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HomeMy WebLinkAboutLUA00-075 - Large FormatD: \7 1 9 0 8 T R E E .d w g METHOD USED: & BENCHMARK: BENCHMARK | SURVEY NOTES: INSTRUMENT: NIKON TOTAL STATION DTM-A10LG (5 SECOND INSTRUMENT). CITY OF RENTON MON#57 ELEV=326.43’ (99.496M) 3” A CONCRETE POST MONUMENT DOWN 0.5” AT THE INTERSECTION OF NE 12TH STREET & EDMONDS AVENUE NE. FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-070 DATE OF SURVEY: MARCH 2000 BASIS OF BEARING: NE 12TH STREET BETWEEN CAMAS AVE. NE & /, A GRAPHIC 40 9 20 40 NE EDMONDS AVE NE (N89°33’22"W) FLAT BRASS DISC WITH "X” AND A PUNCH MARK ON SCALE ( IN FEET ) | 1 inch = 40 ft. | PORTION OF THE NE 1/4 OF THE NE 1/4 SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. CITY OF RENTON, STATE OF WASHINGTON PLAT DATA ~ - TOTAL AREA — 77,461 ‘SQUARE FEET(1.78AC) STREET R/W DEDICATION AREA — NONE ZONE — R10 PROPOSED NUMBER OF LOTS - 16 a S 89 ° 3 3 ' 2 2 " E 17 5 . 2 9 ’ TSR SSS ee =} < ~ EDMONDS’ AVENUE NE $00°59'23°W 473.36" Fv asesiane meas are gS ee a ows Be Ban MO —a 3 < \ } Q 130 DENSITY — 16 LOTS, BASED ON 10 DU/ACRE * po o LUA- LND = rc S| hu <> | NE 12TH ST <|s = = Ww | w lu x BS w DAA] | s =< = ee] 2) SITE W S = VAS & x FS uy S 8 5 iG ay, —_—) S Sty, SS / || = — — _. |X | 0) S S Js In 3] hy “N I " 6, & 2. 00 ed, 52.06 52,00’ Pal | . | | | p7 7 45 - 0 8 " N = SB G 9 - 5 S 22 ° F — — - — h | | | | me ad G i A 22 % — — — —— 6 M ‘2 9 % — = a ot . 7 | BT Bes OL B 12-18" PRIVATE ROAD FASE MEAT SB 8 9 - F S | | L L se g 3 x 5 T © @ £- 33 14 5 . 0 0 " — i L. s9 9 - 3 3 ' 9 9 L. 5g 9 : 3 3 ' 9 9 % — — Fj 10°CpT Va n NE 12 T H ST R E E T N8 9 ° 3 3 ' 2 2 " W 13 2 5 . 2 3 ’ (C . O . R . ) ge eee DAYTON AVENUE NE, ee sy 3 <a Sg Sf it ! P OSCO 15 S 5 1 of =) Wn Sa y ak S © or me ) |e is Ww g S ty BR | 4 > Ei on t | 8 | ‘e ) R | ia ‘47 x LEGAL DESCRIPTION BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF TH SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., IN KING COU, BOUNDARY LINE OF SAID SECTION 8, AS MEASURED ALONG A LINE PROJEC TO SAID EAST BOUNDARY| LINE; THENCE N SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; 00°59'23"W 488.07’ LEGEND CONIFER F — FIR C - CEDAR COT 8, = eg Pow wooD M — MAPLE NORTHEAST QUARTER OF NTY, WASHINGTON; | 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY L_S TATE -HIGHWA ¥Y_NO_2; THENCE IN. A_SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR / MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TO A POINT 30 FEET WESTERLY OF THE-EASF —— —- — ’ TED AT RIGHT ANGLES ORTH PARALLEL TO AND 30 FEET WESTERLY OF THE EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, OR PRIMARY STATE saaih al NO. 1; AND EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NOR THBASTERLY AND OPPOSITE HIGHWAY ENGINEER’S STATION 48+00 ON THE A-LINE CENTER LINE OF aR INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT\3 PROJECT; THENCE NOR ENGINEER'S STATION 23+V75 AND THE END OF THIS LINE DESCRIPTION; AND 405, NORTH RENTON O FEET WESTERLY / [ —~ ““AND- OPPOSITE Fe i STATION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID. TH, ERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY f EXCEPT THE NORTH 30 FEET CONVEYED 'TO THE CITY OF RENTON BY INSTRUMENT RECORDED UNDER RECORDING NUMBER ieee | ABERDEEN AVENUE NE CITY OF RENTON MON#71 TOP_2.5” DISK SET IN CONCRETE GJS DATE JOB NO. 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 MAY, 2000 = _ MONUMENT (3/00) PHONE (425) 251-0665 FAX (425) 251-0625 ee ee 719008" 201 CHKD. BY SCALE SHEET MH. T. 1°=40’ 1 OF 4 / J / v / J / / EES TO aE RETAINED /’ ,*° fa , } ¢ / ms Zs ca Al LINE TABLE | LINE | LENGTH BEARING | if 13.36 513°50'31’ Ww | ig 8,22 N42°31'59°W CURVE TABLE CURVE LENGTH | RADIUS DELTA TAN Ci 39.51 25.00 9073245" 25.24 || OWNER/DEVELOPER ROBERT & NANCY FLORER & JOHN S. BANCHERO 12228 NE 112TH PL. #AT KIRKLAND, WA. 98033 ENGINEER/SURVE YOR | TOUMA ENGINEERS 6632 S. 191ST PL., SUITE E-102 KENT, WA. 98032 PH. 425-251-0665 | JE TOUMA ENGINEERS WEST VALLEY BUSINESS PARK EDMONDS PLAT TREE PLAN FOR R & R LAND INC. DWN. BY DDIM Done BENCHMARK EDMONDS AVENUE NE NE (2 7 H ST R E E T S00°59'23",W LUA= LND GRAPHIC SCALE 160 ( IN FEET ) 1 inch = 40 ft. G Lee Sf { \ 450.00, = | | POS 12 ee ee “ S0059°23"W 488.07" — 2807 SLOPE LEGEND 0% TO 25% 25% TO 40% fi I “ REV. NOW. 2000 | EDMONDS PRELIMINARY PLAT “TE TOUMA ENGINEERS SLOPE ANALYSIS | WEST VALLEY BUSINESS PARK DWN. BY GJS BATE a0n We 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 PHONE (425) 251-0665 FAX (425) pat-06eS PIOCSLORLANC Mi 1, 208 719—008= 2 a CHKD. BY SCALE SHEET | M.H.T. 1°=40’ 1 of 7 samy user WEES PORTION OF THE NE 1/4 OF THE NE 1/4 ry ae ae HERGUEUR iKGM Teak SAMO Die AERE SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. \’ y (5 SECOND INSTRUMENT). CITY OF RENTON, STATE OF WASHINGTON wv — METHOD USED: FIELD TRAVERSE WITH ACTUAL ; aan FIELD MEASUREMENTS AND ANGLES PLAT DATA e S ‘ WAC. 332-130-070 <|S DATE OF SURVEY: MARCH 2000 PLAT DATA / ,{ NE 12TH STIS BASIS OF BEARING: NE 12TH STREET BETWEEN CAMAS AVE. NE & TOTAL AREA — 77,461 SQUARE FEET(1.78AC) ' = w ae NE EDMONDS AVE NE (N89°33'22"W) STREET R/W DEDICATION AREA — NONE W w ——— 4B: BENCHMARK: CITY OF RENTON MON#57 ELEV=326.43' (99.496M) . ZONE — R10 x = -- { pELAT BRASS DISC WITH ”X” AND A PUNCH MARK ON GRAPHIC SCALE PROPOSED NUMBER OF LOTS —- 16 5 Ww SITE & CONCRETE POST MONUMENT DOWN 0.5’ AT THE DENSITY — w x HY NE INFERSECTION OF NE 12TH STREET & EDMONDS i‘ ; in .° & x Ss VENUE NE. ]0.8% Ss = BENCHMARK | ms C.O.R._MON#57 N l | Linch = 40 ft , — SO, PEE BEES ee tine sonnei” ese gst Ieee women meet eles Sys agen a af a _ _! ce NDS FE eMEDMONDS AVE NE _ _ _ '5—PVT. ROA : es ————— kat ! Ss O06 q ae ee + = _ ooerns 5 1. - 4 “ag - ao So ggenisit omens iter sone osoecesassasessy teen . 30.00 100" | 30.00° } 30.00’ | 30.00’ | 30.00 30.00 | 30 on | x S | - ae mus eric 4 rie = - > ye PLO 35, 5 Ts} Ce Cree Ba SPR TB Ter pr abr age agi 4 Tua | 5 * 25 | N lo IPI AQ RIB QUE CRIP Por fi Paik Pat Fl Mo) Moi Saif) So EAE op 2 \ > ~ eo" ! , INS [Fl oolifl salfl said: SS pS gps NX NX NX NX | g.10 AC es ~~ LO : 0. Sst SSP Ssy s8' yl salfi sa fl salt gall galli Galli sails 12 | af _ iS | RetPrashyr ast TE Sst Pr SslPr Ssrpr Sse SSili FSi tl) SSa pee PRM access | P| | 4,960.9 sr RY og x he |}! 2 it! Se ey ees CO OS ee Se a S| 10.11 AC Sf 35 7 | soy | | 3 bu 3 : : ‘ A =} | Me Als Ne + s oe © IN 7 Sp 1! 9 Mh fo Bh 7 E —— sodusupe—- — SW | 62154056 im fe wt | Bis BS Bis s 8S ae ss 8 Ms ss hee Zz | Na) ; BS + aly ee RY Phy RIS pS ra mES S ~ | [ e [poor * | 2] = - = a = ix = moby + N 6,880.0 S S 120 Q . an By c By 8] | oS ] Cy BI | i Ps ag AE | BS SOOTS'4Z°E VP Ol i “ a on ee en ns es Cs ee cae L_ 8 143 | iT 1.94 — — — ° , F A is) | loo. 14. KR & FSO" |PRIVATE ALLEY EASEMENT 20’ BSBL S 4 BY | Ly ae oe in ay | 5,506.2 SF” Ly =e G12 AC, ix ¢ — se Less pes ee rc | - eens a sre es 5 & : | Y | : BOOOSODIS , S92ZSW 488.07" — ‘ ~N | v | x x . 7 4 “ i ss if a | a * AN | AQUIFER PROTECTION NOTICE / BUNE TABS _ ' | a bs ye 1 THE LOTS SREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S fe LINE LENGTH BEARING | N: a eo | AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS” 1 B22 N42°37°59°W —. x -\IB7 OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE / ; e | SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW : | AQUIFER UNDER THE CITY’S SURFACE. THERE IS NO NATURAL BARRIER | Ly | BETWEEN “HE WATER TABLE AND GROUND SURFACE. EXTREME/CARE SHOU, a : ' * : BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN f CURVE TABLE | | | WATER TO PROTECT FROM CONTACT WITH THE GROUND ar | ! SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT LP.’ CURVE| LENGTH | RADIUS DELTA TAN | LEGAL DESCRIPTION | THE CITY'S DRINKING WATER. C1 39.51 25.00 | 90°32'45” | 25.24 uae | BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF y ra SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; ; / . 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8 THENCE WEST ALONG THE NORTH / | BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY F: : / | LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY ? | -— -— L-STATE-HIGHWAY.NO...2; THENCE IN..A_SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR / F, OWNER/1 DEVELOPER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TOA POINT 30 FEET WESTERL (OF THE-EAST —- —- —/ a WENDELL WOODALL | BOUNDARY LINE OF SAID ‘SECTION 8, AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES / J 618 — PARK AVENUE N. TO SAID EAST BOUNDARY LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE ’ y Z RENTON, WA 98055 SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; jf / , EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, / / OR PRIMARY STATE HIGHWAY NO. 1; AND, / f ENGINEER SUR VE YOR EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE / / TOUMA ENGINEERS — -—— HIGHWAY ENGINEER’S STATION 48+00 ONi THE A-LINE CENTER LINE OF BR 405, NORTH RENTON / 6632 S. 191ST PL., SUITE E-102 INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT| 30 FEET WESTERLY / / KENT, WA, 98032 DA YTON p—— “AND OPPOSITE “HIGHWAY-ENGINEER’S STATION 23450 ON THE 116TH AVENUE CENTER LINE OF oa / PH. 425-251-0665 ~ PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY / J ENGINEER'S STATION 23+75 AND THE END OF THIS LINE DESCRIPTION; AND ; i AVENUE N ie EXCEPT THE NORTH 3O FEET CONVEYED 'TO THE CITY OF RENTON BY INSTRUMENT RECORDED | / Rev. Now 2000 UNDER RECORDING NOMBER TORSEOO TED, ABERDEEN AVENUE NE CITY OF RENTON MON#71 TOP_2.5” DISK SET IN CONCRETE MONUMENT (3/00) oe SS S A " . a SH O U PHONE (425) 251-0665 “TE TOUMA ENGINEERS WEST VALLEY BUSINESS, PARK 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 FAX (425) 251-0625 EDMONDS PRELIMINARY PLAT DWN. BY GJS DATE JOB NO. 71908PPL.DWG MAY, 2000 719-—008- 201 CHKD. BY SCALE SHEET | M.H.T. 1"=40' 1 OF 4 PRN0-015 ng PORTION OF THE NE 1/4 OF THE NE 1/4 ry A “ SURVEY NOTES: ‘, a \e ok LUA= : SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. ¥ INSTRUMENT: NIKON TOTAL STATION DTM-A10LG 7 , x IND (5 SECOND INSTRUMENT). CITY OF RENTON, STATE OF WASHINGTON \ METHOD USED: FIELD TRAVERSE WITH ACTUAL | . =e FIELD MEASUREMENTS AND ANGLES PLAT DATA i. S < WAC 332-130-070 =|8 DATE OF SURVEY: MARCH 2000 PLAT DATA / y| NE 12TH ST Sis BASIS OF BEARING: NE 127TH STREET BETWEEN CAMAS AVE. NE & TOTAL AREA — 77,461 SQUARE FEET(1.78AC) = 2 wW , NE EDMONDS AVE NE (N89°33'22"W) STREET R/W DEDICATION AREA — NONE = w Les 4B BENCHMARK: CITY OF oe MON#57 ELEV=526.43" (99.496M) ZONE — RIO < = S INFERSECTION OF NE 12TH STREET & EDMONDS aT ‘ & S Ss VENUE NE. . /0,8% es 3 BENCHMARK | va |__| | | (IN FEET) | _ Ne C.0.R._ MON#57 \ a _ i Linch = 40 ft | NDS Ee SMEDMONDS AVE NE _ _ _ 5— ei ROA VICINITY MAP = ss _ A / a 00d b] ya ~ - - ; \ — 5 ) oe = ; rg Es a See 2. SEE REISE OREO ea P ~ 530.00 .00° | 30.00" | 50.00 | 30.00’ | 3000 30.00" | 300 - : ~ | . Boers abe agree ae L2550%37 5 . G ey Bi ee Gee ee en Cree (ofeel Celleiel fate’ fot ! re lo SIP IASI CSIP CQih Mot Bl Saif) So 1 Fey 1 Be 1 Bes 15! 4,419.4 SE | \ = 173.29" | ; INS [PE soifi oaifi salt: SSP, SS NX N= PO OAS KS NSLP 110 AC eae 0. oS 8 gale! Ss SQ Pl selPl galfl gall! gal]! calli oes 12 | af | leS TpPOstPi stp silt Sst Pl SSP Ssrfr SSids SSidi FSi | 1 Sse p26 PRAT access— 4,960.9 SF RS “See ~ ie ns Ce ee ee Ce Oe en ee ee ee S | 0.11 AC ap mg Ne op! Qi 2 ali 3 hu I 6 Rita id P ‘ =}. Ne “IS Als * % oAly & Ale 7 Ais? M1 9 ehi7o et 17 — . sodysa7e — — 1A 6,213.4/5F a ad ap) be) ik x SR Dis OWS PIS Pel nls BIS nls ~ | | [poor & \D oy ° | oS i I" a a (hes x = x oS &| N 6,880.0 SF ‘ rypae re Atb RY Qe 2 San By ] 2 8] | By ] By Bh a 8] | 8 15 AC | i S0073'47°E V > , | ~ is oe a cs ns ce Cs oi 1930! ? if 94° — S | _ =~ ~ = 2 a wn! S ; J) be 2 | I || Pe 14 3, | 2 f— 30"|PRIVATE ALLEY EASE 20’ BSBL 8 2 8 J) y cm Ly —_t _— _ __ i RS | 5,526.2 SF“ F Ly | ee — i 12 AC, . - | pes L nS | = tee Sees St 25 54 = ~ - | a Y | | ae 59'23'W 488.0 i Re, | 8 2 x / i _" U i . PA I | > # AN | AQUIFER PROTECTION NOTICE / LINE TABLE KR | Vt | THE LOTS OREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S LENGTH BEARING QQ _ | AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENT: B22 N42°31°59°W -_ x “i567 | OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE | i | SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW "AQUIFER UNDER THE CITY'S SURFACE. THERE IS NO NATURAL BARRIER Ly BETWEEN “HE WATER TABLE AND GROUND SURFACE. EXTREME/CARE SHOU, x BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN : CURVE TABLE | | | WATER TO PROTECT FROM CONTACT WITH THE GROUND , ' SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT Py CURVE| LENGTH | RADIUS DELTA TAN | LEGAL DESCRIPTION | THE CITY'S DRINKING WATER. / cr 1 39.5 25,00 | 90°30'45" | 2524 —_— BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF ra ra SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; y ’ | 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH J ' BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY / / / | LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY f J ——~ STATE -HIGHWAY_NO...2; THENCE INA _SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR / F, OWNER/DEVELOPER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TO-A POINT 30 FEET WESTERL (-OF THE-EAST —- —- — a WENDELL WOODALL | BOUNDARY LINE OF SAID SECTION 8, AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES / F. 618 — PARK AVENUE N. TO SAID EAST BOUNDARY LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE : } RENTON, WA 98055 SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; rs F, , EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, / OR PRIMARY STATE HIGHWAY NO. 1; AND, / r, ENGINEER / SUR VE YOR EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE / , TOUMA ENGINEERS ~ HIGHWAY ENGINEER’S STATION 48+00 ON) THE A-LINE CENTER LINE OF BR 405, NORTH RENTON | / / 6632 S. 191ST PL., SUITE E-102 INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT 30 FEET WESTERLY / / KENT, WA. 98032 DAYTON ~~ —~ —“AND-OPPOSITE HIGHWAY-ENGINEER’S STATION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID ! PH. 425-251-0665 = PROJECT; THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY / / ENGINEER’S STATION 23+75 AND THE END OF THIS LINE DESCRIPTION; AND j Ly “ om AVENUE N E| EXCEPT THE NORTH 30 FEET CONVEYED 'TO THE CITY OF RENTON BY INSTRUMENT RECORDED / / REV. NOY. 2000 UNDER RECORDING NUMBER 7906250755, ABERDEEN AVENUE NE CITY OF RENTON MON¢#71 TOP_2.5” DISK SET IN CONCRETE MONUMENT (3/00) “TE TOUMA ENGINEERS EDMONDS PRELIMINARY PLAT WEST VALLEY BUSINESS. PARK DWN. BY GJS DATE JOB NO. 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 71908PPL.DWG MA % 2000 719-008-201 PHONE (425) 251-0665 FAX (425) 251-0625 : CHKD. BY SCALE SHEET MH. T. 7°=40’ 7 OF "{ 9 0 8 T R E E .d w g PORTION OF THE NE 1/4 OF THE NE 1/4 SURVEY NOTES: LUA- INSTRUMENT: NIKON TOTAL STATION DTM-A10LG SECTION 8, TOWNSHIP 25 NORTH, RANGE 5 EAST, W.M. —" IND (5 SECOND INSTRUMENT). CITY OF RENTON, STATI: OF WASHINGTON bev ENTE METHOD USED: FIELD TRAVERSE WITH ACTUAL ahi FIELD MEASUREMENTS AND ANGLES nig G7 2009 eg WAC 332-130-070 . - . Is DATE OF SURVEY: MARCH 2000 / PLAT DATA eCNED .,| NE 12TH ST ax BASIS OF BEARING: NE 12TH STREET BETWEEN CAMAS AVE. NE & TOTAL AREA — 77,461 SQUARE FEET(1.78AC) = SS S >. ; NE EDMONDS AVE NE (N89°33'22"W) STREET R/W DEDICATION AREA — NONE x lu a 4 BENCHMARK: CITY OF RENTON MONJ57 ELEV=326.43' (99. 496M) | / | FONE — R10 x z s 3” FLAT BRASS DISC WITH ”X” AND A PUNCH MARK ON GRAPHIC SCALE p M TS - = wh A CONCRETE POST MONUMENT DOWN 0.5’ AT THE q SENSI Me rors ORASED ON 10 BU ACRE R S SE AR INTERSECTION OF NE 12TH STREET & EDMONDS \* 7 7 * - m , © x = | AVENUE NE. = a 8 = BENCHMARK | wea N ° ra C.0.R._MON#57 |. | 1 inch = 40 ft. | : ‘ , — * Styss Y a — 8 oo — a Sas eee ees 7 A . 8 2 ~~ g = —— 4 en ow, - - - : -NUE NE | VICINITY MAP / S00°59'23°W 473.36’ ~ = ~ ~ z _ .8 | _ 7 ee ST ee eee eee, 8 Oe ee Sine ee ee ee eS SERBS SS SS prt rs . 2.00. 22. 32.00’ | 32.0] 320 ye ce Ye Tos PRN D 3 | Merl | SB i 7 | ee eRe oN ee | Ny | 220" » U7 7'afe . vy? | |7 | ] I}1 aah, Pl rt _\ ve Rg) i |! i} I l, ae | Leal <3 \ 7 — | on | eM dy Row 11 TT iF < ar i | | 4 18 ont | pu ; ow Sow | || iar | | ese" | i]t if : ow bog rll | gontel |. ! (feu ih | i | x F re) N w . Sse SF Ge Ve 5 | st] | < | N Sa aja 7 aig ° & Ae? Ho : ae . Bs S18 Ses Bis 8 vale age sie ae 3 2 | BR gt ge eves glk g ax sae ie ge 8 ob y ie Be | | | BI | a Rl | | o | ofl wee | TL | ee "kes i 4 , 5 12-18" ERS a} cS ce fees | Lt v Li | : hr? PRIVATE ROAD EASEMENT Re Wi) LRP eae a of — =| — Ly van a7, RS Ne = S 00:99°43” Wa73|36° °° "/ ] | igre oS aot No Fen | SR Bon. | sco pas Looe [ a = <— # +o hacen 0. 32 1a 32 00” is 3200’ Be a0’ | | iSSccocce 1WS00°59'23"W 488.07" ne ™> 3 18°M x x : ri} & o N CONIFER | LINE TABLE KS | ato F — FIR Co / Fe LENGTH | _ BEARING \N — S 51 C — CEDAR TREES TO BE RETAINED /’,*" L1 13.36 SIZ5O'S1W =) & | * cub gt 12 8.22 N42'31°59°W iS oh DECIDUOUS / es / Ly ky x A - ALDER vA fe a ~ COT + COTTONWOOD / fit CURVE TABLE = Ley sp" CURVE| LENGTH | RADIUS DELTA TAN Q LEGAL DESCRIPTION / f / cr | 39.51 25.00 | _90°32'45" | 25.24 Ta 8B BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF / a o> SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; / | 9 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH / M . BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALIEL TO THE EAST BOUNDARY } J LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY / i OWNER/DEVELOPER f— —— “—STATE -HIGHWA Y_NO__2; THENCE IN. A_SOUTHEASTERLY DIRECTION ALQNG THE NORTH LINE OR / ( ROBERT & NANCY FLORER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TOA POINT 30 FEET WESTERLY-OF-THE-EASF —- —- — f & JOHN & BANCHERO BOUNDARY LINE OF SAID \SECTION 8, AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES / fi 12228 NE 112TH PL. #At TO SAID EAST BOUNDARY, LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE J , KIRKLAND, WA. 98033 SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; / / 2 We: EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, J / OR PRIMARY STATE HHA NO. 1; AND / J ENGINEER SUR VE YOR A EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHBASTERLY AND OPPOSITE / / TOUMA ENGINEERS — HIGHWAY ENGINEER’S STATION 48+00 ON| THE A-LINE CENTER LINE OF BR 405, NORTH RENTON / F 6632 S. 191ST PL., SUITE E-102 INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT|30 FEET WESTERLY / / KENT, WA. 98032 DAYTON [~~ AND~OPPOSITE “HIGHWAY-ENGINEER’S STATION 23+50 ON THE 116TH AVENUE CENTER LINE OF SAID / H. 425—-251—0665 ~ PROJECT: THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY / / | ENGINEER’S STATION 23+75 AND THE END OF THIS LINE DESCRIPTION; AND i AVENUE NE EXCEPT THE NORTH 30 FEET CONVEYED 'TO THE CITY OF RENTON BY INSTRUMENT RECORDED Z UNDER RECORDING NUMBER 7806250755, | EDMONDS PLAT TREE PLAN | TE TOUMA ENGINEERS ae R & R LAND INC. ‘Ba ABERDEEN AVENUE NE WEST VALLEY BUSINESS PARK \ CITY OF RENTON MON#71 DWN. BY GJS DATE JOB NO. TOP_2.5” DISK SET IN CONCRETE 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032} 77908PPI.DWG MAY, 2000 719-008-201 MONUMENT (3/00) PHONE (425) 251-0665 FAX (425) 251-0625 . CHKD. BY SCALE SHEET MH. T. 1”=40’ 1 OOF 4 PORTION OF THE NE 1/4 OF THE NE 1/4 LUA= SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ts LND CITY OF RENTON, STATE OF WASHINGTON : 7 AL tay GRAPHIC SCALE | ~~ | Xr 40 0 20 40 80 160 . | # S ° (IN FEET ) |S 16°GV IN EX SSMH EDMONDS AVENUE NE 1 inch = 40 « - BENCHMARK | ly ICONC. YLT. RIM=324.93 EX CB @ / 18 | /E= 316.53 GR=510,67_,\ Ex piel Saag case saat ; i IE =308.62--8" * RiM=305.47 5+50- EDMONDS AVE NE (E=275.09-24°W it 18 | —_ — IE=298.05 =7+15.00—PVT. ROAD IE =276.09-24’N H+00— EDMONDS AVE NE \ | $ | \ NG \ \ \ \ \ ‘ _RELOCA ENUST TV —_ 3 i y ry ? » \ \ 4 —— a \ ' S00°59°23"W 450.00’ | \ ; id da YY \ ‘an a a I ee an j _ —— aoa i= — 4 iN _" Le ( a * £9) wt a= wth TH324 FE" TWIBDD tra) w oy, ‘ sii UR ye lian | = : l <3 [BWG2) 1130 Fists THSTT 1308 W306 /" 7W304_, ~"S] */ ty _ F ~ i ees ene : it J, i / ° 7 a soe . > ~~“ s a — ee PSS fg XS SSMH. couany “RIMS282. 96 V0 [B= 27236 WIDEN ASPHALT, “ INSTALL NEW CURB, | NEW SSMH GUTTER & SIDEWALK ¥ E oe 7W314_|- BW310 7. TW306 an BZ del C= BW304 >> | (aso 8+35 NE 12TH ST |} oP ma =1+00 PVT RD. an EL=298.57 NS ASPHALT k= pba APRON Yn) aH = - 50’ ASPHALT ; 7 oe ee __S00'59 Zo 488.07) _7 TW2807 TW 284 TW 280 aj AC PAVING. xc 1]: BW 264 i_TW 282 -— —-WETVAULT _ ge ae LEGEND BW 2800 = EK BT 4 TF - TO NEW_SSMH RIM=971.83—y [° jo" es TF = TOP FLOOR ELEV. pale AE LF = LOWER FLOOR jELEV. E7264, 43-274), Ly GF = GARAGE FLOOR ELEV. S- a 7 sf & Paes TW = TOP WALL ELBFV. 7 Fy ; 30° Ss ° | BW = BOTTOM WALL| ELEV. L4 3 ‘ A i / LPS URS r F a Q / > — Le Ss if x 16° , Re) 7 S x 7 é & 14’4 i 5’TYP. | Y = / of to} ay as L. 20% = 2.0% eis / B ea4H#3 — er iS & & / a — = WSIS SSE STIS STS SETS en Oo] 9 10° i * MIN. f / . ! 4” COMPACTED DEPTH CLASS "B” 2 oe an man 4% ASPHALT — 2 LIFTS REQUIRED ’ : == ae Se Ser aanre oe aes Ro 6” COMPACTED DEPTH — CRUSHED i an A “i SURFACING TOP COURSE LL 2” AC/ CLASS "B” ” A AS Ni # 20’ OF PAVING FOR PRIVATE cas! Bc (MIN. SECT) i GhawEs PASE ap NEGoet —~ —— ACCESS AND 20’ FOR ALLEY P A et _ 2” CRUSHED SURFACING / | HOP GOURSE(OAS" WINDS) iS ROAD SECTION NE 12TH STREET = EX SSMH 4” CRUSHED SURFACING NTIS 3 RIM=279.21 BASE COURSE(1—1/4” MINUS) / | (£=273.11 GRAVEL BASE AS NECESSARY / TO STABILIZE PAVEMENT b REY. NOV. 2000 PRIVATE ACCESS AND EDMONDS PRELIMINARY PLAT PRIVATE ALLEY SECTION TE TOUMA ENGINEERS NTS “ * a” UTILITIES & GRADING PLAN WEST VALLEY BUSINESS PARK DWN. BY GJS DATE 0B NO. 6632 SOUTH 191ST PLACE, SUITE E-—102 * KENT, WA 98032 = _ ete (425) 251-0665 FAX (425) 251-0625 71908CRD. DWC i y, Epee 719 008 201 CHKD. BY SCALE SHEET M.H.T. 1°=40’ 2 oF 4 PORTION OF THE NE 1/4 OF THE NE 1/4 SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON 1+00 3+00 4+00 5+00 6+00 7+00 8+00 340 340 KR Wn fe = 2 320 age 320 meh S : ate ed 56+50- INDS AVE NE a Ss ~ ~ =7+1 VT. ROAD rat rm | EL=3 x so bee Y 300 | 300 | Bea EX.| STREET CENTERLINE TPN PROFILE os ~ 280 280 DATUM _ELEV 270.00 + ~ N © ° 9) 9) D © N we a) ae) © ~< © Wy pe) ba X Re) De) QD 6 N 9) bad N w® 5 5 5 S 5 5 5 5 5 S N N Q Q 1+00 3+00 4+00 5+00 6+00 7+00 8+00 EDMONDS AVE NE At REV. OCT. 2000 “TE TOUMA ENGINEERS WEST VALLEY BUSINESS PARK EDMONDS PRELIMINARY PLAT EDMONDS AVENUE NE EXISTING PROFILE DWN. BY GJS DATE JOB NO. 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 _nng— PHONE (425) 251-0665 FAX (425) 251-0625 71I908CRD.DWG Mt, BOVE 719= 008-201 CHKD. BY SCALE SHEET M.H. 7. 1°=40’ 3 oF 4 DP-NM0-O715 2 ly 7400 2+00 3+00 4+00 5+00 6+00 7+00% ~~ | y 4 al | . S B5'Ve | 25(VC BS RS 50" VC | et S00} 2% — 500 =r be wa Z 5 SONGS 47 ‘I fe) 7 = hr : \ is L 50l_ve 5 wet | Wy ~~ Se | Ss4286%) | | ee: GROUND @ Cl CT ae 3 a ee a Uo 5+50 EDMONDS AVE ‘NE a B am +7+15.00-PVT. ROAD et oe El =302|82 280 =e 280 8438 NE 12TH ST “TA mes PVT RD EL =298.57 | | | | | | SCALE HORZ 1°40" VERT 1410" DATUM _ELEV 260.00 + 9° % a a) 5 ic) % © a % + i) a) S N Ke) 6 N ie2) is) be) N N Q Q q Q N Q Q . . N N X 5 1400 2+00 3+00 4+00 5+00 6+00 7+00 PRIVATE ROAD 8+00 9+00 70+00 340 340 SAWCUT AT EDGE OF ASPHALT AND EXTEND) TO NEW CURB, GUTTER | AND SIDE WALK AT 2% CROSS SLOPE ~ ; [ a: y 520 | , 320 ” ——— z a3 ~ EX STREET @|CL / = —<— Tawa Ry fee” inTersecTION | NE 12 TH ST. a * aaa] Soe as 8438 NE 12TH ST is - —— wo | =9+00 PVT RD. \ | ee | ELE298.57 ~ a \ y ; a —_ oo ry % ) \) 2 3 . > 0 500 -| 500 ee N N ’ | O+00 1400 | wee 7 | SECTION ACROSS LOT 6 { SCALE HORZ 1”=40' VERT 1”=10"| 280 280 X REV. OCT. 2000 DATUM ELEV ila 6 a > 7 < EDMONDS PRELIMINARY PLAT 9 as ns ~ 3 S “ NE 12TH STREET & PRIVATE ALLEY 2 8 § 8 g | E N N » ba) De De) TOUMA ENGINEERS EXISTING & PROPOSED PROFILE WEST VALLEY BUSINESS PARK WN. BY GJS ETE 70m NO. 8+ 00 9+00 70+ 00 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 ° PHONE (425) 251-0665 FAX (425) 251-0625 71908GRD.DWG MAY, 2800 fee NE 12TH STREET CHKD. BY SCALE SHEET M.H.T. 1°=40’ 4 of4 PP-()-O74 EDMONDS AVENUE NE LUA= LND GRAPHIC SCALE 40 80 160 ( IN FEET ) 1 inch = 40 ft. BENCHMARK — __ / \ | \ \ \ \ \ \ & \ \ _ # \ _ | \ Yoo oy \ | \ : / ae / } $00°59'23"W 450.00" , ; J | ~ ro - +8 SPREE V EERE Ce Page = Ley gt / — T+ - | _L 310 4 | 5 6 | 7 jo + 300 KR {a3 =|— Lu r “ - _ a a Li} _ E p LA a aa “yy ee : y Y | | : ( ioe — a ~~ ®, ~ a, r * i te ig gp S005 2TH 4EB.OF || = Ze 4 *——" 280 5 / r H Pr ae ; - _ ! i [ ast oN /th / / vu _ fo _ fi v ¢ ae a J w | / jf x _aTiOe - 7 ITT 4, Maal SLOPE LEGEND a Ly BS], / cy je7 / ft cg x a ot Ee Pd ; RT oy | 0% TO 25% 7 y J an LPs 2B | . _ a / / OP J a Se al 25% TO 40% f 2 ae / cf Z 40% & STEEPER = / f- / cS) / / REV. NOV. 2000 “TE TOUMA ENGINEERS EDMONDS PRELIMINARY PLAT SLOPE ANALYSIS WEST VALLEY BUSINESS PARK 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 DWN. BY GUS DATE JOB NO. 7198SLOP.DWG MAY, 2000 719-—C08-—201 CHKD. BY SCALE SHEET M.H. T. 1°=40’ 1 oF 7 PP-06-015 PORTION OF THE NE 1/4 OF THE NE 1/4 : LUA= SURVEY NOTES: . om-atois SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. (5 SECOND INSTRUMENT). CITY OF RENTON, STATE OF WASHINGTON une METHOD USED: FIELD TRAVERSE WITH ACTUAL T, =n FIELD MEASUREMENTS AND ANGLES PLAT DATA e = DATE! OF SUR Ms en 3000 PLAT DATA | NE 12TH ST al= * BASIS OF BEARING: NE 12TH STREET BETWEEN CAMAS AVE. NE & | TOTAL AREA — 77,461 SQUARE FEET(1.78AC) = 2 : = NE EDMONDS AVE NE (N89°33'22"W) i STREET R/W DEDICATION AREA — w lw 7 & BENCHMARK: GITY OF RENTON MON#57 ELEV=326.43° (99.496M) | ZONE — R10 < = s : LAT BRASS DISC WITH "X" AND A PUNCH MARK ON | } GRAPHIC SCALE PROPOSED NUMBER OF LOTS — 5 | SITE ys CONCRETE POST MONUMENT DOWN 0.5’ AT THE ‘ \ DENSITY — 16 LOTS, BASED ON 10 DU/ACRE a 3 rn S INFERSECTION OF NE 12TH STREET & EDMONDS i? ‘ : , & S S WENUE NE. o BENCHMARK iy | nn ae ZH , - ; C.0.R._MON#57 N gol 40 th — Stygs y Sar ee a eS) = EDMONDS AVENUE NE 5450 — EDMONDS AVE NE _ _ _ _ =7+15—PVT. ROAD VICINITY MAP / S $00°59'23"W 450.00’ 7 = ~ - = ~ = = ee: Gen To = eM BETYT an a = 405.12" ~ 9 oo TTS TTT DIT iiiti icc t errr ere cee eee eee eee eee i ty 30.00 30.00 30.00 30.00 30.00" 30.00" 30.00" 30.00 SOOO 7 aerate N ~ ay | ee | mie _ _ - iw} OU MOSBY re pS apres ape ape apres} mes Cae 10'\10'| | N loS LPI NRSIEPE CRT E KR RIPT Por} Pott i So) Motti Part) Bop fp %o, fe #1194 SF Ss 7) anlybe INP IPI SQiliagifi sal: galigaifiderli SS Fi NS] NS, isso. fs 410 AS S| | | TT Ro iS | resi Ss Asi Sel Ss fi sail S841 $841 $8, | 282 [Se prmare access | “| | 4,860.9 sr 3 ee ¥ é : > * a 1 xe 10.11 AC 5 | N tid fyi wotPi wr ari wk rfi Yo rliw cfir & ba i L : N ol 17 ali 2 al) 3 MT, bu ba 8 2 2 N =] 1 ale Al Me * Se eM & Me 7A RL OR OR TE Sl) soorsare — — S | Rey wi | 6S) 6 OSs) CUBIS OBIS BS OSS ss gs gs NIS(l7a26’ M1 e’} f Bie Hx gy BF BS PS fs Re Pe Bs fF NS & NL 3] Pa BI | 8 | BI | BI 8 81) 31) Si; OR BS | $0013'47°E | Re wa Ph -Spe Spe safe spe safes ~t}J/eo4u}L_L uit _ 8 a | 84.94" — — — Ke, n a FSO" PRIVATE ALLEY EASEMENT 20’ BSBL ° i a Ly i i or a __ IS | 5,526.2 SF Loy | he ZS 2 A12 AC an 1 SS — TR 5 4 ~ — | _ [| baw : = ej KR Qo. Pi - og ROO Oe 00k 30.00} 39 aR A 80-00" 2 ' sg07 Y | | ——_ [ S0059'23"W 488.07" oN > | «i . . a “ ‘ ris 0 * aN AQUIFER PROTECTION NOTICE / a) oie JAE Rm 8 Petia THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S LINE _|__LENGTH BEARING Nn Sif AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS’ ii 8.22 N42°31'59"W “4 x -\ IG OF THE CITY OF RENTON ORDINANCE $4367. THIS CITY'S SOLE L & oY SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW ; — AQUIFER UNDER THE CITY'S SURFACE. THERE IS NO NATURAL BARRIER |”, / Ly; BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME/CARE SHOULD,’ >! 2 * BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN,” /’ CURVE TABLE io | | WATER TO PROTECT FROM CONTACT WITH THE GROUND oo bog SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT tP.x’ 8 CURVE| LENGTH | RADIUS DELTA TAN | Q | LEGAL DESCRIPTION |THE CITY'S DRINKING WATER. 7 7 a Sabi 25.00 | oo32'45" | 2524 Te | BEGINNING AT THE NORTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF Bs J“ | SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; ; / _ 2 30 FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 8; THENCE WEST ALONG THE NORTH / f BOUNDARY LINE OF SAID SECTION, 145 FEET; THENCE SOUTH PARALLEL TO THE EAST BOUNDARY J # | LINE OF SAID SECTION 638.93 FEET, MORE OR LESS, TO THE NORTH LINE OR MARGIN OF PRIMARY z |— —~ STATE -HIGHWAY..NO...2; THENCE IN A_SOUTHEASTERLY DIRECTION ALONG THE NORTH LINE OR / i OWNER/DEVELOPER MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 2, TOA POINT 30 FEET WESTERLY OF THE-EAST — —- —/ a WENDELL WOODALL | BOUNDARY LINE OF SAID ,SECTION 8, AS MEASURED ALONG A LINE PROJECTED AT RIGHT ANGLES / E 618 — PARK AVENUE N. TO SAID EAST BOUNDARY LINE; THENCE NORTH PARALLEL TO AND 30 FEET WESTERLY OF THE , y J RENTON. WA 98055 SAID EAST BOUNDARY LINE OF SAID SECTION TO THE POINT OF BEGINNING; / / , | EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 655879, j / OR PRIMARY STATE HIGHWAY NO. 1; AND, / / ENGINEER /SURVE YOR 2 EXCEPT THAT PORTION THEREOF BEGINNING AT A POINT 75 FEET NORTHEASTERLY AND OPPOSITE / / TOUMA ENGINEERS ———— HIGHWAY ENGINEER’S STATION 48+00 ON) THE A-LINE CENTER LINE OF BR 405, NORTH RENTON / 6632 S. 191ST PL., SUITE E-102 INTERCHANGE; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO A POINT| 30 FEET WESTERLY / KENT, WA. 98032 DAYTON ~~ ~~ AND OPPOSITE HIGHWAY-ENGINEER’S STATION 25450 ON THE 116TH AVENUE CENTER LINE OF SAID , PH. 425-251-0665 ~ PROJECT: THENCE NORTHERLY TO A POINT 30 FEET WESTERLY AND OPPOSITE HIGHWAY / / ENGINEER'S STATION 234175 AND THE END OF THIS LINE DESCRIPTION; AND 3 AVENUE N ry EXCEPT THE NORTH 30 FEET CONVEYED TO THE CITY OF RENTON BY INSTRUMENT RECORDED UNDER RECORDING nema 7906250755. | ABERDEEN AVENUE NE REV.-NOY. 2000 i t SS S I “TE TOUMA ENGINEERS WEST VALLEY BUSINESS PARK EDMONDS PRELIMINARY PLAT CITY OF RENTON MON#77 DWN. BY GUS DATE JOB NO. TOP_2.5” DISK SET IN CONCRETE 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032) 71908PP1_DWG MAY, 2000 719-008-201 MONUMENT (3/00) PHONE (425) 251-0665 FAX (425) 251-0625 CHKD. BY SCALE SHEET A M.H. T. 7°=40’ 1 OF 4 PP-an-MS PHONE (425) 251-0665 6/22/01 Ka WSSSSSSHSSSS NISL WEST VALLEY BUSINESS PARK 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 PORTION OF THE NE 1/4 OF THE NE 1/4 LUA= SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. ~ LND CITY OF RENTON, STATE OF WASHINGTON | , GRAPHIC SCALE by ! & | H i Se (IN. FEET ) BR z = . N 16°CV Ih EX SSMH EDMONDS AVENUE NE es BENCHMARK ly ICONC. VET. RIM=324.93 EX CB EX CB & = | IE=316.53 GR=310.67 EX _SSMH RIM=283. tL B= 508.628” Ril=305.47 5+50- EDMONDS AVE NE (£=275.09-24"W s _ [E=298.05 =7+15.00-PVT. ROAD IE=276.09-24’N / 1+00— EDMONDS AVE NE S \ ‘s \ \ \ . \ RELOCATE/ADJUST TV a L_ \.__* $00°59°23"W 450.00 \ \ , \ \ POWER VAULT | ok / ~ = t= i saa a YY ! _" Te 1 = = / * A W324 f° —— * 19522 — + wad0 a iE \ |) 2» a Ie NA : rt - eA [BWG21__, _ [B16 _[HS4 . ae / a; TW308 THG06_/ THOS / St) ee”. a . tt aie SITS Soe oe tee =e Pus02 _ 80302] seed et dd A aay | any a Pap aes Comme ad ate “Seige - «7ST 2r= PSTEr eRe Sree ie Oe op s Ta. 2] Ta, es ee aoa : on te 208204 549 24 N56] S15] RSA asd 313-4 Te yo RUSE. 96 D Sa ia a ed Ss a oe “ a J 2 oe ed — Bac ae a D IE=27236 He a ikl pk PT rea s20 i ras20 De s7 Ss RO PL AS toe CL INSTALL NEW CURB, ||| — pay 32 Gil e=310 SIO raap7 ee LES e306 Aes Car =313 FO CREW SSMH GUTTER & SIDEWALK hy Pe — et ee sf ep Ee sum ay a Be oe BY3IO |. a 165304 Cos 500F a BOT ACF =p ee g-peth Fe 25d onp94 PS 193 = 292 1s) ), TW306 4 SS a TS BLO tah da yO ia BW304. : oh Fy. nN — BiZ ee —— ina 6 at a 6 za 4°. oY 8435 NE 12TH ST Y $y / A aK eT] ttt pt RO AL LA [oh - =1+00 PVT RD. Se //|— LAA es ee re EL=298.57 7 FSS et On “LAR a eo _—|—~L Lb T 4 1h Lp) — ape a Sn — —— Le P = | LW 4 fl 9p0 | | Ue NK ; aa 2 Lf eo ST if4- — ap ~~ L Z Ly “Ui fe a He \ 4 = a i 4 Sm aie ~ a + ASPHALT re + = a aS 3 =i APRON 7m Ae = a _ { a, . 50’ ASPHALT { 488.07 7 TW280/ ~TW 284 TAPER TO EX 980 _-° pWa77 BW 277. 7 Q LEGEND BW 260 - NJ TF = TOP FLOOR ELEV. NEW SSM nab. WP hf, e LF = LOWER FLOOR |ELEV. iz 264 45-275" J Loy, GF = GARAGE FLOOR ELEV. fen y / . = ! be TW = TOP WALL ELEV. 7 “ . 30” \ | ; BW = BOTTOM WALL| ELEV. ey S © Pa / LP YB Fe be 7 / ly 4 9 / 3 cine ane / / 5 16" a 18 | “ ra / / & 14’ S°TYP. Lo | HH] & Mg Lea 20% 2.0% } zis / if = as Eee = — STSSEiee| |7 lg} & / 7 Gete (SRS SSTS 1S STS Tea = i ft 10° OLS 10° / 7 ' a aan 2 MIN. MIN. # i > , 4” COMPACTED DEPTH CLASS *B” | - = aH y ASPHALT — 2 LIFTS REQUIRED s/ aoe eee See Se 6” COMPACTED DEPTH — CRUSHED i y iL _| \ SURFACING TOP COURSE 2” AC/ CLASS "B” ” J | 20° OF PAVING FOR PRIVATE \ a Bi Gah SEG 12” GRAVEL BASE AS NEEDED _ — ACCESS AND 20° FOR ALLEY 4 | 2” CRUSHED SURFACING ne SOE ne ROAD SECTION NE 12TH STREET = EX_SSMH 4” CRUSHED SURFACING NTS RIM=279.21 Base COURSE(1—-1/4” MINUS) | j£=273.11 GRAVEL BASE AS NECESSARY / t TO STABILIZE PAVEMENT REY. NOV. 2000 PRIVATE ACCESS AND ) EDMONDS PRELIMINARY PLAT PRIVATE ALLEY SECTION TE TOUMA ENGINEERS NTS UTILITIES & GRADING PLAN FAX (425) 251-0625 DWN. BY GJS DATE JOB NO. 71908GRD.DWG MAY, 2000 719-008-201 CHKD. BY | SCALE SHEET M.H.T. 1°=40’ 2 of 4 Dp-(K-M5 PORTION OF THE NE 1/4 OF THE NE 1/4 SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON 1+00 2+00 3+00 4+00 5+00 6+00 7+ 00 8+00 340 —r 340 Km ia) i = | N | poppe de. 320 <S 320 S 7 5+50- EDMONDS AVE NE | fle. — =7+15.00-PVT. ROAD a = EL=302.82 z ™: ~ a 3 300 ne 300 ~ of EX.| STREET CENTERLINE a 7 nia - “he SCALE yo Ps HORE 1”=0' ~ t aw dn? 280 VERT 1”=10 280 DATUM ELEV 270.00 be ‘ S © S % 0 2 © ie 3 ~ % © * 6 i) be) x io9) Ke) be) Ss 6 N 6 = N 9) s s S "5 5 5 5 8 8 5 SN Ri 8 Q N 7+00 2+00 3+00 4400 5+00 6+00 7+00 8+00 EDMONDS AVE NE REV. OCT. 2000 “TE, TOUMA ENGINEERS WEST VALLEY BUSINESS PARK EDMONDS PRELIMINARY PLAT EDMONDS AVENUE NE EXISTING PROFILE DWN. BY GJS DATE JOB NO. 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 _ane_ PHONE (425) 251-0665 FAX (425) 251-0625 71908CRD.DWG ue y, 2000 719-008-201 CHKD. BY SCALE SHEET MH. T. 1°=40’ 3 oF 4 PD-C0N-A76 ¥ hy 7+00 2+00 3+00 4+00 5+00 6+00 7+002 a < g B5'VC | 25(VC = cy) ; | __- 50, VC (2% re J00r 2% 300 SNS — A. g Va # KI ~ “Gla a w % \ ne 4 x ‘ 50} VC Ve N a Pa ee R ST S=32.88z] a ce | EX GROUND @ CL ea a a | ee . A _ | 5450 EDMONDS AVE INE a eee Be a7 +7+15.00-PVT. ROAD —— Li EL=302|82 280 SSS 280 8438 N& 12TH, ST ~ +5 =7+00 PVT RD. U=298.57 | SCALE | HORZ 1°40’ | VERT 1°10’ DATUM ELEV | 260,00 ~~ Q be) XD Sy ms 9 foe) © 3 % st iy 9 S N 6 “6 N fon) fo) SS N Ni g g rs S cS iS . . . S g 8 7+00 2+00 5I+00 4400 5+00 6400 7+00 PRIVATE ROAD 8+00 9+00 70+00 3540) 3540 SAWCUTT AT EDGE OF ASPHALT AND EXTEND| TO NEW CURB, GUTTER _ AND SIDE WALK AT 2% CROSS SLOPE pone : \ co aR a Bt 320 = 320 ” a ys a EX STREET_@\CL ae w= ore i Ef “= INTERSECTION NE 12TH ST. 7 a - Cass gescsce, bh on a 8438 NE 12TH ST Ris > or ~ =1+00 PVT RD. a ee EL=298.57 260 4 Z mie Pa “ 9) % 2) N d 3 5 3 ® 3500 J00 » » N N 2 Fad O+00 1400 a Eo | SECTION ACROSS LOT 6 SCALE | HORZ 1”=!40 | VERT 1°=10" 280 280 ay REV. OCT. 2000 DATUM ELEV a 270.00 7 EDMONDS PRELIMINARY PLAT 9 N fo) D + % is = 3 S ‘6 NE 12TH STREET & PRIVATE ALLEY 2 2 § 8 § § E N N SS) 5 rs 5 TOUMA ENGINEERS EXISTING & PROPOSED PROFILE WEST VALLEY BUSINESS PARK DWN. BY GJS See "OE NG. 8+00 9+00 10+00 . 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 = _ PHONE (425) 251-0665 FAX (425) 251-0625 7I9O8BCRD. DWE MAY, 2000 719 008-201 NE 1? TH STREET CHKD. BY SCALE SHEET | M.H.T. 1°=40’ DPTOHS