. INTERIOR WALLS ARE 2X4@16'07. UNLESS NOTED OTHERWISE SEE STRUCTURAL DRAWINGS FOR FRAMING REQUIREMENTS. SEE PLUMBING OHAWINGS FOR DIMENSIONS TO PLUMBING FIXTURES 5. REFER TO SHEET PIA FOR EQUIPMENT PUN. 6 REFER TO SHEET 02.1 FOR EQUIPMENT SCHEDULE 2. ALL EQUIPMENT SHALL MEET LOCAL ACCESSIBILITY REQUIREMENTS. D. ALL OUTSIDE CORNERS AT DRYWALL FINISH LOCATIONS TO RECENE ROUNDED BULL NOSE CORNER BEADS. TYPICAL S. CABINET PLANS PROVIDED BY VENDOR 10 4' HIGHB0C4SPIASH AT ALL COUNTERTOPS THAT TERMINATE AT WALL. BACKSPLASH TO MATCH OOUNIERTCP MATERIAL 11. FLOOR FINISH TRANSITIONS BETWEEN ROOMS WALL OCCUR UNDER CENTEROF DOOR WHERE APPLICABLE 22 DIMENSIONS NOTED AS CLEAR OR KIR ARE TO FACE OF WALL FINISH. VERIFY W. ROAM FINISH SCHEDULE. 13. ALL JOINT PENETRATIONS ARE TO BE CAULKED.G45NETED. WEATHER STRIPPED. OR OTHERWISE SEALED PER All OSA. It TOP OF INTERIOR WALLS TORE CONNECTED TO ROOF TRUSS UNDERSIDE. PROVIDE SLIP TRACKCMINECTION TO ALLOW ROOF TRUSS DEFLECTION PREFAB COOLER/ FREEZER WALLS, BY COOLER MANJFACTURER SEE DETAIL 16/A602 224200R2A.. 24WHE0E NOTED) 16. O.C. WOOD STUD WALLS WISM'GYP SOFA. SIDE SEE STRUCTURAL DETALS FOR WNL TO TRUSS CONNECTION. SEE DETM WA502 LA (0R 2&.2x6 WHERE I0TE01@ le 0.C. WOOD SND WALLS WILE' GYP BO EA.50E. TERMINATE NAUSP ABOVE DELINO WALLS TO HAVE FULL CAVITY GATT INSUUTION(FOi SOUND). SEE DETAIL NA502 NEW EXTERIOR ma: X 6'016' ac AGO STUD WALL. MASTER FINISH SYSTEM ON WALL UNDER/ENT ONO. STRucTURAL SHEATMNG ON 2 X STUDS. INTERIOR RM. TORE Dr GYP BOARD OVER 6MIL. VAPOR RETARDER W/ FULL CAVITY FIBERGLASS BATT INSULATION BETWEEN WALL SNC CANTLES. SEE DELA PARTIAL HEIGHT lid TOR 2d.2 3 WHERE NOTED) @ 16' O.C. WOOD SND WALLS WISH' GYP BD EACH SIDE TERMINATE WALLS 4'ABOVE FINISH FLOOR. SEE DETAIL 10/A502 O ALUMINUM STOREFRONT SYSTEM AND ENTRY DOORS. REFER TO 0000 ANDR A0002 SCHEDULE FORMOE INTO 1212 LN0E55500 0 PVC 03310UIT5;111 FOR ELECTRICAL UNES. (R FOR DATA LINES. O 0.011 SIGN. IN RAISED CHARACTERS AND BRAILLE SEE ACCESSIBILITYDETAILS. O VC UNDERGROUND ELECTRICAL CONDUIT. O IR WATER STLBLP LOCATION © UNDERGROUND 4/ PVC CONDUIT FOR REFRIGERATION UNE WITH LONG SWEEPING ELBOWS O LIRE EXTINGUISHER 12AlOBCTWTH 5 LB NOON WALL BRACKET. BOTTOM OF EXTINGUISHER TORE MOUNTED@ 29 A.F.F. MIN. O ROOF LADDER AND ACCESS NATCH OS SECTIONOFWALLBEI 0HOTFOOD PREP AREA TO RECEIVE NC PLYWOOD BACKING WITH FRPFIMSH OVER. SEE FLOOR FlNSHPIANSNEETAI3 10 HEAVY DASHED UNE SURROUNDINGWAIK4N FREEZER REPRESENTS AREA 05 RECESSED SLAB FOR FLUSH TRANSITION OF THRESHOLD FROM BACK ROOM FLOORFINSH INTO WALK4N FREEZER FIMSHED FLOG{ SEE DETAIL NA501. 0 LCATAIOTNOTOALF 3OSFO2EdL1FOEEXCW£lCAOGE POTHEACGENSTiORES EA TOTAL OF(35TWENTY POUND TANKS. 12 LOGTIOV OF (N) KNOX BOX. VEWFY EXACT LOCATION WITH FIRE MARSHALL PRIOR TO INSTALLING. O LOCATION OF EMERGENCY SHUT OFF MIT. O NEW METRO CAW TRAK HIGH DENSITY STORAGE SYSTEM TORE INSTALLED IN WAIL( -IN COOLER. TWO STATIONARY END UNITS AND 2 MOBILE METRO RACKS TO BE INSTALLED ON SLIDING TRACK AS PER MANUFACTURERS INSTRUCTIONS AND SPEOFICATIONS. SEE EQUIPMENT SCHEDULE SHEET A1030. 15 LOCATION OF FUTURE COLD BREW COFFEE TAP AREA. 0 120'-0 I/4' O 1 '-B 1/4 32' 0' 122 5 I/4'.j 23' 7 IIIIIIIIIIIIIIIIIIIIIITRIIiHIIIIIIBIIIlIl1IlIIlIIlI1111 Mfilullllllllllullllllll llllllllllllllllllllllllllllllllll 11111111111111111101/111 11,11111111111111111111111111111I ELFCTRIC^L PANELS QUICK SERVE RESTAURANT BACKROOM G KRDOM Im) -'iiiiiiiliiiiii'ii illllllllllll lllllllillllliBlllillliillllllllllillU111111ilAIB11111111111111111RIIIIIR IIIIIIIIIIIIIIIIIIIIIIIIIII IRIIuuIIUBInIRIniBluiu111111u1uN101iiliilifliiliililliilllliiiliiliiliililiiliiliiliiliiliiililiiii 'liuolli V"Vii'i'�i�liii'IppppIlIh 1111111II IIIIIIIIIIIIIIIIIIIIIIBIIIIIIIDII onnnl nunnllnnn III llllll111111116lllllll111 IIIIIIIIIIIIII010111111111 RESTAU PACK SERVE RESTAURANT WALK/IN DOR ( 102 ) 0— COF EE BAR OFFICE I STORAGE WALK IN SALES AREA 1W OPEN DISPLAY COOLER MOTORCYCLE DISPLAY 0 MAIN FLOOR PLAN 0 Be 6' 0 00 0 31' 5 I/4' 104' 5 1/4' 0 00 36' 6' 23-7' 0 SCALE: 1/4"=1'-0" PM DESIGN Architectural Solutions Group Seal O O r 40 OZ O QU a z O � • 0 Q 0 wco Z Fe, (� w Q QQ z co 3 O a� cc)H H cc Z_ Wo H c W Project Number PTW16001.0 Sheet Nome MAIN FLOOR PLAN Sheet Number A100 1 2013 . unity .1pment 38 39 GENERAL NOTES WALL TYPES KEYNOTES ALL INTERIOR DIMENSIONS ARE TO FACE OF GYP BOARD UNLESS NOTED OTHERWISE. ALL DENOTED DIMENSIONS ARE TO BE USED. PLANS SHALL NOT BE SCALED. EXTERIOR WALLSARE2M, INTERIORWALLS ARE 2X4 ®1S 0C UNLESS NOTED OTHERWISE, SEE STRUCTURAL DRAWINGS FCR FRAMING REQUIREMENTS. 4. SEE PLUMBINGDAWINCS FOR DIMENSIONS TO PLUMBING FIXTURES. 5 REFER TO SHEET AIDS FOR EQUIPMENT PLAN. 6. REFER TO SHEET AINe FOR EQUIPMENT SCHEDULE 7. ALL EQUIPMENT SHALLMEET LOCAL ACCESSIBILITY REQUIREMENTS. 8. ALL OUTSIDE CORNERS AT DRYWALL FINISHL0CAT10NS TO RECEIVE ROUNDED BULL NOSE CORNER BEANS. TYPICAL. B. CABINET PLANS PROVIDED BY MOOR 10. 4. NIGH BM:KSRIASH AT ALL COUNTERTOPS THAT TERMINATE AT WALL BACHSPIASH TO MATCH COUNTERTOP MATERIAL. 11 FLOOR FINISH TRANSITIONS BETWEEN ROOMS SHALL OCCUR UNDER CENTER OF 0003 WHEREAPPLICABLE. 12 DIMENSIONS NOTED AS CLEAR OR CAR ARE TO FACE OP WALL HASH. VERIFY WITH ROOM FINISH SCHEDULE. 13 ALLJOW PENETRATIONS ARE TOSE CAULKED, GASKETW, WEATHER STRIPPED, OR OTHERWISE SEALED PER 2011 WSC. 19. TOP OF INTERIOR WALLS TOSE CONNECTED TO ROOF TRUSS UNDERSIDE PROVIDE SUP TACT( CONNECTION TO ALLOW ROOF TRUSS DEFLECTION. PREFAB COOLER/ FREEZER WALLS, BY COOLERMANUFACTLWER SEE DETAIL IWA502 2x91M P 666.668 WHERE NOTE01@ 1W O.C. W000 STUD WALLS HP SB' GYP BO EACH SIDE 6. ABOVE CELIAC. SEE STRUCTURAL DETAILS FOR WNL TO TRUSS CONNECTION. SEE DETAIL 9/1502 26910R26264 WHERE NOTED) 6] IW GC. WOOD STLO WALLS WISW GYP BO EACH SIDE. TERMINATE WALLS B' ABOVE CELING. WALLS TO AVE FULL GOUTY BATT INSWATION/EOR SOUND). SEE GETM MA502 NEW EXTERIOR wALL:T x s• @ I6• D.C. WOOD SND WALL. EXTERIOR TORE RP CEMENT PLASTER FINISH SYSTEM ON WNL LNDERLAYMENT ON BSBSTRUCTURN SHEATHING ON 2X 6 STUBS. INTERIOR FINISH TO BE N' GYP BOMB OVER 6 MIL. VAPOR RETARDER WI FULL CAVITY MERE: ASS ATT INSULATION BETWEEN WNL FILO CAVITIES SEE DETAIL MOT PASTUX HEIGHT 2F41W 26, 918 WHERE NOTED) ®16.0.0. W000 SND WALS WISE• OYP W EACH SIDE. TERMINATE WALLS 16. ABOVE FINISH FLOOR, SEE DETAIL I0/A502 0 ALUMINUM STOREFRONT SYSTEM MA ENTRY DOORS. REFER TO ODOR AND WINDOW SCIEDULE FOR MORE INFO O E2)7 UNDERGROUND PVC CONDUTS:(1)FO9 ELECTRICAL LINES,(TIFM DATALINES O FXO SIGN IN RAISED CHARACTERS AND BRAILLE SEE ACCESSIBILITY DETAILS 34• UNDERGROUND EIEC7TOCAL CONDUIT. OS IP/WATER STUBUP LOCATION © UNDERGROUND/' PVC CONDUIT FOR REFRIGERATION UNE WITH LONG SWEEPING ELBOWS. O FIRE EXTINGUISHERP&00q WITH 5 LB NOON WALL BRACKET. BOTTOM OFEXDNGUISHER TO BE MOUNTED 4] 2S AFf•MIN. O ROOF LADDER ANDACCESS HATCH OB SECTXWOFWALLBEHNDHOTWOD PREP AREA TO RECEIVE 311. PLYWOOD BACKING WITH FRP FINISH OVEN. SEE FIWRFlHSH PLAN SHEET AIO 0 HAVE DASHED LINE SURROUNDING WAUGIN FREEZER REPRESENTS AREA OF RECESSED SLAB FOR FLUSH TRANSITION OF THRESHOLD FROM SACK ROOM FLOOR FINISH INTO WMX.IN FREEZER FINISHED FLOOR, SEE DEM IlA501 O LOCATION OF 3SHELF PROPANEEXCANGECAOE THE CAGE STORES A TOTAL OP(36)TWEN7Y POUND TANKS, WITH A TOTAL OF MOS OF LP -GAS TO BE STONED ATA GIVEN TIME. 12 LOGTIONOFMIKNQX BOX. VERIFY EXACTLOGTION WITH FIFE MARSHALL PRIOR TO INSTALLING O LOCATION OF EMERGENCY SHUT OFF SCOTCH. O NEW METROOWIXTRAK HIGH BENS0Y STORAGE SYSTEM TORE INSTALLED INWOLKINCOOLER. TL 50 STATIONA RY ENO LATS AND 2 MOBILE METRO HACKS TO BE INSTALLED ON SLIDING TRACH AS PER MANUFACTURERS INSTRUCTIONS AND SPEIFICAGONB SEE EQUIPMENT SCHEDULE SHEET AIWA IDS LOGTIONOF FUTURE COLD BREW CCfFEE TAP AREA O O 0 O O 0 0 0 0 0 0 0 -OY STORAGE ROOM UPPER FLOOR PLAN DISPLAY AREA 36' 4 3/47 07 67 127 4 1/4 0 0 0 0 DISPLAY AREA OPEN TO BELOW BALCONY 32' B I/4T 231 7 I/4. ER C 37 11 1/27 W' 97 6 4 3/47 0 0 0 0 1/9 1'd O 0 f O 2 4 SCALE: 1/4^=1•-0" 2 16 PM DESIGN Architectural Solutions Group Seal JAN 31. O m 0 a 0 z z 61 a 0 6- co m 0 W 5. z 0 ± D Q O H wco z oD 1 Q j co aa' z W o H W CL Project Number PTW 16001.0 Sheet Name UPPER FLOOR PLAN Sheet Number A101