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HomeMy WebLinkAboutLUA-06-089_REPORT 1> le <3 ~ X " w z "' 1-- w <( :ii 1-- z VJ ~ "' w )-- 12 <( z __J ~ ~ w A Portion of the NE 1/4 of the SW 1/4 Section 32, Township 24 North, Range 5 East Willamette Meridian, King County, WA INT STA 1o+oo PARK AVf. N "' 10+00 N 341H Sf .. • ... I c• -.. , I I I I I I I I I I I I I GRAPHIC SCALE "' .. ' 1 ( IN FEET) 1 Inch -20 ft. EX I TI NG~ CL. G ADE tO "' CX) N "' + 0 --T- 25' ROW ----- ---y --------1 -----1-11+00 -I-------- ' I .. I ---r -- I-- Ct: <D N "' + 0 ~ _;.,::.. - 25' ROW -----------------, ~· --· -:;:::.-;.: - PROPOSED GUTTER7 __ -;;::::------_;..---_...- 6 g%__ -_;: ;_.--- S"' ' --.::;... -_;;·-- "' w Q_ <( r- 0 oZ '°w ci I "' +1---"' 11+58_60 --·-1--1----- .... _,,, ........ , ... _______ ,,, ...... ,.-·--··-··-··-··-·-··-""-·-.. -···--··-·--... ··-·---, .. , ·-·--·-· .. ----·-·-··--............................ ~---, .... , ... _, _____ ··--· ..... ,-·-·-·-··--·-·-~----·-·· :..--··-.. -·-·-·---- >< ll) '° <D "' co <D 0) 01 "' PROPOSED OF N CURB PROFILE 34TH ST NO_ N <D I'- PRE-PLAT SUBMIITAL REVISION HEH BY 5/31/06 DATE ' ! l ----- . --- - 1-- __J <D - - n ci "' + 0 - i V) "-__J tO - N "' 0 "' + 0 0 "' " <D - > ·---·-·------·- : 1-- __J '-0 - "' "' N +o Oo -oci <( '-0 1--- V) > -w > __J ()_ w _ 11+00 11+78 ,----------------'=-----------------_ -~--1 --_ -, __ go~~§_T: -~-.L-_ t -r<BW 42 ----------- --- f-- __J 1--<D -__J -. . --. . .. --· .... =1--.. -O> -01 +o st -0 0 -0) N +o <(" 1---0 0 V) -> <( "' -__J f---()_ w V) > > w __J --()_ w -• J---- ' ---, ,:.6.8% 0 - "' 0 "' "' N _I_ '-0- "' ' .,_ ,, + -- i VJ --------:::--\?, 0% 5;;::-; . w u <( LL IIl "' °' __J <( ::, :'!: u LEGEND 0 0 z i z . w·" ··-.. EXISTING I "' I 0 1-- I-"¢ Ct: ~~-"' tO __J ---.---w N ----------- CONST. u 'j '•<' --,--~5_;;-;.-_,---[PROPOS ED C.L. GRADE~-~: __ ~ -------s~5_0% GUTTER -- PROPOSED -------PROPERTY LINE R.O. W. CENl<RUNE -----EASEMENT ---GRADING CONTOUR • #YIP SPOT ELEVATION --fl--GRADE BREAK -w-WATER MAIN SE\\£R MAJN/SIDE SEWER -o-STORM, ROOF OR FOOTING DRAIN DRY SLAB DRAIN FIRE HYDRANT WATER METER GATE VAL\/[ SE\\ffi MANHQE -----SE11£R Q EANOUT ------·-· -·--····-·· ··---·--·-·--.... , ... ,_, -.. -........ -·----------·-· -·-·-·-·· -······-··-··--···· ---·--------·-·---~ --,.-......... _________ .. _____ ...................... --, .............. ...... -.. -, .... _. _________ --······-··= ---- "' 0 0 "' "' " 0) n " tj- ui oci ll) -<D n " " 0) O> 0 0 N '-0 <D <D <D I'-I'-N <D <D " " ----~ ----- PROPOSED CURB PROFILE OF PARK AVE N SURYElEO: SC,,.,, VERtJcn.: HAW 1988 CITY HORIZONTAL: NAO 1983/1991 :1, OF DEStGNf:I), iiy r f ,.~r+rr rr ,~,- l'rr,.~~,· t, I i,·.- ""' ... ~ RENTON OWE l"CH 01ECl<ED: AT f1JU. SCAl.£ Planning/Building/Public Works Dept. !F NOT ONE IHC1-I APPR AP!'ROVED: """ ""'°""""' y - <D <D "' '-0 " " -- I STORM CB @) STORM MANHOLE -----QEANOUT UTILITY POLE LOT LINE r;:;_':/fj PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE C&G/SIDEWALK PROPOSED ROCKERY Co ll 2 Working Days Before You ig 1-800-424-5 555 Util ities Underground Location Cer ter (10 ,M T,ND,OR,WA) FE.DBOOI(: PACE: SHEET: ' OEVELOl"ME NT PL!>NN !NG cnv OFHFN!Gl\1 JUL 1 9 2005 RECEIVED > £ 0 ~ X Q w z f--" w <{ "' f-- " VJ z w Q'. ~ w C: >--0 <{ z 0 _J ~ ~ 0 w ~ w A Portion of the NE 1/4 of the SW 1/4 Section 32, Township 24 North, Range 5 East Willamette Meridian, King County, WA I I I I I I <D ,tj- OJ N ,tj- + 0 --1 Q'. w Q_ <{ f- 0 oz ul W ci I ,tj-+ f- -[l'. ---------- INT STA 10+00 PARK / AVE N = 10+00 N 341H ST-------i--- I I 25' ROW I I I I I I ~t?~~- 1' 0 -i_ -f ' 25' ROW 11+00 ---1--- -------------------t----------1 -5-9·,J,''JF"C I . I :, ·-~CJ, 11]4_01 I : I I ! I i ,,, C 11+58.60 ---I--~----- 1'J :3,l'T'H S'f. GRAPHIC SCALE 10 20 i_____.i j .. i ( IN FEET ) 1 Inch = 20 ft. -...• _---1C.l~x6~ ~~gi d ---·-·-·--·-------k :1:: ::: l : : ________ --. . I I --· -:::-::::·-· r -,-. --~I~~------~-l--~--: "1··-. ~--~~F~~~:.~:-:: -f~--. ---~ -:-:::-:-_ ---I::::::::::::::::::: :::::::::_:::: :::::: T · -· · -· · -· : -F ----r · · ----I 1 -- 11)0 r ... --1,---_ --..... -.-:r :-···-·.: -·. ·1'·. -:·:·· ....... :·1_~ .• ·· .. ·~: .. r ·.------·_ -------.11-·:. _:·: ·~-"~ .•.• ---t~·. : . -I .. . . -F· .... ·-·· ... · . . ·-········-· .. -· ·-I . .. -. . I -· ... T--~· F"·: ··:-: ·:~-~f:, :::~: :. "·.---{:-----.-.--~~ :~::.: ~-:-.-::-r,.-~-:-:~~---.. -.--.--~' ----~ . . -~--; I I ......... ·-r -··--. . -i --·-.. ... . .. ··-···· .. . -. . . t . . .. ··-. . ... -·· ·-· . . . .... --·. -··-.... . ..... .. . . . ' I . -·-· :. ·--:. :···:i:·::· -1 :: ---. . . . . -:··:·:·::··· :·: -· :-. :::_F .: :::_: :-:::·::: ::: :·.: ::::.::: :: .. :·:_ : · -. : :: ·· : .-._: ---_::_·_ -T--: ·-· ! ,soe-~ t• ~ I < ;; !•••········· •..... --·-~--··-·-~··_···_·· I········• I -- : ::: ::_ :: If :_·~-· : :_: ::::::::::••fl ro<D•••. •.:: ::_:_ :_ ••• -_: __ 1l:1_••_::_:'.2.: _:: :: ___ : __ ::_ :_ -··· __ ·····_·_·· ·····-~.: -·-· ili -_: :!!::::::-t :::-•::::•::: ,·:::•::::•:--::::::::•:::::: r r ------~ ------------r"' ---. __ ••• ~ --~r·~ --w-_+i-·-··------·----------c--------------.:.~ · L s-•-:•:••~r--·-···---··· I •-••• •••_11• ••----·._ --•-------·+•.=.•: .-----_ 11 ::::::•:---::::::•:::.::~ ::i,-: ------:::--~ -·1:·:~ -+ 1-......... ._., .. _....... ·····r··-.. ·i · I 2+00 S(:..'\Lf: 1·",~2G' 1·-i ·1 -.. / ',/ PROPOSED CURB PROFILE OF N 34TH ST ~----------- .I.LC f------------,------------- -! C',()11\Ir; r 1 ,r 7 11-j1\11·rc; '"·· ..__Y ::, ,. __ ., ,,..,A. _c_.J .-'-.. -· A . _,:, ~,/ .1 1 ' I r ' I 1~~00 0 \, 0 -----4-__ _ o/ 7 / ------------- "--_J <D N n D ,tj- + D 11+00 ----1 -,---- I 5 0J ~ r- ,.::.... (C (/) -·i ';( LL "" 0 Cr::'. lL l.Ll 1-- s, z l.\. l.;J VJ .,_- --2 ~ [J.J !f) (/) 'Cf. :c:r: -r-i.Ll ---J C) U) r - ' -, _J LL c_l ' C.) ----~_1 N ' N ,-::,; ~I ' ' (":) I I !_,_J : '.o I G;' . . C') I . ; -. f2 i (_I""; ' ' 11+ 78 1----1 co~~sT. (E Row ~ _ ------ s: 0 0-:: u) N _J __ w (_) <{ "-- m :i [l'. <( :::) s: (_) w (_) <( "-- [)it[~}( ;\ \![,; -1 ··-· -· · -· + · -· · n ·--· --· + 0 J: ·-·-···-···· ·· · · ··· I -· ··· <{ "" ···--· ·1 ···-· ···· · ·· ··-·--· _J ••• ••• ••• ••• • I···· · · ·· ··-··· ····· · -·· · ··--·· ·· -·· ··· ·· · -.. ·_ -·-. :i--: ... : .. _:! : . -~!.-••. -~~. :+/: : : ·• 1 : ~~·:·::~. ·-··~·~1:~~~~~. : ··::::• ::::: •::;.i~ .. -1 · .... ··--·lf ··. ·: ~ ;2:· .VJ Ci --~r ·-·-.. -·-.. !: :· . :. ·8,::'~# ·: . : '1·· : :: ·: :·: : .r .. ··:· ·::·::· :·:· 170+---. -. ··--..... --.... --'= -·-··· ·-> :::J -·· •••••• -• -· l --· .. -~::oer.5% . -·.. . ....... -...... j:._ .... -·· ·-· . - r r _cofsT.' _ ·:~;:-°cw_·:i'~:;_:::;;;:s=~~ .:-··::-::.--:-:-:::1 ·:::_·:.:_::--:T·:: ... ·)· .. -·:·_:·.: . --·--· . -. C.L .GRl,\DE3·::::::::::Q_ w ... ···~·-··:,3%-· L;;;;;;;·· . .. . . .-·-. ·--.... ···1· .. ---·-··· ..... T·····-·-···--· ·····-······-·· -... • _ ._. 1 • • _ •• _-_ • ______ • -· f ... · ~~--~ -· :__ -= _ o,-... · ·S= · · · 1 PROPOSED -_ -----~· -·· ·· · ··-· -·· ·-· · -· ,. ·····-······ ·-· · ___ :t_ .. -·--·. ·-·· -..... _· .. T . -· I. -I ... --:_;----.~~ .. -· 5\.,,5.0% ·-· ···-·····-··· ··-·-···-· .. -F:··-·GUTTER ...... ··-· ·-·-· ... ·---1· .. ·-. ,._: .. -....... -_ .............. :· .. I . . .. 1-· --•-. -· --· I-.··:: -• -. :: -1 · -. · -· ·:· .• --:. ::·. -·:·: .. :··.: ·::· · ···-· :.-.:._:_·: ::··:-.::-:: .. : ·.:-: :.-·-·· : :·:_:: -·• :: :: · ::._: .. :.: · ·,: ::. ·:::·::: ·:.:.:.-·:: • ·: ·-· -·-_ ·: ::-. :· :-· :: . . ---· --. T--· -··· ·-· . -· -· ............. ·····-········ ·-···-·--··-············ -···· .... ···-·· ·-. .. ...... .. ,: .......... ···f··.. -··· ..... ·- ---· ··-·-· ~-----. --··-·- .. ~ .. . -·-L. ····-···-·-., .. ·-··· .... L. ·-···-·· ... f. ....... ·-·-··-· . -.. --·· -····--. I" ....... -1-··· . ·-. ·········-· --. ·_ . . . . . . -· --..... -·· :t:-:··· ··-········ _. :·-: -. --·· -·_::.:::-i: :.::-: .... .-:.:.:_ .••. -·--r .: ::: .. :.:_ -.-.-. •·•·•·•• ... • . . -. . . .. ···_ -·· ...•. • •: .. .-.--: --. -: : •• :: -.... :. •• ::· ·C------... --.------------·_ r· · · · · · --E =t~ ·--· ·--.--· · · · · ·· ·· ----.. ---·-. -----... _ -r. · .. --E · · ~-:-:-:: I--· --. :.---·-f :_ ·.· .. •1 I ::-::l : .••. ·::::.: ·-····: ·····--·-·1--· . _· -· :(... l --: • ,. .. " --~·--.•-·•••••• -·-·-·-•.,·•~ ••••----v--•·.,-••~-•• ; .. --;- ' ---0 .. r°;",. ..... ,;:-;- - ......... .... r ... -------1 LEGEND EXISTING PROPOSED -----=--~-c--• -------~ ---:.,C-_-------,----- -·---100--- --;-W.OQ.~-- ----',/J ----- ----SU---- ---4'~- • PP.00 PROPERTY LINE R.O.W. CENTERLINE EASEMENT GRADING CONTOUR SPOT ELEVATION --R--GRADE BREAK -W-WATER MAIN ·, • --SEl'IER MAIN/SIDE SEl'IER -0 -STORM, ROOF OR FOOTING DRAIN DRY SLAB DRAIN ----A-FIRE HYDRANT WATER METER GAIT VALVf_ SEl'IER MANHOLE ---·--SEl'IER CLEANOUT ----.. -tl STORM CB -@-----STORM MANHOLE CLEANOUT UTILITY POLE LOT LINE PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE C&G /SIDEWALK PROPOSED ROCKERY I I 1+00 SCALE: 1"=20' H ·1i-1=5 1 V I ?+00 PROPOSED CURB PROFILE " j ,,J~JJ!~v• vC<cc_,-, •• -•• ,. -~------Y-v•• __ ,v>HA., SURVEYED: j SCALE: ---+---------------i -· J _ DESIGNED: I . I ------------------ vERTICAL: NAVO 1988 HORIZONTAL, ~ 1983/1991 ily d-h rtc'r' c-,•tr,,, l'<"n~~"t' ti<"<' OF PARK AVE N CITY OF RENTON Call 2 Working Days Before You ig 1-800-424-5 555 Utilities Underground Location Cer ter (ID,MT,ND,OR, WA) DATE, FIELDBOOK: '"" -------~ ' GiVll. l'.~NCli'-li:t:fillNG i!~ t .. AN!) l)f::Vt:L.CPUf:.N f , r:{)NSUt T;\N-!S b4f~-l--48"H·! ;\•,,wiLW 5\'I s,m~t!»' WA UiJl jg 20fJ. fl::l?J--,{'j l 68 206. 9-}8·--71J,/f) H .:¥,iun ,:, •:.:! 1:t,"ar ncmi t, n i--J t --1 -,..,,;--I - -_PR_E -_:_lA_E~l:l~s:1-_TT_A-::L::::::::::::_::::::-_·_--_-_-_--_---+1-H-B:-H-5/_D_:_~~/;f AP PR -:::,~ __ :_=~-1 -I NO. I CI XPIRES 11/1~/(,7 ONE INCH AT RJLL SC\LE IF NOT ONE INCH SCALE ACCOROOiGL't' I -~P:n-ni~_B_:_ld-in-g/_P_ub-li_c_W_o_~_•_D_e_p~t~~------- ·r D~wiNG-Nii ___ ---------1 I _________ ...j StiEET; OF; ' r-r ·-i-n _L___ __ . DEV8.0PMENf f>LANNiN<l: CITY OF RENTON JUL 1 9 2006 r:.i;:_ct~iv•~r, r,... i=l ~ l.::l.il , ... > 0 I i X a w z ,- < <( w ~ ,- ,! (/) ".l Q:'. w ~ >- S1 <( z __J a ~ t; ".l w A Portion of the NE 1 /4 of the SW 1 /4 Section 32, Township 24 North, Range 5 East Willamette Meridian, King County, Washington .... (/) ~ I') "'z ~N 0.. ll) c,j 00 o+ +o o~ ~ <" .... z (/) ' .... ~ I ~< I ' I ' I INT STA 10+00 PARK AVE N = 1o+OO N 34TH ST 1otoo-T--t-----£ I• o ' I ' I , . / : GRAPHIC SCALE 'i 2D ... .. 'f----;'---__ ____.I ( IN FEET ) 1 Inell • 20 ft. X <j- ro N st + 0 I I I I I ~ -T- 25· ROW -f -----------l------1 11+00 -~---f-------- 25' ROW 0 NO. w () <( u._ ' ' -l : ex: w (L <( ,- 0 aZ "' w 01 ..,. + ,- -0-'. ----- 11 +58.60 ---t----1--- PRE-PLAT SUBMITTAL REVISION HEH 5/31/06 BY DATE APPR """"°' SCALE, DESIGNED: -°"' "°" CHECKED: AT FULL SCALE IF NOf ONE INCti SCA1.E .ilCC()RCIINGLT """"'°'' 5 FT 25' PUBLIC ROW -\~;~1· :~ r .02 FT. i .02 FT./fT· . ,,._ -... -._ .... ,· 4~ SIDEWALK PER DETAIL y VERT CURB &: GUTTER PER DETAIL 0.25' CLASS B ASPtW.T CONCRETE 0.17' CRUSHED SURFACING TOP COURSE 0.42' CRUSHED SURFACING BASE COURSE AODmoNAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. 16' LANE EXIST. P"v'MNT Wlllll-1 VARIES PROPOSED PARK AVE N & 34TH 1 /2 STREET IMPROVEMENTS (NOT TO SCALE) \IERTlCAL; NAVO 1988 CITY OF HOR\ZOHT.OC t1110 1983/1991 ~,, ;ty rl ~erlrf' r.--T~,· l'rr,.~rrt~ I ,r.- ® RENTON Planning/Building/Public Works Dept. ST GENERAL NOTES: 1. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN OUTS AT UPSTREAM END OF EACH CONNECTION. 2. ALL TREES ARE TD BE PRDTECTED DURING CDNSTRUCTIDN. GRADING SHDULJJ BE CDDRDINA T£JJ NDT TD EFFECT THE TREES TD REMAIN. 3. PATCH ROADWAY PER COR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. 4. CONTRACTOR TO LOCATE ALL EXIST UTILITIES WITHIN ROW AND NOTIFY OWNER AND ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION <D ® @ NOTES: CROSSING!! 12' SD INV = 165.23 6' S TOP = 164,13 CROSSING!! 6' SD INV = 16 7,23 6' S TOP = 165,34 CROSSING!! 6' SD INV = 172.00 6' S TOP = 169,74 LEGEND EXISTING PROPOSED -------PROPERT'I LINE R.0.W. CENTERLINE -----EASEMENT -tOII-GRADING CONTOUR 9000 , -= SPOT El.EVATION -R-GRADE BREAK -W-WAlER MAIN SEWER MAIN/SIDE SEWER -D -STORM, ROOF OR FOOTING DRAIN ----- ORY SLAB DRAIN FIRE H'11JRANT WATER MElER GA 1E VAl.'lf. SEWER MANHOLE SEWER OLEANOUT STORM CB @ STORM MANHOLE -·--QEANOUT -0-UTIUTY POLE LOT LINE fj;::5'.\\,,l PROPOSED ASPHALT PAVEMENT PROPOSED CONCRElE C&G/~OEWALI< PROPOSED ROCKERY ,&Ji ... , ...... •· .. Call 2 Working Days Before You 1g 1-800-424-5 555 Utilities Underground Location Cer ter (ID,MT,ND,OR,WA) DE'!ELOPMEHT PLANNING ,~rrv OF RENTON JUL 19 2006 RECEIVED \ \ ; \., \ !,., \, \ CONNECT TO EX SS IE=XXX.X± r } I 0~. J1' ... ... ' ~ i - OF 2.) --I ......... ....... mu: a a.T l I LEGEND: i I \ 480 ~ FG 1111 • I EXISTING ELEYATION I ' PROPOSED ELEVATIQN FINISHED GRADE ELEVATION CATCH BASIN, n'P1:'. 1, DETAIL ON SHEET C3 CLEAN OUT 1BW18B) PROPOSED ArPHALT .PAVEMENT PROPOSED CONCRETE PA\l'EMENT ' .;,-~_r 1·-i ",j£.~-.! Planning/Building/Public Works Dept. -'} ffll IL -- ·_; I -s.· ·I · .. DEVELOPMENT Pli-\NNINC CITY OF i'!ENTOM JUL ! 9 2006 r:o.::.cr:iv~r', nl,:.;,. -""''"l 1.< cu -. ' .~-, .. ,------·----- CITY OF RENTON THOMAS SHORT PLAT LUA- LND- DECL,ARATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of the land herein described, do hereby make a short subdivision thereof pursuant to RCW 58.17 .060 and declare this short plat to be the graphic representation of the same, and that sold subdivision is mode with the free consent and in accordance with the desires of the owners. In witness whereof we have set aur hands and seals. !<e\iin f\ Thomas Frnncas H Thomas State of Washington County of __________ _ I certify that I know or hove satisfactory evidence thot signed this instrument ond acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the Instrument. Signature of Notary Public ---------- Dated ------------ My appointment expires ------- State of Washington County of __________ ~ I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act far the uses and purposes mentioned in the instrument. Signature af Notary Public ---------- Dated-------------~ My appointment expires ------- Civil by Hagenson Consulting, LLC 6484 48th Avenue South Seattle, WA 98136 Phone 206-938-6168 Fax 206-938-7645 Owner Kevin Thomas 3338 Park Ave N Renton, WA 98056 AUDITOR'S CERTIFICATE: FILED FOR RECORD THIS _____ DAY OF -----------• 200 _ AT __ , IN BOOK __ OF SURVEYS. AT PAGE ___ , AT THE REQUEST OF G. PHIL SARGENT FEE No.---------- AUDITOR APPROVALS: CITY OF RENTON -ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS Examined and approved this __ day of _____ ___, Administrator 1---t-G - 200 __ ..... q lei ~ ~ ~-' '=<_,,,:c,, ~ DEPARTMENt OF ASSESSMENTS RECORDING NO. Examined and ~pproved this __ day of _______ ~ 200_ Assessor Deputy Assessor Account Number·--------- A Portion o, the NE 1/4 o, the s~ 1/4 S89 "03 "26 "E 104 .01' Se"tlc:>n S:2, To~nshlp :24 North, Rc:ln9e 5 East ~illamette Meridian, l<ing Count~, Vlk:lshln9ton .. It) N BASIS. or BEARING 0 Lot 1 ~ 6834 Sq Ft o, City of Renton Control Monumentation REFERENCE SURVEY Todd'~ Short Plat 20000703900016 0 LEGAL DESCRIPTION VOL./PAGE ' GRAPHIC SCALE I I 40 80 1"=40' 120 I I THE WEST 104 FEET OF LTRACT 28, HILLMAN'S ILAKE WASHINGTON GARDEN OF EDEN TRACTS TO SEATTLE No. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 180 FEET THEREOF. '-.. , ~ ~" -:.,.,..C-i'.I:; · ,, LEGEND·-:; '·.' · --, ,..,, -,,,:,· .. ~. 25' N 33rd Place N 33rd Street ---MIC Brass Pin ----i• in Concrete ::{ MIC 'Z' Brass in Concrete i co~ f--___ N 32nf Street __ DRYCO Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 Fax 253-826-9703 ~URVEYOR'S CERTIFICATE: THl,S MAP CORRECTLY REPRESENTS A SURVEY MApE BY BY ME OR UNDER MY DIRECTION IN CO!'JFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. ~ MONUMENT FOUND THIS SURVEY O FOUND PROPERTY CORNER AS INDICATED e SET . _REBAR & CAP LS# 34145 12,763 Sq Ft TOT AL AREA 2 NUMBER OF LOTS ZONED 6834 Sq Ft AREA -LOT 1 5929 Sq Ft AREA ....: LOT 2 0 AREA -CRITICAL AREA 0 AREA·~ CRITICAL AREA BUFFER 0 AREA -PUBLIC STREETS 657 Sq Ft AREA -PRIVATE EASEMENT % PROPOSED DENSITY % PERMITTED DENSITY EQUIPMENT & METHODOLOGY TOPCON TOTAL STATION & HP 48 DATA COLLECTOR. FIELD TRAVERSE CLOSED ON AND/OR BALANCED · AGAINST OTHER SURVEYS OF RECORD. THE POSmONAL UNCERTAINTY FOR ANY PHYSICAL POINT ON THIS SURVEY RELATIVE TO ANY OTHER . PHYSICAL POINT ON THIS SURVEY, INCLUDING LEAD-IN COURSES, IS LESS THAN 0.07 FEET + 50PPM •. . i DATE CREATED Sun Apr 23, : 2006 DATE PLOTTED 6/28/2006 p:22:59PM SCALE 1" -40' ' w (.!) <( Q. " _J DEVEL< WENT PLAM~ G . er ',::9F REJ\ffON JUL 1 9 2006 OWN. BY .L. S. JOB NO. 2006057 SHEET J OF J