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Home My WebLink AboutLarge Format_IJ co ' 01 '-11) i;J i I.I " ;'I: Q w z w > <( (/J 0 z 0 2 0 w N f') LO LLZ oo I->--z 1-w 0 0.::: ~ ..... 11 •,4 0 N II : ~ I ~ \!I ~ ~ ! ~ ili z 0 f--- ('.) z -I (f) <( s -z 0 f---z w er: ...; 5 a. .... ., e o .... w w·--1:£ oE 3:~ .2 .. .ow :, . o.0. '-c: c,," C ,_ E 'U ... = Cl) filE '-E -~ CO> C Cl> " "' -.._ 0.0 --ai !i !~; -::1li ~ ei!b< ,-z~ "!= -~ >-CD d z •a 8 9 I - SSMH -- RIM=279.48 ---'-- INV_=272.08 (CTR CHANNEL) , n o ~ c~ ------~------------~------- FOUND MON. IN CASE CITY OF RENTON #398 '-3/8" COPPER PLUG IN 4" X 4" CONC. MON. ~ (VISITED 7/2016) -~ ~ ~ ~-~~ SOMH RIM=281.39 INV.=272.79 36"\NW) INV.=273.49 36" SE~ INV.=273.19 12" NE INV.=272.99 12" SW ------ PORTION OF THE S'W 1/ 4, SW 1/ 4, SECTION 9, TWP. CITY OF RENTON, KING COUNTY. WASHING'IVN 23 N, RGE. 5 E., W.M LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 2684147 DATED JUNE 17, 2016. LOT 5, BLOCK 1, RAINIER ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTI-1 105 FEET THEREOF. ADDRESS: 532 EDMONDS AVE NE, RENTON, WA 98056 BENCH MARK VERTICAL DATUM: NAVO 88 CITY OF RENTON CONTROL POINT #612 ~ -8- 1 1" 20' o· 20' 40' d z ~;><~ . ~ {, ~~' 3/8" COPPER PLUG AND PUNCH ON A 4" X 4" CONG. MON. DOWN 0.45' IN THE MON. CASE AT THE CONSTRUCTED CENTERLINE OF EDMONDS AVE NE APPROXIMATELY 160' SOUTH OF FERNDALE AVE NE BASIS OF BEARINGS IS CITY OF RENTON (NADl 9B3/9tF.._...., ......... :0-...._""".,...._"'I "" 3 -------276 ------ CB RIM=281.09 INV.=276.79 it'(SW) ". \ ,~CB sfl' ', & RIM=281-11 ELEVATION = 260.07 FEET TREE RE'fENTION NOTE TAX PARCEL NUMBER 712630005007 SITE AREA= 16,045 S.F. OR 0.37 ACRES + /- LEGEND = SANITARY SEWER = STORM SEWER ~~276.71 lt'(NE) <!) z"' "'~ ALL 3 TREES (14"0, 16"0 & 18"0) SHOWN ON THE SURVEY LOCATED ON THE SITE ARE TO BE RETAINED. ss SD G w 0 @ @) llll 'tf !§I = GAS LINE = WATER LINE = DECIDUOUS = GAS VALVE , -----f -- :, ____ ... 272 -- ' <, COUNTY ASSESSOR'S Q ~,. , OFFICE RECORDS ~,l' , < ' SDMH RIM=283-41 INV.=276.06 36"(SE} INV.=275.76 36'(NW) , SDMH FOUND MON. IN CASE RIM=284.60 4" X 4" CONC. MON. ,o-" . ' ' INV.=277.10 l6"(E) ~-WITH 2" BRASS DISK ,, ~'1-l )-", ~ \ Co,. INV.•277.00 36"(NW) / WITH PUNCH I------H0----------------2:'.,. ~ ~ , , ,••C (VISITED 7/2016) 1 c-..., ~ ', '---.~ 1,• -~-J W~ll( < (0.66' SOUTH OF CENTERLINE) C\l ~ ~ '.\.. , <, ,",/ ·, ., ,, < ·, , ' ' -~" , , in , ~~ : "'-~ ' so-~'{~~ or-=-f.::--' or-=5,,~,===:·· ::-"."=·~===:::~"':_:-:=--:=-:=--:-:=-:=--:;"')'7~-:-=-=--_::::__~~--~- 3 I 0 ,...._, \"'-...., ---w------I -~~ <' -: :::: ------i: -NE _5TH PL G~~ so-.....,~ ----------___ "---" I ,' -~~-~:-_.>____ (N 88'55'20· w 743.91'-P) ---'~I '1/o'o .--' <\, -i, ·--~ l ~ --<'oo <'0,2 "(r:::.::~ -sa 436.57' ~~36.60'-P) ---~,'IIF--= __ ""!?-.,_,,.,, ______ ,,,,,,,,,_. -----=~-i.==~~-~=---N __ aa---54_'_06_. __ w_~-~---;_74:::3::;:.8:_:::6_' ------~--- ( , -' ( -, fj", _/' \ \ \ I \ ~ \ .. , '-.._f.._ h--_ --;-;~ ........ ---:::-----12" S \.,,._ ~ _ _.. ;, ,6 '-0 , I ~ \ ': EDGE OF/PVM'T.~)JC ) , , -.,-~/ , ,, 0 ~ SS S ss _ , ci ~ ~ \/MAILBOX\ 1 i ASPHALT i J \ °'~ / -----------= SS -==-ss -----0-~, -, "' n , : : DRIVEWAY / CONC. , , ',, , , -::::::___.--::>--?o-:::::=:_==;::;:r:::~-~;::;;:::,?::f===-.:::=== SSMH ~ ~. _ -~J -j ~ 1 , RET. WALL , ",,. £DhE OF' PVM T --~ --._ RlM-287.08 , , : , , , \ ' '-.,, . (S 88'55'20" E-P) INV.=277.18 ss ss ss G , , -' s, ' ) ·c( G -:; '-, I // -:aj } \f";;(L;f~;f~;(~;,{~i~;f,;~'" -··(lJ~.tJ,B'P}':.: ~, [~I=-'1r'-..., '" ft, w·' -'\_/' ; ~!54'0~" E' 406.57' (CTR CHANNEL) -~ ff <n ~ 9 • <f~ / ~{'1?11?~)11?~):t~·xr~·;Ji ~ -te? N \ :::1 ~ --~~ ~ ,_./ ... "-ssMH O .,,,,. ic. \o~6~ETE ,., , -1 --~ ;'/ li!w ----~ o,'d r-;t /1 / ifl!'/ ,' ~ ' CONG.,. ~ \ ' --,, '.'' r/ RINVIM·228125-7422 / DRIVEWAY 25,00' ~ -. ~ ~-:;;-/ / 51.6' /' ' ~ -....._ :;::,. 1 .= . " 1 , f, I ~ 0 ~ '* . ,... 278 --~ )if:~ \ (CTR CHANNEL) " FENCE ,,. · . ~'i · t- < w i,) '"' -~ I f.,">S., I • ' ,' 0.4' s f ~ m~ -·t J ~~g \ ~ ~<,-. f--;;, r-~1 TRENCH DRAIN / 0.4' w I !Q fr:: ~ :-,. , ), I ,7'!~'!!"!!' 1 1 g . . , : -i:---/ o I ' vii..7<!:!.~7. 1 1 B <·~ \ RIM=277.85 +/- 30'1: '-,~ zi 30' _ 011 ;~ ~' \ : ', ,,, \ 61.7' \ EXISTING HOUSE ' 1,, -'.CA~P<:iT\ ;-"~ ,,/ • I 190.78' a:i ---• 1 <, FF=277.9 +/-.-: 0 ''-''\ / ~ lf ~ ' \ 1 \ 1 PEAK ELEV.=290.9 +/-1 t--.._,. , .... 'o~ ;., :;"'! \ \ I \ \ ·~ I ~. I i---CONC. ' "i, I ---~-/,. --,y" ._ , ~ , LOT· 1 ,. --, , ,, RET. WALL <lr _ '" i \ '/ii! \ \ . rL 5\-l'i.O ~ / LOT 2 ,."' 3 11-.. .. I : , . 3 .~.~(~ \ \ \~ \ \, \'---~'-=---', <,, ;, , , , ' ~--~ ·~ \ ,/ , t ,-~--LOT A / ~ ~ k~ [~ \ , 1 1 \ ~"\CJ\ _ y;;·' ~o-~Bc·~~-I!\ :£, · \ ~, ... 111 "'~-",.._r\ ( _/ o / ..... 8 8>.1'!:'l. \ \1 ,,,~-l-'=Ii" 1 ',, ,. .'\ •'£ -.-, -1 1 • 4' CHAIN cn' I ' ~ :1>--I ,· ' ' ..... ,;_ : ~ . /, < "· I IUNK FENCE .. '\ , ~-, \ \ ''t.,---';i(L< "L \. ... '\-' I ' . IB"D . t . "~ .. -... I I ' , ,,-1; ~¥ , ~-,g-, ..__ , s , ? ---< ', ,, ) \ , , EXISTING HOUSE I ,, !!, tr., lf fU \ ~-i~~j_J~"-.. ... , ' !fl ' <," i6'V ' ~ -,. ~ . ,• ·1---, 1 I ; / PEAK ELEV.=303.0 +/-',i..__ ,/J' <,;., G;, , ~-'· '-, , o O \ \ ., 1 , ,; _ < ,,,,,, , , ', ---/ D. 'f~ I ' \ I ' \. ·W. '\ I -I r J ' ' ) ~:-:¥ \ \ ' ', '"------------l '-..._./ TIMBER TIE~'f../ '=~-: FENCE : I 2 § :ti \1 \ \, ', ... , "'\, p;:~6 ,..._ ____ R_f!· WALL to ( .-~. K_.J 2 _2, s;\I SH.ED ....__\ .; "" ff' ' ' ' ' \ FENCE ' / --' 1.2 s «''01 >' I ~ , :,, 11~· ~·t_.;.,' \~,~:-:-.;.'~~-..:::, .. -----,:aii~~f:-::-~~;"~~, ~~· ~M'~"',;:::;::-~-~~~~·~:::::t-_,,,i---c-,, ~ 0 ..._, \ ,-\ ', " ', ~ --1.7' s I ( -..,_ -...., ~y\" ~ ~ • 1 , , ', , \ s( 88'54'06" E 190.78' )/-~ ---_ , , ' -C -o\>~ ,.,s::f) I \ \ \ ', ', N. LINE, S 10-? FEET LOT 5) \, ', __ '-., ',. -' ~\( ,1 ()i ri' i c,,'?J'a \ \ \ ', '-., ·,... ' \. ' \ \ \sr\t--o .:\.\-> 0 ~;, (j'o'v , , 'a, ~ ,_., ' 6° WOOD ' ,_., ' ,_., ta, (, $~ 9)\J I \ ~ "\ <P ~ ~ ~" FENCE 1, ~ " ,Zo " 3' WOOD -\0 "' ,.. F2E_6~c~ FE~ICE FENCE r-,~ J \.. '/,tF> j:!; 'l'<, -1.5' S ~1-,\.J _____ __, ~ I ---~ ~__,I ~ I v, I LOT 6, BLOCK 1 EXISTING HOUSE I C. I PEAK ELEV=289.2 +/-~ ~(,~1.,';.,1,\ ~ -..5.\"t,~ 1 v. I ~ a§>S \. : ~~\\--~ \. /J, I UJ I _ LOT 5, BLOCK 1 ~ci~ 1, \\o\>· !i ~\1>~ 1G· t I 0 ~~\ \ /J, 0 LOT B I ~ \\W oo q I I ~t. : I \ I \ J ~,.-_ _30.00_:_ _ -·r:::::---------------r!!.._~~::!2_ _________ 1 ___ 1:~~~--~~~:1 ________ _.!.!~~--,------------_..:::.:J1=~~-=J :__ 190.77' (190.70'-P) ---~ 190.77' 1o S 88'54'06" E 406.59' -I - ;;l (S 88'55'20" E 406.57' -P) ~ FOUND MON. IN CASE D ~-0 ,T ~ CITY OF RENTON #612 1 r J:'-1"1.'\- -~l-----3/8" COPPER PLUG IN 2 ,_:i-a:\.:fR"i a. 1\-'c 1 4" x 4" CONC. MON. ,j\GrsJ..J -oG$. A-v-5 J4 (VISITED 7/2016) rs 4 r :~N~ ~14 8 •g I 25.00' I __ ,, --· -- ,..-.... q i:i:::J E-, ~ u <r: > '--" ~ <r: ~ i:i:::J > i:i:::J ~ <r: ....:I (i ; I FENCE -1.0· W ' ' ' ' X 'cl, I "' ·- 30' 3 4 I I b~ -Q. • I a,. ., "' --gj - 3: 3: ' !,, ~ !l). NO O• . -50 en~ 0 -0- -1} 0 IE] [iJ @ >I< X 0 0 • = WATER VALVE = WATER METER = FIRE HYDRANT = CATCH BASIN = MANHOLE = UTILITY POLE = LIGHT POST = GUY ANCHOR = SIGN = POWER VAULT/TRANSFORMER = TELE./TV PEDESTAL = PARKING METER = SECTION CORNER = QUARTER CORNER = FOUND MON. IN CASE = FOUND PROP. COR. AS NOTED = SET 1/2" I.R. W/CN' #21464 • 50.00 = SPOT ELEVATION __,i ---1,,,-----'-~ FOUND MON. IN CASE 4" X 4" CONG. MON. WITH 2" BRASS DISK WITH PUNCH (VISITED 7/2016) 3: • 1x> ~ 0 a, -... ~ N :-1 0 - FOUND MON. IN CASE 4" X 4" CONC_ MON. WITH NAIL "-..,_ (VISITED 7/2016) "-,.,_ -~ ENGINEER OFFE ENGINEERS 13932 SE 159TH PL RENTON, VIA 98058 425-260-3412 OWNER JANET WIXOM 6038 34TH AVENUE NE SEAffiE, WA 98115 NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING AS-BUILT DRAWINGS, AND ARE NOT GUARANTEED TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST BE VERlflED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 FOR UTILITY LOCATORS. ~ < 0 "' s:::.. U, ~ "' co ;: ;: !D ID ~ 0 w < "' "' 0 0 SHEET OF 1 JOB NUMBER 21622 1 I <.!) "' --------------- ~ "Ct (f) 0 0 0 ' <D ... w a:: 0... .. •. i: 1, ·I ., ,., '" :/ ii ,: I :. "' ... ... ·' I w z w -~ Z\ w > I. <G _, 1,, UJ r::::i 1· I A l I ' .. ,, ,. :·; ::: :: . I 'Z () ~\ ·, . . r::::i I w :SO.CC:" ·············-- i J OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFF ··:. ,, ' ' i' '\ '\~'·· ·--'~'-. " '., . \--I "' <:'\ ' ·. "·-~'">"-J ~-··,i""·;\,. ~ : .':~>-' "-;:._ ',_ '"' ·,, ' . ..• . • ·-·-. '~-', ; '·' /• ' (/ . I ~ "·-,,_ ---. . . .. . . '• ~-. ·. '·<., . . . . ~/ ' )~ ·------~ NE 5TH PLACE EXISTING CARPORT. AND: 11:c:1 SHED TO BE REMOVED · i>'i :::::iv:;: ' h :, I P (" 1,.·. \J, L' .. NO. REVISION \\'.;Ci, ;-· .. :\'.'.X INSTALL NEW 6" SIDE SEWER PER CITY DETAIL ; I ' '·-. )l i NEW WATERSERVICE AND METER BOX, INSTALL UNDER SEPERATE PERMIT BY CITY FORCES. .. iCf \. ' 1 C L' \"! / \ PROPOSED NEW HOUSE AND DRIVEWAY PROPOSED DOWNSPOUT TYPICAL HU ' ,· ,·,,< '' !-- DRY WELL INFILTRATION SYSTEM PER DETAIL RIGHT (TYPICAL) n E SURVEYED: HANSON SURVEYING DESIGNED• O.L. OFFE, P.E. DRAWN: O.L. OFFE, P.E. CHECKED, BY DATE APPR APPROVED: SCALE· SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY '\ VERTICAL: NA\/D 1988 HORIZONTAL: NAil 1983/1991 C.2.2 FC1L JNF!l .TRATlOS , _______________________ _ =,=======================, / / / VIGUH.1': c.z . .:tc TY Pl CU, Dl{YWEJJ, 1NVll,Tl{ATION SYSTEM V Hoof Dowm,pout Ccitch Basin (Yard Drain) -"'CRoor Downspout -now House Hoof Downspout -llow Fine Mesh Screen DRY WELL PLAN VIEW NTS L 'CMin.4"dia. Catch Basln (Yard Oraln) PVC Pipe Sides of Hole Lined with Filter Fabric- 0 48 Inch Diameter Hole Filled with 11 !2 . 3·· Washed Drain Rock 48 Jnch Diameter Hole Filled with 11/2-3"Washed Drain Hock Varies f,...--------15' min. -------,~~1i:flJ2..St"::~l_l DRY WELL SECTION NTS (>47 Min. ·1 · above Seasonal High (;lfounc.h,vater l ublo -t ORY WELL INFILTRATION SYSTEM: USE 90 CUBIC FEET OF GRAVEL PER 1,000 SQUARE FEET OF CONTRIBUTING IMPERVIOUS SURFACE; MAXIMUM OF 1,000 SQUARE FEET OF IMPERVIOUS :3URFACE PER DRY WELL. GRAPJ-JJC SCALE 0 10 20 40 RECOMMENDED FOR APPROVAL By: Date: -------------- I inch 20 feet By: Date: -------------- By: Dote: ~------------- Ti\X ACCOUNT NUMBER 712630~0050 By: Date: ·---------~---- CITY OF RENTON Planning/Building/Public Works Dept. WIXOM SHORT PLAT GARY BERG UTILITY/DRAINAGE CONTROL PLAN 532 EDMONDS AVENUE NE 08/01/2016 FIE LO BOOK: PAGE: DRAWING NO: SHEET: OF: 1 UTILITY -----~----~ -~ ----~------------~ CITY OF RENTON WIXOM SHORT PLAT FILE NO. LUA SI-IPL-A LAND RECORD NO. LND- OWNER'S DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION, THEREFORE DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. ~JAtvlE STATE OF WASHINGTON} ss COUNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE ME-------- -----------TO ME KNOWN TO BE THE PERSON(S) THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF THE SAID PERSON(S), FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. GIVEN UNDER MY HAND AND SEAL THIS __ DAY OF ----20_. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT _____ ~ STATE OF WASHINGTON~ ss COUNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE ME -------- -----------TO ME KNOWN TO BE THE PERSON(S) THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT SAID INSTRUMENT TO BE THE FREE ANO VOLUNTARY ACT AND DEED OF THE SAID PERSON(S), FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. GIVEN UNDER MY HAND AND SEAL THIS __ DAY OF----20_. STATE Of WASHINGTON~ ss COUNTY OF KING NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT -----~ ON THIS DAY PERSONALLY APPEARED BEFORE ME-------- ___________ TO ME KNOWN TO BE THE PERSON(S) THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF THE SAID PERSON(S), FOR THE USES AND PURPOSES THEREIN MENTIONED, ANO ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. GIVEN UNDER MY HANO AND SEAL THIS __ DAY Of----20_. NOTARY PUBLIC IN AND fOR THE STATE Of WASHINGTON RESIDING AT _____ __, LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF GARY BERG IN JULY, 2016. RODNEY G. HANSEN CERTIFICATE NO. 21464 PORTION OF THE SW 1/4, SW 1/4, SECTION 9, TWP. 23 N., RGE. 5 E., W.M. VOL./PAGE CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 2684147 DATED JUNE 17, 2016. LOT 5, BLOCK 1, RAINIER ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 105 fEET THEREOF. ADDRESS: 532 EDMONDS AVE NE, RENTON, WA 98056 EASEMENT TABLE PER FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 2684147 DATED JUNE 17, 2016. ITEM RECORDING NUMBER 3 404032 4 VOL. 14, PG. 21 NOTES RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF' (NOT LOCATABLE) ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT (NOT LOCATABLE) VICINITY MAP (NOT TO SCALE) ! • NE 5TH PL w z ~ NE 5TH CT i z EDMONDS ~ CT NE DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. LOT 1 LOT 2 TOTAL LOT 1 LOT 2 ZONE LOT AREAS 11,503.4 S.F. OR 0.264 ACRES + /- 4541.4 S.f. OR 0.104 ACRES +/- 16,044.8 S.F. OR 0.368 ACRES +/- ADDRESS TABLE 532 EDMONDS AVE NE, RENTON, WA 98056 SUBJECT PROPERTY NOTES DENSIW PROPOSED R-8 5.43 DU/ACRE 8.0 DU/ACRE DENSITY ALLOWED BY ZONE APPROVALS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED THIS ___ DAY OF--------• 20_. CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS __ DAY OF -------• 20 __ • KING COUNTY ASSESSOR KING COUNTY ASSESSOR RECORDING NO. RECORDER'S CERTIFICATE PREPARED BY: PORTION OF: FILED FOR RECORD THIS DAY OF --------- 20 __ AT __ M. IN BOOK Of -------- AT PAGE(S) AT THE REQUEST OF RODNEY G. HANSEN. MANAGER SUPT. OF RECORDS B/18/16 LATEST REVISION: 8/18/16 SW 1/4, SW 1/4, SEC. 9, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON WIXOM SHORT PLAT LUA_ , SHPL-A LND-_-__ HANSEN SURVEYING RENTON, WASHINGTON LAND SURVEYORS & CONSULTANTS DRAWN BY: RF DATE: 8/9/16 JOB NO.: 21622 17701 108TH AVE SE, PMB 206, REN'l'ON, WA., 98055 i,.,....--------1--------+---------""'"""" TEL: 425-235-8440 FAX: 425-235-0266 CHKD BY: RGH SCALE: N/A SHEET: 1 OF 2 i • I q .. " q • CITY OF RENTON ·wrxoM SHORT PLAT PORTION OF THE SW 1/4, SW 1/4, SECTION 9, TWP. 23 N., RGE. 5 E., W.M. VOL./PAGE CITY OF RENTON, KING COUNTY, WASHINGTON FILE NO. LUA ___ , SHPL-A SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF WAC 332-130-090. EQUIPMENT USED: 1 n TOTAL STATION LAND RECORD NO. LND-_ SURVEY METHOD: FIELD TRAVERSE 30' t:-x:l z ~ <r:: [/) 0 z 0 RELATIVE POSITIONAL TOLERANCE OF SET CORNERS: + /-0. 1' u {, Q) -.i- I() tO PARCEL OF UNKNOWN OWNERSHIP PER KING COUNTY ASSESSOR'S OFFICE RECORDS (APPROXIMATE BOUNDARY) I.() C\l FOUND MON. IN CASE CITY OF RENTON #398 3/8" COPPER PLUG IN 4" X 4" CONC. MON. {VISITED 7/2016) FOUND MON. IN CASE 4" X 4" CONG. MON. WITH 2" BRASS DISK WITH PUNCH (VISITED 7 /2016) (0.66' SOUTH OF CENTERLINE) (N 88'55'20u W 743.91'-P) t'I -- N --C! __ -i_N_E 5TH PL __ ----N 88'54'06n W 743 86' 436.57' (436.60'--p)·--~~...,,_...,._..,,,..,...,.,,,.___,_..__ """"'"'="""""~=--------· __ _...t----:..~-~"',"""" ........ -_--- bl ~I 307.29' II) Ill ~I ..... ~4J !~I 30' CON LL.? o-0 ~z i '-' 0 .... -.t .... (',j --- / I I 0 --.i- CCI 61.6' __ -- 61.7' <.O tri LOT 1 EXISTING HOUSE "TO REMAIN" EXISTING CARPORT AND SH ED TO _.e:;_-4---1-+-- BE REMOVED (S 88'55'20" E-P) S 88'54'06" E 54.00 LOT 2 406.57' LOT A 190.76' I I I I I 0 -F-::------~13~6.7~8'?"T-'""'t£fm~~~/--~~~~h¥--'ENCE ,., ~~J;,.t "\)'!, I I\ s 88'54'05° E 190.78 Cl 1.0' w Q\: 1v-~v I (N. LINE, S 105 FEET LOT 5) ~ $\ ~(j~ 6 ~E%iiD FENCE ,__ ___ c_x_~ <2>\\-~ 9,G\J I I FENCE 1.7' S EXISTING HOUSE BUIOUNG SETBACK LINE (TYPICAL) ,-- oi I tO .... 1 ~ ~E~c~ 1.s· s -u:t>c ¥ I I .o V" LOT 6, BLOCK 1 EXISTING HOUSE * I 0 3: • v I') N ? -0 (/1 0 (',11 __ 1 -25.00' -\ I 0""' _a. , I o,. llO t'I --m .... FOUND MON. IN CASE 4" X 4" CONG. MON. WITH 2" BRASS DISK WITH PUNCH (VISITED 7 /2016) FOUND MON. IN CASE 4" X 4" CONG. MON. WITH NAIL (VISITED 7 /2016) 1'1 30' o' 30' l:'5l"w'"" -- 60' ., BASIS OF BEARINGS IS CITY OF RENTON (NAD1983/91) TAX PARCEL NUMBER 712630005007 SITE AREA= 16,044.8 S.F. OR 0.368 ACRES + /- LEG END Iii = SECTION CORNER I = QUARTER CORNER 0 = FOUND MON. IN CASE O = FOUND PROP. COR. AS NOTED 4t = SET 1/2» I.R. W/CAP #21464 COR = CITY OF RENTON SP = SHORT PLAT REC. NO. 7809060875 BLOCK 1 ~c~~s1,\ : ~c<i1-~s1,\ I #\1-?O· ~ LOT B ~\~\1-?O· I ~ 0 ui 0 LOT 5, 0 r.£1 30' ... ~~\ \~ o ~~ \~ I "'10 \>· II) "'10 \>· + r_Jo.oo·_ r\ 1-::::-::---=---------.!T~!:!..::!2_ ___ 1_Tffif~r--~~---~------.=.:::.:+~~ _ ----190.77' S 88'54'06• E 406.59' --..,. 25.00' ..... (S 88"55'20" E 406.57' -P~ --r-"'-------r-------------..---------------------------1 PORTION OF: 30' 1 FOUND MON. IN CASE CITY OF RENTON #612 3/8" COPPER PLUG IN 4" X 4" CONG. MON. (VISITED 7/2016) 8/18/16 LATEST REVISION: 8/18/16 PREPARED BY: HANSEN SURVEYING SW 1/4, SW 1/4, SEC. 9, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON WIXOM SHORT PLAT LUA_ , SHPL-A LND-_-__ RENTON, WASHING'fON LAND SURVEYORS & CONSULTANTS DRAWN BY: RF DATE: 8/9/16 17701 108TH AVE SE, PMB 208, RENTON, WA., 980551-------+------~i,.....-------..........t JOB NO.: 21622 TEL: 425-235-8440 FAX: 425-235-0266 CHKD BY: RGH SCALE: 1" = 30' SHEET: 2 OF 2 0 f',,- "<;f" 0 0 0 I "<;f" -r- w a: (l... ~ ...J a.. l-a: 0 I Cf) ~ a: a: LU ~ CALL 811 BEFORE YOU DIG! 1u' t!','.:Ci!J U' tJC{:1f; \ \ \! "'J \ ' OFFE ENGI1\JEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. LO f JO REVISION I I I I I :a I 3< I ' I rol o a, 8("1k (/)Io 0 ',< ~I Cl:'. ( o_l t OT , BY SURVEYED: PLS. INC. SURVEYING DESJGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: DATE APP R "''""""' SCALE ONE INCH AT F\JLL SCALE IF NOT ONE INCH SCALE ACCORDINGLY / EX. 8" WM WD 90 I EX. 4" SS-FORCEMAIN COR EX. 8" SS COR ;;~Ht! ?,!J ,cJZ-tU7' B'C:illtN:".l H lf.,~'.)2-cl /' U\:iiAHHE\. $ 1[,·,32,}B' I CB RIMco.,J~ll.D2' 24~CP/-' N£ ·-SW le ,,,,_y5;5, 7' l,'i i.)'.:h~ ':Lf'.V,,,.:_H{1 ht\' vrnTICAL: NAVD 1986 HORIZONTAL: NAO 191l:S/1991 CITY OF RENTON Planning/Building/Public Works Dept. NOTE: EXISTING UTILITY LOCATIONS SHOWN HER[ON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 GRAPHIC SCALE 0 20 40 80 J inch 40 feet RECOMMENDED FOR APPROVAL By: Date: -------------- By: Date: -------------- By: Date: -------------- By: Date: -------------- MERRITT SHORT PLAT MIKE/CINDY MERRITT UTILITY PLAN 2505 LYONS AVENUE NE 11/17/2015 FIELD800K: PAGE: DRAWING NO: SHEET: UTILITY ' ( ' . j/\\; 1 ,1 l I • I CITY OF RENTON SHORT PLAT FILE NO: ___________ _ LAND RECORD NUMBER: ________ _ OWNERS' DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED BEING ALL OF THE OWNERS OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. MIKE MERRITT STATE OF < COUNTY OF ________ ) SS I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ----------~OF ____________ _ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED------------~ SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC TITLE-------------- MY APPOINTMENT EXPIRES ------- RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF _______ ,20 __ AT ____ M IN BOOK ------OF SURVEYS AT PAGE_~~-- AT THE REQUEST OF __________ _ COUNTY RECORDER / AUDITOR APPROVAL CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT EXAMINED AND APPROVED THIS __ DAY OF ------, 20 __ _ ADMINISTRATOR EXISTING LEGAL DESCRIPTION: PER FIRST AMERICAN TITLE INSURANCE GUARANTEE NO. 2363645 DATED DECEMBER 18TH, 2014 PARCEL A THE WEST 548 FEET OF GOVERNMENT LOT 1, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; EXCEPT THE NORTH 744.708 FEET THEREOF. AND EXCEPT COUNTY ROAD. LESS ALL COAL AND MINERALS AND THE RIGHT TO EXPLORE FOR AND MINE THE SAME. PARCEL B A NON-EXCLUSIVE EASEMENT FOR ROADWAY PURPOSES OVER AND ACROSS THAT PORTION OF THE SOUTH 15 FEET OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER LYING EAST OF A LINE WHICH IS 563 FEET EAST OF AND PARALLEL TO THE WEST LINE OF SAID SUBDIVISION; EXCEPT COUNTY ROAD. PARCEL C A NON-EXCLUSIVE EASEMENT FOR ROADWAY PURPOSES AS A MEANS OF INGRESS AND EGRESS OVER AND ACROSS A STRIP OF LAND 30 FEET IN WIDTH, THE CENTER LINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER WHICH IS 548 FEET EAST OF THE SOUTHWEST CORNER THEREOF; AND RUNNING THENCE NORTH PARALLEL TO THE WEST LINE OF SAID SUBDIVISION TO TERMINATE AT A POINT WHICH IS 744.708 FEET SOUTH AND 548 FEET EAST OF THE NORTHWEST CORNER ere SAID SUBDIVISION. AND EXCEPT ALL COAL AND MINERALS AND THE RIGHT TO EXPLORE FOR AND MINE THE SAME, AS RESERVED BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 192931. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL TABLE PARCEL AREA (SQ.FT.) LOT 1 14,822 LOT 2 14,252 LOT 3 16,188 LOT 4 23,664 LOT 5 27,378 TRACT A 105,284 -:=:o ~t-..1 SPA-Ck TRACT B 191 -,=-fl..l VY\ p 1-\c)l;l S (;- TRACT C 8,789 ,c-e.c,p.. ~w A y TOTAL 210,567 LAND SURVEYOR'S CERTIFICATE THIS LOT LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE IN OCTOBER, 2015. KURT A PARCHER, CERTIFICATE NO. 49286 KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS __ DAY OF _____ ,20 __ f<ING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR EXCEPTIONS: PER FIRST AMERICAN TITLE INSURANCE GUARANTEE NO. 2363645 DATED DECEMBER 18TH, 2014 1.) DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: MICHAEL M MERRITT AND CYNTHIA L MERRITT, HUSBAND AND WIFE GRANTEE/BENEFICIARY: TRUSTEE: MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC., "MERS" SOLELY AS A NOMINEE FOR COBALT MORTGAGE, INC., ITS SUCCESSORS AND ASSIGNS STEWART TITLE AMOUNT: $286,000.00 RECORDED: AUGUST 21, 2012 RECORDING INFORMATION: 20120821001846 2.) RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: AUDITOR'S FILE NO.: 193931 AS FOLLOWS: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR MINING OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. NOTE: WE HAVE MADE NO EXAMINATION OF THE PRESENT HOLDER OF SAID RESERVATIONS. 3.) EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 4590943 IN FAVOR OF·: ROBERT N. BRADLEY AND ROSE I. BRADLEY FOR: ROADWAY PURPOSES, INGRESS AND EGRESS 4.) DRAINAGE RELEASE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: VIRGIL B. GOODEN AND SALLY M. GOODEN AND: KING COUNTY RECORDING INFORMATION: 6451736 5.) RESTRICTIONS LIMITING THE USE OF THAT PORTION OF THE PROPERTY HEREIN DESCRIBED LYING WITHIN 100 FEET FROM A WATER WELL AS IMPOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7805040877. 6.) EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JULY 05, 1979 RECORDING INFORMATION: 7907050891 IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM 7.) THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LETTER REGARDING ROAD MAINTENANCE" RECORDED: JUNE 17, 1988 RECORDING NO.: 8806170657 8.) AGREEMENT RELINQUISHING CERTAIN EASEMENT RIGHTS AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: MIKE AND CINDY MERRITT AND: STONEGA TE LIMITED RECORDING INFORMATION: 9503011180 9.) CERTIFICATE OF FUTURE CONNECTION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: KING COUNTY WATER DISTRICT #90 MICHAEL MERRITT RECORDING INFORMATION: 9507240645 10.) REIMBURSEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: KING COUNTY WATER DISTRICT NO. 90, A WASHINGTON MUNICIPAL CORPORATION AND: ROBERT A. HOLMES RECORDING INFORMATION: 20080321001073 ••PLS~ Inc. •• Professional Land Surveyors 1595 NW Gilman Boulevard, #15 Issaquah, Washington 98027 (425) 313-9378 (fax) 313-9379 DRAWN BY: BPM CHECKED BY: KAP/BVP JOB NO.: 15064 RECORDING NO. VOLUME/PAGE SCALE: PORTION OF NE 1/4 OF NE 1/4 SECTION 3, TWP. 23 N., R. 5 E., W.M. SURVEYOR'S NOTES: 1.) BASIS OF BEARINGS: NORTH 33' 58' 46" EAST, BETWEEN CITY OF RENTON MONUMENT NO. 2097 AND NO. 2697, BEING THE CALCULATED INVERSE OF THE PUBLISHED COORDINATES BETWEEN THE TWO MONUMENTS. 2.) FIELD SURVEY METHODOLOGY: ACCESSIBLE SURVEY MONUMENTS AND MARKERS WERE FIELD MEASURED USING A TOPCON GLOBAL POSITIONING SYSTEM (GPS). MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS WERE TIED TO THOSE POINTS USING A TRIMBLE 5-SECOND OR BETTER ELECTRONIC TOTAL STATION IN CONFORMANCE WITH ACCEPTED SURVEY PROCEDURES WHICH MEET OR EXCEED STATE STANDARDS SPECIFIED BY WAC 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. PROPERTY CORNERS AND LINE MARKERS WERE ESTABLISHED USING AN ELECTRONIC TOTAL STATION. 3.) INSTRUMENT CALIBRATION: ALL MEASURING INSTRUMENTS EMPLOYED IN THIS SURVEY HAVE BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.) FOR YOUR INFORMATION: 0.0833 FEET = 1 INCH ON THE GROUND 5.) KING COUNTY TAX PARCEL NUMBER: 0323059108 6.) ORIGINAL PARCEL AREA: 210,567± SQ. FT. (4.83 ACRES) 7.) THE PROPERTY AND PUBLIC RIGHT-OF-WAY LINES SHOWN HEREON ARE BASED ON A BOUNDARY SURVEY BY PLS, INC .. PERFORMED CON CURRENTLY WITH THE MAPPING OF THE SITE. 8.) ZONING FOR THIS PROJECT IS: R1, ONE DWELLING UNIT PER ACRE. 9.) FULL RELIANCE HAS BEEN PLACED IN FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NUMBER 2362645, DATED DECEMBER 18, 2014 FOR REVELATION OF EASEMENTS. NO FURTHER SEARCH OF THE RECORDS HAS BEEN CONDUCTED. 10.) THE GRAPHIC LOCATION AND SIZE OF SOME PHYSICAL FEATURES SUCH AS FENCES AND UTILITY STRUCTURES MAY BE SLIGHTLY EXAGGERATED FOR CLARITY PURPOSES. 11.) PROPERTY CORNER AND PROPERTY LINE MARKERS, INDICATED AS "SET' ARE TO BE ESTABLISHED FOLLOWING PRELIMINARY APPROVAL BY THE AGENCY AND PRIOR TO RECORDING OF THIS MAP WITH KING COUNTY. SITE VICINITY MAP NOT TO SCALE w fJ) _f'JE_2.4_T_H_S_T'_ ~ <( ~ SE 102 ST ~ ----···-T"'"" MERRITT SHORT PLAT PROPERTY OWNERS: MICHAEL & CYNTHIA MERRITT 2505 LYONS A VE NE, RENTON WA, 98059 TAX PARCEL NO. 0323059108 1----------------------------; SCALE: DATE: N/A PROJECT ENGINEER: DEC 16, 2015 OFFE ENGINEERS CONTACT: DARRELL OFFE, P.E. 13932 SOUTHEAST 159TH PL RENTON, WASHINGTON 98058 PHONE: 425-260-3412 SHEET: 1 OF 2 I • i CITY OF RENTON SHORT PLAT RECORDING NO. BOOK/PAGE SCALE: FILE NO: __________ _ , ... ., 80 0 20 40 PORTION OF LAND RECORD NUMBER:. _________ _ NE 1/4 OF NE 1 /4 SECTION 3, TWP. 23 N., R. 5 E., W.M. TRACT ·c· 'I CALCULATED ------------------------------------------------------~~~~.?~~~~---2~~2.77'(C)(P12~~-~~~~.:.~~i~~~~~5) ---------N._LJNE NW 1/4 NW 1/4 ----------------------~ i\__ 34 35 ) GOv'T LOT 1 V FOUND STDNE ~:~~:~~~-~~~::~ED 'X' IN CASING~ -...... DOWN 1.5' BELOW GRADE j r; °N CITY OF RENTON MONUMENT ID #2097 / j ,-I I I / 11 I ~ e:, <t-o I I 1 / 1 1 I r---..._., I B,\OG( I 1 ~ : LOT 30 LOT 31 " ... 1G\..t..'< I co(('!<. LOT 32 j TPN '-I I \..r-1" "" I .p. 0323059102 / '-- r I ;,..1 wl,r-11 I I '--'--~ / lr,\·\ _____________ J.... _______ _;_ __ ,..L _____ NB:~~r'W;--54:a.c~ci7is:-~nS)---1.'---------------------------~-~ , 1 I: N88"37' I 7"W 548.00'(C)(153/105) I '\ I / ! FOUND 1/2" REBAR AND CAP STAMPED 'HANSEN 21464' 1.5' WEST AND 2.0' NORTH OF CALCULATED CORNER TRACT A I I 1 ----1 I I I ~I I "-I I"): 30' NON-EXCLUSIVE EASEMENT --j I---/ ;:? i FOR INGRESS AND EGRESS >< 1 I I I a:: Xf I I ;:::,.I 21 _,. f.l ~ ~ I I I TRACT ·c· •"'-' V" :!:! l{)co 1 1 STONEGATE -~NI iii ·-------I I ,,gi ~ I if r--. '1: / / / LOT 16 / / LOT 15 / / / / FOUND 1 /2" REBAR AND CAP STAMPED 'HANSEN 21464' , ON LINE / 0 z a:i I") ~0'/1,.. I I Cl'.) I ~;:-s::.;00 ,: 0 N 0 I r-..: I 0) ,: ~ <t>/,i! I I I J_ I ~~,. I I I ! TRACT B LINE TABLE LINE # LENGTH BEARING L1 15.15' S85' 20' 15"W N88"01 '40"W '184.00' L2 12.67' N3' 51' OO"W I / / FOUND 4"x 4" CONCRETE -/ / I I MONUMENT W/ BRASS CAP / I IN CASE / !°N ~ I I DOWN 0. 7' BELOW GRADE / 1 ro ~ CITY OF RENTON i m :.: w MONUMENT ID #2697 / CALCULATED j ~ z (f) ~.~ LOT 5 § // ,_ _ 1 /_ _ I'. _ ---1~--_ ~~(C)(P1) _ __ '\__ \ l ~ ! ~ v, I · N88'01'40"W 11 ~.w 3:: <( 0 S88'01'40"E / 'v IN L 3 I ~ (/) -26.00· ----:-::::::--:-:.~:-----.1.....l-1..._.,_0 I / ,~ ' NE 26TH ST. ! £ ; ~ c::J l!:=..,..:::i-------,---~ !:'J N88'01 40"W 100.00· I ~ I ;; ~"~6 ' : 5 :J t -o. S01 "58'20"W r-.: ~-.,,.. c:y <o'o j z LJ L1 58. 72' ;'I 9 I _.,,--19 30, ro ~ OJ' ~ L3 15.14' N85' 50' 16"E L4 12.54' S3' 54' 56"E 0 0 r-.: N TRACT B OCl ~;;; i....-----I o t') I / 4 Jv'°')'o,(3_' ;3 Li.=9o·oo·oo" o ~ 11 0 r-------------.!::N:;2.8;;.8';01~· 4~o~"~w-~2~54~·!2:03~·-____ _j__l") ____ 1 _ 5 ·_ 0 T 2·_lLL~ ~ -. \ ,,,,-~,:;;:~~'. 1 1 g :N'.110~ 1 1 l " '-= 248.01' Li.=9o·oo·ooK I N88·01 ·4o"w 228.oo· S01'25'01"W • R 15 00' ._---------..!.!::~~~~~~~-----------...:.-J 20.00·--g L,:'23:55' TRACT C I o ~ / ;' ~~~HN~R~~s 4~A~o~iRiJ~E MONUMENT / z ~ 's:: z .... D '--. 3:: SHED z w z :J ;;: . ~ 0 .... ~ " . : . HOUSE #2505 mi:! .. ~ .. I LOT 4 r--:N-:-::8:-:8-:-::'0'."'.'1 :-. 4-0::-"W--79-.2-9-.--1,,.J~,:::::-45.0<Y-:1-------125~-;---!N~8~8~'0~1~' 4~0~"w~~30~0~.0~2r·----~::-:-'.':'-----..,'~~~J· I DOWN 0.6' BELOW GRADE l N01'25'01"E 45.00· _., 125.01' 1 I --..I Lu ix:,I 6.00' 130.01' I I f/' 2 ~1 I "-" _o ~ 1")1 I in (!) -<e I I ~ 1 '5 en : I I ;°::!C/J2 i ~ I I -I I -J I LOT 3 . 0 -~ 0 ~ ~ ~ ~ ~ 's:: LOT 2 . ~ 0 LOT 1 I I WITH BRASS CAP IN CASE / l() .!3 \'J l{) 0 \'J V) I ~ I vi FOUND 4"x 4" CONCRETE MONUMENT I DOWN 0. 7' BELOW GRADE j .A,spl-f.A,t_' D I / ~ <_j 0 V) /?/VF::=±~~;===~::=======t~~~~~:----------t-------------~-L j I Li.=8"33'18" -........ I / R=230.00' /-~ -------i·r:;,· :::~;;;~~; 1 ~ 4 t3;..0~1 ·~;------L-T...:::=~~~~~77~~7f=~==~~A~SP~H~A~L~T~D=R~IVE~~~~~~~=====1=====;;;;;~~:::t':j~ I r L=34.34'(c), I 150.00·----------JI------- I ;~~~~E6/~E:E~:;3;.ND CAP I s. UNE NW 1/4 NW 1/4 I N88'01'40"W 548.0~.~~)~~·1-)---,----+--------130.01' : -)~ 24;80'4 _________ _2±9.8~-CALC~LATED \ j / 0.1' WEST OF CALCULATED CORNER \ / J/ 1 N88'01'40"W 774.64' ------,/ L.---~ LEGEND: + ~ 0 I 1 5..,. .. o." .. 1 b GP.. it-1 ;2" REBAR AND cAP / I . I i:-r I FOUND 1 ' JAf,.1 ·1 4 2015 LOT 9 \ LOT 8 / LOT 7 LOT 6 STAMPED 'HANSEN 21464' 1 ' / I 1 ! I SECTION CORNER FOUND MONUMENT IN CASE (AS NOTED) FOUND REBAR AND CAP (AS NOTED) SET REBAR AND CAP STAMPED 'KAP 49286' (C) (P1) (P2) (XXX/XXX) MEASURED OR CALCULATED BY PLS, INC. PER THE PLAT OF STONEGATE PER THE PLAT OF LANGLEY RIDGE AT MAY CREEK RECORD OF SURVEY (ROS) -VOLUME/PAGE ••PLS, Inc. •• Professional Land Surveyors 1595 NW Gilman Boulevard, #15 Issaquah, Washington 98027 {425} 313-9378 {fax) 313-9379 DRAWN BY: BPM CHECKED BY: KAP/BVP JOB NO.: 15064 MERRITT SHORT PLAT PROPERTY OWNERS: 2505 LYONS AVE NE, SCALE: RENTON WA, 98059 1 " = 40' MICHAEL & CYNTHIA MERRITT TAX PARCEL NO. 0323059108 DATE: PROJECT ENGINEER: DEC 16, 2015 13932 SOUTHEAST 159TH PL OFFE ENGINEERS RENTON, WASHINGTON 98058 SHEET: CONTACT: DARRELL OFFE, P.E. PHONE: 425-260-3412 1 OF 2 i . 0 r--. """' 0 0 0 I """' ,- w 0: a.. ~ a.. f- 0: 0 I Cf) f- f- 0: 0: w ~ I- (_) <( 0-: 26.0' I- lL 0 w z ::::i I I- 0-: 0 z 13.0' CALL 811 BEGIN PAVING SECTION STA. 0+01.22 ·(j~ BEGIN PRIVATE STREET STA. 0+00.00 TRACT C I- (_) <( PRIVATE ACCESS & UTILITY 0-: I- TRACT lL 0 wlo w z <( z -,o ::::i (21 er: WO I ~w I- ~ wi> 0 (_) <( (/) o_ 13.0' 1 o· I 2% r 12" 4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT-2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PRIVATE ACCESS ROAD (PRIVATE) N.T.S. BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE NE 1/4 OF SECTION 3, TOWNSHIP 23 N., RAI\IGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON ;- 1 ,;r---t:----..;.;;;.__ I I ·,{ I ---- 0 0 0 0 I!) ~ I"-I') o:i o:i ,...: ,...: -sj--sj--sj--sj- I') I') I') I') 350 340 330 o+oo NO. 1 J l ', \ X · ... " '•,"' REVISION 0 I!) co -sj- 1') LOT 2 1 +oo X \ LOT. 5 •, BY L=4D.O' • TRACT C • 2+00 SUR'YO'EO; = PLS, INC. SURVEYING V£KTICAI...;-NAVO 1988 SCALE HORIZONTAL.: NAO 19a3/1991 0£SIGHED: ® D.L. OFFE, P.E. DRAWN, D.L. OFFE, P.E. ONE INCH CHECKt:D; AT FULl. SOII..E If' MOT OOE INCH DATE APPR N'PROVEI>. 5C'LE""'°"""""Y -~ I!) 01 o:i I') I') L=40.0' :;j: 0 o:i 0 I') +r<J r<J II .!J. Ci > __J D..W :,c __J <( . 3= . w 0 0'1 l"- 1') I') Oo w > VJ z 0 lL W Z O => w z :,c ..... w ~ ~ (/) i z 0 :::; -2iOO%. 3+oo CITY OF RENTON Planning/Building/Public Works Dept. 350 340 330 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 INSTALL CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE R-1, STD. PLAN 104.1 GRAPHIC SCALE 0 40 I I 1 inch = 20 feet RECOMMENDED FOR APPROVAL By: ________ Date: ___ _ By: ________ Date: ___ _ By: ________ Date: ___ _ By: ________ Date: ___ _ MERRIIT SHORT PLAT MIKE/CINDY MERRIIT STREET PROFILE/SECTION 2505 LYONS AVENUE NE 11/17/2015 PAGE: DRAWING NO: SI-EET; PROFILE JM~ 1 ti 2016 ! • / PRELIMINARY TOPOGRAPHIC SURVEY NE 1/4 NE 1/4 SEC. 3 TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. KING COUNTY, WASHINGTON I I I -I I I I I I I I I LOT 30 TRACT 'C' LOT 16 / / / / / / / 24" MAPLE LOT 15 18" FIR 10·· DECIO 12" DECIO I I TPN l LOT 31 LOT 32 J 0323059102 J 1 , ' r---------------L ____________ L ________ Na~N~s~w------i ______________________________ JI ',,_ l N88'37'17"W 548.00' , ' ': iii n ~ 5 1o f" 5 (/) LOT 9 LOT 8 0 18" \ '\.,\ ' ', 0 0 12" DECIO 18"' Dl:CID ~ a• FIR 12· D,~c·1.o ~ 0 /~·,\ \_ ~ / \ *B" FIR'24" DECIO . \ * 12" FIR 12" DECIO \ 8" FIR '\ \ '6 \ . 18" DECIO \, . "" \,12• DECIO 12" DECIO ·,\~-12" OECID 0 TPN 0323059108 \ \ \ \ 0 \\ 12" DECIO LOT 7 \ \ \\ \ \ I I \ • \ ASPHALT ,_'b DRIVE /'J ;--~· I I I I I I I I I I \ •. \ \ \ \ )< \. --·Nsa-01·4o·w LOT 6 / / / .~ 5 ~ 5 (/) I , c I ' ' ' ' ' ' ' ' TRACT 'c• / / / / / / PLS #15~ / PK NAIL ";61. ELEV= 335.11' / -j-I I __ _) I I ASPHALT ROADWAY / I I I / I I I I I ' I I I I I I I I I I I I I I I SSMH RIM=3.39 . .37' 8"CHANNEL N IE=328.7' 8"CHANNEL S IE=328.8' I CB RIM=340.02' 24"CPP NE -SW IE=335.T I I PL:-:f------ TACK IN LEAD ELEV=340.86' I I I I SSMH RIM=343.01' 8"CHANNEL NE -SW IE=330.8' I LEGAL DESCRIPTION: {PER KING COUNTY ASSESSOR) THE WEST 548 FEET OF THE FRACTIONAL NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 3. TOWNSHIP 23 NORTH. RANGE 5 EAST W.M .• IN KING COUNTY. WASHINGTON: EXCEPT THE NORTH 744. 708 FEET THEREOF; AND EXCEPT COUNTY ROADS; NOTES AND COMMENTS: 1.) PURPOSE OF SURVEY, THE PURPOSE OF THIS SURVEY WAS TO DEVELOP A 1-FOOT CONTOUR INTERVAL TOPOGRAPHIC MAP OF THE SUBJECT PROPERTY FOR USE AS A PLANNING AND DESIGN BASE BY OTHERS. A BOUNDARY SURVEY OF THE SUBJECT PROPER1Y WAS PERFORMED CONCURRENTLY WlTH THIS MAPPING. 2) HORIZONTAL DATUM· THE OVERALL HORIZONTAL DATUM FOR THIS PROJECT IS NAO 83/91, WASHINGTON COORDINATE SYSTEM, NORTH ZONE, BASED ON GPS MEASUREMENTS USING THE WASHINGTON STATE REFERENCE NETWORK. 3.) VERTICAi DA TUM, THE VERTICAL DA TUM FOR THIS SURVEY IS NA VD 88, BASED ON GPS MEASUREMENTS USING THE WASHINGTON STATE REFERENCE NETWORK. 4.) FIELD SURVEY METHODOLOGY, FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING A 5-SECOND OR BETTER ELECTRONIC TOTAL STATION IN CONFORMANCE WITH ACCEPTED SURVEY PROCEDURES WHICH MEEf OR EXCEED STATE STANDARDS AS SPECIFlED BY WAC -332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. 5.) INSTRUMENT CALIBRATION, All MEASURING INSTRUMENTS EMPLO"!ED IN THIS SURVEY HAVE BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 6) THIS MAP GRAPHICAL! Y REPR•SENTS CONDITIONS AND FEATURES EXISTING AT THE TlME OF THIS SURVEY ONLY, WHICH WAS PERFORMED DURING JUNE OF 2015. 7.) THIS SIIRVEY WAS PREPARED FOR THE ~ USE OF THE CLIENT NAMED HEREON. ITs' USE DOES rmT EXTEND TO ANY UNNAMED PERSON OR PERSONS WITHOU r THE EXPRESS RECERTlFICATlON BY THIS SURVEYOR NAMING SUCH PAR1Y. 8.) FOR YOUR INFORMATION, 0.0833 FEET ~ 1 INCH ON THE GROUND 9.) KING COUNTY TAX PARCEL NUMBER, 0323059108 10) PARCEi AREA-210,567± SQ. FT. {4.83 ACRES) 11.) THF IJNDERGRQUND UTll lTlES SHOWN HEREON HAVE BEEN LOCATED FROM THE FIELD SURVE"!ED LOCATION OF VISIBLE SURFACE UTILITY STRUCTURES SUCH AS MANHOLE LIDS, GRATES, GAS AND WATER VAL VE LIDS, ETC ..• WE MAKE NO GUARANTEE THAT THE UNDERGRDUNO UTILITIES SHOWN COMPRISE ALL SUCH UTILITlES IN THE AREA, EITHER IN SERVICE OR ABANDONED. NOR THAT THAT ARE IN THE EXACT LOCATlON SHOWN. AN UNDERGROUND UTILITY LOCATlNG SERVICE WAS NOT HIRED BY PLS, INC. NOR OTHERS TO SURFACE MARK UTILITY LINES FOR THIS PROJECT. UTILITY INVERT ELEVATIONS AND PIPE / FLOW LINE DIAMETERS SHOWN HEREON ARE BASED ON OBSERVATIONS FROM THE TOP OF THE UTILITY STRUCTURE AND Af!E APPROXIMATE ONLY. FOR SAFETY REASONS NO PHYSICAL ENTRY INTO THE UTlLITY STRUCTURE WAS PERFORMED DURING THE COURSE OF THIS SURVEY. 12) THF PROPER1Y AND PUBLIC RIGHT-OF-WAY LINES SHOWN HEREON ARE BASED ON A BOUNDARY SURVEY BY PLS, INC •. PERFORMED CONCURRENTLY WITH THE MAPPING OF THE SITE. SAID BOUNDARY SURVEY WAS PERFORMED WITHOUT BENEFlT OF A CURRENT TITLE REPORT AND, ACCORDINGLY, MAY NOT INCLUDE EASEMENTS AND OTHER RESTRICTlONS OF RECORD, IF ANY. 13) THE GRAPHIC I OCATION ANO SIZE OF SOME PHYSICAL FEATURES SUCH AS FENCES AND U FILITY STRUCTURES MAY BE SLIGHTLY EXAGGERATED FOR CLARITY PURPOSES. LEGEND: ~ 0 .Ii. I -•-I * 0 .LL FF !QI ,Q 0 Ell !><l ca l<.-:1 ® -ss- ll!IIl -SD- 0 15 30 SCALE: 1"~30' CONTOUR INTERVAL: 1 FOOT FOUND MONUMENT IN CASE FOUND REBAR AND CAP FOUND TACK IN LEAD SET PK NAIL 60 TREE {CONIFEROUS) WITH TRUNK DIAMETER NOTED TREE (DECIDUOUS) WITH TRUNK DIAMETER NOTED FENCE FENCE/GA TE POST WOOD SIGN FINISH FLOOR BUILDING COLUMN POWER METER TRANSFORMER TELEPHONE RISER GAS METER FIRE HYDRANT IRRIGATION CONTROL VAL VE WATER METER WATER VALVE CONCRETE SURFACE GRAVEL SURFACE SANITARY SEWER MANHOLE {SSMH) SANITARY SEWER CONNECTION CATCH BASIN {CB) STORM CONNECTION IE INVERT ELEVATlON CPP CORRUGATED PLASTIC PIPE ( __ o CJ c·,.J """ ,...., --,--,, ~ ---, ~ u f LO I'-.~ ~"'"' '1lc a o, .s , 1J~ (0 J, "' ,, "'0) ~ C ~ "' • ~a><' Cl)' .... • 60J~ C .e co .s ~ " C: -c: " "'"' <Xl ,1! ,§,;: ~ ~ (!) 0) II s -c:" "1 2:§~ ~ [~ "'"'"" ~-~ ti ct k.. (\l Q ::r:, (/) t;; L,J I U) \---\-w. ~ f: (i) z 0 (/) GJ er:: DRAWN BY: 8PM SCALE: ~ 0::: 0::: w :::!!: w ~ ~ z 0 ti: ti:: () VJ w 0 w ~ 0 0 z 1"= 30' JOB NO: w z w > <( (/) z 0 >-....I l() 0 l!) N ,:..: z L,J ::J (.) co l() 0 co O"l <( s: z 0 I-z w 0::: I- I- n::: n::: w ~ w ~ ~ CHECKED BY, KAP DATE: JUN 16, 2015 15064 DRAWING NAME, 15064 TOPO.DWG SHEET 1 OF" 1 TRACT 'C' LOT 16 24" MAPL~ NO NUMBEI; LOT 15 LOT 9 fRff Rfff:NflON PLAN -INVf Nf ORY LOT 8 " ---v-I e _\ I / -~// -:? di~2\ \ ~ ' --·a·,o:wrn . 'I~ .-.'C,·•, f 0 ~---,n",11:!')ER-;,---:;a;;TRi;,-'•021 \ , -~--1, + 'xr/TRE_Ei#Ol_i-, o -~ I ' 1 /$48"/ CEDA.I -,_\ in / • ,.. ,com: --.,.,~-· · • M '"/ '• , · · s l_ E #023 l~',E_ 19 1 / \ / \ o TRE _ \ --\ ,, --// _.2+~ /~35" OCU-G I FIR(/) ', \ ~--0----------4EJ".\CEDAR __ __. ' ,; ' I -' i-'--/f> --TR EE #01 B TREE'-.#C\1Z I/ LOT 7 -TRIIE ,<0'29 / 10" ALDl:J-~ /-T!I c I I 0 · '----;= \ '·"'--40''-;;?D R i ' i-TREE #01 / ------~-/ / ---------SSMH RIM=339.37' , 8"CHANNEL N IE=328. 7, B"CHANNEL S IE=328.8 I CB RIM= 340.02' ?4"CPP NE -SW iE:=335. 7' EB NORrH w '.,' 0 DESIGNER: JMY DRAnlNG BY: JMV DATE: 10-13-15 SCALE: AS SHOWN L-1 120 22 11 x.54 11 5Hfff SHEET 1 OF 4 JAiJ 1 4 20/6 LOT 9 LANt75CAP8 PLAN 1 11 ""20 1 -011 i • I YARt? rRff5. fYPICAL. INSTALL Af 11Mf Of BUIL-DNCi PfRMIT LOT 8 ,~--~ 0 / \ L__ 18" ALDER '(R~E #023 LOT 7 YARt? fRfb, fYPIC,t,r N5TtV 'Af 11Mf Of 5Ull-Dll\1Ci E:RMIT- l_ LOT 6 fXl5flNCi fRff fO f:t RfTAII\IW, fYPICAL 8"~fCIR TR.EE #026, '*\ a NOR1H . m 0 r< <X} n PLS #15- Pf< NAIL ELEV= 335.11 • "'-rcM ::,_, H RIM, 8"CHANNE 8"CHANNE I -CB .. RIM=340 02' 24 CPP NE _ SW IE=335.7' V) zZ og -0.. V) c2 > vl W Lu er::: 0 ci z ,;>-·\":,'j ~>;.:,\ N..0 U.-"-1"'-IC\ :<·-··_·_) ~\ 2 _____ ~--· __ '_.·_· ____ · . ....s:::: \)'. '-!;) ~ B,'&>,. > l'3 1f T "-4-c .·· .• ;·'<S··i ~ -R ,.D.."'"' ·.'· · __ -'·>-. ""' _s: ___ " ~ '"' ·. HJ . 1s '-J , C; ~ ~~,,~~•;;_,:~\-& k \ /'3 I\ ~ __i,,f..~:·:~,s::: ,::'i ·: '3 ~'--~."' Iii s--:,}3 -s- ,-.... _ /R ~ >-,,:,-.,. _ltm !il ,,,.-._._c..:·-ro "-J :>: • i..D. '""~ ~ -" ':E 1ij 3 >---~· R ~-". j \\ ,:-~ _-.:::/'·,· . .i..l.....l\ > ~ ~---:-··---.:.:::J 'nw· ·. .z '9Y ,, , ...... , .·· '·'" ,,, ... "'--. ! *'~~---~ ~-: ,:'.·~· ·" . ·-) ·,·~·-·-l)l . "---. 4r·~~1f:,,:.};;f I \-- ~ DESIGNER: JMV DRAFflNG BY: . JMV DATE: 10-13-15 SCALE: AS SHOWN L-3 SHEET 3 OF 4 3ERRY CONC. STEP LOT 9 lANt75CAPr: PlAN 111 ~ 20'-011 / ! YARD fRt't'S, fYPIC/11.. INSf/11.L. Af 11Mt' Of BUIWINCi PE:RMlf LOT 8 ----------. ~~ ·-----\ --~- LOT 7 Yf'RD fRrE:5, f'!PICAt l~ISf/11.L. f\f 11ME: Of BUIL.DINCi E:RMlf N88"01 '40"W L_ a 548.0 LOT 6 rXl511NG fRE:r fO Br RffAINW, WIC/11. CJ) 0 r--: 00 r') PLS #15~ PK NAIL ":< ELEV= 335.11' ~ '-SSMH RIM, 8"CHANNE 8"CHANNE I CB RIM=340.02' 24"CPP NE -SW IE=335.7' PLS #8 INSfAL.L. L.AND;CAPINCi I~ , l?UIW!NG PE:RMlf I IO BIJfft'R N flMt' Of JAl,J 1 4 2015 >-lll VJ zZ oB -a.. VJ ii' > iil ww O::'. D DESIGNER: DRAFTING BY: DATE: SCALE: JMV 10-13-15 AS SHOWN SHEET 3 OF 4 \- "C ...J k w a:: (l_ ~ _I (l_ tr 0 I w I= a:: a:: w ~ CALL 811 .. -· -· --·-··· ·-···· ·--· '""·--·--·-"'• l{)f Hi Ul' i6 Jf;' F.ft BEFORE YOU DIG! OF'FE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. ' ( I 18' 0!:'Cl[J i_(;'i' 0 \ REMOVE EXISTING ASP AND GRAVEL DRIVEWAY REVISION I I I I I j/ I I I I \ .. ·-r· .... J I I 1! i ! " "-., \ ' ·,, I LG'f "i LIMITS OF CO~ISTRUCTION FOR UTILITY IMPROVEMENTS (TYPICAL) SURVEYED: PLS. INC. SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, PE CHECKED: BY DATE AP p R APPROVED: SCALE: SCALE ONE INCH AT FULL SCALE If NOT ONE !NCH SCALE ACCORDINGLY TRAC I C: VERTICIL: NAVO 1988 HORIZONTAL: NAD 19133/1991 GRADING CUT 785 FILL 11 5 CITY OF RENTON Planning/Ouilding/Public Works Dept. CU. CU. YDS. YDS. NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 GRAPHIC SCALE 0 20 40 80 1-t--' i j 1 inch -40 feet RECOMMENDED FOR APPROVAL By: ---------- By: ---------- By: ---------- By: ---------- MERRITT SHORT PLAT MIKE/CINDY MERRITT GRADING PLAN 2505 LYONS AVENUE NE Date: ----- Date: Date: ------ Date: 11/17/2015 FIELD800K: PAGE: DRAWING tlO: SHEET: 1 °'' 4 GRADING JAli I ,j 2016 I