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HomeMy WebLinkAboutLUA00-168 - Large Format5 65.00 LOT LINE ADJUSTMENT A PORTION OF THE SE 1/4 SECTION 18 AND THE SW 1/4 SECTION 17, TOWNSHIP 23N, RANGE 5E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LUA-00-168-LLA LND-30-0211 SEE ET DECLARATION THIS LOT LINE ADJUSTMENT IS MADE WITH MY FREE WILL AND CONSENT AND IS THE GRAPHIC DEPICTION OF MY WISHES TO ADJUST THE PROPERTY LINES AS SHOWN HEREON. | DECLARE THAT | AM THE FEE SIMPLE OWNER OF THE LANDS SHOWN HEREON. ADJUSTED PARCEL A EXISTING PARCELS LEGAL DESCRIPTION | LEGAL DESCRIPTIONS LOTS 11 THROUGH 17 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT TAX LOT 723150—2465-9 , RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; PARCEL 1: THE NORTH HALF OF LOT 17 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS SD RENTON LLC E RECORDED UNDER RECORDING NOS. 910203 AND 910204. ‘ wy) . ( 9) ( ) : ‘ EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS } RECORDED UNDER RECORDING NOS. 910203 AND 910204. i : ‘ H PARCEL 2: TAX LOT 723150-2455-01 ITS: y ‘ 4) 2/og ( \ $] } } = LOT 16 AND THE SOUTH HALF OF LOT 17 IN BLOCK 27 OF TOWN OF RENTON, a : f ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, ACKNOWLEDGMENT E H WASHINGTON; Hl EXCEPT THE WEST 5 FEET OF SAID LOTS CONVEYED FOR ALLEY PURPOSES BY DEEDS STATE_OF WASHINGTON i ss. H © RECORDED UNDER RECORDING NOS. 910203 AND 910204. COUNTY OF KING H ; _ | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT’ Waaveas Astowen YP ay pg ARSED TEX LOV dao }ab= 2490 PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED He, HE LOT 15 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME hers veaeeen cae a ae (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT J 2°. Soy H 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; ND, ACKNOWLEDGED IT AS THE OF SO RENTON LLC PF ete, HS ' , TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES J? 'f WOTARY 3 Bi MENTIONED IN THE INSTRUMENT. . A iG mee BS H EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS ; di; RECORDED UNDER RECORDING NOS. 910203 AND 910204. DATED THis_1@ pay or Opa 2008. , [3 rol H PARCEL 4: TAX LOT 723150-2430-01 Chard m™ Wonay HS LOTS 11 THROUGH 14 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT MON kee SA THE, STAB SOF WASHINGTON . HS RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; PRINTED NAME ie COMMISSION. EXPIRES VSIAS EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. Date/Time: 04/04/2002 APPROVALS EXAMINED AND APPROVED THIS _ 39 DAY OF Agel Neil Walh tar erseg Zimmey may IN CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS a DAY Oe: , z: Son MDasce KING COUNTY ASSESSOR DEPUTY KING COUNTY e 211s" ACCOUNT NUMBER _723¢$0- 2130, 20" zyS_ £ 276 , 2002. File: P:\07000s\7251 \survey\725 1bla1.dwg CONFORNED COPY 200205 CITY v; . , : y DRAWN BY RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: 4 18215 72ND AVENUE SOUTH PWH | |SE 1/4 SEG 18 & SW 1/4 SEC 17, T.23N., R.SE., W.M.|} SHIT Recording No. — a This map correctly represents a survey made by me or under my y KENT, WA 98032 DATE 4/4/02 SURVEY FOR Pa ee en | ar a an ty, se Se” ew (425)251-6222 = 49 2100 124TH AVENUE NE Barghausen Consulting Engineers, Inc. \ (425)251 —8782 FAX CHECKED BY: me SUITE 100 . eR BELLEVUE, WA 98005 OF 04 AP! 02. \ CIVIL ENGINEERING, LAND PLANNING, ; a ee _ 'R. WILLIAM GLASSEY, P.LS. DATE N SURVEYING, ENVIRONMENTAL SERVICES | } PROJECT No.: CITY OF RENTON KING COUNTY WA 3 : Manager Superintendent of Records REGISTRATION NO. fy ‘ fi Sh acerca onatos nernaicncsnieriseagntne seem oh of Se Moses z H SR-00 -/ ee) LOT LINE ADJUSTMENT UA DOcee4LA A PORTION OF THE SE 1/4 SECTION 18 AND THE LND-30-0211 an SW 1/4 SECTION 17, TOWNSHIP 23N, RANGE 5E, WM. cimey contro. wowwer ~—- CITY OF RENTON, KING COUNTY, WASHINGTON oe 0B. . NO. 205 CITY OF RENTON SURVEY CONTROL MONUMENT rats : NO. 1140 als : aya : S. 4TH STREET 2 a ak le Z saci 4 W/STEEL ROD IN CASE ; _ ____$88°23'37°E_ 300.49 _ , ‘ : CALC, = . ‘ ; POSITION ~ ‘ g__20 40 80 2 ei 1183 \N BEAN Existing 1 '~ Byisting 1 ; NBER Garage , ' 1 SCALE: 1"=40" ao “a7rad : I : | 10' | : (ep) | A pa Hi j . i UJ I oe) 3 > 7 EASEMENTS AND RESTRICTIONS > Lu ; . PER FIRST AMERICAN NO. 503196-5K Ww => ; ev | - H g 10. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A > 5 z ul a PARTNERSHIP AGREEMENT DATED OCTOBER 8, 1980. aS Ww : el ie <8 yg 13. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PERMISSIVE i; oe) Ae > WE USE AGREEMENT AS RECORDED UNDER RECORDING NO. 9205222702, RECORDS OF Pb - - ——- -- LE [ie - KING COUNTY, WASHINGTON. (NOTED HERE) pes a OK pe <' Hv { ene: ‘i 14. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RECORD OF be ANS A, A SURVEY AS RECORDED UNDER RECORDING NO. 19990707900019, RECORDS OF “Os o 7 2 KING COUNTY, WASHINGTON. (UTILIZED IN THE PREPARATION OF THIS SURVEY) Ww a OF a ‘AR 3 BO . wt ‘Nv J! / hai) re) d q° & z ona | - (—OLD LOT LINE ha = B F Sl TO BE REA f u a po 4+ , 1/ bY i. (neeay 5 <<, _ va | 4 rn “Te B fe mo?) dd): Is Ean] 5 Soa] pS _ eee 8 |= SURVEY NOTES : , Orvid 6 gw ocporese sn : ; 1 : = Hs 1. HORIZONTAL DATUM IS NAD 1983/91. HELD POSITION OF CITY OF RENTON z < / QoawW <r House cr? 8 = HS SURVEY CONTROL MONUMENT NO. 205 AND DIRECTION TO CITY OF RENTON SURVEY 9 o ' ! 5 F CONTROL MONUMENT NO, 1140. VERTICAL DATUM IS NAVD 1988. HELD CITY OF — = Lone 4 a & He RENTON SURVEY CONTROL MONUMENT NO. 2123. ELEVATION = 45.11 FEET. Sei ee ee ee = | yo 2. PROPERTY AREA = 40,276 + SQUARE FEET ( 0.925 + ACRES ). ts = 2 S} & Hd 3. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENTS CONDITIONS , 2 = az : EXISTING ON OCTOBER 1, 1999. ALL SURVEY CONTROL INDICATED AS “FOUND” WAS R Wii os Wy 1: RECOVERED FOR THIS PROJECT IN OCTOBER OF 1999. J . oe S/S 7 OC HS 4. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTRONIC TOTAL / —PARCEL 4 Ho STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS ee oe | Hoo BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE _- pS TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE i <x H MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE Zz YEAR OF THE DATE OF THIS SURVEY. / 49 i a (pan E | g ae a LEGEND H wo ; 1 io AS a __ 1 ?’ | ® FOUND MONUMENT AS NOTED ‘a ~~ a OE AHO t a | — bs Ro i * » ‘i » 4 E ! pon Fey 1 30 e 1/2” REBAR AND CAP "BCE 28238 i He a5 i x an TO BE SET AS CONSTRUCTION {S : _— i WwW 1 ih ' 30° COMPLETED. H a i ' £ I 10" 1 fl ~ | "| 19.8’ 1 ; Ee a ae im pi bo “a E _ — * i a) i : ; N88°26°04°W 115.04" : y 3 a : | iL a 4 H \ = ~ _ _|.N88'26'04"W 300,05" _ E f FND. MON. W/DRILL_HOLE 39. 5TH STRE E T. ; A IN’ CASE 2 a i * END. MON : _ W/1=1/2" STEEL DISC = ee IN CASE f \f \ (NDEX"DATA - —\ GHAy DRAWN BY ‘ 18215 72ND AVENUE SOUTH PWH SE 1/4 SEC 18 & SW 1/4 SEC 17, T.23N., R.SE., W.M.| | SH] ' © KENT, WA 98032 ONE 4/4/02 _ | | SURVEY FOR QZ (425)251-6222 SAE gb RENTON LLC y) : * (425)251-8782 FAX CEOED BF euTEqde eee oO RWG OF : <= WEN 3563 BELLEVUE, WA 98005 oe CIVIL ENGINEERING, LAND PLANNING, : "ING ence” SURVEYING, ENVIRONMENTAL SERVICES | } PROJECT NO.: CITY OF RENTON KING COUNTY WA 3 F a ary Ela LUA-00-168-LLA LND-30-0211 RANGE 5E, WM. WASHINGTON CITY OF RENTON, KING COUNTY Lu - = ja) Zz <x 0 Zz fe) - O Lu (es) t = uw a uw L - LL fe) Zz O — ow O oO <= z ie) N Oo. T 9) Zz 6 ke SN z 2 O uw a st > = 7) + Z LU = | F~ op) =) > ‘a < Lu < I + O a SOv-YS HINOS L33UL8 NIVA ae l | | ! | cn | HLNOS 3NN3AY SWVITIIM TT amone Dax | | | 1S: SQNaAV SWYITIM re Ce ro t ‘ssauaay Lis PEP bb dd Pi Pb bd id Loi _- SOUTH 4TH STREET 2 a i eo a“ (7 SS — HINOS S3NN3AY 11aNuNe SOUTH FIFTH STREET ~~ Ca J] eco ef = bE —....| pm ba 4 Ld | | 400 200 SCALE: 1°=200' 100 YW L gy y | | a Yy F 7 | i U LA (e) ee | | :S}a4X UOSOWG OOL=L %A109S BZ:ZL ZOOT/vO/vO AuNL/a}0q «= Bap 'coiq.gzz\Aanins\ 1SZZ\SOOOLO\'d :All4 NEIGHBORHOOD DETAIL MAP SHT 3 OF 3 || | TOR SE 1/4 SEC 18 & SW 1/4 SEC 17, T.28N., R.SE., W.M. PWH 4/4/02 RWG 7251 200’ PROJECT NO.: SURVEY FOR SD RENTON LLC 2100 124TH AVENUE NE SUITE 100 BELLEVUE, WA 98005 CITY OF RENTON KING COUNTY WA hsiassieeionnesnaeeniig scaencaicanaiansienariaeras” 5655 - -00O DRAWN BY DATE SCALE: CHECKED BY: JOB NO.: f (INDEX DATA 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 - (425)251—-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES BONG eR BURNETT AVENUE § NO1'27'04"E 560,02" \| (eran CALC. POSITION $88'23'37"E_ 300.49" i ' ! ; Existing ! House FND. CONC. MON, arenanhs sad mt W/STEEL ROD IN CASE \ iS “S Cowman W SHEE HET Tr t 1 = Ay 9, Wenn % 3 [re i aa $88:24'20°E VIB TP Aa “P z Ra 2 5 ie ~~! 3 ~ _ ma a : \ : os bee \ cove La oo ~ ras 4 aM \ \ WATER] METER \ J ra, fa \ \ ou? 7 6 Oe | ~y H SIGN_1| HOUR t ' i j ! t oe ~~ _ ~s a ~ 3670 GWRRE. FENCE __ 97168" OFIR - Ls at ' 00 : © ey ~F oF é 5 Lf i oF Existing eI es / House pa g.. = N 5” on meson 46 oem y CB RIM=34,66 IE 14” CMP S=32.08- — R CB_RIM=34,63 Co IE 12” CNC S=31.63 ~ IE 14” CMP N=31.83 IE 12" CNC E=31.85 a a weno aa eis is Renton Family Practice Clinic a \ FND. MON, W/DRILL HOLE IN CASE ee a ae A ee oe ee i 1 { i a4 i HH 19.8°¢ ge 1 maw en W -------- 8} i t { i & tg - °e Neen enn nnge ene Woo SSMH_RIM=37.20 IE 8 PVC N=32.25 IE 8” PVC $=32.20 “& sda POH) PQ P(oH) 24" 6ORNAMENTALL 3}. : (x3 nO: ORNAMENTAL A ENTS) SIDEWALK "oo 7 eae 2. ¢ 4 8 30’ 30’ CB_RIM=34.17 IE 6 CNC E=31.41 IE 6” CNC W=31,39 IE 6” PVC N=31.47 30° ALTA / ACSM LAND TITLE SURVEY American Land Title Association / American Congress on Surveying and Mapping and National Society of Professional Surveyors en es oe LEGEND LUMINAIRE. (LUM.) POWER POLE TRANSFORMER ON POLE CATCH BASIN. (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) GAS VALVE WATER VALVE (WV) FIRE HYDRANT (FH) WATER METER SIGN TELEPHONE MANHOLE \ ASPHALT CONCRETE WATER LINE SANITARY SEWER LINE STORM DRAINAGE LINE GAS LINE TELEPHONE UNDERGROUND POWER OVERHEAD HOG WIRE FENCE DIRECTION OF VEHICLE TRAVEL CONIFEROUS TREE Loo eg i o3X 1 Oo ° F e | CH le 4 ° (a) r O | Bi H . -& oO t Q ' B = fle @ PAINT| MARK W/AG! ORNAMENTAL TREE yy a > ~-4f--- We H : —# = t & i i} LY 1 > =z 1 © Si i LL | act > | R METERS ! t i= = Wed “s 1 t f zs if i 1 ad t EER | pes Wea —— iS | = | 1 t ! 1 t t 1 1 : i t @ oO ae IE 8” PVC S=30.21 PACKED FULL OF DIRT (3)GAS VALVES 34.73 Ga “8 2y--k W CROSSWALK SIGN CB RIM=34.24 1/2_SIZE_ GRATE ~~ w----- WATER VALVES "Ss on SSMH_RIM=35.01 DE E=28.21 1€ 12" Dt 24 IE 8” CNC S=30.12 SDMH_RIM=34.87 FULL OF WATER SSMH_ RIM=35,00 1E 12) CNC E=28.20 1E 12” CNC W=28.10 FND._ MON W/i-1/2° STEEL DISC IN CASE 2)GAS VALVES “PACKED FULL OF DIRT 0 nme IE 8° CNC N=30,73 (TOP PIPE) LEGAL DESCRIPTION LOTS 11 THROUGH 17 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 5 FEET OF SAID LOTS CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. SURVEYOR’S NOTES 1. THIS "ALTA/ACSM LAND TITLE SURVEY” IS AN "URBAN” SURVEY IN ACCORDANCE WITH THE "CLASSIFICATION AND SPECIFICATIONS FOR CADASTRAL SURVEYS” AS ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING IN 1997. 2. THIS DRAWING MEETS THE NATIONAL MAP STANDARDS FOR A ONE-FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1” = 20°. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. 3. HORIZONTAL DATUM IS NAD 1883/91. HELD POSITION OF CITY OF RENTON SURVEY CONTROL MONUMENT NO. 205 AND DIRECTION TO CITY OF RENTON SURVEY CONTROL MONUMENT NO. 1140. VERTICAL DATUM IS NAVD 1988, HELD CITY OF RENTON SURVEY CONTROL MONUMENT NO. 2123. ELEVATION = 45.11 FEET. 4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 503196~5K, DATED SEPTEMBER 14, 1999 AND SUPPLEMENTAL REPORT DATED SEPTEMBER 21, 1999. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN COMMITMENT, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN’S REPRESENTATIONS .OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. 5. PROPERTY AREA = 40,276 % SQUARE FEET ( 0.925 N ACRES). 6.. THIS PROPERTY HAS LEGAL ACCESS TO WILLIAMS AVENUE SOUTH AND SOUTH 5TH STREET, SHOWN HEREON AS PUBLIC RIGHTS—OF—WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 7. BUILDING: LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT*POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 8. NO BUILDINGS OR PORTIONS THEREOF ENCROACH OVER PROPERTY LINES, EASEMENTS, OR BUILDING ’ SETBACK LINES. UNLESS SPECIFICALLY SHOWN ON THE SURVEY. DRAWING. 9. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES. 10. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE, ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT: GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT.SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. .BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO ‘LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 11. BARGHAUSEN CONSULTING ENGINEERS, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF eR al RUBBISH FILLS, SLOUGHS, SPRINGS, FILLED-IN WELLS, CISTERNS, OR SEEP HOLES ON THE ROPERTY. : 12. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 1, 1999. ALL SURVEY CONTROL INDICATED AS “FOUND” WAS RECOVERED FOR THIS PROJECT IN OCTOBER OF 1999. 13. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 14. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130- 090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 15. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF SDI, LLC. RIGHTS TO. RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC. AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. EASEMENTS AND RESTRICTIONS FIRST AMERICAN NO. 503196—5K 1-9. NOT APPLICABLE TO BE. SHOWN ON ALTA SURVEY. 10. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PARTNERSHIP AGREEMENT DATED OCTOBER 8, 1980. (NOTED HERE) 11. NOT APPLICABLE TO BE SHOWN ON ALTA SURVEY. 12. DELETED BY SUPPLEMENTAL. REPORT. 13. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PERMISSIVE USE AGREEMENT AS DED UNDER RECORDING NO. 9205222702, RECORDS OF KING COUNTY, WASHINGTON. (NOTED HERE) hash dle mda 14. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RECORD OF. SURVEY AS RECORDED UNDER RECORDING NO. 1999070790C019, RECORDS OF KING COUNTY, WASHINGTON. (UTILIZED IN THE PREPARATION OF THIS SURVEY) : SURVEYOR’S CERTIFICATION TO SDI, LLC AND FIRST AMERICAN TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (I) IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS,” JOINTLY ESTABLISHED: AND ADOPTED BY ALTA AND ACSM IN 1997, AND INCLUDES ITEMS 2, 4, 5, AND 8-11 OF TABLE A THEREOF, AND (i!) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF AN URBAN SURVEY. R. WILLIAM GLASSEY, P.L.S. WASHINGTON REGISTRATION NO. 28238 its » : | 2 | Fics wePiRES OS—18—-01 SSSSSSESRENS AZ ZAEILOE = 1 © Lu fom) > fee] Za @ a> Ee A > - LL onieall oC wand © Lu ai faa Po [o) i Bn s BR Es o co. 6 2 ” 6¢ - > xz fey | a & go fea) [aca fag Pa) oO BoB gs g 68 8 & 2 a 6 & 2 @ 2 = gs ae) zm je) 29 v2) s Lu a @ a) S Oe pd Pag td Woy 32 NO ~ <SN0 ge AON 425 ze now ea Natl 8 = = “Bow 6&8 in NN Ze ~~ 13 PS mE in in NGG ge ~wit~ 52a 20 Brianm Xrefs: 1 14:26 — Scale: Job Number 7251 Sheet File: P:\SDSKPROJ\7251\SURVEY\7251TAO1.DWG Date/Time: 10/18/1999 SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N,, RGE. 5 E., WM. — ra Ke 5 ke e | Ee g |g IE E22 Es EX. SSMH RIM=35.01 Ta) | IE 12° Dl E=28.21 IE 12” DI W=28.21 Y IE 8” CNC N=30.73 (TOP PIPE) ? 4 IE 8” CNC $=30.12 a PA = tt a a __ f Fuul ra ee ee eee Sn ee f ou wee. © ILLIAM / {EX SSMH RIM=35.00 Oo TEX END. CONC. MON ge EE ee ee ren emer scbeconaneas aso ("|e 12” cnc E=28.20 EEL ROD IN CASE SRteensee / d c> J EE SE y } -AlE_12” CNC W=28.10 ui Ss Z | T = AZ| ABANDONED = rad ' ee % G 6 EX. SSMH RIM=37.20 H ae HARK ' . oan i = z = _ _ ‘ 32.26 6 ; 6 i ; = ! i lA f= = wan = IE 8" PVC S=32.20 i S u ; | ! va) QO S r oe : _ 1 sont ™— GC re a —— fl z > __| 801°29'46"W _559.80' lo ys —¢ — EX (Z)GAS VALVES 3 a ro) E = if WHITE STRIPE ans care ; & \ ; t t— 6 < Ss 7 | = ° = EX 8” PVC Te ' 5 c = " \ ws RK | —T(us) (UG) 7(UG) EX_8”.pve \ \ x, SIGN 1 HOUR EX. WATER METER a re = — = ue 19 scut} — Bhat gZ_BOEE EEN ee rea} Qo 5 je Fs ae +f aa $ (OH = a | a UG} T(UG} i. IL . a ra) [4 ! ~—- {2 ‘ A ne pete oye S & kX. SIDEWALK Fs] cal Poe) an | he EX. (3)GAS VALVES 1 ; Wit = 5 fe >) 50 Th / ' X. SSMH RIM=35.03 g : Ss IE 8" PVC N=29.95 @ s 3 : } Ly 245 IE 8" PVC $=30.21 = i I ; an 7 — I ! > =5 | ! | Lo: basa = op de | ee es i} [Nw \U id Lu x i 265 \ommle ey Le: Xo Q H | t pf t z ! H FIRE SPRINKLER i) a | ROOM (SEE WATER PLAN) — =< i 5 H Existing I i | Z 1 louse k = TO REMAIN IS ' g ai 6 ora 102 I< = : z fas ; _ av 190 re i= | 28 o oe ryt - | itu Ss [652], w i bt c ) H . ° fp = ; Wi | Pca Ig | | > 2 = fom to | 28.5 f = Z a i a =) a FS a i | oo | Of 3s | | | > | g 3 5 ao] : ! Fg <= : s) oor | ! Te | : : 3 a t z = 1 ae w 5 3 2 & Ts 5 a 1 N ‘= 1 t+ : Existing | a = S | Garage | * & Fa | TO REMAIN | RIDGELINE ze ra & rz ~ _—7 fe | ! 35.50 S ae ° 35.50 nfigeces | & a | 38 w = | x 5 | 39 7 5 aS Be fa f N a pas) 1 | Red fo} i 8 8 ! fo} a eH 1 5 FE .|222 A g z 2) "28 af | fee w | =8 1 o : L 3 C4 1 1 | = | j = ae | | co) 1 { 3S g BP elele] | |. |. i S &@ lg |, |é j€ I = a |e |B | [8 E «| = H i > = \ i) a a fa) 1 oO Se] < w -| < t a & ao ! s S ‘ 2 1 { NS = ' S t = £ | 2 1 Qa a 1 Ww i 8 qestodocwsdes ae Lee ctjees << | Wrmennnnnnnnnes eI a ad wo (a ive) x ; in ; BURRNETT AVENUE § ‘ z| 2 _ ~ _ i ~ & S| 2 7 ~ ~ = = NO1"27°04" ' NING. “ 5 _ Pan E 560, PRN a, a SANITARY SEWER KEYNOTES: E_ 560.02 _ acre ta 2 ® A eva cudend CITY OF RENTON - ZA. FLOOR DRAIN FOR BASEMENT LEVEL PARKING AREA. TIGHTLINE TO GREASE TRAP WITH 4” DUCTILE IRON PIPE AS SHOWN. 215 | tie HA pec \$ 00 DEPARTMENT OF PUBLIC WORKS pre] = ZA GREASE TRAP VAULT BY UTILITY VAULT COMPANY. sue 12) ne NE ee Us CENERREL IMIN ARY SANITARY Oo & AA\ PRIVATE GRINDER PUMP WITH 2” PRESSURE DISCHARGE PIPE CONNECTING TO EXISTING 6” SIDE SEWER AS SHOWN (228) 64-3058 e RY SEWER PLAN g ZA. EXISTING SIDE SEWER TO REMAIN AND BE USED FOR BASEMENT PARKING DISCHARGE FROM GRINDER PUNP. CONTACT: BILL. SHERMAN ” UNDERGROUND PARKING LEVEL A\. EXSTING SIDE SEWER TO REMAIN AND BE USED FOR CONNECTION TO NEW BUILDING SEWER DISCHARGE (3 TOTAL) ENGINEER: DESIGNED _MTS 7 PROVIDE CLEANOUT 5 FEET FROM BUILDING STRUCTURE. 18215 72ND AVENUE SOUTH opawy MIS pate ___5/24/00 FILE NO. . KENT, 3 | 3 ( 425)281 6222. CHECKED RJA SCALE AS NOTED FIELD BOOK PAGE & -| = (EXPIRES 275702 _ | ve: — | | (425)251-8782 FAX ARPROVER DIRECTOR OF PUBLIC WORKS seer O o_O SH-00-/6§ B.CE. JOB NO. _7251 SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N., RGE. 5 E., W.M. ‘a 2 | { y - . | a a ke g ig . 4) Ul (oe) [IE Eee E W/. 9 Ss = & |S a / \ | is BA PRELIMINARY GRADING AND STORM DRAINAGE PLAN | | - { Wd | — HHI ——EX SOMH RI oO J FULL OF WA fae eX FND ae | ae nw oe eeeeee SW/STEEL RO oO A | W 9 [on Woon enn een enn a ai a 1 = Zz : : — gi aC OL ! - im ACSTEEL Disc z ‘a - f ~ ~ ~ = -|QH 2 Oo S01"29"46"W 559.80" 8 =z © E EX. SINGLE WHITE, STRIPE c << 2 tee BREA SRMPORALST — oPeey power POLE oT si—i‘i—sEKS PN OE Ee 8 le] UCU Of 3 : = t i 1 = x & EX. SION 1H US) & Q 2 = Dabyrince 1. oD t : Ze *| r—v -- : 3 = = O |__| PLANTER PLANTER |_| 8 wal ce Sntstsceveren PLANTER > x! Ww i ! siassagesaei jeeserese Stee /iceesrsvestecs a : | [==] [PLANTER cc fe ne oc peed Pe Pitt ET ier Lb) | a) Ee “sl ot aawpionel Ee : a — F a Ter 7 A.| AA Be 7 PLANTER PEE ca PUNTER 1, [ef PLANTER PuanTeR a: eas ee ; ae Ag ) 4 fe i i ee » lero awh (np) LO ee EE] [| any BHA oo ex eae SS ta tao STREET SibN i] x “ol » imi m ! & BS 2 P a Hee . ; tC | | ! | ¢ | é = gf oP RE z ! s BUILDING SPRINKLER é9| | Lu b - 00M ON BASEMENT a ; i at Ww BLDG B i Pe PARKING LEVEL, | | Tel lu FF. EL=38.5 II a. | i j F. EL=38. | ey | : $ Wu ' I BLDG A 4 Hs Sl ii | 2 & | FF. EL=38.5 [| B | 4 - & heal iyo | sy | ac m 5 oat II TO BE REMOVED ~ - | « | HZ 2 uJ 17 16 i) w we 13 I zy oF) mo # O x - ie i = 1 & | ll : oO 8g i 5 lw an fe en > .e) Pe ih g 1 ! \ T > 2 : ~~ lei . = 10 | a4 i =| Ey Za Hy se to ‘< | I Tl 1 Fg > oo i 2 ss =< ! | @ 6” ROOF DRAIN LINES oo la Wx (IM & ea - — ATTACHED TO PT SLAB/CEILING il Ie ; § a < : | OF BASEMENT PARKING (TYP) PROPOSED TYPE 1 i | leg oi + z 5 “ CATCH BASIN ] iI P | i 9 faa) =! i t Po ll t ~N wy nrg]| i.) spnssecacass: i | EX|SSCO 1 5 ey i ies) | far Sunsnesssserat@ Dead ! LEX, FIRE HYDRANT a 5 { i mi oy, $I T —= . aa 7 \ By tans sal & ! Y PLANTER If — ed a Hy | PLANTER —= <r | | E ! | | ! a | | B | | | | : | ! > fe) | | \ i ' x 50’ a | ra & PLANTER = a 8 = ft BS B se __ ERE : . 6 | 3 w ~ = Ee oo oo are | ff = _— Al — | 5 8 sof Lug eo : EX, POWER PQLE | SS T W/AUMATF PROPOSED TYPE 1 PROPOSED TYPE 1 PROPOSED TYPE 1 \ ALLEY \ 7 __ | CATCH BASIN CATCH BASIN CATCH BASIN \ ' a z3 : ~ a I 8 gis q | | | Ex 31.85 po | 3 2 8ys : IE 12 YO Ee 31.85 8 1 Q vides | TO BE REMOVED te pe oe ged | | . | ey | ! | | | | | Z | = - t A “7 | ies ' : 4 2 6 C 9 ! a ! ¥ I ; i - = | Pe 1 | 1 [ | I i | | ! a1 it | 1 vlnl< | _ aS , Pie mwa EE s \ \ E\Ele je] | | eo) Av 4 ayer hit OPN AIRE a ls » |é 1 H Le co Loin \ $ [TILCw a lg lz |& |é Ain A Or ion Ae aS z~ |% |= |8 |& a oN IN laa ee Rew 3s victoad a |4 S rs} & Ned VV -_ A st A Pe ANN? Em 3, 18 Fe ( SHEET INDEX rat Is iy <x \ 3 8 ( exstna LEGEND OL: f xf “, 8 o pore CONCRETE 1 OF 3. PRELIMINARY GRADING AND a . 3 # | WE En OSE assent Ware ERIN STORM DRAINAGE PLAN ee Ww ~S QO fm) & q CATCH BASIN a) STORM DRANAGE. LINE 2 OF 3 PRELIMINARY WATER PLAN EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA SE STORM MANHOLE (SDMH, GAS LINE =< bas CO) _ SANTTARY SEWER MANHOLE (SSMH Ws) TELEPHONE UNDERGROUND SOF) FREUMINSRY Sens en 6,236 SF ROOFTOP 22,400 SF ROOFTOP Pps) gE; @ mers GSM) POH POWER OVERHEAD 10,077 SF PAVED PARKING LOT 14,716 SF CONCRETE WALK “ po 2 Se Ci— HoG WIRE FENCE , , 3 ™m Dx] GAS VALVE 1,000 SF CONCRETE WALK 1,120 SF PLANTER AREAS (2) A 3 oO q Srna ==> _ DIRECTION OF VEHICLE TRAVEL 22,963 SF GRASS 2,040 SF PAVED ALLEY (1) y as WATER METER ‘S) ORNAMENTAL TREE LEGAL DESCRIPTION 40,276 SF ONSITE TOTAL 40,276 SF ONSITE TOTAL : a RK | seme aie er CONFERGLS TREE Qiao = 0.69 crs Qio0 = 0.84 crs es se oO PROPOSED ACCORDING 10 PLAT RECORDED. IN VOLUME. 1. OF PLATS, PAGE 1OOYR INCREASE IN RUNOFF= 0.84 CFS - 0.69 CFS = 0.18 CFS : Fidel | Oldie” g E SR i ssoeuseie SSRs GANGCA WAR 135, IN KING COUNTY, WASHINGTON; LESS THAN 0.5 CFS THRESHOLD, THEREFORE, NO DETENTION IS REQUIRED , 5 Re ee ay an Bs a i ba 1 5, 2. PRE HYDRANT (FH) EXCEPT THE WEST 5 FEET OF SAID LOTS CONVEYED FOR (1) IMPERVIOUS AREA SUBJECT TO VEHICULAR TRAVEL < 5000 SF THRESHOLD | eQ 2 ido a ASPHALT PAVING ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING WATER QUALITY TREATMENT ALSO LESS THAN THE EXISTING PARKING LOT VICINI ~ z " THEREFORE, NO WATER QUALITY TREATMENT IS REQUIRED 8 zi Oo Ke -------- SAWCUT LINE yy, NOS. 910203 AND 910204. = Ee 3] @ (2) TO BE CONSERVATIVE THE RAISED PLANTER AREAS WERE COUNTED AS eA Gh CONCRETE WALKWAYS. CITY OF RENTON = DEVELOPER: a SDI, LLC DEPARTMENT OF PUBLIC WORKS ad ? : 2100 124TH AVENUE NE = zi SUITE 112 5 BELLEVUE, WA 98005 PRELIMINARY GRADING AND = (425) 641-3939 = / CONTACT: BILL” SHERMAN STORM DRAINAGE PLAN w Williams Avenue Apartments ENGINEER: a DESIGNED MTS 5/24/00 Z |) 18215 72ND AVENUE SOUTH RAN MIS pave 8/24/00 _|rateno. 3 J i asleep CHECKED RJA ss | scaLeE AS_ NOTED FIELD BOOK PAGE __ | =| Zz [EXPIRES 2/5/02 = = | (425)251-8782 FAX APPROVED DIRECTOR OF PUBLIC WORKS SHEET ot OF 3 Sk-00-/ 68 1 Previngagyy \729 1 -p3.dwg Date/Time: 12/14/2000 10:28 Scale: 1=20 sharesse Xrefs: Z27251PE,Z7251PA2, quer 6} 7251 B.C.E. JOB NO. nue Re) ANAM A Wescucis NINN? 11:09 Scale: 12/15/2000 File: P:\SDSKPROJ\7251\preliminary\7251—p1.dwg Date/Time: I | \. SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N., RGE. 5 E., WM. Al b I, fe lh | IB” CNC NC3O75 ( (TOP PIP b iB ig si \ EB" CNC S=30.12 SE g lg eee Y 7 ~— i —_ ATER ' / ”Y - : T\ ONS i / “ \ Na f ce eee . . | WILLIAMS*AVEN I : \ OAS ft soit Oo. Se t \ woes FRE / J BAe ENC w=? ae a ae 4 \ 1 Z / a ; /» T : = HYDRANT Ty LE ABANDONED oO : : H é CG t : \ Z : —— i TT! H G G —_—_—,_—AG ) —— en t (O8'6SS M,9F,6Z.10S -, \ —SNGLE WHE SRF — a ie i ; = EX. SINGLE WHITE STRIPE ay r 3 Lu W = i i H T(UG)}-— T(UG)— 2 E E i EX, SIN ¢ HOUR, awis 2 = — % ' j Lex. @heas valves > hh = ~~ LEX, SSMH ah fom iu < i ig 8” PVC A <t ty 2 | : “s r EB" PVE § Ze @¢ RS 5 =” Soradusresanearegeal| Saw g = = sosseases: sen 2 i ctiak ot 8 Ww \ C4 A amg i | Nei ou i fe ' i i — BUILDING SPRINKLER ml ROOM ON BASEMENT * uw | PARKING LEVEL 7 1 | 1 5 | # | Z| | \ x a aie " | rm A9 4 — J Ww =] il te 20 iy ee P| iv 1S | an “a if | He} i a a { | i 1 ee w 3 ce a E ” oo = a { i 00 1 « Z, @ ' © i | | 2100 3 ef | | 2 eI H e. = =I F | i PLANTER (TYP) — = i Piz x | v | ! ) + Et 3 * | Oo fF | : | mo at ow ie, | | -€x}ssco iS) 2 = =] sae Sy |W — mEX. FIRE HYDSANT 7 3 1 —H lc Y ps = 1 ! -——++- | | : é ! I ini | lean | 5 Ss { ' Lip | a z £ | ® as [ |PLANTER o [= ! F ee i a snail « | __ Ss \ 5 a H - - _ _ _ R 4 _— N on re a —~ B - é a t bd N in u ENS I to N ES #3 I B Ni 5 29 | \ = 25 | ! 4 gs i © 5S ! x< ee 5 = | 5 ' © t 3 a | ke | } | a 5 | sisce | ‘I z 2/728 1 = wu 5.2 i 2) feig | | 4 2 3 r L* 7 3 ~ 4 ; Wi ' | | t 1 i 1 H f | é i |. je {8 | | 6 is |§ {2 i 5 2 2 (5 |& 7 | | | | I | | a <| o 4 [aca a Ss Lu * { | ' im oie ' | | a <i < ; y I g ieee a ~- ~~ Ss 1 i —— __ wt | i — a ae Weonenen nee n woes ee ee ce EX. 6” WATER BU A V a4 EER — a feweecene be __BURI NETT AVENUE 5 i een Wen nnn o nanan nnn | ee Wen--e-- eee (earme LEGEND » Wenn ncnna ionnnnenenccnee Weneceeeeeconee Wencneenecenenns Wreeceene sense a ~ WATER KEYNOTES a OX LUMINAIRE (LUM) | eanescns . . 0" ~ POWER POLE REMOVE 400 LF 4” WITER MAIN AND REPLACE W/ 400 LF 12” DUCTILE IRON WATER MAIN. CITY TF TRANSFORMER ON POLE eat SernaTin TO PAY COST DIFFEREICE FOR PIPE MATERIALS FOR OVERSIZING FROM 8” TO A 12” LINE. _ ee . eT ee ee RECONNECT WATER SEIVICES ON EAST SIDE’ OF WILLIAMS AVENUE SOUTH, - _ _ _ - 9 STORM MANHOLE (SDMH GAS LINE z| 3 i) als Tus) TElEOE PRDEREROAT ZA, ABANDON EXISTING DOMESTIC WATER SERVICE (5 TOTAL). EVE a < C) _ SANTARY SEWER MANHOLE (SsMH) | "os BOWER OVERHEAD ELOPMENT PLABRING a = os we oem (FURS TRS ZA EXISTING FIRE HYDRAN TO REMAIN, = ee TY OF RENT CITY OF RENTON fe i ‘ DEVELOPER: 2 Xl WATER ie => DIRECTION OF VEHICLE TRAVEL IN EXISTING FIRE HYDRAN’ TO BE REPLACED WITH NEW HYDRANT. Spl, LLC HA DEC 1 g 20m DEPARTMENT OF PUBLIC WORKS iB e WATER METER i © ORNAMENTAL TREE AX NeW FIRE HYDRANT 2100 124TH AVENUE NE G U f : NE SUITE 112 5 a SIGN Xe CONIFEROUS TREE BELLEVUE, WA 98005 ; PRELIMINARY WATER PLAN & TERRE WE ; NEW 6” DETECTOR DOWBLE CHECK VALVE ASSEMBLY AND BACKFLOW PREVENTION DEVICE INSIDE (425) 641-3939 STREET LEVEL = PROPOSED A BUILDING SPRINKLER R)OM WITH POST INDICATOR VALVE (PIV) AND FIRE DEPARTMENT CONNECTION CONTACT: BILL SHERMAN > z (FDC) OUTSIDE BUILDING. Williams Avenue Apartments were STORM SEWER FEE EEETTIT DECORATE CONCRETE WALK ENGINEER: DESIGNED MTS are 5/24/00 FILE No. NEW 3” COMPOUND MBER WITH VAULT, BYPASS AND POST INDICATOR VALVE AND BACKFLOW 18215 72 Se . SARE HYDRANT (FH) ASPHALT PAVING PREVENTION DEVICE FO? DOMESTIC WATER SERVICE. KENT, WA ‘95052 — mash __ LT 3 i 1 IKE y AN ( 425)251 6222 CHECKED RJA | scaLe AS NOTED FIELD BOOK PAGE __ a is) SAWC AY TIC WAER SERVICE TO BE USED RRI VICE. ~ g -| KK yy EXISTING DOMES ER S ED FOR IRRIGATION WATER SERVICE (EXPIRES 2/5/02] (425)251-8782 FAX APPROVED _ ara ou 2 «9 3 Sh-00-/68 BCE. JOBNO. _7251 EXISTING PARCELS LEGAL DESCRIPTIONS PARCEL 1: TAX LOT 723150—2465-9 THE NORTH HALF OF LOT 17 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. PARCEL 2: TAX LOT 723150-—2455—-01 LOT 16 AND THE SOUTH HALF OF LOT 17 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 5 FEET OF SAID LOTS CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. PARCEL 3: TAX LOT 723150—2450 LOT 15 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; 40 Paul Xrefs: 1 EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. Scale: PARCEL 4: TAX LOT 723150—24350-—01 10:11 LOTS 11 THROUGH 14 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. Date/Time: 01/04/2001 File: P:\SDSKPROJ\7251\survey\7251 bla1.dwg RECORDING CERTIFICATE: Recording No. Filed for record this day of __ -M. in book of Surveys at page Barghausen Consulting Engineers, Inc. » 200 at __:__ at the request of ee ———— LAND SURVEYOR’S CERTIFICATE: This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of SDI, L.LC., in July, 2000. LOT LINE ADJUSTMENT A PORTION OF THE SE 1/4 SECTION 18 AND THE SW 1/4 SECTION 17, TOWNSHIP 23N, RANGE 5E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ADJUSTED PARCEL A LEGAL DESCRIPTION LOTS 11 THROUGH 17 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. R. WILLIAM GLASSEY, P.L.S. Manager Superintendent of Records REGISTRATION NO, 28238 expires 05/18/01 Sc SS? LUA-00-085-LLA LND-30-0211 DECLARATION THIS LOT LINE ADJUSTMENT IS MADE WITH MY FREE WILL AND CONSENT AND IS THE GRAPHIC DEPICTION OF MY WISHES TO ADJUST THE PROPERTY LINES AS SHOWN HEREON. | DECLARE THAT | AM THE FEE SIMPLE OWNER OF THE LANDS SHOWN HEREON. SDL, LLC. BY: ITS: ACKNOWLEDGMENT STATE OF WASHINGTON } Ss COUNTY OF KING | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT os: CHE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF SDI, L.L.C. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED INTHE INSTRUMENT. DATED THIS DAY OF , 2001. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT ___ PRINTED NAME COMMISSION EXPIRES APPROVALS EXAMINED AND APPROVED THIS DAY OF , 2001. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF , 2001. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER CITY OF RENTON gj RECEIVED JAN 11 2001 BUILDING DIVIBION JANO 5 20 LLL OOS HA BRANT Be INDEX DATA ee Ug 18215 72ND AVENUE SOUTH PWH SE 1/4 SEC 18 & SW 1/4 SEC 17, T.28N., R.5E., W.M. $ KENT, WA 98032 AE 7/6/00 _ | | SURVEY FOR = SCALE: , SDI, LLC = (425/251-8222 1 = 40 2100 124TH AVENUE NE > (425)251-8782 FAX CHECKED BY: SUITE 112 r Oo = WENO 9953 BELLEVUE, WA 98005 %, / . Pal CIVIL ENGINEERING, LAND PLANNING, DATE ng enone” SURVEYING, ENVIRONMENTAL SERVICES | | PROJECT No.: CITY OF RENTON KING COUNTY WA | — SHT 1 OF 3 _— | Sh-00- 168 40 Paul Xrefs: Scale: 1 10:08 Date/Time: 01/04/2001 File: P:\SDSKPROJ\7251 \survey\7251bla2.dwg 2. PROPERTY AREA = 3. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENTS CONDITIONS EXISTING ON OCTOBER 1, 1999. ALL SURVEY CONTROL INDICATED AS "FOUND” WAS RECOVERED FOR THIS PROJECT IN OCTOBER OF 1999. fe) 20 40 CITY OF RENTON SURVEY CONTROL MONUMENT NO. 1140 80 BS — LWT KI C6 W LW 5 SCALE: 1”=40° SURVEY NOTES 1. HORIZONTAL DATUM IS NAD 1983/91. HELD POSITION OF CITY OF RENTON SURVEY CONTROL MONUMENT NO. 205 AND DIRECTION TO CITY OF RENTON SURVEY CONTROL MONUMENT NO. 1140. VERTICAL DATUM IS NAVD 1988. HELD CITY OF RENTON SURVEY CONTROL MONUMENT NO. 2123. ELEVATION = 45.11 FEET. EASEMENTS AND RESTRICTIONS PER FIRST AMERICAN NO. 503196-5K 10. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PARTNERSHIP AGREEMENT DATED OCTOBER 8, 1980. 13. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PERMISSIVE USE AGREEMENT AS RECORDED UNDER RECORDING NO. 9205222702, RECORDS OF KING COUNTY, WASHINGTON. (NOTED HERE) 14. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RECORD OF SURVEY AS RECORDED UNDER RECORDING NO. 19990707900019, RECORDS OF KING COUNTY, WASHINGTON. (UTILIZED IN THE PREPARATION OF THIS SURVEY) 40,276 + SQUARE FEET ( 0.925 + ACRES ). 4. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. CITY OF RENTON SURVEY CONTROL MONUMENT LOT LINE ADJUSTMENT A PORTION OF THE SE 1/4 SECTION 18 AND THE SW 1/4 SECTION 17, TOWNSHIP 23N, RANGE 5E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NO. 205 I, aie sis a8 so W S. 4T Hs TRE ET END. CONC. MON. 7 - sere ome : | W/STEEL ROD IN CASE CALC. | POSITION z | 5 a: 118 Existing ! Existing ! - {Garage ' i House H | | wo - 7388'24'21"r—-—715.17'-4 —) 10" At “ PARCEL 1 io 477 alg as 4 = is \ 30" 30' | ————- | a | ) I ws \ | » | aaa | > j er rs: Bae — }- LL z | | PARCEL 2—~ > LU i & Nae \ 4n z = 5 | AOE Oe, \IS n x ke : | ex Y gor \ LU i de} ee - [b—--—— oy EE Loe f — ny Of} be rr en a On = b cae “ | ate roma f Ce e sez az | lExisting! j a 8 3 1 / , . § iGarage | / 2 << 3 am Po 4'tit i/ % 8 SE a ini" ees ° —'§ . __| wo WD | ig / GG > sm df oui a 5 - | - § < BS 2 =? ES ! gg ¢ we : > "9 a GO Ley o = & QO Ss n e po 2 QO ne oe eae <a | e EA | | cate | >| 2 Bs 5 OG = ; R Lu a ve) 2) a ¥ po fe / vale _ | / a —_ | / | ! [/ | I if 4 . | if Va | u I Fe er me er men i en T | | | 1 19.4’ _— jf f ‘a f ~ —_ rs rr += amin, Wnt 4- a | , Renton Family } 30" | |\ | Practice Clinic | | ‘ i Meas ! i \ \ H i H 30’ wo}! H | L198 tn a a Ol ; N88°26'04"W 115.04" a ai fey rs) k QC ~~ tN 826'04"W 300.05" u ee ee FND. MON. W/DRILL_HOLE : FAD. | S. 5TH STREET, o FND. MON - W/1-1/2” STEEL DISC _ IN. CASE \ AM (GLASS p (42 (42 18215 72ND AVENUE SOUTH KENT, WA 98032 5)251-6222 5)251-8782 FAX % CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES DRAWN BY DATE 7/6/00 1” = 40’ CHECKED BY: RWG SCALE: JOB NO.: 7251 PROJECT NO.: a LUA-00-085-LLA LND-30-0211 LEGEND ® FOUND MONUMENT AS NOTED e 1/2” REBAR AND CAP "BCE 28238” TO BE SET AS CONSTRUCTION IS COMPLETED. CITY OF RENTON RECEIVED JAN 11 2001 BUILDING DIVISION INDEX DATA SE 1/4 SEC 18 & SW 1/4 SEC 17, T.23N., RSE, WM.1| SHT SURVEY FOR SDI, LLC 2 2100 124TH AVENUE NE SUITE 112 BELLEVUE, WA 98005 OF CITY OF RENTON KING COUNTY WA 3 40 Stephen Xrefs: Date/Time: 09/06/2000 08:35 Scale: 1 File: P:\SOSKPROJ\7251\SURVEY\7251BLA3.0WG A PORTION OF THE SE 1/4 SECTION 18 AND THE LND-30-0211 SW 1/4 SECTION 17, TOWNSHIP 23N, RANGE 5E, WM. CITY OF RENTON, KING COUNTY, WASHINGTON 0 100 200 400 www ! SE SR | SCALE: 1”=200’ 1 | a a _- SOUTH 4TH STREET pd a ne eh i J on oe Pot a | = [EY Yo To | 3 | |<) ed cent | 7 4; a 2 le! LO | J wi | i 7 eta w “B15. @ [E. oO | - 2 w) gd yy at HB! 2 Fra a? oa ii S| i | ol a ! Es 2] 2 a BL | 1 | ‘ ©) Se | E ee: ee Le! 1 9 Be ~~ S Sepe— | o bee] S| a | 5 to! j z/ 1Q 2/4 ia i ; 2 | ee ta a i lz | a | Ro BO i a e 7) i iL? = a - 1 SOUTH FIFTH STREET an ST ix Tor ee — 2 | i me) ! na it! | a a t iz ; > Wb oT yearns | — ij | | iP a | 2 [it sae, | iH: ij; | i =a }} oP nn | | a Ai ana | : H ! ~ [Sai se | a | | I. Jobe iL Loo EJ [ | | SOUTH 6TH STREET rr | enema See - po Pr NEIGHBORHOOD DETAIL MAP — [RECENED JAN 11 2001 BUILDING DIVISION 18215 72ND AVENUE SOUTH |[ Pw | [SE 1/4 SEC 18 & SW 1/4 SEC 17, T.23N., RSE, WM.|| SHT 7 KENT, WA 98032 PAE 776/00 _| | SURVEY OO le 3 = SCALE: ; ; Size aa 0222 1" = 200 2100 124TH AVENUE NE - (425)251—-8782 FAX CHECKED BY ic SUITE 112 S Sa BELLEVUE, WA 98005 OF CIVIL ENGINEERING, LAND PLANNING, 1 SURVEYING, ENVIRONMENTAL SERVICES | | PROJECT No.: CITY OF RENTON KING COUNTY WA 3 Nerierrepeeemnnenenneemenenyg a ZONIN ls—- MAP eT }] it RF10) ow] [Aver-8l “RFI GR] PRoposeED PROVECT Bel center. 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Ww 2 31 8 a = | ; 94'-6 5 => | | : N ' 32 f 16c 17¢ ‘eo 19¢ 20c 2c } ; a ; 1 | ') 1 ° = 2 MPACTOR i 5% OM Ne J O 24 25 26 fl 27 28 29 ' w smal 34 2 < ' ui > 2 <a a ' 35 Fas = a => N 36 ' 37 38 39 40 41 42 43 44 45 [te 47 1 ka © 48 12 220 Fy 13e 105c 106¢ 22'-9 1/2" 107c 76 a 50 l4c 93c Q4c 95c 9Gc 97c¢ 98c 99c 100c 101c 102c 103c 104¢ prea r) Pe oye ps COMPACT STALL SIS (c] SIZE 7-6 x ml 13'-0" (MIN) Lo} pt bd 23 | r Ht 84 hi 5c 6c 87c fh 2% 89c 90c ae < COMPACTGR / ' ROd /) //) fl ~ |ly7 78 79 Eso at 82 Des (5) ACCESSIBLE PARKING STALLS {8x20' TYPICAL] PARKING GARAGE oe EL. 28.5 STANDARD STALL => SIZE 8'-6' x 16-0" 5 52 53 54 55 56 57 58 59 [so 61 62 63 64 65 66 iL ft 69 75 nal alii 72 val 70 3/32° = 1-0" MITHUN Architects+Designers+Planners Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98101 TEL 206 623.3344 FAX 206 623.7005 DEAN SHERMAN PROJECT: Dean Sherman Apts. LOCATION: 5th & Williams, Renton PREPARED FOR: DSI LLC KEYMAP DEVELOPMENT PLANNING CITY OF RENTON DEC 19 2000 RECEIVED NO. DATE REMSION 12/18/00 SITE PLAN APP PARTNER IN CHARGE JRB PROVECT MANAGER SMM PROJECT ARCHITECT SAW PROJECT TEAM MEMBERS JRB, SMM, SAW CHECK FB ARCHITECT SEAL ‘PARKING LEVEL 1 PROJECT NO, 99161.04 DATE 12/14/2000 PROJECT NETWORK PATH S:\1999\99161\04\A\SD\A2.0.DWG ‘SHEET NUMBER SCHEMATIC A2.0 “8s COPYRIGHT © 2000 MITHUN, INC. 4p-00-/68 32 /-OO-VS “ONT ‘NNHLIN 000% @ LHDIHAdOD 13S a NdSISaq L L “| OLLVWSHOS EON. 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