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Home My WebLink AboutLUA-08-091_Large FormatBROOKEFIELD PHASE IV PRELIMINARY SHORT PLAT SITE PLAN NE 1/4 Township 23 N., Range 5 E., W. M. ---------------- A portion of the NW 1/ 4 of the City of Renton, of Section 10, King County, Washington Control Sketch: 0 20 40 Scale: 1 '' 20' Site benchmark: Found punch in 1.5" brass disc, incased, at the intersection of Hoquiam Ave NE and NE 11th Street. O. 14 ' west of the west line of the SE 1/4 of the NW 1/4 of the NE 1/4 of Sect ion 10, Township 23 north, Range 5 east, W. M. HELD for alignment of NE 11th Street. Elevation: 471.44 feet r£l z (I,) ;::l ~ Q) :> ~ 8 ro ..... ;::l C"' 0 ~ ---ID . 0 0 z West line of the SE 1/4 of-~ the NW 1/4 of the NE 1/4 of Section 10, Township 23 north, Range 5 east, W. M. Found punch in 1.5'' brass disc. incased, at the intersection of Hoquiam Ave NE and NE 10th Place. 0. 14· west of the west line of the SE 1/4 of the NW 1/4 of the NE 1/4 of Section 10, Township 23 north, Range 5 east, W.M. HELD for alignment of NE 10th Place. " 0 C1 01 ID " [\J ------------- \ I I I I I I I I I I I North line of the SE 1/4 of the NW 1/4 of the NE 1/4 of Section 10. Township 23 north, Range 5 East W.M. Surveyor's Notes: 1) The monument control shown for this site was accomplished by field traverse utilizing a one (11 second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 21 Utilities other than those shown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. 3 ) This survey represents physical improvement conditions as they existed March 31, 2008, the date of this field survey. 4) 5) Full reliance for legal descriptions and recorded easements have been placed on the title report from Pacific Northwest Title Insurance Company Commitment Order Number 674497, dated Apr i 1 15. 2008. No additional research has been attempted. Offset dimensions shown hereon are measured perpendicular to property lines. NE 11th Street / / ' ----------0 ' C\J-------- ....-----------------( \5 I I l n,:;-) ,----I I 0 I ,"'""""'0 i" I ,I 0}>~ ", '\ .,,. 0'<' I ti '<::" 'o'\-: L ,/"--I l , I -I - ·~------~----- 15' I I I I I I I I I I I I I I I I I I I I -----------I ·--~,, I I I I I I I I I I I I I I I I I I I I -~·· 10.8 I I __ , _ _c__,_LJ ! l ------I Lot 1 I 12370 so FT \ 10 /84 ACRE) ~ SETBICK LINE/ i I I Lot 2 -----------------~ A -, •r / 0 [\J South line of the NW 1/4 of the NE 1/4 of Section 10, Township 23 north, NE 10th Place 189. 41' (P) I I I N89 •14. 12"W 493. 87' (C) 49~.01' (P) Lot 3 7010 SO FT (O .161 ACRE) Found punch brass disc, ----- in 1.5" incased\ ~''"'" s ,,s, '' City of Renton Control Monuments: City of Renton Control Point 1851. Control Point 1851 was found to have a Lambert Grid North Zone Coordinate of 180978.627 Ft./ 1313999.608 Ft. City of Renton Control Point 1848. Control Point 1848 was found to have a Lambert Grid North Zone Coordinate of 183691.450 Ft./ 1311377.409 Ft. Legal Description: Lot 2 8 a nd 29, Brookefield, according to the plat thereof recor d ed in Volume 223 of Plats. page (s) 25 through 28, inclus iv e, in King County, Washington. Basis of Bearing: True Nor th. Based upon Global Positioning System (GPS) Lambe r t Grid Washington State North Zone coordinates. A conver ge nce angle of 00"58"31.07" counterclockwise was appli e d at a punch in brass disc. incased. at the inter s ec tion of SE 112th Street and 14Bth Avenue SE. The mon u ment is the northeast corner of Section 10, Townsh i p 23 north. Range 5 east of the Willamette Meridian. The No rt h American Datum of 1983/1991 (NAO 83/91) grid coord in a tes were found to be 186170.676 / 1316637.BBO at that p o int. The inverse of both the sea level correction facto r o f 0.999981204 and the grid scale factor of 0.9999 99 475 was applied to the grid coordinates for shown ground distances. S89 •1 2 '39"E 196. 96' (C) 497. 07' IP) 0 Jr 400 SCAI,E: 400' 1" WEST QUARTER CORNER SECTION 10, TOWNSHIP 13 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. CITY OF RENTON CONTROL POINT NUMBER 1848. 800 i NORTH QUARTER CORNER SECT.ION 10, TOWNSHIP 23 NORTHEAST CORNER NORTH, RANGE 5 EAST, SECTION 10, TOWNSHIP 23 WJL~:AMETTE MERIDIAN. NORTH, RANGE 5 EAST, FOU D PUNCH IN 3' BRASS WILLAMETTE MERIDIAN. DIS, 1.5" SOUTHEAST OF FOUND PUNCH IN 1/2"' BRASS B. CYCLONE FENCE AT DISC, INCASED, AT THE SOUl.HEAST ANGLE POINT INTERSECTION OF 148TH OF SOCCER FIELDS, +/-35' AVENUE SOUTHEAST AND / NOR1,_H OF POWER POLE (SOUTHEAST 112TH STREET. NUMBER 318626-167386. 3 J N89'10"55 'W 2644.66" 3 2 r,-66!16' -661.16' T ~1tf11 IN I "' I lin I ~ l 1; ~ ~I~ ~ I :1 ;;; I 661.45' -661.45" --------4-------- m 0 SB9'12"51T I 1322.91' ,. "' -m ;:o ;,, I 0 "' :z l ~ :; I stj ~ r-- m -~ : 661.74' I~ 1323.49' I ~ --S89'14'4~ 2646.9B' _/\,;-. ;;,; ,. ill EAST QUARTER CORNER "' !!2 :::; :C, SECTION 10, TOWNSHIP 23 "' , o NORTH. RANGE 5 EAST, - I l ~4 ' I --1\r---J FOUND 2" BRASS DISC WITH PUNCH AT THE INTERSECTION OF NORTHEAST 8TH STREET ANO UNION AVENUE NORTHEAST. N•183691.450 E•1311377.409\ :il z WILLAMETTE MERIDIAN. ::1 FOUND PUNCH IN 2"' BRASS DISC. INCASEO ON THE NORTH Found punch 1n 1 .5" brass disc. incased. [,i m 2611.45" [;; 'y--"'-+---1324 .65" SIDE OF RIGHT-OF-WAY FOR SOUTHEAST 120TH STREET 1 /1~sf~s At~~~~s~~0f~~A~?H 1324.65 A 10 )ti ------'---V--:!s_ 11 S89 '1B' 36"E 5260 75 . , SOUTH QUARTER CORNER 9 ~10 ---~- Vertical Datum: No r th American Vertical Datum of 1988-NAVDBB (City of Renton) Benchmark: Base : Ci ty of Renton Benchmark #1845, found punch in 1/2" brass disc, i nc ased, at the intersection of 148th Avenue Southeast and Southeast 112th Street. El e v ation: 467. 76 feet Site: Fo und punch in 1. 5" brass disc, incased, at the intersection of Ho quiam Ave NE and NE 11th Street. Elev ation: 471 . 44 feet Vicinity Map SI ig ! i NE Utb St NE loth Pl SE 113\h St SE 118!1! St SE 124!1! St -'-j---r--1 Scale: 1" = 1320' (1/4 Mile) 15 --"' SECTION 10. TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. CITY OF RENTON CONTROL 1 POINT NUMBER 185 !. SURFACE BRASS DISC ,1 FOUND 3·· KING COUNTY 1~~;A~~5~7~1~2}5". 1 E•1313999.60B Easerhent Notes: 1) A po }e-c-1 in e easement, filed under Re c or ... c!.i ng l\Jumb.er 3A77 9.4 r - in f 1111or o f Snoqual mie Fa ll s an d White Ri ve r Powe r Co mp any, does n ot contain sufficent information to show an exact locat'1 ion. 2) An e~sement filed under Recording Number 3120990, for main t enance to transmission lines. This document affects the s'i te. however can not be shown. I 3) A pr i vate drainage easement affects the northerly 10 feet of Lot as c qntained in the plat of Brookefield recorded in Volume 223 of P]ats, pages 25 through 28, in King County, Washington. Shown hereon . 4) An u ~ility easement, on the northerly 10 feet of Lots 28 and 29, and an the westerly 10 feet of Lot 28, as contained in the plat of B(ookefield recorded in Volume 223 of Plats, pages 25 through 28, ~n King County, Washington. Shown hereon. 5) A wa J er easement filed under Recording Number 20040830000705, for ,~ter mains and appurtenances. affects exterior 10 feet of all lots and tracts within the Plat of Brookefield recorded in Volu~e 223 of Plats. pages 25 through 28, in King County, Wash lJ19ton. Shown hereon. 6) An easement filed under Recording Number 3261892, for righ ~s to make necessary slopes for cuts and fills, affe l ts the site, however can not be shown. -I ~lanner /Surveyor: CEtJTRE POINTE CONSULTANTS, INC, 20p RAILROAD AVENUE NORTH KENT, WA . 98032 253 -813-1901 Cdr TACT: MICHAEL CHEN Engineer: c dNTOUR ENGINEERING, PLLt;: 3jlQ09 56TH STREET NW, SUITE 106 GI,G HARBOR, WA. 98335 2"3-857-5454 C~TACT: BRETT ALLEN I Plroperty Owners: JOHN SMITH P :l o , BOX 2670 R~NTON, WA. 98056 I ~ite Sta tis tics: Gr oss Site Area: O. 606 ACRES I 26390 SQ FT Number of Proposed Lots: 3 Zpning: R-8 (Parcels 1137400280 P~oposed Square Footage: Lot 1 12370 SQ FT LDt 2 7010 SQ FT & 1137400290) Lbt 3 7010 SQ FT S~uare Footage of SRuare Footage of Square Footage of s bu are Footage of Dr ns i ty: Allowed Critical Area: o 1 Proposed Critical Area Buffers: o Publicly Dedicated Streets: Private Access Easements: o 4 3 29, :::'2l z ~ 0 E-< . c., ~ z LO -~ ::i:: (/) z ~ CV:, C\l >-<-E-< E-< -z 0 ~ ~ 0 ~ u z c., I z ~ -z ::::.::: ~ < ......:1 ~ ~ o:= 0 ::c: U) ~ o:= < z ~ ~ ~ ......:1 P£l o:= ~ > ~ 0 ......:1 P£l ~ ~ ~ 0 0 o:= ~ co 0 0 (\J Ul u 0 0 3: (/) "' u 0 0 3: 0 i'o I g µ.. 0 '<"'"i ~ r£l -N ~ r£l z "' ~ z ~~ "' ff! ~ rn i':l ... z 0 E-t z r:c:i ~ co LO 0 a:, V,) Sheet No. r BROOKEFIELD PHASE IV PRELIMINARY SHORT PLAT BOUNDARY TOPOGRAPHIC SURVEY NW 1/4 of the Township 23 N., Range 5 E., W. M. A portion of the City of Renton, NE 1/ 4 of Section 10, King County, Washington Site benchmark: Found punch in 1.5'' brass disc. incased. "' ~ I lf1 m 0 "'" "'" , I ;'. a. 0 '-"' a. 3' o a a. Water a.. valv~ a Water valv~ " ro "' " '-"' > 0 \ CATCH BASIN TYPE I SO LID LID RIM 471.70 12" DIS 468.49 IE 12" DIN 468.38 IE North line of the SE 1/4 of the NW 1/4 of the NE 1/4 of Section 10, Township 23 north, Range 5 East W.M. CATCH BASIN STANDARD GRATE TYPE I --12" ADS S 465.97 I:E-0 =-- ~ 12" ADS E 466.05 IE C\J 6" PVC N 466.69 IE NE 11th St STORM STUB OUT SANITARY SEWER MANHOLE re et (ELEVATION OF TOP OF &water valve S89'12'39"E 196.96' (C) 497 .07 ' (P) at the intersection o f Hoquiam Ave NE and NE 11th Street. 0.14' west of the west line of the SE 1/4 of the NW 1/4 of the NE 1/4 of Section 10. Township 23 north, Range 5 east, W. M. HELD for alignment of / RIM 470.28 /2'" X 4" POST= 476.631 B" PVC E 461.91 IE STOflM STUB our CATCH BASIN .· a. . / 6_" PVC NNW 462 .. 10 IZ=E [ELEVATION OF TOP OF STANDARD GRATE .\r".,.-,-,--;......,-,e -rr~..,--i~..,.--2'" X 4" POST= 476.88) TYPE I rt~~rn~A~~s~~A TE . ·. . . • ' . SANtiARY SEWrn ST.US 6111 . " . . . -47 ,, . . _;;;_ R11~ !8 9s· ~04s 's· ·ag' IE ---------1\;----J TYPE I ""' -(ELEYAT.ION OF TOP 'Ol' · · · " · · · · . · · · . · .. · .g I . 0 0 / RIM 471.09 . C\I. . . . . ·2.:·. ·X 4''!£cST:·475.77 )• . . ,·· 1·. . ~:·. P.Yc SW, 467.08 IE ~~·A· .. · ... '.I'' gas 'c on~Gi~~~~~~d w ~~~~r i ~t~~g~d 4 2,NW 12"DvI N /699 .f3 l1E 4' ,eynooe .fence' .FJQw··Jine of vertfoa·J ·. · .... · .. , · · ... ·~ru • · , · .... ·."CORE 37555" .:., '" 4",PCS46 .,77.E .' .·· · . · · ') . .'curb•.$ gut.tar · · · · .. ·-". ,··.·.rv, ·antenna~.· : . •.. Found punch in 1.5" ·· "Curti dr'op ·: b d · · d NE 11th Street. . D,5'NWV ,... • I ,.--0.B'NWsi,O'ewetik cl. , i , • !g;·~~: J~(/ dron . ' Side.it.Jk •. · •, · ~ · rass lSC, 1ncase . · water V' • Ls·" "' :$: q 4 1 4 valve· .---L~ ~ 93 56'(CI "' .......:::::: rn ·;,.. ·...-.. ~ WM ~ '.:'~i·rc:::, • ....,~1.··~·93'59·1p)········· ... ••-.i• ••••• ~..:o.01:1c) ... • J Jo ,1 ¢& -\) _ _ _._CQD(Jyit _P1an t11 ne of t,rees1 ~ 70,03 (PJ 13 _8 ,W . 1 . TJI -~l~~o:.in-/4 Elevation: 471. 44 feet ''Ir-' t..;~~ •ff-! --+---::+------+--/ -.. ,----+ ---&1.5'S-1g_X-r r-~ i P>~~ fu· /;.., Un k nown 1 /2 " cond u it / '" ~ ., \./ ~3. 5" power conduit : ~ p5 t ~ ~~e ( 3. 5" power conduit ---""-. . ., ff).3'W4 WAT&i STUB OUT " ..__ "' ' 1E LE VA TJON OF TOP OF y ~ v o ; YARD DR;IN"' 4 4 ., 4 ~ 4 ......._ 4 iY;'. S~~ITARY SEWER 3/fUB OUT _..l 4 \J10 , PFM:VATE 4 "14.9' ~ ! ~ /'" X., 4" POST= 472.12) ~o~~rie~~~~u~~l~~~~~re .. ··QJ a ·'r-\ / Rit, 470.48 Concrete " 4 ., 4 t<eLEV~TIJJN OF TOP OF " DRAINAGE & ., (l) ao a·~ Power meter with ,.· ~ '.30' ~'; ~~/ : v-:::·~~st1it:b4~ cl,• : ~ , -1,~l~:;._;' \~" POSl':"14 7SlO)' '. ' • , .1 ~g~~~~l. }EX ' ~: •1/o~~de r gr au nd power .. 90\ UC 4 4 4 ., ~ I concrete 4 4 0 1 Unknow n ru 14.8' --..... ~ 0 2 ,E . LL o.. 4 4 cleanaut u rncl · . .. a , o;:, <t ., L's .~ e , gi ., \ <t /+ ~ I t-" / I <t O rc)'J;,}-'q_,C>' lra4 "' n~ • ~*..... V ~i ~ Uri" . ,· ·, :.~. -., r·.·::: , " . .L:~E -,. --t~/"l~~: ---4 ---., -M~..,--...r:,'£\">"'0'0 --~ -!t 4~ -. 4 ,----~ V C ~12" g fu1 :8 ----.: ·.· ·E .. ;::; o:~.J -<..I o~ ... ~QO' <t 4 .... _-,;i ,;;_V o"" I> <t Jf?:, .. ~ \ )( ' '-*;·~· ~.... i >. I'"".;... C\Jrl o 4 ro · 1.;f'he r, ., 0 o ,,,"t-v -( ..... '-' ~;' (\ r--1 o I ·:,"' "".--, ·· .. · ·. =~.._.c: fl@ct te~d eabJe ...1 1 oe 1 1 .a <IA?/~'t-:: \ , • .J o~r,~""' o u I" ·.·f ., t .. ffi-. 'l:ePtione .,, 01;1 4 ., I UP JI 'Ooc)\Y 4 \,.,. .-(,:/· .. .'~;:iv g ~ g I .a:i oo ~ ' . a. . « ·. I . Ch imne ~h&n.g J ---'-. .i----'-~' I • '<'.:,' ) ' ' V I ::",:;; lD 18 · · 0 ' • \ ~11· t ii j 1. J 9" alm J., ; 3() -:.-1 ' 8 . r--.· ~ r\J ; t+c1 If] •. . . . (\/ .. (0 0 .· f"- ·::: ~ (\J \ , @s _e o 'I • 1 "' °':,ces • i 0000€._o.:::,O 009J % :~1 .. " ;:::.. ·1 •· · · ·. • l ~ :=:1/ 1 ·.. ~ • \ <:)co~ 'o o o o v , . ·.. · { I , ,ui O O O O $10" 0 '\ ' C U) •• ~ ... ~ 0 (\ 0 o>10 'lt ~ . t I 1-~ <JcaP•' I I Faucet i <:) o ~14" . . ·. s~ eaf -'~:i.s\:,ep\'\One ~rick! ICB I \ <:)<:) <:>(;)c, £ (t 14" ; ·. Y·· ~I "'I" 1 1.'1'E* .. I I 5· wood fence 6 _-v-,/ "' ./ .. ~o~c:io t::i. ICBi 3.0 , "--._ LS I I 4' cyclone fenc-e--"' -r,----'" 4 , cl/clone fence' 1 o.1'E 6' wood fence .. --, ' .. ·.·· ... \' wv, •• • "'\ µl ~, L46'.E1··N-" , nv,::,, ""' \ West line of the SE 1/4 of ·1'. ~ ~ __ • • !. ]{?> I ( VF. " '-D.6'W ~',/ . g~ the NW 1/4 of the NE 1/4 E:£1 6'E ~ v .,,,, \ / X· . \ (_1 ' ,~'~· ~::i --( th R 5 t W ~A O : ..... ,-'. d 10' UTILITY '' -of Section 10, Township 23 3 ·30·\, "' v .. , ,~~Jnv .. 119.35' _....- fY \ 3c _,, "•c " . " -'lo. o 1 · .t(/l.to,, ~ r.o ...... nor , ange eas , . ,., . ~ .... ·. ~ i1 ' I CEASEMENT ~ ;;?~:,t," \_ ~23" 'Fir : ~c-!fl· UO 1 '_ ' -0 r --._ ~ 34 " Fir \•"' I Unknown s tub I\ 6. wood " 1.l'N , 2.0'N\ 0 & 0.6:w, 6. woact X X x·~ Jenee ' ~ _ ·. : ·j.,. t ., I ----._ I '-.._ __ µ...,0 _3 'N fence ~ · .. f-.·.·_. .. ·:c,L.·· ~ Found lot board ......._ / CJ ·. ·.c_o,a. I (nor eb ar) ", II ,c'-rN89'14'12"W189.36'(C) ·it· ,,,..4 I A-, '-A ~ <" 11 189. 41' (P) ' ,'. 5. ::;o I • r / I • r b 00"'" I a ~ : .-·0 ~· ~ J tel -= . ,_t:1 , · .. ·. -.~0 · ~ ~ concre IL' 0 8ui 1ldi~g · · l V .:; ~f p l1l . -~-···o~-:~·-; ,, . ~ '-'<.I .·\' ·en·~-, ~ Gas paint ... _r· .&,· ~ GV a. 0 Power pole ~with transformer Found punch in 1.5 '' brass disc, incased, 1~-- at the intersection of Hoquiam Ave NE and NE 10th Place. 0. 14' west of th e west line of the SE 1/4 of the~~ NW 1/4 of the NE 1/4 of Section 10, Townshi p 23 north, Range 5 east, W. M. HELD for alignment of NE 10th Place. -- South line of the NW 1/~ of the NE 1/4 o f Section 10, Township 23 north, ~''"'~ east , , Found p unch brass disc, NE 10th Place --~ - NB9'14'12"W 493. 87' (C) 494.01 ' (P) r~- 1 g I o. I in 1. 5" incased~ --- -:; 'J ,,, ,__ 0 i I I K 20 40 I 20' Leg~nd: I S = ~onument found as noted . Visited March 31, 2008 0 = Found rebar as noted ~ = Power meter (PM) I = ~nderground power (UP) )8( = f 1ght standard (LS) rverhead power -P -= ..,. = & = 181 = :'181'. = 6 = oi = &, = B = • = • = • = 0 = Fas meter (GM) pas valve (GV) I rignal box (SB) felephone junction box (TJB) ~rrigation control box (ICB) ~ater meter (WM) ~ater valve (WV) ~yd ran t I ' Or namental tree i ~onifer tree 'fee i duo us tree µnk nown clean out (UCO) I I . ' ' I, ' \ • ' 1; I ' I I ~ ~ " . ~ LC) 0:::: " z en C\l E-< " 0 ...-i ~ z ~ z co 0 0 C\J co z 0 a, ::, E-< < 0 z ,_, U) :::c: D 0 lf.l 0 ~ "' Cf) t-,.. >-," "' ~ E-< !;,j z u ~ ~ 0 u U) D 0 0 0 3 z 0 ,_, ~ ,.. "' ~ "' "' "' "' "' "' "' ~ !'l !'l i'l "' "' -N ~ z z z ; I 8J '" I OJ OJ OJ C\l g "' Sl ....--4 i:::c.. 0 ....--4 E-i ~ ~ ~ (/J CD LO 0 CD a:, Sheet No. '"'--'----------------------------------------------------------~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ r I .N' -------------- I m Ol ------ North l ine of the SE 1/4 of the NW 1/4 of the NE 1/4 of section 10, Township 23 north. Range 5 East W.M. A portion of the City of Renton, BROOKEFIELD PHASE PRELIMINARY SHORT PLAT SITE PLAN IV NW 1/4 of the NE 1/4 of Section 10, King County, Township 23 N.' Surveyor's Notes: Legal Description: 1) 2) 3) The monument control shown for this site was accomplished by field traverse utillzing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular c losure of the traverses meet the standards of WAC 33 2-130-090. Utilities other t ha n those shown may exist on this site . Only those which are visible or having visible evidence of their installation are shown hereon. Lot 28 and 29, Brookefield, according to recorded in Volume 223 of Plats, page (s) inclusive, in King County, Washington. Basis of Bearing: the plat thereof 25 through 28. True North. Based upon Global Positioning System (GPS) Lambert Grid Washington State North zone coordinates. A convergence angle of 00"58'31.07'' counterclockwise was applied at a punch in brass disc. incased, at the i nters ection of SE 112th Street and 148th Avenue SE. Range 5 E., W. M. Washington Control Sketch: ' I NORTH QUARTER CORNER SECHON 10, TOWNSH IP 23 NORTHEAST CORNER NORTH, RANGE 5 EAST, SECTION 10, TOWNSHIP 23 WILLAMETTE MERIDIAN . NORTH, RANGE 5 EAST, FOU~O PUNCH IN 3' BRASS WILLAMETTE MERIOIAN. DISQ. 1.5' SOUTHEAST OF FOUND PUNCH IN 1/2" BRASS B' QYCLONE FENCE AT OISC, INCASEO, AT THE SOU1HEAST ANGLE POINT INTERSECTION OF 148TH OF jOCCER FIELDS, +/-35' AVENUE SOUTHEAST ANO / NOR1H OF POWER POLE (SOUTHEAST 112 TH STREET. NUM8ER 318628-167386. 3 I N89'10'55"W 2644.66' 3 2 r 6;; 16 ' 1 -661.16' 1 ~ 1tf11 I "' I I'-I in I ~ en ; '" I-" ,... 0 I 20 40 I This survey represents they existed March 31. survey. physical improvement conditions as 2008, the date of this field The monument is the northeast corner of Section 10. Township 23 north, Range 5 east of the Willamette Meridian. The North American Datum of 1983/1991 (NAO 83/91) grid coordinates were found to be 186170.676 / 1316637.880 at that point. The inverse of both the sea level correction factor of 0.999981204 and the grid scale factor of 0.999999475 was applied to the grid coordinates for shown ground distances. 1:8 I "' . 11 m -": I "' . rn1 661.45' -661.45' ~---.----4-------- ' 400 800 ' 4) ' Scale: 1 '' 20' \ 5) Full reliance for le gal descrip t ions and recorded easements have. been placed on the title report from Pacific Northwest Title Insurance Company Commitment Order Number 674497, dated April 15 , 2008. No additional research has been attempted. Offset dimensions shown hereon are measured perpendicular to property lines. SCALE: 1" = 400' :S89 '12 '5 1"E I 1322.91' ,, ~:o :co1 0 '" ~I~ '.:;; "' -~I Site benchmark: Found punch in 1.5" brass disc, incased. NE 11th Street S89 '12' 39"E 196. 96' (C) 497. 07' (Pl '" 0 I fitj ~ r-. u:i ..... ~ 661.74' : 661.74' I~ 1323.49' I~ • ----589'14'4~ 2646.98' -1\.r ;;\ ,, ill EAST QUARTER CORNER ::,; :CO SECTION 10, TOWNSHIP 23 at the intersection of _) _____ ------------------------------------__ Hoquiam Ave NE and · NE 11th Street. ~ o. 14' west of the west 10 ' PRIVATE line of the SE 1/4 of the I DRAINAGE & NW 1/4 of the NE 1/4 of 163 -5 7 '(C) UTILITY -:..... -----~-] "' Found punch in 1. 5" brass disc. incased. WEST QUARTER CORNER SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WI LLAME TTE MERIDIAN. CITY OF RENTON CONTROL POINT NUMBER 1848. FOUND 2" BRASS DISC WITH PUNCH AT THE INTE RS ECTION OF NORTHEAST 8TH STREET ANO UNION AVENUE NORTHEAST. N=183691.450 > o NORTH, RANGE 5 EAST, ,..: l)l ~ z WILLAMETTE MERIDIAN. ;;; • ::l FOLINO PUNCH IN 2" BRASS z SIDE OF RIGHT-OF-WAY FOR [;; SOUTHEAST 120TH STREET •~o DISC, INCASEO ON THE NORTH 26 11. 45 · (:;; 1 I /J~0t~\i~~G~s§~0f~~A~iTH Section 10, Township 23 c::,0.r(i,,{) .._ 163.02' (P) EA~EMENT north, Range 5 east, w' M. 0· !<, '<' --.....-----16S:33°.~55:3r'-----,----:---------~~---L•-------t---·-HELD for alignment of ,,,'<, ,'?.~ 50.02' 50 _02 . ---- NE 11th Street. <( 0"0,°' Elevation: 471. 44 feet "' 0· "',,"> 'v µ:I z -- (l,) ;:j . ID ~ ..., 01 (l,) ID ~ (D 3: ' ..., ..., s . ..., ID <ti . 0 • ,-1 0 ;:j z O' 0 ::c: West line of the SE 1/4 o~ the NW 1/4 of the NE 1/4 of Section 10, Township 23 north , Range 5 east, W. M. I . (() (\J 30' 30' ~ u - ~ (L - --------.o_ ----___ . _ _ _ _ 0 ·0 //,..,.., (\J -.(\J _______ ----r-(\J------ I (~----------------: 5' 5 '1---------15 • 5 ,l----------15' : I I I I i I I I n S"_'.:, , ;---l-..-.: -\---1 I I SETBACK LINE---, I I ), V ,,3-,, '. I ' 1: I I I I I ,~, ~ Q':1-"n,S.J ; I <, I I -1' §' I I n C!, I I \/--,<t5":-,,'t.pOV / \i,('-;!'?00°" I I m I V, I I ,..,,.,, . 01>'\",c.,0 I -If I ><-,"1z-,(' I I J ,,_,~ 1 •.. 1 \:f" 0}·," \ ~ I_ __ I 1) '-9d• ....,n~-..I 1 I J s~f· I I -1 ° --· \ 1-'z;---;:,>\~,t~V-----l- : I __________ r1L , , ,±=±=--! \ I ·:,-· \ 15 ' 11 1 '1 r' I I I I I 1 I ~I I I I I I I I I ~I I 10.B' I I I I 1 l I I \ r--1 I \ I : I I ··--~---~-I l ;: l: l i 1 I I "~ ··11 Lot 1 I :1 Lot 2 I! 1 Lot 3 I I I I I 12370 SQ FT I , I 7010 SG FT I UJ J 7010 SQ FT I 1 1 , -, 10.204 AcRE/11 ~I'\ 10.161 ACRE) Im 1 10.161 ACRE) 1 : I Lti, __ I JJ I ~11 "' 1,: I I I -I • SETBACK ID I I I SETBACK LINE I gl LINE ,~ I I 5' I cnJ !iii I 1 I 15, 5 ·1 I I I I L_ ________________ J I __________ I 5' 5 'L _________ j I I --0 . (\J 0 0 (\J (\J UJ m ...,. (\J ID . 0 0 en 1------. I 10' UTILITY EASEMENT 10 ' --2~~~---r---'---------~f------:~-:-:--:-.,.:.:..:..:.:_ ___ ._ ___ _,_~.:.: ___ ,.__ __ 89.32' 50.02 50.02 ' Found punch in 1.5'' brass disc, incased, JI&----at the intersection of Hoquiam Ave NE and NE 10th Place. o. 14' west of the west line of the SE 1/4 of the NW 1/4 of the NE 1/4 of Sect ion 10, Township 23 north, Range 5 east. W. M. HELD for alignment of NE 10 th Place. (T) m ID r-,. (\J - A -7 "r I - South lin e of the NW 1/4 of the NE 1/4 of Section 10, Towns hi p 23 north, I I I I I NE - I N89 '14' 12"W 189. 36' (C) I 189. 41' (P) A ~ I .. tb I 10th Place -- N89 '14'12 "W 493. 87 ' (C) 494.0l'(P) City of Renton I I I I A r::; I ... t , ..... ..! A A i..t'-t Found punch in 1. 5" brass disc, incased\ --~ - Control Monuments: E=1311 377.409.._ "' . _ .,., 1324.65' 1324~65' 10 I"/ V ----------~~-11 S89'18'36"E 5260 75· w . SOUTH GUARTER CORNER 9 '1~10 Vertical Datum: North American Vertical Datum of 1988 -NAV088 (City of Renton) Benchmark: Base: City of Renton Benchmark #1845, incased, at the intersection of Southeast 112th Street. Elevation: 467. 76 fe e t found punch in 1/2" brass disc, 148th Avenue Southeast and Site: Found punch in 1. 5" brass disc, incased, Hoquiam Ave NE and NE 11th Street. Elevation: 471. 44 feet I K at the inter sec tion of Vicinity Map 13 sunset lll111 ~ VV -~ ~ .. -----1-1 S' !"I ru,_ NE 11th St u , ll--'-'---t=-,,......,,,.1 ---1 L SE 113th St = 10th Sire•! NE 10th Pl ) SE 116th St ll'l ,-1--~ ! I I :;, · SECTION 10, TOWNSHIP 23 I ;B NORTH, RANGE 5 EAST, g "' WILLAMETTE MERIDIAN. CITY OF RENTON CONTROL POINT NUMBER 1851. FOUND 3' KING COUNTY SURFACE BRASS DISC STAMPED "10-15". iO ----Na 180978.627 I:::. !<J_:......--; E=1313999.608 15 Easer:p.ent Notes: 1) 2) 3) 4) 5) 6) A pol1e line easement , filed under Recording Number 347794, in fa~or of Snoq ua lmie Falls and White River Power Company, does not contain sufficent informati on to show an exa c t locat.ion. An easement filed under Recording Number 3120990. for maintenance to transmission lines. This document affects the site, however can not be shown . A private drainage easement affects the northerly 10 feet of Lot 29, as contained in the plat of Brookefield recorded in Volume 223 of Plats, pages 25 through 28, in King County, Washington. Shown he re on. An utility easement. on the northerly 10 feet of Lots 28 and 29, and dn the westerly 10 feet of Lot 28, as contained i n the plat of B~ookefield recorded in Volume 223 of Plats, pages 25 through 28, i'n King County, Washington. Shown hereon. A water eas ement fi led under Recording Number 20040830000705, for water mains and appurtenances. affects exterior 10 feet of all lots and tracts within the Plat of Brookefi e ld recorded in Volume 223 of Plats. pages 25 through 28, in King County, Washtngton. Shown hereon. An easement filed under Recording Number 3261892, for rights to make necessary slopes for cuts and fills, affects the s ite , howe ver can no t be shown. Planner /Surveyor: CENTRE POINTE CONSULTANTS, 206 RAILROAD AVENUE NORTH KENT, WA. 98032 253-813-1901 CO NTACT: MICHAEL CHEN Engineer: ' CONTOUR EN GINE ERING, PLLC 3309 56TH STREET NW, SUITE GIG HARBOR, WA. 98335 253-857-5"154 CONTACT: BRETT ALLEN INC. 106 Property Owners: JOHN SMITH P.O. BOX 2670 RE~TON, WA. 98056 ' Stte ' I Sta tis tics: Gr,oss Site Ar ea: O. 606 ACRES 26390 SQ FT Nymber of Propo sed Lots: 3 Zoning: R-8 (Parcels 1137400280 & 1137400290) I 1 ~~,_-, ./ j 1 / Prop os ed Square Footage: ~ Lat 1 12370 SQ FT Ci ty of Ren ton Control Point 18 51 . Control Po i nt 1851 was fou nd I ~ Lot 2 7010 SQ FT to have a Lambert Grid North Zone Coordinate of 180978.627 Ft./ 1-1-' Lot 3 7010 SQ FT _(''"9~Ces<,, 1313999.608 Ft. ~ _ Square Footage of Critical Area: o ~ 1 L SE Square Footage of Critical Area Buffers: o Cit y of Renton Co ntrol Point 1848. Control Point 1848 was found -124th~81+-.---i \ Square Footage of Publicly Dedicated Streets: o to have a Lambert Grid North Zone Coordinate of 18 369 1.450 Ft./ · Square Footage of Private Access Easements: 0 ------------- ~ z ~ 0 E-< -c., . i::,;::i z LO """"' 0::: :::c: ~ -z C"'J C\1 ::,..;-E-< E-< z 0 :::> .....--i 0 i::,;::i u z c., I z ~ $2 z co 0 0 (\J II) u 0 0 3: (f) - II) u 0 0 3: 0 ~ '" ! C, '"' '"' "' "' !;] "' "' A A -N ~ z z I ~ ~ Ill Ill ... z 0 E-t z r£I ~ 0:, 0:, 0:, C\1 "' z "' Sl i:::c., 0 ..-1 E-< µ:I µ:I ~ ifl c.o l() 0 a:) 0:, ~ z 0 E-< z i::,;::i ~ 0 r--c.o C\1 ~ 0 i:q z ~ 0 0---:, No. I. 1311377.409 Ft. Scale: 1 .. = 1320 , (l/4 Mile) Density: PAllowe~ j "'-------------------------------------------------------------------------------------------------------------------------------r-op~o-s_e _______________________ ;::;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:: w :::!" < z >--() w -, 0 (t'. Q_ § I Cf) Cf) I a.. a.. a.. > w Cf) <( I a.. I- <( ....J a.. I-a: 0 I Cf) 0 ....J w LL w ~ 0 0 a: en 1 Pow er pole w/iuminar-e & undergrmmd power LU z a,~ 3~ -co ' etl RI' ~ ·-'° :::s 0 er §1 1 0 :c \ West line of the I SE 1 / 4 of the [ I NW 1/4 of the t NE 1 / 4 of Sectio 10, Township 23 north, Range 5 I east, W.M. ---... Gas paint ~ Found punch in 1.5" brass disc, incased, at the intersection of Hoquiam Ave NE and NE 10th Place. 0.14' west of the west line of the SE 1/4 of the NW 1/4 of \he NE 1/4 of Section 10, Township 23 north, Range 5 east, W.M. HE LD for alignment of NE 10th Place.---- I EXPIRES 06 / 30 / /0 Tr Water valve & Water valve & ~ ~ . ' b Q_ I " 0 © -E m > 0 \ ---- s = Monument found as noted. Visited March 31, 2008 8 = Found rebar as noted North line of \he [ill = Power meter(PM) SE 1/4 of the NW 1/4 Underground power(UP) of the NE 1 /4 of Section (ill = 10, Township 23 north, Range 5 East W.M. % = Light standard(LS) --1:i-= Overhead power CATCH BASIN STANDARD GRA 1£ TYPE I --12~ ADS S 465 .97 I[ 12H ADS E 46 6.05 IE 6~ PVC N 466.69 IE .r = Gas meter(GM) &. = Gas valve(GV) 0 = Signal box(SB) :ei: = Telephone junction box(T JB) 6 = Irrigation control box(ICB) sf = Water meter(WM) & = Water valve(WV) 44 '0 Hydrant 4, = Ornamental tree %!; = Conifer tree II> = Deciduous tree 0 = Unknown clean out (UCO) 30 32 GRAPHIC SCALE 0 10 20 40 ~,---1 __ ,------~~ 1 INCH = 20 FEET Found punch in 1.5" TESC LEGEND South line of the NW 1/4 of the NE 1 / 4 of Section 10, Township 23 north, Range 5 East W.M. NE 10th Pl N89"14'12"W 49 3.87'(~l - 494.0f(P brass disc, incased. \ ----- APPROVAL ® INLET PROTECTION SEE DETAIL CONSTRUCTION ENTRANCE SEE DETAIL ------- contour en ,gi:neering, PLLC CIVIL ENGINEERSN LAND PLANNERS 3309 56th Street NW, Suite 106 Gig Harbor, Washington 98335 Phone: 253-857-5454 Fax: 253-857-5458 EXIST BLDG DEMOLITION WORK AREA/CLEARING LIMITS 9.JRVE"l'EO: SHW , ---+--------------------+---t----t-----J DESIGHEO: ,.. BMA ORA'l,tl: JK CHECKED: 1-----1----------------------+----;------r----, BMA NO . REVISION EJY DATE APPR APf'RO\oED; 1) 2) 3) 4) 5) 6) SHEET INDEX 1 * * * * COVER SHEET & TESC PLAN 2 * * * * ROADWAY & UTILITY PLAN 3 * * * * DETAILS 4 ****NOTES Legal Description: lo\ 28 and 29, Brookefield, according to the plat thereof recorded in Volume 223 of Plats, page(s) 25 through 28, inclusive, in King County, Washington. Basis of Bearing: True North. Based upon Global Positioning System (GPS) Lambert Grid Washington State North Zone coordinates. A convergence angle of 00'58'31.07" counterclockwise was applied at a punch in brass disc, incased, a\ the intersection of SE 112th Street and 148th Avenue SE. The monument is the northeast corner of Section 10, Township 23 north, Ronge 5 east of the Willamette Meridian. The North American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 186170.676 / 1316637.880 a\ that paint. The inverse of both the sea level correction factor of 0.999981204 and \he grid scale factor of 0.999999475 was applied to the grid. coordinates for shown ground distances. Vertical Datum: North American Vertical Datum of 1988-NAVD88(City of Renton) Benchmark: Base: City of Renton Benchmark #1845, found punch in 1 /2" brass disc, incased, at the intersection of 148th Avenue Southeast and Sou th east 112th Street. Elevation: 467. 76 feet Site: Found punch in 1.5" brass disc, incased, a t the intersection of Hoquiam Ave NE and NE 11th Street. Elevation: 471.44 feet , I City of Renton Control Monumenlts: City of Renton Control Point 1851. Control Point 1851 was found to have a Lambert Grid North Zane Coordinate of 180978.627 Ft./ 1313999.608 Ft. City of Renton Control Point 1_8 48. to have a Lamber\ Grid North Zone 1311377.409 Ft. Control Point 1848 was found Coordinate of 183691.450 Ft./ Easement Notes: A pole line easement, filed under Recording Number 347794, in favor of Snoqualmie Falls and White Rive r Power Company, does not contain sufficent information ta show an exact location. An easement filed under Recording Number 3120990, for maintenance to transmission lines. This document affects the site, however can not be shown. A private drainage easment affects the northerly 10 feet of Lot as contained in th e plat of Brookefield record ed in Volume 223 of Plats, pages 25 through 28, in King County, Washington. Shown hereon. 29, An util it y easmen\, on the northerly 10 feet of Lots 28 and 29 , and on the westerly 10 feet of Lot 28, as contained in the plat of Brookefield recorded in Volume 223 of Plats, pages 25 through 28, in King County, Washington. Shown hereon. A water easement filed under Recording Number 20040830000705, for water mains and appurtenances, affects exterior 10 feet of all l ots and tracts within \he Plat of Brookefield recorded in Volume 223 of Plats, pages 25 through 28, in King County, Washington. Shown hereon. An easement filed under Recording Number 3261892, rights to make necessary slopes for cuts and fills, affects the site, however can not be shown. TRENCH NOTES: for IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR IS ALONE RESPONSIBLE FORWORKER SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW, ' , \ 1"=20' ~llCAL: NAvO 19$8 HORIZONTAi.: NAO 188~/1991 CITY OF RENTON , \ AT FUU.. SCALE If" NOT ONE INCH SCALE ACCOROIHGt . .'1' Planning/Building/Public Works Dept. 1) 2) 3) 4) 5) -------~----------------------------1 · :.-:;sg _ -:~ :,w, _-, . U8TH )-: "': u SJ' . ·:c ..Fl ,,· ',. ,:. ?::~·::-(.·::·~-:/~;· ; •,.","·,-''-·:-.-: .. ·;· ./.•:®\i i:-~fQ'(l3::{~~fu-~s.~·t_O~.::~~p~ VICINITY MAP SITE ADDRESS: 1030 HOQUIAM AVE NE RENTON, WA 98059 Surveyor's Notes: The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodime\er 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. Utilities other than \hose shown may exist on this site. Only those which are vis i ble or having visible evidence of their installation are shown hereon. This survey represents physical improvement conditions as they existed March 31, 2008, the date of this field survey. Ful l reliance for legal descriptions and recorded easements have been placed on \he title report from Pacific Northwest Title Insurance Company Commitment Order Number 674497, dated April 15, 2008. Na additional research has been a\\emp ted. Offset dimensions shown hereon are measured perpendicular to property lines. Planner /Surveyor: CENTRE POINTE CONSULTANTS, INC. 206 RAILROAD AVENUE NORTH KENT, WA. 98032 253-813-1901 CONTACT: MICHAEL CHEN Engineer: BRETT ALLEN 253-857-5454 Property Owners: JOHN SMITH P.O. BOX 2670 RENTON, WA. 98056 Site Statistics: Gross Site Area: 0.606 ACRES 26390 SQ FT Number of Proposed Lots: 3 Zoning: R-8 (Parcels 1137400280 & 1137400290) Proposed Square Footage: Lot 1 12370 SQ FT Lot 2 7010 SQ FT Lot 3 7010 SQ FT Square Footage of Critical Area: O Square Footage of Critical Area Buffers: 0 Square Footdge of Publicly Dedicated Streets: O Square Footage of Private Access Easements: O Density: Allowed 4 Proposed 3 CALL AT LEAST 48 HOURS BEFORE YOU DIG (800) 424-5555 BROOKEFIELD SHORT PLAT PHASE IV O,\lE: 08/01/08 F1El.OBOOK: P ... <lE: ORA'tll'ING NO: COVER SHEET & TESC PLAN 1 SHEET: or: 1 4 A-NNNNAA i w ::!' <( z f-- () w -, 0 Q'. I)_ f- f- t: I (J) (J) I a. a. a. > w (J) <( I a. f-- <( .....J a. f--cc 0 I (J) 0 .....J w LL w ~ 0 0 cc co Found punch in 1.5" brass disc, incased, at the intersection of Hoquiam Ave NE and NE 10th Place. 0. 14' west of \he west line of the SE 1 /4 of the NW 1/4 of the NE 1/4 of Section 10, Township 23 north, Range 5 east, W.M. HELD for alignment of NE 10th Place.----- I EXPIRES 06 / JO / 10 in 0) 0 -i-r I I ' 1. ~ 0 3 0 0. [' " 0 ro i -f I ro > 0 \ ----Survey Legend "" = Monument found as noted. 'm = Gas me\er(GM) Visited March 31, 2008 & Gas valve(GV) = 0 = Found rebar as noted ~ = Signal box(SB) North line of \he !El Power meter(PM) = ~ SE 1/4 of \he NW 1/4 = Telephone junction box(TJB) of the NE 1 /4 of Section IE] Underground power(UP) = L, Irrigation control box(ICB) 10, Township 23 north, = Range 5 East W.M. JZ( = Light s\andard(LS) M Water meter(WM) = -P-= Overhead power & = Water valve(WV) 44 Found punch in 1.5" NE lOth Pl brass disc, incased. \ N89'14'12"W 493.87'(~ ------lilJ South line of the NW 1/4 of \he NE 1 / 4 of Section 10, Township 23 north, Range 5 East W.M. 494.01 '(P) D' = Hydrant ,;; = Ornamental tree "" = Conifer tree <!Ii = Deciduous tree 0 = Unknown clean out (UCO) 32 -------APPROVAL contour engineering, PLLC CIVIL ENGINEERSN LAND PLANNERS 3309 56th Street NW, Suite 106 Gig Harbor, Washington 98335 Phone: 253-857-5454 Fax: 253-857-5458 GRAPHIC SCALE 0 10 20 40 ~--_ ....... -------' ___ __. 1 INCH = 20 FEET SIJRVE'Ym: SHW f----1--------------------+----f----+----J DESIGNED: BMA ORA~: JK ct,ECl<ED: f----l---------------------1----1----+----I BMA NO. REVISION BY DATE ,__ _______ __, APPR ""0""'' 1"=20' ONE INCH AT FUU. SCAI..E If NOT ONE INCH SCALE ACCOROINGLY 0 400 SCALE: 1" 400' WEST QUARTER CORNER SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. CITY OF RENTON CONTROL POINT NUMBER 1848. FOUND 2' BRASS DISC WITH PUNCH AT THE INTERSECTION 800 OF NOR1HEAST 81H STREET AND UNION AVENUE NORTHEAST. N=183691.450 E=l311377.409 \ g ~10 Survey Control Sketch NORTH QUARTER CORNER SECTION I 0, TOWNSHIP 23 NOR1H, RANGE 5 EAST, WILLAMETTE MERIDIAN. FOUND PUNCH IN 3' BRASS DISC, 1.5' SOUTHEAST OF 8' CYCLONE FENCE AT SOUTHEAST ANGLE POINT NORTHEAST CORNER SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. FOUND PUNCH IN 1 /2'' BRASS DISC, INCASEO, AT THE INTERSECTION OF 148TH AVENUE SOUTHEAST AND --------·--- OF SOCCER FIELDS, +/-35' / NOR1H OF POWER POLE 3/ NUMBER 318628-167386 ~-6;;;-.16' I ( SOUTHEAST 112TH STREET. N89'10'55"W 2644.66' 3 r 2 661.16' T~~ I I"' I:;:, I 10T11 ~ 1~ I 661.45' ~ I 661.45' -------::U-------S89'12'51"E ]322.91' -~:c ;g I 0 -O'> z lu, ~ Ii ~ ! (0 t:: I 661.74' I ~ 1323,49' -· --S89'14'46"~46;;-- 661.74' I 1':: ~ ~ _/\ I a= v ,.. t; EAST QUARTER CORNER '-<t-~ SECTION 10, T01MJSHIP 23 ~ NORTH, RANGE 5 EAST, ~ WILLAMETTE MERIDIAN. "' FOUND PUNCH IN 2" BRASS DISC, INCASED ON THE NORTH SIDE OF RIGHT-OF-WAY FOR SOUTHEAST 120TH STREET 1324.65: 1 /;'Isis l~~i1Fi~s\\ar~t 1324.65' /\ 1 Q ;[/ 260.75' SOUTH QUARTER.CORNER SECTION 10, TOWNSHIP 23 NOR1H, RANGE 5 EAST, WILLAMETTE MERIDIAN. -----'---V-~ 11 15 CITY OF RENTON CONTROL POINT NUMBER 1851. FOUND 3" KING COUNTY SURFACE BRASS, DISC 10 __.---STAMPED "10-15'. ------N= 180978.627 E=1313999.608 NOTES: 1. VERIFY DEPTH & LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) IN POTENTIAL CONFLICT WITH PROPOSED CONSTRUCTION PRIOR TO ANY WORK. CONTACT ENGINEER IF ANY CONFLICTS ARE IDENTIFIED. 2. VERIFY EXISTING TOPOGRAPHY IN POTENTIAL CONFLICT WITH PROPOSED CONSTRUCTION PRIOR TO ANY WORK. CONTACT ENGINEER IF ANY CONFLICTS ARE IDENTIFIED. TRENCH NOTES: CALL AT LEAST 48 HOURS BEFORE YOU DIG (800) 424-5555 IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR IS ALONE RESPONSIBLE FOR WORKER SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. ~TICAL: MAW 19" HOA!ZOHTA!..: NAO 198Jfl9111 CITY OF RENTON Planning/Building/Public Works Dept. BROOKEFIELD SHORT PLAT PHASE IV ROADWAY & UTILITY PLAN A CA.TE: 08/01/08 FlEl.DBoctC: '""' DRAWING NO: 2 St-lEET: Of: 2 4 NNNNAA ··---~--------~·----- w ::. <( z f-- 0 w -0 0 et: CL I '----·------· 1-- 1-- 1-- 1-- I (J) (J) I 0.... 0.... 0.... > w (J) <( I 0.... 1-- <( _J 0.... 1-- (( 0 I (J) 0 _J w LL w Y'. 0 0 (( co 1. R/W EXISTING GROUND 1-----100' MIN. -----1 (MAY BE REDUCED TO 50' MIN FOR SITES WITH LESS THAN ACRE OF EXPOSED SOIL.) ~25'MIN EXISTING DRIVEWAY RAMP OR SITE ACC SS ROAD PLAN NTS Use 4" to 8" quarry spalls or crushed rock for surfacing as shown. Material with 'fines' is not acceptable. TEMPORARY CONSTRUCTION ENTRANCE 2. The 100' minimum length shall be lengthened as n-ecessory ta '\. Y 0 insur-e material is not tracked into the public right-of-way. Vw& ·~ )• rii__iN(c,+, ADOPTED ClTY OF RENTON STANDARD PLANS I8l' DATE: 12/96 I DATE REV1SION DWG. NAME: BR23 SP PAGE: 8068 C -- 0 z jj b 6" BUILDING SEINER PIPE I '" ~ TEE WITH 6" SIDE OUTLET 6" SIDE SEWER ANO Rllll PING SEWER 6" MIN. NOTE: CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION w z :, ,. ~ "' w n. 0 "' n. PROPERTY LINE 6'-0" FUTURE BUILDING SEWER "-2"x 4" STUD SERVICE MARKER PAINT UPPER PORTI ON WHITE ANS STENCIL ON SIDE WORDI NG "SEWER" WITH 3" HIGH BLACK LETTE AROUND THE TOP OF THE RS. AND #6 'MRE WRAPPED STUD AND EXTENDED TO THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST !RON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED, VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON. PIPE. fsEWER MAIN o'51 ~00\.'--'o~'ff;f.\00 "~'i-·c1s'--"l'i- co0 2% MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER Fl EVATION UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. ~·2~:10 4# C(,,li !;' Cl.ASS '8' 10 17 $ DATE Edited not1a. REV1SION STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) ADOPTED CITY' or RENTON STANDARD PLANS LSI' DATE: 03/2005 DWG. NAME: BR39 SP PAGE: 8078 DCV NJ BY APPR • ,,jep CIASS F' QR ll' NO SCALE APPROVAL COVER 6' BELOW STREET GRADE / 6" ON 6" Y BRANCH 24"x 24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN ~ ,...;~~ .. -.~ ..• ~ . •' . , ... ' :, ·' .. , .. .. ·,:>>·:·:::· "., ;:. ·, ..... _._/::. -•. :•,: -)·.: ,:; .-" .. ; -.• ;~ .. .. .. ' <!(: ;:{?·:t\~:/.~.- NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. I DATE REV1SION r J'~ iN ''Lr ·'NC' 'T r ,_, C.f-'-., ),..)_ , .. I / 6 1_, ~· ==l==C:is:,):;f. NOT[: MIN. PIPE SIZE f/0 PIP.E MAT.ERIALS ALLOWED, PVC, LIKlED CP~. TR\r'L.E WALL. POLYETHYI.ENE .• Di (IF NEEDED F·.o. "R.·. '''l'RC:cif'T.Hi -y . (_,.~er . ,(.' SIJRVE'YED: TYP. LONG 6" 1 /8 BEND STANDARD 6" X MAIN SIZE TEE ------SEWER MAIN NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE SIDE SEWER RISER CONNECTION TO SEWER MAIN ADOPTED ClTY OF RBNTON STANDARD PL4NS Im DA'I'E: 12/96 DWG. NAME: BROS SP PAGE: 8081 CAP:, AND. vv+-HIRE CLEANOUT rs Iii PAVEMENT; -!RON 'R.lNG &. C.O\'ER PER 1n;n #24 l OR .cGUIVALcelJ ~. ··"'· "' ---~111 ·-v,,]zt<:<7-.---rn -7;:z,..~<0;. ,, -,. .. '.{t;x;:',~;,;, , ~f;)'?;~jj> J l~ __ j /----,ts' BEND ·v f..<.j ... ,-.. ·--fff~lAANENT CAP :., -:· ' L..2:'q;. ). OR CONNECT PIPE c.cto:JJl·:·.O . ' WITH CAP I I ' I / L-_45• WYE I ·----TEE, CEGS$-, OR 4.5' WYE AT BENJS CLEAN-OUT DETAIL RO{)F' "D.RA[N COJ.,L.E.(:TION SY:S.TRM (iWSS $EOT)oN· DETAILS ADOPTED: _CI'l"t OF RE~TON s'.i:,Wl).j\.,.l,\f?' !~ii~?{.$: 1-'::T DAT!i;: D4/2004'. SHW ~TICAL: NA \ti 1968 HORIZONTAL: NAO 1983/19'111 contour engineering, PLLC ---+----------------------+---t----+----1 0£SGNED: BMA 1"=20' CITY OF RENTON OOA'Mi: JK OHE INCH DRIVEWAY (BY OTHERS) CEMENT CONCRETE PEDESTRIAN CURB (TYP.) CEMENT CONCRETE SIDEWALK -------------····--·····-··----- DEPRESSED CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) RAMP WITH 12H:lV SLOPE (TYP.) CURB & GUTTER (SEE NOTE 3) TYPE 1 ~ ISOMETRIC VIEW SEE SHEET 3 1. When the driveway wldth exceeds 15 feet, construct a full depth expansion joint (see Standard Pion F-3) with 3/8" joint filler along the driveway centerline, 2, Construct expansion joints parollet with the centerline os required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F-3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F-1 for curb details. CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. REVISION Sheet 1 OF 6 ADOPTED CITY or RENTON STANDARD PLANS LST DATE:OJ/2004 DWG. NAME: F004 SP PAGE: F004 810 ITEM (INCLUDES SIDEWALK RAMPS) 6'-o" ' VARIES = 14' MIN, (SEE CONTRACT) '1 3/8H EXPANSION JOINT \ ."'.) (SEE STD. PLAN F-3) b I • I " \ (ri 7 b b ' ' " " l 7 "\, ' ' \ - RAMP Willi 12H:1~ SLOPE (TYP.) SEE N01E 1 _) PLAN VIEW Pl AN YIEW ' I""'" B e·-a~ ({i;\tlhS~ j;/5Wru" C ONTRACT) YP.) ~EDESTRIAN CURB (T SEE STD. PLAN t"E'.Mf I\ NT CONCRETE SIDEWALK 7 0 I " 7 L CEMENT CONCRE~~ CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 NOT TO SCALE RAMP CEMENT CONCRETE PEOESTR!AN ;i. I (0 CURB {TYP.) ... : ; CEMENT CONCRETE SIDEWALK 1/2" R (TYP.) 6'-0" VARIES VARIES ,., 14' MIN. (SEE CONTRACT) SEC'ilON 0 . ·.•. ':."·~·.: ..... . . · .. ' ·.:.' ... •, ~ ': . . . . : DRIVEWAY 3/8" EXPANS!ON JOINT {TYP.) (SEE STD. PLAN f-3) (9Y OTHERS) REVISION SECTION 0 6'-0" RAMP .: ... ·:.· :.: •. 3/8" EXPANSION JOINT (TYP.) (SEE STO, PLAN F-3) DEPRESSED CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE DRrvEWAY ENTRANCE TYPES 1, 2, 3, &: 4 Sheet 3 OF 6 ADOPTED CrI'Y' OF RENTON STANDARD PLANS lBI' DA'l'B:03/2004 DWG. NAME: F004-2 SP PAGE: F004.2 DATE: BROOKEFIELD SHORT PLAT PHASE IV 08/01/08 FIW>llOOK: PAGE: DRA'MNG NO: j EXPIRES 06 / 30 / 1C CIVIL ENGINEERS= LAND PLANNERS 3309 56th Street NW, Suite 106 Gig Harbor, Washington 98335 AT FULL SCAlf: IF NOT ONE INCH SCALE ACCORDINGl.V Planning/Building/Public Works Dept. DETAILS 3 Phone: 253-857-5454 Fax: 253-857-5458 NO. REVISION BY DATE APPR APPROVED: SHEET: Of: 3 4 A-NNNNAA -------------------------' w ::. <( z f- 0 w -:, 0 (l'.'. 0... 1--- , I- ~ I (/) (/) I 0.. 0.. (L > w (/) <( I 0.. I- <( .....J 0.. I-a: 0 I (/) 0 .....J w LL w ::s::: 0 0 a: OJ ! EXPIRES 06 / 30 / 10 Construction Sequence 1. 2. 3. 4. 5, 6. 7, 8. 9. 10. 11. 12. 13. HOLD A PRECONSTRUCTION MEETING WITH THE CITY AND OBTAIN REQUIRED PERMITS. ESTABLISH CLEARING AND GRADING LIMITS. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. CONSTRUCT PERIMETER DITCHES, SILT FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. SCHEDULE AN EROSION CONTROL INSPECTION WITH THE CITY. INSTALL STORM DRAINAGE, SEWER AND WATER IMPROVEMENTS. INSTALL CATCH BASIN INLET PROTECTION ON ALL EXISTING CATCH BASINS WITH THE POTENTIAL TO COLLECT SITE SILTS DURING CONSTRUCTION. CONSULT WITH CITY ENGINEER IF ADDITIONAL TESC MEASURES ARE DEEMED NECESSARY. INSTALL ROAD IMPROVEMENTS PER PLAN. STABILIZE ALL EXPOSED SOILS. ARRANGE FINAL INSPECTION WITH CITY. ONSITE SILTATION FENCE TO REMAIN UNTIL SINGLE FAMILY RESIDENCE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE IS STABILIZED TO THE APPROVAL OF THE CITY INSPECTOR. REMOVE TESC MEASURES WHEN ALLOWED BY CITY INSPECTOR. contour engineering, PLLC CIVIL ENGINEERSN LAND PLANNERS 3309 56th Street NW, Suite 106 Gig Harbor, Washington 98335 Phone: 253-857-5454 Fax: 253 .. 857-5458 Sanitary Sewer Notes and Specifications 1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. 2. All construction shall be In accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 5. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 7. A copy of these approved plans must be on the job site whenever construction is in progress. 8. The contractor shall provide the City of Renton with an as-built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. 11. Datum shall be City of Renton, 1988 NAVO . 12. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe wlll be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. In paved area, cover must slope In all directions to match paving. APPROVAL Si.JR'wFl'ED: SHW >----1----------------------'f---+----+---1 O~GNED: BMA DR.it.YIN: JK CHEO<ED: f----1--------------------+----t----+------< BMA Surface Water Drainage Notes and Specifications 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 5. Datum shall be NAVO 88 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on-site erosion has passed. 7. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 -8 inch rock/ 40 -70% passing; 2 -4 inch rock/ 30 -40% passing; and less than 2 inch rock/ 10 -20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as-built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property In connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). 19, BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 21. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 22. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 23. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 24. During the time period of October 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 25. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding , may proceed, however, whenever it is in the interest of the permitee, but must be augmented with: mulching, netting or other treatment approved by the City of Renton, outside the specified time I period. 26. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3: 1 side slopes. 27. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. 1"=20' ONE INCH AT FULL SCALE ~TIC~ NA\'D 198(1 HORIZCHTAL: NAO 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. NO. REVISION BY DA TE APPR f--ccAPPRccocc><D::-,------l lF NOT ONE INCH SCALE ACCOROINQ.. Y BROOKEFIELD SHORT PLAT PHASE IV DETAILS ·---------------------------------- DATE: 08/01/08 DRAWING NO: 4 sHEET: Of: 4 4 A-NNNNAA