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HomeMy WebLinkAboutLUA00-085 - Large Format FND, CONC. MON. W/STEEL ROD IN CASE TV o _ _ _ $8823'37°E 300.49" ALTA / ACSM LAND TITLE SURVEY American Land Title Association / American Congress on Surveying and Mapping and National Society of Professional Surveyors g¢ - - - - - ~ - - 4 - w - - J e ' { ' i Existing i House L see2e2it jisi7---------4 317 ae 7 ot N le ae + N x ‘ ae i © 2onsrir 36"6CEDAR \ en POWER POLE’ a W/LUM., TF | z 4 q 4 a : TT we oF at ce ee WATER MTR 9 — ce \ \ of : | <= OVA 6 \ Le Me ~- - - - W- - - - - - % Re v i s i o n oy = 7a W -- - - - - ~ ! % W< c u x e u s . - TO W N OF RE N T O N RE N T O N , WA LO T S 11 - 1 7 , BL O C K 27 LEGAL DESCRIPTION ! S 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; oF ne dy ai e % *y oe 4. AL T A / A C S M LA N D TI T L E SU R V E Y By e EXCEPT THE WEST 5 FEET OF SAID LOTS CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER 9 10 20 40 WW wWwoHoy RECORDING NOS. 910203 AND 910204. SSS SCC SCALE: 1°=20’ W- - - Da t e | By |c k d . | Ap p r . | 1_ | 9 / 6 / o o | s R e | RW G | RW G | RE V I S E D CO N T O U R S AT NO R T H PR O P E R T Y LI N E . Ti t l e SURVEYOR’S NOTES No . 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 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. \ 4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE -_—— — 35 — —_ —_ © TER R / oS WATE! “NI == - Ww ky a y > 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 CONCRETE CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER WATER LINE THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN COMMITMENT. SANITARY SEWER LINE BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN’S STORM DRAINAGE LINE REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN GAS LINE CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. (OU! o- a ee 5. PROPERTY AREA = 40,276 + SQUARE FEET (0.925 + ACRES). HOG WIRE FENCE en EES TRANSFORMER ON POLE CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSH) GAS VALVE WATER VALVE (WV) FIRE HYDRANT (FH) / Ww se \ \ / [Pa 1 ° —_— ~~ w+ We e s c e e e e l (_ = ~HOGWIRE, FENCE a SSF —~— — 6. THIS PROPERTY HAS LEGAL ACCESS TO WILLIAMS AVENUE SOUTH AND SOUTH 5TH STREET, SHOWN ==> DIRECTION OF VEHICLE TRAVEL HEREON AS PUBLIC RIGHTS—OF—WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK SIGN GC) ORNAMENTAL TREE THEREOF, AS SHOWN ON THE SURVEY. TELEPHONE MANHOLE CONIFEROUS TREE J 7. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) BU R N E T T AV E N U E §S (e y ) -- W ee e ml PAINT: MARK W/AG! SU I T E 11 2 BE L L E V U E , WA 98 0 0 5 (9 : ap x X O O U s a \ Existing House NO 1 ° 2 7 ' 0 4 " E 56 0 . 0 2 " Li 8. NO BUILDINGS OR PORTIONS THEREOF ENCROACH OVER PROPERTY LINES, EASEMENTS, OR BUILDING } | SETBACK LINES UNLESS SPECIFICALLY SHOWN ON THE SURVEY DRAWING. 1 SD I , LL C 21 0 0 12 4 t h AV E N U E NE = | 9. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE i 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 H 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 ANY CEMETERIES, RUBBISH FILLS, SLOUGHS, SPRINGS, FILLED-IN WELLS, CISTERNS, OR SEEP HOLES ON THE CB_RIM=34.66 1€ 14° CMP S=32.08 Fo r PROPERTY. ) CB_RIM=34.63 IE 12" CNC S=31.63 IE 14” CMP N=31.83 IE 12” CNC E=31.85 m™ MA 12. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER A, 1999. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER OF 1999. "t g 20 ’ Sc a l e : Ho r i z o n t a l 1” Ve r t i c a l N/ A 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. BG M RW G RW G De s i g n e d Ch e c k e d Ap p r o v e d Da t e 10 / 1 5 / 9 9 Dr a w n 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. WI L L I A M AV E N U E § ce ) 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. CROSSWALK 12. DELETED BY SUPPLEMENTAL REPORT. paar 13. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PERMISSIVE USE AGREEMENT AS ae a Arn Wd CA RIM=34.24 RECORDED UNDER RECORDING NO. 9205222702, RECORDS OF KING COUNTY, WASHINGTON. (NOTED HERE) i] pAaKED FULL OF DIRT we: ° 14. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RECORD OF SURVEY AS RECORDED UNDER = WATER VALVES RECORDING NO. 19990707900019, RECORDS OF KING COUNTY, WASHINGTON. (UTILIZED IN THE PREPARATION OF THIS SURVEY) 18 2 1 5 72 N D AV E N U E SO U T H KE N T , WA 98 0 3 2 (4 2 5 ) 2 5 1 - 6 2 2 2 SU R V E Y I N G , EN V I R O N M E N T A L SE R V I C E S CI V I L EN G I N E E R I N G , LA N D PL A N N I N G , (4 2 5 ) 2 5 1 — 8 7 8 2 FA X Se ee ew eo ee a a ce me i a ee ee ce oe ee ea 1250P INE e ; P(OH) ; PO P(OH) ————____- +H! 1 "P| 24"°GORNAMENTALL x30) ) sit la n J pe ad SSMH_ RIM=35.01 DI E=28.01 SURVEYOR’S CERTIFICATION 12” DI W=28.21 iE z CNC N=30.73 (TOP PIPE) TO SDI, LLC AND FIRST AMERICAN TITLE INSURANCE COMPANY: le 8” CNC S=30.12 30 ’ THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (I) IN axe OME RiM=34.87 ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SE aE 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 (II) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF AN URBAN SURVEY. (pie LES SSS N 4q 4 4) SSMH_ RIM=35.00 IE 12” CNC E=28,.20 Ne : ~ 7 = ~ _ _NBB'26 FND. MON. W/DRILL HOLE ee IN CASE \ CB_RIM=34,17 20 St e p h e n Xr e f s : 1 le 6 CNC E=31.41 IE 6” CNC W=31.39 SSMH_RIM=35.03 - g IE 6” PVC N=31.47 = 4 IE 8" PVC S=30.21 J PACKED FULL OF DIRT IE 12" CNC W=28.10 SEP 6 29 4 30 ’ 0’ fa l oo 2 5 ae 0 Nw Se wm or IN CASE Jo b Nu m b e r 72 5 1 . Sh e e t 0654 00 (3)GAS VALVES — | 2)GIS VALVES R. WILLIAM GLASSEY, P.LS. DATE: Gomes 05-18-01 ~~ = or WASHINGTON REGISTRATION NO. 28233 nysSSSSSSSSSESSSSZZZZALLILLOLELD soni SA 00-085 Fi l e : P: \ S D S K P R O J \ 7 2 5 1 \ S U R V E Y \ 7 2 5 1 T A O 1 . D W G Da t e / T i m e : 09 / 0 6 / 2 0 0 0 08 : 2 2 Sc a l e : LUA-00-085-LLA LND-30-0211 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 LOT LINE ADJUSTMENT 400 SCALE: 1”=200’ 3 OF 3 SHT SAA -0B5 WA KING COUNTY 2100 124TH AVENUE NE SUITE 112 BELLEVUE, WA 98005 SDI, LLC = = ui pa ec z co be Ke ~ = Oo ui an st ~ = = wo ov a 2) Oo lu wn st ~ = wi (7 2 ) Oc oO ir e a > a > n CITY OF RENTON < Ee <= a >< ii 3 2 SO v - d S PWH 7251 7/6/00 1” = 200° CHECKED BY: RWG NO S 13 5 4 1 S NI V W DRAWN BY DATE SCALE: JOB NO.: PROJECT NO.: rr ee | = | HL N O s 3 oy pe “SOUTH 4TH STREET — is j 8 u x ua y d e i s OF = L 72 1 0 2 S Se : 8 0 00 0 2 / 9 0 / 6 0 se u l /a } o q a ke — .o ) a) Ld = Pa > <= Qa = N _ ir e ) N oe ) KENT, WA 98032 (425)251-6222 (425)251~8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES AN S Z A Y SA V I T I I M SOUTH FIFTH STREET NEIGHBORHOOD DETAIL MAP OM G ' E V I G L S Z Z \ A B A U N S \ 1S Z Z \ P O N I U S A S \ : d !9 1 ! 3 40 St e p h e n Xr e f s : 1 20 : 3 7 Sc a l e : Da t e / T i m e : 09 / 0 5 / 2 0 0 0 Fi l e : P: \ S D S K P R O J \ 7 2 5 1 \S U R V E Y \ 72 5 1 BL A 2 . D W G sgt IP Sttvey Conran ower —- CITY OF RENTON, KING COUNTY, WASHINGTON Bead NO. 205 b=) ane 0 20 +40 80 CITY OF RENTON zl \\ NW SURVEY CONTROL MONUMENT o/ AQ Q_/'W NO. 1140 2 4 SCALE: 1”=40' Sie ® Ss - 4TH STREET . ~ ~ $88'23'37"E 300.49" | CALC. ~ - POSITION = | 2 sors iB | | Existing H Existing ! : | — iGaragey ttiowse P| a =388'°24'21"E--115.17'~4 ' 10’ +H | PARCEL 1 in « | a7? N iss) | A —_ Vs 30° 30° ‘ ‘LL \ (ea) 1 -eh \ > a ed UE \ EASEMENTS AND RESTRICTIONS | ie a ee Lu =z ) PER FIRST AMERICAN NO. 503196-5K Ww | PARCEL 2—~ — - ¢ \oan 10. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A > 5, eos Re. \1S z PARTNERSHIP AGREEMENT DATED OCTOBER 8, 1980. NK IRS \ iT cNs we? \ 13. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PERMISSIVE i; | de | Ce » > USE AGREEMENT AS RECORDED UNDER RECORDING NO. 9205222702, RECORDS OF f—— ~ -- x - Oe KING COUNTY, WASHINGTON. (NOTED HERE) K | es ogee ee <' | ov 14. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RECORD OF = OS \ SURVEY AS RECORDED UNDER RECORDING NO. 19990707900019, RECORDS OF , “on . oe J oO KING COUNTY, WASHINGTON. (UTILIZED IN THE PREPARATION OF THIS SURVEY) Ww B oh} a OO PARCEL 3 > . = Sy a | \ ‘e] le) pa yz Existing! \ "000 Lor LUNE 2 = Fa 3) oc i rpGarage | \ To BE REMoven «= | <<!” FS j———- -- ~~ ee a oe 4 (MP icAL) ” l= — — — o | — : = a aq wz SR 2m : wrerereasere, 16.6' fio N So SURVEY NOTES E | 1 r — ff 8 Ps \ 7 i 4AN Existing + 12 — 1. HORIZONTAL DATUM IS NAD 1983/91. HELD POSITION OF CITY OF RENTON =| | iS | House fF _ = SURVEY CONTROL MONUMENT NO. 205 AND DIRECTION TO CITY OF RENTON SURVEY | 1 4 fo) CONTROL MONUMENT NO. 1140. VERTICAL DATUM IS NAVD 1988. HELD CITY OF | Lowe a & RENTON SURVEY CONTROL MONUMENT NO. 2123. ELEVATION = 45.11 FEET. — Waa ds UE _ ! 2. PROPERTY AREA = 40,276 + SQUARE FEET ( 0.925 + ACRES ). / / 3. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENTS CONDITIONS > ff EXISTING ON OCTOBER 1, 1999. ALL SURVEY CONTROL INDICATED AS "FOUND” WAS | R Ww J RECOVERED FOR THIS PROJECT IN OCTOBER OF 1999. ¥F ie 4 4. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE-SECOND ELECTRONIC TOTAL 4 STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS [SSS = = jee fe ! 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. | , ary ~ la \ 2 | Precee-------- ~~~ i ! i 19.4’+ I 1 ; ! ) | pe et 4 ‘aie 1 Renton Family ; | 30" \ Practice Clinic ! | 10 Ly " ! 1 ~ H tt 1 30" i 10'l 19.8" | | OO ee ee “| | pH ~~ a na . NEB 2604W 115.04 4 3 3) | t& _ ~ N88°26'04"W__ 300.05" CITY OF RENTON 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. \ FND. MON. W/DRILL_HOLE IN CASE c=) tS) S. 5TH STREET. expires 05/18/01 b LISSSSSSSSSSNYALLLLL LULL KENT, % WA 98032 (425)251-6222 = (425)251—-8782 FAX a FND. CONC. MON. W/STEEL ROD IN CASE FND. MON heey W/1-1/2° STEEL DISC IN CASE 18215 72ND AVENUE SOUTH > CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES DRAWN BY DATE 7/6/00 SCALE: 1” = 40 CHECKED BY: RWG 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. INDEX DATA . SE 1/4 SEC 18 & SW 1/4 SEC'4 SURVEY FOR 7,;-T:28N., R.5SE., W.M. CITY OF SDI, LLC 2100 124TH AVENUE NE SUITE 112 BELLEVUE, WA 98005 RENTON KING COUNTY 3 WA SA-PIN'RA 40 St e p h e n Xr e f s : 1 Da t e / T i m e : 09 / 0 6 / 2 0 0 0 08 : 2 7 Sc a l e : Fi l e : P: \ S D S K P R O J \ 7 2 5 1 \ S U R V E Y \ 7 2 5 1 BL A 1 . D W G EXISTING PARCELS LEGAL DESCRIPTIONS PARCEL 1: TAX LOT 723150-2465-93 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: LOT 15 IN BLOCK 27 OF TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; TAX LOT 723150-2450 EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. PARCEL 4: TAX LOT 723150—2450-01 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. 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 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. ( \ (INDEX DATA , ; : DRAWN BY RECORDING CERTIFICATE: LANE SURWETORS (CER TPIGRIES 18215 72ND AVENUE SOUTH PWH SE 1/4 SEC 18 & SW 1/4 SEC 17, T.23N., R.5E., W.M. Recording No. This mop correctly represents a survey made by me or under my KENT, WA 98032 ATE 7/6/00 SURVEY FOR Filed for record this _ doy of 200 at Greate tb caveat # with the requirements of the Survey Recording _ aE SDI. LLC M. in boo! of Surveys ot page ot the request of 2 ch 6 en reQues Pl, LLC. in July, 2000. (425)251 6222 mo 40° ' Fegan comiageieas ha 7a | - (425)251-8782 FAX — = 2100 124TH AVENUE NE ) aS BELLEVUE, WA 98008 Ob SA 00 CIVIL ENGINEERING, LAND PLANNING, . __ ‘R WILLIAM GLASSEY, PLS. DATE SURVEYING, ENVIRONMENTAL SERVICES | | PROJECT No.: CITY OF RENTON KING COUNTY WA Manager Superintendent of Records REGISTRATION NO. 28238 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 L.L.C. BY: ITS: ACKNOWLEDGMENT STATE OF WASHINGTON ss COUNTY OF KING , | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT 1S THE ( 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 !T 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 , 2000, NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT PRINTED NAME COMMISSION EXPIRES APPROVALS EXAMINED AND APPROVED THIS DAY OF , 2000. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF , 2000. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER | esananl CAN) OR Se i . SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N., RGE. 5 E., WM. ee ke g ig . me Ses i | pi PRELIMINARY GRADING AND STORM DRAINAGE PLAN OW ao iam a ‘ 1 i a az ' _ << " | i \ ' E e Oo = \ ot yt fos 1 | z Lu G Ng g P g Hy : . ~~ a 7 *9Q' . \ L ; rT ts cA ¥ : E QO o} 2 S01 2o'4e"W 559.80 2. \ £ | a <t < 2 i x ! went r & ‘ 3Sap cc I t = EX. 6° IS.SE ‘ Zz. P= t ‘ = i 0 qt 3s ‘_ ; d GSEX B" PVC f rf i , be a oC 5 1 Ue j ES 2 i fi eo ge 1) —— hue pif i za => o~ ! : ar = {Ho} (old Bi = De re Pai fo} Ss Cc : 7 = al & os : -_ Sr ‘sf sie ves “sho "3 ee ai ; SE fe 3° 2 e — : - = PLANTER BLANTER [ a _ a doe te Pe 3 —! O } | ‘_| |__PLANTER [ PLANTER | = PLANTER = = Th ' ; | CH T ; ; en SF PLANTER. NN) cw i | | : 1 Da Se Dal 1 iN +4 Mange: = ma : = = | aa - Es = ine ae MERE RS rrr oO = ro oy antes i | tt : : | ] i - S = i # ELEVATED \ | pee ! | PLANTER : BUILDING SPRINKLER ‘ 3 (YP) ROOM ON BASEMENT | ; PARKING LEVEL z | a ' - | ; T BLDG D fF tl = : a ! | BLDG C BLDG B | » BLDGA} 5 8 Ww ! ; FF. EL=38.5 1 , FF. EL=38.5 FF. EL=38.5 # EE ELa38.5 i i i & a } : = aA ] g : a o ' or | | a77 gms ty | iP of | ES 1z I ED oo Re 5 x t | i ic - ox a 3 x" Ie II ! X= FIO & < : k- | — # % 9 3 rT Fpcced 5 en one & 2 oe toe ok, i Renton Family Practice Clinic | pO a e ve" hye i! 4 ¥ 2 = i 12 i | 2 ‘ r | i eo ° i iI uw l ES a pl 6” ROOF DRAIN LINES ? a iI Leff s ZI - ATTACHED TO PT SLAB/CEILING i | EG) io & a I \ ‘ i ; 5 ‘| <p | | OF BASEMENT PARKING (TYP) | : an LG 3 8 i | : _ mn —— 1 aaa PROPOSED TYPE 1) I 4 3 2 2 oe | oT fea eer cee A hes ct caren BSN N L- UOEEX, FIRE HYDRANT E 7 Cee ree | E | PLANTER | ik veanan ane | ! | 2 = L ; 1 wo am ' > | ; pf a: : a S [ 50" PLANTER : Ni naclae wt B | / ; 3 e “~ ae “s —~ 3 a fal oe 4 a _ = _ mM N 5 38 = 2 A ~ a - 3! N * | & | as ~- é i &S ' a 50" | ‘BL. ‘e 5 ' x = ' | [ve} y PROPOSED TYPE 1 | PROPOSED TYPE 1 sie ! CATCH BASIN | CATCH BASIN = eel ‘ & 3 2) Sus ‘ ; IE c 85 66° . wl! aes l ‘ “ve ! % 3) Q g/25% TO BE REMOVED ° a8 ' | ; i ; “ i i ! ! I ! i 3 = i i ; | e | T | i 7 | se " ; | r c a / Se - ; ary | | ! ro 5m) M I Ws (=) | I a J ! ! fl | | “ 2 | | ! / | I | i i a1 I x _ lelels. Ace THE! mq | i: g & Zig i —>\1 AT yt _ poe NS \ Eid a) > im ‘ ! | yr 3 c mor ae , ZEN 3 2 g |e g ig a — — = Vj Wi i 2 18 |€ |e [2 ATNI LI _ AA 7) E a 18 18 |& |& TN N “> AN a wo id ~ | ~ \ A PN YDL- £ [aa \ | fam) if le Va ‘\ EET INDEX LID , a EXISTING LEGEND SH E V L/JL-* % = OK LUMINARE (LUM) et 4) CONCRETE 1 OF 3. PRELIMINARY GRADING AND a uw “O ——-POWER POLE “—~ STORM DRAINAGE. PLAN & . Ee TF TRANSFORMER ON POLE St cae UNE 1 5 a o © a CATCH BASIN oy STORM DRAINAGE. LINE 2 OF 3 PRELIMINARY WATER PLAN EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA = STORM MANHOLE (SDMH GAS LINE Pe 7 CC) sarary Sewer MANHOLE (S54) Kus) TELEPHONE_ UNDERGROUND SHOP 3 PRELIMINARY SEWER! RUAN 6,236 SF ROOFTOP 22,065 SF ROOFTOP & 2 x 7 PRO) oie Digs 10,077 SF PAVED PARKING LOT 7,521 SF CONCRETE WALK 2 P<] GAS VALVE HOG WIR 1,000 SF CONCRETE WALK 8,407 SF PLANTER AREAS = GQ Beart DIRECTION OF EHKGCE TRAVEL 22,963 SF GRASS 2,283 SF PAVED ALLEY* © G2 WATER METER ORNAMENTAL TREE LEGAL DESCRIPTION 40,276 SF ONSITE TOTAL 40,276 SF ONSITE TOTAL Ss oO SIN TELEPHONE. MANHOLE CONIFEROUS TREE Qioo = 0.69 CFs Qi00 = 0.79 crs a Sy LOTS 11 THROUGH 17 IN BLOCK 27 OF TOWN OF RENTON, RENTON 3 PROPOSED ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 100YR INCREASE IN RUNOFF= 0.79 CFS — 0.69 CFS = 0.10 CFS 3 cower yy, iid 3) Blanc & ; , LESS THAN 0.5 CFS THRESHOLD, THEREFORE, SR WY s STORM SEWER DECORATIVE CONCRETE. WALK 135, IN KING COUNTY, WASHINGTON; E, NO DETENTION IS REQUIRED ay i re PL ye a *IMPERVIOUS AREA SUBJECT TO VEHICULAR TRAVEL < 5000 SF THRESHOLD [* 1 ce (\ a) Ka | NT (FH : 2 > FRE HDR ASPHALT PAVING BAe tiOees EY BEDS RETORDED CNUE® RacORDING WATER QUALITY TREATMENT ALSO LESS THAN THE EXISTING PARKING LOT - _ : —— ef z THEREFORE, NO WATER QUALITY TREATMENT IS REQUIRED a: VICINITY MAP == zS) 6 we swer tne J NOS. 910203 AND 910204. = @ ve) li 3 —— , CITY OF RENTON al er = DEPARTMENT OF PUBLIC WORKS s 2100 124TH AVENUE NE SEE =ING SUITE 112 EVEL : BELGE, Was PRELIMINARY GRADING AND O (425) 641-3939 oO 8 a CONTACT: BILL SHERMAN STORM DRAINAGE PLAN JUN : Renton Multi-family a 5 ENGINEER: DESIGNED MTS REG Mi 5/24/00 z - 18215 72ND AVENUE SOUTH cam IS S400 LENO. 2 S (425)251-6222 CHECKED RJA ss | scaLe AS NOTED FIELD BOOK PAGE __ Lu z Zz [EXPIRES 2 2 02 (425)251 —8782 FAX AREROVED: DIRECTOR OF PUBLIC WORKS suet 1 OF _ 3 o B C E . JO B N O . 72 5 1 Ki | SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N,, RGE. 5 E, WM. e | & Y & ™ Y = ( l ' leet om : : . ane i \ i. N / / oO. H = : : \ -— EX. FIR © 12 c ' ABANDONED a. Ls; (a i : ' 6 \ s Ft. | Hee a i i 4 i 6” DI FIRE y——4” 1D1 DOMESTIC oo = J i SPRINKLER ' ~ Wl UNE | i bu - I 8 SIT t T(UG) TUG) TUG) i 8 7 € —T(UG} k T(UG) EX 4 R ' << Lu s L ; (UG) 4 (UG) t—T(UG T(UG 7(uGt PARKING —1(1JG). - ' = wz 4 ge FF > Os S ; i . -—+T(UG 4 —_ 3 ! sscenn © " v ore — Lug) = Cs Z He —ps i i ! \ > i = ! 50" | Pip ye ef ° iS "sors > a “El co ce er Ei ae a = - camara *2B'46"W °349.98"> Coa ef 8 pia | epg] Pe HD : i ew 8 iieiialeea [planter a ace — ae ad a . <f Cc c { ' | eT : PLANTER |F—PLANTER : | PLANTER TA te = Zz Be Ss ; 7 : ala freer PLANTER /OX~ Sh, ; Fregeeeg 1 ? od bendoordaad = ( s| 2 ‘ | | | feat! ly 5 i vf ~ ae Jone geil el beg 5 LW t as ] sll. \ 4 tC i ! BUILDING SPRINKLER ~ | t ; ROOM ON BASEMENT =f ' t | : PARKING LEVEL -~ ! Ne 1 ; i pee : fF. wT r. | Ly : Cicer | Lu = wl | BLDG B : | ; ; ! BLDG A ' | c F r uu i i t | 2 i ' ried | aA roo | & _ — oP i ATL: tans i = 20 HS | is Ns EE ' ! OR o 3 . ¢ ! : | _ ine Va Renton Family Practice Clinic | i io va g 3 o” ie TO REMAIN | a i - # & z= i & y H gfe = , 0 = ea oan | ES 2 aa Tt! | } } 6 0} ! fl ie) | a >! NN a * 2 2: : 5 ! ! B [xa] ' t a 3S ' ai ; = a= H S 50° | i= t fa | a c ' m Qa BS} i ~~ -- = rs ; rl canes a ; | <s a : & | 83 i 1 50’ g o 7 ef a ee n 5 | 38 t _ a Se 1 t Sz ' i | i fe ' | $ *e u x 2 = ad 1 Bd ' = ' ; 3 ' ! S a no i I i | Ss = -|#22 ' i a Sle 65 ! Zz A = a ‘ ad a 3 ea | 4 | fi ) | * 5 S | g ; 4 Tt | I ! ! ; i] fon 3 i ! i ' | 5 ' | 1 o>b AT oN Tae | 7 | H 1 -_f—N t I i- 7] Le i | Qo } S&S ! | TINAVATN I my i Com N ITT SNA & | ' ‘ ljiINZVV EN V1 | PNELIN 1 NZEN = eleisis] } \ NI 4 iD A rN 4 oe = Fpe ee) F VL. ly I NN 15 oP el S 6 |é6 la 1¢ t | 1 w £2 |g |g |e |} is 1 | t | x | 1 I | | (=) | a ! | ' ! fa ; ao ' 1 i ; a ! ! g ! (aa: i i vf “ 1 | } Lb fy ray ; | ig * H 50’ ' l ! ea ‘ I ; 2 ~ Jt —- | | s ee oe oe ee . 7 -— | a = b= / : BU ~ : Tr en Wn a ae W---- /\.----~- ee X. 6” WATER Le . , ES NNER bo ae ae . BU RNETT AVENUE §. : Va \ ponent Sa Wrenn smmwenessy Wow mm mama a W----~~ 2-8 Wien mene ee. Wawconeeeese ou W i= \ | EYISTING LEG E N D i EE om W fe ~ _ XX LUMNARE (LUM) WATER KEYNOTES & ~ ~<* POWER POLE [Pb 2a CONCRETE REMOVE 400 LF 4” WATER MAIN AND REPLACE W/ 400 LF 12” DUCTILE IRON WATER MAIN, CITY 3 TF TRANSFORMER ON POLE : =” One eye Ne LA TO PAY COST DIFFERENCE FOR PIPE MATERIALS FOR OVERSIZING FROM 8” TO A 12” LINE. _ NO1"27'04"E 560.02" _ a > C] eaten easiv (ca) Sob NaaUEE ihe RECONNECT WATER SERVICES ON EAST SIDE OF WILLIAMS AVENUE SOUTH. =f 7 " Le) = a STORM MANHOLE (SHH Tua) Oe PHONE UNDERGROUND UN ABANDON EXISTING DOMESTIC WATER SERVICE (5 TOTAL). a > C) _ SANTARY SEWER MANHOLE (SSMH) ON GARE VERIO aw os wwe ———— El WO WRE FENCE ZA\ EXISTING FIRE HYDRANT TO REMAIN. ———- CITY OF RENTON Da me) => DIRECTION OF VEHICLE TRAVEL AN EXISTING FIRE HYDRANT TO BE REPLACED WITH NEW HYDRANT. SDI, LLC DEPARTMENT OF PUBLIC WORKS a WATER NETER “ a ORNAMENTAL TREE A 2100 124TH AVENUE NE < NEW FIRE HYDRANT. SUITE 112 A, SIGN : Xe CONIFEROUS TREE BELLEVUE, WA 98005 PRELIMINARY WATER PLAN © TELEPHONE MAHOU . NEW 6” DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND BACKFLOW PREVENTION DEVICE INSIDE (425) 641-3939 STEET LEVEL PROPOSED Z\ BUILDING SPRINKLER ROOM WITH POST INDICATOR VALVE (PIV) AND FIRE DEPARTMENT CONNECTION CONTACT: BILL SHERMAN - . ae (FDC) OUTSIDE BUILDING. Renton, Multi-family weec—swe STORM SEWER DECORATIVE CONCRETE WALK ENGINEER: DESIGNED MTS. 5/24/00 @ FIRE HYDRANT (FH) a iN NEW 3” COMPOUND METER WITH VAULT, BYPASS AND POST INDICATOR VALVE AND BACKFLOW 18215 72ND AVENUE SCUTH DRAWN MIS. == ONE ee FRE NG = 3 | ASPHALT PAVING PREVENTION DEVICE FOR DOMESTIC WATER SERVICE. KENT. WA 98032 2 S are D A ( 425) 951-8022 CHECKED RJA scaLeE AS NOTED FIELD BOOK PAGE ___ Se ee SAWCUT UNE yy, ZN EXISTING DOMESTIC WATER SERVICE TO BE USED FOR IRRIGATION WATER SERVICE. ~ 6 Zz EXPIRES 2/5/02 z ‘eS ! (425)251 —8782 FAX BEPROVED DIRECTOR OF PUBLIC WORKS sHEET._ 2 OF_ 3 S A - 0 0 - 0 8 5 SA-00-O085 ; | | Flot | ok SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N., RGE. 5 E., WM. my —| LL is | uly Hh ta k UNDERGROUND PARKING L W]e 1 288 le N EX. SSMH_ RIM=35.01 5s 228 iB WW IE 12”) Dl E=28.21 A) iE 12" Dl W=28.21 Y”) | IE 8" CNC N=30.73 (TOP PIPE) | 7 IE 8" CNC S=30.12 LW ees ae o| <i a - _- / oj} oa - | 2 nw EX SSMH RIM=35.00 = (o) - IE Le ae eae f ‘ IE 12” CN '=28.10 Lo = 4 ABANDONED = WZ Zé Gl ' : i 1 = t So it o + a _ _ ' EX, SSMH Nee : oO a f| = = IE 8" PVC S=32.20 | 6 % > Oo —— == — S01°29'46"°W 559.80" ° ar oO 5 WHITE STRIPE we 1 ts i = na 2 { T(UG) auf 7 G H : ied soe VY ; P= a se : - ra ar anes :: ein ca a X. SSMH_R[M=35.03 : | Otob'aerw-"sis ders od IE 8” PVC N=29.95 3 <q > cep ae “fp _ ee PS IE 8” PVC 050.21 S t : on aa ‘ zO | | Baw (eee ais S a woe WA oN = 9 2 fou. ‘ire ae eC ae im ae a RAMP in sy i GN a Q) ! a8 —t 1 Oo. 2 1 | ; an i > é - SL FIRE SPRINKLER 24) i Existing || ROOM (SEE WATER PLAN) | ey] TO REMAIN G i | =] . i i . 1 k : wi a ' QA l 4c 2 1 | | té: < 3 g ! kK au 19 128 r | s > |? a fx, ' | 1S ry | ay z ° 168 2 ; Ww . | | (OF & 5 ' . : . = Ss lu 5) | Renton Family Practice Clinic OE mie 2 = oc Ey i TO REMAIN [i et 5 { feed 1! . BE Efi 3 book | | of , i: OM 3 i | | -| | Ae) fol‘ | 2 PROPOSED BUILDING ~~. i | wz SN aac e) os | | oe Saal | eer ih io Fl k 3 [as) 1 2 | & a fe ok | | LH ; Le+- | 2 shal & i vw Existing [8 = 2 t | { Garage I . a wa TO REMAIN| ® oe 8s Pe eRe =e — a: a | 3 » . = ~ - _ 2 5 | 3 ie 2 ~ ~ a o 3. ' N i 32 ! 8 ~- x ag B | 50’ | | a. 4 E ~ 3 x ! t 3 t : | = ir 23 Ei : & 5 5828 ay " 2 2/788 % Q Z)252 i | 3 aO8 1 | ! 8 . "GA 1 ( 2 gj t ! = / 1 4 ~ c = Ne a ad H | | 2 | 3 | | 5 6 | . 0 7 1 { i QoQ ' f 1 S “Rl AT I aia ic > ejelsis| er er a > a le 3 ls TT FNVAIN I rN Lom N ITT rN I “ ble iz (fi | VAVVEN Wy PNELIN]E WIN e a | 18 |é {8 4 } 1 oN LF NI A | TD) A FX ; Ame | i a | VLE. La! I 7 NND OL nee ; s a ! | | ) : ft ' I | : ~~ 4 ‘ ! | a ul i ! t : a ; g| | | | ! } ! ! iv z a 1 I \ | ; 5 es: < + ! S yt! Ss a ! l ' < H ! i | | Ze 50" = | ! i a | i 1 oe a | | | | = — ~~ 2 | £ ~- ~~ s | odeodeeclowe OT i - g aoe ee a _-— 2 W ./* in Wa---~-=-------- W--------------- Warwecewce ee a W------------- Ww € NIE ISS Wenn nn nn nnn Wow nnn nn nna Wen eee ye ee ind — Wore ence nnn cnn Wanna anne ne Wann eee een eee nee ee ene W | 8 ee W--~----~~----2- We----------- we a | yo BURRNETT AVENUE § Hacc Worencennen ae ee ‘ 6 = = _ _ _ _ - : ws S = ra SANITARY SEWER KEYNOTES: ~ ~ p= in f —— CITY OF RENTON? rs VAN FLOOR DRAIN FOR BASEMENT LEVEL PARKING AREA. TIGHTLINE TO GREASE TRAP WITH 4” DUCTILE IRON PIPE AS SHOWN. SDI LLC DEPARTMENT OF BUBLIC WORKS ~ 2100 124TH AVENUE NE VN GREASE TRAP VAULT BY UTILITY VAULT COMPANY. SUITE 112 PRELIMIN . ZA\ PRIVATE GRINDER PUMP WITH 2” PRESSURE DISCHARGE PIPE CONNECTING TO EXISTING 6” SIDE SEWER AS SHOWN (425) 641-5030 NDERONOUND b TONG Le ran 2] ZX EXISTING SIDE SEWER TO REMAIN AND BE USED FOR BASEMENT PARKING DISCHARGE FROM GRINDER PUMP. / CONTACT: BILL SHERMAN Renton Multi—family G LEVEL m ENGINEER: O EXISTING SIDE SEWER TO REMAIN AND BE USED FOR CONNECTION TO NEW BUILDING SEWER DISCHARGE (3 TOTAL) DESIGNED _ MTS. . AN PROVIDE CLEANOUT 5 FEET FROM BUILDING STRUCTURE. 18215 72ND AVENUE SOUH rr 5/24/00 |FLENO, -) z S Gane. too CHECKED RJA _ |scAte AS NOTED |FIELD Book PAGE LW q i | Ss (EXPIRES 3/5/02] Geet 5: ~ | | (425)251-8782 FAX APPROVED DIRECTOR OF PUBLIC WORKS steer OO oO fan) / _ J/- _ _ _ _ _ 388'23'37"E_ 300.49" CALC. - 7 7 POSITION Fi i 7 } | fi pumn= = ALTA J ACSM LAND TITLE SURVEY American Land Title Association / American Congress on Surveying and Mapping Ls and /\, National Society of Professional Surveyors 2 Existing House a t i -+——, ao eS Oe ee me ce ee ape wc < , 8 i a fe S88°24°21"E 415 Ty wt i Re v i s i o n Ap p r . 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; — 0 1 20 40 EXCEPT THE WEST 5 FEET OF SAID LOTS CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. + Q SCALE: 1°=20’ TR E E IN V E N T O R Y PL A Y Ag on e eo s We n a na n a n &, cn a Ti t l e No . | Da t e | By | Ck d . 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 SSMH_RIM=37.20 TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING IN 1997. te BEE cuee ee 2. THIS DRAWING MEETS THE NATIONAL MAP STANDARDS FOR A ONE-FOOT CONTOUR INTERVAL AND DRAWING soe. SCALE OF 1” = 20°. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. Dn a ig e n 7 3. 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. \ 4. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE ‘6 . Le e . Wa g , k y t, ! ! t i] ' i 1 ! ! er e s re s te ca l (a p n cn c i= ] ge ae | INSURANCE COMPANY COMMITMENT NO. 503196—5K, DATED SEPTEMBER 14, 1999 AND ASPHALT SUPPLEMENTAL REPORT DATED SEPTEMBER 21, 1999. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONCRETE CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER WATER LINE THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN COMMITMENT. SANITARY SEWER LINE BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN’S = STORM DRAINAGE LINE REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN GAS LINE CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. ( LUMINAIRE (LUM.) . E G E N D POWER POLE TRANSFORMER ON POLE CATCH BASIN. (CB) STORM MANHOLE (SDMH) SANITARY SEWER HANHOLE (SSMH) GAS VALVE 2 TELEPHONE UNDERGROUND va ——P(oH)— : TY = 40,276 sree OEE PCH} BONER ORES 5. PROPERTY AREA = 40,276 § SQUARE FEET ( 0.925 N ACRES) FIRE HYDRANT (FH) : ———— 0 —_ HOG WIRE FENCE WATER METER SIGN _1| HOUR q © ia l 9 oa ic ) “S y > 80 " 6. THIS PROPERTY HAS LEGAL ACCESS TO WILLIAMS AVENUE SOUTH AND SOUTH 5TH STREET, SHOWN DIRECTION OF VEHICLE TRAVEL HEREON AS PUBLIC RIGHTS—OF—WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. SIGN TELEPHONE MANHOLE © ORNAMENTAL TREE Xt CONIFEROUS TREE 7. BUILDING: LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT:POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) BU R N E T T AV E N U E § (o y ) & -W ie l a t a i a i i e i a t e : ’ ta h | Re t e ee e $0 1 ° 2 9 ° 4 6 " W ~ 55 9 1 PAINT MARK SU I T E 11 2 LL E V U E , WA 98 0 0 5 a BO X WO O L +> Existing House NO 1 ° 2 7 ' 0 4 " E 56 0 . 0 2 " “E a g s t ‘ fl | E ’ 8. NO BUILDINGS OR PORTIONS THEREOF ENCROACH OVER PROPERTY LINES, EASEMENTS, OR BUILDING ° Ny } ee ; ge ga _ SETBACK. LINES. UNLESS SPECIFICAL’Y SHOWN ON THE SURVEY BRAWING. q = : 9. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE t E SD I , LL C 21 0 0 12 4 t h AV E N U E NE B GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES. ane ie 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 ANY CEMETERIES, RUBBISH FILLS, SLOUGHS, SPRINGS, FILLED—IN WELLS, CISTERNS, OR SEEP HOLES ON THE \ S h- Siem 9 Fs t PO H ) , i CB_RIM=34.66, i 1E 14° CMP S=32.08 Fo r PROPERTY. ) CB _RIM=34.63 1E 12° CNC S=31.63 ™ IE 14° CMP N=31.83 IE 12” CNC £=31.85 rw LA . 12. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON OCTOBER 1, ve ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER OF 13. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 20 ° Ve r t i c a l N/ A " Se a l e Ho r i z o n t a t 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. %, % re n b i a a n e ee e ee e RE AS ea e 25 -- W- - - - - - + BG M RW G RW G - De s i g n e d Dr a w n Ch e c k e d Ap p r o v e d Da t e 10 / 1 5 / 9 9 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. WI L L I A M AV E N U E § ce ) 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. CROSSWALK 12. DELETED BY SUPPLEMENTAL REPORT. SIGN ep ‘RI<3#04 13. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PERMISSIVE USE AGREEMENT AS 1/2. SIZE, GRATE __RECORDED UNDER RECORDING NO. 9205222702, RECORDS OF KING COUNTY, WASHINGTON. (NOTED HERE) RACKED FULL OF DIRT” 14. THIS PROPERTY IS SUBJECT 70 THE TERMS AND CONDITIONS OF A RECORD OF SURVEY AS RECORDED,.UND WATER VALVES RECORDING NO. 1999070790C019, RECORDS OF KING COUNTY, WASHINGTON. (UTILIZED IN THE _ PREPARATION OF THIS SURVEY) C Wo 3 - - - - - ~ ~ - - - - W- - - 4 - - - - - - - - - ye e a = a 1o) vp) uu D> a = =< a z= N hw w N foe) KE N T , WA 98 0 3 2 (4 2 5 ) 2 5 1 - 6 2 2 2 (4 2 5 ) 2 5 1 - 8 7 8 2 FA X CI V I L EN G I N E E R I N G , LA N D PL A N N I N G , SU R V E Y I N G , EN V I R O N M E N T A L SE R V I C E S Po) POH) 24” 6ORNAMENTALE x3p.51 24" 2ORNAMENTAL 2) a 2, — “NES 25S W 15.04 a tg (SIDEWALK ge at 3 a Lean aE 2 gue s 48 gt { vy aru 64,09: 7 7. an SEMEL A= 36.01 SURVEYOR’S CERTIFICATION 1E 12” Di W=28.21 1E 8” CNC N=30.73 (TOP PIPE) TO SDI, LLC AND FIRST AMERICAN TITLE INSURANCE COMPANY: IE 8" CNC S=30.12 30 ’ THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (I) IN $ SMH RIM=34.87 ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE FULL OF WATER - 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 (II) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF AN URBAN SURVEY. sg eee 1E 12° CNC E=28.20 1€ 12” CNC W=28.10 \ is Kc - _ _ % FND. MON. W/DRILL HOLE aS IN CASE CB RIM=34.17 =2 7 0 Br i a n m Xr e f s : 1 14 : 2 6 Sc a l e : l—E 6 CNC E=31.41 IE 6" CNC W=31.39 _ ~~ IE 6" PVC N=31.47 MH RIM=35.03 : FND. MON o W/1-1/2° STEEL DISC IN CASE Qn 2)GAS VALVES VA 8 OT a te 200 (3)GAS VALVES -— | R. WILLIAM GLASSEY, P.L.S. \ DATE: 77 -~ 34.73 GW WASHINGTON REGISTRATION NO. 28238 30 ’ IE 8" PVC N=29.95 IE 8” PVC S=30.21 PACKED FULL OF DIRT 30 ’ Jo b Nu m b e r 72 5 1 Sh e e t of KexpiReS O5S— 18-01 JE WRI Fl e : P: \ S D S K P R O J \ 7 2 5 1 \ S U R V E Y \ 7 2 5 1 T A O 1 . D W G Da t e / T i m e : 10 / 1 8 / 1 9 9 9 SITE ANALYSIS Total Site Area - 40.276 S.F. EXISTING CONDITIONS Existing building areas Clinic - 4660 SF Garage - 500 SF House - 1080 SF Existing Impervious Areas [Excluding Structures! Paving - 10983 SF LOT COVERAGE Existing Building - 4660 SF Proposed Building - 18600 SF Total Coverage - 23260 SF Total Lot Coverage - 58% LANDSCAPING Elevated Courtyards - 10000 SF Existing at Clinic - 2515 SF ; Proposed Ground Landscaping - 160 SF Total Landscaping -13675 sf 1 Density 67 units/ 92 acres = 72.8 units per acre i | | | BUILDING ANALYSIS BUILDING HEIGHT - Allowed by zoning - 95 FT Proposed building height ~ 50 FT Setbacks Required - front setback to be 10' for first 25° of building height and 15° for portions over 25°. No side or rear setbacks required. proposed - front setback proposed to be 12' for the first 25' of building height and 16° thereafter. North side - 7'; Alley side - building a {30}. building b.c & d {36}, South side - 10° to assumed property line. PARKING REQUIREMENTS Commercial Parking Joint use of up to 20% of the required parking for two or more uses shall be permitted subject to granting of a modification per RMC 4-9-2500, and the general decision criteria of RMC 4-9-250D2. Adjacent parking requirement is 4600s8f /200 223 spaces [1 accessible space req'd per Ord. 3988) Apartment Parking 47 one bedroom and studio units. 47x1.2 per unit = 56 spaces required 20 two bedroom units. 20x1.6 per unit » 32 spaces required Total parking required - 88 spaces (4 accessible spaces req'd per Ord. 3988) | Proposed Parking } Gerage parking - 44 standard (16 x 8'-6'] spaces, 44 compact {13' x 7'°6'] spaces and 4 {20° x 8] accessible spaces provided. A 20' X 16° Van accessible space is proposed af grade along the alley. BUILDING AREAS Parking Garage [S-3 accupanc Type I parking garage area - 26554 sf Residential Area [R-1 Occupanc' Level 1 - 18570 af Level 2 - 18600 of Level 3 - 18090 sf Level 4 - 16920 sf Type IV area - 72180 of See plan for building separation. OPEN COMMON SPACE Required Landscaped Common Open Space 67 units © 50 af. each = 3350 of. Provided Landscaped Common Open Space 2200 sf. provided at the west side of the building adjacent to the alley. 1200 sf. provided at the south side of the building adjacent to the medical building. IMPERVIOUS AREAS Existing Impervious to remain Clinic - 4660 SF Paving - 1110 SF Total - 5770 SF Proposed Impervious Surfaces Apartments - 17410 SF Elevated Courtyards - 10000 SF Alley width proposed - 1750 SF Surface Drives - 1450 SF Total - 30610 SF Total_Impervious Area - 36380 SF 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 ea e i | | | | | PREPARED FOR: | DSI LLC —15' WIDE ACCESS TO 5TH STREET eT aaa i el : oe at = acta ne To 4 SCREENED ENCLOSURE _ - 7 _ _ _ _ _ _2 _ 422. _ _ _ _ - _ _ _ _ _ _ _ ALLEY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ : UMPSTERS ; al} ; ® PUBLIC RIGHT OF WAY (2) () VAN] ACCESSIBLE el. SHV! 2 Not , ” , eee (10° WIDE) ee renee enn iE DEDICATED-TO el. 37.34" a _ a STALL x _ a) 2825 E 349.94 / | ax tS ehagees ens oe pee PO 5 CITY OF RENTON AS ee fe 5 ° RETAINING STEPS TO BBQ PRIVACY TO ALLEY BUILT IN BENCHES W/ ro) a PUBLIC RIGHT OF WA ~.-STEPS TO x WALL fe / eee / AND NEIGHBORS LANDSCAPE in | RY = ° 5 tert (aaliva / a | Vi CZ o Ye (+§+0+) Beh + (+ WEEE +0 +04 0+ ea 4 f+ f+ +tA+ f+ + f+ Y+ ) + f+ f+(+ + ()+ tilde S at a - x y LA EXISTING = SCREENED P 15% RAMP DOWN|TO PARKING WELL 4 °. ° yy fo) Vv Pp exisrine E DUMPSTER 5 x‘ ie Y 4 ENCLOSURE = OPEN| COMMON SPACE I: e g DRANT a SN => LANDSCAPED | couRITYAR 7 y ve J WITH ELEVATE PAVERS LY. qq iy \ | 4 —— | amp ote lame | omnis = —) oe te] SS a4 — | —_ v Tv 1 eae ao | é ome fm i v + bel] i TT IT (OA a ‘ o LL. in A av 3 a 4 oO \. fl i na | \_ iu : ti OPEN COMMON SPACE SCREENED BALCONY on 4 WALL W/ RAISED OUTLINE S : PRIVATE PATIO GATE PLANTER For ABOVE ‘ PRIVACY TYP. fo) | ns rer a : a on > § Co a x <1 [|@& MAIN ACCESS FROM ft | 4 ee) = bas) BUILDING 8 Qa, “ Ke] N ; 7 -p <x. fed ) Y EXISTING/ 4 an Aff lo of MEDICAL canopy ———|{) —b : On \ LLL AS?) i Lt Ye | =e N_| 4 z= Sg | fa 7 PROPOSED 67 UNIT sha = a eRT | 7 Wy | [| + 22a APARTMENT BUILDING St a \ ] TOP OF CONC. DECK - EL. 385° @ 3 WHouse 6/21/00 SITE PLAN APP ' f = Lo N ft 4 er ~ i + A v7 4 F = i= a 4 = fi 2 J u Ty N i B) sk H SX SPARE 4 9 if les = / (nS BUILDING ~— ‘s One W/ & me woe i ABOVE ie) , "8 i = wT Z = ee ~ a PROJECT MANAGER ! | EA EN @ Ny . SMM <E k -—-] ry i el 4 r ey eae ia wey & ‘ PROJECT ARCHITECT i = a SHEER ELEVATED PAVERS ro] LMM u vvvvvvPVVV v7 ES A (eL a4’ i PROECT TEAM MENGERS 1 v4 LS JRB, SMM, LMM i L aa RSE |) as l | z + i ae a t+ ; a i FB i RAMP DGWN TO GRADE | T° roo" im ined a [ oar -]96.00 97.00" “6. a. 37hF on I-STEPS <TO AROHTECT SEAL ! peal — Lc —o | SIDEWALK : DL Xe / \ / \ 244'-0 1/4" oS 2 eal ‘ > \ ° 8.0" a s YY \exISTING \ERISTING CURB \—exISTING f _ LIGHT POLE AND GUTTER LIGHT POLE : cp coN i ~ oe es re —_ : : oo anu inaia hi « Kes BA! 42' ROADWAY/60" ROW. 1 i S01°29°46"W 559.80 | ) SITE PLAN S I T E Pp LA N PRO.ECT NO. 7 99161.00 1" = 10'-0° ; DATE 8/28/2000 PROJECT NETWORK PATH ‘SHEET NUMBER SCHEMATIC DESIGN a SET COPYRIGHT © 2000 MITHUN, INC. 5A-00-085 NOT FOR CONSTRUCTION MITHUN Architects+Designers+Planners Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98101 TEL 206 623.3344 FAX 206 623.7005 DEAN SHERMAN { 16'-10° | 25'-6" | 17'-0° 25'-6" | 25'-6° 25'-6" | 25'-6" 25'-6" 95'-6" | 22'-6" : 16-7" | slo 24'-3 | | | : | | | | PROJECT: PROPERTY LINE | | __ | _ i __ __ | _ _ t_ _ ae _ ft _ _ LZ | | | Dean Sherman Apts. ~ | T | | ] ~~ 77 LOCATION: ; 5th & Williams, Renton ! po PREPARED FOR: | con i: | DSI LLC S 3 RAMP UP TO ALLEY || ™ = 6 6 15% Stor is 1 | i | \ i I _ _ _ - - . = =a as = = L = = = - i - | ~ = ti = ee = = be -_ - - - - - J - - - ur - - - 7 a “s ~ - 2 : s . a Wc} 2c} 3(c] | Alc} 5{c} 6lc} alc] Qc} 10{c] tHe] 12(c} 13(c] 14le) | 15{c} 16lc] 17|c) r mid i | | | 1 | | I | i} z I i} @ l Xl) om S i ' . (4) ACCESSIBLE | : : | ce PARKING STALLS in ie s (8'x20' TYPICAL] fl \ \ i | I 8 i ! ~ /| > = 20 | COMPACT STALL is 1 8 | ! ! (c) SIZE 7-6" x = . 13'-0" (MIN) ° co | i} | i i I | | 1 194 - - - : 7 ; ; : : ; ; : __ peel | 55lc)_ | 56 lc) A | 58lc) | 59(c}_ 5 7 tlc) 62{(c} __4 el | 64lc) | 65Ic} _ mg 06lc) _| 7c) | 68lc)_ yl! ; 70Ic) | Tile) A - ; - ; r 5 a iF : : / | TISTAIR #2 fj cea pene ray < @ ELEV. | ; ROOM oT an —. By | It COMPACTORL== 1 s R OM i 1 ET © } ~~ 1 BLEV LOBBY co) sf) —— | x | — n ELEC. ROOM : a a 122 5 Wy —— = =F io [88 87 ; 85 84 ' 82 81 (79 78 [76 75 Ne 73 | 72 ee ee es | ee 7 ( a I l l | 1 I | T | io | f f | iG zo | uw) \ j \ ! ! B ' 129 NO. DATE REVISION om < 6/21/00 SITE PLAN APP i 20'-0" | z és 2 cS , | in wo | | x I 1 I i I = I 194 I 53lc => o — STANDARD STALL = , 16'-0 ; j 1 ! | l SIZE 8-6" x 16-0" | } ! io R | 16-0" 52\c) | ft | a | es |r _—fg4o — lan. laa - yea -— lao ar fico .__[s9 _-__loa___s7_-_[s¢.____ los __ |33_-___ [39 __ fst. a0 | 120 zai} 274}. 26}. - ee | ee ee | 51(c) 50\(c} 4-9(c} PARTNER IN CHARGE ; JRB . . 7'-6 7'-6 7-6 9 PROJECT MANAGER 2 19° Hs etter tae ae © 7-6 7.6! 7-6 | SMM + 2 | 4 | PROKEGT ARCHITECT \! nn L ---4-5 pools ---—-h ee en po po-n4 LMM ae aa inte | | | H | } \ | PROECT TEAM MEMBERS r Mi | | romans JRB, SMM, LMM = —— == = = =o == —— —— =—— - a == a == == : == == == == —— L _——_— ———_ ee oe — a i} _ _ CHECK fl | | ! | { | I I | FB | 60 f I l | | I 1 | fl fl j ARCHITECT SEAL TME PARKING LEVEL 1 X X PARKING LEVEL / PROJECT NO. 99161.00 1/8" = 1-0" aa 8/28/2000 PROJECT NETWORK PATH $:\1999\99161\00\A2.0.DWG ‘SHEET NUMBER: SCHEMATIC 2 DESIGN LJ SET COPYRIGHT © 2000 MITHUN, INC. NOT FOR CONSTRUCTION SA- 00-085 ALLEY MEDICAL BUILDING “(10° WIDE) _ . 37.41 16 - 0 " if SLOPE DOWN TO PARKING GARAGE AR E A SE P A R A T I O N WA L L é fh A. ra d s t 4 1 | [ oe om »o o - + 4 wa t t Pi d | | | | f RA T I O N | if | | | | | i] 4 AR E A SE P . i { | { | | 1 DO SE P A R A T I O N WA L SLOPE DOWN [| 8 00 CANOPY ABOVE 77 - 4 11 2 ' \ po o s ee e a H oo MITHUN Architects+Designers+Planners Pier 56 1201 Alaskan Way SEP 0 1 2673 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 NO. DATE REVISION 6/21/00 SITE PLAN APP PARTNER IN CHARGE JRB PRO.ECT MANAGER SMM se a c u Se e | a z= 14 " fo 37.5° 10 ' - 0 " MI N La sear =e 37.55) — I) 37.18" PRetse7e im 36.55" ms a 2440 yay : i Ls oe _ [. ~ Ea. 37.41 i | O CS — LEVEL 1 - STREET LEVEL NOT FOR CONSTRUCTION PROJECT ARCHITECT LMM PROMECT TEAM MEMBERS JRB, SMM, LMM CHECK FB ARCHITECT SEAL ‘RESIDENTIAL LEVELS 1&2 PRO.ECT NO. 99161.00 DATE 8/28/2000 PROJECT NETWORK PATH $:\1999\99161\00\cadA21.DWG SHEET NUMBER SCHEMATIC DESIGN z SET. COPYRIGHT © 2000 MITHUN, INC. SA- 00- 085 — Architects+Designers+Planners _ Pier 56 Oe 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 vi L/ ~ e \ wy WI | | al ol l _ ll i Tr e w e n gO ! SS 1e - om e ) Ao er s Ao Le eS 4 _ = {\ 77 - 4 1/ 2 ' NO. TE REM! DAI ISION 6/21/00 SITE PLAN APP a es | 30 = oo | ! | oo oo a X o ) a l CY o — / ) i n S l i n g = s a l al e o e c m u l I \ t ~ \_ J Gt PROVECT ARCHITECT CI na Sas yy, ° yy, C | (as) foul q =, 7 n on a PROJECT TEAM MEMBERS JRB, SMM, LMM E CHECK 1 FB ARCHITECT SEAL 239-4 3/4" ‘RESIDENTIAL LEVEL 3 &4 PROJECT NO. 99161.00 SSS EERI ES LEVELS 3 & 4 1/8" = 1-0' DATE 8/28/2000 PROJECT NETWORK PATH $:\199\99161\00\A23.DWG SHEET NUMBER SCHEMATIC DESIGN a SET COPYRIGHT © 2000 MITHUN, INC. NOT FOR CONSTRUCTION SA-00-085 Lo EXISTING | L | CLINIC PLAZA WITH TRELLIS AND BENCHES PLAZA WITH TRELLIS AND BENCHES 3 AU | “CLINIC | [ENTRY =| GARAGE ACCESS _ fLOW-AND MEDIUM + —~T.0.W, ‘1 40.0 IN RAISED-BEDS. J} LANDSCAPE PLAN NEW LIGHT POLE AT EXIST. SERVICE. PLANT SCHEDULE KEY QTY BOTANICAL NAME PLANTING.-STRI COMMON NAME . NEW LIGHT PO AT EXIST. SERVICE THE PORTICO GROUP 217 Pine Street Seattle, Washington 98101-1500 portico@porticogroup.com 206.621.2198 Sh e r m a n Ap a r t m e n t s CONDITION REMARKS SJ} Styrex japonicus 1” = 10-0" RH || Rosmarinus humilis Western Hornbeam _ wh carmen] eS, SEMIS AS MS j... | Magnolia, seiboldii _| Western Redbud | 6 | Oyama Magnolia | 10” | PC |__| Prunus cerasifera ‘Thundercloud’ 22 ddpansse Snowball _ __| Strawberry Tree _| Wild _Litae fi ee Ce RO_ |__| Rhododendron "Dora Amateis’ | Hybrid Fuchsia _| Western Rhododendron | EA __| Ribes_aureum Golden Currant SV |__| _Syringa vulgaris _Rosemary _ Sarcacocca ruscifolia Sarcacocca as shown 14-16 ht | B& Bo | as shown | 8-10" ht. aS E: Lilacs -s&_| | Symphoricarpos albus “Tricolor” _ ve | Viburnum carlesii | Common Snowberry _ _| Korean Spice Viburnum [| 5 gal GROUNDCOVER & VINES ch |__| Clematis armandii | HH | | Hedera helix “Buttercup? _Everg reen Clematis FOR_PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES PT Pachysandra terminalis all, Pachysandra LANDSCAPE _| CONTAINER PLANTINGS/PERENNIALS | BM |_| Bambusa multiplex ’Golden Goddess’ PLAN 99161.00 “Golden Goddess Bamboo | CA Coreopsis auriculata Nana’ Coreopsis HE —_ Hemerocallis hybrids WV |__| Ligustrum vulgare ‘Lodense’ _ ND |__| Nandina domestica PO |__| Pennisetum orientale so ; Salvia officinalis Fountain Grass | raven _| Heavenly Bamboo 30 AUGUST 2000 Common Sage SP Stipa pulchra Purple Needle Grass L 1. NOT FOR CONSTRUCTION comereaee aan roman 20 Sh-00-085 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; 1= 4 0 ph i l Xr e f s : EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. Sc a l e : PARCEL 4: TAX LOT 723150—2430-01 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; 15 : 0 2 EXCEPT THE WEST 5 FEET OF SAID LOT CONVEYED FOR ALLEY PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 910203 AND 910204. Da t e / T i m e : 07 / 0 7 / 2 0 0 0 P: \ s d s k p r o j \ 7 2 5 1 \ s u r v e y \ 7 2 5 Ib l a 1 . d w g Fi l e : LOT LINE ADJUSTMENT A PORTION OF THE SE 1/4 AND THE SW 1/4 OF SECTION 17, TOWNSHIP 23N, RANGE 5E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ADJUSTED PARCEL 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. LUA-XX-XXX-LLA LND-XX-XXXX 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. SDI, LLC. BY: ITS: ACKNOWLEDGMENT STATE OF WASHINGTON ss COUNTY OF KING : | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE ) 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 , 2000. NOTARY PUBIIC IN AND FOR THE STATE OF WASHINGTON y, RESIDING AT PRINTED NAME COMMISSION EXPIRES APPROVALS EXAMINED AND APPROVED THIS DAY OF , 2000. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF , 2000. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER - JULio 2000 LAND SURVEYOR’S. CERTIFICATE: HA DRAWN BY en RECORDING CERTIFICATE: AG 18215 72ND AVENUE SOUTH PWH | |SE 1/4 AND SW 1/4 SEC. 17, T.23N., R.5E., W.M.] | SHT Recording No. This map correctly represents a survey made by me or under my <& KENT, WA 98032 DATE 9/1 4/98 SURVEY FOR Filed for’record ‘this day of _ , 200.at __:___ ees ale patietene of the Survey Recording y 4 (425)251 —6222 SCALE: SDI, LLC | __ Min book ___of Surveys ot page __ at the request of q "9000. 1” = 40’ 2100 124TH AVENUE NE Barghausen Consulting Engineers, Inc. -- S (425)251 —B782 FAX CHECKED BY. awe SUITE 112 & aE BELLEVUE, WA 98005 OF — & CIVIL ENGINEERING, LAND PLANNING, 3 ia PROJECT NO.: eng Saparhondent oF Resor Ry TIL Gee Fb DATE FvpiRes wixvor )) ‘Ng ena®© SURVEYING, ENVIRONMENTAL SERVICES CITY OF RENTON KING COUNTY WA 5 \ ee eed a SA-NN-ARS 40 ph i l Xr e f s : 1 15 : 1 7 . Sc a l e : Da t e / T i m e : 07 / 0 7 / 2 0 0 0 Fi l e : P: \ s d s k p r o j \ 7 2 5 1 \ s u r v e y \ 7 2 5 1 b l a 2 . d w g 20 40 80 NN DKW Wi QU SCALE: 1”=40° am 27 7 Lo 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) 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. 2. PROPERTY AREA = 40,276 + SQUARE FEET ( 0.925 + ACRES ). 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. 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. A PORTION OF THE LOT LINE ADJUSTMENT SE 1/4 AND THE SW 1/4 OF SECTION 17, TOWNSHIP 23N, RANGE 5E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON S. 4 TH STREET AG FND. MON. W/DRILL_HOLE IN CASE JS 5TH STREET fy FND. CONC. MON. 7 7 Sannin sou . W/STEEL ROD IN CASE CALC. - a POSITION 1 j i H tiene ! Existing =! | rarAage y J House | a 73882421 "--115.17'-4 | 10" Ht PARCEL 4 ia ; a7 of Oi 4 an i/ 30° 30" | ee ey es ; : We : im | | Jos ts > _ Oo — > —ha— | bel 2 CPaRCEL 2— > I lad < ¥ ! al) Saale 1E = > ; W922 \ uJ a oN a ix or] ee ~ > | __ om ~ at aK (9 — ! a | Bet 4 4 “ a < bY owt ) “ . , % uw B NO : ne pee 3 , Qe . ‘Ss Weeict: Ww @ 3 vZ ene OLD LOT LINE ba = 8 | rc ' ! arage 4 \ TO BE REMOVED ¢ <r F i ~ - a __ a XP cay) " een wl = | i a — 2 3 pm SS 16.64 ia x S : y r L st —I 8 | 5 7 #1 4AN Existing j Fy — | 9 ! House f° T : | ! 8 = JP | “a , Pe a | / 1 ! oo 3 / R Ww 13 / 7 PARCEL 4- [— ~ = --—__-- —] _ | < oo | | / A9 g i fennn—e | Ps | | “Tat | (4 ‘ | a mony ate — = aeneee f ! aT | ' Renton Family ; 30° ! Practice Clinic ! | i ° | ars 1 a4 { WW ay H Vw ' 130" 10" a ! | L19-8'th j Po aa | ; NBB2604W 115.04" 3 ro) — i a _ _ — _|.N88°26'04"W 300.05" ~ LUA-XX-XXX-LLA LND-XX-XXXX INDEX DATA , SE 1/4 AND SW 1/4 SEC. 17, T.28N., R.S5E., W.M. SURVEY FOR SDI, LLC 2100 124TH AVENUE NE SUITE 112 BELLEVUE, WA 98005 ° FND. MON __ W/1-1/2 STEEL DISC is IN CASE 18215 72ND AVENUE SOUTH |L PWH 3 KENT, WA 98032 ae afe/oo (425)251-6222 SCALE: = 40° S (425)251-8782 FAX CHECKED BY: g RWG CIVIL ENGINEERING, LAND PLANNING, VOB NOs 7251 mes OS > SURVEYING, ENVIRONMENTAL SERVICES | | PROJECT No.: CITY OF RENTON KING COUNTY WA — SHT 2 OF 3 = SA00 185 LUA-XX-XXX-LLA LND-XX-XXXX Z IN O S JE S H I S NW N SS * S * ~ * ™ C ” S * ~ C S C S Pe p e Ty TO T TT PT Pe ST ee Pa d EP EE Eb b po p TP s > ho } | PE P E EP bp pp be or or an el oe Ot GP oy | Pi PP dd pp g | it Pi e r Pr Pa dy Jo Lb . pe c t s ! i Lt t (INDEX DATA \/ , SHT SE 1/4 AND SW 1/4 SEC. 17, T.23N., R.5E., W.M. SURVEY FOR 2100 124TH AVENUE NE SDI, LLC SUITE 112 BELLEVUE, WA 98005 KING COUNTY CITY OF RENTON PWH 7/6/00 DRAWN BY DATE 200' RWG SCALE: CHECKED BY: 7251 JOB NO.: PROJECT NO.: 18215 72ND AVENUE SOUTH KENT, WA 98032 G KS ” ~u oo 25 ze 2a 2 >< E <t 25 33 NN -O MN co Oe NA N m& 25 oO oO x2 I od wi mo o§ NN z= “S N i ww a> NN =m & ts 25 ww ow n Ph 2 ow W , , Sy > » z oO ee z = Ww W oS & vy we » c o SAIN NAS LOT LINE ADJUSTMENT A PORTION OF THE SE 1/4 AND THE SW 1/4 OF SECTION 17, TOWNSHIP 23N, RANGE SE, W.M. is y o u x jl u d Op = | ‘a | D 9 S eC S L 00 0 Z / L 0 / 2 0 ‘w t , /a } o d ra Pi g | O _ PE t a ti Pi o } td = Z ee e ee a b Lo t _ _ WV I T I I M wl @ Th “o l —F fo f | i\ \ fz ; i | 4@ = pi f ft i \\ ES ii i tz - ta p po e t | EE a ‘a ee | i\ Na l TT ] lz Z Fl i t e i ty r , \ Ne en : 5 Le d e PE KL Pi 8] ro ) \ \ HE N O S AN N S A V LL 3 N u N a ~° O a LE S AS S SR R EP PO R T E R © v u aa a | o) an e il te s ee . 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