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HomeMy WebLinkAboutLUA-96-078 Large Formatr, 0 W a2E 0 F OR CB SOLID LID RIM ELEV = 22.3e 12" CP FRM NE/ELEV = j.�.78 12" CP TO SW ELEV 18.68 CB RIM ELEV = 21.72 6" CP OUT SE ELEV ;19.62 / s�j d FIRE HYDRANz0s < x e7- 40# EET 1'49'4�" r= 379.34 L= 144.52' 3' x 3' CONC PAD OVERHEAD SIGN "LES SCHWAB TIRES" SAWCUT LANDSCAPING GAS METER /WITH BOLLARDS 2 J�p< / / ACE EXIST CO / a �\ o TH NEW 6 CO • 22 EDGE a • /: a PAVEMENT BAFFLE OIL/WATER SEPE OR \ 1, GATE CB SOLD �_ , / j' � .' / • 1M ELEV = 21.85 W AND 12" CP TO S ELEV = 18. SA 12„ CP FRM N. ELEV = 18.50 M EXIST - W - W MATCH / IT EXIST i CB o� • /�,� •' RIM ELEV = 21.31 / `ti •'`�- CONC ` • : a , NO PIPES FOUND CO a EXISTING PAV'T ETER °• • o CB #1 - TYPE 1 / • R1 ELEV = 0.98 TO BEM RELOCATED ° A:= �► 6 CONNECT NEW SD OUT LEV = 19. C0 TO EXIST CB • s • . 2' X 5' VAULT -PVMT a V V� Af EDGE 0 �+ y \ VEMENT T GATE f � EL AREA 4 4 �v SUBARU / PEUGEOT \ ti AC-PVMT O O I \ POST & ST CABLE Fr C VERHEAD SIGN AC-PVMT 5' _. NEW LBSOL LQ_1. L - _ RIM ELEV = 22.58 CONNECT 8"W TO 12" CP FRM NE ELEV = 19.78 EXIST 18"W 12" CP TO SW ELEV = 19.83 6" CP FRM SSW ELEV = 19.73 BRICKED TRAFFIC ISLAND • 1 RIM ELEV = 21.48 6" CP OUT ELEV = 20.23 6" CP FRM SE ELEV = 20.33 6" CP FRM SW ELEV = 20.13 EXTRUDED CURB OVERHEAD SIGN "FORD LINCOLN MERCURY" 24"0 CB CONC BA / RIM ELEV = 21.78 --� 15 CMP IN ELEV = 18.98 I LIP 15" CMP OUT ELEV = 18.93 I) AC-PVMT LP 24"O CONC BAS 00 N / o = 26'48'35" L = 177.50' CB RIM ELEV = 21.31 6" CP OUT ELEV = 19.76 MATCH EXIST PAV'T EXTRUDED CURB CB RIM ELEV = 21.58 8" CP IN SELY ELEV = 19.58 ---- - 0 15" CMP OUT NWLY ELEV = 19.58 INK FENCE \ EXTRUDED CURB PUGET POWER VAULT 5.4' x 16.6' NEW ASPHALT 22 CONC PAV'T AC- MT 22 l,D f J- 1 1 rC I RIM = 21.30 CB RIM ELEV = 21.81 8" CP OUT ELEV = 20.16 LANDSCAPING (TYP) EXIST 18"W 1 EXIST FH N GRAPHIC SCALE (INS) 1 Inch = 20 ft. - SOLID YELLOW PAINTED TRAFFIC LINE LEGEND ® = CATCH BASIN pQ = GAS VALVE • LP = LUMINAR ® = POWER VAULT 10.5' X 4.5' m = STREET LIGHT HAND HOLE o = WATER METER ® = MONITORING WELL O = SET 5/8" REBAR W/CAP "MULLEN 18913" NOTES 1. EASEMENTS, ROADS, RESTRICTIONS, RESERVATIONS AND HAZARDOUS WASTE DEPOSITS, IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 2. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF, WATER RIGHTS, CLAIMS OR TITLE TO WATER, IF ANY, ARE NOT SHOW EXCEPT AS INDICATED. 3. INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 4. BASIS OF BEARING NORTH LINE OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON 5. EQUIPMENT AND PROCEDURES USED: TOPCON GTS-3C 5" EDM / CLOSED FIELD TRAVERSE. LAST CALIBRATION MAY, 1994. 6. ALL MONUMENTS VISITED DURING MAY OF 1995. 7. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY SURFACE EVIDENCE ONLY, UNLESS OTHERWISE NOTED. 8. NO PUBLIC RECORDS ARE AVAILABLE FROM THE CITY OF RENTON FOR , STORM DRAIN. COPYRIGHT 0 1995 BY MUILEN ASSOCIATES SURVEYORS LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS : BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH BEARS NORTH 89050'24" WEST 2008.4 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0?09'36" WEST 30 FEET TO THE SOUTH MARGIN OF SOUTH 7th STREET (SOUTHEAST 144th STREET); THENCE SOUTHWESTERLY ALONG SAID MARGIN ON A CURVE HAVING A RADIUS OF 379.34 FEET THROUGH AN ANGLE OF 26'48'35" AN ARC DISTANCE OF 177.50 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING ON SAID CURVE ALONG SAID STREET MARGIN AND ALONG THE EASTERLY MARGIN OF RAINIER AVENUE SOUTH THROUGH AN ANGLE OF 21049'42" AN ARC DISTANCE OF 144.52 FEET; THENCE SOUTH 41'25'36" WEST, 123.37 FEET; THENCE SOUTH 55?41'30" EAST 235.44 FEET TO A POINT WHICH BEARS SOUTH 0'09'36" WEST 312.98 FEET FROM THE TRUE POINT OF BEGINNING. THENCE NORTH 0'09'36" EAST, 312.98 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AREA = 32,884sq.tt. = 0.7545 acres CB13 - TYPE 1 / K SOLID LOCKING COVER 6' CHa 1 NL I NK FENCE RIM = 22.40 ® o BEGIN EXTRUIDED LTED UP -RECeivs: AC-PVMT • SITE PLAN REVIEW SUBMITTAL Wo;ru2LN 4 1996 6CHAINLINK FENCE r 1 LBI DRAWN BY DATE SCALE: L� �� SF�T G AE E 6- 9-9 1 =20T1FiE3 LES SCIi m Ca DESIGNED BY HOR I Z . Consulting Engineers PRNEMLLF, OWootr 1�kf f RENTON LESSCIMAB MRS 6-19-96 �-W� s�7-+ = fax 1 CHECKED �- BY VERT . NOF�iI-IVVEST8 1201 Third Avenue. Suite 900 I.ARCIEST WIITH TM CENnM LOCATM 0 R J L 6-19-96 JOB NO. Seattle, Washington 98101 IINIDEPE T °FE°0WW APPROVED BY TFE CALF NA- MONTAM-NEVAD�` 96298 . o (206) 622-5822 Fax (206) 622-8W PRELIMINARY (FADING do UTILITY PLAN 1 of 1 NO. DATE BY CHD . APPR . REVISION comas e/1/0 NORTH 0 10 20 40 nm=%�� /01 574 5Q FT LANDSGAPE l#kI1 A % 12JHVV �i!I •�� * .s 12 - D T( P 12 - PMM ! i 5' K ! PLANT MATERIAL LIST Minimum Gode botanical Name Gommon Name C--)IZe Remark DTGP DERIDERI5 THUNDEK61 ATRO. NANA EAG E)ONYMUS ALATU5 GOMPAGTA JHW JUNIPEKUS HOKIZONTALIS W`L-TONII PL PKUNUS L- SITANIGA PMM PKUNUS MUGO MUGO P5K PIRUNUS 5EKKULATA KWANZAN ,a%N` PLAN FEVIEW NOTES O O ALL LANDSGAI E AREAS TO DE GOVEKED DY AN AUTOMATIC IRRIGATION SYSTEM TO INDUSTRY STANDARD WITH LE55 THAN 30 GPM APPLIED PER ZONE, GOVEKING ALL PLANTINGS. SEE SHEET Al FOR FINAL SITE DIMENSIONS AND LEGAL DESGKIPTION, / • /\1'<� j' ' \ _ "� SITE CONTAINS NO EXISTING VEGETATION / / �'�.•- SEE SHEET Al FOR UTILITIE5 AND RELATED PUDLIG IMPROVEMENTS. 10 \ /14 i I . ��� 111 III \ � �•i I�� l � I�' � ,�l Ill �'-22-PL O �I f 1643 SQ, FT. LANDSGAPE AREA NOTES ON I,ANDc,-)GAPE WOFK LOGATE UTILITIES AND MODIFY WORK AS NEEDED TO AVOID GONFLIGT WOKK INGLUDES INSTALLING 1-1/2' DEEP DARK MUL.GH LAYEK GONTINUOUS IN ALL NON TURF LANDSGAPE AREAS THROUGH OUT. • READ IN GONJUNGTION WITH LANDSGAPE WORK SPEGIFIGATIONS • SEE OTHER PLANS FOR ALL SITE ELEMENTS (WALKS, PAVING, TRASH ENGL05URE5, UTILITIES, ETG) OTHER THAN PLANTINGS 4 LANDSGAPE. • BRING ALL DISGKEPANGIES, SUGGESTIONS, QUESTIONS, GHANGES, AND MODIFIGATIONS TO OWNER FOR RESOLUTION PRIOR TO WORK. ' WORK INGLUDE5 IMPORTING TOPSOIL FOK THIS WORK. NO TOP501L �5 AVAILABLE ON 51TE. • INSTALL PLANTINGS IN AGGOKD WITH PLANTING DETAILS 9-PMM IG - EAG LEGEND N5TALL TYPE JHW (-4KOUNDGOVEK GONTINUOUS AT 30' ON GENTEK ONE FOOT GONTOLJRS - TYPIGAL GKIM50N PYGMY BARBERRY 15' SPK. DWARF WINGED EUONYMU5 24' HGT. BLUE RUG JUNIPER I GAL. POKTUGA- LAUREL 30' HGT. DWARF MUGO PINE 16, SPK, KWANZAN GHERKY 2' GAL. 30' O.G GONTINUOUS SPACING NOT SHEARED 6' HIGH GRAFT N5TALL TRUNK WRAP A5 APPROVED TO 9R5T LW6 N5TALL TREE TE5 TO MAMJF. 5PEG. WOOD '5TAKE5 TOP OF BALL ADOVE FN 5H GRADE r+/- ROOTDALL MULGH LAYER TO DRP LJNE, MN. SURROLPONG FN15H GRADE PLANTNG 50L MX: 2 PAKT5 TOPSOIL, ONE PART MJ OOM GOW05T, PLUS DONENEAL TO MANIJF. SPEG Uq-E'55 N XATED OTifR7 90 PLANTM TABLETS TO MANLF 5PEG. -- PLANING PIT' TWKE BALL DIA 4 A5 SHOWN 5GARFY 5DE5 AND BOTTOM 4' 4 WORK PLANTNG 50L NTO 5UWOUWNG SIJD'jOL Z PLANING 50L MX GOtvPAGT1=D N 6' EFTS C L GOWPAGT THOROUGHY TO PREVENT 5E7`7LN6 5L6501L N07 DETAL SWI..AR FOR EVER69U N TRM5 TREE PLANTING DETAIL NO 5GALF 0 a TOP OF BALL ADOVE F1V5f1 GRADE r+/- ROOTDALL MJLGH LAYER TO DRP LNE, MN. %KROUNPNG FNSH GRADE PLANING 5OL MX. 2 PAKT5 TOP501L, ONE PART Ml15F-FOOM GONF05T, PLaJ5 DONE CAL TO MANJF 5PEG (LJNL.ESS NDIGATED OT}-ERWI55 PLANTNIG TADLET5 TO MANUF SPEC. PLANTNG PIT, TWIGE DALE. DIA 4 A5 5HOWN 5GARFY 5DE5 AND BOTTOM 4' 4 WORK PLANTNG 50L NTO %9ROL DM 5(JD50L PLANTNG 50L MX GOWAGTED N G' LFT5 GOMPAGT THOROU6VUY TO PREVENT 5ET-TLN6 'A t�50L SHR JD PLANTING DETAIL NO SCALE STATE Of W ASHINGTPN REGISTERED LANDSCAPE ARCHTECT M. SCHWA TZ-- / CERTIFICATE NO. 302 SCHWARTZ ASSOCIATES Site Planning and Landscape Architecture 0 FO V �d E� r��yTT c� �3 0 Sew SR-56-d�K 812 N.W. Seventeenth Avenue, Suite 200 Portland, Oregon 97209 - 2300°fi�L (503) 227 5750 ' �• 6 oF1*r°ti , And Fizzinmg, 0 z 5 W a CV N a= W a� n' I Nw J 5 i J � W Z sKe 0 ao CE E) O p1TH NEW BAFFLIEOIL/WATI ir / �J CB SOLID I D RIM ELEV = 21.85 12" CP TO S ELEV = 18./C SAW 0 12" CP FIRM N. ELEV = 18.50 M EXI`. �0'T CB RIM ELEV = 21.31 NO PIPES FOUND / TO EXIST CB 2' X 5' VAULT POST & ST CABLE FV CB SOLID LID 12" CP FIRM NFALEV = jt.78 12" CP TO SW ELEV = 18.68 RIM ELEV = 21.72 / 6" CP OUT SE ELEV �19.62 / a< SUBARU / PEUGEOT CB#3 - TYPE 1 SOLID LOCKING COVER RIM = 22AO SOU ri TH_jtk,., STREET / 0,) 6' CHAINLINK FENCE 1 L 1 o gam` sae = r� �ORAL � DRAWN BY DATE AE E 6-19-96 SCALE: 1 "=20 ' HOR I Z . VERT . DESIGNED BY MRS 6-19-96 CHECKED BY R J L 6-19-96 JOB NO. 96298.0 APPROVED BY NO. DATE BY CHD. APPR. REVISION 12" CP FIRM NE ELEV = 19.78 12" CP TO SW ELEV = 19.83 o = 26'48'35" R = 379.34: L = 177.50 RIM ELEV = 21.48 6" CP OUT ELEV = 20.23 6" CP FIRM SE ELEV = 20.33 6" CP FIRM SW ELEV = 20.13 EXTRUDED CURB -.OVERHEAD SIGN "FORD LINCOLN MERCURY" RIM ELEV = 21.78 15" CMP IN ELEV = 18.98 15" CMP OUT ELEV = 18.93 RIM ELEV = 21.31 6" CP OUT ELEV = 19.76 - MATCH EXIST PAV'T EXTRUDED CURB CB RIM ELEV = 21.58 8" CP IN SELY ELEV = 19.58 15" CMP OUT NWLY ELEV = 19.58 PUGET POWER VAULT 5.4' x 16.6' NEW ASPHALT CONC PAV'T RIM = 21.30 8" CP OUT ELEV = 20.16 LANDSCAPING (TYP) 6' CHAINLINK FENCE Consulting Engineers 1201 Third Avenue. Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8W EXIST 1T"W EXIST FH GRAPHIC SCALE 10 20 40 (nNFET) 1 inch = 20 ft. SOLID YELLOW PAINTED TRAFFIC LINE EGEND = CATCH BASIN = GAS VALVE = LUMINAR = POWER VAULT 10.5' X 4.5' = STREET LIGHT HAND HOLE = WATER METER = MONITORING WELL SET 5/8" REBAR W/CAP "MULLEN 18913" NOTES 1. EASEMENTS, ROADS, RESTRICTIONS, RESERVATIONS AND HAZARDOUS WASTE DEPOSITS, IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 2. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF, WATER RIGHTS, CLAIMS OR TITLE TO WATER, IF ANY, ARE NOT SHOW EXCEPT AS INDICATED. 3. INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 4. BASIS OF BEARING NORTH LINE OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON 5. EQUIPMENT AND PROCEDURES USED: TOPCON GTS-3C 5" EDM / CLOSED FIELD TRAVERSE. LAST CALIBRATION MAY, 1994. 6. ALL MONUMENTS VISITED DURING MAY OF 1995. 7. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY SURFACE EVIDENCE ONLY, UNLESS OTHERWISE NOTED. 8. NO PUBLIC RECORDS ARE AVAILABLE FROM THE CITY OF RENTON FOR •9E+�FERy R STORM DRAIN. COPYRIGHT L 1995 BY MULLEN ASSOCIATES SURVEYORS DESCRIPT10N THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH BEARS NORTH 89"50'24" WEST 2008.4 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0?09'36" WEST 30 FEET TO THE SOUTH MARGIN OF SOUTH 7th STREET (SOUTHEAST 144th STREET); THENCE SOUTHWESTERLY ALONG SAID MARGIN ON A CURVE HAVING A RADIUS OF 379.34 FEET THROUGH AN ANGLE OF 26048'35" AN ARC DISTANCE OF 177.50 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING ON SAID CURVE ALONG SAID STREET MARGIN AND ALONG THE EASTERLY MARGIN OF RAINIER AVENUE SOUTH THROUGH AN ANGLE OF 21'49'42" AN ARC DISTANCE OF 144.52 FEET; THENCE SOUTH 41'25'36" WEST, 123.37 FEET; THENCE SOUTH 55?41'30" EAST 235.44 FEET TO A POINT WHICH BEARS SOUTH 0"09'36" WEST 312.98 FEET FROM THE TRUE POINT OF BEGINNING. THENCE NORTH 0'09'36" EAST, 312.98 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AREA = 32,884sq.ft. = 0.7545 acres SfTE PLAN REVIEW SUBMITTAL REMON LBS SCHWAB PRELIMINARY GRADING & UTILITY PLAN �Q ? '99� C�./ -Y lv'viv op R'*� o/1V1N'NG SHEET C-1 1 OF 1 - - �- PAINTED T_RA_FFIC LINE - - - - - - - - - - - - - - - - - - - - - - /- - - - - - - - - - -- - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - \ - - - - - - - - - -- -- - - - - - - G - - - - -- - - - - — - - / SOLD �'ELLOIU 8�3'50'24" DO= 7th OURETT / , CID SOLID LID / RPl ELEV . 2258 TRAFFICID YELL PAINTED / 12" GP F#1! I NE ELEV I8.18 t2" CP TO SW ELEV • 1"3 C8 SOLID LID RIM ELEV • 2238 12" CP FRM HE ELEv • *?b / V CP TO SW ELEV IS 8 / C45 RIM ELEV 21.72 6" CP OUT t3E ELEV MA2 ol U V 3 �0 0 r �_ � �r=r - 1� - 1.1-1 —NEW LANDSCAfsk AREA = 5'14 5Q. FT. —EXISTING PC" SIGN <- EXI5TING ASPHALT —� �. es EXISTING WALIOUAY 4 ° CS SOLID LID _ a t RIM ELEV ■ 21ee ° a o 12" CP TO S ELEv • 1840 / / • I2" CP FW N. ELEV • 185E W c / ° /.. se 0 'Y S 11 NEW C1 ANLfW GATE EDGE OF EXISTNG ASPWAL' --- - a RIM ELEv • 21AS 6" CP OUT ELEv 2023 6' CP FR"I SE ELEV • 2033 b" GP FRT1 SW ELEV . 20.13 6' C44AINLW EVINCE o4 q° (i 1 [IIl q •v PORTION OF WILDING ° �` TO BE REMOvED 1 (, a ° 4 E- NEU; ASPHALT PAVING (NOW ���\22 GRAVEL --> lK6 ZAZY AJDDM®�l fi his . J V EXISTIW-s >y 3U8ARU / PEUGEOT BUILDINCs N 5GALE : 1"■20'-0" C 4 �'� CO SK' b' CHAINLNK FENCE AC-Pv lr 6' CI- A W FENCE AC-PVMT 23 Co RIM ELEV . 21.15 IS" CMP IN ELEv . I&W IS" CMP OUT ELEV 1 EXOT•Y.x LIGHT POLE EXISTNG PARKING EXISTING LIG147 POLE EDGE OF EXIST►45 ASPHALT 0 CS �WJM ELEV . 7155 / 8" CP IN SELY ELEV • 1958 T 15" CMP OUT NLLY ELEV • 1958 EXISTWI GATE TO W"IAN 6 HIGH SCREENED Ottl STER ENCLOSEICHAlLW UY SLATS) C5 NEW LANDSCAPE AREA - 1909 30. FT WEN STAY=CS I OUILDN3 OCCIPANCY MSWOY1001", WAREHOUSE' 53 SERVICE BAYS CONSTRUCTION TYPE v - N 04 RATED ALL04WO FLOOR AREA : BASE FLOOR - 6000 SF INCREASE FOR PeOPERT> SEPERATION ON 3-SIDE6 (AWA REAR YAPW USED AS MINIMUM) 0~ <59,40'n.5 • 10" SF bow SF • to m 5F • b2+0m SF. SITE AREA 32864 50 FT (133 ACRES E)eI6TING SQUARE FOOTAGE 4,b36 SQ FT (WIN L.UDNG DEMOLITION AREA) DEMOLITION SQUARE FOOTAGE 891 60 FT ADDITION SQUARE FOOTAGE 3,510 Sa FT t NCLUDNG DEMOLITION AREA; TOTAL INTERIOR SQUARE FOOTAGE 6346 SQ FT, EXTERIOR COVERED AREA I,6I3 SQ FT OULDN3 COVERAGE . 6348 SQ FT • Ibt3 50 FT . lb,"I SQ. FT 130 ♦ (65% MAt ) LOT COVERAGE 30386 SQ FT ! W ;: PARKING REQUIRED; NET BLDG AiWA . 6,10 SF - 216 IPERIFETER WALL AREA - WA St. (TOILET AREA) • 1,528 W400 • NDE2 STALLS PARKING PROVIDED 22 STALLS (I HNC 4 3 COMPACT NCLUNVE) (tT EXISTING) PAiCRKs L.•"CAPWs AFEA 2,416 SQ FT. TOTAL LANDSCAPE AREA 2418 SQ FT PROPOSED ADDITION YEHGMT , t20'-6' BUILDING BET15ACKB REQUIRED FRONT 0 - 15' SIDE 0' REAR 0' 1mjk L iWl!' 9Cm 1! (Dl THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST WM, N KIWo COUNTY, U"SHINGTOI L DESCRIBED AS FOLLOWS BEGINHNG AT A PONT ON THE NORTH LINE OF SAID SUBDIVISION WHICH BEARS NORTH WbO'24" UEST 2006.4 FEET FROM THE NORTHEAST CORNER T1E1lEOFt THENCE SOUTH 0'09'36" WEST 30 FEET TO THE SOUTH MAWoIN OF SOUTH 1th STREET (SOUTHEAST I44th STREET)t THENCE SOUTHIJASTIERLY ALONG SAID MARGIN ON A CURVE HA Vftj A RADIUS OF 31S.34 FEET THROLIGH AN ANGLE OF 26.46'35" AN AMC DISTANCE Cog MM FEET TO THE TRUE PONT OF BEW44IN3 OF THIS DESCMPTIONs THENCE CCNTNINNG ON SAID CURVE ALONG SAID STREET MARGIN AND ALONG THE EASTERLY MARIGIN OF RAINIER AvENJE SOUTH THOROUGH AN ANGLE OF 21'49'42" AN ARC DISTANCE OF 14452 FEET* THENCE SOUTH 41.25'36" WEST t2331 FEETt THENCE SOUTH 55'41'30" EAST 23644 FEET TO A POINT WHICH 5EAR8 SOUTH 0'0916" (LEST 312.98 FEET FROM THE TRUE POINT OF BEGINVNiG THENCE NORTH 0'09'36" EAST 312.98 FEET TO THE TRUE POINT OF BEGINNW,, SITUATE IN THE COLNTY OF KING, STATE OF WASHINGTONt. AREA • 32084aq.ft.. 0.1545 acres Jii ZZ V Y JY• R 11 r• iti Y `W kq Al COVER 5NEET / 51TE PLAN A2 FLOOR PLAN AND NOTES A3 EXTERIOR ELEVATIONS AND CROSS SECTION LI LANDSCAPE PLAN CI CIVIL PLAN ffART iL1V 1W ® CATCH BASIN V V GAS vAL VE • LP . LUMINAR • PCU.ER VAULT 105' X 43' m 5TREET �IGWT HAND HOLE • WATER METER //�0 MQJITORING DELL O•SET 5/6' REMAR W/CAP 'T"IULLEN UM13" 1V I. EASEMENTS. ROADS, RESTRICTIOMS, RESERVATIONS AND HAZARDOUS WASTE DEPOSITS IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 2. UNPATENTED MINWY,s CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR N ACTS A rWCMZNG THE ISSUANCE T4E PROF, WATER R*WTS, CLAIMS OR TITLE TO WATER, P ANY ARE NOT SHOW EXCEPT AS INDICATED, S. NDIAN TROAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL WOWS, NCLUDMb EASEMENTS OR EQUITABLE SERVITUDES IF ANY. ARE NOT SHOUN EXCEPT AS INDICATED 4 BASIS OP BEARING NORTH LINE OF SECTION IS. TOtLNSHIP 23 NORTH, RANGE 5 EAST W.M. N KING COUNTY WASHhJGTON 5. E"JIM ENT AND P1WXZDURES USED: TOPCON GTS-3G 5" EDM / CLOSED FIELD TRAVERSE. LAST CALIBRATION MAY, I'54, 6 ALL MONU1"1ENT6 VISITED DURING MAY OF ,995 1. ALL 60CATIONO SHOWY HEREON ARE THOSE OBTAINABLE BY SURFACE EVIDENCE ONLY, UNILE68 OTHERWISE NOTED. 6. NO P UIBLIC 14E009W6 ARE AVAILABLE FRO,-' THE CITY,' OF RENTON FOR WATER SANITARY SCR OR STORM DRAIN. COPYRIGHT l C 1 "955 Bf MULLEN ASSOCIATES SURVEYORS sss I 1 I '► 1 J 3ECEIVED N- 24 1996 DEVELOPMEN r PLANNING CITY OF RLNTON Architf:l;cture And PlQnning en REMOvE EXISTING O 0j!RNEAD DOORS AND R,rtLL UTN CM TO MATON EXISTING CMu WALL (2 TOTAL) ALSO PROVIDE ONE 10 -0" x 5 -a' DOODLE GLAZED WINDOW J'r- SILK • 2C" AFF, AS SHOWk -. ___ __ . .a., 12'-0" 2 -8"' }2'-m" 2'-9" 12'-0" -v L;- ® fff I � to lID AII.II� tom', 0 MAYS (6) \�— --- NEW IN-GIt+Ot?JD t-i01bt5 (4 TOTAL) - — NEW 'IRE .rASi-+ STATION WE SITE PiAN FOR C.Ct#4 GTiON TO WATER SUPPLY A OILAL4 rER SEPARATOR L L. UP NEW CONIC STEP% t LANONIG UIT" *}ETAL NEw i-NOtR DOOR ------ 1 ♦ w ♦ . ExiSING CM ,vALL -O REMAFN EXIST NG DuiiD NG TO BE REr"IOVED MELD VERIFY) e PROVIDE NEW Y-b" W DOOR !N NEW CMW IWLL (I -HOUR) - ----- PROVIDE OPENING IN EX,STING CrU WALL t CUT EX15TING CONC 5t_Ap TO ALLOW SPACE TO C"TRuCT NEW ACCESSIBLE MOSTROOM FACILITIES. 5Ek DETAIL SHEET S- FOR 11"C"IRED OPENING REINFOIC..EM w. — PROVIDE PRAMING AT DOTu S,DES OF NEW ENTRY DOORS NEW =Wj�H 5OTTOM OF EXIS`fWs ENCrR1 I ROOF DEAr"+ A6pVE TO TOP DOORS OF CONC LEDGE DELOIL TO 9J"*OR? NEW ENTRY DOORS. - REMOVE EXISTING NON -BAIL! PRA"'IE WALE /.—EXISTING •TSE,_ WIPE COLUMN TO RE"AN f` (TYP Op 2) O EX15TWs 64_95 C0UNTEIR TO RVIAM I Ex'5Tn�6 aREAK ROC" - EXISTING 4x4 POST ,�Rcvloe CPINE ALAM,1 5YSTEM IN tAIrQREM'10I.IG� SPACE (EMPLCYEE AC-CE55 'ARE STORAGE IN OPEN ;'^ETA:- -�<G DROPPED �C-T%L ROO- ::.RE4 1144 Sa FT (NET) NOP4 STORA4E ANSA5 . 5176Q. =-T. (NeT) \ NET STORAGE AREA: 2227K. FAT. NET) Ifs ,41 Rtl. IW R 1 1111_1I) .\ I141:4 Z 1NI:AIan 1.91` 1V jFRoorr YREM 6xt5T.NG ]ENTRY TO RE"AIN 9 IL3GIEHIID EX15TW_, "ALI - TO MAIN EXISTMG WALi - t0 I W iwMOvw NEW WALLS Gaga I 1 1 :r � f I •� II• .- � C m , lVED Ra, 4 1996 DEVELOPMEN-r PLANNING CITY OF RLNTON I l' Archit/�e;cturs--% And P�anning (LIMIT OF ADDITION) �lu►II i III ICI 1'� c'`1 I'.Ic��' �11 iu►ul 16 Holrah IEaast I&Ravmtn®un Scale : Is".1,-0 NPS WA PAINTEI GONTINI PAINTEI STEEL P —h 1 EXISTIN sq,40E FULL LITE PANELS - \ ` PAINTED -- +NSULATED STEEL PANE .S PAINTED METAL SIDING -- PAINTED WX8"XIb"L. GONGF�ETE BOCK UP TO 4 -0'. ADDITION E EYONC EXISTING PAINTED FASG;A BEYOND CISTING PAINTEC SCIA 'ISTINCs STORE 4 ;,I5 V71W-s�PAINTEC n �4riC G BL OCF asTING ZADE <IATING GAS "1 p e South IEtst IEnevEtn®un Scale '8"=I'-m' Hoirt n West Y'RevEan®un Sca e 3 - CIVER).-eA-1 DOOR 15E ` �►. PASSENGER SERVICE BAYS pllipmi 1�III 't' I11lill EXISTING U-IAINLINK--- - --- - J W/ VINYL SLATS 46 -6 41 EXISTING STRUCTURE (LIMIT OF ADDITION) r :; aaaa v 1, l v m RECEIVED jUN 2 4 1996 DEVELOPMENT PLANNING CITY OF RENTON �Q �V 1 d' J d' 00 a) C 0 4 C� E 0 U L V 0 u C� d x cG O Architecture And P�ann�ng �i