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LUA-99-079 - Large Format
PORTION OF NE 1/4 SHORT PLAT No. SHORT PLAT/SUBDIVISION PLAN CITY OF RENTON LAND USE ACTION NUMBER LUA—99-—079—SHPL CITY OF RENTON LAND RECORD NUMBER LND—20—0249 LEGAL DESCRIPTIO (WASHINGTON TITLE CO. SHORT PLAT CERTIFICATE DECLARATION OF COVENANT: NO. R221884, SEP. 19, 2001 UPDATED APR. 01, 2002) THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF THE WESTERLY MARGIN OF COUNTY ROAD NUMBER 80 (ALSO KNOWN AS KENT—RENTON ROAD AND TALBOT ROAD); EXCEPT THE SOUTH 534.25 FEET THEREOF; AND EXCEPT THE WEST 1381.86 FEET THEREOF. DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER OF INTEREST IN THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. (DATE) OSWALDO CHOW YANWIN, L.L.C. A WASHINGTON LIMITED LIABILITY COMPANY ACKNOWLEDGMENTS: STATE OF WASHINGTON COUNTY OF KING | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT OSWALDO CHOW IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE GENERAL MANAGER OF YANWIN, L.L.C. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: NOTARY PUBLIC MY APPOINTMENT EXPIRES THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1, 2, 3, 4 AND 5 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND MAINTENANCE OF ‘HE PRIVATE ACCESS AND UTILITY EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. NATIVE GROWTH PROTECTION EASEMENT THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) ON THIS SHORT PLAT IDENTIFIES THE STEEP SLOPES. THE CREATION OF THE EASEMENT CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WTH THE EASEMENT AREA MAY NOT BE CUT, PRUNED COVERED BY FILL, REMOVED OR DAMAGED WTHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON, PROVIDED HOWEVER, THAT THE OWNERS OF UNDERLYING PROPERTY MAY INSTALL LANDSCAPING. THE RIGHT OF ENTRY HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWiiikS OR SUBSEQUENT CWNERS GF THE UNDERLYING PROPERTY. cS . PRIVATE USE AND MAINTENANCE AGREEMENT ALL MAINTENANCE, REPAIR AND/OR THE REBUILDING OF THE PRIVATE ROADS OR EASEMENT ROADS DESCRIBED IN THIS SUBDIVISION SHALL BE BORNE BY THE “USING” OWNERS OF THE PARCELS HAVING LEGAL ACCESS “HEREFORE AND THEIR HEIRS, ASSIGNS OR SUCCESSORS. UNTIL SUCH TIME AS THE EASEMENT, AS DESCRIBED ON THE MAP PAGE HEREIN, IS PUBLICLY MAINTAINED, MAINTENANCE COSTS SHALL BE DIVIDED EQUALLY AMONG “USING” OWNERSHIPS, THEIRS HEIRS, SUCCESSORS AND ASSIGNS BENEFITED BY SAID EASEMENT, EXCEPT THAT REPAIR COSTS CAUSED BY ABOVE NORMAL USE BY ONE USING PARTY (SUCH AS THAT CREATED BY EQUIPMENT USED IN CONSTRUCTION) SHALL BE BORNE BY THE CAUSING USER. A MAJORITY VOTE OF THE “USING OWNERSHIPS SHALL BE REQUIRED TO APPROVE MAINTENANCE COSTS WITH AN ALLOCATION OF ONE VOTE PER “USING” PROPERTY OWNER. PRO—RATED MAINTENANCE COSTS SHALL BE A LIEN AGAINST EACH RESPECTIVE PROFERTY. OWNERS WHO REFUSE TO PAY SUCH COSTS WITHIN 45 DAYS FROM THE TIME OF DUE NOTICE, SHALL BE LIABLE FOR COSTS OF SUIT, INCLUDING REASONABLE ATTORNEY'S FEES, IN ADDITION TO THE LIEN AMOUNT. ("USING” OWNERSHIP IS DEFINED AS ONE THAT CAUSES MORE THAN OCCASIONAL USE OF THE ROAD). ANY SUCH PRIVATE RCAD OR EASEMENT ROAD WILL BE SUBJECT TO THE FUTURE RIGHT OF THE GRANTOR, HIS SUCCESSORS OR ASSIGNS AND OF ANY UTILITY COMPANY, PUBLIC OR PRIVATE, TO INSTALL OR LAY OR CAUSE TO INSTALL OR LAY UTILITY IMPROVEMENTS AND THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSES OF MAINTAINING SAID UTILITIES OR APPURTENANCES THERETO OVER, UNDER OR ACROSS A DESCRIBED PORTION OF SUCH ROADS OR EASEMENTS ROADS. THE AFORESAID EASEMENTS SHALL BE DEEMED TO BE COVENANTS RUNNING WITH THE LAND AND BINDING UPON THE PARTIES HEREIN, THEIR HEIRS, SUCCESSORS AND ASSIGNS. OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DRIVEWAY RESTRICTION THE DRIVEWAY ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE STREET AND LOT 1 IS RESTRICTED FROM HAVING A SEPARATE DRIVEWAY ACCESSING ONTO TALBOT ROAD SOUTH. NOTES: 1.) A 5’ LEITZ SET 4 TOTAL STATION WAS USED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS. SURVEY ACCURACY MEETS OR EXCEEDS W. A. C 332-130-030. 2.> ALL MONUMENTS SHOWN WERE VISITED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 3.) ADDITIONAL VERTICAL INFORMATION EXISTS IN CADD LAYERS NOT DISPLAYED ON THIS PRINTED DRAWING. TURN ALL LAYERS ’ON’ TO REVIEW TOTAL PROJECT SITE INFORMATION CONTAINED IN THE CADD VERSION. APPROVALS: CITY OF RENTON EXAMINED AND APPROVED THIS ____. DAY _OF , 20 ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS FILED FOR RECORD THIS IN BOOK OF RECORDER'S CERTIFICATE DANNY __P. HALLIN SURVEYOR’S NAME SURVEYOR’S CERTIFICATE _____ DAY OF 20. AT___M THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER ra AT PAGE ________. AT THE REQUEST OF MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST oF OSWALDO CHOW 4 Engineering Planning IN JULY 98— APRIL Surveying Penhallegon Associates Consulting Engineers, Inc. PLA y; ci OLE VIEV: APR 2 6 2002 RECE KING COUNTY IVED DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _.__. DAY _ OE 20 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER CLIENT OSWALDO CHOW P.O. BOX 27470 SEATTLE, WA. 98125 proJect SHORT PLAT/SUBDIVISION PLAN CHOW SHORT PLAT MGR. SUPT. OF RECORDS CERTIFICATE NO. PH: (253) 568-6500 1-800-441-5317 Kirkland ¢« Seattle « Federal Way ¢ Cle Flum 33309 1st Way South, Suite A—212 Federal Way, WA 98003 www.paceengrs.com FAX: (253) 568-2800 Perhleand DRAWN BY JeC | SCALE 1 INCH = 40 FEET | DWG 99852SP.DWG SHEET _1__ APPROVED DPH | DATE 3-22-02 JOB# 99852.10 OF mam SHP- 99-079 PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHORT PLAT No. CITY OF RENTON LAND USE ACTION NUMBER LUA—99-—079—SHPL CITY OF RENTON LAND RECORD NUMBER LND—20-0249 MIC HORIZONTAL CONTROL= CITY OF RENTON (NAD-—83/91) MONUMENTS= CITY OF RENTON CONTROL MONUMENTS #1494 NORTHING= 167889.7364, EASTING= 1299290.7085, TOP OF 1 3/4” BRASS DISC IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE HOUSE NO. 3023, 55’ NORTH OF THE CENTERLINE OF S. 168TH STREET. #1699 NORTHING= 168758.5896, EASTING= 1299201.1844, TOP OF 1 3/4” BRASS DISK IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE DRIVEWAY TO HOUSE NO. 2819, 25’ SETBACK/BUFFER LINE UNPLATTED 1 3/4” BRASS CAP—— MSITED 7—8—98 — Ay CITY OF RENTON CON CONC. MONUMENT IN MSITED 7—-8-98 S 3°39'55" E S'LY UNE OF THE N 1/2 OF THE ; : NE 1/4 OF THE SE 1/4 OF SEC 30 se 823 4.31 _$89°29'33"E_ 344.38" . _ i 3S A71S Ge AES - - 191-14 _ _ _ 50.07 . 50.01 T fa o~ L265 x E io =, iS LOT 5 a oe ee ce < 1, N.GP.E. = (12,223 SIF.) a e— TTT an = oO a W fo LINE ‘S \ 408 S. 33RD PL. | |—=— SETBACK |, J | it Z “ £325' steep Vo | (TYP) 4 a ~] SLOPE 3”. 10’ SANITARY | © ky | LOT 2 In | BUFFER Reurre = SEWER ESM’T | 3 | LOT 3 k Fs Mee | ee eee (AF7309130497) | | oe sey I os | 8.89 SBg29'33" F 1912 — — | Cli sep | ‘ oU en EEA | 414s. AL 33 " yy 10’ PRIVATE A\c ir Co \ a le 33RD PL. L7[ | J|L6 : On \ LOT 4 (12,269 S-F.) col wl io ° STORM ESM we 402 S. 33RD PL. 7 “| x NJ 7 VY & UTILITY ESMT / io ; OY | De 426'S. 33RD PL. B [2 ea ae nally a \ SEE NOTE 4 THIS PAGE) en: a i? Y) 5 EASEMENT "% éo} 26’ PRIVATE STORM ESMT/ Ls =k RNG Bee | sj 26.00’ PRIVATE ROAD \ XOp N892049"W]_ & STORM ESMT = 191.13 \\ Tae oS —-} 20.00 = S145 aa = 50,01 50.01 | 66.80 = 99:87 1o' private _{ | Loy ppyare N89'20'49"W 357.95 STORM ESM’T. STORM ESM’T 30’ PUBLIC UTILITY ESM’T TO THE UNPLATTED CITY OF RENTON RECORDED UNDER KING COUNTY RECORDING NO. 20° PUBLIC SANITARY SEWER ESM’T TO THE CITY OF RENTON RECORDED UNDER KING COUNTY RECORDING NO. LEGEND @ MONUMENT AS NOTED sAb | © SET 1/2” REBAR & CAP LS15650 - =i oe | E @ CENTERLINE vA - N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT NOTES: CURVE TABLE » CCONTINUED FROM PAGE 1) : 4.) THE 20 FOUT INGRESS, EGRESS AND UTILITY EASEMENT ACROSS CURVE |LENGTH| RADIUS | DELTA LOT 4 IS FOR THE BENEFIT OF LOT 5. Cl 34.10 22,00] 88°48’51’ Ce 35,01 ec.00} 91°11’09" SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER RECORDER'S CERTIFICATE FILED FOR RECORD THIS _____. DAY OF 20 AT___M IN BOOK OF AT PAGE ________. AT THE REQUEST OF MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST oF OSWALDO CHOW IN JULY 98— APRIL 20 02 DANNY _P. HALLIN SURVEYOR’S NAME MGR. SUPT. OF RECORDS CERTIFICATE NO. 15650 TROL #1494 CASE SHORT PLAT/SUBDIVISION PLAN 1 3/4” BRASS DISK WTH PUNCH MARK MIC 1 3/4” BRASS CAP MSITED 7—8-98 lL YT FD MIC 1” BRASS H W/PUNCH IN 4x4 CONC SITED 8-20-98 \__FD MIC 1” BRASS IN 4x4 CONC VISITED 8-20-98 MIC_1 3/4” BRASS CAP —8—98 LINE TABLE LINE LENGTH BEARING L1 26.01 N01°50/20°E Le 20,00! N89°20'49"W L3 15.46] N89°20'49"W L4 14.55] N89°20'49"Ww L5 9.55 NO1°50/20°E | L6 13.00] N89°20'49"W L7 13,00] N89°20'49"Ww L8 10.46 $01°50/20°W L9 38.39 N01°50/20°E L10 11.21] N64°41’25'W Lil 34.40 $10°02'37°E Lie 17.98 $1191 27°E L13 26.15 S15" 50 10°F Ld4 8.57 $14°0116/E L1S 6.56 $56°37/16’E L16 6.74 $48°52/24'E L1/ 27,15 $41°07/31E L18 10,54 NO9°27/51'E L19 2.60 $09°27'51'W L20 15.33 $41°07/31'E L21 16.31 $56°37'16'E Lee 17,92 $14°01/16°E L23 26.77 $15°50’10°E Le4 19,24 $11°11’27°E L25 21,73 $10°02/37°E L26 23.72 $64°41/25'E L27 15.91] $58°35’2e"E L28 3.86 $01°50/207W L29 20.01 $89°29'33"E L30 38.44 $01°50/20"W CI T Y OF RE N T O N GRAPHIC SCALE 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. OSWALDO CHOW Kirkland ° Seattle ° Federal Way « Cle Elum CLIENT P.O. BOX 27470 i / sf SEATTLE, WA. 98125 “= aa proect SHORT PLAT/SUBDIVISION PLAN Engineering Planning Penhallegon Associates Consulting Engineers, Inc. CHOW SHORT PLAT 33309 1st Way South, Suite A-212 Federal Way, WA 98003 www.paceengrs.com | DRAWN BY JEC SCALE 1 INCH = 40 FEET | DWG 99852SP.DWG SHEET __2 _ PH: (253) 568-6500 1-800-441-5317 FAX: (253) 568-2800 2 APPROVED DPH | DATE 4-24-02 JOB# 99852.10 OF ___<__ SHP“9-0 7 PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHORT PLAT/SUBDIVISION PLAN — CITY OF RENTON CONTROL $1494 CONC. MONUMENT IN CASE 1 3/4° BRASS DISK WTH PUNCH MARK - D ST. SHORT PLAT No. CITY OF RENTON LAND USE ACTION NUMBER LUA—9S—079—SHPL CITY OF RENTON LAND RECORD NUMBER LND-20-0249 MIC_1 3/4” BRASS CAP LINE TABLE VISITED ‘7—8—98 ' LINE LENGTH BEARING -—_—_ | ° ‘ a MIC 1 3/4” BRASS CAP VISITED 7—8-98 & eZ oe oehG ; Me Leaps sl L3 15.46|_N89°20'49"W HORIZONTAL CONTROL= CITY OF RENTON (NAD—83/91) r a L4 14,55 N89°20'49"\v | MONUMENTS= CITY OF RENTON CONTROL MONUMENTS ea #1494 NORTHING= 167889.7364, EASTING= a ES zeS nls ou a = 1299290.7085, TOP OF 1 3/4” BRASS DISC IN LG 13.00] N89°20'49"W CONCRETE MONUMENT IN CASE IN CENTERLINE OF L7 13.00 N89°20'49°W TALBOT ROAD, OPPOSITE HOUSE NO. 3023, 55’ NORTH Ta OF THE CENTERLINE OF S. 168TH STREET. L8 10.46 S01°S0"20"W L9 26.01 NO1°50’20°E #1699 NORTHING= 168758.5896, EASTING= Lio eS 1299201.1844, TOP OF 1 3/4” BRASS DISK IN 11.21] _N64°41’25"W CONCRETE MONUMENT IN CASE IN CENTERLINE OF Lil 34.40 $10°02’37°E TALBOT ROAD, OPPOSITE DRIVEWAY TO HOUSE NO. Lie 17,98 S11°11'27'E 2819, L13 26.15 $15°50/10°E L14 8.57 $14°01/16'E Lis 6.56 $56°37/16"E L16 6.74| _S48°52’24E L17 27.15 S4/°07'31"E L18 10.54 NO9°27’/51’E L1i9 2.60 S09°27/S17W Leo 15.33 S$41°07'31°E Ee Lei 16.31| __ $56°37/16"E 25’ SETBACK/BUFFER LINE —_—_ : Lee 17.92 $14°01/16"E S 3°39'55" £ SLY UNE OF THE N 1/2 OF THE [23 56.77 $15°50'10°E 793) \ =, 431" spoguer 57439" NE 1/4 OF THE SE 1/4 OF SEC _ { AEP ais KS SOT L24 19.24 S11°11’27°E m% “7g N : r ; eal L25 21.73 $10°02’37°E | SON Lo : in ic |e LOT § L26 23.72] __S64°41'25°E Qh, N.G.P.E. = : (12,991 S.F.) N > FD MIC 1” BRASS Le7 [5,21 S59°39 2c"h SB LUNE e \ i 408 S. 33RD PL. LOT 3 « Cr ~ “bos steep VO I (6,424 S.F.) g pe Les 3.86 S$01°50’20°W z SLOPE a: 10’ SANITARY 414 S. 33RD PL.‘< ¥ il _ | BUFFER - S r SEWER ESM’T fs LOT 2 z ee \< ne (AF7309130497) as wa, (6.450 SF.) wr Z _NoyZS 5S Wo” : = ea 420 3. GORD PL. : 68.89" |_ — am \s 89°29°33" E 171.13’ 4 7,789 S.F.) 10" private | die} Zee Cane 425 'S, 33RD PL. STORM ESM’T Ns! \ ‘Ss ce LOT 4 ool ol w Oo \ : (11,510 S.F.) of “" \ 2 402 S. 33RD PL. al bord We , / \ @ [tg NATIVE GROWTH AWS \ 26’ PRIVATE STORM & # PROTECTION ESM’T ee a a 5 EASEMENT“ (\ ee STL Ceara W BS VSS? Jaiuaieen ak wheat 30.00'PUBLIC RNG $. TILITY ESM’T 26.00’ PRIVATE ROAD = 191.13 wen Nt |, (PeNas 2c asTW AF & STORM ESM'T <= 81.45 —T . 20.01 50.01 99.87 io’ private _| | Lor private N89'20'49"W 357.95" | STORM ESM’T. STORM ESM’T : 20°’ PUBLIC SANITARY SEWER ESM’T _ UNPLATTED AF: CI T Y OF RE N T O N LEGEND 7 MONUMENT AS NOTED @ SER 1/2” REBAR & CAP LS15650 . € CENTERLINE 30 30 GRAPHIC SCALE N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT | | | | | | ed CURVE TABLE 1 inch = 40 ft CURVE |LENGTH] RADIUS | DELTA Ci 34.10 22.00|88°48'51" Ce 35.01 2e.00} 91°11'09" “\__FD MIC 1” BRASS | - IN 4x4 CONC “4 | OA F 4 VISITED 8-20-98 / —) ERENT OSWALDO CHOW : - P.O. BOX 27470 RECORDER'S CERTIFICATE SURVEYORS CERTIFICATE SEATTLE, WA. 98125 FILED FOR RECORD THIS DAY OF 20, AT___M THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER ee proecT SHORT PLAT/SUBDIVISION PLAN IN BOOK OF AT PAGE — AT THE REQUEST OF MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE Eaainaeriag Fannie Surveying 1 | DANNY __P._HALLIN SURVEY RECORDING ACT AT THE REQUEST oF OSWALDO CHOW Penhallegon Associates Consulting Engineers, Inc. CHOW SHORT PLAT SURVEYOR’S NAME _ : IN JULY 98— MARCH 20. 02 33309 1st Way South, Suite A-212 Federal Way, WA 98003 www.paceengrs.com | DRAWN BY JEC SCALE 1 INCH = 40 FEET | DWG 99852SP.DWG SHEET _2 _ PH: (253) 568-6500 1-800-441-5317 FAX: (253) 568-2800 }— 2 MGR. SUPT. OF RECORDS CERTIFICATE NO. 15650 Kirkland -¢ Seattle °« Federal Way ¢ Cle Elum °¢ _ Portland APPROVED DPH DATE 3--18—02 JOB# 99852.10 OF ___ 4 Sub miffed Rif v2 PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHORT PLAT/SUBDIVISION PLAN SHORT PLAT No. CITY OF RENTON LAND USE ACTION NUMBER LUA-—99-—079—SHPL CITY OF RENTON LAND RECORD NUMBER LND—20-—0249 (WASHINGTON TITLE CO. SHORT PLAT CERTIFICATE LEGAL DESCRIPTION wines Se 285 THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF THE WESTERLY MARGIN OF COUNTY ROAD NUMBER 80 (ALSO KNOWN AS KENT—RENTON ROAD AND TALBOT ROAD); EXCEPT THE SOUTH 534.25 FEET THEREOF; AND EXCEPT THE WEST 1381.86 FEET THEREOF. DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. JUDY LAI-HO LUI AND OSWALDO CHOW P.O. BOX 27470 SEATTLE, WASHINGTON 98125 (SIGNATURE) (DATE) (SIGNATURE) (DATE) STATE OF WASHINGTON COUNTY OF KING | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT OSWALDO CHOW IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: NOTARY PUBLIC MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT JUDY LAI-HO LUI IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS. SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1, 2, 3, 4 AND 5 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. NATIVE GROWTH PROTECTION EASEMENT THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) ON THIS SHORT PLAT IDENTIFIES THE STEEP SLOPES. THE CREATION OF THE EASEMENT CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WITH THE EASEMENT AREA MAY NOT BE CUT, PRUNED COVERED BY Fill, REMOVED OR DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON, PROVIDED HOWEVER, THAT THE OWNERS OF UNDERLYING PROPERTY MAY INSTALL LANDSCAPING. THE RIGHT OF ENTRY HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. DANNY P. HALLIN, PLS PRIVATE USE AND MAINTENANCE AGREEMENT ALL MAINTENANCE, REPAIR AND/OR THE REBUILDING OF THE PRIVATE ROADS OR EASEMENT ROADS DESCRIBED IN THIS SUBDIVISION SHALL BE BORNE BY THE “USING” OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFORE AND THEIR HEIRS, ASSIGNS OR SUCCESSORS. UNTIL SUCH TIME AS THE EASEMENT, AS DESCRIBED ON THE MAP PAGE HEREIN, IS PUBLICLY MAINTAINED, MAINTENANCE COSTS SHALL BE DIVIDED EQUALLY AMONG “USING” OWNERSHIPS, THEIRS HEIRS, SUCCESSORS AND ASSIGNS BENEFITED BY SAID EASEMENT, EXCEPT THAT REPAIR COSTS CAUSED BY ABOVE NORMAL USE BY ONE USING PARTY (SUCH AS THAT CREATED BY EQUIPMENT USED IN CONSTRUCTION) SHALL BE BORNE BY THE CAUSING USER. A MAJORITY VOTE OF THE “USING OWNERSHIPS SHALL BE REQUIRED TO APPROVE MAINTENANCE COSTS WITH AN ALLOCATION OF ONE VOTE PER “USING” PROPERTY OWNER. PRO—RATED MAINTENANCE COSTS SHALL BE A LIEN AGAINST EACH RESPECTIVE PROPERTY. OWNERS WHO REFUSE TO PAY SUCH COSTS WITHIN 45 DAYS FROM THE TIME OF DUE NOTICE, SHALL BE UABLE FOR COSTS OF SUIT, INCLUDING REASONABLE ATTORNEY'S FEES, IN ADDITION TO THE LIEN AMOUNT. ("USING” OWNERSHIP IS DEFINED AS ONE THAT CAUSES MORE THAN OCCASIONAL USE OF THE ROAD). ANY SUCH PRIVATE ROAM OR EASEMENT ROAD WILL BE SUBJECT TO THE FUTURE RIGHT OF THE GRANTOR, HIS SUCCESSCRS OR ASSIGNS AND OF ANY UTILITY COMPANY, PUBLIC OR PRIVATE, TO INSTALL OR LAY OR CAUSE TO INSTALL OR LAY UTILITY IMPROVEMENTS AND THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSES OF MAINTAINING SAID UTILITIES OR APPURTENANCES THERETO OVER, UNDER OR ACROSS A DESCRIBED PORTION OF SUCH ROADS OR EASEMENTS ROADS. THE AFORESAID EASEMENTS SHALL BE DEEMED TO BE COVENANTS RUNNING WITH THE LAND AND BINDING UPON THE PARTIES HEREIN, THEIR HEIRS, SUCCESSORS AND ASSIGNS. . DRIVEWAY RESTRICTION THE DRIVEWAY ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE STREET AND LOT 1 IS RESTRICTED FROM HAVING A SEPARATE DRIVEWAY ACCESSING ONTO TALBOT ROAD SOUTH. NOTES: 1.9 A 5S’ LEITZ SET 4 TOTAL STATION WAS USED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS. SURVEY ACCURACY MEETS OR EXCEEDS W. A.C 332-130-030, 2.2 ALL MONUMENTS SHOWN WERE VISITED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 3.> ADDITIONAL VERTICAL INFORMATION EXISTS IN CADD LAYERS NOT DISPLAYED ON THIS PRINTED DRAWING. TURN ALL LAYERS “ON’ TO . REVIEW TOTAL PROJECT SITE INFORMATION CONTAINED IN THE CADD VERSION. APPROVALS: CITY OF RENTON EXAMINED AND APPROVED THIS DAY OF 20 ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 20 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER FI Fas CLIENT OSWALDO CHOW ; P.O. BOX 27470 be SEATILE, WA. 98125 PROJECT SHORT PLAT/SUBDIVISION PLAN CHOW SHORT PLAT NOTARY PUBLIC i MY APPOINTMENT PLAN REVIEW EXPIRES CITY OF RENTON A MAR 2 2 2002 RECORDER’S CERTIFICATE SURVEYOR’S CERTIFICATE FILED FOR RECORD THIS _____. DAY OF 20. AT___M THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER = a7 IN BOOK OF AT PAGE ______§_. AT. THE REQUEST OF MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE . . . Engineering Planning OSWALDO CHOW * . A Se SURVEY RECORDING ACT AT THE REQUEST OF Penhallegon Associates Consulting Engineers, Inc. IN JULY 98— MARCH 33309 1st Way South, Suite A-212 Federal Way, WA 98003 www.paceengrs.com PH: (253) 568—6500 1-800-441-5317 MGR. SUPT. OF RECORDS CERTIFICATE NO. Kirkland « SGeattle Federal Way « Cle Elum FAX: (253) 568-2800 DRAWN BY JEC | SCALE 1 INCH = 40 FEET | DWG 99852SP.DWG SHEET _}__ APPROVED DPH | DATE 3-18-02 JOB# $9852.10 OF ___*__ SHR-99 077 PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHORT PLAT No. CITY OF RENTON LAND USE ACTION NUMBER LUA—99-—067—SHPL CITY OF RENTON LAND RECORD NUMBER LND-20—0249 DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1, 2, 3, 4 AND 5 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED. UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. PROPERTY OWNER JUDY LAI-HO LUI AND OSWALDO CHOW P.O. BOX 27470 SEATTLE, WASHINGTON 98125 (SIGNATURE) (DATE) (SIGNATURE) (DATE) STATE OF WASHINGTON COUNTY OF KING | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT OSWALDO CHOW IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: NOTARY PUBLIC MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF KING | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT JUDY LAI-HO LUI IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: NOTARY PUBLIC MY APPOINTMENT IDENTIFIES THE STEEP SLOPES. LEGAL DESCRIPTION (WASHINGTON TITLE CO. SHORT PLAT CERTIFICATE tie a es aia wa NO. R221884, SEP. 19, 2001 UPDATED JAN. 02, 2002) THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF THE WESTERLY MARGIN OF COUNTY ROAD NUMBER 80 (ALSO KNOWN AS KENT-RENTON ROAD AND TALBOT ROAD); EXCEPT THE SOUTH 534.25 FEET THEREOF; AND EXCEPT THE WEST 1381.86 FEET THEREOF. NATIVE GROWTH PROTECTION EASEMENT THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) ON THIS SHORT PLAT THE CREATION OF THE EASEMENT CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT THE VEGETATION WITH THE EASEMENT AREA MAY NOT BE CUT, PRUNED COVERED BY FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON, PROVIDED HOWEVER, THAT THE OWNERS OF UNDERLYING PROPERTY MAY INSTALL LANDSCAPING. THE RIGHT OF ENTRY HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING DANNY P. HALLIN, PLS PRIVATE USE AND MAINTENANCE AGREEMENT ALL MAINTENANCE, REPAIR AND/OR THE REBUILDING OF THE PRIVATE ROADS OR EASEMENT ROADS DESCRIBED IN THIS SUBDIVISION SHALL BE BORNE BY THE "USING" OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFORE AND THEIR HEIRS, ASSIGNS OR SUCCESSORS. UNTIL SUCH TIME AS THE EASEMENT, AS DESCRIBED ON THE MAP PAGE HEREIN, IS PUBLICLY MAINTAINED, MAINTENANCE COSTS SHALL BE DIVIDED EQUALLY AMONG "USING” OWNERSHIPS, THEIRS HEIRS, SUCCESSORS AND ASSIGNS BENEFITED BY SAID EASEMENT, EXCEPT THAT REPAIR COSTS CAUSED BY ABOVE NORMAL USE BY ONE USING PARTY (SUCH AS THAT CREATED BY EQUIPMENT USED IN CONSTRUCTION) SHALL BE BORNE BY THE CAUSING USER. A MAJORITY VOTE OF THE "USING OWNERSHIPS SHALL BE REQUIRED TO APPROVE MAINTENANCE COSTS WITH AN ALLOCATION OF ONE VOTE PER "USING” PROPERTY OWNER. PRO—RATED MAINTENANCE COSTS SHALL BE A LIEN AGAINST EACH RESPECTIVE PROPERTY. OWNERS WHO REFUSE TO PAY SUCH COSTS WITHIN 45 DAYS FROM THE TIME OF DUE NOTICE, SHALL BE LIABLE FOR COSTS OF SUIT, INCLUDING REASONABLE ATTORNEY'S FEES, IN ADDITION TO THE LIEN AMOUNT. (USING” OWNERSHIP IS DEFINED AS ONE THAT CAUSES MORE THAN OCCASIONAL USE OF THE ROAD). ANY SUCH PRIVATE ROAD OR EASEMENT ROAD WILL BE SUBJECT TO THE FUTURE RIGHT OF THE GRANTOR, HIS SUCCESSORS OR ASSIGNS AND OF ANY UTILITY COMPANY, PUBLIC OR PRIVATE, TO INSTALL OR LAY OR CAUSE TO INSTALL OR LAY UTILITY IMPROVEMENTS AND THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSES OF MAINTAINING SAID UTILITIES OR APPURTENANCES THERETO OVER, UNDER OR ACROSS A DESCRIBED PORTION OF SUCH ROADS OR EASEMENTS ROADS. THE AFORESAID EASEMENTS SHALL BE DEEMED TO BE COVENANTS RUNNING WITH THE LAND AND BINDING UPON THE PARTIES HEREIN, THEIR HEIRS, SUCCESSORS AND ASSIGNS. SHORT PLAT/SUBDIVISION PLAN DRIVEWAY RESTRICTION THE DRIVEWAY ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE STREET AND LOT 1 IS RESTRICTED FROM HAVING A SEPARATE DRIVEWAY ACCESSING ONTO TALBOT ROAD SOUTH. NOTES: 1.) A S* LEITZ SET 4 TOTAL STATION WAS USED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS, SURVEY ACCURACY MEETS OR EXCEEDS W. A, C 332-130-030, 2,> ALL. MONUMENTS SHOWN WERE VISITED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 3.) ADDITIONAL VERTICAL INFORMATION EXISTS IN CADD LAYERS NOT DISPLAYED ON THIS PRINTED DRAWING. TURN ALL LAYERS “’ON’ TO REVIEW TOTAL PROJECT SITE INFORMATION CONTAINED IN THE CADD VERSION. APPROVALS: CITY OF RENTON EXAMINED AND APPROVED THIS ___.. DAY OF 20 CITY OFFICAL EXAMINED AND APPROVED THIS ____. DAY OF 20 ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ____ DAY OF 20 ASSESSOR PLAN REVIEW CITY OF RENTON DEPUTY ASSESSOR ACCOUNT NUMBER FEB 0 5 2002 RECEIVED way Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. EXPIRES 7 Re EOI Fe yeh RL RECORDER’S CERTIFICATE SURVEYOR’S CERTIFICATE FILED FOR RECORD THIS _____. DAY OF 20, AT___M THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER IN BOOK OF AT PAGE AT THE REQUEST OF MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE DANNY _P._HALLIN SURVEY RECORDING ACT AT THE REQUEST oF OSWALDO_ CHOW SUBVEYER © NAME IN JULY 98— JANUARY MGR. SUPT. OF RECORDS CERTIFICATE NO. 33309 1st Way South, Suite A-212 Federal Way, WA 98003 www.paceengrs.com PH: (253) 568-6500 1-800-441-5317 FAX: (253) 568-2800 Kirkland e« Seattle « Federal Way -« Cle Elum «_ Portland CLIENT OSWALDO CHOW P.O. BOX 27470 SEATTLE, WA. 98125 proJecT SHORT PLAT/SUBDIVISION PLAN CHOW SHORT PLAT “DRAWN BY JEC SCALE 1 INCH = 40 FEET | ODWG 99852SP.DWG SHEET _1__ APPROVED DPH | DATE 1-14-02 JOB 99852.10 OF ___2 SHP-99-0F7 PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHORT PLAT/SUBDIVISION PLAN SHORT PLAT No. CITY OF RENTON LAND USE ACTION NUMBER LUA-—99—067—SHPL CITY OF RENTON LAND RECORD NUMBER LND—20-0249 HORIZONTAL CONTROL= CITY OF RENTON (NAD—83/91) MONUMENTS= CITY OF RENTON CONTROL MONUMENTS #1494 NORTHING= 167889.7364, EASTING= 1299290.7085, TOP OF 1 3/4” BRASS DISC IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE HOUSE NO. 3023, 55’ NORTH OF THE CENTERLINE OF S. 168TH STREET. #1699 NORTHING= 168758.5896, EASTING= 1299201.1844, TOP OF 1 3/4” BRASS DISK IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE DRIVEWAY TO HOUSE NO. 2819, 25’ SETBACK/BUFFER LINE MIC 1 3/4” VISITED S’LY LINE OF THE N 1/2 OF THE CONC. MONUMENT IN CASE < VISITED 7-8—98 Lea B od 0. % BRASS CAP—*— 7—8-98 S 3°39'55” E a aae2 \ 431° _ ; NE 1/4 OF THE SE 1/4 OF SEC 30 { = - 7 = S $89°29'33°E 344.38 @ (Ro 7 191.14 vi 50.01 1 50.01 T LON or a N.G.P.E an te », ; 991 SF. N = NB UNE 408 S. 33RD PL. gor iy be heotae oy" “bs 25° STEEP 6,424 SF. iS = SLOPE 10’ SANITERY “414 6 3385 PL “y ORe485.00 \ BUFFER SEWER ESM’T St . = LOT 2 pe a ay a exe, al (AF7309130497) “ky toh (6.430 S.F.) LOT 7 | N89°29°33"W ‘\ . | he © 420 S. 33RD PL. = 68 go" =i __\ |S 89°29°33"_E 171.13’ Wie at 428 6 3h PL 10’ PRIVATE A\c \ BN iS} L7_| 6 : STORM ESM’T Oyu \ od ° a ey a © wl a, \ LOT 4 5 2 : a 5 Rie "\ \ (11,510 S.F.) 2 9° ) a \ 6 os @ fig NATIVE GROWTH a\S, \ ae eee Nel . oY 8B © : 5 Peay Mk gel 26° PRIVATE STORM Wil 8p Sabo was: z SYS<7 _ __ _ ESM T_ __ A z : ~h fe) 5 00° pt EN e | slo 50.00 PUBLIC 26.09" PRIVATE ROAD cS) E \ Banasz0 Ie Wo Ot on PULITY ESM T &{STORM ESM'T a a iL 191.13 BOOS" == 20.00 “y vid = sae a Jpn E2. —, 50.01 150.01 _4 66.80 nN) 99.87 10’ PRIVATE 4 | LCL PRIVATE N89°20'49"W 357.95’ _ 30. 8’ 2 STORM ESM T. | STORM ESM’T m 20’ PUBLIC SANITARY _| ra SEWER ESM’T o \* n i | & MONUMENT AS NOTED | @ SER 1/2” REBAR & CAP LS15650 € CENTERLINE 30 N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT CURVE TABLE Pare CURVE |LENGTH}] RADIUS | DELTA de ae A" | C1 34,10 22,00} 88°48'51" Rivas Ce 35.01 22,00| 91°11'09" RECORDER'S CERTIFICATE FILED FOR RECORD THIS _____ DAY OF 20 AT___M SURVEYOR’S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER IN BOOK OF AT PAGE __ AT THE REQUEST OF MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE CITY OF RENTON CONTROL #1494 1 3/4” BRASS DISK WITH PUNCH MARK MIC 1 3/4” BRASS CAP VISITED 7—8—-98 ~ FD MIC 1” BRASS W/PUNCH IN 4x4 CONC VISITED 8-20-98 “FD MIC 1” BRASS IN_4x4 CONC VISITED 8-20-98 , S 32ND ST. MIC 1 3/4" BRASS CAF VISITED 7—8—-98 40 ie) LINE TABLE LINE LENGTH BEARING L1 26,01 NO1°50/20°E Le 20.00] N89°20'49’W L3 15.46] N89°20'49"W L4 14.55| N89°20'49"W L5 9.55 NO1°50/20°E L6é 13.00] N89°20'49’W L7 13.00] N89°20'49"W Lg 10.46 $01°50/20"W L9 26.01 N01°50’20’E L10 11.21 N64°41/25'W Lil 34.40 $10°0237"E Lte 17.98 S11°11/27E L13 26.15 $15°50/10°E Li4 8.57 $14°01/16"E L1s 6.56 $56°37'16"E L16 6.74 S48°52/24'E Li? 27.15 SAi°C7Si7E L18 10.54 NO9°27/51’E L19 2.60 $09°27'51’W L2o 15,33 S41°07'31’E Lel 16.31 $56°37'16"E Lee 17.92 $14°0116’E L23 26.77 $15°50/107E Le4 19.24 SUV e7"E Les 21,73 S$10°02’37"E L26 23,72 S64°41'25°'E L27 15.91 $58°35'22"E L28 3.86 $01°50/20"W 3 : 5 R GRAPHIC SCALE 40 80 160 ( IN FEET ) PLAN REVIEW’ 1 inch = 40 ft. MAL FEB 0% 2002 DANNY P. HALLIN SURVEYOR’S NAME IN SURVEY RECORDING ACT AT THE REQUEST oF OSWALDO CHOW JULY 98- JANUARY 20 02 MGR. SUPT. OF RECORDS CERTIFICATE NO. 15650 Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. Kirkland 33309 1st Way South, Suite A-212 PH: (253) 568-6500 Federal Way, WA 98003 1-800-441-5317 Federal Way « www.paceeng rs.com FAX: (253) 568-2800 Seattle « Cle Elum e-_ Portland CLIENT OSWALDO CHOW P.O. BOX 27470 SEATTLE, WA. 98125 PROJECT CHOW SHORT PLAT SHORT PLAT/SUBDIVISION PLAN DRAWN BY JEC SCALE 1 INCH = 40 FEET DWG 99852SP.DWG APPROVED DPH DATE 1-14-02 JOB# 99852.10 SHEET __2 SHP-99-079 PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHORT PLAT No. SHORT PLAT/SUBDIVISION PLAN LEGAL DESCRIPTIO (WASHINGTON TITLE CO. COMMITMENT NOTES NO. R221884—-1, MAR. 30, 1999) THAT PORTION OF THE SOUTH HALF OF THE NORTH 1.) THIS SURVEY WAS PERFORMED USING A 5 SECOND HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOTAL STATION. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF THE WESTERLY 2.) UNLESS OTHERWSE NOTED ALL MONUMENTS MARGIN OF COUNTY ROAD NUMBER 80 (ALSO KNOW AS SHOWN WERE VISITED DURING THE SURVEY KENT—RENTON ROAD AND TALBOT ROAD); EXCEPT THE SOUTH 534.25 FEET THEREOF; AND EXCEPT THE WEST 1381.86 FEET THEREOF. SIGHT DISTANCE FROM DRIVEWAY ENTRANCE NORTH ON TALBOT RDS SOUTH ON TALBOT RD S$ REQUIRED DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN STOPPING SIGHT DISTANCE 475.6 FEET 470, 6 FEET 400 FEET FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES 10 ENTERING SIGHT DISTANCE 669.9 FEET 783, 3 FEET 620 FEET CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1, 2, 3, 4 AND 5 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. PROPERTY OWNER JUDY LAI-HO LUI AND OSWALDO CHOW P.O. BOX 27470 SEATTLE, WASHINGTON 98125 (SIGNATURE) (DATE) (SIGNATURE) (DATE) STATE OF WASHINGTON COUNTY OF KING | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT JUDY LAI-HO LUI AND OSWALDO CHOW ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: NOTARY PUBLIC MY APPOINTMENT EXPIRES a CLIENT OSWALDO CHOW , me Qe P.O. BOX 27470 RECORDER'S CERTIFICATE SURVEYOR'S CERTIFICATE eo i q SEATTLE, WA. 98125 FILED FOR RECORD THIS DAY OF 19 AT___M THIS MAP CORRECTLY REPRESENTS 4 SURVEY MADE BY ME OR UNDER ~ ind A LLI N (a4 A S pe) O C I A TE ‘ep i. N C | pre J DANNY. P._HALLIN SURVEY RECORDING ACT AT THE REQUEST of OSWALDO_ CHOW oy 31218 Pacific Hwy. So. Suite ‘N’ CHOW SHORT PLAT SURVEYOR’S NAME IN JULY — FEBRUARY 19 98—99 . <a ee 5 7 JEC | SCALE 1 INCH = 40 FEET | DWG 98031.DWG SHEET _4 _ e 253-941-5404 1-800-441-5317 MGR. SUPT. OF RECORDS CERTIFICATE NO, __19650 APPROVED DPH | DATE 4~15~99 JOB# 98031 OF 2 SRP-T7-0 779 “( g a t e ‘ Me °, 1.61 Ac. Sam Younker 42 1 . 4 9 5.64 Ac Cs) (4) SP 113-77 105 4 m - - - < - " % 203 19 40 1 1 BBR (a) SP 213-78 fe ° s L. Divelbiss, M.D. @ : Charle ae i 12.45Ac CIN 2, P Cag SQRP 34 aie RENTON, LIM : "Frederickson 421 86t Pr e s b e t e r y Is t Pr e s b e t e of Re n t o n “164TH ~~" ar ) > = a } . 70 . 3 0 T7 5 3 0 7 8 n | M 7 , NY i 1 I | dd | ee ere Be Seam: | 3 | 22g E@ae ™ ; 2241S 127416 en Pe: = ; Fe a | re 9 ; P* | 7st! ays 6 Pio f S es: Woes V\ S faye Vo 73] 2 sy fas : -SF- =/ 1) Re i ; eel ma roa 10 pobre ' See) ae 276) I 126, ps caninto I al» feo e AR Reine oo t= | | 29TH 142. 277.64 _— " besarr 117 ui <a \ 106 7OW [ 8 ~a Ait r of in 7g) S| HEP ae — a ‘Rane aT 743) | Bu shana leche gs, shes O 5 oc Pay 1 me > oc a 60 cae a er rae tae ers 5 = EO eens aa Salles : AOR ag i Racocnsee alae oy meen FN ee ee ee = hs at ONAL . me id “tama e/a a Deg es < , Fee rs ees Sa t ‘ Be ee ¥ me Mie es w E | - & ; > Pay q, [a n lt & Of = pag lJ a me —) mt Lumber Market iO ao |” 1.60 Ac. wv Z - 2 S| F 40713 = = oi 8375 (Jp) 8 oa = 0.93 Ac S. 28TH PL. sc ie “5 5 S @) (1) Toor] 6833 JR & James L Hawk i “s SE OS4-77. une > b a 0.7 zefs_] m4 i Cc 3 (25) iS 2 = 4148t 4 oO Ald Ac +. cme jon B Q) BAG Ac J. M. Hawkins ais 042 Ac on SO [SS So) } or © 400 é “ uae i. “| i = el “ ae $ Sam Younker i C.W. Reeves 24l Ac “Ap Ls TRACT “A” | EE QO pat | = i FRINTAGE ROLO xR HHA. Hastings of [E & ) q : 7 Hastings ‘ i h 7° foeq 5.80.Ac. ff: ; 624 Ac. ; Oo tf Eos 3 j 30: 68. pees ¥ eee win 23-5 q Rt ; R597 I3 to 5. N q “ 1 h ce y a: 3s Norman Gilmore q ’ (4) Xn h led YZ 200 P . Z 24 wy 327Ac q } 2°32 pe] Yack K. Eastey = 8 0.46 Ac. OS an eT = 6? ‘ J SP 197-78 4g fa 98 “VACA = & . SERRE YOO nt : : = 17) 7 a4 Be ae «ew q 5 6 | @ ¢ : : 8 “te 15 | 4) & Pete & Delores t ah J l>le oq in TRACT 8 ‘ Progressive ||lnvestment Co 50 [so sheet 2 open © fs & Laie = SPACE. RQ 3330 a rhe Ee, oot of GOS ae S.BARS7/705 | — ST tL laser sim |sser | «05s 144 62 7 J ite 726 i — . a 2 O5Ac se Y, ie ba : Fad A uc Fadden .\\) 5165 78/839 Misi 4) 2 | 33 Q me 0 “., J. V. Farrell EF | Ac 4 ‘ & = 7 R. McFadden re a -7 % 3 44 @s PV. Paul V Furst Chure+\ of The _Negpsene} | 4 (3) 4 qeny, "Sy John V. Farrell va Fh remeters e M.A TA ener Werner 8 ; %, Sh is Le ane nda] tae Ce} 029 Bi VACANT |__ asset =e Pa . Nakanishi ~ Whitaker = oe 78 Ac. 116 Ac. , ( =a yg ae SZ O . @ | |® : . (2) act (2) 3 R- © o% oir? 39 Z! a ‘ ok n& oot o fae] ST Ac. 2 ene to Ne —— el Emilio Pilerotti @) aa % P , VAT 5.06 Ac. (1) 313 Ac.3 (23) | SP. 275022 R i, - 658,95 = t 337 —" rite > . . wf * < | ae on Herbert ‘ to Thomas M. He JF i; R-10 > ' 974AC | G9) 1285.85 | nes ae ant ee ee 403,10 | Io SP. 014-81 l EI. | totes <q jé (3) g } Charles L. Divelbiss K |O Wi § Howard ¥ [2 Hawkins ra im 5 | 9.15 AC. 2 s; @ 1230.60° igs en Ts. pes gn : Charles kk Divelbiss M. 0. [ee a 1.60 AC. “ © a oO , @ 322° Henry Herrl / . YY. Pp RATE 14. 6* as Gk pe ‘ et ee 3 L&E Invest Co. ea REVISION | m e t s ‘ N E I G H B O R H O O D D E T A I L M A P — “C H O W SH O R T PL A T CI T Y OF RE N T O N ~ Ba REVISIONS: A PORTION of the NE. 1/4, SE. 1/4, SECTION 30, TOWNSHIP 25 N, RANGE 3 E,, WM. ) ee cee RORD 45. ps A a5 PROPOSED GRAPE r 5 ra SY é oe ; \ a a Tag ee N Ca Sore é S 32 D S die @ 5% fa va Wy 3 5 | . S 1 BS } 18° 2 : 8 a 3 ih & g ~— = ; | 3 Hy oy oe ee 7 2% : | : : TT o o 19 pS ronnncn S D 6 ) 7 si ®O a7 i SUM sam oe ae We n88 : ae if ic a : ge a ee z * S88 ASPHALT WEDGE CURB s fee. Gs = : N.T.S. ° 5 _ 1S aa 8 2+le Zt0o +50 |400 O150 ©+30 tk O+00 nl = ee PRIVATE. ROAD PROFILE ose s p LE! \ Is 20" HORe. ‘im eee = es 3 \) a We" is 5 3 Gs * i ae ww d a 3 a cL 2 W in 4H 2) Fe 3 ") & ¢ @ 2 Fl Med _ 18” o | WEDGE CURB (SEE ABOVE) IM= 100.01’ 5:3: aE Sa wee : ; ° z 4 ie si xe hs Rte aaa . | “ oe ; —— —@ ( |; DEBRIS 2” CLASS "B” ASPHALT CONCRETE 1 \o : : ¥ 4 A $ : 2” COMPACTED DEPTH OF WETLAND) Bol CRUSHED SURFACING TOP COURSE | p--—*—45 — 4" COMPACTED DEPTH : h— 5'\PSETBACK \ | CRUSHED SURFACING BASE COUR GRAVEL BASE. MAY BE REQUIRED 3 \ 3 Sey \ » TYPICAL CROSS SECTION — PRIVATE ACCESS RD. EO LONG Grass- __\ LINED BIOFILTRAnOW OWALE.. EX P I R E S : 3/ 1 / 2 0 0 0 " = Vis meeenuunneneenenceeuceneeee coun ene mees.seerees SSS ees ess eee eT eee ee retary ee eae tht a: eS ree Sere: . ° . 2 @ ese : . Sy PS a eee ‘ete Y GE N , UT I L I T I E S PL A N , DR A I N A G E CO N T R O GR A D I N G PL A N , PR O F I L E S AN D TR E E PL A N aes OE ade . Sewer CH O W SH O R T PL A T 33 0 3 TA L B O T RO A D S. F ) Roa, ‘ PROPOSED (3m 20 ASPH o 1 Comm PR PANE. MENT. . 2 > (ep) U WS 5 > i peat PR O J E C T : A N M Y S L N S O L N A — \2e' WIDE FRINA ORD € STORM @ BL TILTN EASENME 8 | ¥0 l 98 1 2 5 P. O . BO X 27 4 7 0 SE A T T L E , WA . Ph o n e : (2 0 6 ) 36 1 - 8 4 7 8 CN a CN fo OS W A L D O CH O W AP P L I C A N T : 30 0 15 30 60 120 \ - : DATE: 4/99 a a , ! SSMH_RIM= 63.41’ | . . : IE N= 57.8 3 3 SCALE: 1” = 30° 1 ie ur y IE S= 57.7" ey ' (EBS) 579 - Way Oeaage is Ne ‘DESIGN BY: (JJ /DH OPS ee T pRwn. By: _ DH/Jd % of \O* ia AB wag angel > a AL! AE. BY: duel SDMH_RIM= 97.27’ Wr wll ne @) ie N= 93.6 Ck IE E= 93.5" mam ea IE S= 93.4’ SHERT 0 es SH P-99-079 ae GRAPHIC SCALE | x SHORT PLAT No. LEGEND PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, os MONUMENT AS NOTED @ PROPERTY CORNER g CENTERLINE WE T L A N D S TOPOGRAPHIC SURVEY TOP. F= 82 . 6 5 ’ 82 . 0 3 ’ _. GA R A G E P/ F EX I S T I N G HO U S E F / if | HORIZONTAL CONTROL= CITY OF RENTON (NAD—83/91) ELEVATION DATUM= CITY OF RENTON (NAVD-—88) MONUMENTS= CITY OF RENTON CONTROL MONUMENTS #1494 NORTHING= 167889.7364, EASTING= 1299290.7085, TOP OF 1 3/4” BRASS DISC IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE HOUSE NO. 3023, 55’ NORTH OF THE CENTERLINE OF S. 168TH STREET. ELEVATION= 99.478’ #1699 NORTHING= 168758.5896, EASTING= 1299201.1844, TOP OF 1 3/4” BRASS DISK IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE DRIVEWAY TO HOUSE NO. 2819, ELEVATION= 99.337’ OZ re ) a N 9°20°49"W 357.95’ ioe) g 8 \ \ tS CT 30 | 30 W.M. CI T Y OF RE N T O N GRAPHIC SCALE 80 160 ( IN FEET ) Jt inch = 40 ft. 31218 Pacific Hwy. So. Federal Way WA 980038 £58-941-5404 HALLIN & ASSOCIATES, Land Surveyors —— GPS Consultants Suite ‘N’ 1-800-441-5317 CLIENT OSWALDO CHOW P.O. BOX 27470 INC. SEATTLE, WA. 98125 PROJECT TOPOGRAPHIC SURVEY CHOW SHORT PLAT DRAWN BY SEC SCALE 1 INCH = 40 FEET | DWG 98031.DWG APPROVED DPH | DATE 4-15-99 JOB# 98031 Qii dl Gea SHORT PLAT No. CI T Y OF RE N T O N LEGEND ~s MONUMENT AS NOTED @ PROPERTY CORNER AS NOTED CENTERLINE MAPLE TREE CHESTNUT TREE CONIFER TREE * 2 COTTONWOOD TREE “se ff APPLE TREE CHERRY TREE UTILITY POLE MAIL BOX GAS METER GUY POLE TELEPHONE RISER WATER METER CLEAN OUT GUY ANCHOR ROCK WALL PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP SHORT PLAT/SUBDIVISION PLAN ey De ) LY : fy, _ et O& i Ge Z Ms WE T L A N D S SANITARY SEWER MANHOLE STORM DRAIN MANHOLE RECORDER’S CERTIFICATE FILED FOR RECORD THIS IN BOOK OF AT PAGE DANNY P. HALLIN LL RT ape ae <4 CALC PC \ S'LY LINE OK 7HE N 1 NE 1/4 OF THE \ , Q leu) » SE 1/4\0F SEC \\ AN, | —— KY GRAPHIC SCALE 40 ie) 20 DAY OF 19 AT. M AT THE REQUEST OF SURVEYOR’S NAME MGR. SUPT. OF RECORDS 80 160 ( IN FEET ) 1 inch = 40 ft. Zz ” \ = ef ey oe ps a2 OX = | f\ Swi an All RS = Wy te wn Ee 2” SS = F f He 5 ig 5 \ S-ThOL VERY a 4 2B-OB- 7 *0-t ma tet 664% a 5 = 4 Wa) \ 20’ SETBACK —/N 9°20'49"W 357.957 2 4 Z\\o LS15650 He | & oll: i dob | SET REBAR & CAP NA| | ZI Im 1] LS15650 o 19 a ~ ey SEE \|RO DETAIL > Z Uv o S = | © " = | \ 2/)\8 \ | | Ny o = e Oo Avs = fe} g e | 2 N ( C)} I \ \ \ \ | | CURVE TABLE CURVE |LENGTH| RADIUS | DELTA Cl 34.10 22.00 | 88°48’51" Ce 35.01 22.00} 91°11'09" 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 OSWALDO CHOW IN JULY — FEBRUARY 19 98-99 CERTIFICATE NO. 15650 ! “\__FD MIC 1” BRASS IN 4x4 CONC 23 NORTH, RANGE 5 EAST, W.M. q ENGINEER: JAEGER ENGINEERING 9419 SOUTH 204TH PLACE KENT, WA. 98031 ICATED TO PHONE NO. (253) 850-0934 FAX NO. (253) 850-0155 LINE TABLE LINE LENGTH BEARING IM= 100.01’ Ll 26.01 NO1°50’20°E 5.3 ° 4 # DEBRIS Le 20.00 N89°20'49*W 20’ ET SEEN L3 15.46 N89°20/49’W SETBAG A dpe L4 14.55] _N89°20'49*W an en i LS 9,55 NO1°50’207E =f L6 13,00 N89°20/49’°W R _ L7 13.00 N89°20'49°W L8| 10.46 $01°50’20'W HORIZONTAL CONTROL= CITY OF RENTON (NAD—83/91) ELEVATION DATUM= CITY OF RENTON (NAVD—88) MONUMENTS= CITY OF RENTON CONTROL MONUMENTS #1494 NORTHING= 167889.7364, EASTING= 1299290.7085, TOP OF 1 3/4” BRASS DISC IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE HOUSE NO. 3023, 55’ NORTH OF THE CENTERLINE OF S. 168TH STREET. ELEVATION= 99.478° #1699 NORTHING= 168758.5896, EASTING= 1299201.1844, TOP OF 1 3/4” BRASS DISK IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE DRIVEWAY TO HOUSE NO. 2819, ELEVATION= 99.337’ SHORT PLAT LEGEND TOTAL AREA: 1.04 ACRES— 45,135t SQ. FT. PROPOSED NUMBER OF LOTS: 5 PROPOSED AREA LOT 1: 7,730 SQ FT LOT 2: 6,430 SQ FT LOT 3: 6,424 SQ FT LOT 4: 11,530 SQ FT LOT 53: 13,021 SQ FT AREA EXIST. BUILDINGS: 2,005 SQFT AREA OF LAND IN STREET: 4,671 SQ.FT. PERCENTAGE OF LAND IN STREET: 10.3% ZONING IS RESIDENTIAL-8 DU/AC (R-8) . fei Eu Moyer Sy =e ODN ene oe. oe eee y y t SCE CNY Fo \y Sy ed 1 Ai m e e ad Progressive |Investment Co = ‘ee Ur) 3 10 89Ac “\ + %, ¥ Br ® \ Ware t\g reat na n Cla 222. 7 (4) z i SRV +18 | 22 shea) TE E2, fo i ~ OAc sa 1 Th : é ; | —F 3) ce Facaen YE ’ : % ebeVerre ett e eee I WA rs By » a Whilaker (eo org Nee eel J een ed oe € VICINITY MAP sien a HALLIN & ASSOCIATES, INC. Land Surveyors —~— GPS Consultants 31218 Pacific Hwy. So. Suite ‘N’ Federal Way WA 98003 253-941-5404 1-800-441-5317 N. T. Ss. a CLIENT OSWALDO CHOW P.O. BOX 27470. SEATTLE, WA. 98125 PROJECT SHORT PLAT/SUBDIVISION PLAN CHOW SHORT PLAT DRAWN BY JEG SCALE 1 INCH = 40 FEET | ODWG 98031.DWG SHEET _1__. APPROVED DPH DATE 4-15-99 JOB# 98031 OF ___ 2 qd ~GG-0 79 SHORT PLAT No. ROAD SHORT PLAT/SUBDIVISION PLAN DETAIL ie ) Co re n e [e ) 4 \, O rep) \ Oo a > SSMH_RIN= 70\05' IE N= 61g" IE Se 61.7% ET/REBAR | &| CAP cee LS665 (233° 1 CALC PC \\\ oO les) S'LY LINE O N 4 OF TH ( IN FEET ) 1 inch = 40 ft. 5 \ 5 o \ nr ae 9 ov o— s a l t IW KING\ COUNTY sa e mn RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF 19 AT___M IN BOOK OF AT PAGE __ OAT THE REQUEST OF DANNY P. HALLIN SURVEYOR’S NAME MGR. SUPT. OF RECORDS 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 OSWALDO CHOW CERTIFICATE NO. 15650 INy¢4x4: CONC q SF eax? ' eR) 22:8 © Rol Sz \ = OnF\ BY a? a 2’\DEDICATED TO * . in : “pp Mic 2 BR O ALIO PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. HORIZONTAL CONTROL= CITY OF RENTON (NAD—83/91) ELEVATION DATUM= CITY OF RENTON (NAVD—88) MONUMENTS= CITY OF RENTON CONTROL MONUMENTS #1494 NORTHING= 167889.7364, EASTING= 1299290.7085, TOP OF 1 3/4” BRASS DISC IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE HOUSE NO. 3023, 55° NORTH OF THE CENTERLINE OF S. 168TH STREET. ELEVATION= 99.478’ #1699 NORTHING= 168758.5896, EASTING= 1299201.1844, TOP OF 1 3/4” BRASS DISK IN CONCRETE MONUMENT IN CASE IN CENTERLINE OF TALBOT ROAD, OPPOSITE DRIVEWAY TO HOUSE NO. ELEVATION= 99.337’ T PLAT LEGEND 1.04 ACRES— 45,135t SQ. FT. P&OPOSED NUMBER OF LOTS: 5 OPOSED AREA LOT 1: 7,730 SQ FT LOT 2: 6,430 SQ FT” LOT 3: 6,424 SQ FT LOT 4: 11,530 SQ FT LOT 5: 13,021 SQ FT AREA EXIST. BUILDINGS: 2,005 SQFT AREA OF LAND IN STREET: 4,671 SQ.FT. PERCENTAGE OF LAND IN STREET: 10.3% ZONING IS RESIDENTIAL—8 DU/AC (R-8) ENGINEER: JAEGER ENGINEERING 9419 SOUTH 204TH PLACE KENT, WA. 98031 PHONE NO. (253) 850-0934 FAX NO. (253) 850-0155 al LINE TABLE LINE LENGTH BEARING Ll 26.01 NO1°50’20°E L2 20,00] _N89°20'49"W L3 15.46 __N89°20’49"W L4 1455] N@9°20'49°W L5 3.55 NO1°50’207E L6 13.00| _N89°20'49"W L7 13,00 N89°20/49°W L8| 10.46] S01°50'20"°W RO S E OS RE a) a Eu thayer ‘nd teil anette ---- eae (4) 1 ott es | | 1 Progressive SA Ac. Howerd leiana 32h 5 Wilson G dave pS. ST ba TT Ww THE fi f NE 1/4 OF THE SE 1/4\OF SEC Ser ke = \ ‘ ot deal TOE \ TOP LSiS650 \z IMs, 100.01 aa | DEBRIS 5 a eos a ——-A 0.01 20’ is a f ET SEEN oe) 24.3 30 ! SETBAG sy = ! fc ld fee] <=> Ss a =_—_— oOo or-- — os \ L § a3. . ») | St 7 | L=34.49 \ MIC 1” \BRASS a el af O23 Pe [| [~~ seveac \! gets 14” | | aoe = | i | IN 4x cone \ alten oN wie. Y \ i ° | ne an \ a 6.31 S ows i ee ae fl | } PA i \ 4 o\\“"i0 SANIRARRS ries I | LOT 3.1 \ Sef REBAR & sar it | ) \ \ * e ASEMEN 4.B{ Quan (| 6,424 SF.) | BB -\. | uSps65o | poof | ff 7309 jue S \ a Zi, = i S| I fs\ LOT 2 | il\ - aap | : = —_—\— 7 | i ONG, a m\ ° | 5 | LEGEND BUSA ON A) ane * | | N | co ¥ Es L. 26. Lm le — | /! = MONUMENT AS NOTED ; \ CK BO SF. F6 LD 2 Cy fe S \|53 2" “3 2Nc eo P= een @® PROPERTY CORNER a F 75 a an ; 3 = = \ a w Bi » | CENTERLINE = \ S\N ES / UTILITY EAS@MENT \ > 2 Il UL | € ; | = 7 7 t 7? tt { Ld ‘ ] lO | '? MAPLE TREE = 3 20'S ] By . ‘ sie NA | i | SET REBAR & CaP SA] | ln Zi im | fas CHESTNUT TREE | | LS15650 © allo \ i \ = — ) oe CONIFER TREE SEE ROAD DETAIL \ 2 alg | NY \ \ S | \ M2 COTTONWOOD TREE KS \ | | | AMS \ | | ae APPLE TREE \ \ \ \ 2 a e \ re) Gga CHERRY TREE tS D g * \ b = TQ> UTILITY POLE © \ \ \ \ | ; MAIL BOX | \ \ \ \ HD GAS METER 0 3 0 (S) SANITARY SEWER MANHOLE 3 (0) STORM DRAIN MANHOLE CURVE TABLE “D suY POLE GRAPHIC SCALE CURVE [LENGTH] RADIUS | DELTA goa 5 TELEPHONE RISER 40 . 20 a0 20 160 Ci 34.10 22,00/88°48’S/" AN WATER METER l l i a, @ CLEAN OUT ce 35.01 22.00| 91°11’09 eget Lt Wi — 3 GUY ANCHOR oom ROCK WALL VICINITY MAP N. TS. IN 31218 Pacific Hwy. So. Suite ‘N’ Federal Way WA 98003 253-941-5404 i—-600—441-6a17 HALLIN & ASSOCIATES, INC. Land Surveyors —— GPS Consultants — OSWALDO CHOW P.0. BOX 27470 SEATTLE, WA. 98125 PROJECT SHORT PLAT/SUBDIVISION PLAN CHOW SHORT PLAT DRAWN BY JEC SCALE 1 INCH = 40 FEET | DWG 98031.DWG SHEET 1 _. APPROVED PH DATE 4-15-99 JOB# 98031 OF A. ayp-99-0779 EKA SIT #3 REY ISION whoo - S. 26TH CF. ty > bal a& & Bo) oy Iz a Q SAN 4 seman ew TRACT ARIS 03 el & {64TH . Sr 38509 : a. ae = \ 3122 al lis Lumber Market TR. "8" if 4 Offs i a me KINA GL | 90 8 ee \ 3678] Sh eh Be 212) s v 5 S V8 a B (e) (2) : a 40713! ul > 0.93 Ac = 3 : @) (1) JR & James L Hawk 3 S.P 054-77 41054: F g Dil za Fe i E@) fs] = bs 4148 [9 9) = io) 3 ABAc a: 2 RADIO STATION bal “HRENS Baer J.M. Hawkins ets O42Ac, (30) eer all ; . 2 ee Lg} 2100/08 94 29TH « ST. 2 A | : 8 Sam Younker . mee, 9 3 SE 166TH Vit ed & TRACT "A" a) OI F m4 § wt 8 ; i fa ee ? ‘| @ 30TH CTE | o q mM SS H.H. A. Hastir } 8 al oTe & : Hastings : ; Hastings ; 25 ‘ a ce 3 : 4 5 - eee aa %, | a P q SP279037 | (5). fioeq 5.80 Ac. f q i 2 8D S| 1 oa q 5 +4 3 bb) 28, a 33 34 0/8 35 a 80 § N 3 wks \ “- ‘ : a Y |. 44e 0 Re EY neeneetnery sn nhantnceentintec: sae a re wee A ee eee ee CUE ON la ET Oe Utd] lal dle Um CU NN Og ar SO ee see SS LN bd Norman Gilmore . 1. 4) N “h Ye - ; 3 200 ‘ y 327Ac . f : iS 0.46 Ac. : ; 6 ‘ } SP 197-78 q 569.15 100 aint R ae : "he * . So ai ; co : F J , 5 ‘ig | @ é eo 4 ¢ : 4 0 Mall a fy P % Pete & Delores Koh} . are ; i hj “s “< 5 Qi4 = = : y R 7 I} Progressive Investment Co : ‘a 51 " a: ae) > 6 a\ ass an 202 of uf Fe m es 16 ™) : x c s te P) 4 F a c —ed 49, 3) x a ' 5 a ¥ , > » » < 535 os v Neaae 3 ‘. rs ( 7 TK . } , q ie . thee, HP ben iS J fio SPARS 77051 Le TRE™VTRIC S| 3a48 S 2 “> a wc |S | a ifs] 6 ne a ue £6.10-F 50° TS — - : oa, 3 Pre Fr a aoe ee he 44 62 P Me SWS See se)! a =: Se | i Ve <acrvei OY GOUMNROIOIIN) (UII eae een cee ) 116 a] ef 2 P ia * Sf ot 64) sp Ge mT) a ; { . d 4 Y s"164 78 e3lo Bios 1" ot %S IVE i — 43560 AS es | as | : - my aA R-& R 3 $ = om . Vv. Farre — - a i704} R. McFadden Gn 4 . - L - +0 P. V. | Paul V. First Chureay cot he Naz ene 4 (3) 3 ia John V Farrell Fatt a. aa ner Werner , j ie wee tices « MA IAc.) dad | i VACANT are simian [8 ae » Nakanishi Whitaker 78 Ac. | 6 Ac ® "Gy \ a ars 2rTl---- 12.96 4 4 ete - | y ; 236 Ne Sze wateke | @ @ | it Soawiniet Se ae See ee | 3 4 “| oF : [1 ea = | iS, ms ; (2) | a. <é ,08 (2) *| -_© - | wt quer 3 R @ Ot & 2 ; ab ott? 9 [sare SP 77127 . a Sci, a I | oO | or 345 — : & {aura M. Stoops @ 60 : p x Emilio Pilerotti he ad} Lf a ) £0 ' See VACANT . all Ci “10 , ram ¢ 5.06 Ac ~ Y ar red Komiski 313 Ac ‘| (23) =i i) a SP 275022 R S / mae a’ (the ° DUPLEXES . fo) [joe i 4. g ” ; | it [ ] \\ Cry’ | © tovitt & Emerson S Wilson ee NE I G H B O R H O O D DE T A I L MA P R © 346+ B! — | Se 1 @) ive 405 tJ ‘ - Go n| 7 7 } is Ie is - Herbert 1 1 *, Us Thomas M. He i) i a ¥ 5, Is = \O i ; i > 2034 ae : i. | sree . i . £@) G3) hy il e 493.10 €o) - S.P. 014-81 < Charles | Divelbiss K-10 a iJ eharies LB 6. "@) Srey oi soe =f ad “—.s : , OF RE NLA Ning eTastT Pry: 4 € : , i N | V/ pa ONG Poh AY) Reece] | ne (4) VED 14'S 99 ra saz | (" = 200 p —sietnngied ie DRAWN J aad B ipa / Lanai Sam Younker | is3ed Frederickson : z i i JOR 2 «1.61 Ac. | : (6 an et degen I, ™ ie AEs meee es bod ” COS . / 7s ‘ 00 . as Charles L. Divelb!ss, AD. a Henry Herrick j eames Wh an ee ‘ art 436Ac. “. enry n } aol 1 80 |: w 1,60 AC. / B55 | it ; 0.75 Ac. ' ae . @® 8 @ “8 Re eel te 204... ae @2) 2 ’ ts G2) \\ r ‘4 a i? LY tae CIN iL | % a - ps i _« | PAT oR PORATE sree: . me ts ee ne eee commen = ee nals mem . wn ta sai ge MENON wattle ro ri en * a 1 oe L. , # oe Om agar PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHORT PLAT No. CITY OF RENTON LAND USE ACTION NUMBER LUA-—99-—079—SHPL CITY OF RENTON LAND RECORD NUMBER LND-—20-—0249 SHORT PLAT/SUBDIVISION PLAN LEGAL DESCRIPTIO DECLARATION OF COVENANT: (WASHINGTON TITLE CO. SHORT PLAT CERTIFICATE NO. R221884, SEP. 19, 2001 UPDATED APR. 01, 2002) THE OWNER OF LAND EMBRACED WITHIN THIS SHORT THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF THE WESTERLY MARGIN OF COUNTY ROAD NUMBER 80 (ALSO KNOWN AS KENT—RENTON ROAD AND TALBOT ROAD); EXCEPT THE SOUTH 534.25 FEET THEREOF; AND EXCEPT THE WEST 1381.86 FEET THEREOF. DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER OF INTEREST IN THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. Sher Je S32 / (DATE) OSWALDO CHOW YANWIN, LLL.C. A WASHINGTON LIMITED LIABILITY COMIANY ACKNOWLEDGMENTS: STATE OF WASHINGTON COUNTY OF KING | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EWDENCE THAT OSWALDO CHOW IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE GENERAL MANAGER OF YANWIN, L.LC. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: -22Z- DANNY P. HALLIN NOTARY PUBLIC WASHINGTON SATE RSSION EXPIRES APRIL 18, 2003 NOTARY PUBLIC MY APPOINTMENT EXPIRES d. [8- 2003 PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1, 2, 3, 4 AND 5 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT |S PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. NATIVE GROWTH PROTECTION EASEMENT THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) ON THIS SHORT PLAT IDENTIFIES THE STEEP SLOPES. THe CREATION OF THE EASEMENT CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WTHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VSUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WTHIN THE EASEMENT AREA. THE VEGETATION WITH THE EASEMENT AREA MAY NOT BE CUT, PRUNED COVERED BY FILL, REMOVED OR DAMAGED WTHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY CF RENTON, PROVIDED HOWEVER, THAT THE OWNERS OF UNDERLYING PROFLRTY MAY INSTALL LANDSCAPING. THE RIGHT OF ENTRY HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. PRIVATE USE AND MAINTENANCE AGREEMENT ALL MAINTENANCE, REPAIR AND/OR THE REBUILDING OF THE PRIVATE ROADS OR EASEMENT ROADS DESCRIBED IN THIS SUBDIVSION SHALL BE BORNE BY THE “USING” OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFORE AND THEIR HEIRS, ASSIGNS OR SUCCESSORS. UNTIL SUCH TIME AS THE EASEMENT, AS DESCRIBED ON THE MAP PAGE HEREIN, !S PUBLICLY MAINTAINED, MAINTENANCE COSTS SHALL BE DIVIDED EQUALLY AMONG “USING” OWNERSHIPS, THEIRS HEIRS, SUCCESSORS AND ASSIGNS BENEFITED BY SAID EASEMENT, EXCEPT THAT REPAIR COSTS CAUSED BY ABOVE NORMAL USE BY ONE USING PARTY (SUCH AS THAT CREATED BY EQUIPMENT USED IN CONSTRUCTION) SHALL BE BORNE BY THE CAUSING USER. A MAJORITY VOTE OF THE “USING OWNERSHIPS SHALL BE REQUIRED TO APPROVE MAINTENANCE COSTS WITH AN ALLOCATION OF ONE VOTE PER “USING” PROPERTY OWNER. PRO—RATED MAINTENANCE COSTS SHALL BE A LIEN AGAINST EACH RESPECTIVE PROPERTY. OWNERS WHO REFUSE TO PAY SUCH COSTS WITHIN 45 DAYS FROM THE TIME OF DUE NOTICE, SHALL BE LIABLE FOR COSTS OF SUIT, INCLUDING REASONABLE ATTORNEY'S FEES, IN ADDITION TO THE LIEN AMOUNT. (“USING” OWNERSHIP IS DEFINED AS ONE THAT CAUSES MORE THAN OCCASIONAL USE OF THE ROAD). ANY SUCH PRIVATE ROAD OR EASEMENT ROAD WLLL BE SUBJECT TO THE FUTURE RIGHT OF THE GRANTOR, HIS SUCCESSORS OR ASSIGNS AND OF ANY UTILITY COMPANY, PUBLIC OR PRIVATE, TO INSTALL OR LAY OR CAUSE TO INSTALL OR LAY UTILITY IMPROVEMENTS AND THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSES OF MAINTAINING SAID UTILITIES OR APPURTENANCES THERETO OVER, UNDER OR ACROSS A DESCRIBED PORTION OF SUCH ROADS OR EASEMENTS ROADS. THE AFORESAID EASEMENTS SHALL BE DEEMED TO BE COVENANTS RUNNING WITH THE LAND AND BINDING UPON THE PARTIES HEREIN, THEIR HEIRS, SUCCESSORS AND ASSIGNS. DRIVEWAY RESTRICTION THE DRIVEWAY ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE STREET AND LOT 1 IS RESTRICTED FROM HAVING A SEPARATE DRIVEWAY ACCESSING ONTO TALBOT ROAD SOUTH. NOTES: 1.) A 5S’ LEITZ SET 4 TOTAL STATION WAS USED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS. SURVEY ACCURACY MEETS OR EXCEEDS W. A.C 332-130-030. 2.) ALL MONUMENTS SHOWN WERE VISITED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 3.> ADDITIONAL VERTICAL INFORMATION EXISTS IN CADD LAYERS NOT DISPLAYED ON THIS PRINTED DRAWING. TURN ALL LAYERS ‘ON’ TO REVIEW TOTAL PROJECT SITE INFORMATION CONTAINED IN THE CADD VERSION. APPROVALS: CITY OF RENTON EXAMINED AND APPROVED THIS [em DAY oo MAY 2002 Y, (AUREL b WALES ADMINISTRATOR, OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS 2002. _ EXAMINED AND APPROVED THIS | 2 DAY OF Hoy Seat Nalble. ASSESSQR DEPUTY ASSESSOR xecount human CO2SO5-9O68 SHP- 9-O%F — Se ee mt ee CONFORMED COPY 20020520900001 CITY OF RENTON SPM 60.00 = PAGE 001 08/20/2002 12:14 KING COUNTY, WA (EST OF 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 OSWALDO CHOW aa Engineering Planning JULY 98— APRIL Surveying Penhallegon Associates Consulting Engineers, Inc. OSWALDO CHOW CLIENT P.O. BOX 27470 SEATTLE, WA. 98125 PROJECT SHORT PLAT/SUBDIVISION PLAN CHOW SHORT PLAT 33309 1st Way South, Suite A-212 Federal Way, WA 98003 CERTIFICATE NO. PH: (253) 568-6500 1-800-441-5317 Kirkland ° ° Federal Way «+ PIRES: 5-19-2002 NSGESSSSSSSSSSSNSRLEZZ222222 22220 Sealile wie Liissii www.paceengrs.com FAX: (253) 568-2800 ® Mol tiaid DRAWN BY Jec | SCALE 1 INCH = 40 FEET | DWG 99852SP.DWG APPROVED DPPH DATE 3-22-02 JOB# 99852.10 OF PORTION OF NE 1/4 OF SE 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHORT PLAT/SUBDIVISION PLAN SHORT PLAT No. CITY OF RENTON LAND USE ACTION NUMBER LUA—99-—079—SHPL CITY OF RENTON LAND RECORD NUMBER LND—20—0249 UN P L A T T E D 12 7 . 9 3 ’ ~~ CITY OF RENTON CONTROL #1494 CONC. MONUMENT IN CASE 1 3/4" BRASS DISK WTH PUNCH MARK VISITED 7—8-98 10’ PRIVATE STORM ESM’T LEGEND & MONUMENT AS NOTED @® SET 1/2” REBAR & C € CENTERLINE N.G.P.E. NATIVE GROWTH PROTECTION EASEMENT MIC_1 3/4” BRASS CAP MIC 13/4" BRA LINE TABLE LINE LENGTH BEARING MIC 1 3/4” BRASS CAP VISITED 7—-8-98 Ll e6.01 NO1°S0'20°E Wie-+ aver BABE tape! Le 20,00/ _N89*20'49*W HORIZONTAL CONTROL= CITY OF RENTON (NAD-83/91) MSITED 7—8-98 L3 15.46] N89*%20'49"W MONUMENTS= CITY OF RENTON CONTROL MONUMENTS =u adele ee ee #1494 NORTHING= 167889.7364, EASTING= LS 9.99 NO1°S0’20°E 1299290.7085, TOP OF 1 3/4” BRASS DISC IN L6 13.00 N89°20'49‘W CONCRETE MONUMENT IN CASE IN CENTERLINE OF eon aee TALBOT ROAD, OPPOSITE HOUSE NO. 3023, 55’ NORTH mA ae LEMS, W OF THE CENTERLINE OF S. 168TH STREET. L8 10.46 $01°50’20“W #1699 NORTHING= 168758.5896, EASTING= ae 38:39 NO1*S0’e0"E 1299201.1844, TOP OF 1 3/4” BRASS DISK IN L10 11.21 N64°41/25'W CONCRETE MONUMENT IN CASE IN CENTERLINE OF Lit ona R78 TALBOT ROAD, OPPOSITE DRIVEWAY TO HOUSE NO. cE 34.40 S10°0e"37"E 2819, 17.98 S11°1127“E L13 2615 $15°50’10°E L14 8.57 S$14°01/16E LIS 6.56 $56°3716E L1G 6.74| S$48°52/24"F L17 27.15 $41°07/31E L18 10.54 NO9°27'51"E L19 2.60 S09°%27'S1’W Leo 15.33 S41°07/31°E se Grace four ime 42 UNPLATIED L21 16.31] $56°37'16"E ae S'LY LINE OF THE N 1/2 OF THE | Lee 17.92 S14°01/16'E < 76.23 461’ gogmgigute cas yr HE 8 he SE Or ee ie L23 26.77 Sip e0"40'E (P= 4713 “GG® | tT 49.14 Tf 50.01 5001 T tH Le4 19.24 S11°1V/27E On e Ps , Les 21.73 $10°02'37E o \c . LOT § a N L2e6 23.72 S$64°41'25E : ko on = \ \ BI Sed poe PL. 5 es L=34.49~ | © | | FD MIC 1" BRASS Les 13.91 S38" 40 eet Ses incest \y . : e uf d D=04°04'27 W/PUNCH IN 4x4 CONC L28 3,86 S$01°50/20'W ao STEEP ® is =) : is R=485.00 | SITED 8-20-98 SLOPE a =| p10 SANITARY i 8 rore © \ V\ L29 20,01[ S$89°29'33°E { BUFFER iS i —— SEWER ESM’T a ror 3 Ss 30 3 ——— pI, i _ __ ~~ 4 \ (AF 7309120497) © 3 re (6,430 S.F.) ™ : 8.44 S01 50 20 W | N89°29°33"W ‘| "4 _. . (6,424S5F.) S490 5. Z Py “258 a9 7. t's g9°29°33" 5 19114 414 S z} 33RD PL. 3 éj cet 2a eS ' £29 33RD PL. a 2 S AVE OV Ww \ > / | = L7_f L6 : » | Qe \ Gua sl LOT 4 (12,269 SF.) lo = of | wl Oo Bo te ta oO tee 402 S. 33RD PL | os “l = a LOT 1 : Ps a “\ \ S751 " 20° INGRESS/EGRESS 7 ar | | a (7,789 S.F.) a N IO a= , Pr. r fd NATIVE GROWTH AIS \ “o,8E\ Voce NoTE 4 THIS PAGE) Lon 4 Sey SG 426's. s3ro'PL UY) 9 [wo OROTECTION “NS Ag \ (SEE NOTE 4 THIS PAGE) ee ae ee 7b M 5 EASEMENT mye B\ 26’ PRIVATE STORM ESMT t7— “S14 fea WS v SS So ee ee a A + RN NA _ a Db! 26.00’ PRIVATE ROAD | |© ls \h- 151.43 Noid \ TENET 2049" WF 959.09 & STORM ESMT rt a S 9918 ro private | | Loy privare NB9°20"49"W 357.95" =F 30.08 8 STORM ESM’T. STORM ESM’T ™ Pr 30’ PUBLIC UTILITY ESM’T TO THE UNPLATTED mi CITY OF RENTON RECORDED UNDER — \2 KING COUNTY RECORDING NO. 20’ PUBLIC SANITARY SEWER ESM’T TO THE CITY OF RENTON RECORDED 2A002.905 2000 1523 _ UNDER KING COUNTY RECORDING NO. E ee Fe 20026520 008 § DY B : | At Lee G 30 30 GRAPHIC SCALE 40 ie) 20 ia 80 160 CURVE TABLE cn aa . i = .40 ’ NOTES: (CONTINUED FROM PAGE 1) : inch ft 4.) THE 20 FOOT INGRESS, EGRESS AND UTILITY EASEMENT ACROSS CURVE |LENGTH| RADIUS | DELTA ) LOT 4 IS FOR THE BENEFIT OF LOT 5. C1 34.10 22,00] 88°48’51" Ce 35,01 2c.00} 91°11’09" “\_FD MIC 1” BRASS be IN_ 4x4 CONC MSITED 8-20-98 RECORDER'S CERTIFICATE FILED FOR RECORD THIS _____ DAY OF 20 AT___M IN BOOK OF AT PAGE _______ AT THE REQUEST OF DANNY__P._HALLIN SURVEYOR’S NAME MGR. SUPT. OF RECORDS THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER SURVEYOR'S CERTIFICATE MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY IN RECORDING ACT AT THE REQUEST OF OSWALDO CHOW JULY 98— APRIL 20 02 CERTIFICATE NO. Planning Engineering Surveying Penhallegon Associates Consulting Engineers, Inc. — OSWALDO CHOW P.O. BOX 27470 SEATTLE, WA. 98125 PROJECT SHORT PLAT/SUBDIVISION PLAN CHOW SHORT PLAT 33309 1st Way South, Suite A-212 Federal Way, WA 98003 www.paceengrs.com PH: (253) 568-6500 1-800-441-5317 FAX: (253) 568-2800 Kab Aiaid ° ° Federal Way «+ merce . tie Duaidia DRAWN BY JEG SCALE 1 INCH = 40 FEET | DWG 99852SP.DWG APPROVED DPPH DATE 4-22-02 JOB# 9852.10