Loading...
HomeMy WebLinkAboutLUA00-106 - Large Format RIM 324.38 CL IE 315.75 PWR POLE + GUY ANCHOR we) we ss MH _-_-_.____+ GRAVEL DAIVE \ i \ \ *eUY ANCHOR RIM 319.07 \ a \ cL IE 309.64 is g i> oO =_ \ _- ~.) | TEN MERIDAIN - PLAT ALONG HARRINGTON AVE. NE 20 0 20 40 \ \ \ VERTICAL DATUM - CITY OF RENTON VEITICAL REFERENCE POINT NO. 398 \ ON THE WEST 1/4 CORNER MONUMENT OFSEC. 9, TWN. 23N, AGE. 5E. ELEV. = 285.08’ \ . SITE BM -— EXISTING AA SPIKE IN NORH FACE OF POWER POLE AT THE SE CORNER OF NE 7TH ST. AND INDEX PLA. NE. ELEV. = 324.13' \ C & C SURVEY FOR URVEYING NICK PARIKH SCALE: 4" = 20° . DRAWN BY: EJC 4509 243rd Place SW. Mountlake Terrace, WA 98043 [oate: aseaco Jo STP sv (425)673-7502 (206)523-1654 | TOBQGRAPHY SURVEY FOR RENTON SHORT PLAT THE DRAWING SHOWN HEREON DOES NOT NECESSARILY aT ie opmater Morn Fer ce miadibdl . : SHEET NUMBER OBTAINED OR DEVELOPED BY THE SURVEYOR IN HIS FIELD . . . JOB #~ 144-99 4 OF 4 SHP- 00-/bbo MON/CASE W 1/4 COR 9-23-5, CITY CONTROL STATION #398 CURVE ARC DELTA RADIUS ro G4 145,88 05705°43" 7635.00 i - ‘ LINE BEARING DISTANCE t 2: Fas, Lt S$ @8*56'15* E 124.89 eal > Vd L2 N_ 88°56"15" W 124,89 wz.) & Ke, L3 S 44°14°47* & 95.24 Scag PRO L4 __N 88°56"15* W 94,90 talc: 85> LS 8 66°56°15" & 94,88 @ Olea 4 Dy, - NN Orss H Sez Ea Be 4° = 20" = t a SSS poueree peveio.o0 T=488:84, aL INT PER CITY AP's NIMESH PARIKH SHORT PLAT : ~ 320" , MON/CASE SW COR B 2 oe L=340.66__A=ii So - Sees CITY CONTROL ms: NE 7TH ST \o STATION #642 Ww {ao is a es z & YZ " eo wr |, SITE = 0 LINE _ BEARING >R we HK u4 N_05°06°417" W <<: 0D * L2 N_39°35"29" E Gh fot Zz ee “a On S 5 hes ear Po NZ, CURVE ARC DELTA RADIUS 2 a a > mM ci 40.00 04° 24°08" 1635.00 he} < z [ey fs oe Qs “27 p=i1676 < La L#335.30 As44 —t w —_ xm: - NE 6TH PL... we ALC INT, EXIST REBAR a i _ 1s ey Gated NLY 2.30° (NOT USED “ CALC INT PEA CITY 7 t2 L=365. 7=183-54 FOR THIS SURVEY) —— I RP‘S. EX BENT SPIKE Rei704,47 —_—" A a" = 100° NWLY 0.40° (NOT USED eee MERIDIAN - CITY OF RENTON IN THIS SURVEY) —_— \ (NAD 1983/94) _——— . ase is 1 some rg ‘\ W e f f e r s o n [ {R - 8 | | ‘K i b e e n a TA Y . “He snr etl API OWNER; NICK PARIKH 130241 NE 100TH KIRKLAND, WA 38033 425-889-6791 PROPOSED LOT 1 - 6453.4 SQ FT PROPOSED LOT 2 —- 9386.8 S@ FT PARCEL AREA — ZONING — R-10 15839.9 SQ FT M .c e . p e . t 0 _ N 61.88 #2821 & 2623 “e e 9387 SQ FT i THE CONTROLS SHOWN REPRESENT A COMPILATION OF MEASUREMENTS MADE DENSITY ALLOWED - 10 du/a tog DURING THIS SURVEY, PREVIOUS SURVEYS PERFORMED BY THIS FIRM, nN ast24'14" © PUBLIC RECORDED SURVEYS AND MUNICIPAL RECORDS, UNLESS OTHERWISE DENSITY PROPOSED - 8.146 du/a 45.58 / 6453 SQ FT NOTED, THE SHOWN MONUMENTATION WAS FOUND WITHIN A REASONABLE TIME LEGAL DESCRIPTION ( PERIOD OF THIS DATED SURVEY. FIELO INSTRUMENTATION WAS A LEICA eof & cimok ce, pesios decleancs wo. 2 — yar Serene TINE TCBOS TOTAL STATION, SUPPLEMENTED WITH A STEEL TAPE, BOTH LAST ACCORDING TO THE PLAT THEREOF RECORDED IN c CALIBRATED WITHIN THE YEAR AT THE SAND POINT BASELINE. THIS VOLUME G7 GF SLATS, PAGES Ge temaucR 9c - SURVEY MEETS OR EXCEEDS FIELD TRAVEASE STANDARDS PER WAC 332-130. REGEADS OF (NG COUNTY. WaaHineron. 409.94 ~ G THE DBAWING SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE Bee ARNE OP ee SURE BP 53.35 S720 40" WH INFORMATION OBTAINED OR DEVELOPED BY THE SURVEYOR IN HIS FIELO ASHINGTON . SET STD COR (TYP) 4 _ WORK, OFFICE WORK, OR RESEARCH. RECORDER’S CERTIFICATE SURVEYOR’S CERTIFICATE SURVEY FOR: filed for record this day of 20___ at H This map correctly represents @ survey made by me op under C Su RVEYING , in book of at page at the request of my direction in conformance with the requirements of the RENTON SHORT PLAT Survey Recording Act at the request of NIMESH PARIKH aie. ea00 ‘ PA STE 4509 243rd Place SW. Mountlake Terrace, WA 98043 DRAWN BY: = EUC DATE: 06/27/00 JOB NO, 444-99 v4 si - - , Ed CMa en A rears gy f i (425)673-7502 (206)523-1654 ° 7 % EXPIRES 12/21/ 5 MAP FILE 14499SP2 SCALE AS NOTED SHEET 4 OF 4 Marrager Superintendent of Records Certificate No. 18077 Se per ee nner awety SHR 00-(0b CITY OF RENTON APPROVALS CITY OF RENTON KING COUNTY DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL. /PAGE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC SURVEYOR’ S NOTES RP’ S, EX BENT SPIKE NWLY 0. 10’ IN THIS SURVEY) The controls shown represent a compilation of measurements made during this survey, public recorded surveys and municipal records. the shown monumentation was found 10/20/1999. previous surveys performed by this firm, Unless otherwise Field (NOT USED SHORT PLAT # LUA—00—106—SHPL EXAMINED & APPROVED THIS DAY OF ___ 20 EXAMINED & APPROVED THIS ___ DAY OF ________, 20__ IND 20-0270 SCALE: 1 INCH = 100 Fr. Administrator of Planning / Building / Public Works Asessor 100 (e) 100 200 Deputy Assessor PORTION OF DECLARATION Account’ Number NE 1/4 OF NW 1/4, SEC. 9, T. 23. N, R. 4 E, W.M NW 1/4 OF NW 1/4, SEC. 9, T. 23.N, R. 4 E, W.M KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of the land herein described, do hereby make a short subdivision thereof pursuant to RCW 58.17. 060 and declare this short subdivision to ty Sree eee gone be the graphic representation of the same, and that W 1/4 COR 9-23-5, COR #6t2 said short subdivision is made with the free consent in 248 and in accordance with the desires of the owners. i CURVE ARC DELTA RADIUS ; NL Ci 145. 88 05° 06’ 43” 1635. 00 tT Os NAME NAME 4 _ LINE BEARING DISTANCE ' \ Li S 88°56 15” E 124. 89 NAME NAME eg! W727 L2 N 88°56’ 15” W 124. 89 wiz.) 7 SZ 3 $1114 17" 95. 24 Se sao SSAG> L4 N 88°56" 15" W 94. 90 ea 89> 5 S 88°56 15" E 94. 88 ry D500 a~ STATE OF _) O 2 ala » ) ss . , OES|%5 ‘ COUNT YOR a np as) 1m = 100 O°z2 a —_ | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT MERIDIAN — CITY OF RENTON = | “ BRASS DISK IN CONC (NAD 1983/91) fay “\ IN STEEL CASE R=1610.00 T=155. 81, CALC INT PER CITY RP'S SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE rT) XN “4 L=310.66 _A=i1" 93) 20__— - 7} AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE f eC, = - =310: 2°. = \ INSTRUMENT. | COP PLUG W/PUNCH IN CONC ene. 0 PLAT) & NE 7TH ST ? IN STEEL CASE, DN 0.4 a) ee rr alc DATED SW COR 9-23-5, COR #612 8 re 3 : Os SIGNATURE OF ul SITE ‘ol NOTARY PUBLIC > 2 W ao PRINTED NAME OF <x. , aye NOTARY PUBLIC E CURRENT LEGAL DESCRIPTION zuls 83 BW 2 TITLE O02 (AN \o MY APPOINTMENT EXPIRES LOT 3, BLOCK 28, RENTON HIGHLANDS NO. 2 ACCORDING TO THE PLAT THEREOF Fale -8 -, @Z RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, RECORDS OF KING ox o |O | > ml STATE ‘oF ) COUNTY, WASHINGTON. mse 2 ae as A wo \2F1 ) ss . A COUNTY OF —_________ ) SITUATE IN ‘COUNTY OF KING, STATE OF WASHINGTON. ez L4 L=335.30 A=i1°27' 41" _\ | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT I oman P NE 6TH PL _—" 4 i280 PLAT) S _NE_ 6TH Pie Ka12° 18 57 CALC INT, EXIST REBAR SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE L2 [=a65. 6 en Tuite NLY 2. 30° (NOT USED CALC INT PER CITY R=1701. FOR THIS SURVEY) noted, TITLE instrumentation was a Leica TC805 total station, supplemented with | MY APPOINTMENT EXPIRES a steel tape, both last calibrated within the year at the Sand | Point baseline. This survey meets or exceeds field traverse i standards per WAC 332-130. | AQUIFER PROTECTION NOTICE The drawing shown hereon does not necessarily contain all of the HIGHLANDS | I Fa A information obtained or developed by the surveyor in his field 3 By a8 THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S work, office work, or research. PARK | oy PA AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE | F| ae REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. b 4 THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED | a @ FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE | a 4 IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND 0 GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN es wf HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PLAN REVIEW 5 PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS SEE SHEET 2 OF 2 FOR NEW LOT CONFIGURATIONS CITY OF RENTON 2 THE HOMEOWNER’ S RESPONSIBLITY TO PROTECT THE CITY’S Fi DRINKING WATER. FEB 20 2003 q | ECEIVED eof L | | — KC ( pr | ! 0) é Th! | ; nae G \ ’ RAZA “5 : 7 4 ’ 5 { F ; RECORDER'S CERTIFICATE ...... ee LAND SURVEYOR'S CERTIFICATE AW: . & C S . SHORT SUBDIVISION FOR s) FILED FOR RECORD THIS ......... DAY OF... 20 ..... AT ...M THIS SHORT SUBDIVISION CORRECTLY REPRESENTS — urveying iN BOOK OF AT PAGE AT THE REQUEST OF A SURVEY MADE BY ME OR UNDER MY DIRECTION IN NIMESH PARIKH comsatO Pas AT PAGE sess CONFORMANCE WITH STATE AND COUNTY STATUTES. 4509 243rd PL SW SSN DATE 2 JOHN JOSEPH HOLMES IN wosceecesecescee 5 20ers Mountlake Terrace, WA 98043 OWN. son 2/19/03 14499 ee (425)673-7502 (206)523-1654 CHKD. BY SCALE es MANAGER SUPT. OF RECORDS CERTIFICATE NO. 38977 JJH 1” = 100’ OF 2 SH?-08- 10 NEW LOT CONFIGURATIONS The controls shown represent a compilation of measurements made during this survey, office work, Oo 20 40 LINE BEARING DISTANCE L1 N_05° 06’ 17” _W 24. 93 L2 N 39° 35’ 29” E 19. 05 CURVE ARC DELTA RADIUS C1 25. 67 00° 53’ 58” 1635. 00 c2 22. 88 87° 23’ 43” 15. 00 © = SET REBAR & CAP, LS 38977 (TYP) SET TACK W/TAG, LS 38977 (TYP) SURVEYOR’ S NOTES previous surveys performed by this firm public recorded surveys and municipal records. noted, This survey meets or exceeds field traverse standards per WAC 332-130 or research. the shown monumentation was found 10/20/1999 instrumentation was a Leica TC805 total station, a steel tape, Point baseline. The drawing shown hereon does not necessarily contain all of the information obtained or developed by the surveyor work, Unless otherwise Field supplemented with both last calibrated within the year at the Sand in his field gt 6 M Ze v2 2b 0 _ N LOT 2 9386. 8 SQ FT nN 95°24) 147 £ a a ) 53. 35 45. 68 = yo v e r a s 3 B N I qs" SETBACK LINE 109. 94 LotT1 ~ VOL. /PAGE CITY OF RENTON “ SHORT PLAT # LUA—OO—106—SHPL LND 20-0270 — EXISTING PARCEL AREA — PROPOSED LOT 1 PROPOSED LOT S$ 87°20 40” W LOT — 6410.2 SQ FT 2 — 9386.8 SQ FT DEDICATION TO CITY FOR STREET ZONING — R-10 DENSITY ALLOWED — 10 du/a DENSITY PROPOSED —- 8.16 du/a A 15839. 9 SQ FT —- 42.9 SQ FT 25 mC RC Surveying SHORT SUBDIVISION FOR NIMESH PARIKH 4509 243rd PL SW <= DWN. BY DATE si Mountlake Terrace, WA 98043 WH 2/19/03 14499 (425)673-7502 (206)523-1654 CHKD. BY | SCALE SHEET JJH 1” = 20° ae 2 ~ SHE on-/pb | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT 1 ee! ee” [(125.0 plat) & NE 7 L2 - 6TH PL ay ~ [2365.67 A=12 CITY OF RENTON APPROVALS KING COUNTY RECORDING NO. VOL. /PAGE CITY OF RENTON DEPARTMENT OF ASSESSMENTS SHORT PLAT # LUA—OO—106—SHPL EXAMINED & APPROVED THIS ___ DAY OF ____ 5 20. EXAMINED & APPROVED THIS ___. DAY OF ____ sy 20__ inp: 20-0070 SCALE: 1 INCH = 100 FT. | Administrator of Planning / Building / Public Works Asessor 100 0 100 200 Deputy Assessor PORTION OF DECLARATION hecount Number NE 1/4 OF SW 1/4, SEC. 9, T. 23.N, R. 5 E, WM NW 1/4 OF SW 1/4, SEC. 9, T. 23 N, R. 5 E, W.M KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of the land herein described, do hereby make a short subdivision thereof pursuant to RCW 58. 17.060 and declare this short subdivision to ori Gaeer Wee eats gone be the graphic representation of the same, and that W 1/4 COR 9-23-5, COR #398 said short subdivision is made with the free consent \ and in accordance with the desires of the owners. , CURVE ARC DELTA RADIUS ; NL C1 145. 88 05° 06" 43” 1635. 00 ~ OF NAME NAME = ~ LINE BEARING DISTANCE a L1 S 88°56’ 15” E 124. 89 ane NAME wr No L2 N_ 88°56’ 15” W 124. 89 WZ. wi SPX L3 S$ 11°14 17" £ 95. 24 z Payers) SAG L4 N 88°56 15” W 94. 90 Wl aint Oo L5 S$ 88°56 15” E 94. 88 o,wW STATE OF __ on, 218° NS ) ss . OF al"5 \ COUNTY OF ___ i) m= 100 O°z a ig 1 CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT MERIDIAN — CITY OF RENTON = ! N BRASS DISK IN CONC (NAD 1983/91) a SJ IN STEEL CASE R=1610.00 T=155: 81 CALC INT PER CITY RP’S SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE uJ N 41 310.66 A=11703' 20-—-- 7 AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE | rere _ ___t=310. 66 © = ——— | INSTRUMENT. | COP PLUG W/PUNCH IN CONC 1“ (125.0 PLAT) & NE 7TH ST o DB] IN STEEL CASE, DN 0.4 Weisel is SOC n\n a DATED SW COR 9-23-5, COR #612 ® aye Sj SIGNATURE OF We SITE om NOTARY PUBLIC >a uw gle K PRINTED NAME OF <x. fy a NOTARY PUBLIC \ TA CURRENT LEGAL DESCRIPTION zuls 88 Sim TITLE O02 [An \ 2) MY APPOINTMENT EXPIRES LOT 3, BLOCK 28, RENTON HIGHLANDS NO. 2 ACCORDING TO THE PLAT THEREOF E ale -38 \~ bs z RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, RECORDS OF KING Sy o |O ‘ol > 7H sone a ) COUNTY, WASHINGTON. mela |Z \ \p 7 ~~) ss & od » pe1676- ee wad COUNTY OF WW ) SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. <- L=335.30 Aqii. 27) 41" Be _)\ r TH PL —" CALC INT, EXIST REBAR SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE 183. 54 , AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE CALC INT PER CITY R=1701. 17 q=18 von ae RIE INSTRUMENT. RP’ S, EX BENT SPIKE ® NWLY 0. 10’ (NOT USED _ SURVEYOR’ S NOTES ee) te ae SIGNATURE OF The controls shown represent a compilation of measurements made NOTARY PUBLIC during this survey, previous surveys performed by this firm, aie is public recorded surveys and municipal records. Unless otherwise VICINITY MAP (NO SCALE) noted, the shown monumentation was found 10/20/1999. Field TITLE instrumentation was a Leica TC805 total station, supplemented with L_ 5 | g | MY APPOINTMENT EXPIRES a steel tape, both last calibrated within the year at the Sand : ny | 5 Point baseline. This survey meets or exceeds field traverse | 5 standards per WAC 332-130. a 2 } 8) fo | AQUIFER PROTECTION NOTICE The drawing shown hereon does not necessarily contain all of the TGHLANDS — Fl | information obtained or developed by the surveyor in his field 3 7 3 aw THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’ S Works Office Works or mesearens _ PARK | F Qo AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE z ay REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 * “4 AND AS AMENDED BY ORDINANCE NO. 4740. VIEW . ES THIS CITY’ S SOLE SOURCE OF DRINKING WATER IS SUPPLIED LAN REVIEN =| FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE CITY OF RE! _otl IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND 5 9903 J GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN SEE SHEET 2 OF 2 FOR NEW LOT CONFIGURATIONS WAR 0 3 HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO VED Fa PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT Is RECE | | THE HOMEOWNER’ S RESPONSIBLITY TO PROTECT THE CITY’ S | | DRINKING WATER. | | Fe ae apt | <a OM 7 _! a aN a 2 ORLA - 7 ) : 63 ae RECORDER’S CERTIFICATE ccc csceecse LAND SURVEYORS CERTIFICATE +) esse ’ 8 , SHORT SUBDIVISION FOR € SED GOR RECORD ars ...... DAY OF 20 .... AT ..m | THIS SHORT SUBDIVISION CORRECTLY REPRESENTS Ce os, C Surveying NIMESH PARIKH A SURVEY MADE BY ME OR UNDER MY DIRECTION IN 3 IN BOOK ...---- OFcesrsen HET PAG Enis TRE. REGRES T"OF CONFORMANCE WITH STATE AND COUNTY STATUTES. 4509 243rd PL SW Beier i 20 ecceexe & DWN. BY DATE JOB NO. JOHN JOSEPH HOLMES Rees Mountlake Terrace, WA 98043 JJH 2/28/03 14499 scammer al S, 2 Z sesswmnpaarargcargemcnn -—-—_wampraupwengat ata cagpperem — AZ5}67 S 7502 206 )a2e"1Go4 CHKD. BY — [SCALE SHEET MANAGER SUPT. OF RECORDS CERTIFICATE NO. 38977 eI JJH 1” = 100° aHP- 00- bb CITY OF RENTON VOL./PAGE SHORT PLAT # LUA—O0-—106—SHPL LND 20-—0270 oe NEW LOT CONFIGURATIONS 1” = 20° 20 0 20 40 LINE BEARING DISTANCE Li N 05°06’ 17” W 24. 93 L2 N 39°35’ 29" E 19. 05 CURVE ARC DELTA RADIUS C1 25. 67 00° 53’ 58” 1635. 00 c2 22. 88 87° 23’ 43” 15. 00 © = SET REBAR & CAP, LS 38977 (TYP) SET TACK W/TAG, LS 38977 (TYP) SURVEYOR’ S NOTES The controls shown represent a compilation of measurements made during this survey, previous surveys performed by this firm, public recorded surveys and municipal records. noted, Unless otherwise the shown monumentation was found 10/20/1999. Field instrumentation was a Leica TC805 total station, supplemented with a steel tape, both last calibrated within the year at the Sand Point baseline. This survey meets or exceeds field traverse standards per WAC 332-130 The drawing shown hereon does not necessarily contain all of the information obtained or developed by the surveyor in his field work, office work, or research. _ _ RADIUS DEDICATION TO CITY PER DEDICATION DEED REC. NO. 5. AS [] Zz x fo) z g ~ IN) 2 — x Z 8 w © x ; R + < @) NS cas m = 2 ! @ : © oO .o 4 : LOT 1 A Zz ~ LOT 2 iS) Y 6410. 2 SQ FT a oO aN \ ) 9g i > aan Ny . 386. 8 SQ FT w 92241476 > OW a +“ 45. 68 O im ’ 7a Z eC a5 S I) “> WO FENCE (ON LINE) NO 3: .. _— \ a5 109. 94 53. / \ ee | S 87°20' 40" W CHAIN FENCE \ - t . | ON LINE \ ok \ \ | \ ; | LOT 4 BLK 28 \ LO _) \ SE RITA a _ | RENTON RENTOR IO Do | EXISTING PARCEL PROPOSED LOT 1 PROPOSED LOT AREA — \ HIGHLANDS NO. 2 15839. 9 SQ FT — 6410.2 SQ FT 2 — 9386.8 SQ FT DEDICATION TO CITY FOR STREET — 42.9 SQ FT \C Surveying 4509 243rd PL SW SHORT SUBDIVISION FOR NIMESH PARIKH DWN. BY DATE JOB NO. Mountlake Terrace, WA 98043 464 2/28/03 14499 (425)673-7502 (206)523-1654 CHKD. BY | SCALE SHEET JJH 1” = 20° — SHP-00- 1b CITY OF RENTON SHORT PLAT #¢ LUA-—00-—106—SHPL LND 20-0270 DECLARATION APPROVALS CITY OF RENTON EXAMINED & APPROVED THIS L2™pay or MARCH 2003 Ps LE Atn_____ Administratér Planning / Building / Public Works KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED & APPROVED THis 19 pay or Marek _ 2003 Scott Noble Asgssor, | . Deputy Assessor BT gee Account Number 122.100 -28B80 _ RECORDING NO. SCALE: 1 INCH = 100 FT. 100 0 100 200 PORTION OF NW 1/4 OF SW 1/4, SEC. 9, T. ORO BLE, KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of the land herein described, do hereby make a short subdivision thereof pursuant to RCW 58. 17.060 and declare this short subdivision to be the graphic representation of the same, and that said short subdivision is made with the free consent cs Ww 1/4 COR 9-23-5, COR #398 N COP PLUG W/PUNCH IN CONC IN STEEL CASE, ON O. 4 NE 1/4 OF SW 1/4, SEC. 9, T. 23.N, R. 5 E, W.M. T. 23 N, R. 5 E, WM. and in accordance with the desires of the owners. ; ‘. CURVE ARC DELTA RADIUS ci 145. 88 05° 06’ 43° 1635. 00 4 . 3 N Fs NAME NAME Afirtr® 7 ltl W NC LINE BEARING DISTANCE Aut sMatnsy epee. u \ LI S 68°56" 15" £ 124. 89 NAME NAME. 7 Pac) V7 L2 N 88° 56° W 124, 89 WZ.) oF SH L3 $1114 E 95. 24 ZENS SSR85 L4 N_88° 56" W 94. 90 i iso Soe Ls S_88° 56" E 94. 88 state or WASH: ) M>-1¢. ia rs ) ss Fe . Fol o \ COUNTY OF [=*% ) in = 100 Bez q SK MERIDIAN — Y OF RENTON \ ci THAT | KNOW OR te SATISFACTORY EVIDENCE THAT ne ‘ond at E 2 | Se BRASS DISK IN CONC imesh fari ( /91) ~\ IN STEEL CASE R=1610.00 T=155- 81. CALC INT PER CITY RP’S SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE WW N zn 6 a=ii.03' 20. — - | AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE \ ser: Li _ _ _b=310. 66 _S5° = —— ; INSTRUMENT. | COP PI.UG W/PUNCH IN CONC (125.0 PLAT) 8 NE 7TH ST w IN STEEL CASE, DN 0. 4 y @ 30 is ale : caren Nargh 11, 203 SW COR 9-23-5, COR #612 @ Bye S nota Sus Nowe Se lu sive \ “ al K PRINTED NAME OF <otn ty a NOTARY PUBLIC WAARalyad Kamches¢ 2 CURRENT LEGAL DESCRIPTION wi< [Ne Sim 2 Tre __Nodaty Siz NR 2 MY APPOINTMENT expires @- 2403 LOT 3, BLOCK 28, RENTON HIGHLANDS NO. 2 ACCORDING TO THE PLAT THEREOF FNlo on aw A RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, RECORDS OF KING Sy og {O° OD ie ) COUNTY, WASHINGTON. mein [z \ AS i o~ 250 nouety ac ) ss f& z 5 ” R=1676- 7 ‘ COUNTY GF 2s) SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. <%, L4 La3as.30 aaiit27 41" Rete | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT x | ran aes 6TH PL_ _-— Z (125.0 PLAT) @ NE 6 = ay baie 18° 57 CALC INT, EXIST REBAR SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE Le L=365. 7=183. 54 NLY 2.30’ (NOT USED AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE CALC INT PER CITY R=1701. 17 FOR THIS SURVEY) INSTRUMENT. RP’ S, EX BENT SPIKE , SURVEYOR’ S NOTES Nee cee aH IN THIS SURVEY) SIGNATURE OF The controls shown represent a compilation of measurements made NOTARY ae during this survey, previous surveys performed by this firm, public recorded surveys and municipal records. Unless otherwise VICINITY MA NOTARY PUBLIC noted, the shown monumentation was found 10/20/1999. Field N P (NO SCALE) TILE instrumentation was a Leica TC805 total station, supplemented with —| —_ ~ saan Rae MY APPOINTMENT EXPIRES a steel tape, both last calibrated within the year at the Sand Point baseline. This survey meets or exceeds field traverse standards per WAC 332-130. AQUIFER PROTECTION NOTICE The drawing shown hereon does not necessarily contain all of the information obtained or developed by the surveyor in his field THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S work, office work, or research. AQUIFER PROTECTION AREA: AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY’ S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN SEE i: HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO EE SHEET 2 OF 2 FOR NEW LOT CONFIGURATIONS PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNER’ S RESPONSIBLITY TO PROTECT THE CITY'S DRINKING WATER. LJ paneontn LAND SURVEYOR'S CERTIFICATE REC On OY C&acs . SHORT SUBDIVISION FOR FILED _M | THIS SHORT SUBDIVISION CORRECTLY REPRESENTS urveying NB . A SURVEY MADE BY ME OR UNDER MY DIRECTION IN NIMESH PARIKH 03031 990 0005 CONFORMANCE WITH STATE AND COUNTY STATUTES. 4509 243rd PL SW IN veeeeeseeeseeoes 120... Mountlake Ter DWN. BY 4OR NO. 20 OF CONSTR. SPR O88 Cy it) — nlake Terrace, WA Bat4ss JJH 3/14/03 14499 PAGE 0 OF eee htanernene AR 7 Z CE CCOUNTY, WA eeeeee (425)673-7502 (206)523-1654 CHKD. BY SHEET MIAIWAUE SUPT. OF RECORDS CERTIFICATE NO. 38977 JJH 100° 1 OF 2 SHP-00-Jo4 CITY OF RENTON VOL. /PAGE SHORT PLAT # \LUA-—00-—106—SHPL LND 20-0270 NE 1/4 OF SW 1/4, SEC. 9, T. 23 N, R. 5 E, W.M. NW 1/4 OF SW 1/4, SEC. 9, T. 23.N, R. 5 E, W.M. en as NEW LOT CONFIGURATIONS ee ee — -_—_—_—_—_— RADIUS DEDICATION TO CITY eS Oo PER DEDICATION DEED \ — REC. NO. NE 7TH ST. . _ 20 ie) 20 40 u 1 LINE BEARING DISTANCE O 1 N_05°06' 17" W 24.93 > L2 N_39° 35’ 29” E 19. 05 — oO US E 9S .£ 0 N) wZ E v2 . 1 0 N CURVE ARC DELTA RADIUS = Ci 25. 67 00°53" 58" 1635. 00 G. C2 22. 88 87° 23°43" 15.00 t G | a (v 7 29 ‘8 6 6410. 2 SQ FT @© = SET REBAR & CAP, LS 38977 (TYP) = SET TACK W/TAG, LS 38977 (TYP) aan MBBS. ESOL WW “WO FENCE (ON LINE) SURVEYOR’ S NOTES - The controls shown represent a compilation of measurements made W Ls ) ‘i |" \ 53. 35 pmo ae HH HG during this survey, previous surveys performed by this firm, > >€ ran rax 2 ame a public recorded surveys and municipal records. Unless otherwise —-—- iil \ S B72 40" 1 AT) ON LINE \ noted, the shown monumentation was found 10/20/1999. Field t 2.1 \ (s 87° 20' 21" W PL instrumentation was a Leica TC805 total station, supplemented with a steel tape, both last calibrated within the year at the Sand ,f 4 | + Point baseline. This survey meets or exceeds field traverse rors 2] / »O \ \ standards per WAC 332-130. , , | POP, tiLCGHLANDS NO. 2 \ 3 | At n GO 7 \ \ The drawing shown hereon does not necessarily contain all of the RENTON HIGHLAND N¢ . \ information obtained or developed by the surveyor in his field work, office work, or research. EXISTING PARCEL AREA — 15839.9 SQ FT The discrepancy in the bearing of the East line of Lot 2 is due to: PROPOSED LOT 1 - 6410.2 SQ FT PROPOSED LOT 2 —- 9386.8 SQ FT A. The rotation of the plat bearing to City of Renton data. DEDICATION TO CITY FOR STREET - 42.9 SQ FT B. The application of proportional dimensions as they relate to the difference between platted distances and distances calculated by this survey according to found and/or calculated street intersections. Referencing Surveying: Theory and Practice by Davis, Foote and Kelly, Sth Edition, Ch 23, Sec. 29, “the measurement of a given known line at the time of a resurvey will not in general agree with the length of the line as record in the original survey...Proportionate measurement The new address for Lot 1 is either 2829 NE 7th Street or 667 distributes an excess or deficiency in an over-all remeasured distance so that each of the Index Place NE depending on the orinetation of the house on the remeasured parts will have the same ratio to the remeasured distance as the corresponding original lot. parts had to the originally measured distance.” As a result of the application of this surveying method, the bearings within the resurveyed plat area will show an adjustment accordingly and proportionally. This method of proportioned measurement is common survey practice. . SHORT SUBDIVISION FOR C&C Surveying NIMESH PARIKH 4509 243rd PL SW OWN. BY DATE JOB NO. Mountlake Terrace, WA 98043 ne 3/14/03 14499 (425)673-7502 (206)523-1654 CHKD. BY SCALE SHEET JJH 1" = 20° 2 of 2 SHP-00-106