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Home My WebLink AboutLUA 09-018_Large FormatI ! i ® KING COUNTY DEPARTMENT of ASSESSMENTS I/!)! IJIJll If J.Dl IIC "" l·lO-ll ::': fj!;O'JNft __ i 11-11-lbC. !OllJlf ""' • j~ -/-At - 8203290550 '' QQ180739 / ~ / 1.6! IIC ,~, /.JI i: = ~ ,i-l -)1 l jUI ll.ll ·1 I. 'I The information included on this map lrns bmm compi!od by King County staff from a variety of sourcos and is subject to ch;;inge without notic;o. King County makes no representations or warranties, express or implied, as to accura,:;y, compleceness. timeliness, or rights to use of such inforrrwtion. King County shall not be lial.Jle for uny general. sµeciul, indirect, inr;idental, or consequential domages inc!uding, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sales of tfus map or information on this map is pr·Jhibited except by written pern1'1ssion at Kiny Countv. ---~-· ----------------------------- CONTROL MAJOR CONTROL MINOR HIGH r OF WAY PLAT SHOf!f PLAr PARCEL ORIGli\lAL PARCEL EASEMl:N r . __ __, SURVEY/LEGAL HYDRO CITY BOUNDARY Purcel clound.iry Pl.itrnd M.ijor Buundarv ~--~---- N + -------~-------- ---·---------- NE 32-23-05 KC.124 ll !OD ~00 ~.-.....-s::: ;;;;=;:=;i Scale 1:1200 ('." = 100') REf August 03, 2005 L05S0056 " oc K.C. D.D.E.S ., NOR "" W3f 00''2 ·.:msJ:::: 1,:u oo:n ,·or-OO/ = Jil.: El. i) Ill.I~ liJ.l! m11 NORTH /,!.'Jl -------.ll!..!t-.. KCSP 478197 ,_or 1 --Jltl -------- ---·--------------------- d~ \ __J ® KING COUNTY . ----------------·------·-------- Th11 lnform11tlon tnc!udcid on thl, map hus been complied by King County staff from a variety of »ourcas and is subject to change without notice. Klng County mekas no ra3pre.santations or warranties:, expraas or lrr1plied, ao to accuracy, comp!etenees. t1melinos$, or right~ to u!Ja of such information. King County 5hatl not be liable for any general, special, indiruct, DEPARTMENT of ASSESSMENTS lncidantel, or consequentlal damuge-s lnoltJding, but not limited to, lost r1Jvanu08 or lo¥. profit5Jesuiting from tha use or mi::,uae of the information contained on this map.·,Any sale!! of this map 01 information on this m.'.lp Is ptoh!b!ted J:11XC6Pt by written pormia:!iion of King County. ., "I " . ~ ~I a I ,9, I VOL 97~-J~ S.E, 176TH ST. """'l'l'.il' "_T ___ ..;:;.';:.:;:;,;; mr.~.,;,..---------ao " 0 0 . CONTROL MAJOR CONTROL MINOR RIGHT OF WAY PlAT SHORT PLAT PARCEL ORIGINAL. PARCEL EASEMENT 13677 : 0071 g .a~ .;:f, ----------------2;i" _ _. _______________ _ •' !;i92 • 71 ---------------__ ?~-~j'.§!_!J_ ____________ n ___ • • 7114 tie¥- '" s-.,~- ,. '-~ 7. 7 94072605123.6::l .\C ""' 17 619660 ,;; " • w• ' ~I t1 I ' I I ' 704:18f t----rro~'F'---r-.:.°"'~c..J.s'!ll'~'~'f------,.;iw.!.'..--· 0 ~.! !1.-"-:rt 1~JJB~ I~ !f..""" KCSP47!100%: 7032150874 .. t --~---Oi2!__{R LOT~;o--i "' LOl'fl{J·' 1---"J"'""''.IU'..!'a'·:_.,s:;:s"~':.J _____ ..:.c.s.2 .. __ j.:.i',,~":.'.'~'J. ------2<0. QJ 'Ol ·,-., J\ rn11>5f ~ I 0<2l \ \ \ \ I \ \ \ I I \ I \ I I \ I I ,J" \ ~,§> \ \ \ I \ \ \ I \ \ I I I I I ~~,RtHWEff;: N GARDE~;TRACTS [ IV./ NrO. 1' .. ~ ,424n, I ·301. I-' ), CiYJ) $ 2.03 AC ::;',,,., L.,. •• ,.,::~. ;i r----~,,ro-"---r-----re.re,~. "' r---,11;-nr----------~-:!;'.~j \ !p \ \ I :112-e • ! 00 :,; 5 ' ., 1: ,. ~244H } oco /T, \J.) '" ,t ~t, 14 ; 1· ·~ tt~"l ieo 4 ~ 1 207031 ~ -?, 1!17.'IOi 01M , .~ r~r:f,{f!"J Q.~;1 ".\Q o,l,00 TR. ,c<»,'! ¥11¥ . ; i _,(l .9~ 'ill "'10 KCLLA S89M0i58 .... 13 ~;:,u. 7l 12 I \ I I I I I I \ I \ I \ I r } f I I 32>1502' alS 7.~5 AC - \ SURVEY/LEGAL HYDRO CITY BOUNDARY Perce! Bountlll!Y Plattr:id Ml!)or Boundary 9~00f 7QCO~ -10 2u-2a- '*f 332305 ·~> I I I \ \ I \ \ I I \ I I I \ 474,.'IO I I \ I \ 3i3<:0I \ I I \ \ I LOT B LOT \ \ 2 .0 AC '"" \ \ I \ A \ I \ \ \ ' 8 ~391Sf ~ -2E-2J- • + i .94 AC - NW 33-23-05 KC 127 Scale 1:1200 (1" ~ 100') t,. 9-:'.5 -,. December 03, 2004 l.77 AC ,, . 3.'155.'I, VI •' - '"' -·, /_c., v,;~.~::1 .. /,!,./_:>; /"4 ' ' 5,a,1•151'\-\Si \ \ I I \ \ I I \ \ ~u_;:,~t.1:111:1 .. -" ~i' \ \ I I \ I I I I \ \ \ I \ I \ I \ \ 0 ' \ I I \ ·' 332306 KC 7810171029 LOB I.C ;c -:~'1 ee-- - KC~J7;;1Q04 ,.,\i':, u,r,f ''· .P ,,,~870044 l.QT\ 7!1 00 ' ' 37033,f - --·----;;r----io'i""-""~'i.·~·il,-------..;'~';'~·':'~----...:~ !50 lu 5 _. JOO \ \ l. lO AC ""' ;: " ~,s .4Er "°' ,;if, ' 101041 00,0 "0 3.'Jiil.lP I J ~ 619780 l{CS~,p77121 {\"' tor, ,f' LOff AF78112J'1 ta "~'/ 1.6& I NO. 6 \ \ \ I I I \ < ' \ f\Lt COP~ ,oo \ . C 37 Al: "" ..:..w I ·w I -~ -Jl li .. r:;"' r:.fi/' 0. J.'I AC -' ' " IJJT1 ~. I I 6 ---~--:____1___!_ --------- ,----- ·----------------------r-· KING COUNTY DEPARTMENT of ASSESSMENTS Ji.DI i 1l/l I 'llJ)j If ~•: \ll·1H1[-.. ,1.1~- ------------- ,1l.Ji 8203290550 ,rno sr ,OOJ !~ ,/-I,~ - !'c!'------+-~ ~ I I 09180739 __ .!!..!...l!.----- ,10 ,/- / ~' / 1 01-H-Jl [ !UI l __ -I .,;__, \I I I ~i ,, ., '" \ !!-11-j I~ ----------------------- fha inforrn~tion included on this map has been compi!ed by King County staff from H varietv of sources and is subject to change without notice. King County makes no representations O( warranties, express or implied, as to uccumcy, cornpletene~s. timeiiness, or rights to use uf such information. Kinu County sh:.ill nae be liable for any general. special. indirect, incidenti.ll. or consequential dami.lges including, but not limited to, lost rovenlrt1S or lost profits resulting from the uso or misuse of the inforrnacian con tamed on this map. Any sales of this map or information on this map is proh1biLc1d excapt by written permission of King County. " ,, cou !!-\5 ., • ,,- L. .~ .~ 322305 KCSf.' 1174040 LG f J 17 77 ::,11ll!l32 /\ I( -------------- CONTROL MAJOR CONTROL MIN011 RIGH r OF WAY PLAT ~ ~B-Jl-!i I '" 17 Q1)0 11·) ,, ·d,., 0'8CI u 10,,._J!·H • :_,~. C I HJ~/ \J OjQO SHOAi" r'LAT PARCEL OHIGINAL PARCl:L EASEMl:NT '> HQl SJ - . -.-" -~ 0120 -.,'>" ~I U . --------------- II 1111 Sf 010 ~ <0) SURVEY/LEGAL HYDRO CITY BOUNDARY Pllrccl Eloundary Platted M.ijor BtJUridory '·· • "i~ ! ;:,: C> ::: )1;1/ UM) i, ~l H-ll""'m ------------------------- I ,, --,------ \ ,~,<!' ",-f,~ .,~f: '>\t l(.,/.\' ~ i,-j0-J1 t mm.· K.C !U/ H~OC40 llO i~ \~ 7 ;,, ;:.·oit} 0 tm& ~ l:~ :J~1iti 5·•,,~:;~t~, --1'~¥:-~= I\( ,a' ~1l I sr om I WBIJ = fll. I l./l 1,C ,a, O.J-01,C ""' '" 011 AC "" NE 32-23-05 KC124 Scale 1:1200 (1" = 100') August03,20t05 V 00 91 "' "' lj! le ""' •'1 IL KCLlA S91L0057 qrnm1ni12 1.1i ~c 9JOJ '><,--~~;rt..~-- -·· ::::.-: • Krnl~ CoiuJof8 ----------- ,-1 ~on i 101ooao3 27 l)IC!I °"' 100 3Ul ;I - !H 111-IHI( II Jt = '" Ill " '" " 'r-i,~:.i~,-rn-.-A--".'~,;-,., ·-1rr:iif/:""- I NOR .,, " 161\CI 0001 m.11 NORTH i!Ul !--.. ------~'--· KCSP478197 ----..!~!.:- " I j I '. i" \ I \. I ® KING COUNTY ·' ~·. DEPARTMENT of ASSESSMENTS 7114Rl:V• "' 7 9407260'5123.!13 AC """ ~r c\l :,:.~ 0 0,21 - ·. ~ " I,~ ,37 AC 16 17\!0 1.10 AC ""' -: The Information Included on th!o map hoa ~en compllod by King County 111te.ff from a v&.rleity of ~ourcoe end in subject to chango without nottca. King County ma~o.11 no ropre.al!lntatJ~n, ot warranti1;1s, oxpr&a/J or Implied, a$ to GCcuracy, complet~ne&s, tlmellno.JS, or r!Qhts to 1,1so of ;:,uch lnformtition. )(Jng County ahall not bo !lttbJo fer o.ny ganeral, Jpttclal, lndlroot, lncldontal, or con1,o,quontl1JI damagN lnolud!ng, bu1 not Umitad to, !oat r,wnu~e or lollt profitiuesul1!ng trom the U!J0 or m!1ua11 of the information contained on thla map. ',Any ea.lea of thlB mep Of inform!ttlon on th!! map I! prohlbl-tod i,xcept by wrltHin permls:,lon of K.lng County. CONTROL MAJOR CONTROL. MINOrt RIGHTQFWAY PLAT SHORT PLAT PARCSL ORIOINAL PARCEL EASEMSNT 819069;' .•'.'(fl !;'j <',;,"' ~-----··-···1 •i l SURVEY/LEGAL HYDRO CITY BOUNOARI' Paroel B01Jnda,y Pl~ Mi}Of Boundary I I I I I I I I I I NO. 6 LOT \ \ I I I A s. aa-oo !I: 1a.t a.o1 ' 0 s aa-o:.-:.3 I I I I I I I • \ \ I I I I I + ---------------------\ I ------------- NW 33-23-05 KC 127 Scale 1:1200 (1" • 100') ' " ,, ~31]1' - I.DB AC z - - December 03, 2004 • 332305 KC 78101710:tlil • - ' \ ' '1 t, ' ' I ' ' I ' ' I ' ' I\ ' t I • ' i· \ 100 ,--- fllE COP~ l ... 7ii2 . l'~ " ,,. LOT,4."it?"' '~~.._ ·~ " - \-~....11.111.;2<·0•~ LLA fhSaOM0116 '?" I I I \ I I I \ \ I \ I \ I I I I I I I I I I ~-~ \ I I I \ ,332305 ·?. ii£'f\ \ I KC"70lQ04 .:~~.;..., wnr . --,, :~ s "4.ii AC j ..; ""' ' ' --------Jo' R1lAlf i':sMT." ___ ---_ J ' \ ' ' \ ' ' - - ~ -r -------·-·· ,o,·---------- 1 "t I ">l"">;> I I.QT 1 \ \ i I I , I I I I : I I • I I I I I ii--------------=------------------------------------···-,-------------------------,'t-""----------------------------------, I VOL./PAGE SHORT PLAT NO. ____ _ KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF MANAGER, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS __ DAY OF DEVELOPMENT ENGINEER , 20 __ __ ,20 __ DEPARTMENT OF ASSESSMENTS RECORDING NO. EXAMINED AND APPROVED THIS __ DAY OF -----• 20 __ GRAPHIC SCALE 1" =30' SCALE: ASSESSOR 1 inch = 30 FT. ~~~~!l~Jl,ml~ 30 0 30 DEPUTY ASSESSOR PORTION OF: ACCOUNT NUMBER 6 1 9 6 6 Q -Q 1 8 Q N.W. 1 / 4, N.W. 1 / 4, SEC. 33, T. 23 NORTH, R. 5 EAST, W.M. OWNERS Of INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION Of THE SHORT SUBDIVISION ~-----------------------,----""-----------------------'-''-----------------------------------ll MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THERC:ON IN THE , ORIGINAL REASONABLE GRADING or SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE or THE PUBLIC ALL THE EASE~lENTS AND TRACTS SHOWN ON nus SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS or THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY DEVELOPER/OWNER INFORMATION: JAGDEV GILL 13306 SE 240TH S~ KENT, WA 98042 253-859-4476 SHORT PLAT LOCATED IN THE N. W. 1 /4, OF' THE N. W. 1 /4, OP' SECTION 33, TOPINSHIP 23 NORTJ-1, RANGE 5 EAST, YI.M., KING COUNTY, WASHINGTON ,,. PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE Of ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. ZONING, SERVICE & UTIUTY INFORMATION: FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS Of DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUIIDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE liOADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES Of SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME STATE OF WASHINGTON, COUNTY OF ___________ _ ~SS. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ----------------- SIGNATURE OF NOTARY PUBLIC __________ _ PRINTED NAME OF NOTARY PUBLIC ___________ _ MY APPOINTMENT EXPIRES _______ _ STATE OF WASHINGTON, COUNTY OF ______________ _ ~SS. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION A.ND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED---------------- SIGNATURE OF NOTARY PUBLIC ------------ PRINTED NAME OF NOTARY PUBLIC ------------ MY APPOINTMENT EXPIRES ------- RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF .. 9W.~.~ .. .l?, .. H!~.~~--J:>.~~-- suRVEYOR'S NAME MGR. SUPT. OF RECORDS NUMBER OF LOTS: 5 PARENT PARCEL ZONED: R-6 I-405 NOT TO SCALE EXCEPTIONS OF RECORD: S.E. 176TH ST. _ ~ _,------.._/:Jc-" Sf:_ --'''l?o~· S.E. j80TH ST. SE. 192ND ST. S.E. 208TH ST. SE. 212TH ST. VICINITY MAP SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN ' CONFORMANCE WITH THE REQUIREMENTS OF THE : APPROPRIATE STATE AND LOCAL STATUTES . IN Nov. 2005 . I P.L.S. ~S::TE N:=~16== r c:.., ':,:· ~, I ) fto.J)"& . ~' (PER STUART TITLE GUARANTY COMPANY SUBDIVISION GUARANTEE NO. 205112186.) EASEMENT GRANTING RIGHT TO ENTER SAID PREMISES TO OPERATE, MAINTAIN AND REPAIR AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM LOCATED IN THE STREET ADJOINING SAID PREMISES~ TOGETHER WITH THE RIGHT TO CUT BRUSH AND TREES, WHICH MAY CONSTITUTE A DANGER TO SAID LINES, GRANTED TO PUGET SOUND POWER & LIGHT COMPANY, CONTAINED IN INSTRUMENT: RECORDED: SEPTEMBER 30, 1947 RECORDING NUMBER(S): 3728997 EASEMENT FOR SEWAGE DISPOSAL SYSTEM (DRAIN FIELD), CHURCH, CONTAINED IN INSTRUMENT: RECORDED: OCTOBER 24, 1979 RECORDING NUMBER(S): 7910249905 GRANTED 7PTl>C /. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, DEDl(2t-,"FIONS, AGREEMENTS AND NOTES, AS CONTAINED IN NORTHWESTERN GARDEN TRACTS DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 45_.0P'PLATS, PAGE(S) 47, RECORDS OF KING COUNTY, WASHINGTON. RECORDED: [ffi' [~ @[g u w ~ /0) . · NOV -· 3 2005 ..... _,~ K.C. D.D .. E.S. L05S0056 w ' (.'.) <( CL '"'--. _J 0 > Crarner Northwest Inc. Surveyors ,, / /~lanners & Engineers INSTRUMENT USED: GEODIMCTER 600 AND/OR NIKON DTM-A 1 OLG , METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. 945 N. C~NTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com a?!RES 07 /22/2D06 ,, INDEXING DATA: N.W. 1/4, N.W. 1/4, SEC. 33, T. 23 NORTH, ~5 EAST, W.M. DRAWN BY: DATE: JOB NO.: ~~ . , M.I.K./J.A.C. Wed., Nov. 2, 2005 2004-260 C" i;-C-H-E·C--K-ED_B,_Y_: ---';-S_C_A_L-E:-----+-S-H-E-ET-:----i-', ~} 0.8.H. PROJ[CT NAME 0 • JAGD£V SHORT PLAT//CREAT£D: Tue Mar 22 09:54:13 2005/, PR£V. PLOT: Wed Nov 02 07:47:16 2005//PLOTT[D: Wed., Nov. 2, 2005, 7:51:39 i. RECORDING NO. VOL/PAGE SHORT PLAT NO. ___ _ JAGDEV GILL SHORT PLAT KING COUNTY, WASHINGTON LOCATED IN THE N. if. 1 / 4, OF THE N. W. 1 / 4, OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUf./TY, WAS'Ii!NGTON BASIS OF BEARINGS: BEARINGS SHOWN /-/£REON ARE BASED ON THE DOCUMENTED CENTERUNE OF 116TH AVENUE S.E. BEING NORTH 00'28' 1 o• EAST AS SHOWN ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION 1, RECORDED IN VOLUME 45 AT PAGE 47, RECORDS OF KING COUNTY, WASHINGTON. SITE BENCHMARK: FOUND CONCRCTE MONUMENT IN CASE W/ NAIL AT THE INTERSECTION OF SE 176TH ST & 116TH AVE SE RIM EL.=479.60 CTR. CHANNEL I.E.=473.76 RIM EL.=481.47 CTR. CHANNEL I.E.=475.57 RIM EL.=482.60 £. /NV. EL.=480.81 (12" CONG~ S. /NV. EL.=480.86 (12" CONG.) 1um FOUND CONCRETE MONUMENT IN CASE W/ "X" AT INTERSECTION OF 5.£. 180TH ST & 116TH AVE S.E. RIM EL.=485.06 , CTR. CHANNEL l.£.=479.71 "'®- 21 ~ 83 _::~ ! fV.M., SCALE: 1 inch = 30 FT. GRAPHIC SCALE 1" =30' LEGAL DESCRIPTION: NOTES: PORTION OF: (PER STUART TITLE GUNlANTY COMPANY SUBDIVISION GUARANTEE NO. 21]5112186) 1. MONUMENTS LAST VISITED 04-11-05 ' N.W. 1 / 4, N.W. 1 / 4, SEC. 33, T. 23 NORTH, R. 5 EAST, W.M. -1>- -.I TRACT C: Cl.l JOINT US£ DRIVEWAY 400± SQ. FT. LOT 9, BLOCK I, NORTHWESTERN GARDEN TRACTS DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 45 OF PLATS, PAGE(S) 47, (,£CORDS OF KING COUNTY, WASHINGTON. 2. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED UNES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE BE DETERMINED. FOUND CONCRETE MONUMENT JN CASE W/ NAIL AT THE INTERSECTION OF 118TH AVE. ~ S.E. & PETROV/SKY ROAD ~ I ! LOT 2 6850± SQ. FT. "" ~ ~ ~ ~ Ji' S.E. 176TH ST. SBB '49'50"E 663.87' (CALC'O.) 663.74' (PLAT) LOI 8 I I \ I ;<:: I -I ~-I I ,-, "-I "-.., I !;) Cl) I c:, (TJ CALC'D. INTERSECTION OF S.E. &l 118TH AVENUE S.E. ~ -----....,18~8~.~~·-----r-----~------~~.----------/ 50.00' \ LOT ia fT. 42333± ACRE) (o.97 ±\ - -..... .,_, OJ ()) t'-.. ,...: 0:, ,-::, ;>:: .,_, a ~ LOT J ~ 5196± SQ. FT. 8 (/J \ TRACT D: ~ JOINT USE DR/'IEWAY 400± SQ. FT. \~00 20.00' NBB '51 'il"W 300.16' TRACT B: DRIJNAGE & RECREATION 6230± SQ. FT. N88 '51'1 l"r( 188 .30 ' . ,---r:;.2~0}: 8429' /qiffzj~, ··_.: .· ...... : ··.:..;.J ; : ~ :.cf:!,.-"I' : HOUSE ' Ei1YES 7 5 • (TYPICAL) •NOTE: GRAVEL DRIVES TO BE REMOVED LOI 10 FOUND CONCRETE MONUMENT IN CASE WITH TACK IN LEAD AT THE INTERSECTION OF S.E. 180TH ST. & 118TH AVE S.E. I I I I I I I I VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 LEGEND: @ FOUND MONUMENT AS DESCRIBED ~ UTILITY POLE ---3 GUY ANCHOR m.l POWER METER rn CABLE BOX L!l GAS METER DI! MAIL BOX -e-SIGN EB WATER VALVE dJ. FIRE HYDRANT !El WATER METER ~ BOLLARD ® SANITARY SEWER MANHOLE LEGEND: ~ DECIDUOUS TREE * CONIFEROUS TREE T1 16" ALDER T2 14" FIR TJ 20" COTTONWOOD T4 15" COTTONWOOD T5 12" COTTONWOOD T6 12" & 14" COTTONWOODS Tl 16" COTTONWOOD TB 16' COTTONWOOD T9 20" OAK T10 16' JUNIPER T11 16' & 12" JUNIPERS T12 24" CEDAR T1J 22" FIR T14 12" JUNIPER T15 1 r & 1 o' JUNIPERS T16 2 15" JUNIPERS T1 7 15" MAPLE T18 8" DECIDUOUS TREE T19 12" ALDER T20 15" COTTONWOOD T21 12" ALDER T22 12" ALDER w 0 . <( o_ "-... _j 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A 1 OLG BENCHMARK: RENTON #2110, 1 /8" BRASS PIN IN CONCRETE MONUMENT IN CASE AT INTERSECTION OF S.E. 176TH STREET ANO 116TH AVE S.E. ':t~ Cramer Northwest Inc. .. L -~ Surveyors Planners & Engineers ~ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. \cfi ~ i INDEXING DATA: N.W. 1/4, N.W. 1/4, SEC. JJ, ELEVATION: 448.16 U.S.FEET CONTOUR INTERVAL: 2.00 U.S. FEET. 945 N. CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) 1-(800)251-0189 (roll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com 98032 \' Y:n: :1 \ i DRAWN BY: I M.I.K./J.A.C. Wed., Nov. 2, 2005 DATE: ~--------or,---------~--------','! SCALE: EXl'llltS 0/ /'J1/7!Y.J6 0.8.H. I CHECKED BY: PROJECT NAME: JAGOE.'! SHORT PLAT //CREATED: Tue Mar 22 09:54:13 2005 //PRE'I. PLOT: Tue Oct 11 18:16:20 200;{/PLOTTED: Wed .• Nov. 2, 2005, 16:47:42 I ' I I • I I • I I • I APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE SHORT PLAT NO. -------DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES KING COUNTY, WASHINGTON EXAMINED AND APPROVED THIS ____ DAY OF ______________ , 20 ___ _ EXAMINED AND APPROVED THIS ___ DAY OF -----------• 20 ___ _ 1" =30' GRAPHIC SCALE SCALE: MANAGER, LAND USE SERVICES DIVISION ASSESSOR 1 inch = 30 FT. ~PP!Hflli!ii4 11 I ___ -_•_•__,·~ 30 0 30 DEDICATION EXAMINED AND APPROVED THIS ____ DAY OF ------------• 20 ___ _ DEPUTY ASSESSOR PORTION OF: DEVELOPMENT ENGINEER ACCOUNT NUMBER §_J_~_§_~9-=2_1_~.Q_ N.W. 1 / 4, N.W. 1 / 4, SEC. 33, T. 23 NORTH, R. 5 EAST, W.M. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREElY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE Gf~APHIC REPRESENTATION OF THE SHORT SUBDIVISION r.---------------------------· ..... '-""--~-----------------------'--------------------------------------m MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER · DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PAf,KS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY oTHrn THAN THE PU13LIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PEflSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY DEVELOPER/OWNER INF'ORMATION: JAGO[\/ GILL 13306 S[ 240TH ST. KENT, WA 98042 253-859-4476 JAGDEV GILL SHORT PLAT LOCATED IN THE N. W. 1 /4, OF THE N. W. 1/4, OF' ,SECTION 33, TOJ/fNSHIP 23 NORTH, RANCE KING COUNTY, WASI!INGTON 5 E'AST , W.M., PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLA!fAS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTA!JLISHMENT, CONSTRUCTION, OR MAlfl- TENANCE OF ROADS AND/OR DRAlrlAGE SYSTEMS WITHII~ THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KIMG COUMTY. ZONING, SERVICE & UTILITY INFOR}lATION: FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO IIAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, Of/ SURFACE Oil SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSH<UED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIA[JILITY FOR DAMAGES, INCLUDING THE COST OF DEFHlSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CL.AIMS AND AGREEMENT TO HOLD HAm,lLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NA~ff STATE OF WASHINGTON, COUNTY OF ______________ _ ) ~SS. NAME I CERTIFY Oi~ HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ______________________ _ SIGNATURE OF NOTARY PUBLIC _______________ _ PRINTED NAME OF NOTARY PUBLIC ---------------- MY APPOINTMENT EXPIRES ________ _ STATE OF WASHINGTON, ) )SS. COUNTY OF --------------) I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT NUMB£/? OF LOfS: 5 PARENT PARCEL ZONED: F<-6 I-405 SE. 1BOTH ST. NOT TO SCALE SE. 192ND sr. ./ K12 :::M::~A:::~:~:G G~::;: C:M;:N:A::;~;;;s G:AR:::::T:.o~A~:;;l:2 ~::) d-~/~ REPAIR AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM LOCATED IN THE STREET ADJOINING SAID PREMISES, TOGET/-IER WIT/-/ Tl-IE RIGHT TO CUT BRUS/-/ AND ~, .. ~ / / TREES, WHICH MAY CONSTITUTE A DANGER TO SAID LINES, GRANTED TO PUGET SOUND , -t./ / POWER & LIGHT COMPANY, CONTAINED IN INSTRUMENT: ~ RECOl?DEO: SEPTEMBER 30, 1947 -/ // • ,/"' EXCEPTIONS OF RECORD: SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENIIONED IN THE INSTRUMENT. 1-------~e----+---~---~--t-·-~- RECORDING NUMBER(S): 3728997 ( ;;;::::--, EASEMENT FOR SEWAGE DISPOSAL SYSTEM (DRAIN FIELD), GRANTED TO TRINITY BAPTIST /',) ;{~0 ~ $fp :,' . "~.'Q" DATED ______________________ _ SIGNATURE OF NOTARY PUEJLIC --------··------- PRINTED NAME OF NOTARY PUBLIC ----------------- MY APPOINTMENT EXPIRES ________ _ \ SE. 20BTH ST. SE. 212T/-/ SL ~ VICINITY MAP ------------·- RECORDER'~-~~RTIFl~ATE l SURVEYOR'S CERTIFICATE THiS SHORT PLAT MAP CORRECTLY REflRESENTS A SURVEY FILED FOF~ RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... lvl , rAADE BY ME OR UNDER fAY DIRECT SUPERVISION IN IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF SURVEYOR'S NAME MGR. SUPT. OF RECORDS CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN --a------Nov. 2005L,--·-----------. -------_\H"'= _ j;_:_ --~ .. llt. --- I P.L.S. CERTIFICATE NO. 40016 CHURCH, CONTAINED IN INSTRUMENT: /d~ ~ / -__ -,.; ,D [<£CORDED: OCTOBER 24, 1979 n h As RECORDING NUMBER(S): 7910249905 \J/~ u O t~ 6'. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, DEDICATIONS, AGREEMENTS AND _ -,,.p NOFES, AS CONTAINED IN NORTHWESTERN GARDEN TRACTS DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 45 OF PLATS, PAGE(S) 47, RECORDS OF I KING COUNTY, WAS/-IINGTON. HECORDED: JM&-l q <\-'o I N //;~~bJ. Cram.er Northwest Inc. JL\11 l "s:~vey~rs Planners & Engineers -·· 945 N. CENTRAL, STE. //104, KENT, WA 98032 USED: GEDO/METER 600 AND/OR NIKON DTM-A 1 OLG METHOD: TNAVE.RSE EXCEEDING REQUIREMENIS OF W.A.C. 332-130-090. INDEXING DATA: N.W. 1/4, N.W. 1/4, SEC. 33, T. 23 NORTH, R. 5 EAST, 0----~ (253)852-4880 (local) ~ ·· 1-(800)251-0189 (toll free) ~ } (253)852-4955 (fax) i ~E-MAIL: cni@cramernw.com .l ' EXPIRES 07/11/2006 DRAWN BY: M.I.K./J.A.C. CHECKED BY: 0.8.H. DATE: JOB NO.: Wed., Nov. 2, 2005 2004-260 SCALE: SHEET: 1 inch = 30 FT. 1 OF 2 . PROJECT NAM[: Ji,,?,i'v SHORT PLAT //CREATED: Tue Mar 22 09:54:13 2005//Pf,EV. PLOT: Wed Nov 02 07:47: 16 2005//PLOTTED: Wed., Nov. 2, 2005, 7:51:39 \ \Joe\c\TModel\Projecls\2004\2004-260S-·09-07-05.pro SHORT PLAT NO. __ _ JAGDE'V GILL SHORT PLAT KING COUNTY, \tVASHINGTON LOCATED IN THE N. fV. 1 / 4, OF THE N. Pl. 1/4, E'AST, BASIS OF BEA.RINGS: BEARINGS S/-/OWN /-/ERIN ARE BASED ON Tl-IE DOCUMENTED CENTERLINE OF 116T/-I AVENUE S.E:. BEING NORT/-1 00·2a·1 o" EAST AS SHOWN ON Tl-IE PLAT OF NORT/-IWESTERN GARDEN mACTS U/1//S/ON 1, RECORDED IN VOLUME 45 AT PAGE 47, RECORDS Or KING COUNTY, WAS/-1/NCTON. LEGilL DESCRIPTION: BLOC/( 1, LOT 9 OF NOF?T/-IWESTERN GARDEN, AS PER COMMUNITY PROPERTY AGREEMENT, REGO/WED UNOEF? /?EC. #941 /090755 FOUND CONCRCTE MONUMENT IN CASE W/ NAIL Al Tf-lE INTERS[CT/ON OF -~ SE 176TH ST & 116Tf/ AVE SE ''@),--- J-/ELD AS BENCr/MARK \ NAVO 'BB POINT /121 IO ._ l:cL £LE.VAT/ON: 448. 16 U.SH.U -~1 RIM EL.=479.60 CTR. CHANNEL I.E.=47I?°6~ ~ RIM EL.=481.47 CTR. CHANNEL I.E.-=475.5~ @ <, Q ~-~ c:, c' ~ 21 Cf) SITE DENCHNARK: '.:3 SET 60D NAIL IN UTILITY PO ~~ ELEVATION· 483.08 U.S. FEET ~ I -<(~ 'I I 1''o 1 RIM [L.=482.60 E. IN\/. EL.=180.8/(12" CONG~ S. /NV. EL.=480.86 (12" CONG.) 1um I rOUND CONCRETE MONUMENT ---~ ~I i IN CASE W/ "X" -~--' AT INTEr'?SECT/ON OF S.E. i,,. 180TH ST & 116T// AVE S.E. RIM EL.=485.06 ---cm. CHANNEL I.E.=479.71 1-. ~ ·» l.!J <.:O ~ u: 1-. .._J -a: if Ci) -<( c:, c:, " "l" ...., OF SECT!Olv 33, T01Jl1NSHIP 23 l+!ORTfl; RANGE 5 J(JNC COUJVTY, P!ASHINGTON W.}J., NOTES: 1. MONUMENTS LAST \//SITED 04 · 11-05 2. T/-/IS SURVEY WAS PERF"ORMEO WITHOUT THE BENfflT OF A CUF?NENT TITLE REPORT ANO THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, CONDITIONS, OR RESTRICTIONS, IF ANY. J. Tl-IE BOUNDARIES SHOWN ON THIS SURVEY f?EPRESENT DEED LINES ONLY, ACTUAL OWNERSHIP MAY OT/-IERWISE BE DETERMINED. S.E. 176TJ-I ST. 588 "49 '50 "E 663.87' (CALC 'O.) 663.74' (PLAT) \ c:, ·(),;; c:, .\~ ~ --1 CJ) ;a: a :--, LOT 2 5440± SQ. FT. TRACT B: JOINT USE DRIVEWAY 40CH SQ. FT. co £\J . \ Ci I· '! \ ' (JJ co •) I \ N88 "51 '17"/v ' '· '- '- LOT 3 4328± SQ. FT. Tf?ACT C: JOINT USE DRIVEWAY 4001: so. n. "" "' \ * \ ~ _ SEJB '51 "17"£ f" co co ., \ 10.00' 10.00' ,...c:, \2000' 2,-CQC) . -a f\Jo ~~ 30.00' VERTICAL DATUM: NORT/-1 AMERICAN VERTICAL DATUM 1988 BENCHAfARK: NAVO '88 POINT /12110, 1/B" BRASS PIN IN CONCRETE MONUMENT IN CASE AT INTERSECTION OF S.E. 176TH STREET AND J 16T/-I A\/E S.E. ELEVATION: 448. J 6 U.S.FEET SITE BENCHMARK: SET 600 NAIL IN UTILITY POLE NEAR S. W. CORNER OF PAr'?ENT PARCEL ELEVATION: 483.08 U.S. FEET CONTOUR INTERVAL: 2.00 U.S. FEET. (CONTOURS BASED ON ACTUAL FIELD SURVEY.) !iAREA OF WETLAMJ ON Pi/OPEFITY: 192± SG. FT. # ( ~ -· ,11---- ---- TRACT D t: SENSITIVE AREA 9369± SQ. FT. * ::,; I ~ * fl0US£ 23.2'± - ~ ~ GRAVEL ~ DRIVE* Cramer Northwest Inc. Surveyors Planners & Engineers ~~. V ---9-45_N __ -C-EN_T_R_A_L_, _S_T_E_. _#_1_0_4_, _f<_E_N_T_, -W-A--9-8-03_2_ (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1" =30' 1 inch = 30 FT. ~~-30 0 30 PORTION OF: N.W. 1/4, N.W. 1/4, SEC. 33, T. 23 NORTH, R. 5 EAST, W.M. FOUND CONCRETE MONUMENT IN CASE W/ \ l NAIL AT THE INTERSECTION OF 118TH AVE. -) S.E. & PETROV/SKY ROAD ;,<; I CALC'D INTERSECTION OF S.E. 118TH AVENUE S.E. FOUND CONCRETE MONUMENT IN CASE WITH TACK IN LEAD AT THE INTERSECTION OF S.E. 1 BOTH ST. & 118TH AVE S.E. (11 ~ ! : P1 r-, l "-,.., fr) • • co c:, fr) 1iS ' I I I I I I I LEGEND: @ FOUND MONUMENT AS DESCRIBED :et UTILITY POLE -3 GUY ANCHOR Ulil POWER METER i:r"d CABLE BOX ID GAS MITER [ID MAIL BOX -e-SIGN 0 BOLLARD G) WATER VALVE .. FIRE HYDRANT IZl WATER METER [!J]JJ CATCH BASIN ® SANITARY SEWER MANHOLE LEGEND: ~ DECIDUOUS TREE * CONIFEROUS TREE T1 16" ALDER T2 14" FIR TJ 20" COTTONWOOD T 4 15" COTTONWOOD T5 12" COTTONWOOD T6 12" & 14" COTTONWOODS Tl 16" COTTONWOOD TB 16" COTTONWOOD T9 20" OAK T10 16" JUNIPER T11 16" & 12" JUNIPERS T12 24" CEDAR T13 22" FIR T14 12" JUNIPER T/5 11" & 16" JUNIPERS T1 6 2 15" JUNIPERS T1 7 15" MAPLE T18 8" DECIDUOUS TREE T1 9 1 2" ALDER T20 15" COTTONWOOD T21 12" AWER T22 I 211 ALDER w ~ <( [L "-~ 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A 1 OLG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. EXPIRES 07/22/2008 INDEXING DATA: N.W. 1/4. N.W. 1/4, SEC. 33, T. 23 NORTH, R. 5 EAST. W.M. DRAWN BY: · M.I.K./J.A.C. CHECKED BY: 0.8.H. DATE: Thu., Sep. 7, 2006 SCALE: 1 inch = 30 FT. JOB NO.: 2004-260 SHEET: 2 OF 2 PROJECT NAMF.·· JAGOEI/ SHORT 0 PLAT JiCREAffO: Tue Mor 22 09:54:13 2005 //PREV. PLOT: Thu Aug J l 15:43:22 200f//PLOTTED: Thu., Sep. 7, 2006, 16:05: 10 --, I ' SHORT PLAT NO.~~~- KING COUNTY, WASHINGTON DEDICATION APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF MANAGER, I.AND USE SERVICES DIVISION EXAMINED AND APPROVED THIS __ DAY OF DEVELOPMENT ENGINEER ___ , 20 __ DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF -----· 20 __ SCALE: GRAPHIC SCALE 1" =30' ASSESSOR 1 inch = 30 FT. ~4 ,r-~ BIWl'I ~ ----:::,.,,,,...,. - 30 0 30 DEPUTY ASSESSOR PORTION OF: ACCOUNT NUMBER __ -N:W. 1/4, N.W. 1/4 SEC. 33, T. 23 NORTH, R. 5 EAST, W.M. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION r.,... -----------------------··----------------------------------------------------------;i MADE HEREBY, AND 00 HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, · EASEMENTS, OR TRACTS TO rHE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS ANO ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER ·AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME STATE OF WASHINGTON, COUNTY OF ------- ~ss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STAfE OF WASHINGTON, COUNTY OF ------- DATED---------· SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC ----- MY APPOINTMENT EXPIRES ---- ~ss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED---------- SIGNATURE OF NOTARY PUBLIC ------ PRINTED NAME OF NOTARY PUBLIC ---- MY APPOINTMENT EXPIRES ___ _ RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF ... QY:l.f;!':I ... ~: .. HH-,~~~ . .f:'.~~ .. SURVEYOR'S NAME ................................. MGR. SUPT. OF RECORDS DEVELOPER/OWNER INFORMATION: JAGDf.\/ GILL 13306 SE 240TH S~ KENT, WA 98042 25.3-859-4476 JAGDEV GILL SHORT PLAT LOCATED IN THE N. W. 1 /4, OF THE N. W. 1 /4, OF' SE'CTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON ZONING, SERVICE & UTILI.TY INFORMATION: NUMBER OF LOTS: 4 PARENT PARCEL ZONED: XXX SEWER SERVICE PROVIDER: XXX WATER SERVICE PROVIDER: XXX I I-405 SE. 180TH ST. SE. 212TH ST. y NOT TO SCALE SE. 192ND ST. SE. 208TH ST. VICINITY MAP SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN --------MCJY~ 2005 -----------. ------------------------------------- P.L.S. CERTIFICATE NO. ------40016 --------- ~T Cramer Northwest Inc. ~ Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) ~-1-(800)251-0189 (toll free) ~ (253)852-4955 (fax) E-MAIL: cni@cramernw.com EXPIRES <17 /rl/2006 _.,/ MAY 1 6 2006 w (.'.) <t: 0.. """' _J 0 > INSTRUMENT USED: GEODIMITER 600 AND/OR NIKON DTM-A 1 OLG METHOD: TRAVERS£ EXCEEDING REQUIREMENTS OF W.A.C. JJ2-130-090. INDEXING DATA: N.W. 1/ 4, N. W. 1/ 4, SEC. JJ, T. 23 NORTH, R. 5 £AST, DRAWN BY: DATE: JOB NO.: M.I.K. Fri., May. 27, 2005 2004-260 CHECKED BY: SCALE: SHEET: 0.8.H. 1 inch = 30 FT. 1 OF 2 PROJECT NAME: J,1GOE.V SHORT PLAT/ CREATED: Tue Mar 22 09:54:13 2005 PRE'/. PLOT: Fri Mo:, .?.7 09:20:2J 2005 PLOITF.D: Fri •• May. 27. 2005, 9:27:09 W.M. i • I RECORDING NO. VOL/PAGE SHORT PLAT NO. ___ _ JAGDEV GI.LL SHORT PLAT LOCATED IN THE l(. W. 1 / 4, OF THE N. W. 1 / 4, OF SECTION 33, TOWNSHI.P 23 NORTH, RANCE 5 EAST, KING COllNTY, WASHINGTON KING COUNTY, WASHINGTON GRAPHIC SCALE -~ .; 1'' =30' BASIS OF BEARINGS: BEARINGS Sf/OWN HERIN ARE 8AS£D ON THE DOCUMENTED CENTERLINE OF 116TH AVENUE S.E. BEING NORTH 00"28'1 ()" £AST AS SHOWN ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION 1, RECORDED IN VOLUME 45 AT PAGE 47, RECORDS OF KING COUN7Y, WASHINGTON. LEGAL DESCRIPTION: BLOCK 1, LOT 9 OF NORTHWESTERN GARDEN, AS PER COMMUNl7Y PROPER7Y AGREEMENT, RECORDED UNDER REC. #9411090755 SITE BENCHMARK: FOUND CONCRETE MONUMENT IN CASE W/ NAIL AT THE INTERSECnON OF SE 176TH ST & 116TH AVE' SE RIM EL=479.60 cm. CHANNEL I.E.=473.76 ~ . g,,-....l, ~~\ RIM EL.=481.47 cm. CHANNEL I.E.=475.57 ~ RIM EL.=-482.60 £. /NV. EL.=480.81 s. /NV. £1-=480.86 FOUND CONCRETE: MONUMENT IN CASE W/ •;(' AT INTERSECnON OF S.£. 180TH ST & 116TH AV£ S.£. RIM EL,..485.06 ~'o I ....; • ~ i ~. ,,, ~r ~ ~ ,:····- ffi I \ ~ .... I ·~~ ~i ~. ~ l21 &-; ~ ! l;Q .... --~ 0 :,; ~ j 81 UJ . lB ci: ci " .... .... i I ~/1\ . I I I . I ..... ·~ I I',, I C\j I .,... I I I I I I I I I I I I i1 .... l "'I: .3 • NOTES: 1. MONUMENTS LAST VISITED 04-11-05 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, CONDITIONS, OR RESTRICTIONS, IF ANY. .3. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE BE DETERMINED. S.E'. 176Tfl ST. S88 "49'507: 66:J.87' (CALCVJ 663.74' (PLAT) TRACT 8: JOINT USE U?IVEWAY 1092± SG. FT. =·--·- !W~1'54M': JO LOT 1 '"~ \' 'r'·--1--..s:?1 W.M., SCALE: 1 inch = 30 FT. PORTION OF: W&Mi& 0 F 30 ·--s r<.W. 1 / 4, N.W. 1 / 4, SEC. 33, T. 23 NORTH, R. 5 EAST, W.M. HOUSE E411ES 1 5 • (TY?tCAi..) LOT 5 7646± SQ. FT. ~ ' . . I ~\ 2320' r.=-:---: ---' I FOUND CONCiltTE MONUMENT IN CASE W/ \ I NAIL AT THE iNTERSECTION OF 118TH AVE. }f S.f. & PETROV/SKY ROAD ~ I CALC'D INTERSECTION OF S.E. 118TH AVENUE S.E. cri • I : [') "' I "' .... ~~ § ~···. \ -,-------- ./ * . ~ LEGEND: @ FOUND MONUMENT AS DESCRIBED e UnLl7Y POLE --3 GUY ANCHOR ml POWER 0M£TER m · CABLE BOX [I] GAS METER [[)] MAIL BOX -e-SIGN EB WATER VALVE j. FIRE HYDRANT 1:81 WATER METER 0 BOLLARD ® SANITARY SEWER MANHOLE LEGEND: DECIDUOUS TREE CONIFEROUS TREE T7 16" ALDER T2 14• FIR T.3 20• COTTONWOOD T4 75• COTTONWOOD TS 12" COTTONWOOD T6 12" & 14• COTTONWOODS T7 16• COTTONWOOD LOT 2 5677± SQ. FT. LOT J 5750± SQ. FT. TB 16" COTTONWOOD T9 20· OAK T10 16" JUNIPER. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 BENCHMARK: NAVO '88 POINT #2110, 1/8" BRASS PIN IN CONCRETE MONUMENT IN CASE AT INTERSECTION OF S.£. 176TH STREU AND 116TH AV£ S.E. £L£VATION: 448. 16 U.S.FEU CONTOUR INTERVAL: 2.00 U.S. FEET. \ 50.00' NBB "51 '17"W 300.16' , , I / I / I 10' I GRAVEL DRIVE• •NOTE: GRAVEL DRIVES T< BE REMOVED -Cramer Northwest Inc. Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cromernw.com FOUND CONCRETE MONUMENT IN CASE WITH TACK IN LEAD AT THE INTERSECnON OF S.E. 180TH ST. & 118TH AVE S.E. . I I I I I I I T11 16" & 1 :t' JUNIPERS T7 2 24• CEDAR T1.3 22· FIR T1 4 12" JUNIPER T15 11• & 16" JUN/Pf.RS T16 2 15" JUNIPERS T1 7 1 S' MAPL£ T1 B 8" DECIDUOUS TR££ T19 12" ALDER T20 15• COTTONWOOD T21 12• ALDER T22 12" ALDER w (.'.) <( 0... '-... __J 0 > INSTRUMENT USED: GE:ODIMUER 600 AND/OR NIKON DTM-A 1 OLG METHOD: TRAV£RSE E:XC££D1NG REQUIREMENTS OF W.A.C. JJ2-1J0-090. INDEXING DATA: N.W. 1/4, N.W. 1/4, SEC. JJ, T. 2J NORTH, R. 5 £AST, W.M. DRAWN BY: M.l.k. CHECKED BY: 0.8.H. DATE: JOB NO.: Fri., Moy. 27, 2005 2004-260 SCALE: SHEET: 1 inch = JO FT. 2 OF 2 PROJECT NAME:",,AGDE.V SHORT PLAT CREATED: Tue Mor 22 09:54:13 2005 PRE.\/. PLOT: Thu May 26 10:02:21 2005llPWTTED: Fri.; May. 27, 2005, 9:20:20 Joe c, TM,:;..iei\P,",,,ro""",je"'"ct..,s _2_00-4 .. \2_0_04---26-0-.p-'lro SHORT PLAT NO.~~~- KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF' INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE , THIS SHORT PLAT TO ElE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT. PLAT FOR AU. PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICAU.Y IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTrlY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL ClAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY !lE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAl~lAG~ SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN Cl.AIMS RESULTING FROM IMADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS Of' DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE Of' THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHAU. NOT BE CONSTRUED AS RELEASING l(ING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF' DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF' KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMU:ss IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES Of' SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME STATE OF WASHINGTON, COUNTY· OF------ ~ss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF --·---- DATED---------- SIGNATURE OF NOTARY PUBLIC ------- PRINTED NAME OF NOTARY PUBLIC ------- MY APPOINTMENT EXPIRES ---- ~ss. L CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED---------- SIGNATURE OF NOTARY PUBLIC ------- PRINTED NAME OF NOTARY PUBLIC------- MY APPOINTMENT EXPIRES ---- RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF OWEN B. HILLE PLS ......................... ,\. ........ . SURVEYOR'S NAME ........... ~ .................... . MGR. SUPT. OF RECORDS APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF MANAGER, LAND USE SERVlCES DIVISION EXAMINED AND APPROVED THIS _ DAY OF -----· 20 __ _____ , 20 __ DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF SCALE: GRAPHIC. SCALE ASSESSOR 1 inch = 30 FT. 0 DEPUTY ASSESSOR PORTION OF: DEVELOPMENT ENGINEER ACCOUNT NUMBER ________ __, / / T W N.W. 1 4, N.W. 1 4 · SEC. 33, T. 23 NORTH, R. 5 EAS , .M. DEVELOPER/OWNER INFORMATION: JAGDE:V GILL 13306 SE 240TH S~ KENT, WA 98042 253-859-4476 JAiGDEV GILL SHORT .PLAT LOCATED IN THE N.W. 1/4, OF THE N.W. 1/4, 0}1 SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAS.T, W.M., KING COUNTY, WASHINGTON ZONING, SERVICE & UTIUTY INFORMATION: NUMBER OF LOTS: 4 PARENT PARCEL ZONED: XXX SEWER SERVICE PROVIDER: XXX WATER SERVICE PROVIDER: XXX I-405 SE. 180TH ST. SE. 212TH ST. SE. 176TH ST. MJT TO SCALE SE. 192ND ST. SE. 208TH ST. VICINITY MAP ~ir&. lJ.J -~ en ~ .... ~I rm~©@aw~~ AUG a 9 2005 ~ K.C. D.D.E.S. ,40SPl11Z9 7 30 1" =30' li\ 4 w C) cf. " _J 0 .> SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES ~~~r Crarr1er Northwest Inc. .J:L~ Surveyors Planners & Engineers INSTRUMENT USED: G£0DIM£T£R 600 AND/OR NIKON DTM-A10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. JJ2-1J0-090. IN Mqy~ 2005 --------, P.L.S. CERTIFICATE NO. -------40016 -------- 945 M. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1 -(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com EXPIR!:S 01 /?1/200f, INDEXING DATA: N.W. DRAWN BY: M.I.K. CHECKED BY: 0.8.H. PROJECT NAME:':1AGDEV SHORT PLAT CREATED: Tue Mar 22 09:54:13 2005 PREV. PLOT: Fri May 27 09:20:23 2005l)PLOITED: Fri,; May. 27. 2005, 9:27:09 1/4, N.W. 1/4, SEC. 3J, T. 23 NORTH, R. 5 EAST, W.M. DATE: JOB NO.: Fri., Moy. 27, 2005 2004-260 SCALE: SHEET: 1 inch = JO FT. 1 OF 2 ~----,,_, ____ "~--------------------------··-----------------------------------------------·---------------··-------------------------------------····--------------~----------, RIM EL.-481.47 CTR. CIIAI/NEL I.E.~475.57 •" TYPE 1 CB IE=478.9 CONNECT TO EXISTING 12' CONC, REMOVE /::! " i 19•/12· F"/C @.5% ........ ~ l- . . ~ . . . . . . . . . ~,~ r,~~ . . . ~ ~ :·<. ·. . b ·.. .• .. . "" //: . C; /J; PR!Vftr ,iv,'0'.<Z&&. . "'--~<> . t~ . ""' ........... :JQ.1q*: ~Q. fT. ·. ·.::.:.::-:.: ......... :·. :ii "' CD " TYPE 1 CB :g IE=465.5 " .· .. ··:·. .. .. 12.00· . M . .... 108 o,· . -.... · .. _..-·· .......... NM 1'1i•w 62)1' :::: ii.oil .. . ,, >~If I R~.. 24.n' ~~:::;,-::::-~,~,;_=~~,~== ~ ~-.,;;, ' ~ ~ '1:-'fof/-.,'~i' I ,TYPE 1 CB ;~ I ~ ¢1' . IE-465.4 ·1!ai~ 22·>•·· ~:::~ 1--~P .. ""<"I. •• I -'< ~ .... t, 2 ::•• .. ~~ i • "' I lOT 2 567i'± SQ, FT. LOT J 575-0± SQ. Fl'\ ':, ,o C10NCEPTUAL Dli>.AINAGE PI.AN FOR JAGDEV GILL SHORT PLAT LOCATED IN THE N. w. 1 / 4, OJ? THE N. w. '1 / 4, OF SECTION 33, TOWNSHIP 23 .NORTfI, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 1RACT C: JOINT USE: DRl\1:VIAY 1092:I: SQ. FT. 42' 12" F"/C @5.7% TYPE 1 CB IE=462.7 -od --~-+-.-.'..1,38.~ --;. 1 " F"/C @J6 7 • 79' 12" F"IC @2.0% TYPE 1 C IE =463.0 11!; LOT I .; GAR:4JE a! LOT 5 46:I: SQ, FT. 6966:I: FT. -~ ft==~ TO B\ Mo,,o ;_ HOUSE :. EAVES 1.5' TYPICAL co 1a ~~ /1 l I ~, :.l I "'""-L ::;:;.,,,..=:!J-c-c-- BRI ALKWAY NB8'51'.l('W 84.22' -COMBINED DE1ENTION/WEr VAULT I ~ · DTl 3/1 TYP 2 CB A" ~ !y· CONTROL S RUCTURE IE=46~ 1§... 11' 12' PVC @~O GRJ EL IE=461.0 < ',ORI E DTl 2/1 c:, I \ I ';/ N w E s RIM EL.=482_60 EXISTING EAST OF CB~·:· E. /IN. EL.=480,81 12 CONG. ,J> : S. /IN. EL.=480.86 (12" CONG.) _ _ _ _ 54.00' ---~\TRACT D: RECREATION 4879± SQ. rr. -\s_· __ _ 46' 12' PVC @.43% END 12' RCP TO DAYLIGIIT @.3% $' 39' 12" RCP @4.88% ( 1YPE 1 CB IE=477.0 ~ . · ..• ~ . "'--'--'---"--'--·-· -····.:··· 12" CONG. 1.E.=472.86 12' CONG. SE 1.E.=469.79 , • 180TH ST. ASPHALT PAVE ENT ----+----- 271' 12" RCP @5.98% C01VCEP'.rUAL DRAINAGE PLAN 1" =30' removable watertight coupling or flange 1' min. under pavement -------1~------~UJ-- CD NOTE: Q ~ ,. " EXISTING CULVERTS ALONG S.E. FRONTAGE SHALL BE REMOVED. frame, grate & solid cover marked DRAIN with locking bolts see note 3 & KCRS dwgs 2-022, 2-023 ~12'C.M.P. ' 1.E•464.1J .J y f BOTH STREET frame, grate and locking cover marked drain (tw.) Access cover or doors required. B See King County Rood Standards for specifications for manholes and ladders. ,c-------------------t--c;i'ventila\ion pipe (12' min.) 'v,-----~------------1-,.,/ removable baffle t-7 _ _1....,,,_'_la_d_d~ .. .--~ A for vaults :?1250 s.f. provide a 5' x 10' access door or removable panel over lowest portion of vault ~---t--1-1-"l/ shaped ·-5' x 10' grate over second eel bottom (may be provided by a grated 5' x 10' access door or anel i r------69' wetpocl length --· OUTLET/ Open pipe for wetvoul\ only. See detention vault for combined woter quality/ PLAN VIEW NTS detention vault outlet / ALL NEW HOMES SHALL ROUTE ROOF RUNOFF THROUGH DTL 1 /1. plate welded to elbow with orifice as specified 6 min. design W.S. ., elbow restrictor,see detail --,.-+1,4,.. vertical bar grate for secondary inlet --------~·-------~···---· I I I slope--.. Flowpolh Segment :': -----------& goo sq. ft. Simple 10-foot trench Type I CB j :::-------------------- ,..., __________ >700 sq. ft. ,.. __________ ~--------------------------------· --:: 25-Foot vegetated:: :: Flowpoth Segment ;::: _, _____________ :::----------------------------------------------------------------------------Maximum 50-foot trench w/notch board PLAN VIEl/,J OF ROOF NTS DTL NTS 1 /1. ""v ( see Fi ure C.2.1.0 g ' p C-32 ) level outlet pipe supports ELBOW RESTRICTOR DETAIL see Note 6 ______ N_T_S_____ 1.s xD -t D min. r------.1-~ handholds, steps or ladder see KCRS dwg. 2-006 Inlet ......._ (' ...L\L--lbkf"=~r--r--" invert and elevation .s E Pip, shear gate with control per plans 12" rod for cleonout/droin 1' section of pipe_.J.J}r2!"!."!"t- ottached by gosketed N C: E (rod bent as required 12" for vertical alignment with cover) see KCRS ISOMETRIC NTS 2' min. clearance bond to allow removal restric\or plate with orifice diameter as specified (not needed if for spill control only) / to ory portion of frop-T (..... inclu:ling elbows A elbow restrictor see detail ~ A angle as l ....,__ necessary '""""-;...-additional ladder rungs see note 7 (in sets) to allow access 2' min. to tonks or vaults when catch is filled with water "' 12' SECTION A-A NTS NOTES: dwg. 2-026 1. Use a minimum of o 54" diameter type 2 catch basin. 2. Outlet Capacity: 100-Yeor developed peak flow. 3. Metal Parts: Corrosion resistant. Non-Galvanized ports perferred. Galvanized pipe ports to hove asphalt treatment 1. 4. Frame and ladder or steps offset so: A. Cleonout gate is visible from top. 8. Climb-down space is clear of riser and ci«Mut gala C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth 0.0. equal to concrete pipe 1.0. less 1/4" 6. Provide ot leas\ one 3' X .090 gage support bracket anchored to concrete wall. (maximum 3' -o· vertical spacing) z 0 F= z ~ .c W+' oi ~ ~ ladder r:J rT WQ design WS LO ... I ~ 12" PVC, IE=461.0 ·--·----~\ 12" INLET IE=460.0 l=---'-'--t+-...::..:--=r~~ --, removable I -,. .-c:-L-L baffle __I_-' -""t 8 NOTE: capacity of outlet I If first cell sized for -'-' ..., 1, 1 WQ It 2, pipe designed to peak flow 25% to 35% of "' or vau s '< = for combined W.Q. for conveyance wetpool volume 2' min. i0 f and detention vaults _,.....~---~:a __ ::] ! I i I I 3' min., --~----1c--~-~-gravity drain (if grade allows) place _,_ . as low os grade allows but must L--1 1-1 -1--------====;::==::_J be 6" min. above the base elevation bottom slope 0.5-2% SECTION A-A \ of vault walls or above sediment toward inlet end storage area NTS overage sediment storage -bottom slope 0.5-2% towards outlet 1' min. (first cell) end of second cell (recommended) 5% (min.) slope trowel finish --. .s E "' "" _J_ / access doors or removable panel ~· WO dergn WS = 461.0 y - 3' <C----1 -·23' min. -· ' I I 5• ' overage 1' sediment storage (first cell) PLAN VIEW NTS 7. Locate elbow restrictor(s) os necessary to provide minimum clearance os shown. SECTION B-B NTS 8. Locate additional ladder rungs in structures used as access to tonks or vaults to allow access when catch basin Is filled with water. DTL 2/1. CONTROL S1'RUCTURE ""·-------, ... -'--'S.......--""---. NTS 12_T_L _ 3/1. ' COMBINED DETENTION/WET VAULT -.,"""""" . llTS ~82ml9t ., rn ., .. "' .i:: .... .. ,., 1:11 ,.., ill .. "' 51! 195thSt _,: u 'SI' N f-8.4 Ml 111.21 SE HIIIITH ST. RENTIN, WA VICINITY MAP LEGAJ. DESCRIPTION: BLOCK 1, LOT 9 OF NORTHWESTERN GARDEN, AS PER COMMUNITY PROPERTY AGREEMENT, RECORDfO UNDER REC. #9411090755 BENCHMARK: NAVO '81! POINT #2110, 1/B" BRASS PIN IN CONCRETE MONUMEI/T IN CASE AT INTERSECT/ON OF S.f. 176TH STREP°flVD 116TH AVES.£. . ELE;vAT/0 I: 448.16 U.S.FE:ET VERTICAL DATUM: NORTH AdERICAN VERTICAL DATUM 1988 CONTOUR INTERVAL: 2.00 U.S. ffET ABBREVl4l'IONS BLC C CB CL co BUILDING CORNER COMPACT CATCH BASIN CLASS CLEAN OUT STORM DRAIN D DDCV 01 DS D/W EL ESMT FD FDC FF FHY FL H/C IE DOUBLE DECTOR CHECK VALVE DUCTILE IRON MH MJ OVHD PLO R R/W s SQ FT S/W TC DOWNSPOUT DRIVEWAY ELEVATION EASMENT FOUNDATION DRAIN TP U.N.O. s FIRE DEPT. CONNECTION FINISH FLOOR w E LF vs FIRE HYDRANT FLANGE JOINT HANDICAP INVERT ELEVATION LINEAR FEET LANDSCAPING LECJ5W.D: l)Ji'SCRlPl'ION STORM SEWER SANfrARY SEWER WATER. AC PAV/g CONC. SIDEWALK SPOT EU:VA TIONS CONTOURS PARKIN9' STORM C \TCHBASIN SANITARY SEWER MANHOLE WATER Vf.LVE FIRE HYD.'WIT UTILITY P,•JLE OECIDUOL S TREE CONIFER TREE GUY W!Rf POLE GUY W/11E WATER METER NEIY N NW SW NE SE r,:-,·'.-.J ' ;4· • •• xx.xx r- ---50-- 0 Iii • M 'fi rm~~~W~@ AUG O 9 2005 K.C. D.D.E.S. MANHOLE MECHANICAL JOINT OVERHEAD PROPERTY LINE RADIUS RIGHT-OF-WAY SANITARY SEWER SQUARE FEET SIDEWALK TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH WEST EAST NORTH NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST Ji'XISJ'INC EX. STORM ---- _E:£.. J_EWER .LL 'lf!J TER l>:;s,,.,,1 IT] xx.xx r- -~so-- 0 Ill 0 • .. :e= • * @ J, ~ ~ ~ t!> ~ .~ ....... ~ i..:i ::3 ~ ~ ~ u • (/) 0::: w z z <( _J a. . ~ :,:; e,..;--:( \/) ,._ r;J :,:; to !;;:; ~ E-, "'< :<; ~ ~~~~ Q, -~ E-, k, ~ 52 ~ae-., a -~v, ~~~~ ,._ C') :,..;' .~ :,:; c,.,i E-, ~!;;:;~~ t::.. ~a r,q ~ \/) l) ~h~~ ~~a~ '-i h ~ ~ c.,· h°' 2:J ~ aa ~~ l) ~ ~ ,..., X C .... .__, LO LO 0 "' ~ "' ~ ~ I N LO ·:W IX) > I-,..., N "1 .., "' ON IX).__, "' . z,..., "' 0 ~ " m .E! .__, w <( "' 0 • ru s \ • '1 \ HOUSE \ [AVES 1.5' I,;;: \ \ CD LANDSCAPE .t RECREATION SPACE FkAN 10 0 10 ' ' SCALE, I" = 20' -0" NORTf-l REQUIRED RECREATION SPACE 3'30 SQ. FT. PER LOT. GIVING 9 TIMES 390 EQUALS 1,950 SQ. FT. REQUIRED AREA. PROVIDED AREA 2,100 5Q FT '·1, REQUIRED SIGNIFICANT TREE RETENTION AT 10 TREE5 PER ACRE. PLAT 15 APPROXll1ATEL Y .91 ACRES, C,!VING TOTAL REQUIRED RETAINED SIGNIFICANT TREES EQUALS 10. 51C,NIFICANT TREES RETAINED 15 II. ' I TYPICAL 50 ......... ." \ . \ \ \ ·': \ <•' ., 10 ,o \ " \ " I \ \ I \ I " I CONCRETE PAVING / PLAY AREA GRASS 5LUALE' ' , r i:<i 1· v.i I " I .. ' '·' ~ \ . ""' i . • 2::: (/ . ~ ' 0 ® "" . . ... \ ~ (0 \ \1 -\ • . \ \0 -\ I I' I \ \ ?~ \ _·._._. / \ \ r!OUSE: .-% ' AD \ \ \ . , 1· E:AVE:S 1.5' TYPICAL .. i '.. ~ .. \ I / I I , \, fr ,. ' \':, ~ I ~" ~ \ \ \ \ I ~ _, 0' I ~ \ \_ I '" ,, ., c· .. . '°~ ·~·-,,:-::.~, . .'.'' ·1 . ' .. I .... CJ c. ,, \ ---~----, -... \ "' co ,, ( -- CONSTRUCTION NOTES: CONTRACTOR Si-lALL COMPLETELY FAMILIAF'.IZE Ti-lEMSELVES WITi-1 Ti-IE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL ElEDS TO ElE WEED AND DEElRIS FREE PRIOR TO SOIL PREPARATION. ALL ElEDS TO ElE '°'" ElELOW FINISI-IED GRADE TO ALLOW FOR TOPSOIL AND MULCi-1, !'>" !3EI.OW GRADE IN SOD LAUJN AREAS IN PLANTING AREAS ADD 4" OF CEDAR GROVE !'>0/S0 COMPOST/SAND MIX OR EQ. TILL INTO TOP 12" OF EXISTING SOIL, RAKE SMOOTi-1 AND LIGI-ITL Y COMPACT, ALSO CONFORM TO GRADING PLAN AVOID Dl5TUP-.!311,G MAJOR ROOTS or-EXISTING TREES IN PLANTER AREAS, IF SOIL 15 !3ENEATI-I '°'" E3ELOW FINISI-IED GRADE, ADD SANDY LOAM SOIL A5 NECE55ARY AT INDIVIDUAL TREES. PREPARE 4B" DIAMETER AREA, ADD 4" OF CEDAR GROVE !'>0/S0 COMP05T/5AND MIX OR EQ. PLANT PER DETAIL '5 Ti-llS PAGE, MULCi-1 WITi-1 2" OF FINE !3ARK, WATER PLANTS IN WELL. CONTRACTOR 15 RESPONSl!3LE FOR WATERING UNTIL FINAL ACCEPTANCE OF Ti-lEIR WORK. PLANT TREES PER DETAIL '5 Ti-115 Si-lEET, PLANT Si-lRUBS PER DETAIL '4 Ti-115 Si-lEET BACKFILL WITi-1 r,ATIVE SOIL AS AMENDED A!30VE, MULCi-1 BEDS WITi-1 2'' FINE BARK WATER PLANTS IN WELL. CONTRACTOR 15 RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK PLANT AT SAME LEVEL AS GROUJN IN NURSERY MULCi-1 TO BE FREE OF GARBAGE AND WEED5 AND MAY Nor CONTAIN EXCESSIVE RESIN, TANNIN, OR OTI-IER MATERIAL DETRIMENTAL TO PLANT GROWTi-1 GENTLY LOOSEN ROOTS OF CONTAINER STOCK Ti-lAT IS ROOTl30UND PRIOR TO PLANTING FERTILIZE WITH ElE5T-PAKS FERTILIZER, AVAIL. HORIZON 42S.B2B.4SS4 ONE PACKET PER I GALLON, 2 PER 2 GAL, 3 PERS gal, 14 PER TREE.EVENLY SPACE PACKS AROUND ROOTBALL 6-8" FROM SOIL SURFACE ALL PLANTS Si-lALL CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN GRADES AND STANDARDS PROVIDE ONE YEAR WARRANTY STARTING FF'.OM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITi-1 GENERAL CONTRACTOR PLANT GROUNDCOVER5 A MINIMUM 24" FRO~I CONCRETE OR ASPI-IAL T SURFACES PLANTING WILL REQUIRE SUPPLEMENTAL WATER Ti-lROUGH AT LEAST THEIR FIRST GROWING SEA50N TOY TO BE FAl-l< STRUCTURES &3~04 'SEASIDE CELEBRATION'. 6EAeGAFE COLOR SCI-IEME, OR APPROVED SIMILAR FAl<K MRUCTURE6 LOCAL REP., WILDWOOD PLAYGROUNDS, PORTLAND, OR. I-B0l2>-B1S-1,2'l SWING TO BE ClAMeTIME FRIMf!1'1ME 6WINCl 12!',63 OR APPROVED SIMILAR MUST FIT IN llFACE INCLUDING f,AFETY ZON5S SET EQUIPMENT IN CONCRETe FOOTINGS PER MANUFACTURER'S SPECIFICATIONS. GAME TIME 'R4066 5TRAIGI-IT LEG PARK EIENCH WITi-1 REDLUOOD 5LATE5 5ET IN CONCRETE FOOTING$ PER MANUFACTURERS 5PECIFICATION5 r--nr------&" WIDE BY 24" CONCRETE CU''SB. 6ACK FIN15i-1, 3fZ)l2>12> F51 CONCRETE SET LEVEL PROVIDE PLASTIC EDGING BETWEEN GRAVEL ROAD/UJALr:'.5 AND LAUJN AND PLANTING AREAS PLANT SCl-!EDUL.E QUANT. BOTANICAL NAME COMMON NAME 1/2" RADIUS AT TOP EDCle, 2 1-!0RIZONTAL REBAR '4, VERT. REBAR 24" or;. REBAR TO i.lAVE 2" CLEAR .. ~=----FIBAR ~12>0 6Y6TEM, 12-16" CO~iFACTED DEFTi-1 MIN. FIBAR -IN5rALL rERRAFLOW 112),2) 6" DRAINS 6' or;. UNDER FILTISR FABRIC IN6TALL FIBARMAT6 BENEATH FIBAR UNDER 5WING6 AND AT Ti-IE END OF SLIDES REQUIRED DEPTi-1 OF FIBAR TO BE MARKED ON ALL EQUIPMeNT UFRICli-lT6 TO PROVIDE INDICATOR WHEN FIBAR NEEDS BE REDISTRIBUTED OR ADDITIONAL NEED5 TO BE IMPORTED TISRRAFLOW 112>0 &" DRAIN, TYF'ICAL, CONNECT TO i.lEADER FIFE 5/8" MINU6 CRU6i.lED GRAVEL, COMPACT TO 95%, 8" Ti.llCK AT NORT!-1 END, 5LOFINCl UF AT I% ro 11" Ti-llCK AT 50UTI-I END OF PLA'f AREA COVER GRAVEL WITi-1 FILTER FABRIC ~------COMPACTED 5UElGRADE '------6" TERRAFLOW 112>0 f.JEADER DRAIN, WITi-1 TWO I" DIAMETER CLA65 200 PVC OUTLET&, &LOPE AT 1% TO OUTLET CONNECT TO 12" CONCRETE R16ER ON TOP OF VAULT, PROVIDE GALVANIZED WIRE ME61-1 RODENT eCREEN AT END OF FIFE ALL EQUIPMENT, FIBAR, DRAINA::;E, AND CUREl6 ro BE INSTALLED PER MANUFACTURER'S 5PECIFICATION5 0PLAY AREA SECTION """~ SIZE FOl"l"1 2' WATER BASIN ~p OF ROOT CROILN BARK MULCi-1 PER SPECIFICATIONS KEEP MULCi-1 1-2" AWAY FROM 5TEM OF PLANT EXl5TING SOIL, DEEPLY SCARIFY AT SIDES OF PLANT POCKET BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS '3 AMELANCI-IIER SNOW CLOUD 5NOW CLOUD SERVICE BERRY 2 11 CAL PLANTING HOLE 5ET AT 1/2" i-llGI-IER THAN GROUIN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL 0 TO BE 12' WIDER © / a,i-lRU!35 2i', AR!3UTU5 UN!:DO COMPACTA COMPACT STRAWBERRY BU5i-1 16 CORNUS STOLONIFERA MID WINTER FIRE: MIDWINTER FIRE RED TWIG DOGWOOD 14 MAI-ION IA AQUIFOL IUM OREGON GRAPE 4 MYRICA CALIFORNICA PACIFIC WAX MYRTLE 22 SPIREA 5NOU.IHOUND 5NOU.IHOUND SPIREA LAUJN, i-lYDR05EEDED LAUJN, RAPID LAUJN ElY ElRIAR GROUP OR EQUAL OR, PREMIUM RYE SOD, AT OUJNER'5 OPTION EXl5TING SIGNIFICANT TREE TO REMAIN EXISTING 51GNIFICANi TREE TO B!: REMOVED LOOF' AACH CUh!BER \ 2 GAL 2 GAL 2 GAL 2 GAL 2 GAL Ti-lAN ROOTBALL FOR Si-lRUBS AND 8" WIDER Ti-lAN ROOTBALL FOR GROUNDCOVERS DEPTi-1 TO BE SAME AS ROOTElALL OR 12' WHICl-4 EVER 15 GREATER \ '\ Q,-S~f-i~R~UB~P_L=A~N~T,i~N=G~D~E~T~A~l=L __ ~N.=T.S~. --s-0 SECTION I" LUIDE SOFT RUBBER Cl-4AIN LOCK TREE TIE LURAF AROUND EACH ST AKE AND TREE 2" DIA. ST AKE$ LAYER OF MULCJ..l FORM 2" WATERING BASIN AROUND TREE EXISTING SOIL PEEL BURLAP BACK FROM TOP OF ROOTBALL BACKFILL PER PLANT NOTES STATE OF WASHINGTON REGISrERED tANOSCAPE ARCHITECT _'fk~l?~~-- Ntil BUCHANAN CERTIFICATE No. 51J PROJECT NAME GILL Sl-lORT PLAT KING COUNTY, WA DRAWING TITLE LAND6,~rE PLAN RECR ATION 6PACE PLAN ~1TE OCTOBER 24, 200!;; ~.411N E3 Y N.13 . c,lf~CKED 6Y l r)i~ii l I )_ \ \\ ' \ ~' I q, ) Lj / \ \ I I ' I SHORT PLAT NO. ___ _ JAGDEV GIJ:_,L SHORT PLAT LOCATED IN THE N. W. 1 /4, OF THE N. W. 1 /4, OF SECTION 33, TOWNSHJJJ 23 NORTH, RANGE 5 EAST, KING COUNTY, WASHINGTON KING COUNTY, WASHINGTON BASIS OF' BEARINGS: BfARINGS SHOWN HERIN ARE BASED ON THE DOCUMENTED CENTERLINE OF 116TH AVENUE S.E. BEING NORTH 0Cl28'10" EAST AS SHOWN ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION 1, RECORDED IN VOLUME 45 AT PAGE 47, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: BLOCK 1, LOT 9 OF NORTHWESTERN GARDEN, AS PER COMMUNITY PROPERTY AGREEMENT, RECORDED UNDER REC. #9411090755 FOUND CONCRETE MONUMENT IN CASE w7 NAIL AT THE INTERSECnON OF SE 176TH ST & 116TH AVE SE HELD AS BENCHMARK NAVO '88 POINT #2110 ELEVATION: 448.16 U.S.FEET RIM EL.=479.60 CTR. CHANNECl.£=473.76 RIM EL.=481.47 cm. CHANNEL I.E.=475.57 SITE BEf.X:ffiAR<: SET 60D NAR IN UTILITY Pfli ELEVATICN 483.08 U.S. FEET RIM EL=482.60 E. INV. EL.=480.81 (1 CONG.) S. INV. EL.=480.86 (12" CONG.) FOUND CONCRETE MONUMENT IN CASE W/ •y: AT INTERSECTION OF S.E. 180TH ST &: 116TH AVE S.E. RIM EL.=485.06 I I I I I I 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 CTR. CHANNEL I.E.=479.71 "'®--2[83-~.:! I- ~ "I: J' NOTES: 1. MONUMENTS LAST VISITED 04-11-05 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT ANO THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, CONDITIONS, OR RESTRICTIONS, IF ANY. J. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE BE DE:TERMINED. LOT 2 . 4237± SQ. FT. ~ a 0) TRACT 8: µJ ~, JOINT USE l,C'J ~ DRIVEWAY S.E. 176Tfl ST. SBB '49'50"E 68~1.87' (CALCD.) 663.74' (PLAT) l'J .... IO TRACT C: ~ JOINT USE § DRIVEWAY ~ .... l.<l i~ llAfE'A a= /£1LWJ (JJ FfrPERTY: 192:t SQ. FT. HOUSE--:__· -: ' I ' ' ' ' 400± SQ. Fr. \§ 400± SQ. Fr. ~ 0 VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 BENCHMARK: NAVO 'BB POINT #2110, 1/8" BRASS PIN IN CONCRETE MONUMENT IN CASE AT INTERSECTION OF S.E. 176TH STREET AND 116TH AVE S.E. ELEVATION: 448. 16 U.S.FEET SITE BENCHMARK: SET 6QD NAIL IN UTILITY POLE NfAR S.W. CORNER OF PARENT PARCEL ELEVATION: 4BJ.08 U.S. FEET CONTOUR INTERVAL: 2.00 U.S. FEET. (CONTOURS BASED ON ACTUAL FIELD SURVEY.) 945 N. •NOTE: GRAVEL DRIVES TO BE REMOVED CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com W.M., 98032 RECORDING NO. VOL/PAGE SCALE: GRAPHIC SCALE 1'' =30' 1 inch = 30 FT. PS -• @---•u.; 1 30 0 30 PORTION OF: N.W. 1/4, N.W. 1/4, SEC. 33, T. 23 NORTH, R. 5 EAST, W.M. FOUND CONCRETE MONUMENT IN CASE W/ S.E. & PE:TROVISKY ROAD LEGEND: \ I NAIL AT THE INTERSECTION OF 118TH AVE. ) ~ I ' I ~. I I @) FOUND MONUMENT AS DESCRIBED CALC'D INTERSECTION OF S.E. 118TH AVENUE S.E. LOT 10 FOUND CONCRETE MONUMENT IN CASE WITH TACK IN LEAD AT THE INTERSECTION OF S.E. 180TH ST. & 118TH AVE S.E. ,., r-., I r-......, 1'1~ § ' I I I I I I I V UTILITY POLE -3 GUY ANCHOR El?II POWER METER m CABLE BOX III GAS MITER [[O MAIL BOX -e-SIGN 0 BOLLARD e WATER VALVE .. FIRE HYDRANT 181 WATE:R METER UDD CATCH BASIN 0 SANITARY SEWER MANHOLE LEGEND: ~ DECIDUOUS TREE $ CONIFEROUS TREE -y' T1 16" ALDER T2 14" FIR TJ 20" COTTONWOOD T4 15" COTTONWOOD T5 12" COTTONWOOD T6 12" & 14" COTTONWOODS T7 16" COTTONWOOD TB 16" COTTONWOOD T9 20" OAK T10 16" JUNIPER T11 16" & 12" JUNIPERS T12 24" CEDAR T/J 22" FIR T14 12" JUNIPER T15 11" & 16" JUNIPERS T16 2 15" JUNIPERS T1 7 15" MAPLE T18 8" DECIDUOUS TREE T1 9 12" ALDER T20 15" COTTONWOOD T21 12" ALDER T22 12" ALDER MAIN FILE COPY KC. D.0.E.S. J 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. JJ2-1J0-090. INDEXING DATA: N.W. 1/4, N.W. 1/4, SEC. JJ, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: M.I.K./J.A.C. Fri., Dec. 8, 2006 2004-260 CHECKED BY: SCALE: SHEET: EXPIRES 07/22/2008 0.8.H. 1 inch = 30 FT. 2 OF 2 PROJECT NAMC: JAGDEV SHORT PLAT CREATED: Tue Mar 22 09:54:13 2005 PREV. PLOT: Thu Nov 02 10:12:27 2006 PLOTTED: Fri., Dec. 8, 2006, 11:29:10 CONCEPTUAL DRAINAGE PLAN FOR JAGDEV GILL SHORT PLAT LOCATED OF SECTION 33, IN THE N. W. 1 /4, OF THE N. W. 1 /4, TOWNSHIP 23 NO.RTJ-1, RANGE 5 EAST, KING COUNTY, WASHINGTON W.M., RIM El.=481.47 CTR. CHANNEL I.E.=475.57 ~ FRONTAGE IMPROVEMENTS ALONG 116TH AVE S.E. DTL 2/2 r..i i,j ~ ~ ~ :;... <:o -.,.. ',: OMBINED DETENTION/WET VAULT 20'X 120' INSIDE PLAN DIMENSIONS DTL 3/1 ' ~ () <;tJ ~ \I' ~ ~ \J) R=40' ,,-\. ;:': I ',I ACCESS ROAD 15' WIDE ON CURVE X1' DITCH I / 12' WIDE WHEN STRAIGHT DTL 4/2 1 ~~ i < :1: ·. 'f 7_}--50.0/J I --..b'i@a'.~ ~ .. -:::. -·------11/l/.J5'-,,,--. \ -T~~Ho~oc~LOW INTO "' 1•.:._.l1····· .. ·•.·_:_l1·· ·.·.' t1 I-+ -~"--~ -.~ t_:__-1· . -. ·~~· . -::: . . /--. -. lYP ~ IL ' . ~. ~ \ -'--... >Nf~:~:~~GE .. ;,::::;>i\·::'-0;.. Q ,: > I : • 1 10 WIDE DRAINAGE.'i\ND ::i ~ 6230± so. , . ,. . .. ·• ;s:.:·:;:,;.·'.\_;.>,;,; :•<:'•:'. }\i·.>: . . lYPE 2 CB ';;i i <>·: · ~ I PEDESTRIAN WAIY-WAY 1 .;.·' •• , • ,. ·~~,· •• ,,CCC!.--c-.... , .. ; ' , ... •. ·' .: '·. ,:. ·.:·,, ··.,, .,, .• ''• ,.,.-•_:; ·/··,. ·•, •• _·, , .. .-, . RIM=464.31 I .. ··;·,'". ~ ' t .. :~···"··l•,' ~--· •.'.,·.~··"',··~· ... •·.• ··:.·.,.~, .. •-:"·.•·. , .... ,·. ~ .• •. ·• • 6': :: ::_1 • 'II 0 EASEMENT .. " ··· ·, •·· .. ,, ... , .. :·· · '· , .. ,;,, .. ·.·,·0::· ,·: •• '.•.,. '· ··.:,:,.,.:••:.,·,·:.... IE=458.37 v, ... ,,. Ali I N88'51'17"W1B8JO «> '·• ::·· • , ......... · ··' .... ·.. . , " < >l'·.11"'. I· "'-. ,-· --. .. . . --"' •:·· . 6 12 PVC@1.0% ·•:•1 ·.; , ;&l r.,, I -...~ so.oo ~4·°P, 84.29' ,:ii >":.a . I .:.: '.· I :iU-:l I~ "'I . 112 1~ PVC @ 0.3% t\\<_, '\)'. '-TYPE 2 CB --··'1,· .;,:1;JI'"' "' J,\···.-:J RIM=465.5 \ <: i ~\~ 671 /JiJ. IT. ~I LOT 2 ~ ;;I GARAGE: HOUSE y:~:• IE=458.97 1:-:,·-',I :S: '\21 ~)±SQ.FT. b;.. i;;J TOB,E:MOVE:D EAV 0 S1.5'TYPICAL 1·:.;,.:·• I ,. 31 ~ " a, (TBR) c ·v . : w ' . 8 \ ;:i: I§ 'b \ ~ I l:•'{:f:1 ~f-12" PVC @ 0.3% I JOl~T USE DRIV~AY "' \ DTL 2/ 5627± so. FT. $: cii!"' '6'&_ "'((;8; , 1' DITCH ii-_ J_\ .. ;·n.! I 1/\2' SIDEWALK ' 8 5196~\t. Ff IE=45 31 LOT 4 ~ <ri '.\• ::< & UTILI EASEMENT DTL 3/2 \ 1 TRACT o, '::.. JOINT us~RIVEWAY l,,'<'"d, ~::;::: VoTIL 4;2 lYPE ,i'J.il , /. ! ' 4/111~z~y/T. ~6" CURB ~I Jg~~i_j ,., DTL 3/~ ~,;,. LOT 5 ',g~ ; ~/ I •o IE 4178CB9 I::: .. ;'.. 1 • 000 \ 41)()± SQ, FT. 6 CURB 9088± so. IT. I. trf! :. 111 ,o = . ·:·:·:: 1 . , o.oo • 10.00· 10 oo· .i,: .: :1 / ~ CONNECT TO EXISTING: ,/ 1 ',, .,,:}~. ~-15&!'5r'll,'._£ ~ ~1,1.' ,;,, ,1./,.'. :1 12 , CONG RFMOVE ' .. ,· · •· ~ ;,. v 1,:, ~ 2o.r.o... .-<;;·, ·::2·000· • .. ·. 0 • .... , ... , . ' -' . :.:\' .. • \:~-"',:;9;>, NO .,,c 1-8 '. ' I EXISTING EAST OF CB . ..:-:1.· ..,. ~ >1" .. ::cJJf:i:( "'gR~ :·.::·-:·.zp;::\·: l,, · ,-·,:.-'.' RIM El.=482.60 ~"' I f.f . J6. 1'-.... "'"'· 175 <\20.oii> ..::__ ~· -40.oo· /io.i'.oi ~ #.00' _ (~R) 84.15' i'.1?\ fi~~ft::~~:i[~-,--__ ··~·i·· .. ··"""R=35' ::1s:· 1tc0Nc 12'cONC.:·:·:·:1~i7/:' aRAVE:l ;,.···· EXTEND 12" RCP TO DAYLIGHT @.3% I - .. 4 .· . I.E.=474.28 r 1.E.=472.86 .. ..: ... : .. 1 DRIVE II llP \""~. ·. ',: ,.· '.,;' '-.;-c--:,....,.cc .. ·.,r,... ~ ti' CONG. , t.E.~47_6._14_-1-~~~rtr 3_004--+ __ s_.E. 180TH ST. 39' 12' RCP @4.88% / / r"i~!CiJ/-t---~-t------i':?l--~------:-f---~t::;';;.,:;;;;;;;~------1-------!c~------·:,y lYPE 1 CB ~ '"' " 12' CONG. ,. IE=477 .0 'b F;ONTAG[ IMPROVEMENTS" ft I.E.=469.79 ~ § ~ ALONG S.E. 180 ST. 268' 12' RCP @ 6.87% $! NOTE: " . \,, t . 'i •. cc.::; ·• .•. ·.• "'',. (. ' ~ .. -,c...·...o~.__!:SPHALT PAVE ENT .,.,.,....-12" C.M.P. C l.£,•464, 1J on_ 112 EXISTING CULVERTS ALONG S.E. 180TH STREET FRONTAGE SHALL BE REMOVED. Access cover or doors required . See King County Rood Standards for specifications for manholes and ladders. NOTE: BAFFLE MAY BE OMITTED FOR LENGTH-TO-WIDTH RATIO OF 5:1 OR GREATER ,, ' w 8 N E s ventilation pipe (12' min.) ladd~ A CONCEI)~T~U~A=L'---=D~R~~~L~NA==-C=E--=-P~t==A~N 1 "=30' --+-+H-' for vaults 21250 s.f. provide a removable watertight coupling or f.lan9e ~ ' I . ,, t . 2" min, t I t 6'min. 6' V 1' min. under pavement frame, grate & solid cover marked DRAIN with locking bolts see note 3 & KCRS dwgs 2-022, 2-023 frame, grate and lacking cover marked drain ( t)']l.) r ;,J--+--++-1:::1::-,tt-l-----,--+--+-I ---- 5' x 1 O' access door or removable panel over lowest portion of vault c_ __ --1---J--l-'V' shaped 5 x 10' grate over second cell bottom removable / baffle (may be provided by a grated 5' x 1 O' access door or anel ,.._------120' wetpool length ------f--.., PLAN VIEW NTS OUTLET Open pipe for wetvault only, See detention vault for combined water quality/ detention vault outlet ALL NET/! HOMES SHALL ROUTE· ROOF RUNOFF 1'HROUGH DTL 1 /1. :~cix. T plate welded to elbow with orifice as sp,,cified elbow restrictor,see detail -.i,-+:-.J... design W.S. 9 vertical bar grate for secondary inlet 1r-----_JU. handholds, steps or s;: / -----z ---- 4' perf pipe I 1/t -3/l' liltffl I'll TRENCH X-SECTION NTS slope--- small catch basin or yard drain J f 25-Fo;;(v;g;t~~= j ~~~~af ;;5~g~;n~gj ~700 sq. ft. Simple 10-foot trench Type I CB ~----------------------->700 sq. ft. ----------F-------------------- I ~25-F:Ot;g;t;t~~ ~ :i:'."'!?.°~h _s.".9-':1.".n~;:: ~----------I.;::'.;::'.;:::;:::;:::'.;:::'.;:::'.;:::'.;:::'.;:::'. F.--------------------r.----------;-"----------Maximum 50-foot trench w/notch board PLAN VIEW OF ROOF NTS DTL ( see Fi ure C.2.1.D g ' p . C-33 ELBOW RESTRICTOR ,.NTS DETAIL pipe supports --,-.,~immirlr"" ladder see KCRS see Note 6 dwg. 2-006 1 1.5xD I min. A elbow restrictor see detail ISOMETRIC NTS T D outlet plpe ....___ Inlet ....,__ Pipe f uenotM1&5 invert and elevation llE c '-+-r-shear gate with control per plans E ~ rod for cleanout/drain ~~-'"' •r (rod bent as required 1' section of pipe ~ c ·r;;:-for vertical alignment attached by gasketed v w·ith cover) see KCRS band to allow removal E -r N i 12" dwg. 2-026 restrictar plate r with orifice diameter as specified (not needed If for spill control only) A SECTION A-A NTS NOTES: 1. Use a minimum of a 54' diameter t)Pe 2 catch basin. 2. Outlet Capacity: 100-Yeor developed peak fiow. 3. Metal Ports: Corrosion resistant. Nan-Galvanized parts perferred. Galvanized pipe parts to have asphalt treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb-down space is clear of riser and cleanout gate. C, Frame is clear of curb. l ......... angle as necessary '--'-::1-additional ladder rungs see note 7 (in sets) to allow access PLAN VIEW NTS to tanks or vaults when catch is filled with water 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe l.D. less 1/4" 6. Provide at least one 3" X .090 gage support bracket anchored ta concrete wall. (maximum 3' -0' vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. locate additional ladder rungs in structures used as access to tanks or vaults lo allow access when catch basin is filled with water. 12" INLET IE=458 .31 '-+ l_. l or first cell sized f 25% to 35% wetpool volum of e 3' m in. --r F ~ 1·'f removable,,- baffle ~ A 1' -'--1 k F I ! 7 0 - I= -z .... r:! -w ,5 -0 g. f "O 0 ladder :; WO design WS LO " - -·~;; 0 -0 o.; ~ - O! I 1' for WO vaults 2' -,cl,s for combined W.Q. - / v-OUTLET 12' PVC, IE=459.31 N OTE: capacity of outlet pip for e designed to peak flow conveyance . i g. "" "O and detention vaults J. __ min. ~0=1 _I gravity drain (if grade allows) place os low as grade allows but must bottom slope 0.5-2% -y \oward inlet end average sediment storage SECTION A-A NTS be 6' min, above the base elevation of vault walls or above sediment storage area bottom slope 0.5-2% towards outlet end of second cell (recommended) 1' min. (first cell) 5% (min.) slope trowel finish -r .!;; E 'lo ci ~ ' _l_ / access doors or removable ponel WO desian ws = 459.31 " A ----1~ T -- - 20 min. I 7 SECTION B-B NTS 5' ~ ' ~ - I average 1' sediment storage ell) ( first c DTL 3/1. ' COMBINED DETENTION/WET VAULT ' 1 /1. DO'fi11NSPOUT DISPE'RSION DTL 2/1. CONTROL STRUCTURE NTS NTS ' NTS SE 1'l5thSt ... 1/J 1/1 . ;,. <I'. :6 ,.·----, Ll) ~ Ill &II .. > -i: .I:! ,_, .. ,., Cll ... .. "' -i: .I:! .., N 1--0.-4 Ml 1 Hi28 SE 131TH SL ~ENTIN, WA VICINITY MAP LEGAL. DESCRIPTION: BLOCK 1, LOT 9 OF NORTHWESTE:RN GARDEN, AS PER COMMUNITY PROPERTY AGR££M£NT, RE:COROED UNDER RE:C. #9411090755 BENCI-!MARK: NAVO '83 POINT /2110, 1/B" BRASS PIN IN CONCRE:TE MONUME:Nf IN CASE: AT INTERSECTION OF S.E:. 176TH STRE:E:T AND 116TH AVE: S.E:. ELEVATIC'N: 448. 16 U.S.FEE:T VERTY:AL DATUM: NORTH !MER/CAN VERT/GAL DATUM 1988 CON'fOUR INTERVAL: 2.00 U.S. FE:E:T .A.BBRl'VIATIONS BLC C CB CL co BUILDING CORNER COMPACT CATCH BASIN CLASS CLEAN OUT , D DDCV DI OS D/W EL E:SMT FD FDC FF FHY FL H/C IE STORM DRAIN \ DOUBLE: DE:CTOR CHECK VALVE MH MJ OVHD PLO R R/W s LF vs DUCTILE IRON . DOWNSPOUT DRIVE:'IIAY \ ELEVATION EASMENT FOUNDATION DRAIN FIRE: DEPT. CONNECTION FINISH FLOOR FIRE HYDRANT FLANGE JOINT HANDICAP INVERT E:LE.VATION LINEAR FEET LANDSCAPING LECEND: SQ FT S/W TC TP U.N.O. s ·W E: N NW SW NE: SE J)ESCRIPTION NE/f STORM S£W£R SANITAR'f S£WER WATER AC PA\1/NG CONG. SIDEWALK SPOT F.LE.VA TIONS CONTOIJqs PARKING STORM CA TCHBASIN SANITARY SEW£R MANHOLE WAT£R V1V. VE FIRE: HYDRANT UTILITY POLE DECIDUOUS TR££ CONIFLR TREE GUY l'/iRE POLE GUY WIRE WATER ME:TE:R L,>, ·I t ,' .. :·:.:·1 ~' r'!"•. - xx.xx r- 50-- G) Ill @ l>'1 '19' -@- MANHOLE ME:CHANICAL JO/Nf OVERHEAD PROPERTY LINE RADIUS RIGHT -OF-WAY SANITARY SEWER SQUARE FE:E:T SIDEWALK TOP OF CURB TEST PIT , UNLESS NOTED OTHERWISE: SOUTH ;' W£ST EAST NORTH NORTHWEST SOUTHWE:ST NORTHEAST SOUTHEAST :<; ~ o..; ~ ~ "'-,j R?, i:::i ...;i ~ ~ ~ u ~ 0 l:) • (/) c:: w z z ::i a. • (/) c:: w w z (.'.) z !..i.J . ::ii ~ .... · -z (/J ~~ ~ll) ~~ hr.:i~~ ~~ h ~ -~ .... "'~ttl i:i:;Oh 0 -~~ ~~~~ •• {' .... ' .. ~ , ;,... !-:11,,, C\l h ts~e::~ ::.. ::cj 0 r.:i ~ (/J ~ ~ &-. ~ (.!) ~~~~ ..... E-. q c,,_i· ~ C'J ~~ 00 ~~ c.i ~ ~ ...... )( 0 It) ~ '-' a If) ~ I() ~ "' 6' "" I ~ N I() ·:W 00 > ,_ --Lu<( N t'l Cl'. C "' If) ON 00 ._, "' ...... < : ~ 3: ;: E "- .. -O 0 ,_ -0 z O • w ~ 3: ...... :,,: 01 E " o:) " .,.. -E 0 0 O ~ I '- 'II, ~ 0 i.J ~ !l! :.: 1--CV) (1)00....J~ o.:J .. a J o:) >-t<) ._, < m II <C I -' o-::: -...: a ,.... I-I uJ z LJ ~ •• L,J .. (.) ~ (..) 0 Li.I < :c (.) (.) V) :i ...... If) C .... 0 "' .2 '-' 30'-0" 14' 10.5' w 5.5' , I z ""1 ------------------+----'"-"'----i-----'-=-----':::i r REMOVE SHOULDER & ~ if REPLACE W/NEW \ ii: PAVEMENT SECTION I ~ -+--'-'-1 '~SA~W~C..,,UT'-n_ 1-----,F-'ME./lF T @FOG LINE WIDTH VARIES 2% 1' MIN. SIDEWALK, KCRS DWG 3·001 ~-CONC. VERTICAL CURB & GUTIER, KCRS DWG 3-002 2' ASPHALT CONCRETE r qi 4" ASPHALT TREATED BASE '---ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 DTL 1 /2. FRONTAGE IMPROVEMENTS ' - NTS 42' ROW 22' 7' 13' G.J ~ ~ REMOVE SHOULDER & \ /:. ,, °' REPLACE W/NEW l.LI a.. PAVEMENT SECTION 0 I 1' SAWCUT a:: a.. @FOG LINE '1) 2% r------------.J..: 2% , •O.,... . . 0: I ~ .•:, ,.3...: o ~::,:.. ?·; ~~(il~1i.·,:~:o, .. ~·.·~: [ 1'MIN. DTL NTS SIDEWALK, KCRS DWG 3-001 '---CONG. VERTICAL CURB & GUTTER, KCRS DWG 3-002 2' ASPHALT CONCRETE 4" ASPHALT TREATED BASE '---ADDITIONAL .TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 .,. DTL NTS 2/2. FRONTAGE IMPROVEMENTS ' 2" COMPACTED DEPTH CLASS B ____ _, ASPHALT CONCRETE I 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2' MIN. COMPACTED DEPTH CRUSHED SURFACirlG BASE COURSE ADDrrlONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 20' -o· 18' -o' -0.02 FT./FT, .. 3/2. JOINT USE DRIVEWAY 6' 1 ' 4' 1 ' 1'-0 11 w z ::J c-u -< I"= f-------1-------------------1-----lw z :::J DTL 1" =1' SLOPE TO EXISTING GRADE USING 2:1 MAX TYP FOR BOTH SIDES OF DITCH 4./.2_JJITCH /: "' w 6 "' n.. ,,. ' . \~ ROAD SECT[ONS, DITC!i SECTION FOR JAGDEV GILL SHORT PLAT LOCATED IN THE N. W. 1 /4, OF THE N. W. 1 /4, OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, Ji1/.M., KING COUNTY, Ti/ ASHINGTON N w s E ~ ~ i;... I (;,,) ; • ""'-.... <>o~ ·2:1.,J ;;:::i! ~ ~ 0 j!: l.:J ili!2 ci§ v, ~ ~!~; 5~ ;~ ~ ..J:C 5o Oa! .... V, "' "' "' _, f.) "' ~ ~ol§ ~ §tii ~ ~ (.!)Bo:::i1 -:::5 E1/i~~~~~~-~ -la"' ~08-' ~ 12§8 8 :Su"' 0 ~gsg!2i~~~ . t,JO: ~ V)Q~:;i: ~ ~ i!:~: Js ~iii~§ iiil;j'-' g a,: ~-::, ~cs~g ~g§~2;~ ~~~~s~!:2"'8 ix! is Iii~§ §li o~ ~E ~ <., <., "' ~ 3:: v,~~~~i~~~il "' "' ~ ~,; (J §~~~§~gia~~~ ~ "!.! d <., i::g !2"' 8 ~ Q.~;:; 5~ ~t; 8f2 15 "'"' ~ 0 l.:J ~"' .... :, if]iE i!:"' cicil Q i!: i'S i!:g V, ~f2 ~Dl V, 8: ~ 0 ~ C.) ~ ~ G... ...... ~ ~ a ~ u ~ ~ ~ O:::; • . :.i .. oil:: i;..; ~(/J ~~ ~ l() ~ r.i C!i ...... /~~ ~~~~ 0... (.!, " :.-; h~~ss r:t: r:t: Cl) ~{~~ Cl) .... OJ::,..;- ~~c,.,h ts~e::~ ::s.. ::c: 0 r.. ~ [/J (.,) ~ e-; ~ (.!, ~~~~ ~ o-i· ~"' 23~ oO ...:i e:: (.,) ~ ~ I() I() "' ~ I (',j I() OJ ,...., N ,.-, "' I() ON OJ '-' "' ·:W >>-w< "'0 t;i w :c V) I i I I I I r I ' II II ' i I f I ! ' I ! I I, ' I I I 1 ' NOTE: EXISTING CULVERTS ALONG S.E. FRONTAGE SHALL BE RE'MOVED. 180TH STREET EX SSMH/ RIM=479.60 CTR. CHANNEL IE=473.76 CBl POWER POLE AND SIGN TO BE RELOCATED EX SSMH ....... I ~i --~~ RIM=481.47 ""l ~ CTR. CHANNEL IE=475.57 ~ ~ FRONTAGE IMPROVEMENTS ALONG 116TH AVE S.E. DTL 2/2 CB2 RELOCATE FHY SIGN, MAILBOXES, AND POWER POLE BEHIND SIDEWALK £>, ~~ ""I~~ 1-~ ' I EX CB _14· I RIM=482.60 ' ---- 12" CONC. E. IE=480.81 . 12" CONC. s. IE=480.86 I I •• CB SCHEDULE TYPE RIM INvl::RT COMMENTS CBl 1 479.93 477,93 GRATE CB2 1 481.99 477.30 GRATE CB3 1 479.50 475.00 SOLID LID CB4 1 476.50 472.00 GRATE CB5 1 476.50 471,54 SOLID LID CB6 1 472.25 467.50 GRATE CB7 2-48" 472.75 467.04 SOLID LID C88 1 471.25 468.25 GRATE CB9 1 471.00 466.10 SOLID LID TAPER 10 TO I 5' ASPHALT PAD SIDEWALK TRANSITION 6.5' SIDEWALK 5' PEDESTRIAN PATH W/ WOOD CHIP SURFACE ,---~- To 0 CB12 CB1 I CB3 -- CB10 2-54" 467.90 459.29 SOLID LID, CONTROL STRUCTURE DTL 1/1 .54' ORIF @ 457.31, .81" ORIF @ 463.06 CB11 1 479.67 476.04 SOLID LID CB12 1 479.06 475.74 SOLID LID CB13 2-48' 467.94 459.21 SOLID LID CB14 1 468.75 463.95 GRATE ---~---- CONCEPTUAL DRAINAGE PLAN FOR JAGDEV GILL SJ--JORT PLAT LOCATED IN THE N. W. 1/4, OF THE N. W. 1/4, OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, KING COUNTY, WASJ-!INGTON W.M., WETLAND BOUNDARY (192± SQ. Ff. OF WETLAND ON PROPERTY) ANU3 ANU2 ANU1 (WETLAND FLAG) TYP PIPE PIPE CB1 TO CB2 CB2 TO CB3 CB4 TO CBS CB3 TO CBS CB6 TO CB7 SCHEDULE TYPE LENGTH SLCi'E 12" DI 126' 0.50% 12" CONC 40' 5.75% 12" CONC 23' 2.00% 12" CONC 44' 7.86% 12" CONC 23' 2.00% N w E s GARAGE---- TO BE REMOVED (TBR) CB5 TO CB7 CB8 TO CB9 12" CONG 12" CONG 99' 4.55% 12' 17.92% -------#2 ---4-1_,$.,E. 1 T. (SUBCO 'R) ____ ~--t- DRIVEWAY, TYP KCRS DTL 3-004 JOINT USE DRIVEWAY DTL 4/2, TYP FRONTAGE IMPROVEMENTS ALONG S.E. 180 ST. DTL 1/2 "" 'r ~ . ~. L PERFORATED TIGHTLINE CONNECTION ~ DTL 5/2 TYP. 20' WIDE INGRESS, EGRESS & lJTILITY EASEMENT C89 CB8 -821:> ·111,: K·i-:AY, (1811) , . -GRi,\cL DRl'/E C El'?) CB10 DTL 1/1 ill w COMBINED DETENTION/WET VAULf 25'X75' INSIDE PLAN DIMENSIONS DTL 2/1 I 5' SIDEWALK 6' CURB -SIDEWALK TRANSITION 5' ASPHALT PAD TAPER 10 TO 1 ~ EX 12" C.M.P. IE=464.13 ----r-...,, ,'8 V· EXTEND 12" RCP TO DAYLIGHT @.31% CB13 CB7 TO C89 12" CONC 50' 1.88% G89 TO VAULT 12" CONC 14' 55.64% VAULT TO CB10 12" CONC 4' 0.50% C810 TO CB13 12' PVC 24' 0.33% CB11 TO CB12 12" CONC 6' 5.00% C812 TO CB13 12" DI 240' 6.89% CB13 TO DA YLIGH 12' CONC 280' 0.31% CBH TO VAULT 12' CONG 16' 35.25% EXISTING CULVERTS TO BE REMOVED (TBR) ffl: 12" CONC. IE=465.63 #2: 12' CONC. IE=469.79 #3: 12" CONC. IE=472.86 //4: 12" CONC. IE=474.28 #5: 12" CONC. IE=476.14 Access cover or doors required. See King County Road Standards for specifications for manholes and ladders. NOTE: BAFFLE MAY BE OMITIED FOR LENGTH-TO-WIDTH RATIO OF 5: 1 OR GREATER B ,__++......,.~-------------+-~/· -ventilalian pipe (12" min.) --.~- I CO NCEPTUJl=L_D~R~'.A~I=N..:..:::.A.:o...,:G<...:::E..___.,_P-='LA=-'-N GRAVEL DRIV[ (TBq) 1" =30' removable watertight coupling or flange plate welded to elbow _ with orifice as specified ELBOW RESTRICTOR 1' min. under pavement &min. elbow restrictor,see detail --+-.J,J,.-" DETAIL pipe supports see Note 6 1.5xD min. 6 outllll pipe frame, grate & solid cover marked DRAIN with locking bolts see note 3 & KCRS dwgs 2-022, 2-023 design W.S. 9 vertical bar grate for secondary inlet ,rr--·---_j-i handholds, steps or ladder see KCRS dwg. 2-006 lnlal ---_i_~,/d='"=i::~~"~.- Pipe invert and elevation per plans C E shear gate with control 12· rod for cleonout/drain 1' section of pipe_..)_-l,i7 2~1- attached by gasketed " .s E (rod bent as required 12' for vertical alignment with caver) see KCRS ' ISOMETfllC NTS: ' t m'in. clea!tmce bond to allow removal restrictor plate with orifice diameter os specified (not needed if for spill control only) ( to any portiorl of frop-T including elb\ws I elbow restrictor see detail ' tie 9$ peie,sdrt ...._..,.....,.... see note 7 2' rrln. i C/ ' Pl A~ VIEW NTS I A N 12" SECTION A-A NTS NOTES: dwg. 2-026 1. Use a minimum of a 54" diameter type 2 catch basin. 2. Outlet Capacity: 100-Yeor developed peak flow. 3. Metal Parts: Corrosion resistonl. Non-Galvanized parts perferred. Galvanized pipe ports to have asphalt treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from lop. B. Climb-down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to hove smooth O.D. equal to concrete pipe I.D. Jess 1/4' 6. Pro~de at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum 3' -0' vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clec,rance as shown. 8. Locate oddilionol ladder rungs in structures use<I os access to tonks 0< voults to allow access when catch basin is filled with water. J frame, grate and locking cover marked drain (typ.) first cell sized for 25% to 35% of wetpool volume 3' min. removable -~1 baffle ~ ="-------75' wetpoci length PLAN VIEW NTS ~ z 0 ;:: z re! .c 0~ 0 'O WQ desi n wl~ ws '°1 r i r-1· ~Dremovable· F baffle ool 11' ladder / Open pipe for wetvoult only. See detention vault for combined water quality/ detention vault outlet F !~ r ~l{l ,IC? F 2' min. I _ --=C2_"9[ -1, F----_ __ __ -·. : gravii~ drain (if grade allows) place ~-=::;:=::;::::, :='=====-------JJ as low as grade allows but must L-1 r--r-------======;===:!J be 6' min. above the base elevation bottom slope 0.5-2% _ SEC Tl ON A-A of vault walls or above sediment toward inlet end storage area overage sediment storage 1' min. (first cell) ~· ------- N TS \_ bottom slope 0.5-2% towards outlet end of second cell (recommended) / ~ access doors or removable panel / I- NOTE: capacity of outlet pipe designed to peak flow for conveyance 5' i. 12" INLET IE=458.31 ' .. OUTL!J ·)~--- 12' PVC, IE=459.31 5% (min.) slope trowel finish ~ I WO design _w_'i_ = 459.f _y_r_~ o·f;. -0 i ~ . _j_ [4' I ---251 min. ----• - SECTION B-B NTS - l i I _J_ first cell sized for , to 35% of pool volume 25% wet 3' min. AVERAGE 1' SEDIMENT STORAGE (FIRST CELL) 2/1, ' COMBINED DETENTION/WET VAULT D'l:L 1 /1. STRUCTURE CONTROL NTS N1)S' LEGAL DESCRIPTION: BLOCK 1, LOT 9 OF NORTHWESTERN GARDEN, AS PER COMMUNITY, PROPERTY AGREEMENT, RECORDED UNDER REC. #9411090755 BENCHMARK:\ NAVO 'BB POINT #(110. 1/B" BRASS PIN IN CONCRETE MONUMENT IN GASP· AT INTE'RSECTION OF S.£:. 1 76TH STREET ANO 116?\ AV£ S.£. ELEVATION: 448.16 U.S.F£ET VERTICAL DATUM: NORTH AME:RICAN VERTICAL DATUM 1988 CONTOUR IN'.fERVAL: 2.00 U.S. FEET ABBREVIATIONS BLC C CB CL co BU/WING CORNER COMPACT CATCH BASIN CLASS CLEAN OUT STORM DRAIN D DDCV DI DOUBLE DETECTOR CHECK VALVE DUCTILE IRON DS D/W £L ESMT FD FOG FF FHY FL H/C IE LF L/S DOWNSPOUT DRl'./EWAY ELEVATION EASEMENT FOUNDATION DRAIN FIRE· DEPT. CONNECTION FINISH FLOOR FIRE HYDRANT FU~GE JO/NT HNIDICAP /NVi:RT ELEVATION L/Nl:AR FEET LANDSCAPING \ LECEN.D:: l l).ESCRIPTION ' ~ STORM SEWER f .\ SANITARY SEWER ! WATER l j I AC PAVING , CONG. SIDEWALK l 1-· c,: • ... ·I [( ,:'::j xx.xx r-- MH MJ OVHD PL R R/W s SQ FT s/w TC TP U.N.O. s w £ N NW SW NE SE SPOT ELEVATIONS CONTOURS ---.50-- PARKING i STORM CATCHBAS/t SANITARY SEWER 1/ANHOLE WATER VALVE ll FIRE HYDRANT ! UTILITY POL£ l DECIDUOUS TR[[ I CONIFER TREE ll GUY WIRE POL£ GUY WIRE i WATER METE/I 1 CULVERT MAILBOX BOLLARD SIGN ·-----,~-~~~•= ~~,~.........,.,~~-,~.~--.,-.=,,,,,._, . .-,-..,,, .. ~-~,=,..,=,s.,.;,r=--,~--, k~----,~ ,.~ --------------- oo~:~~W~[Q) i,,J; 2 0 2006 KC. D.D.E.S. MAIN flLE COPY MANHOLE MECHANICAL JO/NT OVERHEAD PROPERTY LINE RADIUS RIGHT-OF-WAY SANITARY SEWER SQUAR£ FEET SIDEWALK TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH WEST EAST NORTH NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST EXIST/NC EX STOIIM -~-~ _E&_~WER _fL If!] TEii xx.xx r-- ---~50-- (s) mm [',<;) 0 [IJJ ~ ~ ~ ~ ...... •C'r, ~ c::i ~ ~ E,..., ~ ~ C,J • C) (/) ~5 1--1 z z ::i n.. . ::;j ~ i;..,' :zrti -~ t;i:; l.r) :c; kl (.!, &, c.:i :.:; ~ ~~~i;.., 0.. -~ &,~~ti: ~ ~ rt) ~ ,fo :"<: ::r::: ,,. I•~';:,, .. VJ ,,. ..... ,., ... -C') >-: '-< ~ C\l E-, ~ ~ (.!, :c; l:l, ~~ ::,.. C) kl ~ rt) c.i §h~(.!, ;::J ~ C) ~ >..;&-. ~ ~ c,j' ~ C') ~~ c:, C) '-< ~ c.i [;j ~ Ill Ill ~ I "' Ill IX) ....... " t<) "' "' ON ·: ~ > 1-w c( IX) '-' <1> "'0 t:i w ::r: V) (I'\ \1 --.. .. \ --------------------------------____ Ifill_ __ ----------- Ii-------------------------------------------------------------------------.-----. j l,f ., ' .. '}l t-,, r I i 30'·0" 14' 5.5' 10.5' LU i--------_;__c_-------+--""'---l----'-'""-------15 SAW Cl/T UNE 1' I HVARIES REMOVE SHOULDER & f REPLACE W/NEW tt PAVEMENT SECTION "-6! 0.. 2% 1' MIN. SIDEWALK, KCRS DWG 3-001 ~-CONC. VERTICAL CURB & GUTTER, KCRS DWG 3-002 2" ASPHALT CONCRETE 4" ASPHALT TREATED BASE ~-ADDITIONAL TREATMENT MAY SE REQUIRED DEPENDING ON SOIL CONDITIONS SEE si,;c. 4.02 DTL NTS 1 /2. FRONTAGE IMPROVEMENTS • 30' EX. ROW 12' DEDICATION 22' )' 13' LU --------'------------+----'----i----=:'-----15 SAW CUT LINE 1' EX. PAVEMENT WIDHI IES REMOVE SHOULDER & f REPLACE W/NEW tt PAVEMENT SECTION "-6! 0.. ., 2% 1' MIN . SIDEWALK, KCRS DWG 3-001 ~-CONC. VERTICAL CURB & GUTIER, KCRS DWG 3-002 2" ASPHALT CONCRETE 4" ASPHALT TREATED BASE ~-ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC, 4,02 DTL 2/2, FRONTAGE IMPROVEMENTS • NTS 20· -o· ~ ~ ,... VARIES 12' -0' ASPHALT PAVEMENT VARIES ;: ~f----~-----------------+----1~ ~ 3'-0' ~ ~ § 3 DTL NTS ~ 2' MIN. COMPACTED DEPTH CLASS B ASPHALT CONG. 4' MIN. ASPHALT TREATED SASE COMPACTED GRAVEL BASE CLASS A FILL (DEPENDING UPON SOIL CONDITIONS) 3/2, ACCESS DRIVE OF w DETAILS FOR JAGDEV GILL SJIORT PLAT LOCATED IN THE N. W. 1 / 4, OF THE N. W. 1 / 4, SECTION 33, TOWNSHIP 23 NOR1'H, RANGE 5 EAST, KING COUNTY, WASHINGTON 20· -o· 1'-0' :z: ::J 18' -o· ASPHALT PAVEMENT 1' -o· w f---+-------------------1----15 ,... '-' "" ~ ,... V, ~ 3'-o" 2' MIN, COIAPACTED DEPTH CLASS B ASPHALT CONG. 4' MIN. ASPHALT TREATED BASE COMPACTED GRAVEL BASE CLASS A FILL (DEPENDING UPON SOIL CONDITIONS) DTL 4/2. JOINT USE DRIVEWAY • NTS ~ ~ ~ ilLL NEW HOMES SJJALL DIRECT IMPERVIOUS RUNOFF TO PERFORATED STUBOUTS PER DTL 5/2 PRIOR TO CONNECTION TO DRAINAGE SYSTEM " 00 - RANDOM FILL 24" MIN. TRENCH X-SECTION NTS FILTER FABRIC 4' PERF PIPE 1 1/2' -3/4" WASHED ROCK SLOPE - ; PLAN VIEW OF ROOF NTS TO ROAD DRAINAGE SYSTEM 2' X 10' LEVEL TRENCH W/PERF PIPE DTL 5/2 PERFORATED TIGHTLINE CONNECTION • NTS W.M., • ~ ~ ~-{(JJ ... ~ ~IQ ~ ri.i (!,~ ~~~~ ll.. ~ (!, -~ V'J ~~~5:i Q -~Ctj !-4 ~~~~ ~ .. ~ ~ " ..... ~~~~-e-.; ~ ~~~~ ::.. 0:: c:, kl ~ Ct) (.) ~~~(!, ~~o~ .... e-;. ~(') ~ C'I) li~ c~ "-< t ~ ~ 'x' • C (0 ... ...., ~ U1 I() I() <'I c:: -u.J ~ ~ z I -N z I() ·: ki j !!l, ~~ N .-, o:'. Q ., I() a.. ON 00..., a, .... .. ~! <'I E .... • -0 Q >--(,) z O • <'I t.,J ~ :: :,,:: Cl) E § • 00 .. ..,. -E 0 0 " :t: -I '-II) '!lo -0 ·~~:.;<= ~o'5:'J~ 0 .:.i .. ;c • 00 )-Cl:) ..J .._.,_ m . ~ I < -::ll Cl ~ >-I Lu z Lu:,,::" LJ .... (.) !:4j 0 0 l,J<( :t: 0 z ,..., () (I) II) "6 ..,. g o, v 0 § 00 ~ I ~ N II) "'+ !!l, ., <t8 It') >~ N '-' co ~: zo ~z <m 0:: 0 Cl'"') ri, 1 ! 1 1, ~4' 11(i1 I ' i\( I _____ IL ------'- 1-··--1V_0_1_';;----·-------~-------·--- EXISTINC CtJlVERfS' ALONG S'.E. 180Tff STREET FRONT'ilCE ,S'HALL DE REiHOVE'D. COJ,TCEPTUAL DRA.IJ\TAGE TAPER 10 TO I 5' ASPHALT PAD SIDEWALK TRANSITION 6.5' SIDEWALK IO' WIDE DliAINAGE & PEDESTRIAN WALKWAY EASEIAEflT OF JAGDE'V GILL ,c;HORT PLAT !JV THE' N. vV. 1 /4, OF TJ-IE N. VV. TOV11NS'J-IIP 23 NORTH, RA1VGE 5 !(ING COUNTY, PVASfIINGTON FOR LOCATE'D SECTION 33, "f \ @ EX i:il.lH / RIIA=•,79.60 7 &, CTR. CHANNEL IE=473.76 \ 5' PEDESTRIAN PATH 15' WIDE DRAiNAGE & PEDESTRIAN EASEMENT 'N/ WOOD CHIP SURFACE IE=475.5 PIPE END WETLAND BOUNDARY ( 192± SQ. FT. OF WETLAND ON PROPERTY) r I' DITCH TO BE l,ELOCArED -~ . ··-"\;-·. . . ' I DTL 4/2 _\f: · ·1n 1 Jffir -CT · · -\~~ , _·il-/ 50' WETLAMD GUFFER r :~=A=N=U4±:.:::....::c1''-'r~-A=N=U-3-· -~-::;-~====!~, EX SSIAH f/111=481 Al FRONTAGE lf.lPROVEMENTS ALONG I 161H AVE SE. / OTL 2/2 ...,/ rffLOC,;T[ FHY SIGN AND POWER POLE ca, ii i I \ I 15 ~a, ) ~~ , GARAGE TO BE REMOVED (TBR) 20' INGRESS, EGRESS & UTILITIES EASEMENT ', i (1) 111·: 11 I \ \~ "'-CB2 I ··.,, \ \ . I ·,<'~ DITCH BOT AND -~l -: II . 1 . SIJALL x··. ..... . ~.::':""·~_CB lllM = 467.7 _\ • _ _J,J ,L,· \ WALL --...__' · ~ , · l'I ·, z _I . • ,, ~ I ' I_ I ~t=. ·1. LO: AS REQ'D ', "'~ ------........ --.. ' -1 \ i =------ ,! · 11 ~?, \ oC: i:' SU. 'I CT ' I ' ... '•.'/ . ,-·~ --·r ~\~-: . .:...:---, ~n~~ 1.5' TYPICA-:]/ / , I Ii ,r---~' i· ANUI (WULAN D FLAG) TYP 1/4, E'AST ' W.M., N s SITE TL #6196600180 11620 SE 180TH ST 98058 VICINITY MAP EIEHINO SIDEW.;L,< \ i .. 111,i; I' 'I •• ·':ii ' I If I-CB3 T I~ CB""7~-· ----i"c"'.11!'·\'··.: .. ,fl Ff··· I I ?'.~ l =--.. ~-;;. =lJ ·• j 1 ... r ' i I \ic:~: '. :, I( ''i' .· IE=470.0 / "' I ·1~ ; ~i,) , EXISTl~IG CUL \/ERTS TO BE REMOVED (TBR} CB SCHEDULE PIPE SCHEDULE <\'' I ['-•r-',>T '' -, ,, I I '_, I ' ,,-,. .y_ r:L 'v' ., ,.,, J9b2c ' \ ctD. l <1.I \\ \\ . /8' i's· 11 2% rr , J\11 , \ · 1 1 -2% .:::-· · \ . __ 2_%_.. . • • i• .. ~-]..,·, _1 I ' -',\_ ~\ .. \'-\,-- ==-' C -L'====c=~c=====~ '4 \ -_\_ -------r ' ' ' '. -,;- •c CBS DTL 2/1 CB9 COMBINED DUENTION/WET VAULT 25'X75' INSIDE PLAN DIMENSIONS DTL 3/1 I 5' SIDEWALK EXTEND 12" RCP TO OMLIGHT @.3% C810 /II: 12" CONC. IE=465.63 //2: 12" CONC. IE=469.79 //3: 12" CONC. IE=472,86 1/4: 12" CONC. IE=474.28 1/5: 12" CONC. IE=476.14 Access cover or doors required. See King County Road Standards for specifications for manholes and ladders. NOTE: BAFFLE MAY BE OMITIED FOR LENGTH-TO-WIDTH RATIO OF 5:1 OR GREATER CBI CB2 C83 C84 CB5 CB6 CB7 CBS CB9 CBID B TYPE RIM INVERT COMMENTS PIPE TYPE LENGTH 1 479.96 476.16 GRATE CBI TO DITCH 12" CONC 24' I 467.70 464.19 GRATE C82 TO CB3 12" PVC 34' 2-48" 470.00 464.08 I SOLID LIO CB3 TO CB6 12'' CONG 20' I 471.75 468.55 GRATE CB4 TO CB7 12" CONC 47' 1 479.05 474.07 SOLID LID C86 TO C87 12" PVC 18' 1 469.00 464.D2 GRATE C87 TO VAULT 12" PVC 10' 2-48" 470.10 463.96 SOLID LID VAULT TO CB8 12" PVC 5' 2-54" 467.50 459.31 SOLID LID, CONTROL STRUCTURE DTL 2/1 C88 TO CB9 12' PVC 11' .54" ORIF @ 457.31, .81" ORIF @ 463.06 CB5 TO C89 12" CONG 245' 2-48" 467.50 459.27 SOLID I.ID C89 TO CBIO 12" CONC 13' 2-48" 467.65 459.23 GRATE C89 TO DAYLIGHT 12' CONC AS REQ'D LEGAL DESCRIPTION: ' BLOCK 1, .LOT 9 OF NORTHWESTERN GARDEN, JOINT USE DRIVEWAY DTL 5/2, TYP ACCESS DRIVE DTL 3/2 sc----~~-------------1--~ ventilation pipe (12'' min.) AS PER CQMMUNITY PROPERTY AGREEMENT, RECORDED i/NDER REC. #9411090755 ' ' ,., ALL J,[E'PV HOJYJES' SHALL ROUTE ROOF RUJ\TO]I'F' TJif?.OUGH DTL 1 /1. level outlet FRONTAGE IMPRO\/EMEMTS ALONG S.E. 180 ST. OTL 1/2 C,OJVCEPTU.AL 1" =30' plate welded to elbow with orifice as specified D Rii f 1'!.1.Ll C E1 1' min. under pavement ' ·;[ , Ii PLAN . - elbow restrictor,see detail* I -~4. . frame, grate & solid cover marked DRAIN with locking bolts see note 3 & KCRS dwgs 2-022, 2-023 ! design W.S. ::'. I i I 1 vertical bar grate for secondary inlet see Note 6 .-.·-. I odder see KCRS I _J removable baffle ffi . ffi L ___ _ · ···· 5 x 10' grate over second cell (may be provided by a grated 5' x 10' access door or anel 75' wetpool length · frame, grate and PLAN VIEW B locking caver marked N TS !add~ A for vaults ;,1250 s. f. provide a 5' x 10j access door or removable panel over lowest portion of vault --"v" shaped bottom --, OUTLET , Open pipe for wetvault only. See detention vault for combined water quality/ detention vault outlet I drain ( lyp.) f;:::1-'-~lt :~~~~~~:~~~~~~~~~~~~~~~~~~~~~_=-,,/~ I -----~--- ~I ··---~ BENCHMARK: NAVO '88 POINT #2110, 1/8" BRASS PIN IN CONCRETE MONUMENT IN CASE AT INTERSECTION OF S.E. 176TH STREET MD 116TH AV£ S.E. ElEVAT/01. 448.16 U.S.FEET VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 CONTOUR INTERVAL: 2.00 U.S. FEET ABBREVIA7'IONS I BlC C CB Cl co BUILDING CORNER~ MH MANHOLE I COMPACT MJ MECHANICAL JOlljT CATCH BASIN OVHO OVERHEAD : D DDCV 01 CLASS '\, PL PROPERTY LINE CLEAN OUT ', R RADIUS STORM DRAIN '-._ R/W RIGHT-OF-WAY DOUBLE DETECTOR CHECK VALVE S SANITARY SEWER DUCTILE IRON '-._ SQ FT SQUARE FEET DOWNSPOUT ,,s;w SIDEWALK DRIVEWAY TQ TOP OF CURB SLOPE 2.75% 0.32% 0.30% 9.77% 0.33% 56.50% 0.00% 0.36% 6.04% 0.31% 0.30% FLBOW RESTRICTOR DETAIL NTS pipe supports ._ • [ 1 handholds, steps or 1 _5 xD dwg. 2-006 ---1...,jmin. ~f-2"min~ ~ ~I~ w,~ 0' fr OS D/W El ESMT m FOG FF FHY Fl H/C IE ElEVATION TP· TEST PIT EASEMENT U.N:0 -UNLESS NOTED OTHERWISE FOUNDATION DRAIN S \ -SOUTH rnin---J slope--~ small catch basin or yard drain ~-___.r;= ;:, ;;... ;;.o ;... ,....,,----,,,---.,-,----,..-,---- ----------.---E'J--j ,... 25-Foot vegetated:: § ~~I::'.'.'.' },':9;:1,:n~ ;:'. ~700 sq. It >700 sq. it. Simple ID-foot trench Type I CB I 1-·-·$-- . I ----------,...., ____ -------------------------,....,_,,....,,....,,....,_,__,,....,,....,_ ~ :::: ::: ::: ::: ::: ::: :=: :::: :=: :::: g 25-Foot vegetoted:: I ! ! __ ___J F Flowpath Segment ::'. ,-,~--------,...., ,-,----------!'.,...., --,....,,....,,...., ,-,,-,,...., - F ---------- ,...., _____ ----E,...., ______ ,....,_,...., ~.,.~,----, . ....,,....,,----,_.._,,....,_, ----------Maximum 50-foot trench w/notch board (see Figure C.2.1.D, p. C-33) ( I l t l v" ,, ISOMETRIC NTS '. elbow restrictar -..A " ,/ see detail "., '1 {,~'J'-.-_..--- i r-m'""'' pip, ) ~-r ,=__,_1-1 .. ,.,~ _1_0_W,., "'" I & D _ JIit'~ P,p, invert and elevation ~r§:7 -~ __ IL shear gate with control per plans -rl ~ f 12" rod for cleanout/Jrairi 1' section of pipe , ~ ::.__ '~ ---(rod bent as required attached by gusketed i .~ 12" for vertical al1gn;nent b d t II I E -k with cover) see KCRS an a a ow remova d 2 026 N 12" wg. - V V restrictor plate with orifice diameter as specified (not needed if for spill control only) SECTIO~I A-A NTS NOTES: I. Use a minimum ol a 54" diameter type 2 catch basin. 2. Outlet Capacity: 100-Year developed peak flow. 3. Metal Parts: Corrosion resistant. Non-Galvanized parts perferred. Galvanized pipe parts to have asphalt treatment I. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from lop. B. Climb-down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to h,we smooth O.D. equal to concrete pipe I.D. less 1/4'' 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maxirnurn 3' -0" varticol spacing) removable baffle " 0 , ladder WO design WS '°I j '-· ..... _! j I . l r OUTLET ; f:-1 12'' PVC.._ IE=45931, T 1 , \ g, NOTE: capacity of outlet first cell sized for , 1 Y -~ 1' for WO vaults 2' -pipe designed to peak flow 25% to 35% of F "l's. for combined W.O. for conveyance wetpool volume 1 :...1·~ d - 3' min. , ~ and etentian vaults --~ ... 1:0-c; C 2' rnin. ' " F I ·-··j I gra~it;·dr;n (i; grade allows) place ~-==========--------as low os grade allows but must l.-------------========~ be 6" min. above the base elevation bottom slope 0.5-2% SECTION A-A of vault walls or above sediment toward inlet end ------storage area average sediment storage I' rnin. (first cell) -- - WO -. . design A 4' ... 1--- ' V NTS . ws = 459.31 -bottom slope 0.5-2% towards outlet end of second cell (recommended) .. _ access doors or removable panel A 5' I ,,. r . 25' rnin. _., ___ ,.. _ average 1' sediment storage (first cell) ,---.. _ I / / / ·- - . 5% (min.) slope trowel finish PL.t\N VIE11\i OF Fi'.OOF 1~rs PLAN VIEW NTS 7. Locate elbow restrictor(s) as necessary to provide rninirnurn clearance as shown. SECTION B-B NTS J2J'.[_., _1, / 1-'----"'D O f;if NS POUT DIS P E'R SI ON JVT'S' 8. Locate additional ladder rungs in slructures used as access to tonks or vaults lo allow access when catch basin is filled with water. DTL 2/1.-L CONTROL 1VTS' STRUCTURE DTL J\TTS 3,/1, COJJ!IBINED DETENTION/WET VAULT' ' FIRE DEPT. CONNECT/ON W '\. -WEST FINISH FLOOR E £AST FIRE HYDRANT N ~ NORTH FLANGE JOINT NW -'\.NORTHWEST HANDICAP SW -"'OUTHWEST LF vs INVERT ElEVAT/ON NE N0~TH£AST LINEAR FEET SE SOUTHEAST ,_ LANDSCAPING L.ECEND: DESCRlP7'10N STORM SEWER SANITARY IsEWER : WATER ' AC PAV//,:; l CONG. 51!£'1/AU< :::~O~~rT/ONS i PARKING 1 l $TORM c,rcHBASIN SANITARY SEWER MANHOLE I WATER VALVE FIRE HYO.O~NT UTIUTY P 1LE 'I I OECIOUOU:, TREE I NEIY l?Y':l l / .. i·,'·.:-1 -' 4•· ... - xx.xx r--- 50-- 0 1!11 @ ~ ... .. ,.:.'*"' SEP 1 c' ctJ05 EXIS7'INC EX. STORM ---- [X. SEW[R ----- xx.xx ~ ~~-so---+ 0 IU!D l CONIFER T.(?EE l GUY WIREj POLE I GUY Wlf:E L05S0056 @ J, l WATER MEJER CULVERT 1 MAILBOX \ BOLLARD \ SIGN N C8J 0 [IIJ (/) I() to 0 0::: I() ~ a, w st ~ z I N z "' ·:W <! IX) > >-~ w <( ....J N 1'l Q'. 0 n.. "' I() oN IX) .._,, a, 0 DO C DO (.) 'S' 0 I to N "' I() :a:+ DO ....... C: 0 "' f\\..~~ I() "0 N >-"' ....... "'~\ ~~ r}" ~ <( "' o::o o-, " ' ', - I 30'-0" I 14' 5.5' 10.5'w f-..-------------------+--~~-----=~----~ ..., PAVEMENT SECTION REMOVE SHOULDER & \ REPLACE W/NEW -+-'-+-1:....' "'SA.ccW:::C~U-'--T @FOG LINE .. 2% 1' MIN. SIDEWALK, KCRS DWG 3-001 /:: 0:: w 0.. ~ a. '---CONG. VERTICAL CURB & GUTTER, KCRS DWG 3-002 DTL NTS 2" ASPHALT CONCRETE 4" ASPHALT TREATED BASE '----ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 1 /2, FRONTAGE IMPROVEMENTS • 30' EX. ROW 12' DEDICATION 22' 7' 13' w f-..----------=----------+---'----1----=-----lz ..., REMOVE. SHOULDER & \ REPLACE WINEW PAVEMENT SECTION _ ...... _.,_-1 '~S~AW~C~U~T- e---~~®@IJ:_ _ __'.___j @FOG LINE WIDTH VARIES 2% ~ w 0.. ~ D.. L CONG. VERTICAL CURB & GUTTER, KCRS DWG 3-002 2" ASPHALT CONCRETE D1'L NT.S' 4" ASPHALT TREATED BASE ~--ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SEE SEC. 4.02 FRONTAGE IMPROVEMENTS 20'-0" ~ 4'-0' 12'-0" ASPHALT PAVEMENT 4'-0" ~ :::,l------/..-------------------------1-----j:::, ~ 111TH 2" THICKENED EDGE t; ~ g ~ ~ DTL 3/2. NTS 6' 1 ' 4' 2" MIN. COMPACTED DEPTH CLASS B ASPHALT CONC. 4" MIN. ASPHALT TREATED BASE COMPACTED GRAVEL BASE CLASS A FILL (DEPENDING UPON SOIL CONDITIONS) ACCESS DRIVE 1' f-..----+---------------------1------jw z :::, SLOPE TO EXISTING GRADE USING 2:1 MAX TYP FOR BOTH SIDES OF DITCH WHERE POSSIBLE OTHERWISE PROVIDE SMALL ROCKERY OR KEYSTONE WALL DTL 4/2 DITCH ' 1JJ =1' r:: es 0.. D ff' OF ROAD /SE'CTJONS, DITCH SECTIOJV FOR LOCATED SECTION 33, JAGDEV GILL .S'J-IO.RT PLAT' IN Tl-IE N. W. 1 /4, OF' T'J-IE N. W. 1 /4, TOWNSHIP 23 NORTJ-1, RANGE 5 E'AST, KING C'OUNT'Y WASHJNGT'ON ' SEE DTL 6/2 FOR MORE DETAIL DTL NTS 1'-0" w z :J ti g 5/2. • • 4' • • 4 . . il .... 20'-o" 18'-Q" 2" MIN. COMPACTED DEPTH CLASS ll ASPHALT CONC. 4" IAIN. ASPHALT TREATED BASE COMPACTED GRAVEL BASE CLASS A FILL (DEPENDING UPON SOIL CONDITIONS) JOINT' USE DRIVEPIIAY ~ V, w " 1'-0" ~----1--- -------------------·--------~--·--.. ----.. ·- W.M., 2-FOOT WIDE, 4-T0-6 INCH DEEP, STRIP OF CRUSHED ROCI< fA1tC2%<1•.•· .CROSS. < .< . . . SLOPE ... ·. I I ............. > <oRiVEIVAY ··. ·. < ... SLOPE. . I I I I. I . ... ·.1. . I . I I I I I I I I I / I I I I I I I I I I PLAI~ SHEET FLOW DISPERSION FROM A DRIVEWAY FLAT TO IAODERATELY SLOPING DRIVEWAYS -. 1-· .. w··· UJ•. .·.·.·g: .. · . .".'.'0'.:J, .' . -=--·D .::::...:;~I' L=-----:::c6.,/2., 1VT'S ,S" .. f-IEET .F'LO W DISPE'RS"'ION ---·- -~~ , .. ~ 1:;~1· E·..;' H"'·I 'g:· VJ C) "'"( h"'"~-,; -~. i:,q !:~-.,..! "· , I.() \..) " 1.--,.., r:, ... :~~ i'.".?":j f,i.iC,,{ c.:, v] &-, [,-.. 1 '.::e:; ~ ·q ,. -I "<'.f _. 1.L"i a?. ("-1 ':i:·• i--1 F ·-t G r~ .'-I I 1_-'•1 ,-:t"'~ (.) r· j-!;_t' .. h.._. :·-. C.) ·i ::ti !:·-.. , Q·' ' 1:.---J "t C) .J1:: VJ t"'"'"! ~ ';} C) ~~ r.4 c'·"-~~ fJ ,_ ,--.:; ' . (...,...J >., '" (\~ -I (f) ~-:i .~ [-, ! .. ~ . Q ...-' r":,!,-C.) ~-... s ,11 .... ,j ... ~, ...: ' ' r~·1 '-,i::: C) -· ,,_, r,i ~~(.> h..""1 r~~4 C) C_j £-"* ;,~ C.j r,J f-... 1--.> ·cc >· a c~ f:t1 --~ ... ::; t~ ~,:: v:i q C") ""1 C"J r:·· t-, ! .. ,. '> '"I "l'."'~ u .... .,, () .o {°"' -, , .. J 1...:1 c-~ r::t:; <:.:, ,,1 VJ "" () .-, • 1' I () l <(l ,J X ".I ,., .. ,_, 01 --·! --'1 l,(J l.r""1 (1) -,;1· f'""'1 ! i;:i 'i ! ~ I 1-···, J .... I "' 1() I .c <[ l _j ;, ~!::!, '1' ,:,,! I',.) '; l~.i > 1-- 1_,__J .,1: -f,~..) I C.L ~n I v .11 I·') l.f') I g ,::', l (J') i -;u-t ..:( l~l Ct'. Cl "' :,; ··,~ 1_ /;/ ' _,_ ,.,... r: '1--. ~ :.> a • ···-() o CJJ i ~)'~ I ~ ~; -,-3 (~ ~ t·· t' .. :., C',) ! :-:J _,.., ;:: 1! •• (;) i: f--- ~ ~/ ~·= F ~ (/)lOoti I o::-.;"; ,r_ ~ (/) () H) (id) - )-L, j (~ ·,: ~ ~ I J :--"'-" <J VJ-~-.J. (/} 0 --J () > o .... :.c -~'Q ....J )-(/J L't: -:.t '·( 3 oo Vl :J a::: '"-.,e a ~ t"~"~ : (f) !:;: I LiJ - i !' ·.-l,J Y'.'. l:.i. j\> ld ,_ (.) _J '',, .... { ·,' u ".) 1.1.l 4' ·-cu (J)i "!''c::::, ()V) '·' · r.n ; .,, ,, f :i. '.· D:'. II -f :s ·-·-~ L0 . i:ri ,::::., . ..,,,.~;l_L'I () .-I ' ; ('IJ (.\J 1· c: :'/ t' I z I l"~'"i .. N (.) i: wJ ti U) "' ' ,.~ t""n'~r,' t,((' y·-1 "i--<'r.~,. ,J L--------------------------------------------------------------------------------------------------------------------_J_;:::_ ______________ _ MAIN FILE coPY [§ / ·• 0 a ,u ' ~ ~ / a u " u I , D u / ic, L_. '·< 10.00' ~ \C). I . ; I I '' HOUSE EAVES 1.5' TYPiC/l,L VAULT GKATIN(;:; /1 C 1 A. DR Al 11.J A:Gi:_ h'i CREA f!Of1.J ,: 'Ir,'' ' C ., F' -r l 50/ L ,_)~). . . ( ( 1 ---C.--) S.E'. 1801'fl ,S'T. CD __ LAND s~_ .•. A_P_-_E_<t _R_E_C_R_~_-A_a_r '~ON SP ACE PLAN 32 _.;J SCALE, I/lb'· = 1'-0 NORTI--I REQUIRED RECREATIO,l SPACE 3,10 SQ. FT. PER LOT. GIVING ~ TIMES 3,10 EQUALS l.'350 SQ. FT. REQUIRED AREA. PROVIDED AREA '\~B2• SQ FT I I ' I~ -10' \./IDE DRAI~IAGE & \ PEDESTRIAN V.~U<\IAY EASEMEl~T \ 15' \{IDE DRAJ~IAGE &-I WETLAND BOUNDARY (192± SQ. FT. OF WETLAND ON PROPERTY) :Na 9·3rso··,,LJ \~''·,·.,-~P-"-EDESTRr,,1,! EASE 1 .ME,~T ---·-II --~. ·--- I/_ Joo$~[-lk-~ _ _ _ _ ~ \ ,.,('r,I.' I f·-I-. .· ---·1\ l ---~[__/ -=-= I : -/';,\ ,-.-::--· -.. -.·: I• --- 1 !\ : l01 9 --~- \ i 11 ~· erj " ., I'! [,q ::,_ ~ - 20' JNGRESS, EGRESS ''. (OSI 1 I· & UTILITIES EASEMENT . \ t;:~ L . II' r----r-==ii I' ~~:--. _ 1 _ _ _ _ _ -rr--dr: -----l-__ _ _ _ I ,or 1 • ----.. .r.-. ----. _ · -----. 1-, ~ 1 -I 601 :i+ SQ. fr. -' --.. -"' HOUSE ::': LOT .3 -[~------... --,J-1 ii: ,, ··.·1 LOI 2 ,5440± so. er . . .· . I I l . ·. . . _ 5440± SQ. FT. · · . . . . . . fr I I ' I &1 \ . ·, I --=-J I.OT 5 I :1'·".1· .'\ I \ I Tl~ACT c, .u 9984± SQ 'T I "' ·1·1,",r-r 8 .. 11 DIN'. USE LOT 4 . ·I -, -~--______ _ I I :: .JDlfl I Uol " • ,, I I ·I ' \ 1 1, , " · I ~DRJ.VEI .. /','! 68'10± SO · · -4U0c SIJ. FT 30.0C'' I '' J_:1~1 \/E\v'AY '1 / rFh L' ii ; I 4!JQS_ SQFT. -\ I ',,,,, I f I .... I · L) cm:, • " \ rr-"----oo \' i ~; . ·· .. ::~~ 1-~--r I lA1 \ '""'. ---"':: :r-~---~\.- -,---~-fft?=;;lw""', ~ ~ i ID> (!l Ell ~:~"~~~~,·=·-. =-·.:,-.:·::! :·:· =·=·=, :·,""·~-~=·:· =:-:a;.·~%~·~· :·=._··~c:::--_,~\;,·~, _' ~--'----~~~· 1~··-~~·-~'-'.~==er·<~_.·. '~I]_"_-~·. ~:1~, -~ 8 o T~ ~:;. ~ . '.~~t2C Jb_ I ~ I :0:: 0 SITE OVERVIEW ~0'-0' co h, ~· i c.c , .. .,, NORTH CONSTRUCTION NOTES: CO'lTRACTOR SHALL COM':'LETEL i' FA~IILIAfslZE H-IEMSELVES WITH NE PROJECT AS WELL AS ALL UNDERGROU'lD UTILITIES P~!OR TO CONSTRUCTION ALL BEDS TO BE WEED AND DEBRIS FREE l"RIOR TO SOIL PREPAP-ATIO,. ALL BEDS TO BE b" BELOW FINISHED GRADE TO ALLOUJ FOR TOPSOIL AND r1uc..-CW, 5>'' BEi-OW GRADE IN SOD L..6WN AREA$ IN PLANTING AREAS ADD 4" OF CEDAR GROVE ?060 COMPOST/SAND MIX OR EQ_ TILL INTO TOP rr OF EXISTING SOIL. RAKE SMOOTH A'lD LIC,HTL i' COMPACT. ALSO C0'1FOF'l'1 TO GRADING PLAN AVOID D'STLiRBING MAJOR ROOTS OF EXISTNG TREES 1"1 PLANTER AREAS, IF SOIL IS BENE..6T~ 0" f::',E~OUJ FINISµED C--:RADE, ADD SANDY LOAM SOIL AS NECESSARY AT IN9iV1DUAL TREES, P~EPARE 40" D1A1"1EiER AREA, ADD -4'' OF CEDAR GROVE S.060 COMPOST/SAND MIX OR EO. P:_ANT =ER DE' AIL "S THIS PAGE, r~ruLCf...j WIT/----! 2" OF FIN!= BARK, WATER PLANTS IN WELL. CONTRACTOR 15 RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF T~EiR WORK. PLANT TREES PER DETAIL'S Tl-llS SHEET. PLANT SHRUBS PER DETAIL '4 THIS SHEET BACKFILL i:JIT~ NATIVE SOIL AS AMENDED ABOVE, MULCl-l BE:D& WITf-1 2" FINE BARK JJATER PLANTS IN WELL CONTRACTOR IS RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE CF THEIR WORK. PLANT AT SAME LEVEL AS GROIJ.N IN NURSERY t1ULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN. OR On.lER MATERIAL DETRIMENTAL '0 PLANT GROWT'-1 GENTLY LOOSEN ROOT$ or CONTAINER STOCK :"1-JAT 15 ROOTBOUND PRIOR TO PLANTING FERTIUZE Win-I BEST -PAK& FERTILIZER, AV.Al!... ~lORIZON 42?.828.4:??4 ONE PACKET PER I GALLON, 2 PER 2 GAL. 3 PER S gal, 14 PER TREE. EVENL i' SPACE PACKS AROUND ROOTBALL b-B" FROM SOIL SURFACE ALL PLANTS SHALL CONFORM TO AME.RICAN ASSOCIATION OF NURSERYMEN GRAC::OES AND STANDARDS PROVIDE ONE YEAR WARRANTY STARTING FFe0'1 C::OATE OF FINAL ACCEPTANCE COORDl'lATE ALL WOR,C:: w,rn GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINIMUM 24•• FROl1 CONCRETE OR ASPHALT SURFACES PLANTING 'lJILL REQUIRE SUPPLEMENT AL JJATER THROUGH AT LEAST THEIR FIRST GROWING SEASON TOY TO 8E PARK STRLlCTURE:3 63':l:V~ 'l-10RI.ZON', OR APPROVED SIMILAR PARK OTRUCTURES LOCAL REP., WILDu.:oop PU>,YG:ROUND5, PORTLAND, OR 1-800-81?-152'?! SWIJ',,'.G TO BE GAMETIME PRIM.:'.TIME SWING !2B83 OR APPROVED SIMILAR MUST FIT IN &PACE: INCLUDING SAFETY ZONES SET EQUIPMENT IN CONCRETE FOOTINGS PER MANUFACTURER'& SPECIFICATION&. PRO'/'Di= PLASTIC EDGING BE·,wccEN GRAVEL ROAD/WALKS AND LAWN AND PLANTING AREAS ---------ADJACENT CONCRETE OR GARDEN BED -~~-------6" IJJIDE BY 24" CONCRETE CURB, SACK FINISH, 3,e>00 P51 CONCRETE 112" RADIUS AT TOP EDGE. 2 •:lORIZONTAL REBAR •4. VERT. REBAR 24" OC. R::BA~ TO f-lAVE 2" CLEAR ~--------FIBAR 300 SYSTEM, 12-16" COMPACTED DEPTl-l MIN. FIBAR -INSTALL TERRAFLOW 100 b" DRAINS b' O.C. UNDER FILTER FABRIC INSTALL FIBARMATS BENEATH FIBAR UNDER SWINGS AND AT THE END OF 5LIDES REQUIRED DEPTH OF FIBAR TO BE MARKED ON ALL EQUIPMENT UPRIGHTS TO PROVIDE INDICATOR WHEN FIBAR NEEDS BE REDISTRIBUTED OR ADDITIONAL NEEDS TO BE IMPORTED TERRAFLOW 100 6" DRAIN.I TYPICAL. CONNECT TO HEADER PIPE 5/8" MINUS CRUSHED GRAiEL. COMPACT TO%%. 11" THICK AT NORTH END, SLOPING DOWN AT 1% TO "THICK AT SOUTH END OF FLAY AREA, COVER GRAVEL WITH FILTER FABRIC ~-----COl·IPACTED 5UEJ6RADE ND/OR TOP OF DETENTION vAUL T ------e,' TERRAFLOUJ 100 HEAD~R DRAIN. WITH TWO 1•• DIAMETER CLASS 200 PVC OUTLETS. SLOPE AT I>, TO OF FIFE ALL EQUIPMENT, FIBAR, D AINAt;;E. AND CURBS TO BE INSTALLED PER MANUFACTURER•S SPECIFICATIONS ®PLAY AREA SECTION OUTLET. CONNECT TO NEA1 Eli' CATCHBASIN. PROVIDE GALVANIZED WIRE MESH RODENT SCREEN AT END I NOTE, TREES SHCJJN ON THIS SHEET ARE FOR REf'E'<ENCE ONL i'. SEE STREET ffeEE AND SIGNIFICANT TREE PLAN Sl-lEET L2 AND L3 \ I // -" -. - / ' I/ \ '- C) QU,2-,NT_ 12~ -- 4, ' 3, I ! I Si-lisU!3S ,--- ' I I ' i SCII--IEDULE F BOT AN I CAL NAME IAMELANCHIER SNOW CLOUD -- CALOCEDRUS DECURRENS ' I I PINUS CONTORT A ---- I T COMMON NAME I SIZE ~ f I SNOW CLOUD S<=RVICE BFRRY 3" CAL I INCENSE CEDAR B' - 5f-l0Ri= Fl:'!E 8' i • i REPLACEMENT TREES. MUST BE 3" CALIPER FOR CONIFERS, PROVIDED TALLER TREES T>-IAN B' IF NECESSARY TO MEET 3" CALIPER REQUIREMENT. LAWN, HYDROSEEDED LAU;N, RAPID LAWN Bi' BRIAR GROUP OR EQUAL OR. PREMIUM RYE SOD. AT OWNER'S OPTION EXISTING SIGNIFICANT TREE TO REMAIN ,~:·/., EXIST!NG SIGNIFICANT TREE TO BE RE,'10VED r, / t•, ' •, C QUANTITY <I!. GAMETIH,C: "2801~ PICNIC TABLE, SET IN CONCRETE FOOTING PER MANUFACTURER'S SPECIFICATIONS. SET 1.EVEL AVAILAB~E AT 51T!::LINES 1-800-23S>-2440 QUANTITY rn. GAMETIME '40bb STRAIGHT LlcG BENCH, WITH FIR SLATEo, GALVANIZED METAL, SET IN CONCRETE FOOTl"G PER MANUFACTURER'S SPECIFICATIONS. SET LEVEL AVAILABLE AT 51TELINES 1-500-235-2440 NOTE ALL EQUIPMENT SHALL MEET AT A ~I NIMUM THE CONSUMER PRODUCT SAFETY STANDARDS. WALKUJAYS SHALL BE ,'JOT STEEPER rnAN s·c AND $HALL BE OF MATERIALS THAT MEET THE AMERICANS WITH DISABILITIES ACT •OR ACCESSIB'LITY FORM 2' WATER BASIN \ TOP OF ROOT CROWN '-.'"-1.--'=:::'./~e,-------------==----------BARK MULCH PER SPECIFICATIONS PLANTING HOLE ' TO BE 12' WIDER KEEP MULCH 1-2" AUJAY FROM STEM OF PLANT EXloTING SOIL, DEEPLY SCARIFY AT SIDES OF PLANT POCKET BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROUJN IN HUR&ERY FIRM BACKFILL IN PLACE AND WATER IN UJELL THAN ROOTBALL FOR SHRUBS AND 8" UJIDER THAN ROOT!3ALL FOR GROUNDCOVERS DEPTH TO BE SAl1E AS ROOTBALL OR 12' UJHICH EVER IS GREATER G SHRUB PLANTING DETAIL N.T.S. '~SECTION --·, o' ' I" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH ST AKE AND TREE 2" DIA_ UJOOD STAKES LAYER OF MULCH PER SPECIFICATIONS FORM 3" WATERING BASIN AROUND TREE EXISTING SOIL PEEL BURLAP BACK FROM TOP OF ROOTBALL BACKFILL PER FLANT NOTES SOIL BENEATH TREE TO BE EXISTING SOIL OR COMPACT SOIL TO 8$% MAX. DENSITY TREE PIT TO BE Tl-lREE TIME$ THE DIAMETER OF ROOTBALL SET 6TAKE6 PARALLEL TO ADJACENT 6TREET STAKE OUTSIDE OF ROOTBALL SET TREE I" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL N.T.S. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT _')'\ J _5udlM14rn __ ..!.~l BUCHANAN CERTIFICATE No. 513 EXPIRES 1 0/30/07 PROJECT NAME GILL Sf-JORT PLAT KING COUNTY, WA SC? J. REVISION DRAWING TITLE PRELIMINARY RECREATION SPACE PLAN ] 05S0056 DATE JULY 28, 2006 DRAWN BY N.B. CHECKED E3 Y REVISIONS ~ ~REE STAKING DETAIL / CTION () :,_ ___________________________________________________________________________________________________________________________ _,_s_H_E_E_T_I o_F___;',----;.,;17""'"". ___ ..., \11\AIN fl E COP a 0 0 ru CONSTRUCTION NOTES: . , CONTRACTOR S!-IALL COMPL.En-:L y F,AHILIARIZE n.JEHSEL VE$ WITl--t Tl-IE PROJ:::cr AS WELL AS ALL UNDERG~OUND UTILI flE.:, PRiOR TO CON3'R'JCTIOi'1 ALL BED$ TO BE IJJ~ED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL BEDS TO BE &" BE~OW FINISl-!E~ GRADE TO ALLOI.U F=OR TOPSO L AND 11ULCl--t, 5'' BELOW GRADE I~ SOD LAWN AREAS IN PLANTING A.RSA$ ADD 4" OF CEDAR GROVE 5'0/50 COMPOST/SAND MIX OR EQ. TILL INTO TOP 12" OF EXISTING SOIL, RAKE SMOOTH AND LIGHTLY COMPACT, ALSO CONFORM TO GRADING PLAN AVOID DISTURB,NG MAJOR ROOTS OF EXISTING TREES IN FLANTER AREAS, IF SOIL IS BENEAH-1 :O" BELOW FlNISl-lED GRADE, A:JP SANDY LOAM SOIL AS NCCE5&ARY ~ EXISTING S1GNIFIC.4NT TREE TO REMAIN ~ EXIBTING SIGNIFICANT TREE TO BE R::'.MOVED fay i REPLAC:;MENT TR=E PLANT SCHEDULE TREE RETENTION REOUIREr1ENT O 20 TREES PER ACRE . SITE EXCLU91NG SENSITIVE AREA AND BUFFER, AND RIGHT OF IJJA'l' DEDICATION IS .11 ACRES. 20 X .11 GIVES 14.2 TREES REQUIRED TO BE RETAINED. TREES Tb, Tl, T8 AND T'l WILL BE RETAlclED OUTSIDE oF· THE WETLAND AND ITS BUFFER. TREE T'l COUNTS AS TWO TREES FER CODE BECAUSE IT IS OYER IB" IN DIAMETER THIS GIVES A TOTAL OF~ TREES RETAINED. REQUIRING REPLACEMENT OF '3 TREES. NINE TREES AT 12" CALIPER PER CODEC.IVES l0B" OF REPLACEMENT CALIPER REQUIRED. TREES AT 3" CALIPER COUNT AS b", GIVING A REQUIRED IB REPLACEMENT TREES PROVIDED REPLACEMENT TREES 1'3 -3" CAL!FER TREES, COUNTINC. AS 114" SEE SHEET LI FOR LANDSCAPE AND RECREATION SPACE FLANS, COORDINATE ALL UJORK BETWEEN FLANS. AT INDIVIDUAL TREES, PREPt,RE S' DIA'"CETER AREA, ADD 0" OF Cc'DAR GROVE S0/S0 cor-lPOST/SAND Ml;; OR EQ. PLA'iT PER 9E7 AIL 'S SHEET L3, t1ULCH WITH ?" OF FINE BARK, WATER PLANTS IN WELL. CON'!'RACTOR lo RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK. PLANT TREES FER DETAIL 61 sheer. 13 BACKFILL I.U!TI-I NATIVE SOI~ AS AMENDED ABOVE, MULCI-I BEDS WIT~ 2" FINE BARK LUATE:R PLANTS IN WEL ... CONTRACTOR 16 RESPONSIBLE FOR WATERING UNTIL FINAL ACCC:PTANCE OF n~EIR WORK. 0 QUANT. BOT AN I CAL NAM-' - i,, AMEL.ANC~IER SNOUJ CLOUD -_l 61ZE COMMON NAME r-- SNOW CLOUD SERVICE BE~RY 3'' CAL I I PLANT AT 5Al'1E LEVEL AS GROUJ:--.1 IN NUR&='.RY ~ ':.j., CALOCEDRUS DECURRENS INCENSE CEDAR 8' MULCH TO BE FREE OF GARBAGE AND WEE9S AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHC:R MATEIRII,'. DET,RIMENTAL TO PLANT GROJJTH \ I 1,. :::: . ,:: ' FIRE HYDRANT OR UTILITY POLE GCNTL Y L005EN ROOTS OF COHTA!NER STOCK Ti-+AT IS ROOTBOUND PRIOR TO PLANTING FERTIUZE WITH BEST-PAK& FERTiL!ZER, AVA 1L. I-IORIZON 425.B28A?S4 3, fF,1t--.uSCoNTO_RT A ~ .. is~ORE PINE 8' ONE PACKET PE:~ 1 GALLOhl, 2 FER 2 GAL, 3 PER? gal, 14 PER TREE.EVENLY SPACE PACKS AROU:'\D ROOTBA .. L 0~8" FROM SOiL SURFACE r ' ' -·-----, ALL PLANTS SHALL CONFORl4 TO AMERICAN ASSOCIATION OF NURSERYMEN GRADES AND ST AND ARDS PROVIDE ONE YEAR UJA,RRANTY STARTING FROM DATE OF FINAL ACC:oPTANCE I LEGEND: COORDINATE ALL U.ORK WITH GENERAL CONTRACTOR PLANT GROUNDCOV'cRS A MINl!'IUM 24" FROM CONC.RETE OR ASFHAL T SURFACES PLANTING WILL REOUIR'c SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON IF TREE 15 CLOSER Te!AN S' f.lORIZONTALLY, FROM UTILITY PIPING OR PAVED SURFACES, INSTALL A 8' BY 24" Sf.lEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOF OF SOIL SURFACE, BELOV MULCf.l LEVEL. SET AGAl'iST ADJACENT PAVED SURFACE OR NEAR VICINITY O• UTILITY PIPE. USE SHAWTOUJN INDUSTRIES SM-20 Se!EETING O,R SIMILAR PRODUCT, AVAILABLE NORTHWEST LANDSCAPE SUPPLY I-B00-303-'l325. COORDINATE FLJ,NTl"'G WITS! NOTES FOUND ON SHEET L3, IF THERE IS ANY CONFLICT BETW:oEN THE NOTES, PROVIDE FOR Tl-IE MORE STRINC£NT REQUIREMENT. wETLAND BOUNDARY 092± SQ, FT. OF WETLAND ON PRDPER.fY) I I I I 20' !~!GRESS, EGRESS \ DECIDUOUS TREE CONIFEROUS TREE r1 16" ALDER r2 14" FIR T3 20" COTTONWOOD T4 15" COTTONWOOD T5 12" COTTONWOOD T6 12" & 14" COTT0f1W00DS r7 16" COTTON WOOD T8 16" COTTONWOOD T9 20" OAK no 16" JUN:PER T11 16 & 12" JUNIPERS T12 2f' CEDAR T13 22" FIR T14 12" JUNIPER 115 11" & 16" JUNIPERS T16 2 15" JUNIPERS T17 15" MAPLE T18 8" DECIDUOUS TREE T19 12'' ALDER f20 15" COTTONWOOD f21 12" ALDER T22 12'' ALDER & UTILITIES EASEMENT I ~J/ . . All· /_. 50' w[TI_AND _J 7i ·, 1 DUFFER -:o:s~----[!;~,-J---~\ ~ / -- II CD SIC,NIFICANT TRFF Rl=TENT!ON AND STRFET TRFE PLAN 0 1S 30 60 ' ' '' ' '' """"''""'"'~ ' ·~ f.ijj;JtJ'fy1\s•l:il'.:'.'.::'. \Ii rt >ff:<!·•!i· pJw.?.iiiFrf1liJfj SCALE: I" , 30'-0" EAV'S 1.5' TYPICAL \. I \I ~~-~015 I' / ~""~;~'@ I\ ® NORTl-1 I I I I I \_01 FOl r LUMINAIRE ~ I NOTE 1.-~-~ SIGNIFICANT TREE ltETENTION NOTES: KCC 21A.38.230 (S0-220) "' Pursuant to KCC 21A.38.230 for the applicable canmunity plan an approved SignificantTree Retention Plan is on file with K.ing County Department of Development and Environmental Services (DDES) Records Center, on sheet L2 & L3 of the approved engineering plans N u1nber ______ , and Activity Number I 05SOO~fi All lots within this plat contain trees that must be retained per said approved Tree Retention Plan. (These trees are both replacen1ent trees and existing trees to rernain, Any proposed clearing, grading or construction activities that will ( or may) i1npact a significant tree within said lots must be reviewed and approved by I(ing County DDES Land Use Services Division and/or successor, for compliance with said Tree Retention Plan. The current landowner and future landowners shal maintain and protect said trees and secure permits as required to perform any maintenance and/or security activity such as hazard tree re1nediation, e1> The permit applicant shall deterrnine that the final tree retention plan does not include significant trees unable to survive 1norc than ten years after the date of project completion. " Significant Tree Prolection: 1. Prior to any clearing all trees to be retained shall be flagged. 2. Prior to grading and throughout constructions, a temporary chainlink or plastic net fence shall be used to identify the protected area of any significant tree designated for retention. The height of such fencing shall be adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the protected area, The size of the protected area around the tree shall be equal to one foot clian1eter for each inch of tree trunk dian1ctcr n1easured four feet above the ground. 10 At no tin1e during and after constn1ction shall the following be permitted with in the significant tree protection area: (a) impervious surfaces, fill, excavation, or storage of construction materials (b) grade level changes, except in Ii1nited circu1nstances where proposed i1nprovements using permeable 1naterials are determined by an arborist to be non-detrimental to the trees root system, " Significant Tree Maintenance: (a) All significant trees shall be maintained for the life of the project including 1nonitoring (b) All significant trees shall be pruned and trimmed as necessary to 1naintain a healthy growing condition or to prevent prirnary limb failure. This requirement shall not be interpreted to allow: ( l) topping of primary sterns (2) pruning that results in the loss of20 percent of vegetative 1nass (3) cutting of major roots, except in preparation for transplantation or as deemed necessary and/or ac'ceplable by a certified arborist ( 4) With the exception of dead, diseased or dan1aged trees specifically retained to provide wildlife habitat; other dead, diseased, darnagecl or stolen planting shall be replaced immediately or the next planting season if the loss does not occur in a planting season. Note: All tree's to be ren1oved, pruned, or lilnbed from public right of ways requires a right of way use permit from the appropriate public agency and needs to be secured and sub111itted to KC DDES prior to any clearing in these areas. (Contact Bernard Thompson for clearing in J(ing County Right of rVay at telephone nu,nber 206 -296 -0887 or e,nail bernard.thompson@u1etrokc.gov. I~ B+ 15' MIN. 50' MIN. ~ PLANTING STRIP 50' MIN. ~~~ ~ 0 I 10' MIN. I NOTES: 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLJ\NTING STRIPS WILL BE APPROVED ONLY AS PART OF A LJ\NDSCAPING PLAN IN WHICH fJLANT MAINTENANCE, COMPATIBILITY WITH UTILITIES, AND TRAfflC S1\FETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A MIN. DISTANCE FROM CENi'ER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURI'> SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC, C. IN CASE OF BLOCK-OUlS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RE.SIOENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH t.-lETRO SERI/ICE PLANN!NG. PHONE 684-1622. 4. SEE SEC. 5.03. STREET TREE STANDARDS NTS SIDEWALK NEXT TO VERTICAL CURB VERTICAL CURE! LINE AT INTERSECTION <I) +J \) Q) +J _c \) L <[ +' Q) Q) Q) D.... !:; LI) ro <J) (}.) \) .£ 01 <I) +' ' "G 0 <ti C (/,.) =3 f('j . ' _Jill Q) ·- <[z ~ I r <ti ~ 't Q) -<J) STATE OF WASHINGTON REGISTERED 'ct Cf'\ r Cf'\ ~ "' ~ I ll) "' "' ll) ~ I "' ~ll) ~· "'~ Q) ~ <:: C) X .£ [\J Q._4- • _'n~oc~J::~- ..!...1~f1L BUCHANAN CERTIFICATE No. 513 EXPIRES 10/30/07 PROJECT NAME GILL Sf-lORT PLAT KING COUNTY, WA DRAWING TITLE STREET TREE ' SIGNIFICANT TREE FLANS DATE JULY 28, 2006 DRAWN 6Y N.6. Cf-lECKED 6Y REVISIONS L2 SI-IEET 2 OF 3 @ ::1L-----------------------------,-----------·---------------------------------------------------------------------------------------------------------------------'-----------------' lll!AIN FILE COPY ' ! ' I I ' i I i --.----" -~------------------~-----··---~~- ru '-' ~ PLANTING SPECiF'JCATJONS FOR INDIVIDUAL TREE'S: PART 1-PLANTlNG SPECIFICATIONS General Conditions "' Landscape contractor/Developer shall verify that plant installation conditions are suitable within the planting mTas. Any unsatisfactory conditions shall be corrected prior to start of work. When conditions detrirnental to plant growth are encountered, such as rubble !ill, adverse drainage conditions, significant vegetation, or obstructions, the landscape contracto1-/dcveloper shall notify I(C DDES prior to planting. Beginning of work constitutes acceptance of conditions as satisfactory. ., Plants installed in Lmdisturbed areas shall be integrated with exisling native vegetation, and planted in a randon1, naturalistic pattern. LOCATE/ST AKE/V!EJRIFY PLANTING AREAS <ll Landscape contractor/Developer shall field locate, stake, and verify planting areas and configurations prior to planting.This shall approximate what is shown on the DDES approved Significant Tree Retention plan. All revisions/changes shall be pre-approved by DOES and documented for recording at final plat approval. APPROVE PLANTf:o/G LOCATIONS AND SPACING o Planting locations shown on planting plans are approximate, based on anticipated site conditions. Actual planting locations rnay vary from those shown due to final site conditions and locations of existing vegetation. Nevertheless, any variations fron1 the planting plan will require prior approv,tl by KC DDES. e Significant tree spacing shall be a minimum of fifteen feet ( 15' for non-street trees or 40' on center for street trees) or as stated on the approved planting plan. Spacing shall be adequate to allow significant tree's room to expand through the future years. PART 2-PLAN'f ::VI/11.TERIAL STANDARDS "' Landscape contr·actor/develper shall examine plant material prior to planting. Any rnaterial not meeting the required specifications shall be i1nmediately removed frorn the site and replaced with like material that n1cets the required standards. Plant material shall meet the requirements of County, State and Federal laws with respect to plant disease and infestations. Inspection certificates, required by law, shall accompany each and every shipment and shall be submitted to the Landscape contractor/developer upon receipt of plant material. These certificates shall be made available to KC DOES as requested by the inspector. I.I) Plant materials shall be locally grown (Western WA, Western OR, or Western BC), healthy, bushy, in vigorous growing condition, and be guaranteed true to size, name and variety. lf replacement of plant 1naterial is necessary due to construction dmnage or plant failure within three (3) year., of installation, the sizes, species and quantities shall be equal to specified plants as indicated on the approved plans. · ., Plants shall be nursery gro\vn, ,vell-rooted of normal growth andiabit, and free fro1n disease or infestation. _KC DDES reserves the right to require replacement or substitution of ar:y plants dec1ned unsuitable. ® Trees shall have uni!orm branching, single straight trunks and the central leader intact and undainaged. Balled and burlapped stock shall have been root pruned at least once within the previous two years, and the plant stock shall have been grown in a container for at least one full growing season. Container stock shall be fully rooted but not root bound. Plant 1naterial with dainaged root zones or· broken root balls will not bi: accepted. @ Coniferous trees shall be nursery grown, full and bushy, and with unifonn branching and a natural non-sheared fonn. Original central leader must be healthy and undmnaged. e Landscape contractor/developer shall submit a list of plant supplier names, addresses, phone numbers and stornge/growing location of the material to I(C DDES prior to planting. p I arr- & ' ~ I I I" WIDE SOFT RUBBC:R CHAIN LOCK TREE TE WRAP AROUND C:ACH STAKE A'\D TREE 2" DIA. WOOD STAKES LAYER OF MULC,-i PER SPECIFICATIONS FORM 3" WATERING BASIN AROUND TREE EXISTING SOIL PEEL BURLAP BACK FROM TOP OF ROOTBALL BACKFILL PER PLANT NOTES SOIL BENEAT,-1 TREE TO BE EXISTING SOIL OR COMPACT SOIL TO B:'>% MAX. DENSITY TREE FIT TO BE T,-IREE TIMES T,-IE DIAMETER OF ROOTBALL SET STAKES PARALLEL TO ADJACENT STRc'ET STAKE OUTSIDE OF ROOTBALL SET TREE I" ABOVE GRADE AS GROlLN IN N~RSt=RY FIRM BACKFILL IN PLACE AND WATER IN WELL N.T.S. SUBSTJTUTlOl\/S Substitutions of specified plant species, size or condition will be allowed only with prior written approval frotn l(C DDES. PART 3-PLANT lNSTALLA.TlON SOIL PREPft.RAT10N/Al\1END!VfENTS Prior to installation of plantings, all construction debris and any other non -native 111aterial shall be re111ovcd from the rnitigation area. Trees and shrubs shall be pit planted as shown in the approved plan details. A soil moisture retention agent (polymer) shall be included in planting backfill per manufacturer's specification. In non-graded planting areas, planting pits shall be backfilled with a 50/50 mixture of in1ported, weed free topsoil and the native soil fro1n the planting pit. In graded areas, plantings shall be installed directly into newly placed topsoil. In1ported topsoil shall be a 3 way mix acquired fron1 an approved local supplier. "' Soil1Vloist, or equivalent, shall be added to the topsoil backfill of all planting pits. The SoilMoist shall be hydrated before being added to topsoil backfill. ManufaclLLrers recommended application rates and usage shall be followed. o 'vVoody plantings shall be fertilized with a slow release (8 month) high nitrogen, low phosphorus granular fertilizer (21-3-7), with application rates as specified by the manufacturer. Fertilizer shall be applied after planting pit is backfilled, and prior to application of mulch. Fertilizer shall not be applied between Novernbcr and March. Outside of wetland areas, a 3 inch layer of rnulch (mediurn Doug Fir bark) shall be placed around the base of each new tree to a 36" dian1eter for erosion, weed control and rnoisture retention. Existing natural or landscaped areas that are dmnagecl during construction shall be restored to their original condition, unless improvcn1cnts or modifications are specified for those areas. Landscape contractor/developer shall exercise care to protect frorn injury to tnu1k, roots, or branches of any trees or shn1bs that are to remain. Any living woody plant that is damaged during construction shall be treated within 24 hours of occurrence. Contractor shall prune wounded portions of plant i1mnediately after dmnage occurs. Injured plants shall be thoroughly watered and additional measures shall be taken (as appropriate) to aid in plant survivability. Grading: The cluiI layer and native topsoil shall be retained in an undisturbed state to the maximum extend practicable. Any duff layer or topsoil ren1oved during grading shall be stockpiled on-site in a designated, controlled area not adjacent to pltblic resources and critical areas. The material shall be reapplied to other portions of the site where feasible. Areas that have been cleared and graded shall have the soil 1noisture holding capacity restored to that of the original undisturbed soil native to the site to the 1naximu1n extent practicable. The soil in any area that has been compacted or that has had some or all of the duff layer or underlying topsoil re1noved shall be arnended to mitigate for lost n1oisture holding capacity. The amend1nent shall take place between May l and October 1. Replaced topsoil shall be a n1inirnurr1 of 8 inches thick, unless the applicant de1nonstrates that a different thickness will provide conditions equivalent to the soil moisture holding capacity native to the site. Replaced toJ.,30il shall have an organic 1natter content of btlween 8 to 13 percent dry weight and a pH suitable fer the proposed landscape plants. PLANTING " Plant trees per detail #1 this sheet. Plant pit to be 3 times the width of the rootball. CLEANUP " Landscape contractor/developer shall be responsible for the removal of construction material and debris on the site following installation ofplarit materials. All debris must be removed to a legal landfill facility. ' PART 4-PLANT WARRANTY AND MONITORING " Landscape contractor/developer's warranty shtill include replacement of plants (same size and species shown on the approved plans) that prove either to be mislocated or unsuitable as to plant rnaterial standards. Except for loss due to excessively severe climatological conditions (substantiated by 10-year recoded weather charis), installed plant material are required to be guaranteed for three years against defects and unsatisfactory growth. Plants replaced shall be reinitiated under plant guarantee conditions. The monitoring period shall be three (3) years from installation acceptance in writing by the DDES inspector. PART 5-FINAL ACCEPT~CE • Upon completion of planting, the landscape contractor/developer shall provide the DDES Inspector with a set of clearly marked prints designating the actual locations of plantings within the tnitigation area. Landscape contractor/developer shall keep a complete set of prints at the job site during construction for the purpose of 'red lining' changes or modifications to the approved plans and shall update said infonnation on a daily basis. " KC DDES shall approve planting locations as depicted on the approved replanting plan If items are to be corrected a punch list shall be preparnd by the DDES Inspector and submitted to the Landscape contractor/developer for completion. After punch list items have been completed, DDES Inspector shall review the project for final acceptance of plan implementation. • AS BUILT SUBJVIITTAL ON PLATS Note: If revisions and/or changes have been made to the initial DDES approved significant tree retention plan submit an As-Built plan. If no changes/revisions have been made an As-Built Plan is not required. Prior to final plat inspection for the Significant Tree Retention Plan permittee shall submit an AS- BUILT Significant Tree Retention Plan to the DDES Inspector showing all plan revisions/changes and verifying that the DDES approved Significant Tree Retentioiplan (approved at the DDES Engineering Reviewstagc)has been completcdp(:r plan requirements. This AS-BUILT plan shall be reviewed and approved by the Site Development Specialist/Forester that it conf01ms to S0-220 and can be recorded If approved the plan will be sent back to the DDES Inspector for final plat inspection processing.Mitigation monitoring for Significant Tree shall commence upon acceptance and approval of this AS -BUILT plan and last for 3 years or growing seasons PART 6-MAINTENANCE AND CONTIGEI~CY Note: If street tree's to be planted also qualify for significant tree's then the street tree maintenance and monitoring process shall be used. Maintenance will be performed t,vice per year to address any conditions that could jeopardize the success of the mitigation area. Established performance standards for the project will be compared to the rnonitoring results to judge the success of the mitigation project. If there is a significant problem with achieving the performance standards, the bond holder shall work ,vith l(C DDES to develop a contingency plan. Contingency plans can include, but are not limited to: regrading, additional plant installation, erosion control, tnediations to hydrology, and plant substitutions of type, size, quantity and location. Such contingency plan shall be submitted to the KC DDES Inspector by Dece1nber 31 of any year when deficiencies are discovered. Contingency will include n1any of the iten1s listed below and would be implemented if these performance standard are not met. Maintenaoce and rernedial action on the site will be implemented immediately upon completion of the monitoring event (unless otherwise specifically indicated below). • During year one, two and three replace all dead plant material. • Water all plantings at a rate of l" of water at least every week between June--!5 September 15 during the first year after installation, and for the first year after any replacement plantings (C & M). Replace dead plants with the sarr1e species or a substitute species that meets the goal and objectives of the enhancement plan, subject to KC DDES approval. • Re-plant area after reason for failure has been identified ( e.g., rnoisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc). Remove/control weedy or exotic invasive plants (e.g., Scot's broom, reed canary grass, Hi111alayan blackberry, purple loosestrife, etc.) by manual or chemical means as approved by l(C DDES. Use of herbicides or pesticides within the ritigation area would only be in1plemented if other n1easures failed or were considered unlikely to be successful, and would require prior KC DDES approval. Trees and shrubs should be weeded to the drip line and mulched to a depth of 3 inches. All non-native vegetation must be removed and dumped off site at an approved location. • Clean-up trash and other debris. • Selectively prune woody plants to thin and remove dead or diseased portion of trees. PART 7-PER.FORIVIANCE BOND To assure the success of the mitigation, a performance bond will be posted with KC DDES by the Developer for the cost of implementing the mitigation plan to be monitored for three (3) years. It will be the Developer/ permittee responsibility to request a final inspection al the end ofthehree (3) year monitoring period and to release the posted bond. <I) -+-' \J Q) -+-' _£ IJ L <.( +' 'T r Q) ~~ Q) Q) .Q Lu) N~ +' -I u) <u (j) (\) N, IJ .£ <Jl ~~ <I) +' . IN -G c:) ro ~ 11) ~ (\) 3 0' N~ <u . ' Q) ~ _I ll! Q) z +> s: <.( r ~ () X _£ 'll I -Q) D_.4- () 't (j) • • STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT -~J_B~-- .!.~l BUCHANAN CERT!F!CATE No. 513 EXPIRES 10/30/07 PROJECT NAME GILL Sf-10RT PLAT KING COUNTY, WA DRAWING TITLE LANDSCAPE FLAN 4 @ RECREATION SPACE PLAN DATE JULY 28, 2006 DRAWN E3Y N.£:3. Cl-lECKED E3Y REVl510N5 L3 Sl-lEET 3 OF 3 I I• I