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,. ' • •• --, ! ! WALTER M & KATHRYN M JOHNSON 12006 142ND A VE SE RENTON, JYA 98059 THOMAS HH,L & CAROLYN BIGELOW 6929 37TH A VE SW SEATTLE, WA 98128 FRANCIS J PRUMMER 12227 142ND AVE SE RENTON, JYA 98059 N887 '05"W v,.,..._,-r""""".._.....,.,..,_:-;;;.i;;;;;_ --1, ! _ ----------WIU.IAM & TIFFANY 12204 J4SND AVE 8ft RENTON, WA 98otl'Bj I JAMES L ZERBY! 08 142ND AVE 'E tbNTON. WA 9805 --l I -"l tt NONTE D & KAREN L MOORE c.ASEY D HAWORTH 12820 142ND A VE SE RENTON. WA 98059 j 18840 :t4SND AVE SE RENTON, WA 98otl'9 ...___I MONTE D & KAREN L MOORE ----J 12226 142ND A v.E SE (+-ROBERT P It LYNN J MARK RENTON, WA 98059 ,-, L _ _J ! JZZ48 14SND AVE.~-----------------.: ~ RENroN, ., 9//05 RIGHT OF WAY WEST OF LOT 67 TO 8£ DEDICATED ·-TO KING COUNTY AT 11ME: OF RECOROING TH£ FINIAL PLAT. NO ROAD OR U11UTY IMPROV£MEN7S f-r-ANNAH8LL Jt.4RQUART ARE PROPOSED IN THIS AREA, ! 11if/ifnk48Nft -1!:,JE W£n.AND RESTORATION TO RESOLVE PRE-£XIST1NG . -I WETLAND FILL VIOLA ffON MAY OCCUR IN THIS AREA. +.1 1 / JANETH~~ L_J 12280 14BND AVE SE f RENTO.."(, IYA 98059 l I I . . I 2649.':!r'-• SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE SE., W.M. SHARON EIJZABETH SCOTT 12610 148TH AVE SE RENTON, WA 98059 STANI.EY E & OLWYN M ELIJS 14900 SE 124TH ST RENTON, WA 98059 Site Information OWl'{ER: DEVE:1.0P£R: ENGIIIEIR/SURVE:YOR: S£C110N/TOWl'{SH/P /RANGE: £XJS11NG ZONING: AREA: NUMBER OF LOTS: NUMBER OF DWELUNG UNITS: PROPOSED US£: A lffiAGE LOT SIZE: ALL011£V DENSITY: PROPOSED DENSITY: RE:CR£A 110N AREA: RE:CR£A 110N AREA CALCULA 110N UIN. RECREA 110N AREA REQUIRED: R£CR£A 110N AREA PROVIDED (TRACT 8): MIN. RE:Q'o RECR£A110N PERIMETER ON R.O.W.: RE:CREA110N PE:RIME:TF.R ON R.O.W. PROVIDED: WETLAND BUFFE:R CALCULA 110NS SHAMROCK HIGHLANDS, LLC 9720 NE 120TH PLACE. SUITE: 100 KIRKLAND, WA 98034 (425) 825-1955 -i CAMWEST REAL ESTA TE DEVE:1.0PMENT. INq 9720 NE 120TH PLACE. SUITE: 100 KIRKLAND, WA 98034 (425) 825-1955 CONTACT: SARA SLA TTE:N TRIAD ASSOC/A TES 11814 115TH AVE: NE: KJRKLAND, WA 98034 (425) 821-8448 CONTACT: BRUCE: KNOW/. TON POR OF THE: NE: 1/4 OF TH£ S£ 1/4 8: THE: S£ 1/4 OF THE: S£ 1/4, ALL IN SEC. 10, TIIP. 23 N., RGE:. 5 E:., W.M. R-4 29.6 ACRES (EXCLUDING DETE:N110N POND· AREA WITHIN CITY OF RENTON) 118 118 SINGLE FAMILY OE:TACHED 1:5000 SF 4 UN/7S PER ACRE (4 X 29.6 = 118 O.U.) 118 + 29.6 = 4 DWELUNG UNl7S/ACRE 46,120 SF (1.08 AC) 118 L07S X 390 SF = 46,020 SF (1.06 AC) 46,120 SF (1.08 AC) 950 LF X 10% = 95 LF 603 LF (6.:»t) -WETLAND BUFFER ENCROACHMENT: 7,820 SF -ADOl110NAL BUFFE:R ADDEO: WETLAND BUFFER REQUIRED: WE:11.AND BUFFER PROPOSED: 29,771 SF 138,027 SF 167,798 SF• (• TOTAL WETLAND BUFFER IS SUBJECT TO CHANGE PENDING ON COMPl.£1/0N OF WETLAND RE:STORA ffON IN TRACT F 8: G) SEWAGE: DISPOSAL: CITY OF RENTON WA TF.R SUPPLY: CITY OF RENTON FIRE: DISTRICT: CITY OF RENTON, DISTRICT /25 SCHOOi. DISTRICT: ISSAQUAH SCHOOi. DISTRICT TELEPHONE SERVICE:: ,GTE: NORTHWEST '· POIIE1' SOURCE:: PUGET SOUNO ENERGY DRAINAGE BASIN: CEDAR Rllfl< DRAINAGE SUB-BASIN MAY CR££K SIGHT DISTANCE PER GARRY STRUTHERS & ASSQQA 7ES, INC. ENTF.RING SIGHT DISTANCE:: MEASURED ENTE:RING MEASURED ENTF.RING REQUIRED ENTERING SIGHT DISTANCE SIGHT DISTANCE: SIGHT DISTANCE 1NTE:RS£C110N TO NORTH TO SOUTH NORTH ACCE:SS/148TH A VE: S£ 655' 1665' 620' SOUTH ACCE:SS/148TH AVE: S£ 918' 1305' 620' STOPPING SIGHT DISTANCE:: M£ASIJR£0 STOPPING MEASURED STOPPING REQUIRED STOPPING SIGHT DISTANCE: SIGHT DISTANCE: SIGHT DISTANC£ INTF.RS£C110N TO NORTH TO SOUTH NORTH ACCE:SS/148TH A VE: S£ 436' 945' 400' SOUTH ACCE:S$/148TH AVE: S£ 796' 1305' 400' I SCALE: 1" = 100' 200 I PARK " RID£ bl s: s .. .. - Vicinity Map NOT TO SCALE Basis of Bearing i HORJZ.-·NAD 83/91 CITY OF RENTON GPS CONTROL N£TWORK HOLD/NG CITY OF RENTON MONUM£N7S C.O.R.#1851(8AS£ POINT) AND C.O.R.#1852 TH£ FIELD M£ASUREMEN7S FOR THIS TOPOGRAPHIC SURVE:Y 11£1'£ OBTAINED UTILIZING GLOBAL POS/110NING SYSTEM (GPS) SURVE:Y TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. COORDINATES ASSOCIATED WITH THIS DRAWING AR£ PROJECT COORDINATES WHICH MAY BE CONVE:RTED TO STA TE: PLAN£ GRID COORDINATES BY S/JBTRAC11NG 100,000 METERS (328,083.3333 FEE1), THEN MULTIPLYING BY TH£ Alfl<AGE COMBJNED FACTOR OF (0.9999823034), THE /N/11AL COORDINATE: CONlfRSION WAS PERFORMED USING TH£ LE/CA SKI-PRO PROGRAM lfl<SION 2.0 2000._ PRIMARY CONTROL PO/N7S AND ACCESSIBLE MONUMENT POSl110NS WERE . FIELD MEASURED U11UZING GLOBAL POS/110NING SYSTEM (GPS) SURVE:Y TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. MONUMENT POSl110NS THAT 11£1'£ NOT DIRECTLY OBSERVED USING GPS SURVE:Y TECHNIQUES WERE 11ED INTO TH£ CONTROL PO/N7S UTILIZING LE/CA ELECTRONIC TOTAL STA 110NS FOR TH£ MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVE:Y Mff7S OR EXCEEDS TH£ STANDARDS S£T BY WAC 332-130-090. Datum lffi11CAL-NA~ 88 / HORJZ. NAO 83/91 Benchmark CITY OF RENTON SURVE:Y CONTROL NE:TWORK MONUMENT ,11852 3" BRASS SURFACE: MONUMENT FOUND AT TH£ CORNER OF NE 4TH 5TR£ET(S£ 128TH ST.) AND 148TH AVE: S£ "TBM A" SET RR SPIKE IN W. FACE: OF U11LITY POL£ .8' ABOVE: GRAD£ S£ COR OF SITE: £L=484.7' TBM "8" TOP OF 4"X4" CONC MONUMENT AT NE COR. OF SITE: El..=519.13 Legal Description CID CD CD CED CD CD PARCEL 'A' TH£ £AST HALF OF TH£ SOUTHWEST QUARTF.R OF TH£ SOUTHEAST QUARTF.R OF S£C110N 10, TOWl'{SHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE: £AST 100 FEET OF TH£ SOUTH 150 FEET THEREOF; AND EXCEPT THi'souTH 42 frrr THEREOF AS CONVE:YED._TO. KING COUNTY FOR S.E:. 128TH STREU BY [)££[) RECORDED UNDER KING COUNTY RECORDING NOS. 5755891 AND 5755892; SITUATE IN TH£ CITY OF RENTON, COUNTY OF KING. STA TE: OF WASHINGTON. PARCEL 'B' TH£ £AST 100 F££T OF TH£ SOUTH 150 FEET OF TH£ £AST HALF OF TH£ SOUTHWEST QUARTF.R OF TH£ SOUTHEAST QUARTF.R OF THE: SOUTHEAST QUARTF.R OF S£C110N 10, TOWl'{SHIP 23 NORTH, RANG£ 5 £AST, W.M.; EXCEPT TH£ SOUTH 42 FEET THEREOF AS CONVE:YED TO KING COUNTY FOR S.£. 128TH STR££T BY [)££[) RECORDED UNDER KING COUNTY RECORDING NOS. 5755891; S/TUA TE: IN TH£ CITY OF RENTON, COUNTY OF KING, STA TE: OF WASHINGTON. PARC£l. 'C' TH£ NORTH HALF OF TH£ NORTH HALF OF TH£ SOUTH HALF OF TH£ NORTH HALF OF THE: E:AST HALF OF THE: SOUTHEAST QUARTER OF S£C110N 10, TOWl'{SH/P 23 NORTH, RANGE 5 EAST, W.M. . EXCEPT THE: £AST 280 FEET THEREOF; TDGE:1HER WITH AN EASEMENT FOR INGRESS AND £GRESS Olm THE: SOUTH 30 FEET OF SAID £AST 280 FEET. SITUATE: IN THE: COUNTY OF KING, STA TE: OF WASHINGTON. PARCEL 'D' TH£ SOUTH HALF OF TH£ NORTH HALF OF TH£ SOUTH HALF OF TH£ NORTH HALF OF TH£ £AST HALF OF TH£ SOUTHEAST QUARTF.R OF S£C110N 10, TOWl'{SH/P 23 NORTH, RANGE -5 £AST , W.M .. EXCEPT COUNTY ROAD; SITUATE: IN THE: COUNTY OF KING. STA TE: OF WASHINGTON. PARC£l. ~· TH£ WEST 794 OF TH£ SOUTH HALF OF TH£ SOUTH HALF OF TH£ NORTHEAST QUARTF.R OF TH£ SOUTHEAST QUARTF.R OF S£C110N 10, TOWl'{SHIP 23 NORTH, RANGE 5 £AST, W.M. SITUATE: IN TH£ COUNTY OF KING. STA TE OF WASHINGTON. AS KNOW!'{ AS A POR110N OF LOT 8 OF UNRECORDED LOT UN£ ADJUSTMENT NO. S90MD351. PARCEL 'F' TH£ SOUTH HALF OF TH£ SOUTH HALF OF TH£ NORTHEAST QUARTER OF THE SOUTHEAST QUARTF.R OF S£C110N 10, TOv.,,JSHIP .23 NORTH, RANGE: 5 £AST, W.,lf AND EXCEPT THE WEST 794 FEET THEREOF; AND E:XCE:PT THE: £AST 230 FEET OF THE NORTH 300 FEET THEREOF; SITUATE: IN TH£ COUNTY OF KING, STA TE OF WASHINGTON. PARCEL 'G' THE: NORTH HALF OF THE: NORTHEAST QUARTF.R OF THE: SOUTHEAST QUARTF.R OF THE: SOUTHE:AST QUARTER OF S£C110N 10, TOWl'{SHIP 23 NORTH, RANGE 5 EAST, W.,lf . 111.M. IN KING COUNTY. WASHINGTON, EXCEPT THE: NORTH 168.05 FEET OF TH£ EAST 302.15 FEET THEREOF; , ANO E:XCE:PT THAT'POR110N·TH£REOF FOR 148TH AVE:NU£ SOUTHEAST RIGHT OF WA>j S/TUA TE: IN TH£ COUNTY OF KING, STA TE: OF WASHINGTON, · PARCEL 'H' TH£ NORTH 168.05 FEET OF TH£ £AST 302. 15 FEET OF TH£ NORT/:1. HALF OF TH£ NORTHEAST QUARTF.R OF TH£ SOUTHEAST QUARTER OF TH£ SOIJTHEAST QUARTER OF SE:C110N 10, TOWl'{SH/P 23 NORTH, RANGE 5 £AST. W.M. EXCEPT THAT POR110N THE:REOF FOR 148TH A VENUE S.£. RIGHT OF WAY; SITUATE: IN TH£ COUNTY OF KING, STA TE OF WASHINGTON. PARC£/. 1' THAT POR11DN OF TH£ SOUTH HALF OF THE: NORTHWEST QUARTER OF TH£ SOUTHEAST QUARTER OF TH£ SOUTHEAST QUARTF.R OF SE:C110N 10, TOWl'{SHIP 23 NORTH, RANG£ 5 £AST, W.M., DESCRIBED AS FOLLOWS.• BEGINNING AT TH£ NORTHEAST CORNER OF SA/0 SOUTH HALF; THENCE: NORTH 88'20'44" WEST ALONG TH£ NORTH UN£ OF SAID SOUTH HALF 50 FEET TO THE: TRUE POINT OF BEGINNING; THENCE: CON11NUING NORTH 88'20'44" WEST 216.94 FEET; THENCE: SOUTH 0075'25" WEST PARALLEL WITH TH£ £AST UN£ OF SAID SOUTH H~ 329.36 FEET TO 7HE SOU1H UN£ THEREOF; THENCE SOUTH 88'20'52" £AST ALONG TH£ SOUTH UN£ OF SAIO SOUTH HALF. 266.94 FEET TO TH£ SOUTHEAST CORNER THEREOF; THENCE: NORTH 0015'25" £AST ALONG THE: £AST UN£ OF SAID SOUTH HALF. 313.35 FEET TO A POINT 16 FEET SOUTHERLY OF SAID NORTHEAST CORNER; THENCE: NORTH 88'20'44" WEST PARALJ£L WITH TH£ NORTH UNE OF SAID SOUTH HALF 50 FEET; THENCE: NORTH 0075'25" £AST PARALLEL WITH TH£ £AST UN£ OF SAIO SOUTH HALF. 16 FEET TO TH£ TRUE: POINT OF BEGINNING; SITUATE: IN TH£ COUNTY OF KING, STA 7£ OF WASHINGTON. PARCEL 'J' TH£ SOUTH HALF OF THE NORTH HALF OF THE: NORTHEAST QUARTF.R OF THE: SOUTHEAST QUARTER OF S£C110N 10, TOWl'{SHIP 23 NORTH, RANG£ 5 £AST, W.M. 0 EXCEPT TH£ NORTH 132 F££T THEREOF; CJ AND EXCEPT THE: SOUTH 90 FEE:T OF THE: £AST 174 F££T THEREOF; ~ AND EXCEPT TH£ £AST 30 F££T OF THE: REMAINDER FOR 148TH AVE:NU£ S.£.; « SITUATE: IN THE' COUNTY OF KING, STA TE OF WASHINGTON. ~ {ff]&@&OW&fn\ ~ AUG O 1 zooz L!2J ,..---.,. K.c. o.o.c.s. -- • I \. TRIAD ASSOCIATES - 11814 115th Ava. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fex 800.488.0756 toll free www.trladassoc.com BRUC£ £ KNOIH.TON PROBCT IIANAGII! BUD CONDREY, PLS PROJECT SURVEYOR PROJECT ENGINEEI! PROJECT LANDSCAPE ARClllTECT FIRST SUBIIITl'AL DATE: SCALE: 11011Z.: 1•=100• VDT.: ST!IIP NOT VALID UNLESS SIGNED AND DJ.TED 108 NO. 01-159 llllEET NO. 1o,2 ~ ... <, ii: I ; ' ' ' ' • ' ' FOUND 4"X4" CONCRETE MONUMENT W/ 2n BRASS DISC AND PUNCH (11/29/00) SEE DETAIL X I, DETAIL N. T.S. WIRE FENCE ,_ ' ' ' ' -- WETLAND C-J C-43 ' C-42 GS-42 ' GS-41 C-4 ' if' C-37 NOTE: 2 C-38 FLAGS (r-38 ' ' ' C-1 X \ C-4 I t 'f I I I \ I I =:t-r-9.9/' -~, \ \ \ I ) I ' ' l 8-16 ' WETLAND "B,, if TYPE II ' " --- C-3 ' 8-13 ' I I I ' ' cl:, ; I I ' C-1 ' C-15 C-14 WETLAND TYPE II C-25 f-24 C-1 "A,, l ' ,/ / CB R!JI. EL.=444.64 , 4 PVC. (NW.) IE.=443.JB OUTFALL NOf FOUND . \ \ SE APPROX/MA TE OFF-SITE WETLAND BOUNDARY 1/4, SE • 5.0' 1/4, SECTION WETLAND "A" TYPE II WETLAND TYPE II FOUND 3/4" IRON PIPE :J;0.40 A80Vr GRADF I I I \ A-20 A- "A II ' . \ ill '" \ I f;j \ -./ . I . ~ i I 0 i~~:: <1:50 ~-- ( (.) i:::c:::i"-C \ }'}glit.~ :-s. . \ I .·. ". \ \ cl~ ·"' ~ t.:~ " \ ~· t \_ "" c···"-'"·"'·,··="'-wo=o~o f_EN_cc_· i PARCEL 'D' "" ____ ,,,(..,...'\, (JS)\ \c-~ /· 88 --A-18"-..... A-17 ,. ' GS-11 A-I .,. \ '-. /' ;;·. ······.· ..... ·.·.· .. <1, .\ .. ~ J A-14 / -13 'i{V I I I l y. ........ / .... ······ ................•...•.... · ...... ·.···•··· \ 'w' •• 1 .,: / X 11.59' X /ti ,~ J \ f• 1 -J__ 14.08' CB RIM£.= 4 . O' 12~ ADS. {N.) 1£=444.80' 12" ADS. (S.) IE.=444.77' OUTFALL NOT FOUND 10, TWP. 23N., RGE 5E., W.M. \ r SCALE: 1" = 60' 0 30 60 120 I I • \ FENCE CORNER IS 0.1' SOUTH AND 5.1' £AST OF PROPERTY \ CORNER 1 os< FENCE CORNER IS 0.2' SOUTH AND 1. 7' WEST OF PROPERTY CORNER TO HOUSE 72" CONG. /£. EL.=517.0' '1 MAILBOX UP W/ UGC TO EAST 71? HP---TO HOUSE 12" CONG. 1£. EL=515.9' 12" CONG. I£ EL.=515.1' AREA ~NCLUDED TO HOUSE IN TOPOGRAPHY 1r CONG. IE. El.=514.9' 12" CONG. I£ El.=514.5' SVRVE"Y \ ~16"!'!__\ 144.04' FENCE CORNER IS 250.07' 2.4' SOU TH AND 1. 7' i+f"ST OF PROPERTY CORNER ,--WOOD FENCE FENCE CORNER IS 1.7' OCST Of' PROPERTY CORNER TO HOUSE "--~" 200.06' 12• CONG. IE. El.=513.8' 12" CONG. IE. El.=513.2' 1,1 .. 11~ i~ I · .... · , · I I I \ UP q,~ '- TR\ 1/ %, \ 12" CONG. IE. £L=512.0' 12" CONG. IE. El.=511.6' 12" CONG. IE. EL.=507.7' 12" CONG. IE. EL.=507.0' X IL.---rr CONG. IE. EL.=503.8' ';,; 1•·<~,1·. ~ \ l? JG{'.(··._'_: "'· , -----12" CONG. IE. EL.=502.7' ""'w+4~,I ' \UP W/ TRANSFORMER ~)f:::::;::::;,i.'7c'f}jHIP----4-8.-<J.HP--'j,'. I 12 CONG. IE. E'l.=50 . 1r CONG. IE. EL.=499.3' 12ff CONG. IE. EL.=498.7' UI? W. ~FORMER q TTJ.liA~oczs·w CB W TRASH RACK RIM £L. = 495.94' FOUND 2" IRON Pl'pE FILLED 'M TH CONG. FENCE CORNER IS 0.2' NORTH ANO 2.6' EAST ,;• OF PROPERrY ,,J)'' CORNER / TO HOUSE tr ADS (S.} 1£. EL.=492.42' TO HS£ TO HOUSE / o'" S.E. 124TH HP·-----<!,HP- C~e,c~-,OHP-----CB ' RIM EL. = 497.34' 12" ADS (N.) IE. El.=492.56' 1r ADS (£.) IE. El.=492.68' Q.. 12" ADS (S.) 1£ EL.=4.92.70' I / I\ \[\/-,s "' < "-<M ,I. -12" CONC 1£ EL-489.3' "" TO HOUSE -----O~'P--+-"'>--O,HP------OHP---TO HOUSE ! JO' JO' u I I I I I l BASIS OF BEARING HORIZ. NAD 83/91 CITY OF RENTON CPS CONTROL NETWORK HOLDING CITY OF RENTON MONUMENTS C.O.R.#1851(BASE POINT) AND C.O.R.#1852 THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE OBTAINED UTIUZING GLOBAL POSmONING SYSTEM {CPS} SURVEY TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. COORDINATES ASSOCIATED "'1TH THIS DRAWING ARE PROJECT COORDINATES WHICH MAY BE CONVERTED TO STATE PLANE GRID COORDINATES BY SUBTRACTING 100,000 METERS (328,083.3333 FEET), THEN MULTIPLYING BY THE AVERAGE COMBINED FACTOR OF (0.9999823034), THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING THE LE/CA SKI-PRO PROGRAM VERSION 2.0 2000. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS HERE FIELD MEASVRED UTIUZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING Lr/CA SR 9500 EQUIPMENT. MONUMENT POSITIONS 71-/AT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO Tri£ CONmOL POINTS unLIZING LE:JCA ELECTRONIC TOTAL STAnONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURV£Y MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. DATUM VERTICAL-NAVD 88 / HORIZ. NAO 83/91 BENCHMARK CITY OF RENTON SURVEY CONTROL NETWORK MONUMENT #f852 3ff BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 4TH smEET(SE 128TH ST.) AND 148n-f A\IE SE "TBM A" SET RR SPIKE IN W. FACE OF UTILITY POLE .B' ABOVE GRADE SE COR OF SITE: El.=484.7' TBM "B" TOP OF 4"X4" CONG MONUMENT AT NE COR. OF SITE: EL.=519.13 TAX LOT# LEGAL D£SCRIP710NS ST. C±J D . . . . . (JQ) THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECnON 10, TOWNSHIP 23 NORTH, RANGE 5 EAST , W.M. IN KING COUNTY WASHINGTON; EXCEPT THE NORTH 132 FEET THEREOF; EXCEPT THE SOUTH 90 FEET OF THE EAST 174 FEET THEREOF; AND EXCEPT ROADS THE NORTH HALF OF TH£ NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY. WASHINGTON; EXCEPT THE EAST 280 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF SAID 280 fffT. PARCEL 'A' THE SOUTH HALF OF THE NORTH HALF OF T/-fE SOUTH HALF OF THE NORTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 10, TO'MvSHIP 23 NORTH, RANGE 5 EAST , W.M., KING COUNTY, WASHINGTON; EXCEPT THAT PART IN 148TH AVENUE SOUTHEAST. PARCEL '8' THE OCST 794 OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHE"AST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. PARCEL 'C' THE NORT/-f HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY. WASHINGTON, EXCEPT THE NORTH 168.05 FEET OF THE EAST 302.15 FEET THERE:OF; AND EXCEPT THAT PART IN 148TH AVENUE SOUTHEAST (['!}[) LEGAL DESCRIPTION NOT AVAILABLE PARCEL 'D' THAT PORTION OF THE SOUTH HALF OF 1HE NORTHEAST QUARTER OF 1HE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST QUARTER OF SAID SOUTH HALF; THENCE NORTH 88'20'44" WEST ALONG THE NORTH UN£ OF SAID SOUTH HALF 50 FEET TO THE mu£ POINT OF BEGINNING; THENCE CONTINUING NORTH 88'20'44~ WEST 216.94 FEET; THENCE SOUTH 00'15'25" WEST PARALLEL WITH TH£ EAST LINE OF SAID SOUTH HALF 329.36 FEET TO THE SOUTH LINE THEREOF; THENCE SOUTH 88'20'sr EAST ALONG THE SOUTH UN£ OF SAID SOUTH HALF 266.94 FEET TO Tl1£ SOUTHEAST CORNER THEREOF; THENCE NORTH 0015'25" EAST ALONG THE EAST LINE OF SAID SOUTH HALF 313.35 FEET TO POINT 16 FEET SOUTHERl Y OF SAID NORTHEAST CORNER; THENCE NORTH 88°20'44" OCST PARALJ..[L TO THE NORTH LINE OF SAID SOUTH HALF 16 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT f'OR INGRESS, EGRESS ANO UTILITIES OVER AND ACROSS THE NORTH 16 FEET OF THE EAST 50 FEET OF SAID SOUTH HALF AND OVER THE NORTH 16 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUT'H EAST QUARTER OF SAID SECTION. NOTES I. INSTRUMENTATION FOR THIS SURV£Y WAS A ONE MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURV£Y WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. 2. THE INFORMATION DEPICTED ON T/-flS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON DATE IND/CA TED AND CAN ONLY BE CONSIDERED AS IND/CA TING THE GENERAL CONDITION EXISTING AT THAT TIME. 3. NO EASEMENTS, RESTRICTIONS, OR RESERVATIONS OF RECORD WHICH WOULD BE DISCLOSED BY mz.E REPORT ARE SHOWN. 4. SANITARY srnrn AND STORM DRAINAGE FACIUTIES HAVE BEEN ASBU/lT THROUGH FIELD MEASUREMENTS OF THE LOCATION OF THE ACCESS STRUCTURES, THE TOP ELEVATION OF THE STRUCTURES, AND THE INVERT ELEVATIONS OF ANY PIPES ENTERING OR LEAVING THE smucTURES. IT IS STANDARD PRACTICE TO SHOW 7HE PIPES CONNECTING THESE STRUCTURES AS smAIGHT LINES. THIS IS ONL y AN ASSUMPTION AND THE ACTUAL LOCATION OF TH£ PIPING MUST BE VERIFIED IN THE FIELD BY THE CONSTRUCTION CONmACTOR PRIOR TO ANY CONSTRUCTION. 5. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUIL T FIELD LOCATION OF £XIS1lNG STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS. 6. 1HE CONTRACTOR SHALJ.. VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSmUCTION • LEGEND $ CONCRETE MONUMENT @ SURFACE MONUMENT -0-UP ----UTILITY POLE E--GA ----GUY LINE o TR ----TELEPHONE RISER 0 CB ----CATCH BASIN o W ----YARD DRAIN EB 11M ----WATER METER M WV----WATE'R VAL\.£ FH ----FIRE HYDRANT TMH ---TELEPHONE MANHOLE PM ----POWER METER 1 GM ----GAS METER BO----WA7ER BLOW OFF' VALVE" XFMR --POWER TRANSFORMER c::) LPG TANK--PROPANE TANK tj SIGN CJ MAILBOX >---< CULVERT ' UN£ WETLAND FLAG FeNCE (AS NOTED) -OHP-OVERHEAD POWER AND UTILITY LINES -UP -UNDERGROUND POWER AND UTILITY UNES -G -GAS LINE PAINT MARK LOCA noN -W-WA1FR UN£ PAINT MARK LOCATION -UT-UNDER GROUND TELEPHONE PAINT MARK LOCATION -CA1V-OVERHEAD CABLE: TV ANO TEl£PHONE LINES ---PAINTED FOG LINE OITCH [ ASPHALT DIRT GRA \..fl D . . CONCRETE 8. THIS SURVEY WAS PREFORMED YATHOUT THE BENIFITOF A Till£ REPORT. OF A TIT/.£ REPORT. \. TRIAD ASSOCIATES 11814 115th Ava. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.trladassoc.com land Development Consultants BRUCE £. KNOWLTON PROJECT MANAGER BUD CONDREY, PLS PROJECT SURVEYOR PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMmAL D~TE: 8/01/02 SCALE: HORIZ.: 1"~100· VERT.: EXPIRES: 12/16/02 STAMP NOT VAIJD UNLESS SIGNED AND DATED I / ··;l ~[ ,JJ ,Ji • 3' 90' 11 . _ .. 11 ' ,, \, • 5' ., 3' '4'-14' 3' 5' MrMt'f ~, I ' '-,~,, :-·, ~::;,. '\;,,,. ·-;.:.,~-:~ # )zl? ·~.,,./'" ·----··---·- FOUND 4"X4H CONCRE7£ MONUMENT W/ 2· BRASS DISC AND PUNCH (11/29/DO) SEE' D£TA1l I _, I I I ) I • ' C-1 . I • ' ' • • ' ' • ' ' GS-41 --• ' • • ' • ' • ' ' ' • • • c-J ' ]c-, I t Cf / I I \ I 9.9~' I ' l -l I I ~ r ' • • • ' ' ' • ' ' • • • (;S-J1 C-JI c-1!/ C-2 ~JO I I I I I _FFNC!_!£!;J/!!!!!!!JfST -27 • ' _,.__ ' \ \ • ' ' ' C-7 \,;_• ,c-, \ I I • • ' } { WETLAND TYPE II FOUND J/4-~ IRON PIPE ±0.4() AROW (',RAfJF' \ t \ A-20 "A II ' ' ' GS-11 A-I APPROX/MA TE OFF-SITE WETLAND BOUNDARY : .. _),:' 0 40 80 180 , c&> TO HOUSE M?£A NOT INCLUDED IN TOPOGRAPHY SUR\.f"Y\ ~16"!!__ \ !±!:!!!.' ffNCE: CORN£R IS '50.07' 2.4' SOIJTH ANO 1:1' K£Sr « PROPERTY CORNER FENG£ CORNER JS f.7' ll!'ST OF PROPERrY CORN& TO HOUSE ~-- I JO' I I VP ~~ TO HOIJSE TO HOUSE 12• cove. 1£ a-sts.:9' 12H CONC. /Fi. EL.=515.1' 12" CONC. 1£. EL-514.9' 12• CONC. /£, £L•S14.5' 12" CONC. If:, il..,=513.2' 12" CCWC. IE. EL.-512.t)' 12" CO/VC. IE. £L-51f.6' "' I 1\ '% \ I J\ T2" CONC. 1£ £L=50J.8' 12" CONC. /£. £L,.502. 7' C8 W TRASH RACK RIM EL = 4$!5.94' 12" ADS (S.) IE. EC=-492,42' TO HS£ ro H0US£ "''/S.E. 124TH ST. P---OHP- °!!f'---- RIM EL. = 497.J4' 12° ADS (N,) /£. £V••492.56' 12" ADS (E.) JE. EL.,,492.68' 12" ADS (S.) 1£. tl.=492.70' TS" ADS. /£. fL"-'491.5' "I a_,.--12· CQJJC. /£. a.-4159.J' "" CB RIM EL .. 497.34' t2• CCWC. (N.) fl;, U.-483.4' ,2· CONC. (s.) IE. a .. 483.4' TO HOUSf ,, Ot.£'R HEAD POWER UN£ EAST. llf'ST. NOR1H, Sot/TH AND NORTHEAST "----"'·roM A. $£:T RR SPIKE IN w. FACE OF unurr POLE .8' ABO\.£ GRADE: a .. 484.7' ro HOUSE; --~q,,,__4_:~--0HF~---<HI~-TO HOUSE I JO' JO' I I I I I © 2002 TRIAD ASSOCIATES '\. TJR1Lt%D ASSOCIATES - 11814 1151h Ave. NE Klrf<land, WA 98034-8923 425.821.8446 426.821.3481 fax 800.488.0756 wll free www.trladaesoc com land De1Jeloµment ConsLI\tants <: C) j::: ~ ~ ijj c::i ~ ~ ~ ~ O?j :>.. ~ ~ Cl) (.) :i:: Cl. : (!) C Q.. l2 g BRUCE £. KNOWLTON PROJECT MANAGER BUD CONDREY, PLS PROJECT SURVEYOR PROJECT ENGINEER ~ (.) C) ~ ~ Cl) PROJECT LANDSCAPE ARCHITECT FIRST SUBMIITAL DATE: 7 /29 /02 SCALE: HORIZ.: 1"-ao· VERT.: STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 --------~ SHEET NO. 1oF 1 ~ ,._, '. ----, ,, ' ,' WALTER M & KATHRYN M JOHNSON 12006 142ND AVE SE RENTON, WA 98059 WALTER M & KATHRYN M JOHNSON 12006 142ND AVE SE RENTON, WA 98059 THOMAS HIU & CAROLYN BIGELOW 6929 37TH AVE SW SEATTLE, WA 98126 --------------------- JAMES L ZERBY i 12208 142ND A VE $E PENTON, WA 9B05'f) . ,,_) I ~ MONTE D &: KAREN L MOORE j 12240 148ND AVE" SE j RENTON, IYA 98059 FRANCIS J PRUMMER 12227 142ND AVE SE RENTON, WA 98059 CASEY D HAWORTH 12220 142ND A VE SE RENTON, WA 98059 ,-.. -~~--4 MON'I'E D & KAREN L MOORE ! 12226 142ND AVE SE fT--ROBERT P &'. LYNN J MARX RENTON, WA 98059 ,-, L _ _j 1 1Z248 142ND A\ll.' s.:i-------------------, i RENTON, WA 98059 RIGHT OF WAY 11£ST OF LOT 67 TO BE OED/CA TED , ~~-1) TO KING COUNTY A T TIME OF RECORDING THE RN/AL PLAT. NO ROAD OR UTILITY IMPROVEMENTS f--i-ANNMEIJ, MARQUART ARE PROPOSED IN THIS AREA. j 1'ff1:5Jrolff,~ 1';fo5~E W£TL4NO RESTORATION TO RESOL \If" PRE-EXISTING ',_,_w J .~~~~Y/.:~ , wo,:_~,.~ON MA y occ~~ ;~~:•.< ":~;SCC,-~~EA. I ,t....]_____JANET M SUDDUTH ' j 1Z26D 142ND AVE SE ( RENTON, WA 98fJ5f.1 I ' ! 11 LJ CAROLE J PETERS 18404 142ND AVE SE RENTON, WA 98059 lt'<C j , JONARD & PRENDA PIE.LE l j 14308 SE 125TH ST i1 ,. "=,j HANK & LA VERNE MEAifi RENTON, WA 98059 ! 12424 142ND AVE SE / ! l RENTON, WA 98059 ' EMERY A. BLESSING 14330 SE 125TH ST RENTON, WA 98059 \ \ ' I ' I "· ·«•«J q'LAY S & PATRICIA L BEN 'R NOTE: OFFS/TE WETLAND BOUNDARIES ARE APPROX/MA TE I AND ARE NOT FIELD VERIFIED • l SCOTT E HAND 14225 SE 125TH ST RENTON, WA 98059 • =,b,"~ <'"v~, = •'-·"-~"""S j 14324 SE 125TH ST 1 RENTON, WA 98059 • , LES PIELE !14309 SE 125TH sr\ \ RENTON, WA 98059 '. i 1 . ' RUTH L F1FER 14325 SE 125TH ST RENTON, WA 98059 ,,w~-'·.'••" •=• ~'-'"vi I I 30' EASEMENT FOR iNGRESS, EGRESS _._J_ AND UTILITIES REC. NO. 7208/00354- MAN-LING LAI ''" ""-"" ==·"'"'"""" J."w" '"""" ="" N88"21'13''W 2642.58' / ..... .,,, ,. SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. \ l I I '"'····· -.,w ~~---· ~--.. ] 1 \ \ I / ! / / f ! / I l l I ! i {"'"' _.,.. .. ,·,,,_ ,·,•-•-~ =v.·.y., -""' "'"\ < /"' JERRY D JARVIS 12216 148TH AVE SE RENTON, WA 98059 JAMES P LEMMA 14841 SE 120TH ST RENTON, WA 95059 STANLEY E & OLWYN M EUJS 14900 SE 124TH ST HENTON, WA 98059 TERRY L OLDING 12614 148TH A VE SE RENTON, WA 98059 l j l r···· ......... ·-··· -··· ···-····· -· -·· ..... ··---·i i MARK H & MONICA A LUNDBURG 1 i 12618 148TH AVE SE . \ RENTON, WA 98059 F"'O I I Site Information OWNER: DEVELOPER: ENGINEER/SURVEYOR, SECnDN/TDWNSHIP /RANGE: £XISnNG ZONING, AR£k NUMBER OF LOTS: NUMBER OF DWELLING UNITS: PROPOSED USE: A V£RAG£ LOT SIZE, ALLOWED DENSITY: PROPOSED DENSITY, R£CR£A noN AR£k RECREA TJON AREA CALCULA TJON SHAMROCK HIGHLANDS, LLC 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 (425) 825-1955 CAMWEST REAL ESTA TE DEVELOPMENT. INC. 9720 NE 120TH PLACE, SUIT£ 100 KIRKLAND, WA 98034 (425) 825-1955 CONTACT.' SARA SLATTEN TRIAD ASSOC/A TES 11814 115TH AV£ NE KIRKLAND, WA 98034 (425) 821-8448 CONTACT, BRUCE KNOWLTON POR OF THE NE 1/4 OF THE SE 1/4 &: THE SE 1/4 OF THE SE 1/4, ALL IN SEC 10, THP. 23 N., RGE. 5 £, W.M . R-4 29. 6 ACRES (EXCLUDING DETENTJON POND AREA WITHIN CITY OF RENTON) 118 118 SINGLE FAMILY DETACHED :i:5000 SF 4 UNITS PER ACRE (4 X 29.6 -118 D.U.) 118-;-29.6 = 4 DWELUNG UNITS/ACRE 46,120 SF (1.06 AC) MIN. RECREAnON AREA REQUIRED: 118 LOTS X 390 SF= 46,020 SF (1.06 AC} RECREA TlON AREA PROVIDED (TRACT 8): 46,120 SF (1.06 AC) MIN, REQ'D R£CR£A noN PERIMETER ON RO, w., 950 LF X 10% -95 LF R£CR£A noN PERIMETER ON R, 0, W. PROVIDED, 603 LF (63%} WETLAND BUFFER CALCULA TlONS la WETLAND BUFFER ENCROACHMENT: ADDlnONAL BUFFER ADDED, WETLAND BUFFER REOU/RED: WETLAND BUFFER PROPOSED: 7,820 SF 29,771 SF 138,027 SF 167,798 SF.- (.-TOTAL WETLAND BUFFER IS SUBJECT TD CHANGE PENDING ON COMPLETION OF WETLAND RES TORA TlON IN TRACT F' & G} SEWAGE DISPOSAL: WATER SUPPLY: CITY OF RENTON CITY OF RENTON FIR£ DISTRICT: SCHOOL DISTRICT: TELEPHONE S£RVJCE: CITY OF RENTON, DISTRICT #25 ISSAQUAH SCHOOL DISTRICT GTE NORTHWEST POWER SOURCE: PUGET SOUND ENERGY DRAINAGE BASIN: CEDAR RIVER DRAINAGE SUB-BASIN MAY CREEK SIGHT DISTANCE PER GARRY STRUTHERS & ASSOC/A TES INC. ENTERING SIGHT DISTANCE· INTERSECnON NORTH ACC£SS/148TH AV£ SE SOUTH ACCESS/148TH A VE SE STOPPING SIGHT DISTANCE: INTERSEcnoN NORTH ACC£SS/148TH AV£ SE SOUTH ACC£SS/148TH AV£ SE SCALE: 1" = 100' 0 50 100 I I I MEASURED ENTERING SIGHT DISTANCE TO NORTH 655' 918' MEASURED STOPPING SIGHT DISTANCE TO NORTH 200 I 435• 796' MEASURED ENTERING SIGHT DISTANCE TO SOUTH 1665' 1305' MEASURED STOPPING SIGHT DISTANCE TO SOUTH 945' 1305' REQUIRED ENTERING SIGHT DISTANCE 620· 620' 400' 400' 5£ /16th ST ; t;,:;:,-;,~, 7:;;th'::"="'-t1 '----,~c:r+-f--l-1 ;! ST ~ ~ ''';(th ~ i SE 133rd CT PARK & RIDE Vicinity Map NOT TO SCALE Basis of Bearing HORIZ. NAO 83/91 CITY OF RENTON GPS CONTROL NETWORK HOLDING CITY OF RENTON MONUMENTS C.O,R#f851(BAS£ POINT) AND C,OR,#1852 THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE OBTAINED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. COORDINATES ASSOC/A TED WITH THIS DRAWING ARE PROJECT COORDINATES WHICH MAY BE CONVERTED TO STA TE PLANE GRID COORDINATES BY SUBTRACnNG 100,000 METERS (328.083,3333 FEET), THEN MULTIPLY/NG BY TH£ AVERAGE COMBINED FACTOR OF (0.9999823034). TH£ INJnAL COORDINATE CONVERSION WAS PERFORMED USING THE LE/CA SKI-PRO PROGRAM \lf"RS/ON 2.0 2000. PRIMARY CONTROL POINTS AND ACCESS/BL£ MONUMENT POSJnONS Kf"RE FIELD MEASURED unuZ!NG GLOBAL POS!TlONING SYSTEM (GPS) SURVEY TECHNIQUES USING L£ICA SR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE nED INTO THE CONTROL POINTS UTILIZING LE/CA ELECTRONIC TOTAL STATIONS FOR TH£ MEASUREMENT OF BOTH ANGLES AND DISTANCES THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. Datum VERTICAL-NA VD 88 / HORIZ. NAO 83/91 Benchmark 0 0 0 CITY OF RENTON SURVEY CONTROL NETWORK MONUMENT #1852 3" BRASS SURFACE MONUMENT FOUND AT TH£ CORNER OF NE 4TH STR££T(S£ 128TH ST.) AND 146TH AV£ SE "TBM A" SET RR SPIKE IN W. FACE OF UTJLITY POLE .8' ABOVE GRADE SE COR OF SITE EL.=484.T TBM "8"' TOP OF 4"X4n CONC MONUMENT AT NE COR, OF SITE EL.=519.13 Legal Description CD CID PARCEL 'A' THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTJON 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT TH£ EAST 100 FEET OF THE SOUTH 150 FEET THEREOF; AND EXCEPT THE SOUTH 42 FEET THEREOF AS CONVEYED TO KING COUNTY FOR S.E. 128TH STREET BY DEED RECORDED UNDER KING COUNTY RECORDING NOS. 5755891 AND 5755892; S/TUA TE IN THE CITY OF RENTON, COUNTY OF KING, STA TE OF WASHINGTON. PARCEL 'B' THE EAST 100 FEET OF THE SOUTH 150 FEET OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTTON 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE SOUTH 42 FEET THEREOF AS CONVEYED TO KING COUNTY FOR S.E. 128TH STREET BY DEED RECORDED UNDER KING COUNTY RECORDING NOS. 5755891,· SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STA TE OF WASHINGTON. PARCEL •c• THE NORTH HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF ! OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NO°(?TH, RANGE 5 EAST, W.M. EXCEPT THE EAST 280 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF SAID £AST 280 FEET. SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. PARCEL 'D' THE SOUTH HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE ·5 EAST, W.M., EXCEPT COUNTY ROAD; SIWA TE IN THE COUNTY OF KING, STA TE OF WASHINGTON. PARCEL 'E' THE 11£ST 794 OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SIWA TE IN THE COUNTY OF KING, STA TE OF WASHINGTON. AS KNOWN AS A PORTlON OF LOT B OF UNRECORDED LOT UN£ ADJUSTMENT NO. S90M0351. PARCEL 'F' THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTlON 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. AND EXCEPT THE WEST 794 FEET THEREOF; AND EXCEPT THE EAST 230 FEET OF THE NORTH 300 FEET THEREOF; SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. PARCEL 'G' THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF ; THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.¥. W.M. IN KING COUNTY, WASHINGTON, EXCEPT THE NORTH 168.05 FEET OF THE EAST 302.15 FEET THEREOF,· , AND EXCEPT THAT PORTlON THEREOF FOR 148TH A VENUE SOUTHEAST RIGHT OF WAY; SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON, PARCEL 'H' THE NORTH 168.05 FE£T OF THE EAST 302.15 FEET OF THE NORTH HALF OF THE ! NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M. EXCEPT THAT PORnON THEREOF FOR 148TH A VENUE S.E. RIGHT OF WAY,· SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. PARCEL 'I' THAT PORnON OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTlON 10, TO"WNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTH HALF; THENCE NORTH 88'20'44n WEST ALONG THE NORTH UN£ OF SAID SOUTH HALF 50 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTJNU/NG NORTH 88"20'44" WEST 216.94 FEET; THENCE SOUTH 0015'25" WEST PARALLEL WITH THE EAST LINE OF SAID SOUTH HALF, 329.36 FEET TO THE SOUTH LINE THEREOF; THENCE SOUTH 88"20'52" EAST ALONG THE SOUTH UN£ OF SAID SOUTH HALF, 266.94 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE NORTH 00"15'25" EAST ALONG THE EAST LINE OF SAID SOUTH HALF, 313.35 FEET TO A POINT 16 FEET SOUTHERLY OF SAID NORTHEAST CORNER; THENCE NORTH 88"20'44" WEST PARALLEL mm THE NORTH LINE OF SAID SOUTH HALF 50 FEET.- THENCE NORTH 0075'25" EAST PARALLEL WITH THE EAST LINE OF SAID SOUTH HALF, 16 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. PARCEL 'J' THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTTON 10, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M. EXCEPT THE NORTH 132 FEET THEREOF; AND EXCEPT THE SOUTH 90 FEET OF THE EAST 174 FEET THEREOF; AND EXCEPT Tr/£ EAST 30 FEET OF THE REMAINDER FOR 148Trl AVENUE S.E.; SIWA TE IN TH£ COUNTY OF KING, STA TE OF WASHINGTON. .a ~ TRIAD ASSOCIATES - 11814 115th Ave. NE Kirkland, WA 98034·6923 425.821,8448 425.821.3481 fax 800.488.0756 toll free www.triadassoo.com Land Development Consultants I g BRUCE£ KNOWLTON PROJECT MANAGER BUD CONDRIT. PLS PROJECT SURVEYOR PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBll!TlAL DATE1 SCALE: HORIZ.: 1·=100' 'iERT,: EXPIRES: STAMP NOT VAIJD UNLESS SIGNED AND DATED JOB NO, 01-159 SIIEliT NO, ' FOUND 4"X4" CONCRETE MONUMENT W/ 2" BRASS DISC AND PUNCH (11/29/00) SEE DETAIL I X I. DETAIL N. T.S. WIRE FENCE ,_ SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. ~ ~ ------OIHIF'-----O,HF-----Oil?--30-j•-+~30-".~"!plj,~a\\l,r---O,HP-----OHP-----O,HI'----- BASIS OF BEARING HORIZ. NAD BJ/91 1:" CMP. IE. EL.=443< 6 CONG. 1£ El.=443.7 \ C-47 ' \ tr CMP. IE. EL.=rJ-43.4' \ ' C-1 5• CONG. IE. EL.=443.7f" r ' ' C-J C-43 ' C-42 GS-42 I -t ~ I \ ( ) / ( I \ :,> C-37 \ NOTE: 2 C-38 a.. .. 38 \ FLAGS ..,.--.,.'\ ' --- ' WETLAND ' ,. WETLAND TYPE II ' "B" ~ ¥ --- 8-1 0/1 8-16 -8-12 ' ,. 1' 8-11 8-10 8-9 ~ ~ . IMC:-TLAND "c" ~i ,~ ~ TOM ·o· / _ vvc / j :;t ><IQ ~ EL.=519.13 I ...._, / Ix~ f , \ ~ I~ FOUND rx4n CONCRETE 1.3' NORTH OF f , TYPE II " ., , '-. ~ MONUMENT RE NC£ 0.09' I I \ \ r ) \ \ \ \ \ \ \.. \ -: " z ' ) \ \ \ X<, \ I ' x~ 7{/:g;:;:s8~1sg/1~:,yNcH \ N88°20'08"W/ '-._.i \ 0.1' ,"-.-FENCE CORNER IS .03' NORTH ANfJ .5 f\f"ST 8-8 661 \ ) 4.00' FENCE CORNER IS 1. 7' !,!£"ST OF PROPERTY CORNER TO HOUSE 200.06' ~" or!P 3' GATE FENCE CORNER IS 1.7' SOUTH AND 4.2' EAST OF PR'.!\RTY CORN 200. 06' ' WOOD FENCE ! ·,r, ! .... ,;,f' I lWMt., .. . . . . , I TO HOUSE 80 1"!''--tr CONG. 1£ EL.=517.1' " 's ""~ '- AILBOX UP 12· CONG. 1£. £L.=;517.0' TO HOUSE 12P CONG. 1£ EL.=513.8' 12" CONG. !£ EL.=513.2' 12" CONG. IE. EL.=512.0' 12" CONG. IE. EL.=-511.6' 12" CONG. IE. El.""'507,7' 12" CONG. IE. EL.=503.8' WM v't'./"-12" CONG. /£. EL=S02.7' ~ 'y)p W/ TRANSFORMER 't::::==,rcd/;H'r-----cO,HP---,.1 12~ CONG. IE. EL.=504.8. 12~ CONC. 1£, EL.=499.3' BOX 12" CONG. IE. El.=498.7' .;.· .... :' .11Tfl'CF\I. CB W mASH RACK RIM EL. = 495. 94' 12" ADS (S.) 1£. EL.=492.42' WETLAND "A,, TO HS£ / TO HOUSE TYPE II ' { ' WETLAND TYPE II r CB RIM EL.=444.64 4~ PVC, {NW.) IE.=443.38' OUTFALL NOT FOUND "A,, \ \ APPROX/MA TE OFF-SIT£ WETLAND BOUNDARY !/f / ~1. 7' FENCE IN r 4.4' N88"20'42"W 266.9 D!JRtfff.RL ' ,_,,,,,..J / I \ .r····'.2l6."ii4/< ··· .... --~ ... ··\6~ CONG. IE.=."449.6' . . . . \ . WETLAND TYPE II FOUND 3/4" IRON PIPE ±0.40 AfiOVF GRADF ------ \ 30' EASEM ~ FOR INGRESS, EGRESS ~ - \AND UT/UT/ S L REC. NO. 7 0811,(0354 I I I \ "A,, ---- --A-18 '-.... ,. / A-15 \ GS-11 I' GS-11 ·. in ,.., oi "' ... t<:S ·,.,,,,..·.· .• w.v;, 00' S.E. 124TH RIM El. = 497.34' 12" ADS (N.) IE. El.=492.56' 12" ADS (E.) !£ EL.=492.68' 12" ADS (S.) 1£ EL.=4.92.70' 1r CONG. IE. El.=489.3' I I . UP w/ mANSFORMER ;+"'\,,-'--'-----oH,P------TO HOUSE CB RIM EL. = 497.34' 12~ CONG. (N.} IE. EL.=483.4' 12~ CONG. {S.) IE. El.=483.4' TO HOUSE ST. f ~~~:~o"::~T/1 OF; f '",«P'::" , '~A~ . :,C,, \ __ /f~RmF:R; :7c;/1s'· c;rf?,].:~@ ¥~ \I -'-c-\, o'i'(_.,.-· · · OVER HEAD POWER LINE EAST, t\f'ST, NORTH, SOUTH AND NORTHEAST TO HOUSE ·.·\ OPEN TO THE NORTH \_ 4 9'<' "l / : / 12 » ADS. (s.J tE.=448_88 , souTH EDGE DF 16' ENGRESS AND EGRESS sol/TH ( i ~. ! 16' X 50' EASEMENT FOR GEO BLOCK WALL WM '-_,;~ uTBM A• SET RR SPIKE IN W. FACE OF UTILITY POLE :1LWox .a' AB0\11: GRADE \x C \ { /' EL.~484.7' '\1 • x "'\ EASEMENT f · ·~ 8.03' INGRESS AND EGRESS \ \ / ~ xi \ \\ 'l ~:c.1 "" i' I X \ I \,~4'fi CB RIM EL.=446.50' 12~ ADS. (N.) IE.=444.80' 12" AOS. (S.) 1£=444.77' OUTFALL NOT FOUND 0 SCALE: 1" = 60' 30 60 120 \ ... "L' 1· y WM TO HOUSE ----q,P--+--'"o---0H,P------O,HP---TO HOUSE I JO' 30' I I I I I .. ,,.,.,,.,,<• ... ' ,,,·.~-.. ,,.,.,," 1 '.,, ,~· ., ' CITY OF RENTON GPS CONTROL NETWORK HOLDING CITY OF RENTON MONUMENTS C.O.R.j1851(8ASE POINT) AND C.O.R.§1852 THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE OBTAINED UTIUZING GLOBAL POSITION/NG SYSTEM (GPS} SURl/£Y TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. COORDINATES ASSOCIATED wm-1 THIS DRAWING ARE PROJECT COORDINATES WHICH MAY 8£ CONVERTED TO STATE PLANE GRID COORDINATES BY SUBfflAC71NG 100,000 METERS (328,083.3333 FEET), THEN MUL71PLYING BY THE A\11:RAGE COMBINED FACTOR OF (0.9999823034), THE INITIAL COOROINA TE CONVERSION WAS PERFORMED USING THE LE/CA SKI-PRO PROGRAM VERSION 2.0 2000. PRIMARY CONTROL POINTS ANO ACCESSIBLE MONUMENT POSITIONS WE"RE FIELD MEASURED UTILIZING GLOBAL POSJnONING SYSTEM (GPS) SUR\11:Y TECHNIQUES USING LE/CA SR 9500 EQUIPMENT. MONUMENT POSITIONS THAT WE"RE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES 111':RE TlED INTO THE CONTROL POINTS UTllfZING LE/CA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. DATUM VERTICAL-NAVO 88 / HORIZ. NAO 83/91 BENCHMARK CITY OF RENTON SURVEY CONffiOL NETWORK MONUMENT #1852 J" BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 4TH SJREET(SE 128TH ST.) AND 148TH A\.£ SE "TBM A" SET RR SPIKE IN w. FACE OF unurY POLE .8' ABOVE GRADE SE COR OF S!Tf EL.=484.7' T8M "8~ TOP OF 4»X4" CONG MONUMENT AT NE COR. OF SITE EL.=519.13 TAX LOT# LEGAL DESCRIPTIONS GJQ) THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTTON 10, TOWNSHIP 23 NORTH, RANGE 5 EAST , W.M. IN KING COUNTY WASHINGTON: EXCEPT THE NORTH 132 FEET THEREOF; EXCEPT THE SOUTH 90 FEET OF THE EAST 174 FEET THEREOF: AND EXCEPT ROADS 1HE NORTH HALF OF THE NORTH HALF OF THE soum HALF OF THE NORTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF S£CT10N 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN /{ING COUNTY, WASHINGTON; EXCEPT THE EAST 280 FEET THEREOF; TOGETHER WllH AN EASEMENT FOR INGRESS ANO EGRESS OVER THE SOUTH JO FEET OF SAID 280 FEET. PARCEL 'A' THE SOUTH HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST , W,M., KING COUNTY, WASHINGTON; EXCEPT THAT PART IN 148TH AVENUE SOUTHEAST. PARCEL '8' THE WEST 794 OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SEC710N 10, TOUNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. PARCEL 'C' THE NOR1H HALF OF THE NORTHWEST QUARTER OF 1HE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, EXCEPT THE NORTH 168.05 FEET OF THE EAST 302,15 FEET THEREOF; AND EXCEPT THAT PART IN 148TH AVENUE SOUTHEAST (@ LEGAL DESCRIPTION NOT AVAILABLE PARCEL 'D' THAT PORTION OF THE SOUTH HALF OF THE: NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.U, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST QUARTER OF SAID SOUTH HALF; THENCE NORTH 88'20'44" WEST ALONG THE NORTH UN£ OF SAID SOUTH HALF 50 FEET TO THE mu£ POINT OF BEGINNING; THENCE CONTINUING NORTH 88'20'44" rl£ST 216.94 FEET; THENCE SOUTH 00'15'25" OCST PARALLEL WITH THE EAST LINE OF SAID SOUTH HALF 329.36 FEET TO THE SOUTH LINE THEREOF; THENCE SOUTH 88'20'52" EAST ALONG THE SOUTH LINE OF SAID SOUTH HALF 266.94 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE NORTH 00'15'25" EAST ALONG THE EAST LINE OF SAID SOUTH HALF 313.35 FEET TO POINT 1fJ FE:ET SOUTHERLY OF SAID NORTHEAST CORNER; THENCE NORTH 88"20'44" WEST PARALLEL TO THE NORTH LINE OF SAID SOUTH HALF 16 f"EfT TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS ANO UTILITlES OVER AND ACROSS THE NORTH 16 FEET OF THE EAST 50 FEET OF SAID SOUTH HALF AND OVER THE NORTH 16 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTH EAST QUARTER OF SAID SECTION. NOTES 1. INSmUMENTA T/ON FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE ANO ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURV'£Y WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-13().....090. 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON DA TE IND/CA TED ANO CAN ONLY 8£ CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TlME. J. NO EASEMENTS, RESTRICTIONS, OR RESERVATIONS OF RECORD WHICH WOULD BE DISCLOSED BY TITLE REPORT ARE SHOWN. 4, SANITARY SEWER AND STORM DRAINAGE FAC/UTIES HA\.f" BEEN ASBUILT THROUGH FIELD MEASUREMENTS OF THE LOCATION or THE ACCESS STRUCTURES, THE TOP ELEVATION OF THE STRUCTIJRES, AND THE INVERT ELEVATIONS OF ANY PIPES ENTERING OR LEAVING THE smucTURES. IT IS STANDARD PRAC17C£ TO SHOW THE PIPES CONNEC71NG THESE STRUC71JRES AS STRAIGHT LINES. THIS IS ONLY AN ASSUMPTION AND THE ACTUAL LOCATION OF THE PIPING MUST BE VERIFIED IN THE FIELD BY THE CONSTRUCTION CONTRACTOR PRIOR TO ANY CONSTRUCTION. 5. UTIUTY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIE:LO LOCATION OF EXIS7lNG STRUCTURES. nELD LOCA T!ON OF UTILITIES BASED ON LOCATOR PAINT MARKINGS. 6. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING Ul/LITIES PRIOR TO CONSmUCTION. LEGEND $ CONCRETE MONUMENT @ SURFACE MONUMENT -0-UP ----UTIUTY POLE E--GA ----GUY LINE D TR ----TELEPHONE RISER 0 CB ----CATCH BASIN o l'V ----YARD DRAIN EB WM ----WATER METER M W'/ ----WATER VALVE 1 GM ----GAS METER FH ----FIRE HYDRANT TMH ---TELEPHONE MANHOLE PM ----POOCR METER 80 ----WA7£R BLOW OFF VALVE" XFMR --POWER TRANSFORMER c::::, LPG TANK--PROPANE TANK cj SIGN c::1 MAILBOX >---< CUL VERT ' LINE WEn.AND FLAG FENCE (AS NOTED) -DHP-OVERHEAD POWER AND UTILITY LINES -UP -UNDERGROUND POWER AND UTlUTY LINES -G-GAS LINE PAINT MARK LOCATION -W-WATER UN£ PAINT MARK LOCATION -UT-UNDER GROUND TELEPHONE PAINT MARK LOCATION -CATV-O\.f"RHEAD CABLE TV AND TELEPHONE LINES ASPHALT GRA \.f"L PAINTED FOG LINE DITCH [ [JJ . . . . . . ~ ~ DIRT D ,,. CONCRETE !,1£"TLANO 8. THIS SURVEY WAS PREFORMED WITHOUT THE BENIFITOF A TITLE REPORT. OF A TITLE REPORT. "' TRIAD ASSOCIATES :-----• 11814115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Land Develoµment Consultants g /],/1/ BRUCE E. KNOW/.. TON PROJECT MANAGER BUD CONDREY, PLS PROJECT SURVEYOR PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITfAL D~TE: 8/01 /02 SCALE: RORI!.: 1"~100• VERT.: EXPIRES: 12/16 /02 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 " -SHE-ET-N-0.----2--2---; OF "