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HomeMy WebLinkAboutLarge FormatI ----1 I I ;; I if :, .... , ,' / LOT LAYOUT PLAN ----· SCALE: 1"=40' -~·-__ _..,....,.._.. -...,_... _____ --~--·-----' ' -~~-------- N E8 20 *'" \ \ GRAPHIC SCALE 40 80 \ \ \ ~-• : __ ( 1N FEE1' ) I inch = 40 ft. \ \\ \ \ \ \ ' \ \ \ \ 160 __J \ ' • ' I \ I I ' ') •• '1 ' '. '\ ·. ' . \ \ / \ • \\ / /REVIStQN/ oo~©~UWLg(§) JUN 2 1 Wes - KC. D.D.!c.S. MAIN FILE COPY CALL BEFORE YOU DIG 1-800-424-5555 Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 lei. 425-391-1415 fax 425-391-1551 Project: COGGER SHORT PLAT 12212 192ND ST FENTON, WA Developer: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: l[C Joh II• J41-CSC Designed ~ Dro wr1: RP Checked• LMT Authorized Use: This drawing is issued for use in /he tilled project only. II sho/1 not be used for any other purpose without /he express oulhorization and/or adaptation by TCC'. I Permit Agency: KING COUNTY . ---- I I I I EXPIRES B/10/07 Issued for: PRELIMINARY 8/2/05 Rev. Date _c_o._c_o_MM_. ___ ~3/'-3.] /06 _ REV. BLA 6/12/06 j --"---'--- a.. it: <t'. l=======l Z Sheet Title: ~ PRELIMINARY -[D PLAT a: a.. Sheet No: 1 P-2 FOR FIELD LOCATION OF UNDERGROUND UTILITIES Sheet of !PACT 4 Tl. NO_ 6~19§00---0127 1RACT 6 rf?ACT iO i -----~! I I I I I I I I I I I I __ _J _____ _ ------ ~[E~D ~~~ 1TW[PJ D ~~ ~~ mACT .:i r ~ r----56. 00'--, -----64.6-l~ r-- I I I I 9 J i I 8 ! I <X) I 4,147 9, 4,621 ¥ r-.. I \' I I I -~-_J -1-J L_-L 2 4.85'13.49'1 7.88 8 ff<'§C-r-12 ~ ' ..-S.E. WST ST . 31 .'o ! _1 ___ _ S.E. · 192NJJ ST. ---~:""""----------,- N SCALE: 1"a:40' E8 LOT LAYOUT PLAN _.., 0 20 ~~ I j \ ~ \ I / GRAPHIC SCALE .., BO ~ [ j I& ( IN FEET ) 1 inch = 40 ft. \ \ ' I I \ \ \ I \ \ \ \ I \ \ \ \ \ I \ \ \ I I \ \ \ ' \ \ \ \ \ ' \ \ \ I \ . v'! i \I / j\ I \ \ KING COUNTY PARKS PROPERTY PROPOSED LAND ~R SE 192ND STREET ,-- 160 I \ I ' \ I \ \ ' \ \ ' I ' ' \ \ I ' \ \ \ \ \ \ ' \. \ \ KING COUNTY PARKS PROPERTY \ \ \ \ \ I I \ \ . \\ /\ ' \ \ ' I \ \ \ --1'\ /-\.._) )7 ,-;1 \ ' ,>-- \ \ . \ ' ,-st\ \ . UI ·;/ _:~- -7 ,- ";, \ \ I \ \ \ ' \ \ \ \ . \ ' ' \ ' \ \ I RECREATIONAL SPACE AREA TOTALS: TOTAL REQUIRED FLEIJVE DE VOILES AND COGGER -47X390 = 18,330 SF RECREATIONAL SPACE PR0 1JDED: FLEUVE DE VOILES PLAT: TRACT C = 7,769 SF TRACT E = 3,189 SF TRACT I = 1,220 SF TRACT J = 717 SF COGGER PLAT: TRACT A = 6,077 SF TOTAL PROVIDED = 18,972 SF SHEET NO TES: 1. ALL PRIVATE ACCESS TRACTS (PAT) ARE DESIGNED PER 2007 KCRDCS 2.09.B REQUIREMENTS AND ARE SUBJECT TO ROAD STANDARD VARIANCE REQUEST APPROVAL BY KING COUNTY ROAD ENGINEERS. fo) [f lG [~ ~ WI \E lU) \f\} JUN 2 3 2008 - KC. D.D.E.S. ' ~f-i-· · H-1·-i+ I I -r-·- Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: FLEUVE DES VOILES PLAT 19100 124TH AVE SE RENTON, WA 98058 .d b •cer :5/,cJrf f>/4 f- Developer: Ravenna Development LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: T[C Joh#, JJeslgned: Dra wm Checked• 294-jma WNT RP LMT Authorized Use: This drawing is issued for use in the tilled project only. II shall not be used for any other purpose without the express authorization and/or adaptation by TEC. Permit Agency: KING COUNTY EXPIRES 6/10/09 Issued for: ~ PERMIT 6/13/08 -> Rev. Dote w---~~~~- cr'. ______ _ (.') ---~-~--z er'. ------- w w z----~~~--(.') -------- Z ---~~-~-w Sheet Title: APPROVED FOR CONSTRUCTION PLAT LAYOUT ® King County D.D.E.S. Review Engineer CompleUon Date --- Sheet No: Review Engineer Completion Dote CALL BEFORE YdU DIG 1 1 1-800-424-5555 • JAMES H. SANDERS, P.E. Approval Dote FOR FIELD LOCATION OF UNDERGROUND UTILITIES DEVELOPMENT ENGINEER Comments: Sheet of . ' r-----------------------------------------------------------------~----------------------..-------- D D --~s~cl I 4, I 5/i 2 4,264 6,659 I 1. . I !I, 8. 4,241 7 I I 1,01s ------ 3 4,JJ2 4 4,335 --·----------- 5 4,460 S. E'. 192ND ST N PROJECT PLAN E8 SCALE: 1"=50' PROJECT DA TA: LEGAL DESCRIPTION: THAT PORTION OF LOT 12, NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47, OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER; THENCE NORTHERLY ALONG THE WESTERLY LINE 300 FEET; THENCE EASTERLY PARALLEL WITH THE SOUTH LINE OF SAID LOT, 135 FEET; THENCE SOUTH PARALLEL ~.n!·I THE WEST LINE OF SAID LOT, 300 FEET; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID STREET TO THE POINT OF BEGINNING. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SOUTHEAST 192ND STREET BEING SOUTH 89' 40'54' WEST AS SHOWN ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, RECORDED IN VOLUME 47 OF PLATS, AT PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. VERllCAL DATUM NAVD 1988 VERTICAL CONTROL: BENCHMARK: KING COUNTY BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD IN CASE AT THE S.W. CORNER Of SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: RIM OF CATCH BASIN AT S.W. CORNER OF PROPERTY ELEVATION = 448.15 U.S. FEET. 6 4,126 / 00 0 ~-.. ... -25 ~ GRAPHIC SCALE !lO 100 i ) ( IN FEET ) I inch = 50 ft. IMPERVIOUS SURFACES: EXISTING IMPERVIOUS SURFACE AREA = PROPOSED IMPERVIOUS SURFACE AREA = NET INCREASE IMPERVIOUS SURFACE AREA= EARTHWORK QUANTITIES: 10,786 S.F. 10 907 S.F. 121 S.F. NOTE: THE EARTHWORK QUANTITIES LISTED HERE ARE APPROX/MA TE QUANTITIES FOR ROUGH GRADING {EST/MA TED FOR PERMIT REVIEW ONLY). AS SUCH, THEY DO NOT INCLUDE QUANTITIES FOR UTILITY mENCHING OR BUILDING FOUNDATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INDEPENDENTLY DETERMINING' ALL QUANTITIES FOR BIDDING AND CONSTRUCTION. CUT __ C.Y. FILL __ C.Y. 200 I GENERAL NOTES: 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2) THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMEMT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DOES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3) APPROVAL OF THIS HOAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DOES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5) A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6) CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7) IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS-OF-WAY. B) FRANCHISED UTILITIES OR OTHER INSTALLA·noNS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITIED TO THE DDES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9) DATUM SHALL BE NAVO 1988 UNLESS OTHERWISE APPROVED BY DOES. 10) GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPR\A TE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION Bl 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11) ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12) ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13) OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (8)3. 14) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, Fl.AGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23,' TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. w I ~ l1J ~J; ~ .. ~ '" "' "-, '" "' ~ w -- VICINITY MAP SCALE: NTS CIVIL SHEET LIST: ~ ~ .. i!, 0 "' - PROJECT LOCATION SE 192ND ST --- N E8 -··------------------------- 0.1 COVER SHEET 0.2 EXISTING TOPOGRAPHIC SURVEY (BY OTHERS) 0.3 PRELIMINARY PROPERTY EXCHANGE IJ.4 PRELIMINARY LOT LAYOUT 1.1 PRELIMINARY PLAT ROAD IMPROVEMENTS PLAN AND PROFILE 2.1 PRELIMINARY GRADING AND DRAINAGE PLAN ci.1 PRELIMINARY WATER AND SANITARY SEWER MAIN EXTENSION PLAN LEGEND: [-~-~' ASPHALf PAVEMENT V ... I A ' '} I CONCRETE PAVEMENT M I )v --· · · +--DITCH OR SWALE FLOW LINE ~ @ AREA DRAIN Iii CATCH BASIN TYPE 1 " CLEAN OUT --RD---ROOF DRAIN --FD---FOOT DRAIN STORM DRAINAGE LINE (SD) FIRE HYDRANl THRUST BLOCK VALVE BEND FITTING WATER METm ABBREV/A noNS: AD APWA CB c.o. C.O.K. CSBC CSTC DEV DISP. E ESC EX FD FDC FF FH GV HYD IE K.C. AREA DRAIN AMERICAN PUBLIC WORKS ASSOCIATION .CATCH BASIN .CLEANOUT CITY OF KIRKLAND pRUSHED SURFACING BASE COURSE pRUSHED SURFACING TOP COURSE 9EVELOPMENT QISPERSION EAST EfOSION AND SEDIMENT CONTROL EXISTlNG FOOTING DRAIN FIRE DEPARTMENT CONNECTION FiNISH FLOOR FIRE HYDRANT GATE VALVE HYDRANT IMVERT ELEVATION KING COUNTY LF LS MAX. MIN. M,J N NTS o.c. PLS RD R/W s SD SlD STL TYP w WSDOT LINEAL FOOT LANDSCAPE DESIGN MAXIMUM MINIMUM MECHANICAL JOINT NORTH NOT TO SCALE ON-CENTERS PROFESSIONAL LAND SURVEYOR ROOF DRAIN RIGHT-OF-WAY SOUTH STORM DRAIN STANDARD STEEL . TYPICAL WATER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CALL BEFORE YOU DIG 1 -800-424-5555 FOi, FIELD LOCATION OF UNDERGROUND UTILITIES '-------------· ill]Jf !r~r~- ia _ ~ j I I • , Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 9B027 tel. 425-391--1415 fax 425-391-1551 Project: COGGEA PLAT Developer: C. Shaffer Corporation Mr. Charles Spaeth 6839 Ravenna Avenue Nf Seattle, WA 981.15 Job Dato: /IC.hb//, l/r":l wn ;l41-CSC 'bl.NI fl.f> Uv!I I===-=-----... -__ ::::::=::==----- Authorized Use: This drowinq b f:,.i,,·ued for 1.1.'>'e in /he lilied pmfr:d only If shall no! hn 1.1.'N:rl to, on y othor purpose wi!ho11! !fre expros.'; m1 !!!or i10 I ion or,r I/or odaplolion by /IC 1===---c-_.=-_--_-.. ::c:=--------- Permit Agency: KING COUNTY I==·=---_--·==--... ,==:=::::::::.-__ I=-=--==-.=--=--___ -__ ::..:::::::==--= l===--==--=--==:_·---_--_--_- /ssued for: PRELIMINARY '.i/3/0'.J Rev. Date I-=:==-:=-=-=-=·-=-=-=-,------· I---·-·-· Sheet Title: COVER SHEET AND GENRAL NOTES Sheet No: 0.1 Sheet of @ FOUND MONUMENT AS DESCRIBED m111 CATCH BASIN @ CULVERT • FIRE HYDRANT fl) WATER VALVE C81 WATER METER m GAS METER :(";t UTILITY POLE " BOLLARD 1 "=20' BASIS OF BEARINGS: CHA/NLINK FENCE WOOD FENCE ------.. ··--··--------- ·;¢· rDN1rrr:;01J<: 1m_r ·,'.{K /)i CI/JUOU') fr<'U I ! · 1 (;" Iv//\/'/ I /,'.-'· /)'' C/1/'.W<:Y r J· 1 ?" Nrowoon "j,f. //" {,;/))IA,'()()/) 1:, / ;," /\/_()/_/,; fh / ,/" ;\/_/_J,r I? //: /r]'' fit? rri· ur' 11wn !:): ?/fi" /-f,/UIIS J JO I() .. '~,Pm!(_'/ i JI /()" rlfl' {/? I/' (.'{JJ/\ii I I,): I/' U 1)/,h I 1,1: 18" /-"II{ I/!)' /1" Cf !JI\/; /,If,· /,j" (_J_!)/\f? I!/· ;.>;.>'' Cl. f)/1,h' BEARINGS SHOWN HER£0N ARE BASED ON THE CfNTERUNE OF SOUTHEAST 192ND STREET BBNG SOUfH 89"40'54" WEST AS SHOWN ON THE PLAT OF NORTHWESTERN GARDEN T/Q\CIS DIVISION NO. 5, RECOROEO IN VOLUME 47 OF PLATS, AT PAGE 90, RECORDS OF KING COUWY, WASHINGTON. LEGAL DESCRIPTION: THAT PORTION OF WT 12, NORTHWESTERN GARDEN T/Q\CTS DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47, OF PLATS, PAGE 90, IN K(NG COUWY, WASHINGTON, DESCRIBED AS FOLLOWS: Bt:GINN/NG AT THE SOUTH!YEST CORNER; THENCE NORTHERLY ALONG THE WESTERLY UN£ JOO FEIT; THENCE fASTERLY PARALLEL WITH THE SOI/TH UNE OF SA/0 LOT. 1J5 FEIT; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID WT. JOO FEIT; THENCE WESTERLY ALONG THE SOI/TH UN£ OF SND STREET TO THE POINT OF BEGINNING. NOTES: I. MONUMENTS LAST VISITED ON 4-4-05. 2. THIS SUl?VEY WAS PERFORMED WITHOUT THE BENmT OF A CURRENT Tm.£ REPORT ANO THEREFORE ODES NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, CONDITIONS OR R[STRICnONs, IF Alf(. J. Tl/£ BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED LINES ONLY. ACTUAL OWNERSHIP MAY OTHERWISE BE DETERMINED. VERnCAL ll'.TUM: NORTH AMERICAN VERT/CAL DATUM OF 1988. BENCHMARK: KING COUWY BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD IN CASE AT Tl/£ S.W. CORNER OF SECnON JJ, TOWNSHIP 2J NORTH, /Q\NGE 5 EAST. 11'.M. ELEVAnON = 514.98 U.S. FEIT. CONTOUR INTERVAL: 2.00 U.S. FEfT, SITE Bt:NCHMARK: RIM OF CATCH BASIN AT S. W. CORNER OF PROPERTY ELEVAnON = 448.15 U.S. FEIT. FOUND CONCRETE MONUMENT r . w7 TACK IN LEAi! IN CA~ (s. W. 5ff. CUR.) S89"40'b8"W 1321.ll' (MEAS.) _FOUND C0/1(:f!EIE MUNUMENj __ /i W/ TJ\CJ( IN LI.){) IN CASE I FOUND CONCRET[ MONUMENI -. ----~ ~~ ----t--·--------------------------·--·------------·--._-------·---· --·····------ ll -W/ 1 1/2" /JIIA'i'i DISK IN-L~S[ (1/16/11 COii} --:~-:~ ---· ~y-------· -·--------- 2 821.38' (_'j C) I ) .,/// r.rlr' / . / .. .,;/1' ,. / t:/1 I/' ) 1·-- "' n, \ ?.8',t--··. ,. (l • '' ·" ,_,, ,l \ I I \ I\ \ \- \ \ \\ \ \ \ \ J I \ • I ' 0.6·.,. --~-1 I I I I I 8 1/i ! I j' Ill "' I E'i Q "' ( ) ' ' 1r,· I I I 38'i-- I i / x; / I ) I If r \ • ··--·....--·-~-----,-· - • t .. 1 •• : ; ; ~-·• -CQNjJ ...•.. • • ' ! •• : -· '\ .: HOUSE S.E. COR. OF BLOG. IS 6.8'± S. OF PROP. LINE \ \ u \ A'ls \ I GA/Q\GE 'o ,,, V J ,/ 1/>;1\I,'[ i? --t 0 / wo6v /)[CK I -) I i / I. i I I I I I I I I • i I// // i /\t, ' i 1\I\) I \ ,. ,.,,. \ \ \ / / '" ( ! I -Lr-·i~ ,:'vt'±\ i .I r) ' ·' I i ! /....-n,,a, -------f-____/~~'(:;;::i..202--.::rJ.SS:::2.1..-__/.. __ _)_ __ -J-~-~---I-____,,.. AS LT EGGE \ \ Leu 1 1 I ''·J '" ., 11/M • 418. Jd 18" I/Cf' E.•"~44-4 . .95 JB" /?Cf! w __ .~ 441.!)5 6" HCP N. ·-c 15.95 ---i-----·-·---- JJAS/S ( F Elf.Arl/NGS S. f.'. 1 2N _/) S 7'. I I ' ---\- \ RIM "' 4J2.78 \ 1( c:M/l W.= 428.68 111 /.MP[ f.= 1?8511 -·1~--_'. ___ _ I I ' w \ 11 \ / R/1./ = 428./J -"'. ----+----''-'----':-----U_llil 12" ADS W."" '125.JJ ----t-----,',c-----,l,"'A:::SP.;cH:_:1\1.::.T__::E:c.DG"'ECtl-;l ----·-I I 12" ADS E " 42&.28 ,... ' --1 (_ •• '\" ~ I> ~( ,'.\ ::j: 1.'.} ': i 1-b 6 ADS W."" 42S. 93 If?/:!'/ IJ '., 'ii '>'.I I, l\1 I J ,., . ' I I, I Taylor Engineering Constultants 205 Fron\ St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 42:i-391-1415 fax 425·-391--1 ~i!i'I t===---=-----=::::::.::.:=:-______ -__ Project: COGGER PLAT !-------·-·-·----------· Developer: C. Shaffer Corporation Mr. Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 ·---,---------- Job Datu: /LC )oh It· 341 GS{; WNI 8.E: lMI Authorized Use: {his drawing l!i' ic,'.'J/l(Hi Im II.','(! in tho lilied project only II shall no/ be /1.SYHI lor ony other purpo.r;e withouf Ifie expret;.<,; a1.1/h011/ufiot1 nt!(//or odoptnlion hy /IC. l====-=-,=-"'·===----=:::._-=- Perrn it Agency KING COUNTY t===----=---'------=-,:=::::-__ _::: , _______________ , __ _ I I ,;;:-----------· ' ~XPIRES ... 6/10/05 _] j l==-----------=-=-=c-~.---1 Issued for: PRELIMINARY 5/3/05 I Rev. Dute EXISTIN~ ·. . l TOPOGRAPHIC i SURVEY ,____ _________ ,,,_~I Sheet No: 0.2 Sheet of ---·----"' . I I • • I . t • • I • I • . I • • t . '" . I • I Jl'; . . ~~· ... ~-.. . .......... ·1··· .. I W /(/'/, ND •. //' I .CJ,()!! S'(J fi'J,,'li,'' U.3 J D D I .... __. __. • I • • . I • r . I ~! ~ I • r -·~ ·~ .... ·. ·~ ... -·· .... -.......... --· • • • • • • • • . I I • I • • • I I . • . I • • . I I • r . r ~ • ~I f [ . • I I • .... ·~~· ...... '\ ... ·-· .. -,·,·· .. \ [L • I "'i • I • \, 1 \ I 1\ 1 1 . \ ··•·• .. ·~·-\ . \ /\Ii, \ \ \ \ \ \ i \ \ \ . . \ I . \ \ \ ' \ • ' i ,r 1 I I\ I I ,1 /1 ! ii :' I / ./ \ I \I ' ' \ \ \ \ I I Al'., I Al 11 \ 1\ I.\ \ . I • \ I I • I • \ \ t,I /'------- / • / / -----------_ .. --------·---~----------'------··-··--·-···--·-----·---------------' . -' ' --------'' ' ' ....-' ' ' -. w---------- S. E. 192ND ST N GRAPHIC SCALE EXISITNG PARCELS MAP SCALE: 1'' = 50' EB 50 0 25 00 100 200 ~--J LJ J I ( IN FEET ) 1 inch = 50 ft \ I\/\ I ' It, I !J I I /\ I / ... -:-. ·.-.. -.. --.. ·-... -. \-...... -.. \ \:" . \. \ I ;-.. -. ·-.. -.. -.. --. ·-.. --·. /IH I If 1':TL1\ NI! "J!" I -----'-----J....-. · [P>ffi1 rffi ~ rElJ /A ~~ I~ [85 ~ f [L [E (UJ \\fl [E I I . ~----- I I . I I [D}[E~ \\fl(O)~[L[E~ ~[L/Al} I --- I I I PORTION OF PARCEL B TRASFERRED TO PARCEL C I PORTION OF PARCEL A . C I ,,__· _· _TRANSFERRED TO PARCEL~ ', \ \ \ ' ' - . ', , , I •. I i\ I I ! I I I I I I I I I . :I L i .. I ' I I I ' ,, ! li :/ \I 1:: I I \ I I / I \ /\ i I' \ .1\ : :] \ ! I \ 1\' '. \ -·: ·;:,),'.!;!'. ·---------·--· --. -------------------------------~---, ------------------s~. E. 192ND ST' PROJECT DESIGNATION: •PARCEL "A" AND "B" ARE PART OF THE PROPOSED Fl£UVE DES VOILE PLAT PROJECT. KING COUNTY PROJECT NO. L04P0002 • REVISED PARCEL C IS SUBJECT TO THE PROPOSED COGGER PLAT PROJECT PARCELS MAP AFTER EXCHANGE SCALE: 1 "=50' N EB ;\ I . i \· ' .1\ I I /\ :· I, I\;\ / /\/1 ') \ /\ I\ I Taylor Engineering Consultants 205 Front St. S . P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425~391--1551 Project: COGGER PLAT 1-------------- Developer: C. Shaffer Corporation Mr. Charles Spaeth 6839 Ravenna Avenwi NE Seattle, WA 98115 Job Dato: /!/, .hb // /Jc, sr/;r1er\°, i)rJ.1:,r1 {"he::l,eci 3.41 :::CSC \'IN.I fs.E LM . .I Au thorizec/ Use: /his dmwing i:; issued for 11se in the titlod proj(:d only h' shol/ not he user/ for 011 y other purpose witflo11t /h(.' expre.';s authorf/(lfion mul/or adoplolion /Jy /IC I===--=-=-=-=.c:=-=-==-==--= Perrnit Agency KING COUNTY •-------·---------- ===-=-·-.... - Issued for: PRELIMINARY 5/3/05 Rev. Dote l====----_:_c::::-:::.-~---_ Sheet 771/e: PRELIMINARY PROPERTY EXCHANGE Sheet No: 0.3 Sheet of I ,i i --.. ··-·---~-·----- ,_. I I ___ J ' ~ ------ ' ·"··. 1 4,150 2 - 4,264 3 4,132 4 -4,.335 --------------- 998-RECe 6,659 I I I ' I' I I 1 I I I I I I '1 I I I I ·, I 11 I , 1 'I I I I I I I I I I I, :1 I \ \ -~ \ I I ' I I '~ I 5 4,460 - I ·, I 8 4,241 7 4,075 6 4126 I ' ------ . - ' ' -~----· -----·---··----· ---------------··-·-------· ------··--,-,---------·---------------·----, ·._ ' -·---·--------· ---·-···-·-·' ------ 192ND ST N LOT LAYOUT PLAN SCALE: 1 "=20' EB ------ GRAPHIC SCALE 20 U 1.........-.. ( IN FEET ) 1 inch ~ 20 ft. 00 ' J CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES ----·---------- l Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 !==-=-=-==-----,:.=.=:=--- Project: COGGER PLAT Developer: C. Shaffer Corporation Mr. Charles Spaeth 6839 Ravenna Avenue NL Seattle, WA 98115 I=:=-=---------=-----=:.-...... :.-::-:::= Job Dato: I !J . .hkJ ti, J)e r;i,01')(.'(\' Checi,eci 34.l-:CSC WN.I Bf Authorized /Js-e: fh1'.•,' draw,iiq ,:,,. issvod /01 use in the titled pro fer:/ only Ji shall not he ut,'<Hf for on y o/hf.'r purpose wiiho11l lhn (:'XfJf es.,,· ou I hori;,r, f ion cmcl/or odoplolion /Jy II C !· ! ' I====-=--=--=-=:-____ =.:=--= ' Permit Agency: KING COUNTY ,___ ____ --------1 Ii )! I ~I _ExP_IR_Es ____ 6/10/05 _] I====·=-=----------=.:-_-_---...__ __ Issued for: PRELIMINAI\Y 5/:l/05 Rev. Dc,te I I' ' ,, l=:==-=---=--====-:::::::c:::::= Sheet Title: PRELIMINARY LOT LAYOUT ,___ _____________ ·········-··--- Sheet No: 0.4 Sheet of \ \'.,1 '\ \ \\\ \ \\\ \. \ 1\\ 1\ \ 1\\. \\ \\\ \ \I\ \\ \\\ '\ \ \\\ '\ I \\\ \ \\.. \ \ "' \\ ___ J \ I I I I I I -l--- . ', ---------_. -- 2 3 4 ' -' ------'·)---·-- 9.98-REC. I I 5 'lr •. I •••• I ' .. I ';·· I ··: . . -. -~ I I •. I 1 ~ '. I I:: . I k ';- J.-= :. / .: ·. •. /~ .. I ., • J \ I -.--;> . . 8 I 7 I 6 I I -------- . . . t I /I l // ! / /// { I// I I// !; I// /I I I I i Ii I I ./1 I// I /I n I ;I I/, ./' l i:;i // /;/ I / /' . !;/ / _/!; . ~ ,/; I ->11 ;/ /1' I /;; I f. -:-'.• ,:// _;' // / / / / / / -:<{y ,//.y· /,· . /;;,;: /',.>,· //· ------ ----------' ---···-----·-,~~----··----------_..--J...-~-.. -------~~.--···-···· _----------~-------------------.. . ---------------·-· ·~· ------ S. E. 192ND ST ROAD IMPROVEMENTS PLAN N EB SCALE: 1'' = 20' GRAPHIC SCALE 10 20 j n·~ r 40 '---·"---( IN FEET ) 1 inch -20 ft. 460 · 450; DATUM ELEV 445.00 0+00 BO _:J ----- ~ a, 0 "' <n <() '° ~ <n d ~ ~ 'l' 1+00 R_sc-~-E~-H-~---~-~-o~-1-~-!;-_ 1~~-5-· -----------1~) 0 OC> 0 <n <ri ~ ~ "' .,,. ,------------------- CALL BEFORE YOU DIG 1 -800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, W/\ 98027 tel. 425-391-141'.i fax 425--391-1ti51 1===--=-------==~.::.:::-... -=-c::: Project: COGGER PLAT Developer: C. Shaffer Corporation Mr. Charles Spaeth 6839 Ravenna Avenue Nf. Seattle, WA 98115 ---·-·---------.-·--- ,Job Dato: i!-( ).rJk) ff, 34-l--(;'$C WNT W" lM.I 1-------------- Authorized Use: {his drowir;q i:; ,:,,,r;ued Im u!w in /hi! Ii/led project only II S'ho/1 not h-e u.<xHI for miy other pwposr-' w/!1'1011/ !he cxprr..'.''-'' ou!hon/o(ion (H!(l/or ocloplotion /Jy If r:. I=====~---... :..=.-.... Permit Agency: KING COUNTY 1-------------------------- -----------J I EXPIRES .... 0/10/00 I===---------=·-·-=------=----. ..:: Issued for: PRELIMINARY 5/J/O'.i Rev. Dote Sheet Title: PRELIMINARY LOT ROAD IMPROVEMENTS PLAN AND PROFILE Sheet No: 1.1 Sheet () f / --------- \ - I I ___ J \ ------ 2 3 4 ----- CB TYPE 1 RIM IE - --. -----')_.---- 998-REC. I \ \ I '\'-, ~- 5 CB TYPE 1 RIM - IE I I I . . I ------------ 8 7 6 --------· --------• ····----····-----·---~----· .C-., ,·. ----'-•--------·-c.L-·----·---.--• .... - S. E. 192ND ST SCALE: 1"=20' N E8 GRAPHIC SCALE GRADING AND SD PLAN -------------------- 10 40 j t ____ , ____ _ ( IN FEET ) 1 inch = 20 ft. 80 J _9ALL BEFORE YOU DIG 1--800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES ------·----~ ~!! Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 9802"/ lei. 425-391-1415 fox 425-391 ·-1551 Project: COGGER PLAT Developer: C. Shaffer Corporation Mr. Charles Spaeth 6839 Rovenn,1 Avenue NE Seattle, WA 98115 Job Dato: JJcs:/11 Jen', i}t'J wn: 34·1--csc Wts!J [if' LMI I=:==-=-----_----· Au thorizec/ Use: !his drawing ,:,, i.'J!>'IJC'rl Im li.','e in the tit/or} project only If .•,,hall no! he used for on y olhr!r purpotie witho11I the oxpres:,· (111/hori1c1/ion m1i'(/or odoplolion hy II C. I=====----·--=:.-__ -::= Perrnit Agency: KING COUNlY ·---------·-··--·-- 11 Ii ! ! ' [EXPIRES --·--··a/i'(J/(j5··-.1 I=:==--=------Ii Issued for: ,\ PRELIMINARY 5/5/05 Rev. Dote l=:====--·==:.==·::::c:-.-_ - Sheet Title: PRELIMINARY I ! ' ,1 GRADING AND DRAINAGE PLAN • ' ' I I 1-----··-.··-···-·-··--···-----I Sheet No: 2.1 ! i ,i Sheet of I ---··· .... I I ----·---------------,--.' '----------------------------------------------------------------·----------------------------------------------------1--------I ' ! ----------- I I I ( I i I / / -----,_/ ---- / / I \, I \ , ,, , ' \ '• __________ j . , ~ -- CONNECT SS TO FUTURi: ADJACENT PROJECT 1 -- SSMH RIM IE 2 3 4 EXIST F,H, -~ SSMH RIM IE - \ \ / - •, ~ -~ 998-REC. \ 6 1. \ ' 5 I . I -~ -- / \ ' \1 I ' " ' -'c \ / I I - I \ \ i I I I I I I I I I I I I I I ------·· -----------··-----------·------- ,,, ,, _____ ,, ___ , __ , __ -----~ ---------------------------· --·----------·· . '--·------------!--·-------------------------···· S. E. 192ND W AND SS MAIN EXTENSIONS SCALE: 1 "= 20' ST N EB / I / ; GRAPHIC SCALE 20 O 10 20 40 60 ~-... .... L_j -i __ * ___ ___,I ( IN FEET ) 1 inch = 20 It. CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES '----------------------- Taylor Engineering Consultants 205 Front St S. P.O. Box 1787 Issaquah, WA 98027 tel, 425-391-141'.i fax 425-391-1551 Project: COGGER PLAT C. Shaffer Corporation Mr. Charles Spaeth 6839 Ravenna Avenu<1 Ni Seattle, WA 98115 --·-·-··----·-____________ .., _______ _ Job Data: I!-_/, J';h !! ;;e_,,1::,1111,0·· W.NJ /i'r".'l ,:'{). [<f.?. (he r:.I r.">' bM.I Authorized Us-e: /his druwinq i:,· i','t,'IHY} for 1/:Ni in the titled fHOj(JCI only JI .'Jholl no! he u.<u:d fm rm y other purposf! witho11! !hr.> express m1thon>ulirm um!/m odapfnlion /,y II C. I====-:==:=:.-.. ·- Permit Agency: KING COUNTY 1===---=-=:-__ ..::.c.:::.=--.. --== , _____ _,_,,, __ "'"'"' ·--.. r~ -----------] ~PIRES .. 6/1~/~- Issued for: PRELIMINARY 5/3/058 Rev. Date L=== ---··---··-·-·-'--·--------· .. ·-·--- Sheet ritle: PRELIMINARY WATER AND SANITARY SEWER MAIN EXTENSl9NS ____ _ Sheet No: 3.1 Sheet or '-----------------·-------------------------------------------------------------------------------------------------------L-----·--··-- ~----__J ------------ ----------------------------------------------------·------~--------------------------------,,,-' ----------------- 0 PROJECT PLAN SCALE: 1"=50' PROJECT DA TA: LEGAL DE;SCRIPTION: V[RllCAL DATUM VERTICAL CONTROL: <1- D r m,cr" : 3,876 ' N E9 D T r 6,659 r · ,.. I • I; I . ! ' ' . ·~ ' . I 11 ' '"''·'" ;I {'',i",~1*'<'"<r j "-.,,,,,,_J •, -~ J.•1 I • GRAPHIC SCALE 25 50 100 I • J ( IN FEET ) 1 inch = 60 fl IMPERVIOUS SURF ACES: EXISTING IMPERVIOUS SURFACE AREA = S.F. PROPOSED IMPER'llOUS SURFACE AREA = S.F. NET INCREASE IMPERVIOUS SURFACE AREA = ---~ S.F. EARTHWORK QUANTITIES: NOTE: THE EARTHWORK QUANTITIES l/STED HEF/£ ARE APPROXJMA TE QUANTITIES FOR ROUGH GRADING (EST/MA 'TED FOR PERMIT RE"1EW ONLY}. AS SUCH. THEY DO NOT INCLUDE QUANT/7/ES FOR U7/l/TY TRENCHING OR BUILDING FOUNDATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INDEPENDENTLY DE'TERMINING ALL QUAN717/ES FOR BIDDING AND CONSTRUC7/0N. CUT _ C.Y. FILL _ C.Y. 200 I GENERAL NOTES: 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), ROAD SfANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL Cl'llL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE /\BOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO AODITIONAL COST OR LIABILITY TO KING COUNTY. 2) THE DESIGN ELEMENTS WITHIN THESE PLANS HA\JE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) HIGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DDES PLAN RE'llEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3) APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTI'llTY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DOES LAND USE INSPECTION SEc·noN, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5) A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE l'IHENEVER CONSTRUCTION IS IN PROGRESS. 6) CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7) IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS-OF-WAY. 8) FRANCHISED U-nLITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE ODES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9) DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY ODES. 10) GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 81 3.02 OF lj-jE APWA STANDARD SPECIFICATIONS. 11) ALL UTILITY lRENCHES SHALL BE BACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY. 12) ALL ROADWAY SUBGRADE SHALL BE BACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13) OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPEClflCALL Y APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (8)3. 14) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAmC AFFECTED. SECTION 1-07.23," TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. -'--' -- w --I Ill ' ~ ·f ·J "' iE ..: <,, iE iE ;/ ., 0 S' <O ;:! -- VICINrrY tv'!AP ------ SCALE: NTS Cl VIL SHEET. LIST: N PiiO,JECT lOCAT\ON EB --------·---------·-----------· 0.1 COVER SHEET 0.2 D!ISTING TOPOGRAPHIC SURVEY (BY OTHERS) 0.3 PllELIMIMARY LOT LAYOUT 1.1 PRELIMINARY PLAT ROAD IMPROVEMENTS PLAN AND PROFILE 2.1 PRELIMINAR) GRADING AND DRAINAGE PLAN 3.1 PHELIMINAR' WATER AND SANITARY SEl'lcR MAIN E'!TENSION PLAN LE1]END: lD ASPHAL",' PAV.MENT .... .... [ ,1 : ,,: j CONCRETE PAVi:MENT ... y -----+--DITCH (1R SWALE FLOW L•NE -1:1~ • AREA DRAIN Iii CA r;H BASIN TYPE 1 o CLEANOUT --RD--ROOF DRAIN ---FD---FOOT DRAIN STORM DRAINAGE LINE (SD) F' IE H\ )RANT THRUS' BLOC( VALVF BENf. FITT.,~G W/dER ME1ER ABBREV/A TIONS: AD APWA CB c.o. C.O.K. CSBC CSTC DEV DISP. E ESC EX FD FDC FF FH GV HYO IE K.C. AREA DRAIN AMERICAN PUBLIC WORKS ASSOCIATION CATCH BASIN CLEANOUT CITY OF KIRKLAND CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE DEVELOPMENT DISPERSION EAST EROSION AND SEDIMENT CONTROL EXISTING FOOTING DRAIN FIRE DEPARTMENT CONNECTION FINISH FLOOR FIRE HYDRANT GATE VAL\JE HYDRANT INVERT ELEVATION KING COUNTY LF LS MAX. MIN. MJ N NTS o.c. PLS RD R/W s SD SID STL TYP w WSDOT LINEAL FOOT LANDSCAPE DESIGN MAXIMUM MINIMUM MECHANICAL JOINT NORTH NOT TO SCALE ON-CENTERS PROFESSIONAL LAND SURVEYOR ROOF DRAIN RIGHT-OF-WAY SOUlH STORM DRAIN STANDARD STEEL TYPICAL WATi:R WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES : ==---=-==~=~ I Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Pro;3ct: Q()GGER PLAT ~=· =====I [J)eve!oper: ~~too Mr. Charles Spaeth 68/i9 Rqv~Ma Avent!• NI' s,,tttle, WA Yili1& ' I lrl C., '"·=""-·c-====l ·~....-:--· _;;:;=- ..id}) .,, !I¢ ta: !EC .J,;0 ff, 341-CSC 11 Vesigneo', WN-T · D,-a wn• <i!1' f<. P I ' Ched.e J,-LMT Au th ori:zed Use: This drowii,g is issued for use in the li'/ed project only. II shall rot be used for any other purpose without the exprJ.';s authorizatioo and/or ad,7/olior· by TEC'. I Issued for: PRELIMINARY 4 /20 /05 Rev. Date ---·----··----·-- Sheet Title: COVER SHEET AND GENRAL NOTES Sheet No: 0 .. 1 Sheet of PROJECT PLAN SCALE: 1"=50' PROJECT DA TA: LEGAL DESCRIPTION: VERTICAL DATUM VERTICAL CONTROL: '""' rJ ' D T r T ._....-~--__ -~,,·_-__ ,,,_ --i_ St· --------·--------'. I ---_ -, 1 ···· ' 6,659 -r i I • i -i: -' ' 3,877 ' 1··-·_ : ' ~,, :-· , .. _,_._ ' -I. 1, , I I :1-,,.,,, -, ' ' :1 ' ·'? I N EB 6 3,279 :,..,.,,;;;-~ 'i{'..;;',;i'ff;,/,,;?',_,a· r·w' /I.I. fllJlll) sr. -i· '~ . ! . ' ' ' . '.' i/l . ~ ' -_, I I ' 'i'i-. 'it<C' /J ;--;-/ "':~- -' ' .:/{·''Zf~:f~-,r\ -.,.,-, .·,; \:,., J:!1 GRAPHIC SCALE 00 0 25 50 ,oo ~--I I J I ' ( IN FEET ) 1 inch = 60 ft. IMPERVIOUS SURFACES: EXISTING IMPER'llOUS SURFACE AREA = ---~ S.F. PROPOSED IMPER'llOUS SURFACE AREA= ----S.F. NET INCREASE IMPER'llOUS SURF ACE AREA = ----S.F. EARTHWORK QUANTITIES: NOTE: THE EARTHWORK QUANTITIES LISTED HERE ARE APPROX/MA TE QUANTITIES FOR ROUGH GRADING (EST/MA TED FOR PERMIT REVIEW ONLY}. AS SUCH, THEY DO NOT INCLUDE QUANTITIES FOR UTILITY TJ?ENCHING OR BUILDING FOUNDATIONS. CONT/?ACTOR SHALL BE RESPONSIBLE FOR INDEPENDENTLY DETERMINING All QUANTITIES FOR BIDDING AND CONSTl?UCTION. CUT _ C.Y. FILL __ C.Y. 200 I GENERAL NOTES: 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE MTH THE KING COUNTY COOE (KCC), ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF PRELIMINARY SUBDl'l1SION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL Q'llL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2) THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN RE'llEWED ACCORDING TO THE KING COUNTY DEPARTMENT Of DEVELOPMENT AND EN'llRONMENTAL SER'llCES (ODES) ENGINEERING RE'llEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE ODES PLAN RE'llEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3) APPROVAL Of THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SE\11:R CONVEYANCE, GAS, ELECTRICAL, ETC.) 4) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTl'llTY, A PRECONSTRUCTION MEETING MUST BE HELD BETI\EEN THE DOES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANfS CONSTRUCTION REPRESENTATIVE. 5) A COPY Of THESE APPROVED PLANS MUST BE ON THE JOB SITE 11+1ENEVER CONSTRUCTION IS IN PROGRESS. 6) CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7) IT SHALL BE THE APPLICANfS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK \\ITHIN THE ROAD RIGHTS-OF-WAY . B) FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DOES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9) DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY ODES. 10) GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GHOUNOWA TER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF illE APWA STANDARD SPECIFICATIONS. 11) ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12) ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13) OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY ODES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (B)3. 14) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PR0'11DING ADEQUATE SAFEGUARDS, SAFETY DE'llCES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY Of THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23," TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. --------------------' ,, ' - ct '1_PU ~ 4' R w "' ~ \ j!: "' - i '1, ,fl w SE 17 ,!RIDI~ _I ~/ l .t ~! L,0 ~ "-,,., i: ., i 0 --· V' CINITY MAP SC -ALE: NTS Cl \11L SHEET LIST: 0.1 COVER SHEET 0.2 EXISTING TOPOGRAPHIC SURVEY (BY OTHERS) 0 .. 3 PRELIMINARY LOT LAYOUT l)j ~ il: ;1 ~} -- 1.1 PflELIMINARY PLAT ROAD IMPROVEMENTS PLAN AND PROFILE 2.1 PRELIMINARY GRADING AND DRAINAGE PLAN 3.1 PRELIMINARY WATER AND SANITARY SEl'l£R MAIN EXTENSION PLAN L.fGEND: CJ ASPHALT PAVEMENT [-,-_;--4] CONCRETE PAVEMENT --.. · a -DITCH OR SWALE FLOW LINE: 9 AREA DRAIN ill CATCH BASIN TYPE 1 o CLEANOUT --RD--ROOF DRAIN ---FD---FOOT DRAIN STORM DRAINAGE LINE (SD) ... ~ M v ~ PROJECT LOCATION _ _,';I; 192NO ST_ N EB F' ~E HYDRANT n-lRUSl BLOCK VALVE BEND FITTING YATER METER ABBREV/A noNS: AD APWA CB c.o. C.O.K. CSBC CSTC DEV DISP. E ESC EX FD FDC FF FH GV HYO IE K.C. AREA DRAIN AMERICAN PUBLIC WORKS ASSOCIATION CATCH BASIN CLEANOUT CITY Of KIRKLAND CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE DEVELOPMENT DISPERSION EAST EROSION AND SEDIMENT CONTROL EXISTING FOOTING DRAIN FIRE DEPARTMENT CONNECTION FINISH FLOOR FIRE HYDRANT GATE VALVE HYDRANT INVERT ELEVATION KING COUNTY Lf LS MAX. MIN. MJ N NTS o.c. PLS RD R/W s SD STD STL TYP w WSDOT LINEAL FOOT LANDSCAPE DESIGN MAXIMUM MINIMUM MECHANICAL JOINT NORTH NOT TO SCALE ON-CENT::RS PROFESSIONAL LAND SURVEYOR ROOF DRAIN RIGHT-OF-WAY SOUTH STORM DRAIN STANDARD STEEL TYPICAL WATER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: COGGER PLAT Developer: -~Qffe~ Mr. Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 Job Doto: rrr. Jcb tf,• fJt'd W/): Checl,ec/,' 341-CSC WNT Bf: LMT Authorized Use: This drawing is issued for use in the titled project only It shall not be used for any other purpose without the express oulhorizalioo and/or adaptation by T[C. Permit Agency: KING COUNTY [ EXPIRES 6/10/05 Issued for: PRELIMINARY 4/20/05 Rev. Date --------- Sheet Title: COVER SHEET AND GENRAL NOTES Sheet No: 0.1 Sheet of J ' --. ·-·---------------------------------~---------------------------------------------~--:---------_ -----=---·-=,----...:.===--=;=-==-=====-=-i~· -t· 0 PROJECT PLAN SCALE: 1"=50' PROJECT DA TA: LEGAL OESCRI PT/ON: VERTICAL DATUM VERTICAL CONTROL: !"'Cr H T ,I D 4 3,876 · ,.,, .,.,5 . ,, ;_ :4,720 . . . ,, I ?-- .·,_:;:)J~:c/J~/ ~:i/ • ' N EB D 6 3,279 ~.-o ·-' I" • C T T ; I I . ; I r ! ' ' I I ' ·j. ' . . . ' 1 'r ,/ . .-' ';-, ' t ' ' ·'!·• .. • f\iii•.zj /P,~~j,fJ_t"*,\W\. -+--~ GRAPHIC SCALE 25 '° 100 I I J ( IN FEET ) 1 inch = 50 ft. ' IMPERVIOUS SURFACES: EXISTING IMPERVIOUS SURFACE AREA = ---~ S.F. PROPOSED IMPER'<!OUS SURFACE AREA= ---~ S.F. NET INCREASE IMPERVIOUS SURFACE AREA = ---~ S.F. EARTHWORK QUANTITIES: NOTE: THE EARTHWORK QIJANllllES LISTED HERE ARE APPROX/MA TE QIJANllllES FOR ROUGH GRADING (ESllMA TED FOR PERMIT REVIEW ONLY). AS SUCH, THEY DO NOT INCLUDE QUANllTIES FOR Ulll/TY TRENCHING OR BUILDING FOUNOA llONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INDEPENOENTL Y DETERMINING ALL QIJANTIT/ES FOR BIDDING ANO CONSTRUCllON. CUT FILL _ C.Y. _ C.Y. 200 I GENERAL NOTES: 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE 'MTH THE KING COUNTY CODE (KCC}, ROAD STANDARDS (KCRS), ANO THE KING COUNTY COUNCIL'S CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2) THE DESIGN ELEMENTS 'MTHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE ODES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3) APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE ODES LANO USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANfS CONSTRUCTION REPRESENTATIVE. 5) A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6) CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS ANO 9 A.M. TO 10 P.M. ON WEEKENDS. 7) IT SHALL BE THE APPLICAN·rs/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK 'MTHIN THE ROAD RIGHTS-OF-WAY. 8) FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER B ARE SUBMITTED TO THE ODES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9) DATUM SHALL BE NA\1l 1988 UNLESS OTHER'MSE APPROVED BY ODES. 10) GROUNDWATER SYSTEM CONSTRUCTION SHALL BE 'MTHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF 1HE APWA STANDARD SPECIFICATIONS. 11) ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12) ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13) OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE 'MTH KCRS 8.03 (8)3. 14) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, ANO ANY OTHER NEEDED ACTIONS TO PROTECT. THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION 'MTH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23," TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. --1----, s PU DR '111 'Ji \t. 0 ~ "' oJ> w SE 1761H g, C i/ I;! i"$ ',I! < <, ;s "' ' S? VIC lNITY MAP SCALI.: NTS CIVIL .';HEET LIST: 0.1 CCVER S !EET 0.2 EXISTIN[ TOPOGRAPHIC SURVEY (BY OlHERS) 0.3 P1'.ELIMI IARY LOT LAYOUT ~ lj;! < ~ - I;! bl ',I! < < il; i= 0 ~ - 1. 1 PRELIMll :ARY PLAT ROAD IMPROVEMENTS PLAN AND PROFILE 2.1 PRELJMI IARY GRADING AND DRAINAGE PLAN 3.1 PR~Ll!J NARY WATER AND SANITARY SEWER MAIN EXTENSION PLAN LEGEND: [~ ASPHALT PAVEMENT 'fl' .... [~ CONCRETE PAVEMENT IMI i-/v -·-' -· · · .,.__ DITCH OR SWALE FLOW LINE ~ e AREA DRAIN II CATCH BASIN TYPE 1 o CLEANOUT -·-RD--ROOF DRAIN --FD---FOOT DRAIN mc::=a1111w111 STORM DRAINAGE LINE (SD) PROJECT LOCATION SE 192ND '.L FIRE HYDRANT THRUST BLOCK VALVE BEND FITTING WATER ME'ER ABBREV/A TIONS: - AO AREA DRAIN APWA AMERICAN PUBLIC WORKS ASSOCIATION CB CATCH BASIN c.o. QEANOUT C.O.K. CITY OF KIRKLAND CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DEV DEVELOPMENT DISP. DISPERSION E EAST ESC EROSION ANO SEDIMENT CONTROL EX EXISTING FD FOOTING DRAIN FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FH FIRE HYDRANT GV GATE VALVE HYO HYDRANT IE INVERT ELEVATION K.C. KING COUNTY LF LINEAL FOOT LS LANDSCAPE Di:SIGN MAX. MAXIMUM MIN. MINIMUM MJ MECHANICAL JOINT N NORTH NTS NOT TO SCALE o.c. ON-CENTERS PLS PROFESSIONAL LAND SURVEYOR RD ROOF DRAIN R/W RIGHT-OF-WAY s SOUTH SD STORM DRAIN STD STANDARD STL STEEL TYP TYPICAL w WATER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTA110N CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES ' +++ .. 's= ~ -~ f • "" "' . . ~; lFF i ·1· Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fox 425-391-1551 Project: COGGEA PLAT Developer: -e:::5haitf!te€orf,ll£llfiell,,. Mr. Charles Spaeth 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: T[C Joh#, Designed: Drawn: Chec/-..ec/: 341-CSC WNT RP LMT Authorized Use: This drawing is issued for use in the titled project only. It shall not be used for any other purpose without the express authorization and/or adaptation by T[C. Permit Agency: KING COUNTY EXPIRES 6/10/05 Issued for: PRELIMINARY 4/20/05 Rev. Date -·-. --- Sheet Title: COVER S~-IEET ANDGENRAL NOTES Sheet No: 0.1 Sheet of ' I I f ! I , ' ; -·····-·-· ------·----··--·-· ----.. ~-.. -·-·-·--··· ..... ·--·-···---· ·· · -· • 1r r NON REGULATED WETLAND \ ..... I I I I '...I 998 SQ FEET --ir:? / <\ ", "' ;;:, / cu 0 Ir..-} 11~-. t ,,. ,, ' ' ..... ,, _., ........ I 12 18 .·: '.I ·:, ' ·1, , .,,. 1VT \' 04 LOT LAYOUT PLAN SCALE: 1"~40' N EB 'I I I \ I I \ I I I I I I I I I I \ I I ( IN FEET ) 1 inoh = 40 ft, \ \ ' ' (..'-1 (j.) 1r1 ! 3: -i J .:1 r ,· > l~ \ \ \ I \ \ \ \ I I :lJ7. 00? rt·.::_ ::1GC!. 10 \ \ I I \ \ \ \ I I I I I \ I \ \ \ \ I \ I I \ \ I I \ \ \ I \ \ \ I I \ I \ \ \ \ I \ \ \ I \ I I I I I I I \ I \ \ I M ' 'F 1' f!-·.:;t-J!. f1 I i;:-··1 . '.J CJ I' '·J ') .,/ .. ,Jc.\ '·l'' i ,, ' "D. ···\l, I I I \ \ \ I \ \ \ I \ I \ \ \ I \ \ \ \ \ \ \ \ I I \ \ ' \ I I \ I \ \ I RECREATIONAL SPACE AREA TOTALS: TOTAL REQUIRED FLEUVE DE VOILES AND COGGER ·• 47X390 = 18,330 SF RECREATIONAL SPACE PROVIDED: FLEUVE DE VOILES PLAT: TRACT C = 7,769 SF TRACT E = 3,189 SF TRACT I = 1,220 SF TRACT J = 717 SF COGGER PLAT: TRACT A = 6,524 SF TOTAL PROVIDED = 19,419 SF MAIN FILE COPY ~rn©rn~w~[g) MAR 3 1 2006 K.C. D.D.E.S. CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES I CJ vi or '. j • L .. r I q I n e e r I n q (' ,, , .. , C:" l ' ·1 t ('I I'' r • ' •. ,, \.._.! I I ,,_,) _ _J . -.. ~i ' I \. '·) 205 Front St. S. P.O. Box 1787 lssaquoh, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: FLEUVE DES VOILES PLAT/ ~~pkr Developer: Ravenna Development LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: TEC Job #: Designed: Drown: Checked: 294-jmq WNT Bl' LMT Authorized Use: This drawing is issued for use in the tilled project only. II sholl not be used for any other purpose without the express authorization and/or adaptation by TEC, Permit Agency KING COUNTY Issued for: PRELIMINARY 9/15/04 Rev. Date REV. LAYOUT 6 /21 /05 CO. COMM. 3/24/06 Sheet Title: RECREATION PLAN Sheet No: R-1 ,---------------,!,,,/ Sheet of /.tJ55ooVo VJ ~ 'i__) ); I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I /2 7 I I I I I I I I I I I I I I I I I I I I I I I I I/ I_,: /<-f-. I I I I I I I I / I I I I I I I I I I I I I I I I I I I I I I :1 I I I I I I I I ..... l I (·)\ I " I l·-......._ I ~t) I I I I I I I I I I I I I I I I I I I I I I I I I I I 'i I I I I ' I I I I I I I I I I I I I ,' f -• 'I/ ,; I 1:··· ··········· .... ,. i·········s,c;,~-·-··· ....... , .... . .. '······-...... _, / \ •' ,. ' \ \ ' " \ \ \ \ \ \ \ I / CD " I I I I I I TRACT A, I, J SCALE: 1"=10' ;---' . -~-·-·~·--..... ~ . l.(·) L_(") ____ .. __ :;--~ .. .-- (.() c·~ I ---./ i ' I \ I . .J. I I I N '/ I, 8 8 ' E3 2 BENCH _....,./ I ~....:.J~=:::t==-~---'-'-..JBENCH ,---X I X X-X- x-x-/_ x-c'-, c:; /C~\x-~J·.·· c/_)~!~'I ,._) 11 r=· , J ( J \ .. ) . \4_ f C.. L .•..... , 6' PRIVACY FENCE \ STANDARD MOUNTED \ \ \ \ BASKETBALL HOOP --' \ \ \ \ \ \ \ TRACT E SCALE: 1"=10' \ 11 ') (''\ I , I ..-L. L..... , . ..! ( 1 (1 " '··) , _ _;,, N ffi I I I I I I i I ' I I I I I I I I I I I ' ' I I ' I I I I I I \ ,, i I \ I I I I I I I "\ I I !-1b I (t)i ! :5)~l f {t:\·_.11 / \r// ' i \ I I I ) I \ ' ! 'J , I i I' \ I ., ' \· /\:~// ~ / / ! I I I \ l I \ .' I \ ! I ' f I \1 / :\I I < ' I I I l I I \ ·t \ I +, .. ,_ ! ~... I" \ I ·, 'k ct)· •. , ~ .'" I ( "; !I ' I j :i\ / I \:'I I I ·'-/ I ' I I ,' I i I , I / I . I ' I ! I \' I I I ) /\., I \ I I \ I I I I I I \ I I I I I I I I I I I "·,,, : / '·,1'-. / '',,/ I /, I I I ( (') ... ,::-.~.~-'. \ / ·-' 0' } ('.· . .:" ' s:: J / I I I I I I I I I I TRACT D SCALE: 1"=10' I I I I I C' I I I I I I I I I I I I I N EB I I I \ I I I I I CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES J ,,, 1cylnr r:·r1ginecri11q c:on '.3U I tnr1 r '., 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: FLEUVE DES VOILES PLAT Developer.· Ravenna Development LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: TEC Jab #: Designed: Drawn: Checked: 294-ima WNT RP LMT Authorized Use: This drawing is issued for use in the titled project only. It shall no/ be used for any other purpose without /he express authorization and/ar adaptation by T[C. Permit Agency: KING COUNTY Issued for: PRELIMINARY 9/15/04 Rev. Date REV. LAYOUT 6/21/05 CO. COMM. 3/24/06 Sheet Title: RECREATION PLAN Sheet No: R-2 Sheet of 'il_ u 0 m 0 ,., , ! .I / ./ I I I --~, ---------·---~·---·--_______ .,.._ ___ ----------·------· -· ----·--·--------------------~-----~ -- S.E. 192ND ST GRADING AND DRAINAGE PLAN SCALE: 1 "=40' N EB 40 0 20 ~~-i ti -- ¥ ; I /L \ \ \ \ \ \ I \ \ :\ I I I I I \ \ GRAPHIC SCALE 40 80 ~. I ( lN FEET ) 1 inch = 40 ft. \ \\ \ \ \ \ I \ \ . ' ,,. ; '{ _1."· I I \ I \ \ \ • \ I 160 • I \ \ , / p ~ ~ ~--5 d ~ ..-N ..._. .._., . "I'-') ~· ••.••• LiJ~-~ t2· ..... '. -.. 6 -q+' ~-«t' t-'. L(1 . 11 II : :; :;I: :;I: G'.i· ...... e3~-~ ~-. -460 · · ~ rd' / . <n 5 5- [L [L · t2,0 ~ i"1 I I ___ : I·:.:: ... --- ' !', ' l ,, ··~"' 2.37% , I .J 26 LF 12";SD /\ 1 • • @ o.o491t/1t-· · ,LI , 440 · I ·1 · · • ::"• • :·· . · ; · • ·: , .. , .. , : ·. · : · · · · · · · · · · : DATUM ELEV ; 435.00 . 0+00 "' ~ N 00 O> "' ! "' d ~ ~ 1+00 122NC> PL. S.E. PROFILE SCALE: HOR. 1''=40' / VER. 1"=10' ~ in "' ~ ~ ~ ... MAIN FILE COPY oo~©~01t~@ MAR 3 I 2006 KC. D.D.E.S CALL BEFORE YOU DIG 1-800-424-5555 Taylor !Engineering !Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: COGGER SHORT PLAT 12212 192ND ST RENTON, WA Developer: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: li.C .Joh #• .Dra wnr Checl,ed 341-CSC WNT RP LMT Authorized Use: This drawing is issued for use in the titled project only. It shall not be used for any other purpose without the express authorization and/or adaptation by TEC. Permit Agency: KING COUN1Y EXPIRES 6/10/07 Issued for: PRELIMINARY 8/2/05 Rev. Dote CO. COMM. 3/29/06 ------·-------- j ----.~ .. -. ~~~--____ ,,,,_ a.. -·-·······-----.---.--ii: ___ ,,,, _____ ,, ___ _ <( ·····----·----·- z Sheet Title: ~ CONCEPTUAL -.....I GRADING AND ~ DRAINAGE PLAN 0.. AND PROFILE Sheet No: FOR FIELD LOCATION OF UNDERGROUND UTILITIES Sheet of -J ! '. I ----~--------- ! r, ! r I I 1),~ t:>• I I I I I I I I I I I - I _,,-- 4 EXIST F.H. 192ND ST' W AND SS MAIN EXTENSIONS SCALE: 1 "=40' \ \ \\ \ ;· .\", \t,' ''. ' N E8 ( lN FEET ) GRAPHIC SCALE A 1 inch = 40 ft. \ \ \, \ \ 1 ' ' 11 I I I I I I I ( I ' \ ' ,,.,) I \ I \ \ \ \ ' \ • ., \ \ \ \ / I I 160 I . . . . . . . . . . . -. . . . . . . . . . . . . . r..:~ "' ,-. 1~~ . . x~~ 460 · · · · · · · · -· · · · · · · · · · · · · · · -· · · · --·:,;; :,;; ..- . . . ~~~ 440 DATUM' ELEV 435.00 ' ' ' . ' 0+00 I II I ii II ! 11 . i . . I . I I -·· I I . . 141 LF <D -"' ~ ~ ·2.00% . . ' fi" DI W . . • ' ' '" ' 8" rve ss @ 0.016ft/ft . . 00 1o 0 -"' ~ ~ ~ ~ co ~ ... 1+00 122ND PL. S.E. PROFILE SCALE: HOR. 1"=40' / VER. 1"=5' CALL BEFORE YOU DIG 1-800-424-5555 j a.. Taylor Engineering Consultants 205 F rant St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fox 425-391-1551 Project: COGGER SHORT PLAT 12212 192ND 8T RENTON, WA Developer: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Doto: fEC Jo.0 II• JJe:;lgnC'd: Drawn· Chccl<ed' 341-CSC WNT RP 00 Authorized Use: This drawing is issued for use in the titled project only. II slw/1 not be used for any other purpose without the express authorization and/or adaptation by TEC. Permit Agency: KING COUNTY [ EXPIRES s11010-1 I Issued for: PRELIMINARY 8/2/05 Rev. Date CO. COMM. 3/29/06 --------~----------·-··- ~ -----·-·----·-- z t========I -Sheet Title: ~ PRELIMINARY -...J WATERAND W SANITARY SEWER IE MAIN EXTENSIONS AND PROFILE Sheet No: C-2 FOR FIELD LOCATION OF UNDERGROUND UTILITIES Sheet of '· _J I I I 1 r I I I ' 0 f ,;'/} ' " .,,. . I ' I I 12 /J '"' /1, / _ 17 I I "' LOCATION MAP SCALE: 1 "= 100' (SEE DETAILED PRELIMINARY PLAT MAP, SHEET P-2) PROJECT DA TA: LEGAL DESCRIPTION: N EB ' THAT PORTION OF LOT 12, NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47, OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER; THENCE NORTHERLY ALONG THE WESTERLY LINE 300 FEET; THENCE EASTERLY PARALLEL WITH THE SOUTH LINE OF SAID LOT, 135 FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID LOT, 300 FEET; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID STREET TO THE POINT OF BEGINNING. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SOUTHEAST 192ND STREET BEING SOUTH 89' 40'54" WEST AS SHOWN ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, RECORDED IN VOLUME 47 OF PLATS, AT PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM NAVD 1988 VERTICAL CONTROL: BENCHMARK: KING COUNTY BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD IN CASE AT THE S.W. CORNER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: RIM OF CATCH BASIN AT S.W. CORNER OF PROPERTY ELEVATION = 448.15 U.S. FEET. D D ..... _\ \ \ •· .. \ ' \ .\ . i \\ . \ 11 I / GRAPHIC SCALE 100 0 50 100 200 ~ I ' j ( IN FEET ) 1 Inch = 100 ft. IMPERVIOUS $URFACES: EXISTING IMPERVIOUS SURFACE AREA = PROPOSED IMPERVIOUS SURFACE AREA = NET INCREASE IMPERVIOUS SURFACE AREA= EARTHWORK QUANTITIES: 10 786 S.F. 10 907 S.F. 121 S.F. NOTE: THE EARTHWORK QUANTITIES LISTED HERE ARE APPROX/MA TE QUANTITIES FOR ROUGH GRADING (EST/MA TED FOR PERMIT REVIEW ONLY). AS SUCH, THEY DD NOT INCLUDE QUANTITIES FOR UTILITY TRENCHING OR BUILDING FOUNDA TIDNS. CONTRACTOR SHALL BE RESPONSIBLE FOR INDEPENDENTLY DETERMINING ALL QUANTITIES FOR BIDDING AND CONSTRUCT/ON. CUT 100± C. Y. FILL 100± C. Y. 400 PROJECT INFORMATION: 1. Nome of proposed subdivision: COGGER SHORT PLAT 2. Consultants: PROJECT SURVEYOR: Cromer Northwest, Inc. 945 North Central, Ste. #104 Kent, WA 98032 253-852-4880 PROJECT ENGINEER: TEC, Inc. 205 Front Street South P.O. Box 1787 Issaquah, WA 98027 425-391-1415 3. Developer/ Applicant: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 206-526-8481 4. Land Owners: Parcel -6199000241: Tim and Monica Gagger 12212 SE 192nd St. Renton, WA 98055 5. Acreage of subdivision: 0.93 acres H. Number of lots, units, and proposed density: Proposed lots -8 Propopsed Density -It is encumbont upon the developer to demonstrate acceptable density for 8 lots based on a proposed (future) BLA that will follow this 3-31-06 submittal 7. Existing zone classification: R-6-SO K.C.C.-16.82.150D; S0-220 H. Proposed use: Single-family detached 9. Means of sewage disposal/Source of water: Public Water and Sewer -Soos Creek Water and Sewer District 10. Districts: Renton School District -403 Fire District 0040 11. Services: Telephone -Qwest Power -PSE CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES s u DR I "' I _(fa ~ 1, .,. I I- j !!l !}; ~ \ "'" iE ; <<J "' 0 VICINITY MAP SCALE: NTS Cf ~IL SHEET LIST: P-1 CIVIL DATA AND GENERAL NOTES P-2 PRELJMINARY PLAT & <;j .. ~0' C-1 CONCEPTUAL GRADING AND DRAINAGE PLAN 1 ···· '" "' ~ iE "' 1s6i RD f !!l !!l ~ ls! I ..; ~I if "' - I I I PROJECT LOCATION SE 192ND ST N EB Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: COGGER SHORT PLAT 12212 192ND ST RENTON, WA Developer: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: :H1-CSC WNT C-2 PRELIMINARY WATER AND SANITARY SEWER MAIN EXTENSION PLAN !LC Joh #,' DPsi'.qncc/: l)ra vm ChecJ,ed,· RP Ll:GEND: {_. l ASPHALT PAVEMENT [-, "' ,~ I CONCRETE PAVEMENT ' -·----. +---DITCH OR SWALE FLOW LINE • AREA DRAIN II CATCH BASIN TYPE 1 0 CLEANOUT ' ~-RD---ROOF DRAIN '\ ---FD---FOOT DRAIN STORM DRAINAGE LINE (SD) ABBREV/A. TJONS: AD APWA CB c.o. C.O.K. CSBC CSTC DEV DISP. E ESC EX FD FDC FF FH GV HYD IE K.C. AREA CRAIN AMERICAN PUBLIC WORKS ASSOCIATION CATCH .BASIN CLEANOUT CITY or KIRKLAND CRUSHlD SURFACING BASE COURSE CRUSHf;D SURFACING TOP COURSE DEVELOPMENT DISPER~ION EAST EROSIOll AND SEDIMENT CONTROL EXISTING FOOTING DRAIN FIRE DEPARTMENT CONNECTJON FINISH FLOOR FIRE HYDRANT GATE VALVE HYDRAflT INVERT ELEVATION KING COUNTY LF LS MAX. MIN. MJ N NTS o.c. PLS RD R/W s SD STD STL TYP w WSDOT I RE.V\SIONl .... FIRE HYDRANT .... THRUST BLOCK H VALVf. v BEND FITTING ~ WATER METER LIN !Ill FOOT LA DSCAPE DE GN M IMUM Ml IMUM M CHANICAL JOINT i~T~O SCALE -CENTERS OFESSIONAL LAND SU VEYOR ROOF DRAIN RIGHT-OF-WAY SOUTH STORM DRAIN STANDARD STEEL TYPICAL WATER WASHINGTON STATE DEPARlMENT TRANSPORTATION MAIN FILE COPY K.C. D.D.E.S. I.MI Authorized Use: This drawing is issued for use ir, the titled project or,/y. It shall not be used for any other purpose without the express aulhorizolion and/or adapla/ior, by TEC Permit Agency: KING COUNTY EXPIRES 6/10/07 Issued for: PRELIMINARY 8/2/05 Rev. Date CO. COMM. 3/31/06 ~~ ----- j -·--:=:===--= C.L ij: <(l=======l Z Sheet Title: ~ CIVIL DATA AND -trl GENERAL a: NOTES r}- o_ L1,J Sheet No: P-1 Sheet of I . l'/i.\ / ... , '/:i ·i'T'/-:', ii ,'· ,' '} 1 · \, .1 , :_1,·;:.1 ·') i [, j'.''i' I ~ D -· --··~ ------ ! : ! ! (, I / ' ! I •. \ t'i I I ( I -~·------ LOT LAYOUT PLAN SCALE: 1"=40' '',f 1' PROPOSED BLA -·-,- S.E. 192ND ST N EB '·, i ! . I .. , r I I I l, •. -, \ \ I \ \ \ \ \ \ I \ \ \ i \ I \ \ \ --~ \ \ \ \ \ \ \ \ \ \ ' \ I \ ' ' \ \ \ \ \ \ I ' I\\ \ \ \ \ \\ \ \ ' ·--·---------.-.. ,, '"-'-,,\ I I I I I I \, / 40 0 ~--- -r · . I I I ; ''::.,,~ '-i·\,._ -\ ''\, l '"'> ''\-', '~ ", ' \ . •. '"'\ ·, I \, ' ~ ·, \ '·.". ~ \\ I \\ \ (\'\, ' \ \\\ j\ \ ,1\, I \\ ii( i, " Y; \[. , i,\ 'i\' I \' \; ·~ \ \ ----t1\ ' \, I Ill I ·,: . 1 11 I ', II I I,, ,/1. I II , I 1 11 ' 111,1 I I, i II \ I ! I II d I 1 111 • I I II . I I /'c:::/1:-1:=:1 1 11' I I }i I I I 'Ill 1 I/ II I ' !II I / I ill 1 . ' / 1' 1 / II I I :: : I /II I , ill 1 I ii I I ,II I i lj I- I I I I /, I II lj 1,, 1 111 I ii I I , · II r-! I ,il\1 I II ' I ' I I Ii/ 1\ I ,II .1 • I I ,II I \ I' '1 1, I . '! ,Ii I ') . Iii + I -.-· , Ii I II I I Iii I I II If , I ill · 11 l 111 IIL./·. ! !i i II I/ / I II . / I -- : 11 , \ ))/ \ / [_ .-.· GRAPHIC SCALE 20 40 80 160 Je J., I _____ ,_,_, -----'~ ( IN FEE'f ) 1 inch = 40 rt. \ \, \ I I \ \ \ \ \ \ \ \ I / \ I \ ) \ I CALL BEFORE YOU DIG 1-800--424-5555 Taylor Engineering Consultants 205 F rant St S. P.O. Box 1787 Issaquah, WA 98027 tel. 425--391-1415 fox 425-391-1551 Project: COGGER SHORT PLAT 12212 192ND ST RENTON, WA Developer: Ravenna Development, LLC 6839 Ravenna A>ienue NE Seattle, WA 981'15 Job Data: II_C Joh II JJcsiqncd: lJr"O wn: Cheded 341-CSC WNT RP LMT Authorized Use.- This drawing is issued for U8e in /he lilied project only II shall not be used for any other purpose without the express· au/horizotion and/or adaptation by T[C, Permit Agency: KING COUNTY EXPIRES 6/10/07 Issued for: PRELIMINARY 8/2/05 Rev. Date ----- CO. COMM. 3/31/06 ~----~- j ~--~----: __ --· a.. --·-·--·--·-··------ ~ <( ---------· ~ Sheet Title: :? PRELIMINARY ::J PLAT w cc a.. Sheet No: P-2 FOR FIELD LOCATION OF UNDERGROUND UTILITIES Sheet of ' i I FOUND CONCRETE MONUME~Ci(J w/ TACK IN LEAD IN CASE I GRAPHIC SCALE 1" =20' ...... ,1 -~--20 0 20 BASIS OF' BEARINGS: BEARINGS Sf/OWN HEREON ARE BASED ON THE CENTEJILINE OF SOUTHEAST 192ND STREET BEING SOUTH 89'40'54" WEST AS SHOWN ON Tf/E PlAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, RECORDW IN VOLUME 47 OF PU.TS, AT PAGE 90, RECORDS OF KING COUNTY, WASf/lNGTON. LEGAL DESCRIPTION: (PER CIIICAGO nTLE INSURANCE COMPAf/Y ORDER NO. I 158792) THAT PORTION OF LOT 12, NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47, OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER; THENCE NORTHERLY ALONG THE WESTERLY LINE JOO FEET: THENCE EASTERLY PARALLEL WITH THE SOUTH LINE OF SAID LOT, 135 FEET; THENCE SOUTfl PARALLEL WITH THE WEST LINE OF SAID LOf, JOO FEET: THENCE WESTERLY ALONG THE SOUTH LINE OF SAID STREET TO THE POINT OF BEGINNING. NOTES: 1. MONUMENTS LAST VISITED ON 4-4-05. 2. CONTOURS HEREON ARE BASED UPON AN ACTUAL FIELD SURVEY. J, THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS, COVENANT$, CONDITIONS OR RESTRICTIONS, IF ANY. 4. Tf/E BOUNDARIES SHOWN ON THIS SURVEY REPRESENT OEED LINES ONLY, ACTUAL OWNERSl·IIP MAY OTHERWISE BE DETERMINED. VERTICAL DATUM: NORTfl AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: KING COUNTY BENCHMARK NO. 5809 FOUNO CONCRETE MONUMENT W/ TACK IN LEAO IN CASE AT THE S.W. CORNER OF SECTION JJ, TOWNSrl/P 2J NORTH, RANGE 5 EAST, W.M. ELEVATION = 5/4.98 U.S. FEET. SITE BENCHMARK'S: RIM OF GATCH BASIN AT S.W. CORNER OF PROPERTY ELEVATION = 448.15 U.S. FEET. RIM OF CATCH BASIN AT SOUTH SIOE OF S.E. AND EAST OF PROPERTY ELEVATION = 428. IJ U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. LEGEND: @ FOUNO MONUMENT AS DESCRIBED lllID GATCH BASIN @ CULVERT i, FIRE HYDRANT $ WATER VAL VE 0 WATER METER III GAS METER et= UTILITY POLE 0 BOLLARD -X-GHAINL/NK FENCE -[}-WOOD FENCE TREE LEGEND: * CONIFEROUS TREE ~ DECIDUOUS TREE T1: 16" MAPLE T2: 12" CHERRY TJ: 12" REDWOOD T4: 12" REDWOOD T5: 12" ALDER T6: 14" ALDER Tl: 10" FIR TB: 18" FRUIT T9: 2/6" FRUITS Tl 0: 1 O" SPRUCE T/ 1: 20" FIR T12: 12" CEDAR T/J: 12" CEDAR T14: 18" FIR T15: 14" CEDAR T16: 14" CEDAR T17: 22" CEDAR FOUND CONCRETE MONUMENT 192ND. ST. ls_ TOPOGRA.PHIC'l-J.L SITE SURVE'Y. FOR CHARLE,'3 SPAET!l LOCATED IN THE' S.Jl. 1 / 4, OF' 1'HE s. w. 1 / 4, OF SECTION 33, TOWNSHIP 23 NORT'J{, RANGE' 5 EAST', KING COUNTY, WASHINGTON W.M., 2.8'± -· ~ ~ ~ "\ "'< \ "oe ~ TRACT II 456·_/ Tl @ S.£. COR. OF BLOG. IS 6.8'± S. OF PROP. LINE r TACK IN LEAD IN CASE (S. W. SEC. COR.) (BfNCHMARK) J~:---+--------S89 '40'58"W 1321.77' (MEAS.) 1 FOUND CONCRETE MONUM£NT pr1 1/2" BRASS DISK IN CASE / __ • (l/f6TH COR.) --__ ---:.: :-_~ ___ -t----82!.38' T4 T5 rv I I I I I I \.Li I \:; I in ,P ., I~ "< I -, GI Ci I I-' I CJ I ~I ,_, VJ I cl, TRACTl3 0-i I v· I~ I I :'i \.Li I <ri ::1, I ,.p (q I~ P1 ,,..., I Ld 9 vi -< I LJ I ,: I ::, I >- I VJ I cl KC. D.D.E.S. .-------· -------~ G ~ ~ h ~ ~ l) VJ "' ~ a >--( ~ 0::: ~ (/) (j) I- "'z ow ::. WW ~~ >-:::, lf) mou...a woo LI.I 0:::: C'-J Owl--· <( :r: V) :j ~f-w-J :::, >-IO w 1-· ~JJ > -"' "' 3: :::, w Vl WI (.) f-· <(~I-<CZ (j) ::i; -· I-"' I-Z O (.) w Le<( <O (j) z ,- Wo0 0 "' (.) -0 a.. z w -::i: "" "'~ ~t;j 0 u 0 ~ z oa': -z I-Q w (/J C.l (.) 1--I>'. wo (/J 0:: Ld >-Lij ~ 0::: LLI . ....J o->Q'. Le. uoo:::«::r: i="'. \~ :::, ::t (, CY. a..~ (j) lJ w <( L,J 0 ::. c,: I vi w a- (j) 0 .J I z u.. I-· ::) 0 CL _ JXtZ.1:axui::a:u.c,0 • (j) L (ll (ll C ·-01 C l..Li VJ L Q) C C 0 (/) L 0 >- Q) r: :::J (/) l.() C) 0 ('J r, <ci' )( 0 ('J ·~ ~ :::, .,., -., 1() Cl) "<t <IJ I ::1 " ,. L(l w [() ,-r-. <( " "' C.:.l "' L{) 0 " OJ ~ m r~ ..,: ~ 3: .~ E ,__ "-"' .... 0 0 'z-· 0 t~ w 0 :f. ,·-· ~ L Ol 1.. 1- " ....-. <O Ld " ::' E '" oou :r: ~···1L (/) ::it;;: 0 ;,;; ~t :r' L~i N ·c: a) J-, ,,,..... ... u . vi o a,, 0 .... C) "' CO _I >-t\J _J..._,.<(C:011 <C I = f: Y"" ·1 t1 \ .. Z LJJ X:." lJJ L. (.) ~ O O W<C z ......... r:J LO O "" 0 (J) ··-~ IU 0 Vl I • D e11•.\' ' ,/ ,, I N 15 16 " rn N LOCATION MAP EB SCALE: 1 "= 100' (SEE DETAILED PRELIMINARY PLAT MAP, SHEET P-2) PROJECT DA TA: LEGAL DESCRIPTION: THAT PORTION OF LOT 12, NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, ACCORDING TO THE ?LAT THEREOF RECORDED IN VOLUME 47, OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER; THENCE NORTHERLY ALONG THE WESTERLY LINE 300 FEET; THENCE EASTERLY PARALLEL WITH THE SOUTH LINE OF SAID LOT, 135 FEET; THENCE SOUTH PARALLEL WITH THE '/!EST LINE OF SAID LOT, 300 FEET; THENCE WESTERLY ALONG lHE SOUTH LINE OF SAID STREET TO THE POINT OF BEGINNING. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SOUTHEAST 192ND STREET BEING SOUTH 89' 40'54" WEST AS SHOWN ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, RECORDED IN VOLUME 47 OF PLATS, AT PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM NAVO 1988 VERTICAL CONTROL: BENCHMARK: KING COUNTY BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD IN CASE AT THE S.W. CORNER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: RIM OF CATCH BASIN AT S. W. CORNER OF PROPERTY ELEVATION = 448.15 U.S. FEET. 0 D D \ i \ \. ~ I I \ GRAPHIC SCALE 100 0 00 100 200 ~-... •• , I ~ ( IN FEET ) 1 inch = 100 ft. IMPERVIOUS SURFACES: EXISTING IMPERVIOUS SURFACE AREA = PROPOSED IMPERVIOUS SURFACE AREA = 10,786 10,907 121 NET INCREASE IMPERVIOUS SURFACE AREA = --~ EARTHWORK QUANTITIES: S.F. S.F. S.F. NOTE: TH[ [ARTHWORK QUANT/Tl[S L/STW H[R[ AR[ APPROX/MAT[ QUANT/T/[S FOR ROUGH GRADING {[ST/MA T[D FOR P[RMIT R[V/[W ONLY}. AS SUCH, lH[Y DO NOT INCLUD[ QUANT/Tl[S FOR UTILITY TR[NCHING OR BUILDING FOUNDATIONS. CONTRACTOR SHALL 8[ R[SPONS/Bl[ FOR IND[P[NO[NTL Y O[T[RMINING ALL QUANTITl[S FOR BIDDING ANO CONSTRUCT/ON. CUT __ C.Y. FILL __ C.Y. 400 I PROJECT INFORMATION: 1. Nome of proposed subdivision: COGGER SHORT PLAT 2. Consultants: PROJECT SURVEYOR: Cramer Northwest, Inc. 945 North Central, Ste. #104 Kent, WA 98032 253-852-4880 PROJECT ENGINEER: TEC, Inc. 205 Front Street South P.O. Box 1787 Issaquah, WA 98027 425-391-1415 3. Developer/Applicant: A -i.avoAAo D0v0l8flll1enl, LLO C,/,-,c.,r. es 6839 Ravenna Avenue NE Seattle, WA 98115 206-526-8481 4. Land Owners: Parcel -6199000241: Tim and Monica Cogger 12212 SE 192nd St. Renton, WA 98055 5. Acreage of subdivision: 0. 93 acres 6. Number of lots, units, and proposed density. Proposed lots -5 + 3 future building tracts to be combined with tracts H, I, J of Fleu ve des Voiles Propopsed Density -5.4 lots/acre (see separate density colculation) 7. Existing zone classification: R-6-SO K.C.C.-16.82.1500; S0-220 8. Proposed use: Single-family detached 9. Means of sewage disposal/Source of water: Public Water and Sewer -Soos Creek Water and Sewer District 10. Districts: Renton School District -403 Fire District 0040 11. Services: Telephone -Qwest Power -PSE CALL BEFORE YOU DIG 1 -800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES ----------------·--- & {:;; s u ~~ 4-DR l)l I ~ "' I ol if .IB, . "' '} ,- 0 <;, oc <I> ! ;_...---)?f-..J.Ll,.!!Ll!L!--..5Lllt.1ll!JW.'fa~:I,'{ ~" I VICINITY MAP SCALE: NTS (~/VIL SHEET LIST: P-1 CIVIL DATA AND GENERAL NOTES P-2 PRELIMINARY PLAT C-1 CONCEPTUAL GRADING ANO DRAINAGE PLAN C-2 PRELIMINARY WATER AND SANITARY SEWER MAIN EXTENSION PLAN LEGEND: ' [ .... ... ASPHALT PAVEMENT .... ,.Jv . r-A--~ CONCRETE PAVEMENT --· · · +--DITCH OR SWALE FLOW LINE ~ $ AREA DRAIN IJ CATCH BASIN TYPE 1 o CLEANOUT --RD---ROOF DRAIN --FD---FOOT D! STORM ORAi AGE LINE (SD) N PROJECT LOCATION ffi FIRE HYDRANT THRUST BLOCK VALVE BEND FITnNG WATER METE11 Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391--141'.i fox 425-391-15:i'I -----~----·---··---·--· ~==------·-·-··~-- Project: COGGER SHORT PLAT 12212 192ND ST RENTON, WA Develop_er:S. .u CA.::,r/es ~e1,; ~iepirn,111, LLG 6839 Ravenna Avenue NE Seattle, WA 98ll 5 Job Delia: 11/ .. Jo.a /1, Checi, ('(/: 34·1--csc w~u fil: LMI Authorized U.s-e: !h,:r, druwinq !:, /,c,·.c;ucHi for use in 1/Je lifted proJi!!:/ only II gfwll not be u.',YHI for· ony other p11rpmm wifhoul lfw express authorization nnd/or odop /-a tion hy Ir C Permit Agency: KING COUNTY l=:====-=.c:::.c:::··=::=:=--------· ABBRE~1/A TIONS: AD APWA CB C.O. C.O.K. CSBC CSTC DEV DISP. E ESC EX FD Fl)C FF FH GV HYD IE K.C. ARf.A DRAIN AMERICAN PUBLIC WORKS ASSOCIATION CATCH BASIN C~EANOUT Cl fY OF KIRKLAND miJSHED SURFACING BASE COURSE CRvSHED SURFACING TOP COURSE DEVELOPMENT DISPERSION ~~d~ION AND SEDIMENT CONTROL EXISTING FOOTING DRAIN FIRE DEPARTMENT CONNECTION F!'·l'?H FLOOR F111E HYDRANT GATE VALVE HYDRANT INV~RT ELEVATION l<lt,G COUNTY \ \ LF LS MAX. MIN. MJ N NTS o.c. PLS RD R/W s SD SlD STL TYP w WSDOT LINEAL FOOT LANDSCAPE DESIGN MAXIMUM MINIMUM MECHANICAL JOINT ORTH N T TO SCALE i ON ENTERS PROF SIONAL LAND SURVEYO · ROOF AIN RIGHT-0 -WAY SOUTH STORM ORAi STANDARD STEEL TYPICAL WATER WASHINGTON STATE .PARTMENT OF TRANSPORTATION KC. D.D.E.S. Lo55004-0 \ Issued for: PRELIMINAFlY 8/7/05 ~ Rev. Date 1:--·-··· j CL ii: -- <( Z 1===-----===c:::::::==~ -Sheet 77tle: :ai: CIVIL DATA AND -iTI GENERAL a: NOTES CL 1-------------.. ----···--·- Shee l No: . ·\i i(('(,:[:f :·'/ _!',:') (1 ; !{ ', , r. ' \ r"I I • , .,i ·;() F'J-;Fi' I I ,,,··./ I I I ., . i 16 I i ;q -, ' 11n "' U) "'I I I -~---------· -------------·-----------~-----.·--·---~-_ _, S'. E'. 192ND S'fT LOT LAYOUT PLAN SCALE: 1"=40' N EB ! -==-·-- ) I I I NOTE: TRACTS 'A", 'B', 'C" TO BE COMBINED 111TH NON-BUILDING TRACTS H, I, J IN PROPOSED FLEVE DES VOILES PLAT BUILDABLE LOTS ''F·· . -' I \ I \ \ \ \ \ \ I I \ \ / ( I \ ---\ \ \ I I \ \ \ \ r I I ) \ \ \ \ \ \ I ' ' \ I ·. I \ \ \ \\ I I I I I I I \ \ I .. \. r-·-':.-1 ,,., ' -, __ .~ -. \. ,-\,1 . ', . . --'"•, .. -,.., \ ""' '\s, ·-. "\ , I ,, " '·,, '• \\ -,~-\ '} \ \,',;-\ I \ \ \ \, \ '1 '/ '( \t \ \ \\ 10 \ \\ ___ '.I \I I T\: l 11 I\ ;: It I I,, II I I ill '. 1 .Ii ',I I rll !1 I II i I II 1 11.· I I. lit I II I ,II I I i II I ! , 1111 I I I; 111 I I ' II 1 11 / I 111 : . 111 I Ii 111 I I 1 11 I I Ii i I ,II I ,II If ill I lj I iii I n \' I :: : I I;: i,-:! 1 11 ,! 1 I! , ,11 ', I I I ,II J I I :: :\. : I ,II I \ II ill I. t I ,Ii 1 1. I ;I! +-. ! -··· Ii I ill I !11 I ill II 111 . 11 / \ \\ I I \ \ \ \ \ \ \ 1 I. . I /-1 I I I I \ \ \ \ \ Iii IL/ :: /:·· II , I ----- 1/ ·· II I . \ GRAPHIC SCALE 40 0 20 40 80 160 1'1::1-'f/L·~-.::-llflllllllllll 111111111tt.=.:.:.J::::::::::::~1 ( IN FEET ) 1 inch = 40 It. \ \ ,\ \ ' \ \ ' \ ' \ ' / , I / ------- j a.. J __ Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-141'.j fax 425-391-1551 I:::==:::__--=:::-_-___ -. -____ -__ -_-__ Project: COGGER SHORT PLAT' 12212 192ND sr RENTON, WA I====--=-===·----==---- Developer: c , 1 O,orles ::::>;::::4eTvt ~~!Gpt,w\.\,,-bl:£- 6839 Ravenna Avenue NE Seattle, WA 98115 l=====--__ -__ -__ :::_---·--- Job Data: l!C .Job I/ lJt'J wn Ch C cl. (' d,· ~_4-1--_csc '!/_If[ [!£' !-MT I=:::::===:===-:·:=-----==-~ Authorized Use: {his dmwim; ,:,;' if,';;ur:d for 11:-;e in the titled project only It shall not bo 11:md for any other purpose without /ho express authorizotion ond/or adaptatior, by /IL '===·=-=·=---=-----=:::::.::.::-.=.-:: Permit Agency: KING COUNTY I==--=-=--=---------------- ---------- ES 6/10/0~ ------~----- I======-=·-==-=-=-==--:----------- Issued for: PRELIMINARY B/2/05 Rev. Dote ·~ --···--·-- <( -...... -z -------·---·- -Sheet Title: ------ ~ PRELIMINARY -ffi PLAT a: 0.. Sheet No: ,------------------~-P-CALL BEFORE YOU DIG 1--800--424--5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES -----------·----·------,{11§!.J !~~~i,;-Ecbfi~"~:;· L----,----------------------------------------------------------------------------------------------------L-------·-··--·-·-· \:() '/ lil.'{..'./_,_j /1'/'/.'/J I / ,--- ---/ -/ -v -J.4--··-- J Si I fl ~*--- I! /I 19 I I I I I --L -------+1'-----'-- ,-· I / -, ,, .. , ' . - I I I I I I I I I I ' I l f ' I I I I // ,,f ' ' ( / ( I I ----·. GRADING AND DRAINAGE PLAN SCALE: 1 "= 40' ' --- /'--,.,,;' / ~I I I CB TYPE 1 1 .. \ -- I . I I I I I ~- N EB 40 0 20 f -""" J 'f'O l '\ . ,, ,, r, ·I I \ \ \ \ \ :11 ,., II 111 II' ii Ii 11 i/ J ;· / I\ I\ I II I I ,. I I /i • i II " \ \ GRAPHIC SCALE 40 80 L ; 4 ( IN F'EET ) 1 inch = 40 ft. \ \ \ \ I I I \ I \ ; •' 160 I \ \ ' \ ·--. \ -' \ I I I \ \ '\ \ . ' 460 · · - 26 LF 8" SO i@ 0.042ft/ft I _-__:__~p~-_J-20).0~0%~.-:-:-~--:--:-:-. --:> r1 I I I I 1 I I ,_ I , to·:;;:_ :::::=:::j DATUM ELEV ' 435.00 : ' 0+00 II I i 11 <D 1o ,,-j ~ ~ 00 ~ ~ 1o '° <.O .,; ci 0 ~ '° 'If ~ ~ st-.... 1+00 122ND PL. S.E. PROFILE ' SCALE: ~OR. 1~=40' / VER. 1"=10' \ \ \ ---------------- CALL BEFORE YOU DIG ---- 1-800--424-5555 ___j__ -[ Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 4-25<591--141'.i fox 425-391--155'1 Project: COGGER SHORT PLAT 12212 192ND ST FIENTON, WA Developer: C" ~1 ~';;:;-~;~o~ef'h_ .R Ffl;-b~G-- 6839 Hovenna Avenue NE Seottl e, WA 98115 l===-=-_ _:c_-_-____ --:__ _____ _ Job Data: /IC Job# ;~4.-1--csc WtJJ B.E LM_'[ I===-==--==--------'------- Authorized Use: Thi:; dmwinq it1' fs.r;ued lot u_c;e in the titled project only. II shall no/ /Jr, used for any other purpose without_ !'ho expn;ss authorii'ation and/or adaptation l!y /IC l===--=-==---=:-_·-·c:::_-__ -_ Permit Agency: l(ING COUNTY 1==-=---__ -_-_;;::::_·--=---- l:::::===--=----=---:_-_:==- /ssued for: PRELIMINARY 8/2/05 Rev. Date j ------ CL ~ <( Z l===--=--===--:.=c::..--::::c== -Sheet Title: ~ CONCEPTUAL -..J GRADING AND ~ DRAINAGE PLAN CL AND PROFILE Sheet No: I ! . FOR FIELD LOCATION OF UNDERGROUND UTILITIES c- s,~, -<~~ ---·---------·-·-------------- L------------------------------------------------------------·---------------------------------MIAiNLF&:ll:-ooPY.------ i \:' i'' :r · r .J '!'J, n !1' _1,'/'/,,l,\,',i.i .r,1, i,i; ··,'() P /:F';·. --· --)~ / ---------· -·· / / I// --· ·---,,/ __ _ v J ,d-· i;!J: L·.·.·~·- ··--· ---I ,/ i I I r I I I / \ \ / ,, , ,, \ I I I I I , .... , I ,F 3 l 'I IE4,4.,, / /" •, . .> I :/·./ >--~-_./// 1// ",:/' 1;,J; . • . t,, I I I I 11 4 I I I I · . ___ 1 ,,--- EXIST · F.H. -----·--------\---~--~-·-···---_____ , _____ -------·------- \ ' \ S. E. 192ND ST W AND 88 MAIN EXTENSIONS SCALE: 1"=40' ---~ \ \ \ \ \ \ \ I \ \ / 1 I I I I \ I I \ / \ / ' ! I j N EB • o m 1W ~L1-.:.-~it:":.•11111111l===i--c=::==-=::=.:::===J ( IN FEE'f ) GRAPHIC SCALE 1 Inch = 40 ft. \ \ ···. \ \ \ \\ \ \ 460 · · · · · · · · · · · · · · · · · 2.00%_ -·- I ti 8" DI W . ,.--,-r:l I 11 __.:.------ Cit/ II ii I I ' . ' -~ ' 11 ,5 ;;:;:s~,P~ '-\''-' {··{,'. '''.·''~"~''~''{SSW_~'''~· ,§''SS'3", '·.- · I ·f«"' 440 I 141 LF ' DATl!M ELEV 8" PVC ss @ 0.016/t/ft 435.00 1 "' ~ ro ~ 0 ~ ,0 "' <O <O ,ri ~ ~ 0 ~ ~ ~ '!? ~ .,. 0+00 1+00 I 122ND PL. S.E. PROFILE SCALE: HOR. 1"=40' / VER. 1"=5' i ! ' \ --' ' ' CALL BEFORE YOU DIG 1-800-424-5555 --------· --- j a.. ?c· r i I i Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-141 '., fax 425-591--1551 Project: COGGER SHORT PLAT 12212 192ND ST REITTON, WA --·--·-·--· Develor;er: C' ..u. C,1-,arf"-> ofX:t<!!. t "1 ,i.OV€1lfttl-!)evelepm'**,l,I,(;.. 6839 Ravenna Avenue NF. Seattle, WA 98115 I=-====-=-=-=-=-=----. .:::::;:_-I Job Data: I!{.' )oh II: {h('r I, cc/: 34)--C.SG l'/f\Jl ~p LMI !---·-----··-------- Authorized Use: lln'.s drawing iD iss11eci lot use in !lie tiller/ pro1icl only. II shall not be 11.'-ied fo, (If! y other purpose without the express uuthurizui-ion and/or a<ioplo/ion by /IC. I::=====:--·---·-----------· Perrnit Agency: KING COUNTY I--====--=.::-===---= EXPIRES l======-------_::.- lssued for: PRELIMINARY 8/2/05 Rev. Date <( z I====-·==---:==---- -Sheet Title: ~ PRELIMINARY -_J WATER AND W SANITARY SEWER a: MAIN EXTENSIONS 0.. AND PROFILE Sheet No: FOR FIELD LOCATION OF UNDERGROUND UTILITIES ---·-MA ________ .;... ____________ ~~·~·,a.• ,.,._......,.,..._...,,_ .... _,, _____ , __ TOPOGRAPHICAL ,SITE SURVE'Y FOR Cf!ARLE S SPAETfl FOUND CONCl!m: MON~' w/ TACK 111 LEAD 111 CASE I LOCATED IN THE' S.E'. 1 /4, OF THE S. W. 1 /4, OF SECTION 33, TOWNSf!IP 23 NORTH, RANGE 5 EAST, KING C()UNTY, WASf!JNGTON W.M., GRAPHIC SCALE 1" =20' I -·;~,i!!,.~'?slurams1l".-!"'='1Wiil~"l?~ I l-~--·.,.,:>r,2il!!~ii,c=: . 20 0 20 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SOUTNEAST 192ND STREET BEING SOUTN 89'40'54" WEST AS SHOWN ON THE PLAT OF NORTNWESTERN GARDEN TRACTS DIVISION NO. 5, RECOF/DEO IN VOLUME 47 OF PLATS, AT PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1158792) THAT PORTION OF LOT 12, NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOWME 47, OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER; THENCE NORTHERLY ALONG THE WESTERLY LINE JOO FEET; THENCE EASTERLY PARALLEL WITH THE SOUTH LINE OF SAIO LOT, 135 FEET; THENCE SOUTH PARALLEL W/Tfl THE WEST LINE OF SAID LOT, JOO FEET; THENCE WESTERl Y ALONG THE SOUTH LINE OF SAID STREET TO THE POINT OF BEGINNING. NOTES: I, MONUMENTS LAST VISITED ON 4-4-05. 2. CONTOURS HEREON ARE BASED UPON AN ACTUAL FIEW SURVEY. J. THIS SURVEY WAS PERFORMED WITI/OUT THE BENEFIT OF A CURRENT TITLE REPORT AND TH£RffORE DOES NOT PURPORT TO SHOW All EASEMENTS, COVENANTS, CONDITIONS OR RESTRICTIONS, IF ANY. 4. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED LINES ONLY, ACTUAL OWNEFISHIP MAY OTHERWISE BE DETERMINED. VERTICAL DATUM: NORTII AMEFIICAN VERTICAL DATUM OF 1988. BENCHMARK: KING COUNTY BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD IN CASE AT THE S.W. CORNER OF SECTION JJ, TOWNSHIP 23 NORTH, FIANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET. SI'l'E BENCHMARK'S: RIM OF CATCH BASIN AT S.W. COFINER OF PROPERTY ELEVATION = 448. 15 U.S. FEET. RIM OF CATCH BASIN AT SOUTH SIDE OF S.[, 192ND. ST. AND EAST OF PROPERTY ELEVATION = 428. 1 J U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET. LEGEND: @ FOUND MONUMENT AS DESCFIIBED llIID CATCH BASIN @ CULVERT .. FIRE HYDRANT II> WATER VALVE 0 WATER METER (I] GAS METEFI :('J:: UTILITY POLE 0 BOLLARD -X-CHAINLINK FENCE -fl-WOOD FENCE TREE LEGEND: * CONIFEROUS TREE it} DECIDUOUS TREE T1: 16" MAPLE T2: 12" CHERRY TJ: 12" REDWOOD T4; 12" REDWOOD T5: 12" ALDER T6: 14" ALDER Tl: 1 o" FIFI TB: 18" FRUIT T9: 2/6" FFIUITS Tl 0: 1 O" SPF/UC£ Tl I: 20" FIR T12: 12" CEDAR TIJ: 12" CEDAFI' T14: 18" FIR T15: 14" CEDAR T16: 14" CEDAR T1 7: 22" CEDAFI FOUND CDNCREfE MONUMENT W TACK IN LEAD IN CASE (S. W. SEC. COR.) (BENCHMARK) :~~~--·---t--.-------589 '40'58"W 1321.77' (MEAS.) ----------- ! FOUND CONCRm: MONUMENT ~r BRASS DISK IN CASE / __ . ,1/16T/I COR.) . ------.. -------~------~~--. f 82J.38' TRAC.T II 0-1 I I I I I 2.8:t- ~ ~ "' ~•\n~ \ '~} l I! 8 1. - ~[~ : / (g I • I ---------- ' ' ' ., ,J . ., ., ' 'o ~ : . 1, '! ' ' ' ' ,~~~ , ' ' • I ' • ' • I ,. • • -CON{ .• .' . . ! ' .: \ .· <: <: I I ·, I,_-•. \ ,:co~c. : . ·' ·:\. ··. '. I I Tf7 I . '.I - I . ·1 6r' I I t.r'fJ'o• HOUSE 456_/ S.£. COR. OF BLDG. IS 6.B:t S. OF PROP. UN£ ------- I I I I • I I I r0 I I I I I I I I I I I I I I I I I I I I I I l'J I cy I~ I • ., I >;, "' I -, t,1 i,?I ICC I \'i I :J I ,__ I In I i:s, I I ------- TRAC.T IB ------~ ------ I I I I I -, I '-- 1 - I ?i WI vi '.... I ,.,:-•• ' (,> I ';:-, P1 01~ :a, I In I I I i,J 15 I ,__ I In I ,:S >-c ~ § ~ ~ ~ ~ ~ ~ ~ 0 ~ E,;.. • (/) L (],) (],) C ·-Ol C Ld (/) L Q) C C 0 CL (/) L 0 >, (!) > ... :J (/) w 0 0 '<I' . 0 . z In . .J Cl.. = ' ::ti ~ E,.;' • trJ ~:o: .... t.:i ~lQ t,j ts i~ !:<:i 0 ~ ~ ... , e-;...; ~ ;] . ,.., t:tj ltj t:l.; c:, ...; flj 0:: trJ • 0 ;<I; rr.i~ ~ a,: ~"' .... t') ~ ~ • "1 .... r.:i ~ I:!:! t,j f:l.. I ) Cj s:Jo ct:~ trJ ~) ~...;~~ ~~~ ..... ' J::::l ci:i ~ ti') e-; :"! :,-. Cj ' 0~ ...:i t-. Cj ~ ~ l{J l{J "' ·st I N I() co ,.., N l'l ,..., I() O N co,.., en 0 co '4 I N I() co ~ ,,, I() N ,~ If) a C) '" (() "' ' .,; :::i 1--, uJ 1-· <( 0 I . -[ __ I I I !11-- r I I I 0 I I D N LOCATION MAP EB SCALE: 1'=100' (SEE DETAILED PRELIMINARY PLAT MAP, SHEET P-2) PROJECT DATA: LEGAL DESCRIPTION: THAT PORTION OF LOT 12, NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47, OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER; THENCE NORTHERLY ALONG THE WESTERLY LINE 300 FEET; THENCE EASTERLY PARALLEL WITH THE SOUTH LINE OF SAID LOT, 135 FEET; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID LOT, 300 FEET; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID STREET TO THE POINT OF BEGINNING. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SOUTHEAST 192ND STREET BEING SOUTH 89" 40'54" WEST AS SHOWN ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, RECORDED IN VOLUME 47 OF PLATS, AT PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM NAVD 1988 VERTICAL CONTROL: BENCHMARK: KING COUNTY BENCHMARK NO. 5809 FOUND CONCRETE MONUMENT W/ TACK IN LEAD IN CASE AT THE S.W. CORNER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ELEVATION = 514.98 U.S. FEET. SITE BENCHMARK: RIM OF CATCH BASIN AT S.W. CORNER OF PROPERTY ELEVATION = 448.15 U.S. FEET. :; ' 0 D '- D - \ ' \ \ \ \ \ ' \ \ \ .-.--'-~-"- ·-: ,_r,:,:· __ :::~---•... .:_;~1';,' .::-.-:' -. , ,v_ ··, '·'.· ''f GRAPHIC SCALE 100 0 50 100 200 ~-; L I j ( IN FEET ) 1 inch = 100 It. IMPERVIOUS SURFACES: EXISTING IMPERVIOUS SURFACE AREA = PROPOSED IMPERVIOUS SURFACE AREA = 10,786 !0907 NET INCREASE IMPERVIOUS SURFACE AREA = __ __,_ 121 EARTHWORK QUANTITIES: Ill S.F. S.F. S.F. NOTE: THE EARTHWORK QUAN"TITIES LISTED HERE ARE APPROX/MA TE QUANllllES FOR ROUGH GRADING (ES"T/MA TED FOR PERMIT REVIEW ONLY). AS SUCH, THEY DO NOT INCLUDE QUANllllES FOR U"T/LITY TRENCHING OR BUILDING FOUNDA llONS. CONTRACTOR SHALL BE RESPONSIBLE FOR INDEPENDENTLY DETERMINING ALL QUAN"TITIES FOR BIDDING AND CONSTRUC"T/ON. CUT 100± C.Y. FILL 100± C. Y. """ ~ PROJECT /Nf-ORMA TION: 1. Name of proposed subdivision: COGGER SHORT PLAT 2. Consultants: PROJECT SURVEYOR: Cramer Northwest, Inc. 945 North Central, Ste. #104 Kent, WA 98032 253-852-4880 PROJECT ENGINEER: TEC 1 Inc. 205 Front Street South P.O. Box 1787 Issaquah, WA 98027 425-391-1415 3. Developer/ Applicant: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 206-526-8481 4. Land Owners: Parcel -6199000241: nm and Monica Cogger 12212 SE 192nd St. Renton, WA 98055 5. Acreage of subdivision: 0.93 acres 6. Number of lots, units, and proposed density: Proposed lots -8 Propopsed Density -It is encumbant upon the developer to demonstrate acceptable density for 8 lots based on a proposed (future} BLA that will follow this 3-31-06 submittal 7. Existing zone classification: R-6-SO K.C.C.-16.B2.150D; S0-220 8. Proposed use: Single-family detached 9. Means of sewage disposal/Source of water: Public Water and Sewer -Soos Creek Water and Sewer District I 0. Districts: Renton School District -403 Fire District 0040 11. Services: Telephone -Qwest Power -PSE ~~:.~~!;® K.C. o.o.E.S, MAIN FILE COPY CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES -----------~--_J__ --~ s ' u DR I \ -+-~ ' '?, "' I w I ,,, '!;! I~ -1- VICINITY MAP SCALE: NTS CIVIL SHEET LIST: P-1 'CIVIL DATA AND GENERAL NOTES P-2;?RELIMINARY PLAT C-1 CONCEPTUAL GRADING AND DRAINAGE PLAN 1--=-i---· iE' o' N C-21,PRELIMINARY WATER AND SANITARY SEWER MAIN EXTENSION PLAN LEGEND: ·~ \ ·1 y i. •; ASPHALT PAVEMENT ... r a 41 M I " CONCRETE PAVEMENT v -----~ DITCH OR SWALE FLOW LINE ~ • AREA DRAIN IJ CATCH BASIN TYPE 1 0 CLEANOUT --RD---ROOF DRAIN --FD---FOOT DRAIN STORM DRAINAGE LINE (so) -+ PROJECT LOCATION SE 192ND ST -! - N EB FIRE HYDRANT THRUST BLOCK VALVE BEND FITTING WATER METER Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 lssoquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: COGGER SHORT PLAT 12212 192ND ST RENTON, WA Developer: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: T[C Joh#· .DesiqnE'd J)ro wn' Checked 341-CSC WNT RP LMT Authorized Use: This drawing is issued for use in the tilled project only. II shall not be used for any a/her purpose without the express authorization and/or adaptation by T[C. Permit Agency: KING COUNTY ABBREV/A TIONS: EXPIRES 6/10/07 AD APWA CB c.o. C.O.K. CSBC CSTC DEV DISP. E ESC EX FD FDC FF FH GV HYD IE K.C. AREA DRAIN AMERICAN PUBUC WORKS ASSOCIATION CATCH ,BASIN CLEANOUT CITY OF KIRKLAND CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE DEVELOPMENT DISPERSION EAST ' EROSION AND SEDIMENT CONTROL EXISTING FOOTING DRAIN FIRE DEPARTMENT CONNECTION FINISH FLOOR FIRE HYDRANT GATE VALVE LF LINEAL FOOT LS LANDSCAPE DESIGN MAX. MAXIMUM MIN. MINIMUM MJ MECHANICAL JOINT N NORTH NTS NOT TO SCALE O.C. ON-CENTERS PLS PROFESSIONAL LAND SURVEYOR RD ROOF DRAIN R/W RIGHT-OF-WAY S SOUTH SD STORM DRAIN STD STANDARD STL STEEL TYP TYPICAL W WATER HYDRANT INVERT(ELEVA TION KING CQUNTY WSDOT WASHINGTON STATE DEPARTMENT OF ,-·-·-»---TRANSPORTATION ti:i I DEPi'itTri:;:~~~0·~--0 ,..... :-------.,.~~ .. -=-00 I · i., 1 r-· .,1-Vl·-l oo 1il.r.r/\;··· --.... "-'==- -~---.·, ·i;:-.:nJ j f!, f-~f\''/if-lQI · · ·-....""=""'"=·-- /_~;()j l ke ,:, ,-·. w -·· 1 · · 1 )·."MENTAi c';~-~1\.r•r-1-0 1 O · . .,, -··A::, 11,..._·:rc:1 [\-Jisk,i, -... .J_J-i v k.1c0 1 Issued for: PRELIMINARY 8/2/05 Rev. Date CO. COMM. 3/31/06 --- CONF. SET 02/22/07 Sheet Title: CIVIL DATA AND GENERAL NOTES FiE'//C;cc,-) pep·, ., . O/f.1;f:P,L I W ~ .... t. t·,1··, l'·f,!;\!;) -···;· ~·-'Ult.. ~ ---· I', ti..i,-:.J.i\• '" ,._ • ·~--. " , ,_:-'.J -!\G, -':-1r·-1 ~f\ L s/0 "~¥ //.) --;;;~·-J ~1---S.-he_e_t_N-0:----I / ,P-2/4-'Z Planninr, UniL_.46 4:u; lJ.. \ \ j •·'.'.\:--.::.\ Errc'oe,,,;,,,., ,-, . -·----Z P-1 ~ d'(,~····~~tJg~ ! ·--· ·-·--= .. -----."""--0 L --------=-----··----. ~--------~ 0 t-----------1 Sheet of NON T-IEGUL. ATED · ... ·.· I W ETLA1VD c, o ~-,Q F'£· l?'i' --: ' < j iJ 8 ~J -.L...' l -----.'j~I",) I ; I ,' -, ·-~I I I 12 ,/ '") LJ 14 LOT LAYOUT PLAN SCALE: 1 "=40' ·s. E. N EB ------r .· \ .· \ . "' . I \ \ ~\ \ '. \ \ ' \ \ . \ --·----.. L -- TR. 0 -=-- \ \ I \ \ \ \ '·\ '\-·:i \ I. \ \ \ \.· ·. i\ ~ . . . . I ·. I'\ > : \ \ I I \ \ : I \ I ·I I \ '. . ·, ·;. :· - ._,' I . I . I \ \ \ GRAPHIC SCALE 20 40 80 I • I I ( IN FEET ) 1 Inch = 40 ft. \ \ \ I \ \ \ \ \ \ \ \ \ \ -,,; \ . \ \ \ .\ I '. I \ \ \ \ \ \ ' ' I \ \ \ ' \ I I I \ \ \ \ '"-,"., ' \ \ \ \ \ \ \ ', ' I . \ \ I \ \ \\ ." . ~ ~ ', \ . . \ "' ~ \ I I \ \ \ I \ ---\ \ I ,\\ • \ --1 \ \ ' I \ \ I -~--'- 160 I .. ... ::,··.·;, .-- / I ' \. \) ~. \ ·, \ • \ '. \. ' ' ' \ CALL BEFORE YOU DIG 1-800-424-5555 Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: COGGER SHORT PLAT 12212 192ND ST RENTON, WA Developer: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: T[C Joh#• IJesigned: Dro Wn' Checked 341-CSC WNT RP LMT Authorized Use: This drawing is issued for use in the tilled project only. II shall not be used for on y other purpose without the express authorization and/or adaptation by T[C Permit Agency: KING COUNTY EXPIRES 6/10/07 Issued for: PRELIMINARY 8/2/05 Rev. Date CO. COMM. 3/31/06 REV. BLA 6/12/06 tu CONF. SET 02/22/07 Cl) 0 w. ______ _ ~l=======I ~ PREllMINARY z PLAT 0 0 Sheet No: P-2 FOR FIELD LOCATION OF UNDERGROUND UTILITIES Sheet of __ \., ___j I 16 ~ -------- I I ~· , .. ' I I I 18 --,'--,-- : , .. GRADING AND DRAINAGE PLAN SCALE: 1 "=40' N E8 "' 0 ~-~ V \ I \ • I \1 ) ' • I I \ '\ GRAPHIC SCALE 20 "' 60 ... I ' J ( IN FEET ) I inch = 40 ft. \ \ \ \ \ \ ', \ \ \ ' \ \ \\ \ I \ \ ' \ \ \ \ \ \ \ .\ ·'' \ . \ ' \ ' ' ' \ \ '' \\ \ \ \ \ \ \ \ \ \. \ \ \ \ \ \ ' ' ·,1 \ ' , I \ \ \ I \ \ \ \ \ ' \ • \ •·, ,:'c ' ,.-. -~. j •• \ \ . \ ' \·,', \ . I , \ \ \ \ \ I \ ' \ ' \ \ ., . . ' . _. ·-\ \\ ~--_--:..,··-. 160 F I 460 · ' . <X) N 0 .... ,...., + 0 II o+oo <O "" ~ ~ ..,. ' ' co 0, 0 r--"' "' e "' 00 ..., ~ ~ ~ ..,. ... 1+00 122ND PL. S.E. PROFILE SCALE: HOR. 1"=40' / VER. 1"=10' CALL BEFORE YOU DIG 1-800-424-5555 Iii CJ) 0 w ~ --------'-~ I-++ ' i +-I-Ht " • ' """' -,,\! -J i ' . . Taylor Engineering Consultants ' 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fox 425-391-1551 Project: COGGER SHORT PLAT 12212 192ND err RENTON.WA Developer: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: .. TIT Joh#, Desfgneci: !Jra vm; Checl<2d 341-CSC WNT RP LMT Authorized Use: This drawing is issued for use in the titled project only II shall no/ be used for any other purpose without /he express oulhoriza/ion and/or odap/a/ian by TEC. Permit Agency: KING COUNTY EXPIRES 6/10/07 Issued for: PRELIMINARY 8/2/05 Rev. Date CO. COMM. 3/29/06 COMF. SET 02/22/07 rt""l========l Ou.. Sheet Title: LL CONCEPTUAL z GRADING AND 0 DRAINAGE PLAN 0 AND PROFILE Sheet No: C-1 FOR FIELD LOCATION OF UNDERGROUND UTILITIES Sheet of NON 1-cF:CU LATED WET/,.,ND 998 SO F'F,'E'r 16 I ( I I I I \ ' \ \ 1'-0; ,: .· v-}.· . ; .. l i 1,';· ' L C . 4 --,--~------~~-:r' .. EXIST F,H. .··s.E. W AND 88 MAIN EXTENSIONS SCALE: 1 "=40' I I N EB ·, -~··--· ---·- "" 0 20 Ku-~ ! \ \ 1 \D. "A " · f\.. _,,--\ I ·1 I I I I I I , I I I GRAPHIC SCALE .., 80 ~ I ( IN FEET ) 1 inch = 40 It. \ \ \ \ \ l . \ \ \ \ , .•. \ \ ' !' \ \ \ \ \ . \ \ ,. \ \, ' \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ I '\ . \ \ \ . ~ ,/ \ I I ( I \ \ • \ \ \ ' \ \ ' \ \ '\ \ I \ V 160 I ' ' I I I ( \ \ \ • \ \ . \ . \ \ \ \ I • \ \I. -,~ \. ' ~-\\ '~ \. \ ~\ \ \ \ \ • I I \ \ \ \ \ • ' \ \ \ \ / ~---- \ \ I \ 460 · i \ Oil N ..,. r--... ,g oci. . . . . . . . . . . . . . 2i ::t: II II. G'.i. . . ~ ....J. (/'/ w 5 ii:. CL I . 1-2.0 ... 1 ..... . II n .U 2.37% 8" ,DI W II ~- II LJ : I . Ii I . . • . 440 DATUM, ELEV 436.00 . ' · 1. I . I . 141 LF 8" I PVC SS @ j0,012ft/ft i co ~ 00 m . "' "' '° ~ ~ ~ ~ 0+00 1+00 122ND PL. S.E. PROFILE SCALE: 'HOR. 1"=40' / VER. 1"=5' . . r I ! \ ' 0 lo 0 '° ~ ..,. '° ,xi ..,. ..,. i I ! ! I ' j CALL BEFORE YOU DIG 1-800-424-5555 [jj 00 0 w Taylor Engineering Consultants 205 Front St. S. P.O. Box 1787 Issaquah, WA 98027 tel. 425-391-1415 fax 425-391-1551 Project: COGGER SHORT PLAT 12212 192ND ST FilENfON, WA Developer: Ravenna Development, LLC 6839 Ravenna Avenue NE Seattle, WA 98115 Job Data: T[C Joh#.· Designed Drawn: {hecked 341-CSC WNT RP LMT Authorized Use: This drawing is issued for use in the titled project only It shall not be used for any other purpose without the express authorization and/or adaptation by TEC. Permit Agency: KING COUNTY EXPIRES 6/10/07 Issued for: PRELIMINARY 8/2/05 Rev. Date CO. COMM. 3/29/06 CONF. SET 02/22/07 ~a: !=======l 0 Sheet Title: PRELIMINARY LL WATER AND ~ SANrr ARY SEWER () MAIN EXTENSIONS AND PROFILE Sheet No: C-2 FOR FIELD LOCATION OF UNDERGROUND UTILITIES Sheet of l .. · .. ·-::: :·.·:: ... .. . . .. .. . . .. . : : : ... • _-: : : :: •. ! o"; : I •. I ' ~: : ·. : · . ..::· .. . . KING COUNTY BOUNDARY LINE ADJUSTMENT FOR RAVENNA DEVELOPMENT LLC LOCATED IN THE S.E. 1/4, OF THE S. W. 1/4, OF SECTION 33~ TOWNS"tHIP 23 NORTH, RANGE 5 EAST, .KING COUNTY, WASHINGTON ._.-:·--:=· ]).:E1 C1L'4.RA ·T 1= 0 N _.-_: ~NOW ALL MEN BY TI--JESE PRESE.~TS THAT WE THE . ' -.. • .. ·. ·.: .. ·. · .. --~·· · '"0NDERSIG~£D OWNE[:(.(S) OF THi;;.'-lAND H!;REIN Q&::SCRIBED · · OW LEGAL DESCRIPTIONS: DO HEREBY MAKE A"l:30UNDARY.-UNE ADJDSTME=KJl ·:. _ .. ,· .. ·--·······.··=:.. LOT X: THEl~EOF PURSUANT TO RCW :58.17.040".-AND-·-=DECLARE . _ ·.:. · · . _,·.· ,.::.-TAX LOT #619900-0240 THIS AtidUSTMENF TO BE TH£ GRAP~HG' REPRESENTATION···· ·:': .-.---.·:~:-· .. -:.==_. LOT B, KING COUNTY BOUNDARY UNE ADJUSTMENT NO. L06L0020, o~ THE SAM~ •. :AND THAT .. SAID ADJUSTMEt,rf IS MADE·.'·· _.·_.· .'.· /.· _.:-'''':s: .... -... -.i:_~3~gEg 0 :~r~ :~i/N~~g~JY RECORDING NUMBER 20060711900004, WITH THE Ff~EE CONSEN{ AND IN. ACCORDANCE WIJ:fr' ...... _.:: .. _:-_:·:=.' :.-: ..... ,. ._,·-·' erJN;,\. POR-,-/ON OF OF TRACTS 11 A D 12 NORTHWC"ST""RN ,., oo N THE DESIRES OF THE c:iWN. _ER(S).·:IN WITNESS WHE;REOF WE .. · · · ._._:_.· .~.. , -.· c., ...,._.,., i, • ', N , 11 c r: vA" E . · · .-:··-':: :-:: TRA_f;;'fS D1V{$f0N '/iO .. 5, ACCORDING TO ff/E PLAT THEREOF. RECORDED HAVE SET OUR HANDS AND"·SE/\LS. ·: : .. :, .... ·:·:· .·.· .. -:·_::·· ···· .. :-~··=l.~.)lOLU~(-47 oF·~.f:ATS, PAGE 90, IN KING COUNTY, WASHINGTON. W.M.7 .. @~£M ?Ti.>qe~~~-):4)_ fsb~tt:_ ,sf~~--:~ WA"H_l:N:;T:·O·N l:::·· ._-.-.· . .-/:_.,./:_.:_·_:_·.: ·:.···_-:_:'·:L.OT. ;_.-~··=::, _.-_=:'·:·· CHARLES W. SPAETH7oR ~ W. SPAETff'·:£ ... :· .:· ' _..... ,1. SOOS CREEi< REAL ESTATE LLC; 0 :== ~-': ·-.·, · -· COUNTY or: KING • : · SS. ./· r.ii:'"~of-·"J6:1~900-0260 A WASHINGTON LJMITED LJABILITY . ~x~· ~------. : _-_-.·.· ._-.·. ··::.:·.: ._J:OT 1 OF SOORT PLAT NUMBER 278113, RECORDED AUGUST 28, 1976 UNDER COMPANY REBECCA E. BROWN ON THIS 'DAY PERSONA~:(y APPEARED BE;f'ORE ME :.' AUDJTOR'S·.f'ILE NUMBER 7808281028, 1:1£/NG A PORTION OF TRACT 13, BY RAVENNA DEVELOPMENT LLC, ·.• • · • •: . ." NORTHWE_i;rERN GARDEN TRACTS DIVISION NO. 5, ACCORDING TO TH£ PLAT CHARLES W. SPAITH, MANAGING MEMBER c-~~-/e~._---W. Spge;fh ,_.:_::·· _ _._-:·· :~~~°ST~£.C0~~~£?.)N-v'OWME=4.·~, •. f:. PLATS, PAGE 90, fN K:-7~/CC!IJb/10.-· VOL./PAGE EXCEPTIONS OF RECORD: (PER CHICAGO TfTLE INSURANCE COMPANY ORDER NO. 1175464, DATED AUGUST 31, 2006 AND SUPPLEMENTAL COMMITMENT OF 0/?0ER NO. 1175464, DATED SEPffMBER 1 J, 2006) RIGHT TO ENTER SAID PREMISES TO MAK[ REPAIRS, AND THE RIGHT TO cur BRUSH AND TREES WHICH MIGHT CONSTITUTE A MENACE OR DANGEFt TO UrtLIIY LINES LOCATED ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT UNDER /'?ECORD/NG NUMBER J;l 78820. AFFECTS; A NORTHEASTERLY PORTION. OF PARCEL C EASEMENT AND THE Tf:IRMS AND CONDITIONS THER£0F: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE= ELECTRICAL TRANSMISSION AND/OR DIS1RIBUf/ON LINES AREA AFFECTED: A PORTION OF PARCEL C AND OTHER PROPERTY RECORDED: MARCH 6, 1968 RECORDING NUMBER: 6313654 EASEMENT AND Tr/£ TERMS ANO CONDITIONS THEREOF: PURPOSE: ROADWAY AREA AFFECTED: THE EAST JO FEET OF PARCEL C RECORDED: MARCH 18, 1974 RECORDING NUMBER: 7403180427 EASEMENT AND THE TERMS AND CONDITIONS 7HEREOF: PURPOSC: ROAD AND UTILJTY PURPOSES AREA AFFECTED: T/1E EAST 30 FEEr OF Tri£ SOUTH JOO FEET OF PARCEL B RECORDED: AUGUST 9, 19 78 RECORDING NUMBER: 7808090599 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RESERVED BY: ROBERT E. LEVY AND GERTRUD 5. LEVY, HUSBAND AND PURPOSE: INGRESS AND EGRESS FOR ROAD AND UTILITY PURPOSES AREA AFFECTED: A POi?TION OF PARCEL B RECORDED: MAY 31, 1988 RECORDING NUMBER: 8805310993 WIFE CORPORATION: __Eg,veY!/1\g_ Deve lopw1e.11 t LJ.,.C STATE OF WASHINGTON rn ME KNowN··ro BE THE INDM~AL(s) oEscR.1~0 1N ANo.-.= ·· -_. · · ... . .. WHO EXECUTED THE WITHIN ANO: FOREGOING Jti!STRUMENT, . : ' TOGETHER: WITH AN EASEMENT FOR ROADWAY AND UtlLTIY PURf?,.QSES O.V.tk EASEMENT AND IHE TERMS AND CONDITIONS THEREOF: AND ACKNOWLEDGED THAT HE-:) SHE SIGNED'· 'JHE SAME ,/IS .TR£ EAS1 30 FEET OF LQT-2. ()F SAID SHO/tT PLAT NUMBER 27lH IJ;.-:.-GRANTEE: KING COUN1Y COUNTY OF KING 1: _ f. +'- ON THIS DAY PERSONALLY APPEARED BEFC.)RE MECDYr~~LS:Ol1 e Y) TO ME KNOWN TO BE THE of _ _____;Wana-~ ,·bq .Me11,,d:;,cc o Cg:;;vi:tw....~...1:k<L~LLC THE CORPORATl(}N DfSCRIBED IN THE F01<£GOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUME~ff TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATK3N'.f:OR THE USES AND PURPOSES THEREIN MEN'IIONED, ~~ ON OA'.fl:! •• STATED THAT HE / SHE WAS AUTHORIZED TO E}ff'.CUTE THE SAID:: •. INSTRUMENT ON BEHALF OF THE CORPORATION:·· . ·:-. ·• . . t:)i..., .•. GIVEN~LY HAND AND OFFlCIAL ~~~~s l<J _ .. ,~AY OF · =.-.: ·::. . ... . ..... . ·.·.": ...... -----~/J ~£:> ::=. . . _ ... :·:~a-,.. ... ,:;,.,.:.=·:=·a~ /-= . :· NOTARY f~UBUC IN AND H:iR THE STATE .-:·. · · OF WASHINGTON. MY CQ!i!M!SSION -:: _._-.· EXP'.~fs· 10:..;J.1:l:. Or_·· ----. · ·. . . . . ,• : .. : ... :-~· .. ·· -· . : \ .. . : . -~~,-~-=---··2..-~~.,...,fn..~~l.:. · · ·.. Notarv Public ·. · . , · ·: ·. : _qt ate of INashi ngton , : ' : ·. . . .. . . . . .. HIS / HER VOLUNTARY ACT ANS'. OJ;ED, FQf{-.THE USES,-.AND _._. .·•• , ,·' . • · . · -:· ·.: · • . PURPOSE: CONSTRUCT, RECONSTRUCT, OPERATE, MAINTAIN DRAINAGE FAC/UTIES, SIOPES, PURPOSES THERIN MENTIONED. · : · • : . AND . tbG[THER wm:t AN EASEMf.NT FOR ROtJ)WAY ANµ::vm11Y :P.!)R,POSES CUTS AND FILLS, SIDEWALKS, Uf/UTIES, TRAFFIC CONTROL DEVICES, HALLS, FENCES •· •. _-: ·. _._. OVl;f! THE EAST .~f.l FEET OF Tf-it::S9VTH :t()O FEET !;IF TRACT 17,,'· AREA AFFECTED: SOUTHERLY PORTION OF PARCEL A g~ENoFuN~D. AND omc1AL SFAL --TH~s 2~. •. ::=:-: ._-.. tJRi~f ~J~i~g~o~N v6T~J: ~r,,sb~~,f~rs:5·.~fo;g,1~~~ ·:7;N;'~;J~: .-· -.. ·. = .• ·. ·• ·. ·.:. ~~gg~gf/fd ~?):J~~~~R1ff~91 j-~~~00332 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. MY/COMMISSION EXPIRES 0 . ot3 . 0-=,- J-·-~1r;:i-~if Pllli!-ir-_,,,.__,,, · · -i Staie ol' Wash1ngion , -·· · · · · . : . 1 LAUR/i. A FEUX . ·. ·. :i~!Q_\l~~~~S!!!f)lS OC10BEH 23. 20 .. ·. : : .••. -:·:: ·.• . ·... ,·. . : CQ.V./;NANTS, CONDITIONS, RF)5TRiC'11(JM5, EASEMENTS, NOTf:S, DEDICATIONS AND LO-T. z: . ·.. · = · • . .,= sEf&ACKS, IF ANY, su Fe!Rm IN ok_·.·DELINEAIED oN THE PLAT oF NORIHWES1ERN ' •. · · · . . : : :; · · .. • " · · : : : GARDDy,. TRACTS DIVISIOtf '#5. : ?:tii/?0,ft~:,~gJ-;_~4 \z, · Nb~~~WE~f{~N GARD£f'!.'·i;ACTS DNIS1€JN ·-NQ:: .;= :·:·.'·. ·: ·: ·. ·. · ·.. . · -:·./ ACCORDING TO "!RE·"PI:.AT THEREOF Jf£CORDED IN·.VOLUME 4:r,-' OF PLATS, . ' · ·· ·• ·· ·· · COVEN.-').tJiTS, CONQlf.rONS, REST~TIONS, EASEMENTS, NOTES, DEDICATIONS PAGE 90, IN KING COUNTY, WASH_f!:J'GTON, DESGR}B£D AS ,FOLLOWS: AND SETBACKS, .ff ANY; srr .f.ORTH IN OR DELINEATED ON SHORT PLAT RECORDED BEGINNING AT THE SOUTHWEST c6iiNF.R .OF .;ID LOT; _:_:·· . .. .... · .. THENCE NORTHfRL Y ALONG THE WESTER'l)': LINE JOO fiET; ." .' . THENCE EAS1'ERLY PARALLEL WITH THE soum LINE ot:':SAID LOT 1."JS..ff;U,• · • .•. T/-IENC£ . SOUTH PARALLEL WITH THE WEST LINE OF SAJQ" .LOT, JOO FffT; THENCE-I/ESTERLY ALONQ_IJ1£._..'$Q([[H UN£ QF.SA!D-LOT·~'[O IHE POINT OF BEGINN/NO. · : , •. _ .. : ..••. , .... _ , . . ~:-· (:) • •'::; : •. : I·~ UNDER RECOROING NUMBER-:· 7808281028. ~~F;ECTS: PA.f{@EL C _..: .'· , Is.. . ·'-' ·."COVENANTS;. CONDITIONS; RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AMO ._-. SETBAc~: IF ANY, SET FORTH IN OR DELINEATED ON THE SHORT PLAT RECORDED •. : UNDER.' !?ECORD/NG -l.fUMBrn ago2210370 AFFECTS: PARCEL· "i,. : ... -_._:-.... __ ~ ~~~' RESTRICTIONS ·(.:IMJT/NG THE USE OF PORTIONS OF Tl-IE PROPERTY LYJNG WITHIN . :CERTAIN Dl!:i'fANCES OF A WATER WELL AND/OR REGULATING THE LOCATION OF ,:-· A WATER }'(ELL , RECORDED UNDER RECORDING NUMBER 8510220769. ~ 589'34-'39" E STATE OF WASHINGTON, ·:.~ FND. MON. ~------L:--::::::: c_9_J..JN!Y ;/ ~m_:.~ ·_._i_:· SS. JO' : r---r-S.£. f 88J'JJ Sr. i :-h'.' \ ::·. AFFECTS: ·.PARCEL C .. -. : RtsrRfcTIONS LIMITING THE US£ OF PORTION$ OF THE PROPERTY LYING WJTHIN CERTAIN DISTANCES OF A WATER WELL AND/OR REGULATING THE .-.=ON THIS DA'(·:PERSONALL.'(1\PPEAREO Bl;f.GR!'" "M[· •,, ·•. ! : ~ sq: 1....0' ·· :· Reh .. ~~cg E.i~B.c ... .cW,n , ···:.. -,,.......:: c1.. ~ : ' (f) /--: I L • ----- .. : ;.' • . •"( ~: : (D - "' . · i::At,JRP. A, FEL\>'; ·· · .-ft MY COMM,\,s.s.tz,:~fJih~tf,Z~~~ N.T.S. CALCULATION EXHIBIT LOCATION OF A WATER WELL, RECORDED UNDER RECORDING NUMBER 8510220770 . AFFECTS: PARC£L A RESTRICTIONS LIMITING 7H£ USE OF PORTIONS or TH£ PROPERTY LYING WITHIN CERTAIN DISTANCES OF A WATER WELL AND/OR REGULATING Tl-IE ·:. ·. :TO, ME' .• KNOWN TO B.;'" THE,-JNDIVIDUAL(S) DES98!V£!) !N AND • • 14,l p:: 1 ' 1.1) C\J • • WHO EXECUTED Ttlf,'· WITH_IM AND FOREGOING-INSmtJMENT, ; : .·:: ·t'....:-_ '.-•. -=_ :, : %i ~ 1 ,Q'I' ?,. * SHOw~.J ON SHE.ET 2 ·_'. AND ACKNOWLEOOED TH~r HE/ SHE .SIGNED THE }iJ;1ME AS ,. "'I v.,.; ..,_, 1, 11 rr1• ·::._. . HIS / HER _y.oCUNTAR)'."·Acr AND D~~r:,: FOR THE usrn: ';\ND . . .-.-t.:i ~n ·.;:: : lD OJ / ··:, •. PURPOS!:So'THERIN MENTIONED .• ·.· -:,,_;_: :· .• ~:( -: : lf) 1242.31' \Pf.AT) ·-., ... _.. ·· ·· i;..µ..,, ~riS·&::,>-·_:":-: .... sa9·54·2a"E 1242.11· ---, ii~'Nof~~R-~y Jl~_~_:·_o !ND OFFi_~~--·: s_. 'FA' .\:r_~.'.s_zf c,~ 'Stl·'l) ~ I ~-~----'---·---··--------,------T------,-------' ~ ~--:-, LJ.J::, :.=N.W. CdR./ LOT 6 : : ; -\ . . : . . . -E~ ::iu = : i -••• • •• • •• • i ' i ' " • .-. ~ ('r) lQ I I • " • • • " • j , I I * \ APPROVAL LOCATION OF A WATER WELL, RECOl?DED UNDER RECORDING NUMBER 8602030672 AFFECTS: PARCEL B COVENANTS, COND1TJON$, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY. SET FORTf/ IN OR DEUNEATED ON THE BOUNDARY/LOT UN£ ADJUSTM[NT RE.CORDED UNDE.R RE.CORDING NUMBER 2006071 I 900004. AFFECTS: PARCEL A AGREEMENT AND THE TERMS AND CONDITIONS TH£R£0F: BETWEEN: JAMES A. CRAIG AND NEDRA M. CRAIG, HIS WIFE AND: KING COUN1Y WATER DISTRICT NO. 58 DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS 18~ DAY OF _A, 'Pg.!_!:"..._,20~.7' ~/W--0,E. ~PLS, :.-_.._ S/J:::· ._:'-,, ._. ... · ~ 1;; ~tf_:-~-----:=.:·:·--·-r=·····f···._:_. : : \ • •',;: :-.~,,:· ,~'>0 , •' ;;--< ;;';·J"I fr-f._. , · I .: I : (·' ; ,•'·',• : \\ ••• •1 ,• .II~~ •• I •" I • ••• • • ...... -· .,_,,,. .:· .,{_ ,-., ...... !'111"', •• "'I' .-J I .• -I I•". '·-·· c;::,D,,Q..J·-'I' , .. 1 •····-· , 1 • •• . . : =.. . ::,;.-.~ , , C(. o, , .-.-, : .__ : '"' : .. ~ , NOTARY PUBLIC IN '''D f"OI' •.•.,._.. I'-~-\; '.·O) I C) '· .,,._ I ....... I •' • ·~ ftECORDE.D: OCTOBER 29, 1974 RECORDING NUMB£R: 74-10290026 REGARDING: 19109 124TH SOUTHEAST AFFECTS: PARCEL C [m{g@[g a \VJ[g@ MAYO 2 2007 K.C. D.D.E.S. ttEs~,XriosuRVEYOR, PLAHING UNI"· l.AND USE SERVICES DIVISION ~'{ \ 1t(J) • _I. I 'r---_.,., ••• l t •"} , .. •• .. -1.~ THE srATE OF WASHINGfON. : : ((}',,,. : 1 1-: ~--I i..:_ ·• .. , h-t : •,S :::--·. ·.. MATTERS DISCLOSED BY SURVEY RECORDED UNDER MY COM.MISSION EXPIRES. .:'··· •',r:-:O)Q---··-:n-1 3 1 b: Q =:: 3 : -1 .t;'~ ·:. RECORD1NGNUMBER20050706900010,ASFOLLOWS: I" . .;.g -,'re:1.-• • • • •' ' ·-' ' ' .... , •( • u ' 1 '·-J • -.J • · 1 1 ' ;;--, • ) LOC T O ELA N P . __LU · ____ ',,!.L ___ ---·-· •• · · • ·• · ._·."·: 'r' ·J= ~ ~Q 1,;_0~ 11 1 • ·.,:·.·· , 1 ••• ·> , 1 ', •• _ ••• (p' 't.AJ) :, ~ ·.-.-.. 1. :4 ION F FENCES IN R TIO TO SOUTHEASTERLY ORTIONS OF PARCEl A, , , .._ , 1 -,._, ANO ANY ADVERSE RIGHTS STEMMJNG THEREFROM. . . . . ·. ·.. . :,·, "'-· .' ! . : "! : · ·.· : (f 12' , · 1 < · · 2.) WCAflON OF 8UIIOING IN REI.AT/ON TO SOUTHEASTERLY UN£ OF PARCEL A, j"'-~~°pub'f:'t.,.,,.'""""='"'""'1 <· ... :· f) i _-_:· 792.J_Q~· (PlA]j: ,:.'_. : 5ii g]' (C~Lff.{-: _-_:· AND ANY-AOVERSf-RIGHTS STEMMING THEREFROM. KING COUNTY DE._PARTMENT OF u. ESSMENT~ .... ,I\ a;(} EXAMINED AND APPROVEO THIS ;ff(b, DY OF~, 2c()l ~cc?1tou~~~ESSOR-iPUTY KING chssoR i State ot Wast1~,g!on t : ~{-::_::.::;:L_. !?!.:?~~----o~~-:===:~l--:,.--\j7§0 3).'~1S JJ 1 ~(!'· ... .-f(/Q;I;£ ON TITLE, ;~~ :1Hf:.,TERMS AND CONDITIONS THEREOF: MYCOMMtslio~~1:~r~~~~ FND. MON~-------l-:-=--.::.~S89-040-'5.·;;=-w--i32-i.Eis/-(MEAS.J.~--~-.:-----'7.=·: _::. ~~b?1 ~~H~~1J~:.~ B~-goW~f_J.E /~R,!,;'1,_~)TZ TRUST U/A 12130192 MAIN FILE CC PY _.. I'<') ;l-cYY)_30' friJA ·,-) .·.· "."ND .. · ·t"JQAJ. RECORD6J'J: S£PTfM8ER J, 2004 . : .•. : . .r,..v::.c V-L .r;, m 1' RECORDIWG' ".t,IJJ_Mt}iR: 200409Q5000465 · · · · · .•. (BASjS '-f)f. :BEARlNGS)·.: NOTl(3f. -~!VEN' OP: A PURCHft;SE ANQ'.SALE AGREE;iAENT DATED JANUARY 17, 2004 RECORDING NO. . . t:J:':FE.CTS: · A: .W_ESTERL Y POR1}.PN Of: PARCEL A : .' ..... · ·· •.. · · .... a----------------------,..----------.....---~,._. __ .,;.;...--::"!"---•·-~--· . . ... . . .. : . . APPROVAL. NOJ.ES: .-.-=.=. ~001'04 t9CtCJOO /1tj RECORDER,S CE'RTIFICATE .................... ,Ip ...... 41 .. Fl.LED FOR RECORD THIS ;i -~ r· AY F 20 ff",f T 1t~• l',i!'! . , ... : .. ! .... J o . . .. :, _ .e.~ .. cA -~~;.Mw J l"' ··"' ,,~•,H"''U!'. ~, ,q:, IN BOOKr.!t.!'~:.OF.>.:: ... AT ,=:>AGE.~u;.l!AT THE REQUEST OF .. , 9~;:}L. s!: ... l-:l.l.1,-.l,.\:; L. P.h?.,., SURVEYOR'S NAME MGR. 4 ,w,-.~ ' .......... ;?.;.~~~-~-...... .. SU PT. OF RECORDS LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN: ------------·-"2PL-_2007 -----------. _ ______ 1)~-1'~----·.bWL__ ____ .......... _ .. _______ _ P.LS. CERTIFICATE NO. 40016 EIPl!l£S 07 /'J1/'ml'J3 THIS REQUE~T QUA~IFIES FOR EXEMPTION ••. UNDER KCC 19A.28. lT ·:_QQES NOT GUARANTEE THAT THE LOTs··. ·.}IYILL BE SUITABLE FOR DCVELOPMENT NOW. bR·. ,1.N. THE FUTURE. THE LEGAL TRANSFER OF .. '. THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT, UNLESS ALL LOTS HEREIN ARE UNDER THE SAME OWNERSHIP. ----·-----------··--- . ;945 N. CEN"fRAL, sre:. #f04, KEN , V{i: 9&<)52 . : . · [.:,.MAIL: cnf@cr.t1metnw.com · · . ·.· SJJ852-4a8Cr-{local) or t..;(800 251-0189'.'(toll free) . ezs3)8~..,.f955 (fax PORTIOM." OF: .-.-. .-. • . -:-w S.E. 1-(.4. S.W. 1_.j;t, SEC. 3~;-.-T.23 NQRTH, R.5 ~ST, DRAWN ·aY.:-.. :DATE: .:· JOB NU~BER: . .. -.... T,E.C. 4/11/2_(?07 2005::055 CHECKED BY: SCALE: . ·. · .. SHE·ET: .. ~: 0.8.H. N/A .... 1 QF 2 PROJECT NAME: SPAETH ROS/TP //CREATED: Thu Mar 18 13:07: 16 2004 PRO/. PLOT.· Wed Apr 11 08: 13:28 20 PLOTTED: Wed .• Apr. : .. • R -" I • "• • • I •:• ! • .::.:·.:._._.::·~ J> G) m : .=. ·-::_··. .. . . ,· .. .. .. ·.·. :=· .. . . · ... KlfJG C1Q_!JNTYi WAS1HING11 0N ...... _:_....... . ... :· .. Bai1NnARY . c-·' ~\· LINE __ _._._..-:· ~ ADJUS1 T'MENT . . .NO.·/·. ·.LO.f$.LOO 9 3 .. ..·.·· .. ----.---------·· . : : •. - ... ~-........ _. .. · . -... .. "'·., · ... ...r ••• . : KING COUNTY BOUNDARY LINE ADJUSTMENT FOR RAVENNA DEVELOPMENT LLC LOCA1'ED IN THE S.E. 1/4, OF THE S.W. 1/4, OF SECTION 33, TOWNSIIIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON W.M., ···--= ...... ,:,, .. , .. ,, •..•......• -:' . . -~ .. ·. ·~ : . '. . ·. -.. ,. • .. • " • • " -., I I ". I•""• '• • -------··' •• ,.... .......... .,... __________ .....,...,.._ ...... _______ "":"'S...:.., ____ .;....,,.,._ ___________ """' _____________ ... U} \:<j 'iJ:s. '-'3 '-':> 1::-"' t,,j GRAPHIC SCALE 1" =60' . : ·. : · .. -.. - .. .. T.L. NO. 619900·'.-ar:/1: .. . . . . .. ·.' .. ·.· S89 '54 '28"E 335.37' (CALC 'DJ ~-"54 ~-"£ 335 .64 ' (Pf.AT) • • I I ::. : 1 ,:_: . . . . .. .. : :···. . -:·· • .. ·= .· TRACt. if, .••.. .-:·· .. .. .. :: ·.' .. • -.: .... : :--:>' ... _ .. •::. . . :: -:=--· ,·· . . ,• . .· :-= :.·: : : : _._. TRAcs-1:2 · .• ·: ,:".:= .• • .-: ::· . .... ·.· 589 '54 '28 ''E 278 .63 · (CALC VJ S89 '54 '28 "E 276 .75 ' (PLAT) • " "• I I ", 1: •, •. : : • -. -·. _ ... :.. ·_.:: .. _.-:.-.:-· . ·: .. :-'. • ':.,:.-.·. -··:kr IB .::;·.NOR~~ GARDEN TRl1Crs .• : : • •.. _·:' 0/VISJON NO. 5 . \ ';ci Cc, 'o::i s N ~8 . 2", ,.,. h ...,,. Ci) en o -=c.. >-"\ f? ,1\I C::, Q w ... z -'oi vo • -=u~ -...,..~ r-N .. ,, .,._.._ ,, -I 60 0 60 BASIS OF BEARINGS: BE.AR!NGS SHOWN HEREON ARE BASED ON THE CENTERUNE ,• .. ·:. . . : ::'_/ • : :: ._-. ·. : • . • : • : . • VOUJME 41, FA6e "/0 )? ti) -.......{ ~ -\JN co~ ._;,O Co ~~ I~ N ti) 1 n a,.,.. OF SOUTHEAST 192ND STREET BEING SOUTH 89'40'54n WEST AS SHOWN ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 5, RECORDED IN VOLUME 47 OF Pl.ATS, AT PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. -·. ", - --------._ ' ... '- .·-· .·.· .. ',, g ' ' .. . . ·-:·-· .. .. ·. • : : • I • • ..... : : • . · .. .. .. J9, ~ I 'U:l I :. U.i. I _.:. • ; : :'c; 1;: /7 1· .. • • ---, -:·:\11N ~-.:· • 12. I ~-.. •.7 . .-:···:·.t. -·. s; • ••• I • ; : : • I .·.·p I • •.. (.) RF.:FERENCE SURVEYS: NOTES: 1. MONUMENTS I AST VISITED 4-4-05 . 1.·.· ;,! . _,. .. . . . K.C.S.P. NO • .388021, REC. NO. 8902210370. ·1.-~ ,,·-•• ··.·.·.VOLUME 189, PAGE 99, REC. N0.-20050706900010. ·. ~ -,. Cll .;:· PfAl: QF NORTHWESTERN GARDEf,( TRA(.;TS, DIV. NO. 5. •• I Q Ol • ;. -:·· •• : , : t ~ -::,_.,_.,_.,.:·'' ..... , : .. K.G.fJ.L.A\_-~O-L06L0020, FJ_E.'(/. NO. 2?.9°ti~711900004 : :2 i" ·--;-rs.o.s., REC{:NO. 200507-d~900010, .voi .. 189, PG. 99 I .. ·'"'' {!i : --I •• •• I •• I • • -.. • -... .-•• \ ' !5_'. RESTRICTfD ARfj,· P.FR. ··' : .-• , y·-RECORDING NO. 851rJ2'20"769,: , .• ,. _ .·, • '. .. .. FOUND CONCRtfE MQNUMENI W/ TACK IN LfAI)-."ti-i CASE l . ·. · 0 ££ 18Brn ,~''../moof CllON r;, ·=·-• ·• : : J . · .. . : ·• ·. 3022'1 I I _Ii I I I ~ I C01 q, w ~( ~ifl(\J( o.'ll o., !,1} , \;I • I ~-; ~I /r~ co' JY '6 ;pi ,.,. '41 ,• .. ·.: . -. . I I I '.'-f ~I ~ i ' JO' X 30' J.U.D. EASEMENT _I 1,t· 1 NO. 8902210370 1 I 130.63' #.t~K-_-__ -_: --.(] .#: ' ,. I ' ' ' .. -------··, I I r HOUSE : ~L : 1i3 : J.8'± \ !fl ::t= 'r!J.-PLANffR I PER SHOKr PLAT REC. \ FOUND CONCRUE MONUMENT 1 -~ --I [ 6' EASEMENT , 1D5 .73' \ W/ TACK IN l£AD IN C<IS[ I ~ : : REC. NO. 19991123000332 f 579 '3i'i5 'W \ I I I I I I I 1 I. 110 J ·~ I I / I . -+-+ I I ! \ (s.w. SEC. COR.) k~ 1,--~-T~-----------------· / WOOD R£f-WALL£:):. c----;--,,--lsag·40'54"W1Jo.72·---.1 • .,. @ /, $9'405811 --ASPFiXLriocE°ir ,_ ----------------------~~-----$---_1 ___ -------~-.-/ 'AS'PHALr EDGE JJ~J~S-!..::_ __ . _ -· 1821.38' (CAL~VJ _ ·--~---'----~~_!92.NJJ_ S1. -· __ _ ~-v ---S89'40"54"W :132123" (/£AS.) 1322.30' (PLAT) 5 4 AS,:W~T_@~E ______________________________ _!BASIS OF ~~J ______________ A§PHALT EDGE _ ' ' FOUND CONCUErE MONUMENT W/ 1 1/2" 811/\SS DISK IN CASE (1/15Tli COR.) ·: · ... .. .. . ·. ·_. . . 30' .ROADl\:i\Y EASEM[tlf R{C. NO. 7403180427 . . . . ..... : . ·-.. l· .:· ,-c o] ... ·. .. . . .. . .. ... ··. ,.=J P AREAS::·: :: . : • : ~ --·• ..•.. · ·. · OW T.L. ·:l;9900-021Di .± 163,902 s{:· • • 1 NEW H)T X: ±151,!JJ5 sr ::· : : i JO' ow·:~L 619900"~~260: ± 140,123 SF • • 1 N£W LOT Y: .:l: i37,491 SF . : · • : • I_ " -• • NB8'56'.46"W jzO.O~.=:···.·.,:, ,• ._..-:· Zi~)aii~9i~~fh~~/j 9'674 SF .. ··::/::. . . . . - .. _ . . : . l I I I I I I I J()' . C, c:, i:ti Rl , •• : • I 'O' •• f ~-f .. ,.···f·"··.\g I ,. "' "' .. ·. ·. · .. .. .. : i -I -'--~~-J ,.. __ -.· : JO'-·-· . .-... I •• I : : I I I' . C • .·., --· ,...:;.J----' .. .. .. . : .... -LEGEND: .. _-.:"- . . .. . . • .... -. - . ·.: ._ :-::·· FIRE HYDRANT WATER VALVE WATER METER UTILITY POLE BOLLARD . -·.: .. . . -------::. f.:. 4 25' -~~ ,· · 15 ··w 32 .___..----· · ·-r .. : -.. ·: : '; :."· . ·PURVE._IDAIL NO. .. :. _: ·. ·. · .. ~:..:-----.. : : .... : .. . ._ : ---.·: a: ----------: : t.>: ----------.. -•• ....Ji . ·. . · .. -... 0 23,.. . . Q i --•• @C.}: -... ...... --s: r ~: ' I ' ' I ' JJl ---------·------------~ ---4 FOUND CONCRETE MONUMENT i W/ 1 f/i' BRASS DISK IN G4S£ (S. 1/4 COR.) .. ... -. " • : • I I • '----------------.""·.-·-~--'--'-----.. _ . . ·.• . . . · .... .. .. -. INSTRUMENT USED; GEODJMEFER 600 AND/OR fRIM8L/: 560JDR2VO METHOD: TRA\lfRSE EXCEEDING REQUJREMENfs OF WAC. 332-~ 1 J0-090. PREV. PLOT: Wed Apr 11 08:09:26 200'J Pl.O'ITED: Wed., Apr. 11. 2007, 8: 13:22 :r: l-a:: 0 z (.) w V) .. a:; w ro ~ :::) z en 0 -, LO (0 0 I LO 0 0 (',J f'-.. 0 N LL. 0 N .:: w w I (/) 0 0 N •• CD .""-w....1 II w -c-z ~ .::_ <3(/J ~ . Cl 'Sf- >--m 0 z t,j 3: 1-· -<( 0:: 0 .. >-en 0 ::c w . ~m l> . wO I () . C;\ TOMS .JOf!S 2005 055BLA2.pro . ·. : ·. · ... -·::--