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HomeMy WebLinkAboutLarge Format! " S.E. 188TH ST. n ~ l:::t-::tz'':#':.'f' 'cl ~ ~ l,Ji:..~~f-------- S.E. 192ND ST. KEY MAP END ROLLED CURB STA. 10+50.58, 11.00 24 L.F., 12"'1! S.D. 37 L.F., 12"'1! S.D. C.B. /122, TYPE 1 STA. 11 +52.29, 12.22' 40 L.F., 12"'1! S.D. [c.ii. #23, TYPE 1 ~,. 11 +00.01, 12.22' RT. 54 L.F., .9, INT'X STA. 1 o+oo.oo. ROAD D --STA. 109+07.23, 116TH AVENUE: S.E. S.E. 89TH PLACE · (PRIVATE ROAD) C.B. #24, TYPE 1 STA. 10+45.73, 1:i.75' RT. CENTER OF CURB RAMP STA. 108+84.59, 36.99' )ff, \) J'(\p~ )'\/( ~9-L~F.:--:Z·il S.D. 'r//{lw,,e O CENTER OF CURB RAMP v STA. 108+70.12. 29.10' RT. CD CURB El.TABLE STATION OFFSET ELEV. 109+54.68 14.57 RT. 518.58 ct INT'X STA. 12+97.78, ROADS B & C = STA. 80+83.09, TRACT E 55 L.F .. 6"16 PVC S.D. @ S=1.0% MIN. C.B. #21, TYPE 1 STA. 11 +97.67, 11.54' LT. W/ THRU CURB INLET 74 L.F., 12"¢ S.D. C.B. #19A SEE VIEW LEFT C.B. #19, TYPE 2-48"'1! STA. 13+03.30, 18.81' RT. 12 ~ °> II 171 _A.._, -6-_ l -ll,,./-..\-../-.i....,(o,·-/- 38 L.F., 12'''1! S.D. ct INT'X STA. 80+83.09, TRACT E = STA. 12+97.78, ROADS B & C 104 L.F., 6"¢ PVC S.D. @ S=1.0% MIN. C.8. #19A. TYPE 1 C.B. #17, TYPE 2-48"¢ STA. 13+32.85, 11.39' RT. STA. 12+67.84, 12.22' RT. 0 CURB A TABLE 0 CURB R TABLE C.B. f25. :'(PE 1 STA. 108+58.30, 27.22' RT. C.B. #20, TYPE 1 STA. 11 +97 .67, 11.54' RT. W/ THRU CURB INLET 27 L.F., ff'¢ PVC S.D. @ S= 1.0% MIN. S) CURB Fl TABLE STATION OFFSET ELEV. BCR 108+61.56 27.00 RT. 519.92 C.B. #25 108+58.30 ----519.79 BCR 1/4 6 1/2 6 3/4 6 ECR STATION OFFSE'I' 14+79.00 12.00 LT, -------- ----------------- 40+37.00 12.00 LT. £>=90'00'00" R=25.00' ELEV. 511.40 511.15 510.98 -·----5W.82 510.57 L=39.27' BCR 1/4 t::, 1 /2 t::, 3/4 t::, ECR STATION OFFSET 15+52.94 12.00 LT. -------- -------- -------- 40+37.00 12.00 RT. 6=so·oo·oo· R=25.oo· 29 L.F., 15"16 S.D. 182 L.F., 18"¢ REMOVABLE BOLLARD -~ STA. 72+ 71.02, 10.87' RT. C.B. /14, TYPE 2-48" ¢ STA. 73+04.15, 0.00' RT. = STA. 32+66.39, 11.39' RT. ELEV. 510.65 510.73 510.83 HP 510.70 510.57 L=39.27' S.D. CENTER CUL-DE-SAC MIN. FOR CUL-DE-SAC GRADING SEE SHEET RD-03 STA. 16+67.27, 30.00' LT ROAD B 110 L.F., 6"'1! PVC S.D. @ S=1.0% ct ANGLE POINT CUL-DE-SAC STA. 16+67.27, 0.00' LT ROAD B 1---------C.B. /111, TYPE 2-48"¢ STA. 16+88.89, 4.30' RT. = STA. 70+00 n MIN. SCALE: 1" = 50' 50 25 0 50 100 CONTOUR INTERVAL= 2' Comments: BCR 1/4 6 1/2 6 3/46 518.72 1/4 6 l-----1----1--5:.:.1::..9:.3::...:6--1 1/2 6 1------+---l--5"-1-8._80---l C.8. #241---10:..:.+..c45:.:..7:.;:3-+1-"7.c:.33::...;.;.RT"-. -+--5_1_8._4_0--l 3/4 6 f-----+----t-5_1_8._24----i ENGINEER -------'---·,'.-----·--·---------· -------· --------· ECR 10+50.58 11.0CI LT. L,-91,4'90" R=35.00 518.86 HP 518.43 51B.02 L=55.73 J-\OADS B. C & D ECR 10+61.00 12.00 RT. 517.68 6=88'45'51" R=35.00 L=54.22 L--....----,----,-·----;---,---,---·-··--··-----....-----,-----,-----,-----,-----,--·----r- Lf) <Xl . -Lf) • -CJ) Lf) - w N' --"' r• ,n-uJ -... N -... N ---l{) -I() I() ---~ 01 N tD er, -ci 0 ,--ul -,n I() N ,t 0 -"' _N . er, o· -er, lf) ~ a) <XJ 0 l{) N <XJ 0 uJ CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ' . NOTE: INSTALL ROOF uf<A!N STUBS 5' FROM BACK OF CURB or, EIAC~'. OF SIDEWALK. N m 0 l{) TRACT B n a) 0 ,,, ' (D " 0 l{) Lf) <.D 0 Lf) N (D 0 Lf) ... <.D 0 uJ -----1------------f- 0 0 N Lf) C'I 0 N Lf) --r------"' WI~ u) -------f-------1------i ---1------1----·-->---------1-----·-+----------· --+-------,. __________ - ' ···· 1~ ------+---------~--·-· , I 530 ---+-------+-·----+--- PVI STA = 10+51 PVI ELEV = 517.97 A.D. 2.70 1----·-r= -r.7g--· L.P. ELEV= 15.81 H.P. ELEV 516.33 L.~. STA = 11 97.72 H.P. STA = 12+76.43 ' P',11 STA = 11 82.19 PVI STA = 12+95.63 ----pf,-E[~;,-5r5:,rn---,-Pv'1E[~r5To.B'1--f---1----1-----•l------520 INT'X STA. 12+97. 8 ROADS & C. -------·-· --------------+--- = STA. ~0+83.09, T ACT E '~ EL. = 5 / 6.2B P~I E~; =r;1~0~8 --+-----·----·-+------,--+-------------------------1-----,--~5=3"'-01 _520 __ 75.0 , vc I A.D. -2.~o A.O. -4.1 o '" I K = 34.4p K = 18.30 A.O. = .31 t ~--r--l __ ~ . CJ) ----°' -·· _1 o~-.o~-· _v· ----___ 75.oo ~~-- ~-4L. -----,,.-,-rITT'X-STA-. c1+uo:ou;--Ao-o--o I() <Xl ~ --"' m "' "t.l ,. N ...t = STA. 109+0 .23, 116TH AVENUE S.E. -_j ;:5 ;,:; "' w ~ ~ . ,.. ~ ~ K = 4 .32 100.00' VG _______ ----1---·-----_______ ... --lr-----l-----=525 __ 515._ I Tf sl' {'TlsHi1ir--· 515 ~STING GRJUN;~---"-·----·---·-- f OF ROAD l(TYP.) E . = 520.33 ~ w -_j ;1: ;;:; ~ .,; l{l ~ ~ I() PROPOS D FINISHED I / ~W -·1 NITTi-t'l"1 w ~ci y--TL!) r- m. --r------sl---~ -d--§;'-cl-----~-d-520 ----·- 0:0 ----or · 0 I ~ GRADE (t OF RO D -·--------0 ------- cf,, I w ------1---------- i ··~----1----·---·---- --~ -----·-----f r--------·-----51.0 _ i --+--505 EXIST! G GROUND 0 1 _ct_o_F;_R_o_A_D_(_TY __ P_.+--~ ~ ~-------1--------l--515 _g~~: .. ;--~-:7~2~7~-L~· 1p··:,,,_l11~r~0~s-~0J. ::::d u.. I'-. 0 <Den ---~=j=~,=8=il:.:Ct~~2.:.-f---J +o ·~@:~~i;--l] · ·, 18"0 S.O. ~~: 1 1 @ =7.60% r-i---is:~9ii:i~=+===j Wi-<{....J. @ S 0. -1.98% -·-···------• -. CJ_(/)'"'----+----------------:--------l---=5_,_1=01 --500 ___ ~& ·~""t""0.,--,L'E ___ --f---------- 39 L.F .• @ =4.33% 12" S.D. II ---._ I I 0 C.B. 24 TYPE 1 I C.B 88 ~.F., 1· I 'I ] 505 If.·:: 5 1ll2:.~~'1! TYPE 1 _________ J -----· -1----b-___ __,_ ___________ :~:o~~~,.~--H"l=""""-@:-- 9 s: 7 · =...:~:_:i-·6:.;.~;;;%:.-a=I-__ _____________ ________ ·--I __ 505 _____ 49Q __ f __ c.s. 10 TYPE 2 4B'''1i .. ___ ______ c B. 4 lPE 2-4 B''l'l 495 r ~ -----1-~---1-------·--r-----f----T.G. = 516.87 I . ---C.B. 17 TYP!o -48¢ I 18"¢ .D. I T.G. -507.33 T.G. = 50p.20 ----· --~ 3 I.E. = 512.85, 12"¢ Tf· = s511Pil "¢ l1Y II I.E. = 502.71, 1 '1i I.E. = 5011.92, fr'¢ l i ! C.B. 2 TYPE 1 1·E· = 510'95' ,..,.,.,, C.B. 14 'PE 1 B 13 TY E 1 I.E. = 501.42, 1i'l'l ~ -TG f15 89 · · · = · • L" T.G. = 511,19 H;f''!?"-' .,z;.,..~~I=----'---I IE 50 92 18"" °'n · · = · 1 L @ 063, 12"¢ SD IE= 507~8 or/I .G. = 510.2 C.B. 11 TYP[ 2-48¢ j' .. = · • " ~~· ;o I.E. = 11.99, 12"¢ Ii 38 .. , S= . . o ' • • • • ' " I E 506 65 ,.,,.,, T{. 509 30 I.E. = 50 .42, 24"¢ II ;_; I.E. = 506. 8, 12.,r/l E. ::; 5 · 0 ": • ·:: "· • 500 490 i f -~9_0_ _ __ , _____ ------. II ___ WC.B.-T-2R~ TfJ~1:~~;-;~::~ ----·----i----·-rt-=1i1s3l-2=4frr ---------l,S---§06,rd,-Hilll--~B. 12~~-~t'L_ ___ :: :-=-g~:~: ti,"'--,¢----~----II . . ·1··-.. -----·--·--Tl" _________ _ I.E. = 511. o. 12·"' T.r. = 510.31 , ! ri~B= DITT \lN SHEE'f DT-01 4" L F @ s o 50% 1 ..... .,, s D :: . : ggf~~·I f JO}l i! 1· i . . , i i "' I.E. = 51 .42. 6"~ 1 1 . .. . . L., • . 1 I. : = 505:31: 18"¢ I (.) ...I ___ fu....1-+-=-1 __ g.1~------1---------f------f----+---l-l-'h. 510 ---------1--- ---------+---... -1---H % 500 ----~---- 490 . I .. _________ _ I ~~ I.E.=51230,ff''/J I .. = . • II ·1 .ii f ~ I.E. = l:.:>1...:1.r..:B:.:O.:.., _;1.:2...:"'1!_..J.... ___ _J_ ____ J._ ___ ..1.-___ -1. ____ .._ ___ ..,_ ___ _,_ ___ __,.._ ___ ..._ ___ _,_ ___ _, _____ ..._ ___ _,_ ___ __;._ ___ ..1... ___ _.__ __ _.1. _____ L ____ .J_ ___ _l ____ L_,l_~~!'.:L.~~~-_J I:!.-:<: L.-_L----L--__J ____ .1..---:1-:,..,:--'.L-:,..,-::n------11 -1-nn 12 +oo 1 3+ oo 1 4+00 15+00 1 6+00 17 +oo 1q"+oo 71 +oo I 72+00 73+00 - 0 t ...I ...I ·- (/) @ a: - UJ * UJ z -- (.') z 0 0 UJ N C'l 'llco (.') .r::0 '" 00 z ::, (J) 0 <( -~$ f-l\l • ..J > >, :, ;;, l\l "' :i: (/) ~-z lI) ~ ~ Q) 0 (J) 'CJ (.) C') (I) C'l LL ~ • () • 1 __, • ....I ~ U) (:) z -0 ....I 0 I U) 0.. J ~: tg --~ WWr· I I I .,., . ~~~ .,.~ -~,om "NO N<,O -- ?, "' " ~~ ~~J ww 6 5 ':'l \.L Ql 0 E 0 '-' . ·-.:::: u E Ul V . s: ;: ;: z w _J ('j w -(J) (J) w J 0' C ·c • 00 •"" Cc ·-0 C,,'> c> Wu ;:: .!J .2: :) o a. I ·--l z § z :c I ~ I I z :5 Ll. w c., <( z ~ 0 :.:E 0::: 0 ti; ~ ~ 3,::: 0 <( 0 0:: JOB NO.: 1166-001-005 DWG. NAME, RD-01 DESIGNED BY: LGC DRAWN BY: JU. CHECKED BY, DATE: 04/26/2006 DATE OF PRINT, RD-01 ·2,l 4 OF 2e1 SHEETS II n S,E, 192ND ST. KEY MAP \ ---------,--------- A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSI-IIP 23 NORTH, RANGE 5 EAST, W.M. -( ROAD B 1~ I\ I : I ILS,'\-0 \ v>;P '\ ,CJ~ . ,.,,, /© 120TH AVE. S.E. SEE SHEET RD-05 SEE SHEET RD-01 / __. ____ FROM STA. 32+47.00 TO STA.::',,··, 'I ---~·~..:i:;;.... ..... -.32+77.00 EXTEND EDGE OF ,i::;'~·rr-ir---t---::=:=::--'T------------------------------------------1 PAVEMENT TO 12' RT. FROM \ tj!1t------- \r1 TRANSITION ROAD SECTION AS SHOWN IN PROFILE SEE ROAD A CROSS-SECTIONS ON SHEET DT-01 END CURB AT STA. 31+51.12, 11' LT. C.B. #9, TYPE 1 STA. 31+46.91, 12.03' 23 L.F., 12"¢ ROAD A CENTERLINE AND CONSTRUCT ROLLED CURB AND GUTIER. C,ENTER OF TEMP. CURB RAMP st • 32+58.12, 13.00' LT. 115 L.F., 12"¢ S.D. FOGLINE STRIPING BEGIN @ STA. 32+47.00, 8.00' LT. END @ STA. 32+77.00, 8.00' LT. CAP END STA. 34+00.00, 12.00' LT, I.E. = 500.89, 12"¢ ' \I~, 24 L.F., 12''¢ .D.. 1,. ) ~,fl\'\ C.B. /13, TYPE 2-48".L.. STA. '34+00, 11.39' RT. 159 L.F., 24"¢ ~D. / "'-,;}'-A '-. ..._,"5 -· ROAD TEMPORARY CB#2A, TYPE 1 (MAY BE OMITIED IF APPVOV ,!) BY THE LUIS INSPECTOR) / STA. 35+58.58, 10.00' . 21 L.F., 12"¢ S .. CAf' END '· STA. 36+ 74.98, 12.00' LT. -,,,,,r.E~ 500.00, 12''¢ /J t' V, 4 L F., 1 ¢ S.D. STA. 37+59.67 DRIVEWAY FOR - ACCESS TO EXIST. BLDG. ON 'w'L.:JJI, 211 L.F., 12"¢ s.o. "-- Xt PARCEL 619840300 I !';.--'t-/1C--l__~ ~ --11· · 1 -08_.:--o,, 116 ___..o ·--------· I , r1f C - CAP END STA. 38+92.14, 12.00' LT. I.E. = 500.04, 12"¢ 24 L.F., 12"¢ S.D. ~ Fr (2 r3. r ' C.B. #27, SEE SHEET RD-05 n SCALE: 1" = 50' ~ • 50 50 0 50 100 CONTOUR INTERVAL= 2' HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD '83/'91, BASED ON TIES TO KING COUNTY PUBLISHED CONTROL. VERTICAL DATUM: NAVO '88, BENCH MARK -4" X4" CONCRETE MONUMENT WITH LEAD AND TACK IN CASE ~--"--- ~ INT'X STA. 52+00.00, TRACT C ---- = STA. 31 +23.53, ROAD A +- .... +- . " . I . I. /l LOCATED AT THE INTERSECTION OF SE 192ND ST AND -fV'J )r,.01116 AVE SE. ELEVATION = 514.98 FEET. C.B. #8, TYPE 1 ~!\-30+02.20, 12.2J' LT. CALL 48 HC>URS BEFORE YOU DIG 1 -800-424-5555 . E ISTING--(t"'R/W ---------------· -------- ~~ ~1~ ci ~: CDJr- 2.74 67 L.F., o'¢ PVC S.D. @ S= 1.0% MIN. C.B. #5, TYPE 2-48"¢ STA. 31 +46.92, 11.39' 38 39J 16 L.F., o'¢ PVC ,S.D. @ S=1.0% MIN. / I I I 41 L.F., 1'i'¢ S.D. 4 COORDINATE CONSTRUCTION AND MATCH PAVEMENT ELEVATIONS WITH THE RATHINAM SHORT PLAT PROJECT LOCATED SOUTH OF ROAD A STA. 30+00.00. BEGIN ROLLED CURB AND GUTIER, ASPHALT PAVING AND SIDEWALK AT ROAD A STATION 30+00.00. REFER TO STREET SECTION DETAILS ON SHEET DT-01. ~ 'T <D <D~ lD w tf) ~ -~ (D • tf) • -a' . " " 0 0 <.O 0"' 0 tf) 0 u, 2 <[) 2 L{) g <[) u, ·----------- lD 2 ~155 ~-------l----1---H.P. EL = 507.81 I H.P. STA 31 +06.321 PVI STA 31+05.10 I PVI ELE = 508.06 I ELEV. 504.36 504.55 504.75 504.94 ECR 204.91.71 11.00 LT. 505.13 /:,,=88"33'48" R=25.00 L=54.10 /1 PUBLIC ACCESS) ~ ~ ~ v o"' -\() "'o 'T N LO~ " -<.O " . Ol • <.O .v 'T . -a' rri . 'T • 'T . <.O "' u, . o(" 0 o"' 0 r<) or<'l o"' 0 \() <[) 2 0 m2 0 u, 2 u, 0 tDg l() LO u, \() \() ------------------ L.P. LEV = 503. 3 @ CURB Fj TABLE STATION OFFSET ELEV. BCR 38+84.72 12.00 RT. 503.95 C.B. #26 36+92.14 503.90 L.P. 1/4 f:,, 503.93 1 /2 !:,, 504.07 HP 3/4 !:,, 503.95 ECR 204+11.34 16.00 LT. 503.82 /:,,=91"19'49" R=35.00 L=55. 79 0 <.O <.O Ol 'T tf) OJ ~ Ol " ro ~ LO <.O u, 'T ..f 0 "' 0 u, 0 v 0 0 0 0 2 u, LO uJ \() <[) \() l() ---·------------ .P. ELEV = 06.18 j H .. STA = 3 +68.68 4P, ELEV = f04.17 fVI STA = 3 +85 L,f. STA = 38r,-92.14 N .. f 0 u, ----- ~ ~ INT'X STA. 39+36.82, ROAD A KING COUNTY D.D.E.S . NOTE: INSTALL ROOF DHAIN STUBS 5' FROM BACK OF CURB OR BACK OF SIDEWALK. Comments: ---·-------------------1 '--------525 A.D. -2.05 520 K = 4~JJl----------1------' _____ ------1-----t-----~ L.P. SiA = 35+58 58 ---1----,E.vL .. S .L;a.-35.+,6 8--· PVI LEV = 503. 3 --------f------·---tlA~L-EV_ =_ ~~·_68 __ _f'Y~,s;~~ 08;/;--C------+--------~---------l------------------_ 520 _ _______ L----· ---f(ll . ' vC ----' z 0 : 0 q ~ v i ~ 515 ,________ ---------___________ , ___ _z <( tft __ ,n.___---1 -1()------f-----------+-----1-------+-------;!~ ~ ~ ~ ci STA .. 1+23.53, RAD A iXl~TN~o;~0~g_@ ~ ~ AlD. = 2.50 I K = 40.00 ioo.oo· vc c3 :j'. c6 !Il = STA. 5 +00.00, TRA 1~ ~ "' : g.~--++-----i-·-------------1--,-Eb-=-af 7-.-75 ---------------'-----p -R --0-OSED FINIS ED ---+-,...,"'+ ---~"'-'. __ , _____ _ 510 --r---------1-------·-- co \() co co ~ -..f + 0 i/t-_\()____ u _j i:i w u, t') I') Ol + ui " 0 I') l() ~ _j --------·-·---_______ Ill_ w ,. % _______ _ K = 22. 6 A.D. = 4. 5 100.00' VC K = 15. 4 75.00' V (0 ----------------f-f------.. .<'( r-, ~ ao <( LO l() 0 t') N + . <O \() N 211 ~,-.... u... Nv · N..f NG'.j +o CO-' n 2 U· -----------c;jliJ -. OHO (OW -------r,l}---·-I"") u_; +~ >w oi<C w t') :r: -- , 1- <( 0 I-N (f) ~ ------·r--------· 515 ------------+--------Is----------- ----------------------------+-------+-----510 505 ---~-lgcl % -1-~~~;r-->--+t--------~-' ~ =c ~M E @ < : [ ~--,-~ __ w ______ / "-.. 88 .F., 42 L.F., 11 L F " @ S= .50% s o .. , = .5 o% @ =0.50% ·---------, V \I 134 L.F. @ s o 8 24 L.F., = · Do 12"ii! S.D. fl:: 1 so~l;; ~-¢ 1 ~~"' Lt.. . ---'"I'-+------I ;-B-.-9TY__.j.E 1 24"¢ S.D ,~-~-1:5:9----c~.r:·:..· 't®:_S:=:1~-=33:%:o ~2~4~"~¢~~~-0~.]---1----f--1-16-L.-,-.• -+----~·-~=···:--J--J:~· r:-~==·t--]-:c·ise""I~].6§~%~.F=--·!.;'i.a.:'I/JT~---· -.. @--5=--0:5'4 -----------------·---------·------·------~----- I.E.= 02.75,12" @S0 5 % T.G.=507.3 j f L -,¥4"---l4"-dTY-k!,,JPE'a-'1--fL-__ = __ · • __ ---1---e~ 4-1. .;,;:,l,.B"-~...J.5C=:"'3~~4-3'-";E,,,_1_.:~~....,4,.f5...,'¢:....i----.J...,;fCg,.B,,_. -!8'==~~~+------_@_1 ~_:"'_= L-2~~---f------------... r __ \_, --~~4~~:;-~1 ~;7;0%:· -t~-...J 2 7 L. .. ·---+------+-------------~--~-~+-· "'_s s_HE_DET_R_D 105 -·- 506.74 • ~ I Tf· = 5ioz1 41i° 6 .. "' SEE SHEET Ro--01 22 ,.F.. 0 L.F .. 02.63. 12 2 1 .. : 5 11 • 12.11) 12 ¢ s.o. 1 "11) s.o. "Q :1 I.E. -01 98, @ S= .88% @ =15.58% I "! ii; PE 2-48"11> 1 ~ z l T.G. = 50 .86 CB 116 E 2 -4 8"¢ LO+ <C --,1.·EE .. == 55 0°.-38 44 , 61"t.d -----w~·T# UTYCPUERB2 -JN4L "¢ SEE ROLL D-------'-----___________ Tc_.GB_ .... :1··50TY ·4.P7E8. 2 --8"\li B #26 TY r.'G.' -!-·501 55 ------;;;~------<-----------+---L.. ;u Fr · · -· · ~ ---------'.7'rRRucu B INLET sEE RoLlto-----------+ I.E. = 502. 9, 12"1<1 . ~ 11J I.E. = 49 .34, 24''¢ C RB ETAIL ON Sf-EET DT-01 I.E. -496.26, 12 0 URB DETAIL N SHEET D -01 j"5 t;, T.G. = 503.49 I.E. = 495.26, 24' 0 G. = 503.99 · <nm 11 PROFILE EFERENCE PII OT POINT I.E. = ~98·72 • ff'¢ I.E. = 499.91 1 'i''I> I I 0.24, J.E. = ~98.22, 12"¢ I ~ I.E. = 97.22, 24"¢ -------1----+-·--·-----·-·--------..J..-----------·-----------il:---:::-~·--==·-====-=±=---·~=--=---_E_=f---------------·----·--------------+------· 100' C.B. 2 TYPE 1 .:l<------'-"i"------JY STA. 32+ 1.27 T.G. = 03.87 END TRAN. TION LT. I.E. = 99.40 12"¢ 500 ----·-·-··-·----1--- 495 --------1----- _1~0 ___ _ 12"¢ S.D. 12"¢ S.D. 12' Ill S.D. 500 --------------------------+--- 495 ------- 490 ------- 485 ----------- ---·-----··-··----_4-§p __ -----·----------_______ ,, _________________ ---' . I ·- ! REVISJONS',__.l I NO. DESCRIPTION/DATE ~7~ (/) * 0:-~-z_ • () • ....I • ....I ~-"' ~ ~ Q) Ol u (') Q) (') u. ~ Cl) CJ z -0 ....I 0 I Cl) 0.. J z w ...J (9 w -U) Cf) w J ()> C ·c . ~ •-" CL ... 0 "'~ C w.2 ·-= ]j -~ :l ua. z :5 a.. w C, <( z ~ 0 ::E a::: 0 I- (/) ~ ~ 3: 0 <( 0 0::: JOB NO.: 1166-001-005 OWG. NAME: RD-02 DESIGNED BY: LGC DRAWN BY, JLL CHECKED BY: DATE, 04/26/2006 DATE OF PRINT: RD-02 '2.. \ 5 OF~§ SHEETS l~ _ _L==----·-- A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 r~ORTH, RANGE 5 EAST, W.M. s.E. 10urn sr. SCALE: 1" = 50' -1-I I I TRI\(/( E n '--I ~ ~ / ___ __.j 50 25 0 50 100 n ~ I ~QA[) 0 ' = "' CONTOUR INTERVAL= 2' ~ " I< 1/ ' ~ -b 1 • ~ R B ~ -i;... -TRACT C --• ROAD A L.--~ I ---S,E, 192ND ST. KEY MAP C.B. #14 SEE SHEET RD-01 ROAD B SEE SHEET RD-0'1 . ·-, +~ i ( > ~ I :c_ + 1 ~\~ / I -, Q I ;) b '· o 6' r 57 L.F .. 12"¢ S.D. -__ --_-5 ..i1 1 . · -~! 11 / c·.B. #15, TYPE 1 • ; 26 , : ---~ i 2/ STA. 40+44.61, 11.54 LT. , l , ».. , -,) W/ THRU CURB INLET .__ __ .. J :-~ v~ ) I --~·~1· . , • j '/,/ /96 L.F., 6"¢ P.V.C. 27 ! ' 1...i¥l 1 3~ 1 J·.;,D. @ 1 S51.0%1. MIN. :,;(Jl\. '1 • ..!-6 .. ',,_·,=-··· = ..t. •••••• j . ·~ •• 0+00 , ;4 41+00 ' J13• (TYP.) 28 1 i\ TRAbT A " ' END PAVEMENT AT STATION • \\ ')~·..-····==·•, ··· ,'· 15.20' (TYP.) 41+47.50, AND GRADE AT 2:1 ' "' ". \ TO CATCH EXISTING GROUND . ' ~ ~6 (' 29 ' (1 17 • 102 L.F., '5"¢ P.V.C. • / \ 23 L:F,i -~~-~-S.D./®, S=1.D% MIN. ', ---HI> C.B. f16, TYPE 1 ·<> --, 1-+ •· -STA. 40+44.61, 11.54' RT. i l l g ~ W/ THRU CURB INLET : !: ~ ~ r;,,-.. ---l:~1·_;:, ;' ~ '·'l.,~,1~_·,. J • iii;)cl , . ~ ....... ~_..__ __ ....._ __ ---i SEE SHEET RD-0 ·1 "'·" \ ct INT'X STA. 40+00.00, TRACT A ROAD 8 = STA. 15+16.00, ROAD 8 BEGIN PAVEMENT AT STATION 50+32.66 WITH THICKENED EDGE ON THE ) D DETAIL ON t>,HEET DT-01--u j LEFT PER R.flAD SECTION V ~ ~ / \ / ~ \ ct INT'X STA. 52+00.00, TRACT C '.',--~/ \ A,1 J -'" ,,.,,.,, '°" , ( ! ~ « ·1 ·1 --... I . : ';l~TRACT~~·~ ---"-· -·i 32f<Yo== Gj ~ J ~ I I ,J ' ~&, _,< \ ; / ···:: ~:~ ~ ~ 1 , 186 6" .J 36 ff,-/---...J W L.F., ¢ P.V.C. -r, ~.s D @ S= 1.0% "I". -', / "'J ( (/)w '1'. '~" . J : PC -30-J82.74 I J ' ' ' ' ' • • 'l 38 C.B. #19A SEE SHEET! SD=~1 ~ _ .,_ .... 6 c: 4 3 0 :::, ' J,-~18-~ -~ 6 ---a!: )~ "::--==-~;:~----... ,.-~-;: i.--' --. ' , (.) 80-u, -~~GjCl ~;·"/;~;;~ )<~ I (I) ---"7"--41 , L > /""'• N "' , 37 1 ct INT'X STA. 80+83.09, TRACT E = STA. 12+97.78, ROADS B & C I -~ / -~ SEE SHEET RD-01 ROAD B NOTE: TRACT C SHALL BE A MINIMUM 20' WIDE AND IMPROVED AS JOINT USE DRIVEWAYS PER SECTION 3.01 OF THE KCRS. THIS TRACT SHALL BE OWNED AND MAINTAINED BY LOT OWNERS 32 AND 33. ... SEE SHEET RD-02 ROAD A ,-------~----------~ C/\LL 48 HOU RS BEFORE YOU DIG 1 ··1300-424-5555 ® BCR 1/4 6 1/2 6 3/4 6 ECR CURB Fl TABLE STATION OFFSET 15+92.17 12.00 LT. -------- -------- -------- 16+26.31 39.27 LT. 6=7714'43" R=35.00 INSTALL ROLLED CONCRETE CURB ELEV . 510.24 510.37 510.50 510.63 510.76 L=47.19 HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAO '83/'91, BASED ON TIES TO KING COUNTY PUBLISHED CONTROL. VERTICAL DATUM: NAVO '88, BENCH MARK -4" X4" CONCRETE MONUMENT WITH LEAD AND TACK IN CASE LOCATED AT THE INTERSECTION OF SE 192ND ST AND 116 AVE SE. ELEVATION -514.98 FEET. STA: 16+26.31 39-J7 LT. ',-fl ® CURB Fl TABLE STATION OFFSET ELEV. BCR 16+26.31 39.27 510.76 1/• A 511 T w f-----------1------~-j.:.'...'.::"OO'.:'....:H:::..P..:.1. 1 /2 6 ----509.92 , L-------+---4-.C.:..::.:C.::.-I 3/-l .b,. --··------509.48 c.a. #11 16+B8.89 4.30' RT. 509.26 LP. ECR !5;67.27 12.00 RT. 509.48 , [',=102"45'17" R=42.00 L-188.57 NOTE: INSTALL ROOF DRAiN STUBS 5' FROM BACK OF CURB OR BACK OF SIDEWALK. 51 0. 16 I ROAD B CUL-DE-SAC SCALE 1" =20' KING COUNTY D.D.E.S. ;;;J.,,r'--A S-3/-()(; 6"Re~ew~E:,::,fg:,::1n ;,~':::ee"=°;,1r 'Y",=~-/)-I Completion Date I , RJ /( /IJ/1 ~ 4. Kif: s ... 3;~a6 ~1eni_prc: ~ / I Comoletion Dale , , h C,,1 11,:,/nr, .JAMS? W. __ '?J'_fHi_i;RS P.E. Ap• rovoil Date r1<VE· ""MEN I ENGINEER ., Comments: TRACT A (PRIVATE ACCESS TRACT) TRACT E (JOINT USE DRIVE) TRACTC (JOINT USE DRIVE) l----,----,-----,-·--i----r----r---,----.-----r---r----i---,-----,-------,----,------,--,--,--r--,---r--i---i---~--r---r----;--:;==~==::::==~ t')IL() OJ I.() LD lQ O aJ ,,-, ! a.,..,, I I t'') f',. NOJ n ..,_ OJO en OJ 21 ,N . 00 N -~ci r, -----,n -O[) -O[) O[) O[) O[) O[) ID 0 I 530 530 I i PVI STA = 40+52 ~ • I PVI ELEV = 510.58 ;;:, B • 525 525 ~ 52§_. ___ ,_, ______ _ _ _Ei.!Q_. -IN -~ .N 1 ~ "' ~101 8 CO ~ LO ~ r...'. 8 ID!g Ill ~ LD ~ tD i5 LO N ,n - ,n .N , Of) IC-~r-..: ~(() r ,r, on-on-,n '° onl 530 535 ---+----+-------I------+---~--+-------'='"'-----------------~--------~ -----~~+-~---- N ... z I oi Q o1-I ,nU ::, 525 "' on -on ----~-----r--------..l--------------+-----------------_!?~5 __ --·------f--~--~ --f------ ~L.S~A.5i~:1z~,40, TRACT A ~ ~ ~+· J 1~6, ; r---till --1---1 '° =~ _______ ! _________ ~~-----~i~:! ------1\--~----L------~----------------------+----~------------525_ + -O :;:j , wu ~&l ON~ g~ II ~OJOI I __ 5~~1-"'5 __ ,.__ ____ L, I -~-; i _l_ ~~ _ L _ 515 515 _ __ ~l.,i'--l--ll--+-l------------1-----f ~ !~~ 515 520 ~: ~~ ~~~ 1 1 E~ST~~G ~" co i -/ '."; --:_, ~! ~i ;~~ ----------------------~~-f-=~"~I~;~~ r-------------+---------------(._r~----1---------------~-52Q__ -L -z.c,. -~ ----t 4Q% '" ; ~ [a I-w ~ --r"-;;;,-J..1~ 7 n%4...,.~l I f--"""if'' "-• "' co (/) -I ., no% -~10 --------l--------------~-. ~~?¢ L[~~o -Ir --~~~:;~s:o ct:: F6~s~g:-~-fil.Q_ -510 -r------i"::-~---11--.. -_-.. -.;;;-/t::~1~>i---!;ij--,02£_n_iz%~~~:1,,,___::= ... it..:; /~..:--l.:~~;~ L_ -510 515 ----f-------t-··------~~ -~--....... -"c:::-..C----,----------------~-------------+-~--------~--------~----- I o-I' <XJ,n @i S=0.50% j , --------f-------1\1~~~ L.s~'6_T____ -____ ,!' __ --__ 5Q§ ___ ~5_Q5_ _____ ~~----I---------~-------+------1--------·rl_ ------+-~50_5 _____ ,__~5~10 -~--+------+--II II +I 1 -r\::: ,, -~ ------~-~~----!-----~ __________________ __, ________________ ~------------1-----,-5_1_0 __ ~ I @ S=0.52%! [ : ;~ I -----1 RD-01 ; i i 0.0. I 515 -505 1-----1--------_5_0§_ -___ 1, _____ --'--··-~~-------:--------s-5=00 6 ,t , .G. -5510.51p 6" 1' , ~ al 1 .E. = 07.3 , ¢ -f i£ i .E. = 506.8 , 1t'1> i i,, _i ,:; 495 ! ".B. JJ16 TY, E 1 _, ~--495 495 -------~-------+-----~ ----------t---------!-----f---____ , ___ , ____ ! _______ -+--" 1 I .G. -510.56 : ! ! / "' :, i!J 0. -,-:, '!' li . 1 1 1 1 ,; ,I i I 11 1 rti1c, - ~it-~.....L~~__...l~~~·-~-4410J-+~oD(o~~...i...~--:;:4~1~+-0000~~"--~~4~2~~~0Koi-~...1-~~-'-~~---1.'~~5500+~1 ooo~~_;...: ~~5~1~+~0~0:--~-"--~~s~2~+~oxo,-~...__~~.....L~.~.......i~~~~1 ~~R11-~;;--~..L.~~~1~~~1._~~J_~~-11~~~J__~~J1~~~l~~~~~~~~~1Lt~~~)•::~.L_~J •o BO+QO 81+00 • ~~1.-.,.,,...-------------------------------...........-----------........--.........-..----.......................... ---------.........,_-------------...........,._ ............................ ~ ............. ~~~~-----__:.;_,,:_:.:.__. _____ ........... ______ ~-----~~~~ ............. ~_J REVISIONS NO. DESCRIPTION/DATE 8Y ~~ Cl) @ a: - LU $ LU z (!) z 0 LU 0 OJ (') " 0 (!) .c 0 -a, z :, "' 0 <( I-~3 .J «I • 3 iu' :::> ti 3 Cl) --z It) 11! 0 -a, Ol'O 0 (') Q) (') u. • 0 • _J • _J ~ (j) (9 z -0 _J 0 I Cf) a.. -.., ~:J:8 --m w w -I I I .. ~., ~-~ "'.,"' ~ ~NO N v~ -- " " " g:l~ ,.,cJ "'ti"I I:' m '-' e " -0 ~ "' .c .,,o .s~ C C ~ 0 "--o a. 0 • " "O CC .3 .3 -C w E .,,w -~ ~ if C E ~il 0 V> t u -0 .!; • C 0 0 L ·s; _J 0. ·-0 E (I) Q) • 3:: 3:: 3:: z w ....J (9 w -Cf) Cf) w J z :5 a.. w ~ z ~ Cl ::!!: 0:::: 0 ln ~ ?;: 3=: Cl c5 0:::: ~ z ~ 0 (,) c:, z ::.: JOB NO., 1166-001-005 DWG. NAME: RD-03 DESIGNED BY: LGC DRAWN BY: JLL CHECKED BY: DATE: 04/26/2006 DATE OF PRINT: RD-03 'J. [ 6 OF 28 SHEETS I ; I ' I I I l I 1 I I ---.----=---==~--~-:,,,-. HEARING EXAMB\IERS REPORT AND DECISION CONDIT.IONS FOR FINAL PLAT APPROVAL 1. 2. 3. 4. 5. 6. Corripliance with all platting provisions of ntle 19 of the King County Code. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication which includes the language set forth in King County Council Motion No. 5952. Tho plat shall c~mply with the base density (and mir!mu.m density) requirements of the R-6-SO zone classification. All lots shall meet the minimum dimensional requirements of the R-6-SO zone class1f1cat1on or shall be as shown on the face of the approved preliminary plat, whichever is larger, except that min~r revisions to the plat which do not result in su.pstantio! changes may be approved at the discretion of the Department of Development and Environmental Services. ; All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). The applicant shall obtain documentation by the King County Fire Protection Engineer certifying compliance with the fire flow standards of Chapter 17.08 of the King County Code. Final plat approval shall req1,ire full compliance with the drainage provisions set forth in King County Code 9.04. Compliance may result in reducing the number and/or location of lots as shown on the preliminary approved plat. Preliminary review hos identified the following conditions of approval which represent portions of the drainage requiremente,. All other applicable requirements in KCC 9.04 and the Surface Water Design Manual (SWDM) must also be satisfied during engineering and final review. a. Drainage plans and analysis shall comply with the 2005 King County Surfatce Water Design Manual and applicable updates adopted by King County. DDES approval of the droinago and roadway plans is required prior to any cons ruction. b. Current standard plan notes and ESC notes, as established by DDES Engineering Review, shall be shown on the engineering plans. c. The following note shall be shown on the final recorded plat: All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings # on file with DOES and/or the King County Department of Transportation. This pion shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the final building inspection approval. For those lots that ore designated for individual lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file." 7. The drainage detention facilil:y shall be designed to meet at a minimum the Conservation Flow Control and Basic Water Quality provisions in the 2005 King County Surface Water Design Manual (KCSWDM). 8. 9. A drainage adjustment (L051'0052) is approved to combine the onsite subbasins into one post-developed detention facility. All conditions of approval for this adjustment shall be incorporated into the engineering plans. The proposed subdivision sh<lll comply with the 1993 King County Road Standards (KCRS) including the following requirements: Road A from 120th Avenue SE to Lot 37 shall be Improved to the urban one-half street standard. The remaining portion of Road A from Lot 37 to the south plat boundary shall be improved to the urban subaccess street standard. a. b. C. d. e. f. g. h. I. Road A shall include an adequate pavement radius to 120th Avenue SE on the north side; unless otherwise approved by DDES. Property owner permission and an appropriate easement ore required for this improvement, to be submitted with the engineering plans. The existing privote driveway at this location is to be abandoned, wit.n new access to Parcel 6198400300 on the new Road A. Property owner permission is required to relocate the driveway. Note that ODES hos received a letter of intent to provide permission. This subdivision shall comply with Section 1.03(D) of the KCRS. This Section requires o continuous public access prior to recording. If the proposed subdivision to the south (L04S0003) is not completed and approved by King County prior to this subdivision recording, a temporary turnaround shall be provided at or near the south end of Road A, subject to DDES approval as to location. Roads B, C, and D shall be improved to the urban subaccess street standard. The west R/W line for Hood A shall be extended north across Lot 36 and Tract C to the north line of Tract C. The east R/W line for Flood C shall be extended north across Lot 7 and 8 to the north line of Lal 7. FRONTAGE: The frontage of the site along 116th Avenue SE shall be improved to the urban minor arterial standard (33 ft. half-width pavement section). The design shall require compliance with Section 4.01 (f) of the KCRS; asphalt overlay when widening. Twelve feet of additional R/W is required to be dedicated along the 116th Ave SE frontage as required for a 42 ft total half width R/W(east side). FRONTAGE: The frontage along 120th Ave SE (west side) shall be improved at n minimum to the urban neighborhood collector standard. The design shall require compliance with Section 4.01 (f) of the KCRS; asphalt overlay when widening. Tract A shall be a minimum 26 feet wide and improved as a private access tract per Section 2.09 of the KCRS. This tract shall be owned and maintained by the lot owners served. Notes to this effect shall be shown on tf,c engi11eering plans and on the finol plat map. As an alternative to private access tract status, Tract A mc,y be improved and dedicated as a public rood sc,bjaat i.<i the KCRS. Tract C shall be a minimum 20 feet wide and improved as joint use driv~""i" per Section 3.01 of the KCRS. This tract shall be owned and maintained by the lot owners served. Notes to this effect slioii be shown on the er~9-tnearing plans and on the final plot map. A minimum 5 foot wide paved, public pedestrian w_9lkwoy shall be provided li-stween Road A and Road 8, through Tract 8. j. k. Modifications to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS. 10. All utilities within proposed rights-of-way must be included within a franchise approved by the Kiqg, County Council prior to final plat recording. 11. The applicant or subsequent owner shall comply with King County Code 14,?5, Mitigation Payment System (MPS), by paying the required MPS fee and administration fee as determined by_ the applic~bl_e fee ordinance. _The appl,ca!'t has the option to .either: (1) pay the MPS fee at final plot recording, or (2) pay the MPS fee at the t1m" of bu1ld1ng permit issuance. If the,, first option 1_s chosa~: the fee paid · shall be the. fe~ in effect at the time of plat applica\ion and a note shall be placed on the face of the plot that reads, All fees ~equireo by King County Code 14.75, M1\lgat1on Payment System (MPS), have been paid," If the second option is chosen, the fee paid shall be the amount 1n effect as of the date of building permit application. Lots within this subdivision C1re subject to King County Code 21A.43, which. imposes impact fees to fund school system improvements needed to serve new development. As a condition of fin.al approval, fifty percent (5~%) of the impact fees due for the plat shall be assessed and collected immediately prior to recording using the fee schi3dules in effect when the plot receives final approval. The balance of the assessed fee shall be allocated evenly to the dwelling 12. units in {he plot and shall be collected prior to building permit issuance. 13. There shall be no direct vehicular access to or from 116th Avenue SE from those lots which abut it. A note to this effect shall appear on the engineering plans and final plat. 14. The planter islands (if any) within. the c~l-de-sacs shall be maintained by the abutting lot owners or homeowners association. This shall be stated on \he face of the final plat. .. , •. ~;;, .. ~: 15. Prior to final plat approval and recording, the applicant shall provide a valid Transfer of Development Rights (TDR) Certificate approved by the King County Department af Natural Resources to create the three additional lots within the proposed development. The certificate must show the applicant (or successor or assign) as the lawful owner of the development rights. 16. Suitable recreation space sh,,11 be provided consistent with the requirements of KCC 21A.14.180 and KCC 21A.14.190 (i.e., sport court[s], children's play equipment, picnic table[s], b,enches, etc.). a. A detailed recreation spuce pion (i.e., area calculations, dimensions, landscape specifications, equipment specifications, etc.) shall be submitted for review and approval by DDES and K:ing County Parks prior to or concurrent with the submittal of the engineering plan. This plan must not conflict with the Significant Tree Inventory & Mitigation Plan. b. A performance bond for recreation space improvements shall be posted prior to recording of the plat. 17. A homeowners' association ar other workable or9anizotion shall be established to the satisfaction of DDES which provides for the ownership and continued maintenance of the recreation. open space and/or sensitive area tract(s). 18. Street trees shall be provided as follows (per KCRS 5.03 and KCC 21A.16.050): 19. a. Trees shall be planted ct a rate of one tree for every 40 feet of frontage along all roads. Spacing may be modified to accommodate sight distance requirements for driveways and intersections. b. c. d. e. Trees shall be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of \he 1993 King County Road Standards unless King County Department of Transportation determines that trees should not be located in the street right-of-way. ' If King County determinos that the required street trees should not be located within the right-of-way, they shall be located no more than 20 feet from the street right-of-way line. The trees shall be owned and maintained by the abutting Jot owners or the homeowners association or other workable organization unless the County has adopted a maintenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. The species of trees shull be approved by DDES if located within. the right-of-way, and shall not include poplar, cottonwood, soft maples, gum, any fruit-bearing trees, or any other tree or shrub whose roots am likely to obstruct sanitary or storm sewers, or that is not compatible with overhead utility lines. f. The applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior to engineering plan approval. g. h. i. The applicant shall contoct Metro Service Planning at 684-1622 to determine if 116th Avenue SE and/or 120th Avenue· SE are on a bus route. If 116th Avenue SE and/or 120th Avenue SE ore a bus route, the street tree pion shall also be reviewed by Metro. The street trees must_ be installed ?"d in.spect,d,. or a performance bond posted prior to recording of \he pla.t. I( a performance bond is posted, the street trees must be 1m::tolled and inspected within one year of recording of the plat. At the lime of mspectian, 1f the trees are found to be installed per the approved plan, a m(]intenonce bond must be submitted or the performance bond replaced with a maintenance bond, and held for one year, After one year, the maintenance bond may be released after ODES has completed a second inspection and determined that the trees have been kept healthy and lhriving. A landscape inspection fee shall also be submitted prior to plat recording. The inspection fee is subject to change based on the current County fees. To implement KCC 21.A.38.2:lO, Special District Overlay -significant trees, which applies to the site, a detailed tree retention pion shall be submitted with the engineering plans for the subject plat. The tree retention and engineering plans shall be consistent with the requirements of KCC. No clearing of the site is permitted until the tree retention plan is approved by DDES. Flogging and temporary fencing of trees to be retained shall be provided, consistent with KCC. The placement of impervious surfaces, fill material 1 excavation work, or the storage of construction mateduls is prohibited with the fenced areas around prest;rved trees, except as may be permitted under the provisions of KCC. A nole shall be placed on the final plat indicating that the trees shown to be retained on the tree retention plan shall be maintained by the future owners of the proposed lots, consistent with KCC 21A.38.230B6. The tree retention pion shall be included as part of the final engineering plans for the subject plat. SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS AND TREE SURVEY 3 ROAD HORIZONTAL CONTROL & KEY MAP 4-9 ROADWAY & STORM DRAINAGE PLANS 10 DETENTION POND PLAN & SECTIONS 11 ROADWAY DETAILS & NOTES 12 ROADWAY DETAILS & NOTES 13 DETENTION POND NOTES, SECTIONS & DETAILS 14 ROADWAY AND STORM DRAINAGE DETAILS & NOTES 15 T.E.S.C. & GRADING PLAN 16 T.E.S.C & GRADING NOTES & DETAILS 17 CHANNELIZATION PLAN I 18 19 20 Z!M NOTE: LANDSCAPE PLAN LANDSCAPE PLAN, DETAILS AND NOTES SIGNIFICANT TREE RETENTION PLAN Illum1na:rtol\ PIQ.n COORDINATE THE ROADWAY AND SIDEWALK IMPROVEMENTS WITH THOSE OF SHORT PLAT L04S0003. CALL 48 HOURS BEFORE YOU DIG 1 -800-424-5555 JOB NO. 1166-001-005 DWG. NAME: CV-01 DATE: 04/26/06 . ------~~------,--~-~--~--~----· -----------··--=~-----c===:-=====---===··=-===-----~---====· -· ----~--..... ---· _, AgB VICINITY MAP SE 186TH ST -·--j--.:'.Sc_E ~I ~B!!T';'H~:'ST'._l__ SE 189TH lN ~ ~ ---> if; ,,. -"" _,;:~ -, SE 190~ L~ 515 SE 192ND ST ~ N.TA ....... ... ·:-:::: ::::: '--s1rE:·· SE 196TH ST SOILS MAP AmB AgC ~I \V \CSE 1B6TH ST -----Ag-~ \ s ~ Ir----'-" '-,;:=====li==1S~•1~BBTmH!J1ST~. EvB Sk ) AgD ...._ AkF No AgB AgC \ :=.:==I - AmB /r.!'\if;!l[{f;ll AgB ~/f&ii. r ~ E'lii'!'-'.i-¥,f{s ,; -' SE 192N" ~-~ SITE .. ~~\ _ "'-\ I 0 600 1200 1800 SCALE: 1·""1000' Emergency 911 Police-Fire-Rescue NOTICE REQUIRED 2400 Contractors shall notify operators who maintain underground utility lines in the area of proposed excavation or blastlng at least two business days b t not more than ten working days prior to commencement of excavation' u demolltfon In accordance with RCW .Title 19. Names and telephone numb;;s of the operators of underground utillty llnea in this project appear belo Thes_e numbers shall also be used to serve in an emergency conditions w~s required. SOOS WATER & SEWER DISTRICT Sanitary Sewer SOOS WATER & SEWER DISTRICT Water District PUGET SOUND ENERGY Gos Company PUGET SOUND ENERGY Power Company (253) 630-9900 (253)' 630-9900 (800)-424-5555 (800).,.424·-5555 Call Before You Dig NOTES 1. The DeYeloper is requlred to notify the Building &: Lond Development Division, Development Inspection, three days prfor to the beginning of construction for a preconstructlon conference ond sp~ciflcolly request inspection before beginning: A. Installing of siltation and erosion control measures 8. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before piecing aubbase, base or paving surloc6 F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer Washington State Deportment of Transportation, before any construclion is started on any existing stole route. 3. A H~rou!ic Project Approval (HPA~ Permit must be obtained from the Washington State Deportment of Fisheries prior to any work when required. - BONDING INFORMATION Restoration Bond Amount i v 11 Yd,, txof;0t--t ! 'C'\ Performance Bond Amount $ _______ _ ., ' SITE PLAN APPROVAL ~pprovol of these plans is for construction of road and drainage 1mprover:nents, site drainage & grading and temporary 0rosion control_ 1n un1ncorporat:.d King County only. These planti do not ?uthorize any _other utility approval or improvements proposed In any State right of way. Site plan approval is void if the comrnercio/ building permit has not been obtained or renewed within two years of approval. S~bdivision pion _op?roval is void if the final plat is not recorded prior to the preliminary plot approval expiration. PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section 313 I 313 I 313 I 313 I 313 I Township I 213 I I 2131 1213 I I 213 I I 2 I 31 Range I Ol 51 I Ol 51 I Ol 51 I 0151 I Ol 51 Tax Parcel 1611191814101 1611191814101 1611191814101 1611191814101 1611191814101 Number 101018101 Io 11 Io Io I Io 11 I 21 o I Io I 1 I 41 o I 101312101 Site Location Is within the ------·-drainage shed(s) Pro Rota Share Assessment(s) are: D Required D Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rate($ ) per c.f.s. increases.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increases.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. (To be completed by Consultant) Preliminary Plot Approval/Permit Issued Date: Expiration Date: Other Related Permit Numbers Received: Ri9,ht-of-Way Use Permit Grading Bui I ding/Structural Other ---------------- Board feet of tree removal on site: Cubic yards of material hauled on/off the site: 10-25-2010 ------ Is this a erosion sensitive area site? (Yes/No): NO Note: If "yes", a Highly Sensitive Site Erosion Control Supervisor is required. See ESC plan and TIR for details. RECOMMENDED FOR APPROVAL Date n\iin~r j'l'J? t eviewer .1/1 JAJ';(/. M 4 JA« P,f. Enginee~ Super~ sor ' Traffic & Planning Engineer King County Conservation District Materials EngiRECEIVED Other APR % -'I 2005 KlNGCOUNlY LAND USc SEiN!eES APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES @ King County, Washington r ,/\(II O(e Date I f -/ \ ln~s H. sci'nders, P.E. '-iTo~~-lopment Engineer a;~ JPS HOLDING LL.C. 0. 0 .2 ~ L. m Nome <1) ...... IJ.) ti) (206)-779-3051 Phone > C C 0 ,3 8 6 _3 18124 RIVIERA PLACE SW SEATILE, WA 98166 D Ill] 0 Address and Zip Code 0. ii " L. L. " " "~ C C (I) ;: ;: :, 00~ JPS HOLDING L.L.C. Nome 18124 RIVIERA PLACE SW l!lJ D Address and Zip Code Ill A Corporation D A Partnership (206)-779-3051 Phone SEATILE, WA 98166 Ill A Corporation D A Partnership D An individual u ._ ,_ ESM CONSULTING ENGINEERS, L.L.C. ,,,o .,~--------~=~~==~ ·->. w Nome (253)-838-6113 Phone ~ ~ .~ L. L. O> j Jl 6 t5 33915 1 ST WAY SOUTH FEDERAL WAY, WA 98003 Ill] Address and Zip Code \ C, -- z w C, z 1- ..J ::, UJ :z 0 0 0 ...J • ...J (9 z -0 ...J 0 I Cl) 0.. "'j z w __J (9 w -Cl) ~f) w J LO ,q- 0 LO 0 0 0 0::: (L (fJ LO LO 00 _J _J (fJ 0::: w m :'.2: ::) z w _J LL >-f-z ::) 0 u (l) () C 0 L 0 > L L (l) (l) UJ ..0 ..0 0 E E ~ <( - ..... ~_l1WH">:'·\ ··1 ' (l) () C 0 1-w w I (/) a: w > 0 () I N LO 0 0 > LO 0 _J (1) () C 0 L ~- Sheet :?--l 1 of .2eJ I / /lli A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 N 1DRTH, RANGE 5 EAST, W.M. n 1><0 -r>, r-0 00 0 ·1 ~ "' ·. it: OVERHEAD \~Wl' :v r~ () I>< CE 2 s YLJHES IN SF r ()() ,"-' 0 COIJCR[TE PAD -,.,.0 S.E. 89TH PLA -~ -1 "'\it A_LSO HIV:; VERHEAD 0 0 I '"'~., (PRIVATE RO AD} ,, :1:f: ~1 TELEPH \A,ID CABLE ...,()' I)< f I <i:) \ -, ~ ii (TYPIOll!' r>-.V' [ 6 WOOD rJ-: , , RIM 519 17 Ci \_ e a ;;:r.; GATE :V F WE Q)V SHED Nr, l----, '-- IE 515 77 1 2: 'sl ~" :;. I~ '"-"' I "0 -, . '~""-, r-"' D BUILDI a . . -Al/EL l[ _'_'_JI/~-------___ - C 0 t, s C1I .!: • > -0 • " "' 0 ,. I W i:i -0 ---· -~ ~ e .2 .2 "-0. -:; 0 0 / -0 0 'fu "' - / rn ::, :g "-, I -,_ :, rn -w <3 ~o CN . -... __.,,, ,o N E-... " ., w /"" ---~ .. :::::: • 0 iZ it IE 515.92 12 "' en Bi :'l V FENC./ -CJ ~a" 0~~~;PF ~~~.1.s·.~-~ 629.43'EflCEf ·_ 'V ·---- Rlf,1 520.30 .1'. ( i<C ,....-,<'vooo JC • "'!!l!··· ' 11 115'" -~_.1_-8" 013" /1 .... @-~--~' , __ v @r.· C,_l!t.11 ~--~\ - E '110.88 f'/" N-S AND-~t9='l ' .. UJ \ 1... ft~ .. >-~t' ~:~2 36' . 15• u J"'. < .. -· ~ ,,J;- 6 E (o'.:J~:::IANflE~)5i~-/1\~i _r: \'._NO s OOTJNG" I I 6'. ·: 0(2)~5;~;12~6" 1o3o 36'' 18'r'/1ir/16"/1't' ~1~15" .0 1't' 14•<;})£1;8"/o '"srn~5[ srnPD ,--,, '\ \,_~ 9. 2 t' 1 ~\~2 6" 10(9'~;tJ~~ 0 :)r-~8"@~ .. 1 1:]'"' 4• * PEDEST CFWSSING' O 8''fiiiit.!11oll. -..;, \ ' ' 15 z" 0() LAKE Col "ION" ~ en <e(.,-··, so" ~ 3'" , 4~ + .-f:''. "YOUelGS -"" ' -. _ --, GATE \II 8" \ \ -> ~ ~ (''" JV RIM 520.1 D •j ---f ,;;--~ '\ ~(3)18" /(3)121._, /15" /8" ?('I( 30 STUMP ---.... ,.._iii""-"-.-J. 18" @ \.:_ o' IE 516.45 12" N ' GRAVE DRIVE : C [CRETE :107111\'I 18" 11±-ll~13" 1't'~JI:,' ~ (@~'t' 3-<ct,,r:-\ 1.:,@ N IE 517.45 12" S ~----;ARAGE PA) ~Gf-,o. /~12" c;r ct4" 48"®> ~ ~0 @ 13" ~..._00 "NO PARKING" -r:: cn I~ \ ~ 15 1't' 1't' ) ~ 418" \\'-c;; ~% 8"1 U" 8" 10.11. ' 'S 1 a;,., . 1 't'@18" ,. . 14'. ' i BR, 0 I -~ '.,,. _,,.,.,,-, HOUSE ':', '1-,1 ,f/ ?/;~I/ A,~1f~ ,,:,,,'~ -s:l:; 18" ,~vr. ,? 1z•'<i96&) -,, 4•a". , lo /Hf_ <fl "',..-b... (jJ -~ ~ ---.,; ~ ~ ...---,;; (\':::_ -';---.. ,.,., •• • ~ '?P;;,, (2)1 ~ ~'-. -~ !/I\ 4'FENCE \_ -:1i~-t{i1r?!(,~'p\ . \::;: ~,_ ,>' -.---j ~'-" I/ I W I 5 , w1RE FEercE 16" -, '" · \ ~ [1t' /1o" 11'1J" / -4· ~ RE FENc{\ -x "' \ 'lo ----I 8" /8" /6" /6" / . \ WIRE FENCE {} ,~ ~ w 1 ()' ".! ·-AROU,ID TREE i R-!~,1 52J •. 81~----ll ! U') E E GAR GE cu c l IE 519.69 12 ,I --' . N . j L NO PIPE FOU>ID ro !,OUTH 'Q'J,f I • a '-> ~ I. ~ ~ \ ~ -;--, -----..--.. ~' §? -~~ DECK\ tj tj o; ~' IE 511.~~Al2~_:~ ' "\ I i l, 1i. 1 E •./)/7 jJJo" ~ !c. "' ~ 'Yt,.16"/1f( 1~ P,ND 6" E (MID-CHAflNEL) \. ,i---iffi ~ k'~ 1 / o: ~-\\ 7,e \ xn 1----I_ C-1> i: GAT: ?' ~ J 1; .1j 10~<r~ED ~ ./ ~ j t '-eJz4"/18' I ~ : 1 __! , PORCH-% [J I GATE ~OOD FENCE ~[__ GfifE ___,..,._ ' t 'I ~ <s>l01o" 1-~ ~-~ ~· [ ·~-WI;; FE>N89"58'59"W 599.88':----,i:::::::::::.:: ___ ~-..,..;;;..._,;;;,,,.....-_ ..... ..j.-----"----.;i.·1y,-,---i-G'.-CHAJfl LINK FENCE "HO PARKING'. -o , 2-------~11 '1 :c Jl 'ADOPT A ROAD" ,n & ~ -~ _..,..--" __,. v• Rlhl 521 .63 _,,--\ °' CX) IE 518.77 12" N ·------. I 1--st IE 516.80 I Z" s \J 1-' ~ I IE 515.93 E -_I ' .I. . en ,,,,oo" /"~ ~: l~. ---- \ 0"'01 ~---~0 ~ ~ 11, b: ~ \ ,,~, eocc i (I~ ~ WIF!E FE IC _l / 1 __ ,----....,lb==_..,..·'!l__ -\ ~ --~, \ II ___r;][J • I\J,'.' "'i'i'5R"_!;;,.., 7,7"-. f\•' '00_[)_ FENCE:-, ~-'-' \_ rL I "' ·i t.. ~ '--' l LJWLILI J / ,(.}'i;i ---0> ,w f le,:,,-__ ~Al/EL Dl<IVE > , "W' j 1 ..r'' (~:-,4., 8" ~ (0. 'C·· (LS \it,s-z8" \ I • , ..._'v<'v !u; 8 5 ., -Li ~.>3k-\ 0 () N ci ~6 '-. ca:, i'.; -----:: \ __) C\JSTER 1 !"'.' ;_ J'-,.. ·,-0 ~ ;;j I ~R , --<,-/ '0508---j\ 28" '*"v o ': ;i'. / J " ASS ·,, , GRs\[L AllE'y I LANDSCAPE Ar,1.:,,/ I ~ 0)-v z : t 6 U ,--.-c,,.--, \ / I ,,~~4• ~ '01 3o ) 0, 'ai ~ "1 -·,rn ___ _! ~Eci< L. coNc /---------1 , '" 1z-L ____ _(Q_ __________ _.:._~S:r8~:::.:'5';:"5:':'•5-;:s;;-: ... f,v..,;~"'41 l--;J. 5· wooo-, ilf/ rJ _1-, 1 ~ 16"/1o" 0 )75.03' ~ / e'l'~~ENCE ·~4____t ,,,,,. -,J § 0 1.£/; ~"' tO. 1 HO "E 1/"' I l 1, P'."\ II' ~N -" ) _.., ['n"'/8" \:__J r,,..... . (0 I IJ GARAGE 1. < V ~ CO /510 '.wf. l... (al><() • ,~; r,-.. i; 1-~ 2o"J,r:~AVEL ---":) 0 ..... 0 l z i ';\0 ~ • ,'5' , -_d ~ ~000 FENCE ~ II --w--""S""{-·--............. I ,4"rl,;.\,,,(p"E-~1 _ ____,,~5-~WIRE FENCE 7 ~ / I I OLD LP. ELED Ctl!t,J -r PUMP .::::::-----, WOOD WALK . ~ METAl. SHED --------f=-WITH WOOD OECJ< . ======--=-- Af\iD WOOD RAMP LEGEND D TELEPHONE RISER G'J ELECTRIC T RANSFORMER CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 -- IZl ELECTRIC M ETER Kil GAS METER EB WATER METE R p HYDRANT ry, HOSE BIB o GUARD POST E-GUY ANCHOR -0-POWER POLE (i) SANITARY SE WER MANHOLE @ YARD DRAIN D CATCH BASIN _[]_ SIGN POST fAU D MAIL BOX ,:,-GROUND LIGHT EXISTING TREE LEGEND 1 6"0 -DECIDUOUS TREE WITH SIZE 16'' i,J) -APPLE TREE WITH SIZE 10~~ -ALDER TREE WITH SIZE 16" 8 -CHESTNUT TREE WITH SIZE 16"~ -CEDAR TREE WITH SIZE 1o. -FIR TREE WITH SIZE 1 0 ~ -COTTONWOOD TREE WITH SIZE 1~0 -HEMLOCK TREE WITH SIZE 10 ®i -TREE STUMP WITH SIZE 15• -LOCUST TREE WITH SIZE NOTE: CONTOUR INTERVAL= 2' SCALE: 1" = 50' ,im; I 50 0 50 100' HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD '83/'91, BASED ON TIES TO KING COUNTY PUBLISHED CONTROL. VERTICAL DATUM: NAVD '88, BENCH MARK -4• X4" CONCRETE MONUMENT WITH LEAD AND TACK IN CASE LOCATED AT THE INTERSECTION OF SE 192ND ST AND 116 AVE SE. ELEVATION = 514.98 FEET. KING COUNTY D.D.E.S. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUND STRUCTURES, AND ' UTILITY LOCATOR PAINT MARKS. LOCATIONS OF UNDEFIGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON, ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED, IN MANY LOCATIONS, RECORD INFORMATION WAS UNCLEAR AND THE BEST ESTIMATE IS SHOWN. ALL LOCATOR SERVICES SHOULD BE CONTRACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. Comments: " 1/ \" " 0 "' ·I I --__ t) -1~1 OVERHEAD POWP) ------ LINES IN STRCET ALSO HAVE U,[f,'e-JE,:'..['. I C GI------/ ------------~----------+------- CHAIN LINK FENCE ------0-----WOOD FENCE -----------x--.. ----WIRE FENCE -------·--JH ---· ----OVERHEAD POWER WIRES --------C -~--~ APPROXIMATE LOCATION UNDERGROUND GAS LINE -v,: APPROXIMATE LOCATION UNDERGROUND WATER LINE ----------S ------·-· APPROXIMATE LOCATION SANITARY SEWER LINE D ----·----APPROXIMATE LOCATION STORM DRAIN LINE TELEPHONE 1\i JD CAD LC ( lrPICAL) (/ r '-' cc C) ~ a: 0 . f-~ o Cl)~ w _J :J 0 zO WO >o <( ~ :r: cc I-0 om C\JI ,-(.'.) LU z ~ , " EAF CHILDREN ARE/\'' -IE 500.09 12" -IE 498.67 1 [ '-..__ IE 498.36 1 :t -:C .•g~ 85 )2" I / .~. , =>. I RIM 497. ·5 ' / IE 495.28 12" N -IE 491 85 20" W \\ IE 491.85 20" E I /1 I __ ,,. REVISIONS ~ NO_ DESCRIPTION/DATE -D.~ ",.~f" ·-----. --0 4._'1> ,.. ~ t~ ~ r '?}' .• ~ ;ll\ ~--:v /~ \~'~,$ \) ~4'AL 1,1}1\l • ""<i ~IRE$, 10--11-0U -~~:g () ~ ~ -o, " ""' -L -' I I I ~ ""'., ~ ...J "_ .... 0 .. ., " ~ -~ "" m .<: * onNo o,O ~e .s.'i: U) C a: !i C " -0 ll. ,. "' -o w ~~a CL o G • w "" @~d C C z -.3 .3 - (!J -z 0 0 w ~8 ~ C .c 0 " (!J ~ 0:, E z :, (J) "' " a<( C O' ,_ 0 -~~ >, C I-E " 0 _J OJ -~" ~~ ~ :::, 0 1/) ~ 1n ~ (J u "CJ.~ U) . C 0 ~~ -0 L ·-z > ...J CL 0 ~ Ql 0) ""CJ 0 () 0) Ql E -OJ LL C/l <I) "' ~ 3: C ·c 3: 0. " -" 3: CL ,_ 0 "''" C 'l Wo = :a .~ :i l) (L z § z I ~ I I I ~ > a:: • :) () z (/) • _J w • w w _J a:: ..J I- ~ (/'J (9 Cl (.9 z <( z w (/) -z 0 -0 _J U) I- 0 U) Cl I z 0 (/'J w (.) 0.. J c., z ..., I- (/) -X w I . ~ z :::, 0 0 ..., z ~ JOB NO.: 1 t 66-001-005 DWG. NAME: EX-01 DESIGNED BY: LGC DRAWN BY: JLL CHECKED BY: DATE: 04/26/2006 DATE OF PRINT: EX-01 ' 1-1 2 DF ~SHEETS I I l : j , I j A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 30' 0 0 ·r 30' l \ \ 619840-0062 \ \ Q'. INT'X STA. 1 o+oo.op, ROAD D f=, STA. 109+07.23, 11,6TH AVENUE S.E. + .. 0 I i/ , 519a40\0063 51 gs40-0060 ~0 . n -- ~-+ 1 (SUBACCESS) \ I I ROAD D \ / \r <(CJ<( I\ SEE SHEET RD-01 \, ...I L l. N89'48'53"W 629.43' CL~ I --\ 105'° 118' -.;.;;..;.;..;~--t.1ho+o-.1-1-.0-1.-E -12..,2·----4--5"'"·--45' -.--5""4"'"·-*-----------'-----------'- F~ 18 I L·~rq 11+0u \ ~1446~ SF ~~ 51~45SF ~) / 53J36SF ~ LEGAL DESCRIPTION: FROM TITLE REPORT: FIRST AMERICAN TITLE INSURANCE COMPANY FILE #:4261-473774, 11/1/2004 PARCEL A LOT 4 IN BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAY RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS Af PAGE(S) 74, IN KING COUNTY, WASHINGTON. PARCEL B LOT 5 IN BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON. PARCEL C THE EAST 30 FEET OF LOT 6 IN BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON. PARCEL D ----- n ) ) SCALE: 1" = 50' ~f I .r 50 25 0 50 100 ~~ -----~ 9i I l;,,ts: ?~;:~~~~ 01 ! 1Ji~·5s'59"W ~ 8:~,3 :.~:.~;· 3 ~~ (s;i·zg"Ess9·fi:47"E : m; 2 ~ 8~ LJ.!e:_ ~ I ;.~ROADMONUMENT'/9_ ~, 84200SF 0~ 14 \I~ :!~,,}(K58'07'16"E 17 ~( 20 ;':g49951 SF-g22 0 0 LOT 7 IN BLOCK 1 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 70 FEET OF THE WEST 225 FEET THEREOF; AND EXCEPT THE WEST 300 FEET OF THE REMAINDER OF SAID LOT 7. HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAO '83/'91, BASED ON TIES TO KING COUNTY PUBLISHED CONTROL. U) tu J 1 \ " 4070 SF [s:;_ o lJO ";j' 4195 SF >"4595 SF o 5)3530 SF W + I ;. 4792 SF I ~ I 105' N89'58'59"W 105' 0+-10-109' N89'58'59"W o. ~ 1 O' PROPOSED UTILITY I I' f "' 96' ()1 ~ ·.. . -+ 45' 40' 40' 40' 45' I"' --,,., 3: [45' 64' 8 & DRAINAGE EASEMENT Cl) 11 N O I 3: 3: 3: 3: ' " 1-, ' " (f) •'{' I I !,, ·.~·-'··.' S89'48'53"E Q·1 • ...J o ' ' ' -<t: -" -'~ 1 8J = 20' 15' • ? o o o I~ ~(o. ~, 'f ,,.,I.,..-47' ::;-...._ ·<i , q;\ I PARCEL D 1 A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS CREATED BY INSTRUMENT RECORDED DECEMBER 27, 1993 UNDER RECORDING NOS. 9312272113 AND 9312272116. VERTICAL DATUM: NAVO '88, BENCH MARK -4"X4" CONCRETE MONUMENT WITH LEAD AND TACK IN CASE LOCATED AT THE INTERSECTION OF SE 192ND ST AND 116 AVE SE. ELEVATION = 514.98 FEET. - - Cl) o 11 "": • 0 2 <i::0 1 ~ : ., I ? ? ? i=> g ~L~ g ? 19 //~ ·-· ~~~ !:,.;i; 1" .~0"' 0 I (lJ -a· 3838 SF ,, • " 0 • 0 " 0 " 0 IO ) 01 " -4749 Sit· ~ , • .,, .,;, i·-IQ) 96' 0::1 ' 9 g ~ 10 g ~ 11 g ~ 12 g ~ 13 (f) tu. ':' 18 a:g 1;:-''<,;~ -"''i:,\ ~+-CUL-DE-SAC PER --I. N S89'48'53"E I :, !716 SF 3599 SF 3600 SF 3599 SF 3916 sri ~ ~ 5 lil3916 SF~ / /.i ~r 1 / KCRS OWG 1-007 _] I~ ~, 39 !~.sF ,\o ,\~'--5 ;; ~J;.x 4~(00;89-1 ~i~i:;;B2o~i" 39 ' on· w /d)' ~/ 'l{ ~-+ I ~ • S89'48'53"E I 'q-,"' ~ _ ';2 ,. • 4+00 L2 ~ ROAD 8 16+00 . "°b o a 4 I c{l ti -,._ ;;, / r """ -t-C?(SUBACCESS s~ SHEET Ro-01 " :.·\'I z 1 " 4248 SF 107' TRACT TRACT 'A' TRACT 'B' TRACT ·c· TRACT 'D' TRACT . E' 0 ~+ 0 I S89'48'53"E ~ 5 , ~ _ ;... ;... ~-;... ---NI 42fJ7'SF 2Q' 0 ~ 0 0 0 ~ 27 (JO> ~o O ,:, 0 ~ 0 ~ 0 ,:, !_. I r ~ . 24 °;.. 25 °;.. 26 . ' 28 -29 . 30 31 a, -\ • 127 • S89'48'53"E O j...!? 23 a, 0 OJ O OJ O O> 0 O> 0 01 0 OJ p O j I '[ ~ m b b b b b o o o b ,1 o 20' JUu • ~ ~ 3780 SF ~ 3780 SF ~ 3780 SF ~ 3780 SF ~ 3780 SF ~ 3780 SF ~ 3780 SF ~ 3780 SF ~ 1 I &, z 6 1485 SF ~ 8 i I , '--.\ + PARCEL E LOT 7 IN BLOCK 2 OF NORTHWESTERN GARDEN TRACTS DIV. NO. 4, ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON. TRACT TABLE SIZE DESIGNATION OWNERSHIP MAINTENANCE (S.F.) RESPONSIBILITIES 3,516 ACCESS-LOTS 1 4-1 r H.O.A. H.O.A. 20,020 PARK H.O.A. H.O.A. 2,720 ACCESS-LOTS 32 & 33 LOTS 32 & 33 LOTS 32 & 33 28,816 DRAINAGE FAC./0.S. K.C. K.C. 1,485 ACCESS-LOTS 5 & 6 LOTS 5 & 6 LOTS 5 & 6 5806 ~F28' z 44J;. SF , 42' ... J2' 42' 42' --42' 42' 42· --42' 1 o5', -~:-~, I .. --------------------------------------------1 --\ N89"58'59"W 599.88' \Ii\ ~ INT'X STA. 12+97.78, ROADS B & C -v,~Jn.'r--',t---15' PROPOSED PUBLIC ., I ACCESS EASEMENT = STA. 80+83.09, TRACT E a, ii/ ~12' R/W r/0 i 1/L/ I -~ -, 0 I L_I i+ 0 -11:.. icH'X STA. 39+.36.82, ROAD A = STA. 204+59.54, 120TH AVENUE S.E. 0 0 + f'- 0 N 0 0 + "' 0 N I l -l I DEDICATION >(V ~ INT'X STA. 52+00.00, TRACT A f (I , 15' PROPOSED STORM 00 co = STA. 31 +23.53, ROAD A ~,, / li DRAIMAGE EASEMENT r::;00 ,.,_ oJbr;;. ~ ~ 1 i\ ~ II ~ 1 , 30' 0tx • L 'o Wo ,,;:, ~ VJO .J w-<( :J I ffi z 1- w + (( > <( <( (( I ~ too~ 0 ...... r-+ ,-;· l- o 0 II Cl 1\/\ / (o>-.,0) @ ; i I I )',11 r" e,ca, OFWAY ~ ---::t: 3\ --: ' I I I ~l jg r I\ -----------------~ ~IRQ'O t,R"F 7,7,; ,,. 01 _ --1. 'V ----NB9'55'5.[E;_ 630,11' W 95' ~ ::...... . . u ·n 1• 11 11 1 J£ TUU ;,.2 !,, A +--:1 JJTVV _t"(\ -.. "' I l n J;p -~e-=:::::::: 35f00 36+00 L7 3 7f00 JO· ~-vv ------' ~ ~ ~ ' ~------~ '. , .. ·.,.,,fo,.,,,i, ,, :, ····-.-~ . ,. · .. , .. '.,~_,' ,~:,;:·"'ri=c:c: _ ' ' •' cc , , , "SEE SHEET RD-02 ~~-;~,,t';;''" ,,,'t@f ,. ,. ,.,,,.,,.,.,,,,;,,,. ~-,,;r-,cc,.,cc.,c•,""'''·,·, ·,;::·, , .. ~ I - ;,: 4334 SF STA> 39+06.82 ROAD MONUMENT, TYP.~ ,I ~ 104' PER DETAIL ON KCRS DWG 5-014 ~ •. ~ t---;,N""B8"''°"'38""''""38"""""'w,---+ 1' -Ill / z :i z z z z z .c. z z z z "'o ~-•. r._ IPno± I 20 1 N o o o O O O O a O O O O ...., . . ..... S89'55'58"W :-a 35 1·si i z q lq q q q q q q q q q q TRACTD ..,t-...,. :_1 I O O _. O _. 0 _. 0 _. 0 ....,, 0 _. 0 ......,. 0 _. 0 _,. 0 _. 0 ....._ ~ 0 u, ~ IN 75.03' ~ _ 33 g 4114004,SF 1 33' 2l~ 37 ~ _ 38 6 :::j 39 6 ~ .• o 6 ~ 41 6 :::j 42 6 ~ 43 6 :::j 44 6 ~ 45 6 :::j 46 6 ~ 47 6 :::j 48 ci :::j@ ci f::i DRAINAGE FACILITY & OPEN SPACE /-~-·'_·_· !_1, I ~ N 5428 SF ,, I ~ ::j 'j I 'j 'j 'j 'j '.1 'j '} 'j 'j 'j 'j 28,816 SF ,, I LO <D OJ OJ N88'38'38"W I. 14' 19 "° < < < < < ~ < < < < < < ::'"i 1, 0/ cxi f-. N I g> ·, ' lO :, C::Ra•cc•co"w 95' 6649 SF EXISTING EASEMENTS '1 .:-I' -co 34 15 ;-;, j 5f13 SF::;; 4689 SF 4686 fF 468 SF 4682 SF 4679 SF 4677 SF 4674 SF 4672 SF 4670 SF 4668 SF 4665 SF 4663 SF I ;:::; I "' ~ ___ " __ 4708 S!::_ _,,, ~ ~ .., ': L , 248 , ot: ) 9 lj) ELECTRIC TRANSMISSION LINES WITH NECESSARY POLES, WIRES, FIXTURES, ANCHORS AND GUYS RECORDING #3728997 I 50 , 99• fl;;llFo I 4I' -~ 40' -40·1 --: o· 40' 40' 40' 40' 40' 40' L.. _40·_ .... _4 ... o;.,·.-1-... 4 ... o'_ ,_L..-._...-...., .. J::l--...,...,.. .... ;;;;i;:: .... ..=.:~...-.i:-:....,...,.,....._ .. 0;;;-....,....,.1,1zt .. I 0a: L ____________ _[_ ______ t-.....;~-...i..-----'-''--.... --:...,...i,._.:.;;;.._..._...:.::... . --_...,....,....,...,. _____ -.• -- /~-~r---..1\ N89'50'55"E 960.57' ~ ~ ~ OF PAVEMENT " OF RIGHT OF WAY ,· +~ I ~ r0 en Ji'11 ' I w w Cl) --... __ q3 ANY EASEMENT FOUND OF THE OF FACE OF THE PLAT VOLUME 47 PLATS PAGE(S) 74 00 00 t><" 00 t><o d':J l - @ INGRESS AND EGRESS, RECORDING #9312272113, #9312272115, AND #9312272116 @ SANITARY DRAINFIELD RECORDING #9312272114 (j]) AGREEMENT FOR INTERIM SERVICE(METHOD #4) RECORDING #9406301552 AND #9406301553 @ SANITARY SEWER LINE(S) ,~ND APPURTENANCES RECORDING #9406301554 @ WATERLINE(S) AND APPURTENANCES RECORD!t,G #9406301555 @ ALTERNATE SEWER SERVICE AGREEMENT RECORDING #9406301556 (V UNDERGROUND ELECTRIC TRANSMISSION AND/OR DIST/<IBUTION SYSTEM RECORDING #9407060503 @ ROAD MAINTENANCE PROVl:3JONS RECORDING #9408180236 I! ./ ' I Ii I----------- ----~-------~ ~-~_ ~--y 192ND STREET o' C/JD< ~(o ,.,_0 0 LINE TABLE LINE LENGTH BEARING L1 98.43 S89' 48'53" E L2 176.50 S0CT11'0tW L3 389.58 S89'58'59" E L4 147.50 S0CT01'01"W L5 30.00 S0CT01 '01"W L6 19.51 S4b"08' 44" E L7 769.06 N89'55'58" E LB 82,74 N01'21 '22'" E L9 133.27 N89'55'58" E L10 36.98 NOCT11'0tE L 11 15.09 N36'32'53"E NOTE: DIRECT VEHICULAR ACCESS TO OR FROM LOTS 1-6 TO 116TH AVENUE S.E. IS PROHIBITED. r::; r::; 0D< (b!;,i ,.,_O) ,.._0 0 0 CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 90.32 57.50 9CTOO"Orf C2 85.03 55.00 88'34'36" C3 14.57 19.00 43"55"19" C4 78.69 55.00 9CT 10'06" C5 12.06 19.00 36'21 '46" KING COUNTY D.D.E.S. ifd ~¥ S-3/-0t;; "'R•~•~E'l!J"'p'°'' .. in ·;;e:1,er."!-~ 17.&Z, //Wlt.5.....--1 Completion Dote I 111 II. /I //Y,/ a,$1,t,. /J.P. 5-~/ ,..()6 Senior EngiJleer / I Completion Date JAMES H. SANDERS P.E. DEVELOPMENT ENGINEER Comments: Approval Date w . U) w 0 :J 0 +.c z N 0 w N > <( I l I- 0 I C\J ,- 0 0 + -0 N 3q· - / I ---~I 0 ~ a: 2 () w ..J ..J 0 () 0 0 0 I a: 0 ro I CJ w z ~ 30' ' I " ~..,-~l\! ··==-c, "~ REVISIONS NO. DESCR!PT\ON/DATE [IY -~ l j -1 ~ •. 9.· .. ~ . "\-1::(~ ".•,"t' ' ~-. IAt~ ~• ' (/i I • ·: &~llt-I .-i .. :r • '%'• ~ "°'" ,-e; OJ;,·.Ptsri.?-':?-~ s.s'ioNX(·~-+l YIU/IX; EXPIRES 12/21/07 I -~:t:2 jt --m e .,.,_ I I I ~ "'""' .. ~-~ 0 .... ., • -~ -~"m :c ~ "NO o,O ~~e .5 .:c Cl) C c:: ii CID -o a. .. " -0 UJ G ~:P Q. u ~ci • UJ " " @b~ CC z -"'" .9 ~ - CJ -z 0 0 UJ C\I "' ~ 'ilao C CJ .c 0 • -o:i E z :, 0) o,• 0 <( C c,, -~3 ·-0 ~c I-E ~~ .J «I • s: ~ a :J 0 Vl ~ tis: u 0 Cl) . 1J -~ r--C 0 z lO ~ ·-0" > .J Q. 0 r Ql 0) "O u () "' II) E -"' u. (I) Q) "' . ~ 31; C ·c 31; . ~ •-" 31; C " ·-0 "'~ C Wo =.o .2'.: :l UQ. z 0 t; z I ~ a.. <( ~ Ci • ~ 0 z ~ • ..J • w z ..J ~ n .......J a.. (J) (9 _J (.'J 0 z ct:: w I--z 0 -0 .....I Cl) () 0 _J I Cl) ~ w z (J) 0 a.. """) N ct:: J 0 I Cl <( 0 ct:: ~ z ::::, 0 (.) Cl z sz JOB NO.: 1166-001-005 DWG. NAME: RW-01 DESIGNED BYi LGC DRAWN BY: JLL CHECKED BY: DATE: 04/26/2006 DATE OF PRINT: RW-01 ,z.l 3 OF20 SHEETS I 1 I. I . I ' . i ' ' I ' ' j I I j l I l l :l l a a .Q u 0 u S.E. 1oi_HH ST. n S.E. 192ND ST. < OF e,oa, OF WA;-1 A PORTl<JN OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 l'JOR-rH, RANGE 5 EAST, W.M. SAWCUT EXIST. PAVEMENT AT THE EXIST. FOG LINE TO LIMITS SHOWN REMOVE EXIST. MAILBOX CURB RAMP STA. 106+33.72, 27.50' RT. FOR PROPOSED 116TH AVENUE S.E. ROAD SECTION, SEE SHEET DT -·O 1 REMOVE EXIST. MAILBOX EXIST. WATER METER BOXES TO BE RELOCATED BY OTHERS STA. 108+58.56, 26.00' RT. END VERTICAL CURB & GUTIER TRANSITION 3' TO CB FROM VERTICAL CURB TO ROLLED CURB SEE DETAIL ON SHEET DT-04 > C.B. #25 SEE SHEET RD-01 S.E. i 89TH LANE (PRIVATE ROAD) RELOCATE EXIST. "ADOPT A ROAD" SIGN FROM STA. 106+6.59, 19.32 RT. TO STA. 106+19.81, 27.50 RT. V l P.' I ' I . I . ..----Tl:· I INFILTRATION SWALE, SEE DETAIL THIS SHEET 'c'=------ PHOVIOE POSITIVE DRAINAGE TO MATCH EXISTING DITCH @ 0.5% MIN. SLOPE 1 ...-r.. -+--........ ~.;_.._.~··. -;--....... -----'-"T"'-~-"l,.'~'+-fi.\'-'--'---=''"'--~-.. --~---H~--v i i I 1 \ I • I / ,.., BOTIOM OF SWALE=520.50 TOP OF SWALE=521.50 EXIST. POWER POLE TO BE RELOCATED BEHIND THE SIDEWALK BY OTHERS STA. 106+27.32, 26.00' RT. END ASPHALT TAPER BE IN-VERTl6AL-.CURB & GUTIER 'ft1:: 5 I ,.,.,.-·· / EXIST. FIRE H~:~ ASSOCl."}TED BOLLARDS TO BE RELOCf,TE'D, BEHIND THE SIDEWALK BY, OTHERS '\' ·\?//, ·--2:..~ \l//•'..:;_-'"' \ 1 ' 6' 3' -._:_ ---~STA,---10 +67.10, 42.00' RT. 3' PLUG AND CAP EXIST. GAS LINE BY OTHERS 1' MIN. TO EDGE OF PAVEMENT '----SWALE FLOW LINE NOTE: MATCH EXISTING DRAINAGE DITCH VEGETATION REMOVE 125 L.F. OF EXISTING WOOD FENCE STA. 1 06+94.39, 34. 70' RT. EXISTING HOSE BIB TO BE REMOVED BY OTHERS MATCH EXISTING PAVEMENT CROSS-SLOPE / / / /[ 4 EXISTING POWER POLE TO BE RELOCATED BEHIND THE SIDEWALK BY OfHERS I Pl~1G & CAP EXIST. ---· . -·-: I )GAS L\INE IBY OTHERS 11 I, l I J'. . I RE,.OCATE EXIST. "PEDESTRIAN :I ' /' ./ I CROSSING" SIGN FROM STA. f c-" jl .,--•:\L. ~-·· --08+73.46, 20.92 1n. To STA. . .>i I _ 108+37.07. 37.07 RT. \ "f-' , '·O·il '.._, I 3 -'\2 '(), _.,... I l \--= =-~ :.="~1··-... ---.... ,,y· -------~· / '1 ~ / ' / / / \ \ 116TH AVENUE S.E. ' I I I SEE SHEET RD-01 ROAD D WARNING!: q;_ INT'X STA. 109+07.23, 116TH AVE. S.E. = STA. 1 0+00.00, ROAD D EXISTING ROAD q;_ STRIPING I' SCALE: 1" = 20' ~ 20 10 0 20 40 CONTOUR INTERVAL= 2' HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAO '83/'91, BASED ON TIES TO KING COUNTY PUBLISHED CONTROL. VERTICAL DATUM: NAVO '88, BENCH MARK -4'' X4" CONCRETE MONUMENT WITH LEAD AND TACK IN CASE LOCATED AT THE INTERSECTION OF SE 192ND ST AND 116 AVE SE. ELEVATION = 514.98 FEET. END PAVEMENT STA. 109+54.68, 14.57' RT. ELEV.=518.58 11 o+oo ----I---'-'--------- ---r- . 1 · <30 +: __ ------{ --,_ ~ ----·-·1 ~--PROTECT EXISTING DRAINAGE DITCH I RELOCAfE EXIST. MAILBOX FROM STA. 109+36.62, 19.42 RT., TO STA. 109+36.62, 23.54 RT. EXIST. POWER POLE TO BE RELOCATED BEHIND THE SIDEWALK BY OTHERS END ROLLED CURB STA. 10+50.58', 11.00' LT. ELEV.=518.02 RELOCATE EXIST. "NO STOPPING" SIGN FROM STA. 108+99.69, 20.92 RT. TO STA. 108+64.22, 36.89 RT. NOTE: CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING (206-263-6110) AT LEAST 3 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION. CALL 48 HOURS BEFORE YOU DIG 1 -800-424-5555 KING COUNTY D.D.E.S. Comments: INFILTRATION SWALE DETAIL SCALE: 1• =5' OVERHEAD POWERLINES ALONG RIGHT SIDE OF 116TH AVENUE S.E. KING COUNlY T FIG ENGINEER ENGINEER ENGINEER • SUPERVISING I REVISIONS NO. DESCRIPTION/DATE BY ~G-~~ ...... . ;.\.'~ii:~ ~-..... "" ~-. 'i . "' ' ~. ~/,e~if,4t' . • 'e; '"%"•.1',_<: ''"" ~ ~-.91 STEil-';,•;._~ Js10H;.:("t-ll _ -Sirz/oc EXPIRES 12/21 / 07 / -"''"' ~~ -,a • --0 <O ~ -C I I I " :l"'' ~ -~ 0 ... ~ • ---"' "' "' m .c @ ,ONO '"~ ~e U) .!:: <( C a: ~ C 0 -0 a. .. 2 -o LU ~~" a. 0 * ~~ m LU ww 'O 'O WI CC z n5w 0 0 -~md ..J ..J -· (9 -z 0 0 LU ~8 ~ C (9 .r: 0 • -OJ E z :, 0) '". 0 <{ C o, -~3: --0 if C I-E ~~ _J Ill • 3: itt' " :J 0 U1 ~ 00 3: 0 u -cJ .!:!; U) ~--CO IJ') i1l QC z > ..J a. 0 ~ (ll 0) 1J 0 () (') (ll E -(') lL U) (!) "' . ~ 3: C ·c 3: • m •--" 3: CL ·-0 0>3: C Wu =:O .?: :J ua. z 0 I- (!) z I ~ z • ::5 0 z 11.. • _J w • w c., _J <( ...J z -<( Cl) (.'J 0::: (9 0 z w :;E -0::: 0 -0 _J (/) I- (/) 0 (/) ~ I Cl) w ?;j: 0... ...., s: 0 ~ <( 0 0::: ?:: z ::i 0 (.) (!) z :),:; JOB NO.: 1166-001-005 DWG. NAME: RD-04 DESIGNED BY: LGC DRAWN BY: JLL CHECKED BY: DATE: 05/12/2006 DATE OF PRINT: RD-04 Z-1 7 OF~ SHEETS C.B. /11 SEE ~HEET RD-02 INSTALL 20' CHAINLINK GATE. SEE DETAIL, SHEET DT -02. I I I • , I '-.,k --"---- • • • • • • • • • • A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. i+B -- _ --... C.B. 1128, TYPE 2-60"¢ CONTROL STRUCTURE SEE DETAIL ON SHEET DT-03 • -- I I I I I I I '°,if,/ EROSION CONTROL SEED "l ~ I REDTOP ( Agrostis alba) -~ / ,.{. ANNUAL RYE (Lolfam m'Ultij!orum) MIX FOR POND SLOPES PORTIONS PERCENT PERCENT [lY WEIQJ:II PURITY (;E!lMltJAIIQtJ 10% 92 90 40% 98 90 --------.,., --I /1 CH EWINGS FESCUE ( Festuca rubm commutata) 40% 97 80 37+06----· -~;::. -~ --ROAD A 35 +.00 t-:---/"'f1------ • • :;-\ I ' I I WHITE DUTCH CLOVER (Trifoliv.m repms) 10% 96 90 I --+r=-~-=·t=--~i-~----+- , ---___ ,>.:;: ______________ _ --~ .. ', C.B. ll1A, TYPE ,i-60"¢ STA. ·~6+ 74.97, ;13.21' RT. PROVIDE FROP-T PER KCRS DWG # 2-D25 W/ SOUD LOCKING LID OVERFLOW ELEV. = 501.75 XL-----r--c•-------' \ 33 L.F., 24"¢ S.D. \ --~------------ 12 L.F., 24"¢ S.D. '·;so "'-(SEE SHEET RD-02) // • C<.'-~---• ' /• • ------- --• --• • ' ' • • --• --~- X ' I I TI I I + I I I I I I ~ l ~\ I I I I I I (--1"' ... · -'--l STA. 203+67.12, 16.49' LT . ' 12' ACCESS TO CONTROL STRUCTURE . /i---r---------w //. • Cf) -- 1\ I • I ' I I C HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD '83/'91, BASED ON TIES TO KING COUNTY PUBLISHED CONTROL. VERTICAL DATUM: NAVD '88, BENCH MARK -4"X4" CONCRETE MONUMENT WITH LEAD AND TACK IN CASE LOCATED AT THE INTERSECTION OF SE 192ND ST AND 116 AVE SE. ELEVATION = 514.98 FEET. R/W I FENCE IDEWALK n ~ 20 10 0 20 SCALE: 1" =20' CONTOUR INTERVAL= 2' 40 . .J I I I 51 o ,---l---------1.----·-·----r ____ _ R/W ~--···-----·--·----·----------··-----·FENGE ----510 (~ I 48 1~ ............ . 49 INSTALL 7.5'X·J 2' RIP-RAP PAD, 2.5' DEEP PROPOSED CHP.IN LINK FENCE. SEE DETAIL, SHEET DT--03. NOTE: 6' BERM (1YP.) THE DETENTION POND AND WATER 'JUl>.LITY FACILITY SHALL BE VEGETATED PER TH[ REQUIREMENTS SET FORTK IN THE 2005 S.W.D.M. PG. 5-22 AND PG. 6-76, "PLANTING REQUIREMENTS." 2:1 POND SIDE SLOPE, TYP. PER GEOTECHNICAL REPORT D·E;TENTION POND ~~~A~=r Ja%j ,-frJYl STORAGE VOLUMES (CUBIC FEET) REQUIRED PROVIDED AS CONSTRUCTED DETENTION 95,963 CF 97,111 CF WATER QUALITY 26,763 CF 33,043 CF 41 u· .. 18"¢ s.o.--/ C---·---f---+---~--~----L------~1~---f------·-,---,-·----'-----f----t--1---+-I --I----+ R/W R/W FEN E --------.f-------·---·1---------~----+-------·C-----------+-----+--·---~ • 51'0 I . ·r· . ] r •• 0 ; . f ' . I I I I I I I I C\J ,... . I INSTALL 20' CHAINLINK GATE. SEE DETAIL, SHEET DT-03. I I l _Jt+ f~ INSTALL 15' WIDE I OVERFLOW SPILLWAY : PER DETAIL ON I ~~'t;;;0 ~,+: I GRADE TO DRAIN fl~iHr-, -cdNTO EXISTING DITCH ,-.Q._ \ I I \ I : / I~ ·-. . ' I '1 f ' ' I ----- I I I I 11 I MATCH EXISTING DITCH ELEVATION = 499.11 I \ u C MATCH EXISTING DITCH ELEVATION = 500.87 MATCH EXISTING DITCH ELEVATION = 500.89 490 ' - CAP END I.E. = 5 0.00, 12 L.F., S=2.25% 24"¢ S.D. EMERGENCY OVERFLOW S ILLWAY ELEVATION 5 2.42 rE !STING GROU D ---~~z---·-----··--------~-·---r----501.75 -i.........:::.....:::r-=1 ,__ __ L ___ _ 1 0-YR., 24-HIR. W.S. EL. = - +---+----------+--------- ! i I r-r:!.:.:.:~-.!TOP.()F W.Qf .. STORAGE .. E ·"".496.2.5 .. I ! I I I r---·-r---- 1 . . BOTIOM . F POND EL. 491.25 I ·-·------C.B. 1 TYPE 2-48'' ----~.Jl. lA TYPE -6(!'¢ PRO IDE 1 T.G. 5 4.78 FF<OP-T PER KC S DWG 2-0 5 ---·--··----·-··+-------+--- .. ~ _ I.E. = 4 6.26, 12::¢ W./ 'SOLID LOCKll'.lG LID I 1 I.E. 4 5.26, 24 ¢ l .G. = !104.60 i .._ __ .._ ___ ...._ ___ L~ = 494.99, 1 ¢ ELL #1 10+60 I R/W 11 +00 11 +40 SECTION A-A FENCE SCALE· 1"= 20' HORIZ. • 1"= 5' VERT. 11 +80 510 . ! ~-=Ec.cW:..::AL:::.K:........._\1--: FENCE !';!ERGEf\fCT OVERF[OW-Pl[l:WAY---·---····--.. ROD A ELEVATION 02.42 EXISTING GR UND - 500 490 510 51 0 1---•--+-------1-------' 1----l-------- 500 490 '\ ~ '15' ACCESS ROAD i -15 L.F:7;-\ / -------.. r-··----+-------11--···---f-c'5"'''B'"E""'R -------+-----F------1--·--®.,~S~-"'6.~17%.,_.__,\----6'2V-+-1---I----~-1------+-- \l I .~ .. - I 01.75 \/ \ /' ~NCE ~ -11'-----1-----1---I EU VATION 502.l~ -----~=-+----~-lEXISTING GROUND-+-------·-+1---HI-+------·------~ -I r ----.~ ------ -1------1----- ~-~n~..--~~c::;...c·:-=----------V-JL.-~~-+--~-+:-\ 1 y 100 . R., 24 HR. N.S. EL. -rl.;...-t~::::---:i·-r:::,-+1------ 41 ~.F., S= .88% ~\2 ............. . -------1--------rl ___ [ 1' SEDII EN_T_S_T-ORAG ···y sonoM·oF· ··············· .... F,,L---~-------·· r -·--~-~D---e---- 1I/ '\.l 1 · . ~~;~~·o P;ND ~~.·~ .. ~;~:;o··, ............. ··/ ~~ '-1.5' SEO MENT STORA E ~~ POND EL. = 491.25 1 CELI #2 1------+-----;--·---~--L--~--,------------1----·---·----~--.-----·---~------f-----~--- C.B. 1129 TYPE 21-5 "¢ CELI .. #1 I T.G. = 503.36 I.E. , 495.98, 1: "l'l I.E. , 495.48, 11 "¢ ____ _,1-----+---------·-··--·+-----·-----·-_____________ -----· ---···---+--·----·------· ---'~c'*'.B;,,,,. £2¥8'-..l.TY\,\;Pc\eE,,.2.,;TRsi!'Cf'c.,l!,__ ____ ~·-coNT OL STRUCTURE PER ETAIL SHEl:f DT-03 T.G. ,a 501.75 30+60 31+00 31+40 31+80 32+20 SECTION C-C SCALE . 1·= 20' HORIZ. · 1•= 5' VERT. I.E. = 496.25, 18 ¢ 32+60 33+00 33+40 500 500 490 490 --- 100-YR., 4-HR. W.S. EL. = 501. 5 -·-·--~--1--· ---+----1------··- 2 :11 49 .50 20+60 21+00 21+40 SECTION 8-B CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 500 ---490 21+80 REVISIONS :i NO. DESCRIPTION/DATE 8Y; - ~-~· .. ~ .,,_,.·~~~ l~~ ~-. " ' 11' "' •• l~L, VJ I : ~tJ; ~ ?% ~ 40111 ·'$. i•,9IST(~~'?,w, .J'sl·······~~ OHAL If/; ~ .• '-r'li EXPIRES 12/21/cn] -~$2 jt --m E .,.,_ I I I :, ~" ¢ ~ -~ 0 ¢<0 • -~~ "' .c * '"' c,,O ~e .s:; (/) C a: ~ C. -3' 0 0. ~a! ... 0 w * a. 0 • w " " ~" "l CC z -g" _g -5 - (!) - z 0 0 w "' "' ~ 'llco C (!) .c 0 • ~ OJ E z ::, 0) "'. 0 <( C o> -~~ ·-0 I-~c (\j E ~ 0 ..J ~~ :, ::;; :::J 0 (/} ~ ti~ t) 0 (/) "U -~ ~-C 0 z IO i,! ·-O C > ..J a. 0 ~ "' 0) 1J t) () "' "' E -"' u. (/) Q) "' r ?; C ·c ?; • w ~-" ?; CC ·-0 o>,: C ml Wo =.a .2: :) u n. - z f2 (!) z :r: i (J) z ' 0 () z I-• () ...J w ' w (J) ....I ~ _J .:0 (/) Ci z CJ ::s z w a.. -0 0 -_J U) z 0 0 Cl) a.. I z (/) w 0 I-a.. -:> z -:, w G:i Cl ~ z ::> 0 () \ (!) z 52 JOB NO.: 1166-001-005 DWG. NAME: PD-01 DESIGNED BY: LGC DRAWN BY: JLL CHECKED BY: DATE: 04/26/20D6 DATE OF PRINT: PD-01 ~\ 10 OF :@SHEETS ,. I 1 C i a, Ol .s • > 'O • ' "' a •. I ~ ... a, 0 'O "'$ b b :a: g / I -/ V, " ~ a. ~ "' '~ 2 " V, -w <" :g rn a CN . " fu "' E~ .:: ... R/W 4' 3' SUBACCESS PAVEMENT WIDTH 3' 12' 12' MIN. MIN. -J·1 -2% ~ ROLLED CURB. SEE __ ./,,,; DETAIL ON SHEET DT-03 '-"~ t' COMPI\CTED DEPTH ASPHALT CONCRETE t' CRUSHED SURFACE TOP COURSE ff' CRUSHED SURFACING BASE COURSE R/W 1 • ROADS B, C, D (SUBACCESS) TYPICAL ROADWAY SECTION SCALE: 1" -5' VARIES, SEE NOTE 2 24' PAV MENT W TH i._ PAVING 12' 2% % 2% ~. ROLLED CURB. SEE DETAIL ON SHEET DT -03 t' COMPACTED DEPTH ASPHALT CONCRETE t' CRUSHED 13URFACE TOP COURSE ff' CRUSHED SURFACING BASE COURSE R/W 4' t' COMPACTED DlcPTH ASPHALT CONCRETE ROAD A (SUBACCESS) STA. 30+00.00 TO STA. 31 +51.27 SCALE: 1" -5' ' HA F STRE S E NOTE 20' PAVEMENT WIDTH FUTURE PAVING B' 12' 2" CRUSHED SURFACE TOP COURSE ff' CRUSHED SURFACING BASE COURSE ROLLED CURB. SEE DETAIL ON SHEET DT-03 ROAD A (SUBACCESS 1/2 STREET) STA 32+51 27 TO STA 39+36.82 SCALE: 1" =5' R/W 2' 5" PORTLAND CEMENT CONCRETE SIDEWALK '---CATCH BASIN & STORM SEWERS (TYP.) R/W 5" PORTLAND CEMENT CONCRETE SIDEWALK "-'-'---CATCH BASIN & NOTES: STORM SEWERS (TYP.) 1. TRANSITION ROADWAY FROM CROWN SECTION TO HALF STREET SECTION FROM STA. STA. 31+51.27 TO STA. 32+51.27 2. R/W WIDTH IS 38' FROM STATION 30+00.00 TO STA. 30+14.55, TO INCLUDE 5' SIDEWALK ON BOTH SIDES R/W 5' S W 1' 5• PORTLAND CEMENT CONCRETE SIDEWALK CATCH BASIN & STORM SEWERS (TYP.) NOTE: R/W WIDTH IS 38' FROM STA. 32+47.00 TO STA. 32+77.00 R/W R/W 26' ACCESS STREET ~ I • 24' PAVEMENT WIDTH • --1·1-------i1· i.. 2" COMPACTED DEPTH ASPHALT CONCRETE 2" CRUSHED SURFACE TOP COURSE 12' 2.0% 12' 2.0% .,, s" CRUSHED SURFACING BASE COURSE PRIVATE ACCESS TRACT A SCALE: 1" =5' EX. R/W 8.5' LDSCP. 4" PORTLAND CEMENT CONCRETE SIDEWALK 30' 5' j' MIN. COMPACTED DEPTH ASPHALT CONCRETE 1-1/2'' MIN. CRUSHED SURFACE TOP COURSE 60' EX. R W ROADWAY i._ 16' WIDE LANE ADJACENT TO SITE MATCH EXIST. PAVEMENT SECTION MINIMUM PAVEMENT SECTION PER KCRS SECTION 4.01 5" MIN. CRUSHED SURFACING BASE COURSE PER KCRS SECTION 4.01 F, A 1 INCH FULL WIDTH OVERLAY SHALL BE REQUIRED. IF EXISTING ROAD SECTION DOES NOT MEET KCRS REQUIREMENTS, ALL APPROPRIATE REPAIRS TO THE EXISflNG SUBGRADE, BASE MATERIAL, SURFACING AND PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. THE OVERLAY MAY BE WAIVED ONLY UPON WRITTEN REQUEST AND AFTER AN EVALUATION OF PAVEMENT CONDITIONS AND/OR CHANNELIZATION REQUIREMENTS HAS REEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. ROADWAY '>. 120TH AVENUE S.E. • NEIGHBORHOOD COLLECTOR SCALE: 1" =5' 42' R/W EX. R/W EX. R/W ------ 60' EX. R/W 28' WIDE LANE ADJACENT TO SITE 33' EX. PAVEMENT WIDTH 12' APPROX. NEW PVM'T, -------------------/ // /;%;/, / 1· PAVEMENT OVERLAY SLOPE VARIES TO MATCH EXISHNG ·-- S/W 30' 1" PAVEMENT OVERLAY 12' R/W DEDICATION 8' LDSCP. R/W 4" PORTLAND CEMENT CONCRETE SIDEWALK EX. R/W 3: 1 SLOP£ 116TH AVENUE S.E. • MINOR ARTERIAL SCALE: 1'' =5' 4" MiN. COMPACTED DEPTH ASPHALT CONCRETE, CLASS B ff' CRUSHED SURFACING BASE COURSE PER KCRS SECTION 4.01 F, A 1 INCH FULL WIOTH OVERLAY SHALL BE REQUIRED. IF EXISTING ROAD SECTION DOES NOT MEET KCRS REQUIREMENTS, ALL APPROPRIATE REPAIRS TO THE EXISTING SUEJGRADE, BASE MATERIAL, SURFACING AND PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. THE OVERLAY MAY BE WAIVED ONLY UPON WRITTEN REQUEST AND AFfER AN EVALUATION OF PAVEMENT CONDITIONS AND/OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. . VANED GRATE DUMMY JOINT (lYP .) THROUGH-CURB INLET FRAME & GRATE ROLLED CURB INSTALLATION 15' NOT TO SCALE 1-1/2'' CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE NOTE: SUBGRADE TO BE VERIFIED BY GEOTECH OF RECORD AND BALLAST ROCK SHOULD HAVE MINIMAL FINES R/W 20' - 1' 18' a: 9' i.. I C, I[ I u. 3' 3·7 ~Pf 2% •; ' 6''J ' . " ' . t' COMPACTED DEPTH ASPHALT CONCRETE _J t' CRUSHED SURFACE TOP COURSE • 6 CRUSHED SURFACING BASE COURSE JOINT USE DRIVEWAY FOR TRACI C AND TRACI E SCALE: 1· =5' NOTES FOR TYPICAL ROADWAY SECTIONS 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE I. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR FRACTURED AGGREGATE OR INCREASED THICKNESS OF SURFACING MATERIALS, SEE SECS. 4.01 AND 4.02. 2. GRADES: MINIMUM 0.5% MAXIMUM SEE SECS. 2.03 AND 2.11. R/W '1. 0. 0 I w I I 51_0'?"-.\ "V' . NOTE SEE SEC. 2.09. 3. SEE CHAPTER 7 FOR CATCH BASIN AND STORM SEWER LOCATIONS. SEE DWG. NO.S 2-019, 2-020, KING COUNTY 0.0.E.S. AND 2-021 FOR GRATE DETAILS. 4. FOR WIDTHS OF PAVEMENT AND RIGHT-OF-WAY, SEE SECS. 2.03. 5-3/-CG Completion Date o>3f-tJ-6 . 15' POND ACCESS ROAD SECTION D·D 5. FOR CLEARANCE OF UTILITY POLES SEE SEC. 8.02G AND DWG. NO. 5-001. 6. SEE SEC. 5.02 FOR SIDE SLOPE REQUIREMENTS. Completion Dote ,, ul11vfov trr1rru17t..fsE~o1?""'---I Ap1fovli Dote ~ NOT TO SCALE ..__ Comments: •• !::: ~tl _____________________________________________________________________________________ , ____________________________________________________________________ d • 0 [;: a: REVISIONS ..,._,.._~ NO. DESCRIPTION/DATE m·, ~ • a • ~.9.-.. ~ f. ~i:~ . ~"" ~·. ) 'a;~ .e1/ . : ~·-~ -40111 ·~ °"IJ•.91 ST'€.¢:?·~~ I Ss;·······t,~ ~N~L-o/~J<11, I EXPIRES 12/21/d/ I -~::J:g ' jt --~ ~ .,.,_ I I , a "'~ .. -.., -" 0 "' .. "' • -~ "' .c i * ~~ "'e .!:: 4-'. Cl) C a: ~ C 0 -0 0. 3' :, -o w (L 0 • ~ il a ~ I w 'OU ! ~~d CC z -_'3 .3 - ('.) -z 0 0 w "' C') -'lloo C .c 0 • ('.) -IX) E z ::, Ol .,.. 0 <( C O> ·-0 -~:j; AC f-E • 0 JO • ~::, ...J :j; fu' a ::J 0 "' t, 1ii ~ u -0 .!., Cl) . C 0 ~--0 C z Ill ~ ·s; ..J (L 0 ~ (I) a, "O u () CO ID E -"' u. (/) (I) O> 3: C I ~ 'C 3: . ~ o.:t 3: C C ·-0 0>3; C • w.~ I ='n i .~ :, (.) Cl ' z I 1 01 t-. 1 (.!) I J z. '" ', j I ,, (J) ' ,'( 3' I. ' • 0 z (/) • w _J I- • w 0 _J z ~ ......J ~ CJ) C) (9 ~ z w :<( -t;j· 0 --0 _J Cf) 0 ~ Cf) I 3:: w 0 CJ) <( a.. J ~I J ' I -· -, I ~ z ::> 0 () (.!) z :,.: JOB NO.: 1166-001-005 DWG. NAME: DT-01 DESIGNED BY: LGC DRAWN BY: JLL CHECKED BY, . DATE: 04/26/2006 DATE OF PRINT, DT-01 -i.' 1 1 OF~ SHEETSJ / NOTES: 1. RAMP AND APPROACHE:S HAVE MINIMUM 32 IN. CLEARANCE FROM OBSTACLES INCL HYDRANTS, POLES, AND INLETS. @ RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE DETNL BELOW.) 4'MIN. ~ LANDING@ I E FIG. 3-009) z :,; l_l ''i Ii. ~-RAMP@ TEXTURE ~w ::E g, I --' 1 IN(/) 1' 1' 6' FLUSH-I I 12:1 '" ·•, • c 1 O' 4' MIN. 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CUHB RETURNS UNLESS m:.··n'.,·-:,:,y::fi ·""'°'< ;-,,,,.,,., ........ . IW)E BREAK & 3/!f. EXSPANSION JOINT 5" THICK CEMENT CONCRETE SIDEWALK OTHERWISE APPROVED BY THE COUNTY ROAD SECTION-ROLLICD CURB ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG .. 3-006. 2 35" I • ,..J @ LANDING SHALL BE MINIMUM 4 X 4'. (REFER TO FIG. 3-008.) 6. RAMPS SHALL BE CONTRASTING COLOR OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED 0.9" -1 ~ SECTION PART OF THE RAMP. 2 35" I . --1 _. ··. / "· / I '~ ®·[LL '@ @f'~ ~ /'\.,',/N 0 ;g< ~ t; "' ,V:!:J \.51, ~ @ ® ' 1S / '. ~ 1~ 0.9" SQUARE PATTERN DIAGONAL ALIGNMENT NOTES: SQUARE PATTERN PARALLEL ALIGNMENT TRIANGULAR PATTERN PLAN TRUNCATED DOMES CURB RAMP NOT TO SCALE SECTION A-A MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. @ RI\MP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-007.) CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER NOT TO SCALE 1(• ""'1:-CURB RADIUS @ CURB RADIUS ------ CROSSWALK MARKINGS --- OS-~~ ~ni,,~ =i NOTE: _J (Jl I I I I I I I I G) RAMPS SHALL UE CONTRASTING COLOR OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED PART OF TclE W.MP. 2. CONSTRUCT RAMPS IN ACCORDANCE WITH FIG. 3-007. @ LANDING SHALL BE A MINIMUM 4' X 4'. CURB RAMP WITHIN RADIUS NOT TO SCALE .. I \ \ ' ' I \ I I I \ i \ < ' \ ; \ \ \, I I . I ' \ 1. \ KING COUNTY D.D.E.S. =""~~~~~-1Eh3r ~o~ Completion Doti, ~ ~°?/--t',6 Completion Dohi /##~Dv p r (11 Dot~ Comments: --~I REVISIONS NO. DESCRIPTION/DATE BY . •• 9.-•• ~ ··~~ <j ~ii:1n~ ~-~ ~ ~\ .. . ,,,; . 11' e,.~4-1 I ' ~·. ~ 4011 t //:J ~ •• QI sn:11-<i..?.·~ '.ls10Ni."t: ··t~~ r=~~~'t/J-7/IX, EXPIRES 12/21/<J7 [ (!J Z 0 0 w ~8 ,n .c 0 V _a, z :, OJ 0 <( -~3: I-"' . ...J 3: ~ :::J 1ii 3: E 0 () CJ) z 0 0 ----· • 0 • ....J • ....J ft U) C) z -0 • ...J 0 I (J) CL J .?: () f (/) Q) 3: 3: 3: z UJ _J (9 UJ -U) U) UJ J E a ] .c "'e .!:: -{ C C. 0 a. -o a. u • " " CC .3 -3 "' C ·c •• •-"' C '- ·-0 0,3: C w .~ ~ .!l ·-a 0 (L z § z I IJ) ~ en w b z ~ en ....I ~ 0 ~ ~ 0 ~ n::: ~ ::> 0 u (!) z ::.: JOB NO.: 1166-001-005 DWG. NAME: DT-02 DESIGNED BY: LGC DRAWW BY, JLL CHECKED BY: DATE: 04/26/2006 DATE OF PRINT: DT-02 "'? I 1 2 OF ~ SHEETS I !~ 0 • 0 8 1 . 2. 3. 4. 5. 6. 7. 8. 9. DRAINAGE NOTES PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO ODES PRIOR TO THE CONSTRUCllON OF THE DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSTt<UCTION MEETING. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BmER INSIDE AND OUTSIDE. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS, ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY', EXCEPT THAT PRIVATE DRAINAGE SYSTEMS SHALL NOT HAVE THE WORDS "PROPERTY OF KING COUNTY". ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE KCRS. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4" -ff' 140%-70% PASSING; 'i' - 4" ROCK/30% 40%0 PASSING; "AND 2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. • STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2"X 4" STAKE MARKED "STORM" OR "DRAIN. THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C) PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E) THE APPLICANT/CONTRACTOR IS RESPONSULE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINCS WITH RESPECT TO THE UTILITIES (E G. POWER, GAS, TELEPHONE, TELEVISION). F) ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 10. SEASONAL CLEARING IS LIMITED BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 11. IMPROVEMENTS AND/OR BUILDINGS SHALL NOT BE INSTALLED UNTIL DRAINAGE FACILITIES ARE "IN OPERATION", (KCC 9.04). 12. STORM DRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: A) PVC PIPE SHALL CONFORM TO ASTM D 3034-73 SOR 35 FOR 4' THRU 15" DIAMETER PVC PIPE, AND SHALL CONFORM TO ASTM F 679 FOR 18" THRU 27" DIAMETER PVC PIPE, WITH JOINTS AND GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. PVC PIPE SHALL HAVE SMOOTH INTERIOR. B) POLYETHYLENE SMOOTH WALL PIPE PER ADVANCED DRAINAGE SYSTEMS (ADS) N-12 CONSTRUCTED PER THE STANDARD SPECIFICATIONS 7-04. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1. 2. GENERAL NOTES ALL DESIGN AND (;QNSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, THE KING. COUNTY CODE (KCC), ROAD STANDARDS (KCRS), WASHINGTON STATE DOT (WSDOT) STANDARD SPECIFICATIONS AND THE CONDITIONS OF PRELIMINARY APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. " THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE ODES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DDES'S LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND 10 A.M. TO 5 P.M. ON SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITIEN DECISION BY THE REVIEWING AGENCY. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK, EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAr MEET ALL REQUIREMENTS OF KCRS CHAPTER B ARE SUBMITIED TO THE DDES'S LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY ODES. DEWATERING SYSTEM (UNDERDRAIN) CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL UNDERDRAJN SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. OPEN CUTIJNG OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM WORK JS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, 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 CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL APPLY. WORK IN RIGHT-OF-WAY IS NOT AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY KING COUNTY. STRUCTURAL NOTES THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS 3. BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY ODES PRIOR TO CONSTRUCTION (KCB. 16 04-16.70, 14.20). ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN COUNTY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS. ROCKERIES OUTSIDE OF ROAD RIGHT-F-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 1'-6" MIN. -. . · ... 4" -•. . . .· . . . ... •. . ,- ---~-----~~---- ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE DWG. NOS. 2-022 & 2-023. 3/4" THICK x 4" 0.C., 4" MAX. SPACING.--~ x 7'-1 O'' L.F. VERTICAL BARS CORROSION RESISTANT, STEEL PARTS GALVANIZED. (25 BARS EVENLY SPACED, SEE NOTE 1) I, - C•DER OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS REMOVABLE tr' DIAMETER ELBOW WITH WATER TIGHT GASKET. SEE DEfAIL ON : -'. ~-, -: .. ·•.· ... · .. ·,·.·:~ ·.;· n:n-:'--'-';.;.;..'-'l....;......;;.lf--....,1,,,;,.-'"T""'' +-ELEV. = <, 503.07 Hf~ S.D. >'------'FRQ.! PO:;_N:_::_D-t~~ ,.1.:.c.R.s. DWG 2-027. t-\ORIFICE DIA.=2.73", I.E.=500.60' o PIPE SUPPORT(S); 3" X .09o" ---~ REMOVABLE tr' DIAMETER ELBOW WITH WATER TIGHT GASKET. SEE DETAIL ON K.C.R.S. DWG 2-027 MAX. w.s. 0.,c{ ORIFICE DJA.=2.55", I.E.=499.50' .• -. 501.20 PIPE SUPPORT(S); 3" X .09o" ----t,=.-k~=~~ 21"~ STANDPIPE ---.._ INVERT ELEVATION __ ./ SEE TABLE BELOW PIPE SUPPORT(S): 3" X .09o" 1' SECTION OF PIPE ATIACHED BY GASKETED BAND TO ALLOW REMOVAL RESTRICTOR PLATE WITH ORIFICE ---' ol'i ORIFICE DIA.= 1.55", 1.E.=494.25' 2'-:S' MIN. 18" OUTLET PIPE -.. --z :,a ----------b b ---' "' --z ::e b I . . 60"¢ ----~~----"' ...... _~ . . ·, . ....... - .. ·-.. ' . -"· . :~ . ~-.. ·-.. _... . .. _ .. . ... •.... ·• INLET PIPE OUTLET PIPE • ... .. -. ,. 1 ELEV. = '(01.75 1 ,1 1 .• 4 / -'.Y z. . } ,(J s ·.;,. CLEANOUT GATE; SHEAR -' 1!l" INLET PIPE GATE. SMOOTH-~ VERTICAL BARS frl'I-',.,-, •. -· '- INVERT ELEV. SEE TABLE BELOW -' . HANDHOLDS, STEPS OR _/ LADDER, SEE K.C.R.S. DWG 2-006. SEE NOTE HOOi( CLAMP • · . . 8. FRAME & COVE~___--, ANCI IORED TO ELEV. ~-/' r '--'-'I.·· RISER l, c,,J. .-,to L fJ\,._,. ,<1.17 ,Ji-C.B. RIS <r,rt•~n,,tl'l-ov~!vi!,fN-r') ~1:,J 1><1,1.., HOOKCiW.tP DErAIL ;,.rvt O Jc'.. q, t-/r NOTTO SCALE '7·/f-Ot, . . . • .73" STANDPIPE C.B. NO. DIA. DIA. DIA. INVERT IN INVERT OUT RIM ELEV. ORIFICE EL. ORIFICE EL. OVERFLOW 28 60" HJ" 18" 496.25(18") 496.25(18") 504.5 494.25 499.50 500.60 501.75 CB#28 I I HOOK cJPs (2) PLACo EVENLY SrCED SEE DETA BELOW ORIFICE #2 DIA. = 2.55" ORIFICE #3 I DIA. = 2. 73• ORIFICE #1 DIA. = 1.55" PLAN VIEW 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINl:D INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATCIR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/fJ' DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 'J!' IN WALL . 5. THE RESTRJCTOR/SEPARATOR SHALL BE FAEIRJCTED FROM .06(1" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .o,,4" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN f5' MIN. DIAM. 8. FRAME AND LADDER OR STEPS OFFSET SO THAT; EMERGENCY OVERFLOW FLOW RESTRICTOR/OIL POLLUTION CONTROL DEVICE pJ,c.r{ \, r~ ~~ wf( ;,v~JU-J ~ ~ ft <;~fs vwt ~ \ A. CLEANOUT GATE JS VISIBLE FROM TOI". 8. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1 / 4". \ \ \ \ \ I 13" _J 6"\ I I SCALE: 1" =2' CENTER OF STRUCTURE ~((~~~ ' I ' ~~uu-----~ 2J //;( ~ I "-:, ~ -~ --I .;J I I I I I I 10. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 11. ORIFICE MUST BE INSPECTED PRIOR TO INSTALLATION VARIES I[_ 6\f~~v1~o GRATE JifilBY9J1/RI';,~ i,X~JJW,, 2,~13~;1ii9,~Qi&~l{~§~ (SEE TABLE AT RIGHT) ~ Ji I I I I ' , I I PAVING I ' . SIDEWALK OR-, LANDSCAPING '· • ·' .4 ,;, .• : ....J---"--ADJUSTMENT SECTION .----.~~-,.,.-'-,-------(LEVELING BRICKS OR -• •. , ••• • :. :;,. GRADE RINGS OPTIONAL). -----: :. :I .. -~ . • ... , ' ... • - NOTE: ct OF STRUCTURE --- .. .. ' -·.-· i----STORM DRAIN STRUCTURE PER PLAN CONTRACTOR TO VERIFY TABULATED DIMENSIONS WITH SUPPLIER PRIOR TO CONSTRUCTION. IF DIMENSIONS VARY FROM THOSE GIVEN, CONTRACTOR TO ADJUST STRUCTUHE OFFSETS TO COMPENSATE. ct STRUCTURE TO FLOW LINE TYPE 1 0.78' TYPE 1 0.46' THRU CURB TYPE 2-4ff'¢ 1.78' TYPE 2-48"¢ 1.46' THRU CURB TYPE 2-54'¢ 2.03' TYPE 2-54"¢ 1 .71' THRU CURB TYPE 2-60"¢ 2.28' TYPE 2-60"¢ 1.96' THRU CURB TYPE 2-72"¢ 2.78' TYPE 2-72"</J 2.46' THRU CURB TYPE 2-84"</J 3.28' TYPE 2-84"¢ 2.96' THRU CURB TYPE 2-96''¢ 3.78' TYPE 2-96"</J 3.46' THRU CURB CATCH BASIN CURB OFFSET DETAIL SCALE: 1" = 2' ct STRUCTURE TO FLOW LINE 0.22' N/A 0.61' N/A 0.86' N/A 1 .11 ' N/A 1.61' N/A 2.11' N/A 2.61' N/A C.B. #29 TYPE 2-54"0 <)FFSET DETAIL TOP HINGE ( 180' SWING) X X X '>, X X X X );sX>,, X X X X X X X X > X . , X X X X X X X XX X X XX X ~", X y )( ),( ;:::; ):xx,x X X )()( )() 'ltx x )( X X )()ex ) xxx X A ' X X a l : . •. w-31811:~ : : 1~1 11 .. _:. a ;c;;ri . . :. - 111u ..... ··IT II -I 11 II<- II 181 SCALE: 1" =2' 20' I ~ -I X XX X X X X X X X X X XX V w > X X ~ '>< > "> x" I ,xxxx Yxx w X X X X X X > C > XX X V X x X X X x X V X )(...-:: -AX )('x l~~I~ -. II • I 11~1 -11 11 18~-I :: :::f<'-'5f.;1~ 1 'i' ROUND SECTION ----, --.:.. ::_ 1 '..'.:fTz'1 PIPE ~ :: _ ., .1<1 c! --• · 1· CONC. CLASS C -I :: ~:. - BOTTOM HINGE NOTES·. 1. FENCLAE AND GATE SHALL BE CONSTRUCTED _1 ~~- ( 180" SWING) OF B CK VINYL COATED MATERIAL. 2. MINIMUM POST LENGTH: 12" ROUND SECTION TYPE 1 8'-ff' CONG. CLASS C 3. A CONTINUOUS TENSIONER WIRE SHALL BE 3'-TYPE PROVIDED ON THE BOTTOM TO PREVENT THE FENCE FROM LIFflNG. 4. PROVIDE "NO TRESPASSING" SIGNS AT 50' INTERVALS ON THE CHAIN LINK FENCE. STANDARD PLAN L-3 FENCE AND GATE DETAIL NOT TO SCALE TOP OF C.B. I i I I ' I I ' ' I ...._ l.--...._ ,__ -.__ I I !~J6~~-~'n 0 ---[~ 20" X 24" i • 1()" X 12" .. I ,.,_ 1 1/2" '- GRATE co 'N' '-~+ 1 HJ" \ X 2 I LOCKING DOME GRAT( DETAIL @OLYMPIC FOUNDRY OR EQUAL NOT TO SCALE ~·'-\\ KING COUNTY 0.0 .. E.S. 5-3(-0G Completion Dole ~F:,1-a: Comple ion Dote I,, 0 /.I Appr val Date JA DEVELOPMENT Comments: \ ' --,--REVISIONS ···-·-· NO. DESCRIPTION/DATE BY ~· ---- - -- ·-·---·· - - ---- .,_ ........ ~ ~~-~· .. sic,.~ I .-~~,~~i -' ~-~'T-"'o. • • .J'" l '(,/[, ., ; . " •, \, '· i) :,., I, A -: t)'.?J.tJ~:(l -. -.: /1 ~ 11· ~ '°"' ·t."' r , ~·,l:1sn:\f,?,;~~ ! .... , .... •" 'i."' , l ~t:~%;;: /% j EXPIR~ 12/21!.!:'.~d I I ---),111d,>.lll!1llj -~:t" I () ~ ::~:. . ' " . ,,. , I ~LO V .,., -l ,..,-.. 'J IOV!O Q) -----•' ~"m ·c * ""'o 01 E ~~e (/) 5; <t; a: l, C ., -" (l_ " " -0 UJ ~::l'l ,1 u * w UJ Wu> u -0 " -.:: c.: z @@d 0 U -.~J _J - CJ --z 0 0 UJ l't 8 " C I I I I .J: 0 • CJ ~ <O E z :, "' o,• 0 <( C rn ·-0 -~~ ~ r. I-E t .!'2 ....J cu -.., ~~ 0 :J 0 VJ -· 00~ u u ·o • (/) . cu ~--z LI) ~ ·-Q L > _J a_ 0 ~ <lJ ·- "' 'O () 0 (') (D r· --01 LL ,. ~. n (l); " ' ' ~ C ' -~ ·1. ' I ./. ·,, .._.. -,-. \ -' ·~ j • ~1 0 7 _.J • ~ ....I "'-• LU ....I r:S I ~ ....I l.i.J (f) (.9 r~ _, (!) ·<f. ·z:_ .. z UJ ~ -[l:'. 0 -Cl ....I U) 'le:" 0 .i:! Ci) 0:: I () r·-LU (/) (f) a.. "j 0 ~· J I ~ 3: C.l <C 0 0.:: ~ z :J 0 0 (!) z 2 JOB NO.: 1116-001-005 - DWG. NAME: DT-03 DESIGNED BY LGC I , __ DRAWN ,BY: :• -JLL I CHECl<'.ED BY,/ DATE. Jos/02/2006 DATE OF PRINT: •.. \ {), I u 01·-03 I, ?-I 13 OF~ SHEETS I \ C ~ 0 a, 0, .s: • > " . .; "' 0 .. I ,fi' >- 0 " '"'JJ --0 0 0.. a: ..; 5 -g {; w / w" 1'l a. 'N 'o " .. WN w <8 ~o C N . " /w WN E--._ ~v ,,·· / a; " ' NOTE: NOTE: 1. 6.5' SUBGRADE TO BE VERIFIED BY GEOTECH OF RECORD I CEMENT CONCRETE CURB & GUTTER, SEE DWG. NO. 3-002 1.0' . . . . . . . MATCH EXISTING CROSS-SECTION 2. FOR INFORMATION ONLY -SUBJECT TO WSDOT APPROVAL. SIDEWALK SECTION NOT TO SCALE EXPANSION JOINT I . 1 '-6" * NOTE: TOP OF LIP AT DRIVEWAYS. 0.02 FT./FT, 'b I CEMENT CONCRETE SIDEWALK FOR INFORMATION ONLY -SUBJECT TO WSDOT APPROVAL CEMENT CONCRETE CURB & GUTTER NOT TO SCALE <f. CURB EXPANSION JOINT 1 o· 'i' 3 1/2" l~'co, 1 C 0.02 FT./FT. -~-r I ---;::-., 2 0 ro,...,. 0,-2--,-FT~. /:...FTc-c-. ,.,........:.."';,1--1--..,..._,/ s'°I ... _·:. : .. :·· -._ ... , _·; ··; ... . L .. ,_ ...... · .· .... , -• . 12" 2'·-o" ...... :. • •.11·.•---.i,,_-•. -~- • : ··"· • NOTES: 1. 2. 3. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF FILL & WALKWAY BEHIND CURB IF REQUIRED. 'b I CEMENT CONCRETE SIDEWALK OPTIONAL FOR INTEGRAL POUR CEMENT CONCRETE ROLLED CURB NOT TO SCALE 2.5' .JL------=-----,r r-BACK EDGE OF 2" FRAME EVEN WITH BACK OF CURB SEE U.C.R.S. DWG. NO. 2-019 AND 2-020 FOR DETAILED ROLLED CURB FRAME & GRATE INFORMATION. . . .. ' .... .... 'lo 15"x 22" OPENING ROLLED CURB INLET NOT TO SCALE Storm water Storage Pond 4B" , This pond is in our care Runoff is stored and slowly released from this pond. This helps prevent downstream flooding ond erosion and helps improve waler quality on its way to Puget Sound. For more information or to report littering, vandalism and other prob!,erns, coll: Department of Noturol Resources Facilities Maintenance: (206) 296-8100 -1 1/2" 24" ® ~ Pond Name and Number l..::::;::=================:::::,::.--1·- 3'-6" (TYP.) ; ;,, -~ ,; ·-.. < . " " SPECIFICATIONS SIZE: MATERIAL: FACE: LffiERING: COLORS: TYPE FACE: POSTS: INSTALLATION: PLACEMENT: 48" BY 24" . 125 GAUGE ALUMINUM NON-REFLECTIVE VINYL OR 3 COATS OUTDOOR ENAMEL (SPRAYED). SIX SCREEN ENAMEL WHERE POSSIBLE, OR VINYL LETTERS. BEIGE BACKGROUND, TEAL LffiERS. HELVETICA CONDENSED. TITLE: 3"; SUB TITLE: 1 1/2"/· TEXT: 1"; OUTER BORDER: 1/B"; BORDER DISTANCE FROM EDGE: 1/4"; ALL TEXT 1 5 B" FROM BORDER. PRESSURE TREATED, BEVELED TOPS, 1 1/2" HIGHER THAN SIGN. SECURE TO CHAIN LINK FENCE IF AVAILAULE. OTHERWISE INSTALL ON lWO 4" X 4" POSTS, PRESSURE TREATED. MOUNTED ATOP GRAVEL BED, INSTALLED IN 2"-ff CONCRETE FILLED POST HOLES (B" MIN. DIA.). TOP OF SIGN NO HIGHER THAN 3'-ff FROM SURrACE OF GROUND. FACE SIGN IN DIRECTION OF PRIMARY VISUAL OR PHYSICAL ACCESS. PLACE AT LEAST 6' FROM PERIMETER OF SITE. DO NOT BLOCK ANY ACCESS ROAD. DO NOT PLACE WITHIN 6' OF STRUCTURAL FACILITIES, E.G. MANHOLES, BIRD CAGES, ETC. PERMANENT SURFACE WATER COI\ITROL P(~'\JD SIGN -~-· NOT TO SCALE 15' EMERGENCY OVERFLOW WATER SURFACE = 502.77 3 MIN. EL.=503.07 1-11-+--TTI'= --U,11=11 -s, --__:_IIEIIEI 1' ROCK OVERFLOW WATER SURFACE = SEE NOTE BELOW EMERGENCY OVERFLOW l ws = 502.77 - OVERFLOW WS = 502.42 J ----'---"'"------ DESIGN WS = 501.75 J ! NOTE: ROCK LINING AS FOLLOWS: MAXIMUM STONE SIZE = 12" MEDIAN STONE SIZE = 8" MINIMUM STONE SIZE = 2" OVERFLOW SPILLWAY DETAIL NOT TO SCALE ff,t, CAP FLUSH WITH GRADE EXISTING OR PROPOSED GRADE 1'!=-----6",t, S.D. TO SURFACE ff¢ 45' WYE LENGTH AS REQUIRED 6"0 S.D.-- VERIFY SLOPE WITH PLANS AND INVERTS ,-..,",._ ____ f,',t, S.D. LENGTH AS REQ'D. NOTE: CLEANOUT MUST BE DETECTABLE BOTH ABOVE AND BELOW FINISH GRADE 6"0 (S.D.} CLEANOUT NOT TO SCALE 502.42 RECYCLED PLASTIC --~ OR TIMBER 1 1" CHAMFER 4 SIDES B" X8" X4'-o" 1/B" MIN. THICKNESS GALVANIZED STEEL OR ALUMINUM. INTERIOR SIDE DIMENSIONS 1 / 4" GREATER THAN POST DIMENSIONS 1/2" GALVANIZED EYE BOLT W/WASHER AND NUT. RECESS NUT AND PEEN BOLT THREADS. I ~-500# MIN. TEST GALVANIZED CHAIN ANCHORED IN CONCRETE 4• I!) I ' H NOTES: REMOVABLE BOLLARD £1.Afl 3"<1J MIN. DRAIN PIPE 'io I N 1. RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA CCA ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9__'.09,3 ' (4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5• OF TIMBER SHALL BE PAINTED WHITE. t . REMOVABLE BOLLARD SECTION A-A ANCHOR WITH f5' X 3/B" DIAM. STEEL ROD 2. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. 3. NUJS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 3000. 6. SEE SEC. 5.08. 7. MIN. 50" SPACING ON TRAILS LESS THAN 10' WIDE. 60" SPACING ON TRAILS 1 O' OR WIDER. REMOVABLE BOLLARDS NOTE: 1. SEE SEC. 5.04. KCflS. 2. INSTALLATION OF N.D.C.B.U. INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY THE U.S. POSTAL SERVICE. NOT TO SCALE ' 1'-4" ,I I' 2·-r MAX. J MIN. 5'-0" CLEAR WIDTH r I ' I L ___ J I I f-----j I I r---1 I MOUNT ON PEDESTAL PROVIDED G STRIP PLANTIN 0 TO VA RIABLE ' . WIDTH \ WITH N.D.C.B.U. UNIT. 12" ' " .,----ANCHOR BOLT PATTFRN 1 , 1. .. /' PER N.D.C.B.U. f'f:Dt:STAL 1/ TEMPLATE . / . . . . .. . . . . . . . . •..• I . . . . ,. · +----SEE NOTE N0.2 ' . ·-~-~-. .•· . . ' J 1 6' J ' " FRONT VIEW .. . . . . . ...,__: . .. . . .. NEIGHBORHOOD MAILBOX 16-UNIT NOT TO SCALE .. . . NOTE; SEE K.C.R.S. DWG NO. 5-010 REFLECTING CURB DETAIL FOR MAILBOX LOCATIONS ~ 3{f5' X FULL DEPTH I/ E PANSION JOINT V / SIDEWALK . . . '" . . . . . . ... -~-. . ·-· ·1 • ·-<· . ' . . . . . . . ... . .. • .. . .• .. .. . . ... ~ . SEE NOTE .. . ... N0.2 .. . . . .· .. . . . . . · . ... . . . . . . J 1 6' J ' ' SIDE VIEW [ PROPOSED SIDEWALK EASEMENT 1' VARIES 2'-rJ' 1 o•-o" ,-----~--f~------ 1 z I ::a: I b MAILBOX UNIT I SIDEWALK :-:::.._~ .J..,,o SIDEWALK ROLLED CURB ROLLED CURB NEIGHBORHOOD MAILBOX SIDEWALK MOUNTING LOCATION NOT TO SCALE KING COUNTY D.D.E.S. 'b I o:::2~~~-¥1~--I S-'3 /-t:. IQ Compl.;tion Dote G: ~ "7/--·--t¥ -Compldion Dote 0 Comments: R EVJ SI ON s··"'"'"".,~ NO. DE:SCRIPliON/~J:;~:~J fJ',:,~ 1-+--~1 t--1----------· ~t U) • a: - lll * w z (!J z w (!J z I- ..J ::J U) z 0 (.) • () • ....J ' ....J -0 ....J 0 0 "' "' 'lie 0 .c 0 -a, :, a, 0 <( ~3: "' . > :,. ,. "' 1ii $ ~-· LI) ~ ,... r.tJ O) ·u "' w C"J L'.. ., 0 I U) 0.. -, ~;: ~ --m "'<O -I I I ., "' ... ~-~ ., ... <O ~ ~JJl li "' ~ ~ci ci m~l,j gd E 0 u > z w ~ ~ µ u • .t! .c QI~ £·( C C. 0 a. -o Cl. u 00 "·o CC 0 " __J _, µ C • E "'" C O> ·-0 >, i:: ,() ,-. i: :i 0 (J) t ·u • c·o 0 L .• J<l- -,:I'. t~ 0 ' I I ·-· w (.'.) <( ? w~ ...... 0 U) (/) Ll..l -, 0 z <( ~ ;: $2 0 a:: ~ :J -... -0 (.) (!) z :,c JOB NO.: 1166-001-005 DWG. -f'IAM E. DT-04 DESIGNED BY: LGC DRAWN BY: JLL ----! . CHECl(ED Ef(: .------1 DATE OF PRINT: 04/26/2006 o-r-04 ,;i.. \ 1 1 4 Of' ~ SHEETS 'L 41 ,'i, ------ PROTECT EXIST. DRAINAGE DITCH CONSTRUCTION ENTRANCE, (TYP.) SEE DETAIL SHEET GR-02 SE 89 PL ~1 • • (PRIVATE R9A,D)I 1 'l ' \ . I ·t ~\ -0 Cf) • : w \ t > <( ..c \ ..... I (0 .,... \ ,- I I t I [:] [:] r I I 0 V "' \ I.\ Q ' 5 ' ' ' ' C PROTECT EXIST. DRAINAGE DITCH CONSTRUCTION ~;EQUENCJ; (1) SCHEDULE A PRE-CONSTRUCTION SEQUENCE WITH THE DOES SITE INSPECTOR BY CALLING (206) 296-6642. (2) PRE-CONSTRUCTION MEETING. (3) POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOUDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). ( 4) FLAG OR FENCE CLEARING LIMITS. (5) INSTALL CATCH BASIN PROTECTION IF REQUIRED. (6) GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). (7) INSTALL PERIMCTER PROTECTION (SILT FENCE, BRUSH BARRIER, CTC.). (8) CONSTRUCT SEDIMENT TRAPS. (9) GRADE AND STABILIZE CONSTRUCTION ROADS. (1 O) CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, E.TC.) SIMUL~ANEOUSLY WITH CLEARJMG AND GRADING FOR PROJECT DEVELOPMENT. (11) MAINTAIN EROSION CONTROL lviEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMfAENDATIONS. (12) RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. ' (13) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURJNO THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEEflNG OR EQUIVALENT. 6,, (14) STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN gi "-SEVEN DAYS. ~ <D ~ L!1 ~"' (15) SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR ig MORE THAN 30 DAYS. CN . '-. .; <D "~ (16) UPON COMPLEflON OF THE PROJECT, ALL DISTURBED 23 u, -"' \I ,J, 6' ) / 24 V' --~ \ J ' • ·' / ~ \ A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. L __ -- 15 14 \ I ' ' ' '' ( -- \ I / 17 22 I LEGEND FILTER FABRIC FENCE ~ CONSTRUCTION ENTRANCE · ·-INTERCEPTOR DITCH W/ ROCK CHECK DAMS ----- --HP-- --LP-- CLEARING LIMITS CUTOFF SWALE PROPOSED SEDIMENT BARRIER TO BE USED ONCE CATCH BASIN IS INSTALLED INDICATES HIGH POINT OF ROAD INDICATES LOW POINT OF ROAD ----·---5eB EXISTING CONTOUR -~-PROPOSED CONTOUR SILT FENCE EXISTING TREE TO BE RETAINED, SEE SHEEf L-3 \ NOTE: j 1. ROAD GRADE CONTOURS SHOWN ARE AT FINISHED GRADE AND REPRESENT TOP OF ASPHALT. l 25 26 27 28 29 30 31 2. ALL SLOPES SHALL BE AT 3:1 EXCEPT WHERE OTHERWISE NOTED.ALL \ SLOPE STABILIZATION SHALL BE DONE UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER. 3. ACCESS MUST BE MAINTAINED TO THE EXISTING OFFSITE DRIVEWAYS \ - \ V' N b 1 l 3 _I OVERFLOW SPILLWAY (TYP.) 1 O' TEMPORARY CONSTRUCTION • GfWllNG rASME>< 1 /, _/~, - '·, I 137 I I l tt ... - 38 t /CLEARING LIMITS (TYP.) I i's R,OADA .. 39 43 ALONG 116TH AVENUE SE AND 120TH AVENUE SE. \ APPROXIMATE LOCATION OF 30'x40' NEf CUT MATERIAL STORAGE (2981 CU YDS.) 44 - ·---. ------ l i \ -49 ----------!=== / -SILT FENCE 2' TO PROPERTY LINE, (TYP.) ---------~"---· ~---~------· APPROXIMATE EARTHWORK QUANTITIES SITE STRIPPING ( 12" DEPTH) -5795 CUT -6495 FILL -3515 TOTAL -2981 EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE'' ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT JS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. cu yds. CUT cu yds. cu yds. net cu yds. CUT SEDIMENT TRAP #1 SEDIMENT TRAP BOTIOM WIDTH BOTIOM LENGTH TOP WIDTH TOP LENGTH SIDE SLOPES OVER. ELEV. BOTIOM ELEV. = 5 = 15 = 32 = 42 = 3:1 = 507.0 = 503.5 = 508.0 BOTIOM WIDTH BOTIOM LENGTH TOP WIDTH TOP LENGTH SIDE SLOPES OVER. ELEV. BOTIOM ELEV. 5' BENCH ELEV. #2 = 5 = 15 = 32 = 42 = 3:1 = 502.0 = 498.5 = 503.0 ----------------~---1----1 SIGNIFICANT TREE TO BE REfAINED, TYP. SEE SHEEf L-3 PROPOSED TEMPORARY SEDIMENT TRAP #2, SEE TABLE ON THIS SHEEf AND DEfAIL ON SHEEf GR-02. SEDIMENT TRAP WILL BE REMOVED UPON CONSTRUCTION OF THE PERMANENT POND. COMBINED DCTENTION AND WEf POND STORMWATER FACILITY SEE SHECT PD-01 KING COUNTY 0.0.E.S. ~- SCALE: 1 " = 50' ~ 1----..., 50 25 0 50 100 CONTOUR INTERVAL= 2' HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD '83/'91, BASED ON TIES TO KING COUNTY PUBLISHED CONTROL. VERTICAL DATUM: NAVD 'BB, BENCH MARK -4" X4" CONCRETE MONUMENT WITH LEAD AND TACK IN CASE LOCATED AT THE INTERSECTION OF SE 192ND ST AND 116 AVE SE. ELEVATION = 514.98 FEET. PROTECT EXIST. DRAINAGE DITCH --- RESTORE EXISTING DRAINAGE --ttt\"1 DITCH TO ORIGINAL NATURAL CONDITIONS, SEE APPROXIMATE I!!! DITCH SECTION ON SHEEf GR-02 S.E. 192nd ST. 1w] \ v- Q \ •t 0 "' I "f.'l I I ., " ·' I ' ' 'I " • . w . Cf) . w > <( ..c ..... 0 C\I ,... 5' BENCH ELEV. --··-----------l Comments: n ~ "'.': AREAS MUST BE STABILIZED AND BMPS REMOVED IF -'.': ~ APPROPRIATE. ~£L-..----------~~ ............ ---~-------~---......... ------------.......... ....._. ......... ---------------......... ~------.................................................. ---"""lfl"'l-......._......,._....,_..__...,~......._---.......... ~~......_, ........ ____ ~ ........... ------~---~~~---~~~..J REVISIONS NO. DESCRIPTION/DATE BY ~,9,•,.9f?cL . ,.,._~ii:~ ·i~~.~\ '. ' /_N ": ,~. br.Y. • : :t-~ -40111 ·W. • i·· GI STI:I'~;'.·~ .l'si'"""''l"+-"-ONAL • ~ tZt/$ EXPIRES 12/21/i 7 " -~:~ ~~ --m • .,,,_ C I I I a "'" .. -:a-~ 0 .. ,, • -~~ "' •mm .r: * "N 0 .,.o N .. " ~-·' .!;: en C a: !i C 0 -0 a. "' ~ -0 w G ,~ci 0. 0 " w '"' 5'l CC z 0 0 -mo ...) ...) - Cl -z 0 0 w No, -'llco C Cl .c 0 • -IX) E z :, Ol .,.. 0 <( C O> -';::;: ·-0 >.c I-E • 0 _J t1l ~::, :;: ~ a ::, 0 l/) () ui :;: u 1J -~ en ~-. CO 10 !'! '> 0 C z ...) 0. 0 ~ "' o,U u () "' "' E -C') IL VJ Ql "' ~ 3: C ·c 3: . " •-" 3: C c ·-0 0,3: C w u 3:E ·-" 0 fl_ z ~ z I i • () z • z -' :s • w -' CL ~ ....J <., (/) CJ z (!) 0 z w ~ -(.') Cl --' Cf) Jd 0 (/) • (.) I • (/) w • Cl) w • Cl. J I- -:, ~ ::, 0 () <., z ::.:: JOB NO.: 1166-001-005 DWG. NAME: GR-01 DESIGNED BY: LGC DRAWN BY: JLL CHECKED BY: DATE: 04/26/2006 DATE OF PRINT.: GR-01 ~, 15 OF~ SHEETS ' • I . b I . I!) 'io ~ 11 11 FILTER FABRIC MATERIAL 60'' WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATIACH FABRIC TO WIRE 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. I N 1~-- ~-l~ 6' MAX. ------1 "'---2" BY 4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS. FILTER FABRIC MATERIAL -------<-II 2" BY 2" BY 14 GA. WIRE -------ti 2" x4" WOOD POSTS, STANDARD BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS PROVIDE 3/4" -1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES FABRIC 01~ EQUIV. o, OF FILTER FABRIC i~'. ON THE SURFACE NEWLY GRADED OR DISTURBl::D SIDE SLOPE 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. ----1 . 'io I N 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. ff IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE HEMOVED WHEN THE SEDIMENT IS ff HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. TYPICAL FILTER FENCE DETAIL NOT TO SCALE EROSION/S;EDIMENTATION CON-rROL NOTES ( 1) APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE: AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) (2) THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. (3) THE BOUNDARIE:S OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITIEO. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. (4) STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. (5) THE ESC FACIUTIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH AIL CLEARING ANO GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. (6) THE ESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SLIT FENCES, PERIMETER PROTECTION ETC ) .. RUNOFF WATER-~ WITH SEDIMENT SEDIMENT --- R/W ,----FILTER FABRIC CATCH BASIN W/GRATE __ ___,. '---WIRE MESH (POULTRY NETTING) '----FILTERED WATER / / R=25' MIN. 4" -ff' QUARRY SPALLS GEOTEXTILE SEDIMENT BARRIER / NOT TO SCALE / INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER KING COUNTY ROAD STANDARDS. 12" THICK MIN. AS PER KIMG COUNTY ROAD STANOt?DS, DRIVEWAYS SHALL BE PAVE8 fO THE EDGE OF R-0-W PHIOR TO INSTALLATION OF THE CONSTRUC'l!OM ENTRANCE TO AVOID DAMAGING THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE iJE CROWNED SO THAT RUNOFF DR~INS OFF THE PAD. THE LENG IH OF THE ROCK-LINED CONSTRUCTION ENTRANCE MUST BE A MINIMUM OF 100 FEET ON SITES WITH MORE THAN ONE ACRE OF EXPOSED SOIL. ROCK-LINED CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE (7) THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITIEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. (8) ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) (9) ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATIENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. ' (10) THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED ANO MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. (11) AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. (12) ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTIOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. (13) COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. (14) PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEA~;ON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED ANO THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITIED TO THE DDES INSPECTOR FOR REVIEW. EXIST. DITCH 120TH AVE. S.E. rPROPOSED STORM DRAIN <Ji SEE PLANS FOR DEPTH 120TH AVE. S.E. EXISTING DRAINAGE DITCH RESTORATION DETAIL NOT TO SCALE OUTFLOW CHANNEL IF-----. CONSTRUCTED BY EXCAVATION 1' MIN. OVERFLOW DEPTH SURFACE AREA DETERMINED AT-- TOP OF WEIR 2' SETTLING DEPTH RIP-RAP NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION GEOTEXTILE 1' DEPTH 3/4"-1-1/2" WASHED GRAVE (MIN.) 1' DEPTH 2" -4" ROCK (MIN.) f CROSS SECTION 6' MIN. 1' MIN. DEPTH OVERFLOW SPILLWAY MAINTENANCE STANDARDS f ROCK '---MIN. 1' DEPTH 3/4" -.5" WASHED GRAVEL 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED. TRAP OUTLET SEDIMENT TRAP NOT TO SCALE DITCH SLOPE CHECK 0 -5% 5 -10% > 10% 3' 1.5' 1 ' SWALE FLOW LINE -- DAM SPACING 150' 100' 50' 3' 0.5' MIN. '---KEY ROCK INTO SWALE 0.25' MIN. INTERCEPTOR DITCH X-SECTION & ROCK CHECK DAM 1 • r1 ~ 0 : •. •• ~ ·1 ----:-""";.J:EFLarrO§lW,;c .a·• 0 •• 0.5' -1' ,, KEY ROCK INTO SWALE 0.25' MIN. ,1'-----5-,-----.I'""-SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED NOTE: ROCK SHALL BE 8" MINUS QUARRY ROCK DAILY, & CLEANED WHEN DEBRIS EXCEEDS 1 /2 OF ITS DEPTH. ROCK CHECK DAM X-SECTION INTERCEPTOR DITCH w/ ROCK CHECK DAM NOT TO SCALE KING COUNTY D.D.E.S. 0 REVISIONS NO. DESCRIPTION/DATE BY - ~~ :~"" ~·. ~ -"':1> ' • (1/iw v .... ~ -40111 ~ ~--<) .. ~i'f O I sTf.«f2°i:;_~ /··-~·· 't; ONAL '!/:t1f!J{, EXPIRES 12/21 / 67 I -~$g jt --m ~ ww- I I I " ~"" -_ ... 0 vw • --~ :.c (I) * "-<-" O> ~ ----~ <( C a:-· l1 C 0 "' 0 ll. ::, -0 w G ~~a ll. u • w ".,, ~~d CC z 0 Q -...J ...J - (9 -z 0 0 w N C') -'It 0 C (9 .co • -<X) E z :, OJ "' . o< C O> -~3: ·-0 >. C I-E • 0 _J (U ~:,; 3: i " :::, 0 (/) - t, 3: () u (I) . "O.~ ~--C 0 "' ~ 0 C z > ...J ll. 0 ~ Q) OJ" () (.) C') "' E -C') u.. U) Q) O> . ~ 3: C ·c 3: •• .. •-"' 3: C c ·-0 "'3: C Wu = .!l -~ :J 0 a. z § z I ~ (/) _J • ~ 0 z • 0 ....I • w ~ ....I ft ......1 (/) Cl) w (9 I- (.') 0 z z w c., -0 z --....I Cl) 0 0 ~ (/) I c., Cl) w ~ 0.. J • (.) J • (/) • w • I- ~ z ::::) 0 (.) C) z ~ JOB NO.: 1166-001-005 DWG. NAME: GR-02 DESIGNED BY: LGC DRAWN BY: JLL CHECKED BY: DATE: 04/26/2006 DATE OF PRINT: GR-02 j OF f~SHEETS i 16 I I I ----- -. C 0 " " 0 w '/ S.E. 188/)i ST. A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. S.E. 192ND ST. KEY MAP EXISTING FOGLINE STRIPING EDGE OF PAVEMENT I i n STA. 106+8.48, 9.66' RT. BEGIN EXISTING FOGLINE REMOVAL BEGIN 4" FOGLINE TAPER (MATCH EXlrTING) --~ 106+00 ct OF RIGHT-OF-WAY STA. 107+61.56, 9.00' RT. BEGIN 8" PLASTIC WIDE LINE ·------/--···-----~------------· -- STA. 107+61.56, 26.00' RT. END 4" FOG LINE TAPER 107+00 ·---1--· --=-~=>==-'--=----"1-~-~ a I() ---1------- RELOCATE EXISTING "ADOPT A ROAD" SIGN PER SHEET RD-04 EXIST. POWER POLE TO BE RELOCATED PER SHEET RD-04 RELOCATE EXISTING FIRE-~ HYDRANT AND ASSOCIATED BOLLARDS PER SHEET RD-04 • f- Cf) -0 C C\1 O'l r- • w • ' tJ ,... 0 153.08' ~ \\\/i. ·,"-'I· 1 . ----..:::.:/~!(~~ ~:7;{~~~- EXIST. POWER POLE TO BE RELOCATED PER SHEET RD-04 5 4 --EXISTING ct STRIPING --ct OF RIGHT-OF-WAY ;J J J / / I A I I \ ' I \ \,, ~--------· STA. ·108+61.56, 9.00' RT. END 8" PLASTIC WIDE LINE .. ,.:) ;/ I I ' I I w z <( ..J I f- 0) co ,- w ~ 0 <:( 0 0: LU I-I <:( / > 0: I 0.. ~ \ \Tr \. ' [~ .. // \\,._ \~--------______ q ______ ---------------· I STA. 108+64.00 , 0.83' LT. / __ GIN EXISTING (t STRIPIN2-f EMOVAL 109+00 1 ~ OCJ ~ 10' REMOVE 95 L.F. OF EXISTING FOGLINE AND ct STRIPING 0 ~ 108+00 I . ----==11. ~'~"'~'" -" ~""'~"~'"'"'"~~~~~+ 11 o+oo 100'. • ----I " L -· ·---·-·-·--.. --.. -\ RELOC,TE c,,sn,c "eEDES1R"' t, i CROSSING" SIGN PER SHEET RD-04 I I I I RELOCATE EXISTING "NO STOPPING''--' SIGN PER SHEET RD-04 I 2 i i I '! \ / ' I b R=35' I 11' o I 0 <( 0 a: NOTE: REPLACE ALL EXISTING STRIPING WHERE DAMAGED BY CONSTRUCTION OR OBSCURED BY OVERLAY. 8 or---STA. 109+59.40, 1.00' LT. [ 11' ·=---_,,_ END EXISTING (t STRIPING REMOVAL (MATCH EXISTING) EXIST. POWER POLE TO BE RELOCATED PER SHEET R0-04 STA. 10+51, 11.00' LT. FROM ROAD C ct AND 0.00' RT. FROM EDGE OF PAVEMENT BEGIN FOGLINE RADIUS 116TH AVENUE S.E. ~-EDGE OF PAVEMENT R=35' <( 0 <( 0 a: 20' 20 10 20 40 CONTOUR INTERVAL= 2' HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAO '83/'91, BASED ON TIES TO KING COUNTY PUBLISHED CONTROL. VERTICAL DATUM: NAVO '88, BENCH MARK -4"X4" CONCRETE MONUMENT WITH LEAD AND TACK IN CASE LOCATED AT THE INTERSECTION OF SE 192ND ST ANO 116 AVE SE. ELEVATION = 514. 98 FEET. WARNING!: OVERHEAD POWERLINES ALONG RIGHT SIDE OF 11 6TH AVENUE S.E. NOTE: CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING (206-263-6110) AT LEAST 3 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION. CALL 48 HOURS BEFORE YOU DIG 1 -800-424-5555 KING COUNTY TRAFFIC ENGINEER ' DATE /lvr<, ENGINEER DATE S 11/.0) DATE ~-STA. 39+00.45, 8.00' LT. BEGIN FOGLINE STRIPING Cf) L---------1--\-----------------------------------H--+---------------~-------+---+...,..----------i.,. 1 .. , E'' . . . 200+00 \ ' ',\ ... .........._ __ _ ----- O:r· r---------~ ------------·'--·-\..../ j i I R=25' ) -... ____ .. ------1 _______ -------·----·---------------·-----·---------·---·---·--- -------· ---------------~r~----------= .. =-=~=--=-=-=·-=-----------=-cc=r-r----~------· .. --------.......,..------~::;__;;;_=· .. ;;,,,::'S=...=~'----.--2.92' -~a 201 +00 ==i=-=====---=::l-=~--=i= 0 202+00 - ----------+----+-----/ a STA. 202+49, 1 O' LT. I BEGIN FOGLINE STRIPING ·120TH AVENUE S.E. ....,-.. --=··==--= 203+00 -----·--·--------- 205+00'.? --1·--~---~-1----+-. ----t-----· ---· --+--....L--"~--,,,....C...------Po.--~=-~=-=·-=---= 204+00 RELOCATE EXISTING 4 MAILBOX UNITS PER PER SHEET RD-06 -----------·--· -------·----------·-- p STA. 204+ 11, 10.00' LT. END FOGLINE STRIPING '· / i / PE,=--- 0 - ·-, -----·-·1----.L'\ ·,, \ ', \ / \ (,J . \ STA. 205+33, 1 0.00' LT. END FOGLINE STRIPING J __ ------i REVISIONS NO. DESCRIPTION/DATE BY k·9.· .. ~ -<~~i:~ '-';~~¥ ~-. '/,'" -~ ,,.. -J~ IA;·:, ' . W) (\·.1l 4-0111 'v _.' ~~z~~i'l 0 • • • 5 10(~ EXPIRES 12/21/07 -~ i:g () t --m w "'"' -~ ..J I I I ~ ~~" ~ ..J -~ 0 ""' w ---"' ") Lr) CII .c * ~i u,O .e .\: er, C a: ?;; CW -0 a. 3' " -0 LU ~:J3 0. 0 * w LU ww 'tJ 'O w~ CC o~w z &fild 0 0 -.. .L.J - (!) -z a a LU (\J (') -,. 0 C .cO " (!) -w E z :, Q) "' " 0 <( C O> ,_ 0 -~$ >. C I-E " 0 (1j -~"' ..J $~ ~ ::J 0 1/1 -t,$ 0 u 'O .~ er, ' C Q ~~ ·s; 0 C z ..J a. 0 ~ (j) ·-Q)'O 0 (.) (') (j) E -<'l LL UJ (1) "' ~~ ;:: C ·c ;:: " w .. ~ .Y ;:: Cc ·-a "'"' C Wo ;;:; :.0 .2: :J 0 a. z ~ Cl z I !;2 ?,: • 0 z • _J • w z _J ~ ~ ...J Cl. U) (..? z C) 0 z UJ ~ -N 0 -.....J _J CJ) w 0 z CJ) z I <( w I (f) (.) Cl. """) J ~ z :::, 0 (.) Cl z :l::: JOB NO.: 1166-001-005 DWG. NAME: CH-01 DESIGNED BY: LGC DRAWN BY: JLL CHECKED BY: DATE, 04/26/2006 DATE OF PRINT: CH-01 ~, 17 OF ~.SHEETS NOTES L &lgnif'lcanl trseee &hown have not been reviewed b~ an arborJet to determine the "1.solth or tha tree. TM number or e.19nrr1cant tree& ma8 be reduce depending on the 1Jnd1n9• of a certJr!e:d arborl&t. 2. Street tree location& are approximate and ma~ be adjue.ted per dctud I ulfllt~ and drlvewd~ location&. Treeo ehown to be r$ld lned on tho tree retention plan e,ha II be ma lnta rned b~ the ruture ownsre of the propo&ed lote, conel•tent with KCC l&.82.l!:><o J /~ (~ // ~ \ <JU") ::J I z w > <( I 1- (D ..- ,- I L t; \ 6 -------- A PORTION OF -rHE S.W. 1/4 OF SECTION 33, -roWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Ix' ' ,· c::\ ,. I --+---ROAD B f,' 15 14 1V ~ .,/' ,n i I I I I ( ' \ 23 ¥ 24 25 I 26 / / I 1-1 \ 0' I I 13 27 28 -- X---iV: v l . ~ ~~ _---·P<,x ' x_:· -w_ ' . ~ 'c· ".'.\ --. -L17 L1.$ 29 30 / I I , X I / / ~ ___ L____ ' \ ' 22 i-.- ' i /--· -· ,n I \ I I SYMBOL LEGEND- EXISTING TREES TO BE RETAINED SIGNIFICANT TREE COMMON NAME SIG. Botanical name 1----~-"---'--"-----+----<----------- CAL. INCHES DECJ DUOUS TREE APPLE ·-Matus species "leffJ1!) ALDER • Alnus gLut'inosa W 1------"-----l--' CHESTNUT ~ Castanea sativa ~ LOCUST .Rubinia pseudoacacia BLACK COTIONWOOD Popldus triclwcarpa DOUGLAS FIR Psu,edotsuga rnenziesi'i WESTERN HEMLOCK Tsuga heterophyLta WESTERN RED CEDAR Tkuja p{'icata • 12 INCHES OR MORE 8 INCHES OR MORE SYMBOL LEGEND- EXISTING TREES TO BE REMOVED SIGNIFICANT TREE COMMON NAME Botanical SIG. CAL INCHES naTTW DECIDUOUS TREE >< SIZE INDICATED APPLE * Afai'us species ALDER ·>< A{nus g!utinosa ' CHESTNUT X Castanea sativa LOCUST )ff( - Rub inia pse-udoacacia •• BLACK COTIONWOOD .~ Popu!us triclwcarpa "'"" DOUGLAS FIR )i( Psuedo!suga Tnenziesii WESTERN HEMLOCK >< Tsuga heterop!tyfta ,: ,, : 'i.•' WESTERN RED CEDAR * Tkuja phcata '(;,' REPLACEMENT TREE PLANT LEGEND (WITHIN TRACT B & D) KING COUNTY D.D.E.S. Review Engineer Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: EXISTING TREE Completion Date Comp!et1on Date Approval Dote STEEL FENCE POST OR 2' x 2' WODEN FOtH-TrF. 8 ../· POSTS MIN. di 8'·1" Dl$1ANCE APART MAX. C!RCLIN::;, RETAINED TREE AT DRIFLJNE . FLAN VIEW v 0'-1° MAX f 'I f n ~ J _.___\,_ . ....__. ____ _ I \ BOT ANICAI I COMMON NAME QUANTITY. GALVANl.Z!::D WIRE 1 PLANTING SPECIFICATIONS FART I -PLANTING 5FECIFICATION5 General Condltlone Landecape contractor I Developer &hdll verlf!:J that plant lnetallatlon condition& are oultJbls within the planlfn9 area&. An~ uneatl&ractor~ condition& eha !I be corrected prior to &tart or u.ork. u.tier1 condition& detrimental lo plant growth are encountered, euch ae, rubble fill, advsree dra nage conditions, &f9nlfJcdnl vegetation, or obstruclfone, the ldridecape contractor/ developer eh.:111 notlf~ KC DDES prior to planting. 6e91nnln9 of work con&tltute&-acceptance or condltfone d& eat1e.ractor~. Plante, lnetall,sd In undleturbed arede. e.hall be Integrated with exlallng nallve vegetation, and planted In a random, n,Hura lletlc pattern. I '" -t~ ' I -! I I I ! I ' I I I I I '" ,_ I \ I~ - PROPOSED LANDSCAPING-TYPICAL. REFER TO SHEET L-1 AND L-2. ' J I ( --. ,_:_-_~ - .. j • THUJA PLICATA i IUESTERN RED CEDAR <o' HT. MIM. FF<A><INUS LATIFOLIA / OREC.ON ASH 2" CAL. TRE55 NO LONC.ER REMAININC, IN RETENTION INVENTORY A& CF MAY 15, 2001 FIELD VERIFIED 6Y E6M CONSUL TING ENGINEERS LLC SCALE: 1" -50' • 0 50' ----""'----- 10 12 JE??]\ NOT TO !lCALE ' -I ,_ () <) w: LOCATE I 5TAKE I VERIFY PLANTING AREAS Landecape contractor I Developer aha II rrsld locate, &take, and verlf~ plantln9 areae,. a-rd confl9uratlona prior to planting. Thia &hc::111 approximate what I& shown on the DPE& opproved 619nlflcant Tree R"tentlon plan. All revl•lon• / cl-'<ln9.,• •1-'<lll bs pre-approved b~ DDE5 anc docum(!:!nted ror recording dt rinal pldt approval. ' l I ,. '1 } I ' ---. _;_,"'c4/j. ROAD A-----·-·"-·~ ---~--~-1:y' I .-·, F-~, (J) w ::) APPROVE PLANTING LOCATIONS AND SPACING Plantln9 locatlone ehown on plant.Ing plane are approximate, baeed on anticipated site ccnd!t.lono, Actual pldtH.ft'lS locatton& ma~ var!=! from thoee oh?wn Cius to fincil &1ts cond!tlon.e znd location& of' exl&tln9 vegetdt.ion. Nevertrl<!!leee, dn~ vdrldtlone f'rom ths pldnllng pl.an will regu1r.s prior approval b~ Kc DDE5. • 51gnff/cant tre,s epdcln9 ehdll be a minimum oF Fltleen rest (I~' for non-et.reel treeie or 40' on cer1ter tor etreet tree&) or d& &tclted on the approved plcmtln9 pldn. 8pdcln9 eha!I be ddequate lo allow e.19nlflcdnt tree'& room to expand trf'oughout the f'uture ~ears. PAF<T 2 -PLANT MATEF<IAL 5TANDARD5 Landecape contractor I developer ehdll examine plant rndte:rldl prior to planting. An~ mdterldl not meeting the recjulred epecfflcatrone ehdll be lmmecilate:1~ removed from the! efte dnd repld:::ed with Jfke material thdt meet& the required &tdnddrd&. Flc;1nt mdlerlal &hall meet the rcSqulremente of Count~, State dnd Fedef"dl Jdwe with reepect to plant dleeaee dnd lnfestdtione,. lnepectlon certlflcilt.se, reC1ulrecf b~ law, &hall accompan~ each and ever~ ehrpment and eh.all be &ubmltteo to the: Lanciecdpe contractor/ developer upon receipt of' plant mat.er/al. Theee certlrlcates ehal! b!! mdde avallabl"' to KC DDE5 a• r .. qus•tsd b~ the lnopector. • Plant material• •hall be locall~ 9rown (UJeetern WA, UJe•tern OR, IUeotern 6CJ, realth~, bu•"!, In vigorou& 9rowln9 condition, and be 9udrdnteed true &ize, nGlme .!Ind vdrlet~, Ir repldcement d. pldnt material le neceee,ar~ due to conetructlon d.arna9e or plant failure within three (:3) ~ear& or lneta!ldtlon, the •lzeo, •pecle• and quantltle• &NII be equal to •psclfled plant• a• Indicated on the approved plan•. , Plante ehdll bs nureer!:,I 9rown, well-rooted or normal growth and habit, and rree rrom die.ease lnf'eetc:1t.iar1. KC DDE6 ree.erveie the rl9ht to require: repldcement or eubetltullon of an~ pldnte de:<9me:d unaullable. Trese ehd!I hdve unltorm brdnchfng, elng!e: straight trunks and the central leader Intact and undam.;9ed. Balled and burlapped &tock •1-'<lll 1-'<ive b=n root-pruned at leaet ones within prevlou• two !:,ISdre, and the plant &tock eha II have been grown In d contd Iner f'or at leaet one Full 9rowl,~9 &e8&on. Container &tock. &hall bdll rull!:,I rooted but not root-bound. Pldnt materld! wrth dama9€d root zone& or bro~n root ball& will not be accepted. Conlferou& tr.see ehclJI be nurser!:.I 9rowt1, full and bue~, dnd with unlrorm branchJn9 dnd a nHura/ non-&he:ar,sd rorm. Orl9Jnal central leader muet be health~ and undama9ed. Landecape contractor I developer ehall eubmft a I/el of' plant euppller r1amee,, dddree&ee,pr.one numb<S"re, and etorage I growing locallone or the material lo KC DDE5 prior to pldntlng. $U65TITUTION5 Sub&tltu'llona of" epec1r1ed plant specie&, &lze or condition will be d!lowed onl8 with prior written approval rrom KC DDE5. PART 3 • PLANT INSTAI.LATION eQIL PREEAF<ATION I AMENDMENTS Prior to lnetal!c1llon or planting&, all conetructlon debrfe .and an8 other non-native materlol ehal! b<S r~oved rrom the mitigation are.el. Trees and ehrube e,hdl I be pit planted a& &h0Wr1 In the approved plar1 detalle. A sail moleture retention a9ent <pol~mer) &hall b.s Included In plantln:J bacl<SIJ! p-er mdnuractursr 1 e, epec1r1cat1one,. In non-graded plantln9 ar .. ao, plantln9 pite all be b~ckfllldld with a !;,<2)/:,<2) mixture of lrnp,>rted, weed free top•oll and the native •oil from ths pldntln9 pit. In 9raded dre.oe, plantln9• •1-'<lll be inet,;;1 lled dlrectl~ ln'lo nswl~ placed lO'p&olL lmport.sd topsoil &hdll bod:I ti 3-wa~ mix dc'1u1rsd from dn approved local suppll.,r. , 5ol1Molot, or equivalent, ol-'<lll be added to ths top•oll backfill of dll plantln9 plto. Tre 6orJMolet ehall bs rljdrated bsrore being dddsd to topeo11 bc1ckf1JL Manuracturere recomm-sncied appllcdtlon rate& and uea9e shd)l be rollowed. • UJood::1 pldnlln9e ehdl! be F',srtllized with d &low r,sl,sd&e (8 month) high nitrogen, low phoep10ru& 9r.:1nular fertlllzer (21-3-1), with application ratee d& e,pscirled b!;! the manufacturer. Fertr!lzer &hd II be applied after planting pit I• bacl<.flllsd, and prior to application of mulch. Fertilizer ohall not 'De ~, 6 applied between November and Mdrch ,,i ' Outelde or wetlt1nd drede, d 3 Inch ld~er or mulch (medium D0u9 Fir bark) ehall be placed around 9 :;, the baee or each new tree lo d 36 11 clf.ameter ror sroelon, weed control dnd mofeture retentfor, < ill ;; .. 2 Existing ndtural or ldndecaped area& th:lt are damagscl during construction ehdll be rset,;,reci / I I ,, ,! 3~ I / ? ' \ I ,. U") i_ r CLEAN UP ' i I ' I ' ' I L2\ I I ( 36 / 34 • Lc!!ndecape contractor I developer &hall be reeponedble ror this removdl or cone.truction mdte:rfdl dncl debrle on the e.!le: followln9 lnetallatfon or plant mdterlale. All de:bri& muet be removed to a Ie9al landfill faclllt~- FAF<T 4 -PLANT WARRANTY AND MONITOF<ING ' Lande.cape contractor / developer.'e warrant~ a.hall Include replacement oF plants (eame e.lze and epeclee ehown on approved plane) that prove elth.sr to me mle.located or une,ultable de to plant materlal etandarde. Except ror loe& due to excee.efvel~ eevere cl1matolo9Jcal condJtlone. (eubetafned b:,J 10-~ear recorded weather charteJ, fnetalled plant material are rec1u1reci lo be guaranteed For three !:]ear& a9arne.t detects and uneatl&ractory growth Plants replaced ehdll be reln/tlated under plant guarantee condition&. The monitoring period ehall be tl-ree (3) ~ears. from lnstalldtlon acceptdnce In wr1trn9 b8 the DDE6 lne.pector. FAfl<T & • FINAL ACCEPTANCE t Upon complel!on or pJantln9, the landscape contractor I developer shall provide the DOES Jne,pector with d &et or clearl~ marked print• de•l9nat1n9 the actual locatlono of plant1n90 within the mitigation area. Lande.cape contractor I developer eh.all keep d complete &el or prlnte at the job &lte during conetructlon f'or the: purpoee of 'red llnlng' chdn9e& or modlrfcatlone, to ths approved plane and ehall update e,ald lnformeitron on a dall~ baele.. • KC DDE5 •i-'<lll approve pl.ontln9 location• ao depicted on the approved repJdntlng plan. If' Item& ars to be corrected, a punch lrel •i-'<lll be prepared b~ the DDES ln•psctor ancl •ubmltted to ths Landscape contractor I developer ror completion. After punch /Je,t Items have been completed, DDE& Inspector eha I! revlsLI.J the project for FIM I acceptcince on plan Implementation. AS BUILT 6UBMITTAL ON PLATS ~:;:::: to their orr91nal condllfon, urilsee lmprov~enl& or mocl1F'lcdlfone ar.s epeclfled for thoee areae. °'5. £ ' Ldt1dseaps contractor I developer ehdll exercise cdre to protect from lnJur!:I to trunk, rcote, or Note: If revrelone and I or chan9es have be,sn made to the: ~ brdnchs& of an:;1 tr.see. or e,hrube that .are to remarn. An~ livln9 wood8 plant thdt le, damaged cl.iring lnit/al DDE6 dpproved el9n1r1c,c;1nt tree re:1tentlon plan eubmlt an g cone.tructron shall be treated within 24 hours or occurrence!'. Conlrdc-tor &hall prune wounded Ae-Bulll plan. Jf no chon9ee. / rsv/elone. have bssn made dn Ae-6u1ll ;; portion& or plant lmmecHatel!, after ddm!lge occurs. lnjur,sc.l' plante &hall be thorough!~ wat~ed and Plan I& not required. i / 38 ,. \ ' 4<1f_: i/'Y.. / PART 6 • t·IAINTENANCE AND CONTIN&ENCY ,--;·-;y- / \ I .-,, ' _/ Nole: Jf etriset tree'e, to be planted alao ciuaJIF~ ror e.19nltlcdnt tree'& then the e.treel tree maintenance dlld monitoring proceee e.hd!l be used. Maintenance wrll be perfo,-med twice per ~ec:ir to address an~ condition& that could Jeopdrdtze lhe t}Ucceee, or the mltlgat.lon drea. Ee.tabllehed petformance &tandarde. rot the proJect wlll be compared to the monitoring ree.ulte. lo judge the eucce&e-or the mltl9c1tlon ptoject. If there le a e.l9n1 rlcant problem with achieving the perform.:ince etcindatde, the bond holder ehdll work with KC DDE:5 lo develop a contln9enc~ plan. Contln9enc::i pldn& can Include, but dre not limited to: re9radln9, additlonal plant Jnstalldllon, eroelon control, mediation& to ~drolog~, and pldn aubetllutlons of l~pe, elze, ciuantlt~ and location. Such contrngenc~ plan ehall be &ubm/tted to the Kc DDE& lriepector b~ December 31 of dn~ ~ear when deficlenctee are die.covered. Cont1n9enCS1 wll! 1nclude man~ of the Item& lleted below and would be Implemented If the performd-r1ce M.andarde, are not met. Maintenance and remedial action on the e.lte will be Implemented lmmedlatel~ upon completron or ths monitoring event (unle&& otherwle.e epeclflcdll~ Indicated below). f During 8ear one, two dnd t/'Y'~e repldce all dead plant mdterial. , Water all plc1ntrn9e dt a rata of" 111 of water at \edet ever~ week. between June 15i~&epte-mber 15' during t/'"'.5 fire;. ~ear art.er ln&tallatlon, and for the ffret ~ear after an~ replacement planting& (C 4 M). ' Replace dead plc:1nte. with t~: eame e.pecleie. or a &ube,trtute e.peclee that me.ste. ths 90.al and objecl!vee of the e:nhdncement.. pldn, subject. to KC DDE5 approval. t Re:-plcmt area after red.son for f'dllure has been Identified (e.9. molature regime, poor plant e,tock, c.U&ed&e, ehacie/eun cor'ldJtlone, wlldllfe darrta9e, etc). i Remove I control weed::J or exotic lnvaelve plants (e.9. Scot's Broom, reed canar8 9rt.1ee, 1-!lmald~dn Blackberr~, purple looe.etrlfe, etc.> b8 manudl or chemlccll medns de ap1:,roved b~ Kc PDE6. Ue.e or hdrblclde& or peetlcldee within the mltlg<:Hlon area would onl8 be: Implemented It other mea&ure& fdlled or were cone.lclered unlrkel~ to be eucceeeruJ, and would require KC PDES approval. Tree& and ehr1Jb& ehou!d be weeded to lhe drlpllne and mulched to a depth of 3 lnchee. All non-natlv,g vegetation m1.1et be removed and dumped ofr &lte at dn approved location. Clean-up traeh and other debrl6. Selective!!:] prune wood~ plc.'lnl~ to thin and remove dead or di&eaeed portlon of treee. FART 1 -FEF<FORMANCE BONDS ~ ddolltional medeuree e,hd!I be taken (ae appropriate) to aid In plant eurvivablllty. w Grddlng: The ciuf"F ld~e,. dnd native topeoll ehall b,s reldlned In an uncll&turbe:d atclte to t'119 Prior to rinal plan lnepectlorl ror the 619n1ricant Tree Retention t To aeeure the euccee,e or the mlt19at1on, a perF'ormance bond will be ~ maximum extend prdc\lcable. An~ duff ld~er or topeoll removed durlns sradlng •h.lll be •tocl>piled Plan permlttes ehall •ubmlt an AS-BUILT 6i9nlflcant Tree Retention po•ted with KC DDE5 b8 the Developer dt the time of plat approval f ~ on~elter in a desiSn-dte'd, controlled clred not ddjac-emt to public resource& .and cr!tlcd! dr<!:!'de., The Plan lo the DDE5 /ne.pector ehow1r19 dll plan revlelone I change& and tor the coat or rmplemer1tln9 the mltlgc1tlon plan to be monitored ror c:; , 0 mat .. rldl srull be redpplled to other portion& of the olte where fea&lbls. Area• tl-'<lt hdve been ver11·~1n9 tl-'<lt the DDES approved Significant Tree Retention plan th'ee (3! ~eare. It will be the Devsloper / permlttse re•po"olblllt~ to 4, ~ cl,sar.sd and graded ehall have ths sol/ moleture holdlng cdpdcft~ reetore:ci to that or the 0 ,-1g1nal _ <approved at th,s DOE& Englneerrn9 RevleUJ eta9eJ hae been request a find I Inspection at the end or the tn"ee (3) 8ear monltorrng ~ ~ und!eturbsd eoll natfV'9 to the e!te or the maximum extent practicable. The eofl In ansi area th:!~ hae completed per pldn requfremento. Thie AS~BUIL T pldn shall b,s period and to relea6e the posted bone!, This bond quantlt~ calculatfon ,-c: r; beci:n compdctecl or that hae had e,ome or all of the dufr lo::ier or unded8 1ng topeoll removed e,hd)J reviewed and approvsd b::1 the Slte Development 6peciallet. / f'orm for both exlH/119 e.19nlflcant tree~ eincl tree& to be planted ehall be W,~ be drne:nded lo mitigate for lo&l moieture-holdlng capacil!~· The amendment e,hdll take place;: between Foreeter that It conform& to 60-220 and can be recorded. If completed and e,ubmrtteci to DDE6 Site Development Service:& prior to ,;; :n· Md~ I and October I. Replaced top&oll ohall be a minimum of e inchee thick, unle•• the applicant approved ths plan will be sent back to the DDES lnopsctor for final approval of the S19nlflcant Tree Retention Plan (ths bond form will be * 'I ,-, I • 4F>__ - -1 -···'})~ ---,:1-6 47 / \ , 15UI- --,~. I __ - SIGNIFICANT TREE RETENTION NOTES 51C.NIFICANT TREE RETENrloN NOTES, KC 21A38.230 (50-220! ' f'urouant to KCC 16.82.IS<o an dpproved 519nlflcant Tree l'setentlon Plan Is reciu1red ror the propert~ d& dee.crlbed on file with K1n9 Courit~ Dep.:9rtmenl and Development and Envlronmental Service& (DDE6) Recorde. Center, on &heet 1 of the approved en9Jneerln9 plans Number L0!',f'<2)<2)<2)!:,, and Actlvlt~ Number L0!:>5Re>&4. Lots l,b,1,8,10,ll,12,14,l!:>,19,20,21,22,30,34,42,43,44,4!:>,4&,48,49, and Tract 6 within thre plat contain tree& the muet bs retained per &did dpproved Tree Retention Flan. An!:J propoe.ed clearing, 9rc1dln9 or cone.tructlon c:1ct1v1t1ee that will (or rna~) lmpdcl d elgn!flcdnt tree within &aid lote muet be reviewed and approvsd b~ Kln9 Counl~ ODES Land Lise &ervrcea Olvfe,fon dnd / or eiuccee,eor, for compll.!mce with &aid Tree Retention Plan. The current landowner and future landowner.s, &hall mdlntarn and protect eald tree& c:1nd eecure: permlt6 d& reciutred to perform an~ maintenance and Io,-related activity e,uch a& hdzard tree remedlatJon. TM psrrnft c1ppllcant &hall determine that the ff11al tre~ retention plc;111 doe& not Include elgnJf"lcant tree& unable lo 5urvlve more than ten ~edr& arter the date of project completion. S19nlfJcant Tree ProtectJon: I. Prior to an::;i clsarr119 all treas to be retalni!l:d ehall be f'!d9ged. 2. Prlor to 9rddln9 and throughout conetructlon, d tempordr~ chalnllnk, wire: or plaellc net fence sha II be ue.eci to ldentlt8 the protected are < drip llns) of an~ significant tree deslgnt1ted for tetentlon. The Might or euch rencln9 e.hall be adjusted accordfn9 to t/-)s tapo9r.siphlc and vegetative condltlone or the site to provide clear vreual dellnsatfon of the protected ared. The e.lze of the protected area around the tree &hall be eciual to on,9 fool diameter ror elich fnch or tr(9e lrut1k diameter meaeured four feel above the ground or dl drip lln<B of the tree. , At no time during and after construction eha:JI this follow1n9 be parmlltecl within the e19nlflcant tree protection drea: ( a) impervious aurfdcee., fill, axcavat!on, or &torc1ge or conetructlon mdter'lale (b) grade level chdnge&, except. fn lrmlted clrcumetancae-whsrs propoe-ecl Improvement using psrmeabls mc1ter1.:1 le. .:1rs determined b8 an arborl&t to be non-dstrlmenta I to the tree& root esretem. &-19n1rrcant Tree Maintenance: ( a! All •l9nlflcdnt tree• ehall "'" malntdlned for the life or the project 1ncluclln9 monitoring. (b) All elgnlf1c.9nt tree.; 6ha fl be pruned and trimmed ae neceesar~ to maintain c1 hea:Jl~ 9rowln9 condition or the prevent prlmar~ llmb rarlure. Thie requirement &hall not be Jnterpl".sted to d!Jow: <I! toppln9 of prlmar8 •temo (2) prunln9 that result..& In lhs Joas of 20 percent of vegetative mae& (3) cutting of major roote, except In preparation for trdne.plantatlon or ae deemed neceeear8 and / or dcceptable b~ d certified arborle>l. < 4) With the exception of dsdd, dle-eae.ed or ciarndged treee, •peclflcdll8 retdlned to provide wlldllfs habitat± other dead, dloeaaed, dama9ed or otolen planting •1-'<lll be r"pldc<Sd lmmedlate:18 or the next plantln9 eeaeon 1f the loe& doee not occur In a p!dntlng eedeon. z " w \ -~ . I,: I, I Ji - i1 I' I '" I f-- 0 (\j ,--. I I I I ', ",._j I \! ~ - SIGNIFICANT TREE REQUIREMENTS -~====c============c=c===e===cc==~~==== A ue.19nlflcdnt tree 11 la defined ae ~n exl&t1n9 health~ tree lhdt. I& not d b.azard tree (le. a tree tl-'<lt cloe• not have • hl9h propablllt~ of Imminent!~ f•llln9 clus to d debllltatfng dlaeae,s or etruclurd] derect> and that, when meaeured four c1nd one hdlf reel .:3bove 9rade, hae a minimum diameter or, I. e,u for evergreen treee, or 2. 121J for declduoue trees. S19nfflcant trees located In the inter'lor of the development prope>&dl, lncludrn9 eeneltive .:ireas dnd their buffers, &hall be retained In lhe reefdentlal e.ubdlvfe,ton dt the rate or 10 treee p,sr acre or rrve percent or euch treee, whichever fe, ~realer. A eJ9nJflcdnt tree md~ be credltecl as two tree& when It meeto one or rnore oF the following chdractsrlsts: I. The tree le. 18 Inches or 9reater In dlameter If. The tf"ee Je, located ln a 9roupln9 or at leaet f'lve tree& wlth Cdrioplee. that touch or overlap ffl. The tree provide& energ!-_I 6avln9e through winter wind protection or summer &hading ae, a reeult of ite, location reltH.lve to bullcUnge, Iv. The tree belong& to a unique or unusua I e,pecres. P!an modlfrcatlone, dnd tree replacement are permitted ae, rollow&: a. An~ e1gn1rrcant tree In the Interior rna!:J be replaced b~ another &lgnfflcant tree ln the Interior. b. rr the required mJmber or Ql9nrr1cant trees c,!wno-t. be retained, then non-efgnlfJcanl elzecl trees ma~ be rsta!ned or new tree.s ma::i be planted to meet the e.l9nlflcdnl tree requirement& d& follow&, provided that this rea&on for the purpoee of thle. eubeectlor1, the el9nlflcant tree to be replaced b~ the new or exletln9 replacement tree le d&&!gned a diameter or 12 lnchee,: I. When uelng replacement treee, meae,urln9 th-ee lnchee In diameter or greater (as msae.ured b~ cc.1lrper), o-r1e-halt Inch dldmeler oF replacement tree &hall be provided ror ever::i one Inch diameter ot el9nlrlcant tree to be repldced, and Jl. UJieri ue1n9 replacement trees meaeu,-1n9 le"&e than th""ee lnchee rn d1c.1meter, one 1nch dldmeter of replacement tree e.ha ll be provrcied for ever::i one Inch diameter of' elg~r1car1~ trde to be repldced. _ SIGNIFICANT TREE CALCULATIONS ~--~--,a PER KCC 10.B2.l&<o n-!E TOTAL NUMElER OF TREE:$ TO BE RETAINED SHALL ElE I@ TREES FER ACRE OR!:>% OF SAID TREES, WHATEVER 15 GREATER. TOTAL NUMElER OF TREES 15 214. &% OF 214 , II TREES -OR- TOTAL SITE $QUARE FOOTAGE • 33:>,412 S.F. • 1.1 ACRES 10 TRE~$ PER ACRE = 11 TREES REQUIRED TO ElE RETAINED 15 GREATER TOTAL 1-S:ETAINED 51C.NIFICANT TREES = 00 42 ·rREE5 51-JOWN AT 18" CAL. OR UNDER , I TREE CREDIT/TREE = 42 TREES 'o TREES SHOWN AT 18" CAL. OR OVER ,2 TREE CREDITS/TREE, 18 TREES ~ 2 demonslrctlss thdt a dlfrerent thlckrleee w111 provide condlllone sejulvdlent lo the eoil mols,ture plan lnepectlon proceeeln9. Mlti.9.atlon monftorlng ror S19n1rrcant provided b~ the &DS Foreater at the tlm~-of the 6r9nlfJci::1nt Tree ~ .. holdlng capacrt:, natJ'/e lo this eite. Repldceci topeort eh.ell! hove an orgc1nlc matter cont,snl c;f Tre:e ehall comm,ence upon accept..:1nce and approval of' thle R.ater1t1or1 plan review e.ta9e). The dCtual uonci w!!l need to be e,ubmltted ,.-] between e to 13 percent dr~ welsht and a pl-I &Ultable for the propooed ldndec.ope plant•. AS-ElUIL T pldn and laet for 3 ~ear• or 9row1n9 oea•on•. to DDES prior to project acceptance for field Inspection b~ the Land NUMElER OF FL ANTED SIGNIFICANT TREES REQUIRED, Jl E ~ ._ _____________________________________________________________________ u_._e_'"-•.:;P.;e~c-t1.o_n_u_n_,t ____________________________________________________ ..;~N;;Ul;;'1;;El;;;E;;;R~O-;;F-;;;;P.;;L~A;;;N~T;;E~D;;;.;S;;IG~N;;IF;;IC~A;;N;;T;;T;;RE~;;E;;S;;P~R;;O;;V;;l;;D;;E~D2=2~3~;;;;;;;;;;;;;;;;;;;;;;;;;;;,;~ ---1 I ! I I REVISIONS NO. DESCRIPTION/DATE BY I FINAL LANDSCAPE PLANS ESM 10-20-0~ 2 FINAL LANDSCAPE PLANS ESM 02-13-06 I 3 FINAL LANDSCAPE PLANS ESM 04-26-06 i -· I @e STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 --"'"" () -•a • ~ ~~m "'"' -C _, I I I a "'"' ~ ..J ~-~ u <O" w • -----" ~~m .c * ~NO "'~ ... ,. " ~~~ -~ ,:( (f) C cc !; C • --0 Q_ " , -0 w g::i3 0. u * • w Ww OU I CC ~~w z 0~ 0 0 --mu -' -' - (:J --z 0 w 0 (\J (') ~ " 0 C r: 0 • (:J ~ 0:, E z ::, 0) c,,< 0 '< C Q> ·-0 -~s >, C I-E • 0 Cl! ~:,; _J s i;? a :::i 0 VJ e tis () u ·o.~ (/) ~--C 0 "' [" Q C z > -' 0. 0 ~ Q) 0) l'.l () 0 (') <l> E --(') u. l I' i (/) <I! Q> 3: C ·c 3: • 00 . -" 3: CL ·-0 Q>~ C Wu .--=::O .2: :, ua. z f2 c., z :i: UJ ~ - z • :5 () z a._ ' ...J z • w 0 ...J ...J i= ~ z (I) (9 w (.') G:i z fr:: w -w 0 w -fr:: _J (/) I- 0 en I- I z w < (f) 0 I.J.. a. J -z -:, C) (/) ~ z ::J 0 (.) c., z ~ JOB NO. 1166-001 '"005 DWG. l'IAME: LA-Qj DESIGNED BY: LOK DRAWN BY; JLL/LOK/TG CHECKED BY: DATE: 04/25/2006 DATE OF PRINT, MAY 1 5 2007 L-3 20 OF20 SHEETS ii_-, Ml •.·· " ;!~ {Jl :,_, ~ Q -~ 0:: "' 0 I n L, / !:1 0 'ci. li-1 0 Cl / C, 2 r:, <f ;0 Ui {D -:-. .--0) • I Vl 0 WO 0 ('J -, ', I r,J 0 CL _J 0 > JESSIE GLEN A PORTION OF THE SW 1 /4 OF THE SW 1 /4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON REFERENCES 1) PLAT OF "NORTHWESTERN GARDEN TRACTS DIVISION NO. 4" RECOF<DED IN VOLUME 4 7 OF PLATS, PAGES 74, KING COUNTY F,ECORDS. 2) RECORD OF SURVEY RECORDED IN BOOI< 62 OF SURVEYS, PAGE 1 57, RECORDS OF KING COUNTY, WASHINGTON. 3) RECORD OF SURVEY RECORDED IN BOOK 129 OF SURVEYS, PAGES 125, KING COUN FY RECORDS. 4) F,ECORD OF SURVEY F,ECORDED IN BOOK 174 OF SURVEYS, PACES 291, KING COUNTY RECORDS. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUIPMENI AND PROCEDURES: IO" TOTAL STATION MAINfAINED TO MANUFACTUF,ER'S SPECIFICATIONS AS REQUIRED BY WAC-3-52-1.30-100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING rHE REQUIRE.MENTS OF WAC-332-130-090. BASIS OF BEARINGS LINE BETWEEN FOUND MO~IUMENTS AT THE SOUTHWEST CORNER OF. SECIION 3-5 AND fHE WEST 1/16 CORNER COMMON TO SECTIO~JS 33 & 4, TOWNSHIP 2.3 NORTH, !<ANG[ 5 EAST, W.M., AND SHOWN HrnEON AS N 89'40'54" E PEF, THE PLJ,r OF "NOfdHW[SrERI\J GARDEN rnACTS DIVISION NO. 4". FOUND l" IRON PIPE W/ TACK, IN MONUMENr CASE. VISITED 1/05 SECTION SUBDIVISION SW 1/4 OF SW 1/4 OF SECTION -53, T. 23 N., R. 5 E., SCALE: 1" =500' 1318.05' (1) S 89'33'47" E 1317.47' (ESM) W.M. . ' J7 1)--;5,,-:,,---------s E 188TH STREET ____ -------E I L[) ~ I r-0) lt.J -~ 0 V) 0 0J v Ow «-" ,t => z µJ -w;:,: I lo f-- .. -lO l() - : I z SITE C L-, SITE FOUND COPPER TACK IN LEAD PLUG IN CONCRETE MONUMENT IN CASE. VISITED 1 /05 ::::~ VJ -w ·~ 0 V) FOUND 2'' BRASS DISK W/PUNCII IN 4" x 4" CONCRETE MONUMENT IN CASE. 159879.8/ N 1306827,06 E 1598/2.53 N HELD FOR 1 /16 COF<NER. 1.305505 37 E $ VISITED 1/05 -53 3 . 32 3...._ _____ _ S.E. 192ND STHEET----(ff-=- ~ I 4 ___ __:;_:_N_8.:..9.:..'4-0-'5_4_"_E_1_3_2_1_.7_1_' -(-E-SM_) ______ / 11 I 1322 JO' (I) FOUNlJ 4 .. x 4 .. CONCRETE (BASIS OF BEARINGS) MO~IUMENT WITH PIN, IN MONUMENT CASE.. VISITED 1 /05 ! I I I ! ; / /··i EXCEPTIONS FROM TITLE REPORT LEGAL UESCRIPflON, EASEMENTS, COVENANTS, CONDITIONS AND RESTRIC !IONS AS SHOWN HEREON ARE rnoM APRIL 23, 2007. IN PREPARING IHIS PLAT, ESM HAS NOT CONDUCTED A~J INDEPENDENT TITLE SEAF,CH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS RELIED SOLELY UPON THE INFORMATION CONTAIN Ell IN SAID CERTIFICATE IN REGARDS TO TITLE ISSUES TO PF~EPAf<E THIS PLAT AND THERffORE QUALIFIES THE MAP'S ACCUF1ACY AND COMPLETENESS TO THAT EXTE~I r. l IHROUGH I 0) GE~IERAL TAXES AND ASSESSMENIS, IF UNPAID FOR TAX ACCOUNT NOS. 619840--0080-04, 619840-0100-00, 619840-0320-04, 619840-0120-06 AND 619840-0140-02 11) SUBJECT TO !HAT CONSTRUCTION DEED OF rRUST AND THE TERMS AND CONDITIONS fHEREOF AS CONTAINED IN INSTRUMENT RECOFmED UNDER F,ECORDING NO. 20060613000'.>52, IN FAVOR OF rnoNTlrn BANK. 12) SUl:lJECf TO THAT DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT F,ECORDED UNDER F,ECORDING NO. 20061 I 130025-50, /~I FAVOR OF rnONTIEF< BANI<. NOTE: SAID INSTRUMENT CONTAINS AN ERRONEOUS LEGAL DESCF\IPTION. 1-5) SUBJECf TO THOSE RESTRICTIONS, CONDI f!ONS, DEDICATIONS, ~IOTES. EASEMEN I'S AND PFmVISIONS IF A~IY AS CONTAINED AND/OR DELINEATED ON rHE FACE OF THE PLAT F,ECORDED IN VOLUME 4 7 OF PLATS AT PAGE(S) 74 IN KING COUN IY, WASHINGTON. 14) SUBJECT TO THAT EASEMENT FOR UNlJEF,GFWUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM A~ID THE TEF<MS AND CONDITIONS THEREOF BEIWEEN Ef,NEST H. AND BARBAf,A A. THOMSEN AND PUGET SOUND POWER & LIGHT COMPANY, AS CONTAINED IN INS rRUMENT RECORDED UNDER RECORDING NO. 9407060503. AFFECTS PARCEL "D". IHl LOCMION OF rl·IIS EASEMENT IS DEPICTED HEREON. 15) SUBJECI TO THAT EASEMENT FOR GUY WJF,ES, ANCHOR POLES AND ANCHORS TOGETHE!s WITH ANY AND ALL NECESSARY OR CONVE~JIENT APPURfENANCES THrnETo BENEFITING PUGET SOUND ENrnGY, INC,, AS CONTAINED IN INSTRUMENT RECORDED U~IDER RECORDING NO. 20070208002053. 16) SUBJECT TO THAT EASEMEm FOR TEMPORARY UTILITIES INCLUDING THE TERMS AND CONDITIONS THEREOF BENEFITING SOOS Cl,EEK WATER AND SEWER DISTRIC I, AS CO~ITAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 2007032100 1276. CONSULTING ENGINEERS LLC 33915 1st Way South #200 I (I) I {§} I ·@' I Federal Way, WA 98003 www.esmcivil.com FEDERAL WAY BOTHELL CLE ELUM (253) 838-611 J (425) 415-6144 (509) 674-1905 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture ~l ~-; ~~ u JOB NO. 116f)-001-005 DATE: 4-30~200"/ ~ 2 0.0.E.S. FILE NO. L05P0005 Drowino: I\ESM-JOBS\1166\001\005\plots\FP-02.dwg _;.; 0 " DRAWN: PAT SHEET 2 OF 5 i; 0: '----------------------------------------------·-------------------------------------------... ----------------------------------- r- 1\" Q I I ~ l'v\ N I " ·~ 0' C. "' E :J 1- 3: := ·o .c ,...: 0.. 0 ,. ci. ciJ' ~-~ VJ ·+-' 00 0.Q ./ l{) 0 0 ./ 0 0 'fu <D ~ ./ ~L 0 <{ -, I~ :;; .. Vl OCl w <b . C) Q_ . _J 0 > VOL. PG. JESSIE GLEN A PORTION OF! THE SW 1 /4 OF THE SW 1 /4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., , KING COUNTY, WASHINGTON LEGAL DESCRIPTION I A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. IN KING COUN"fY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL "t:.': LOT 4 IN BLOCK 1 OF THE "NORTHWESTERN GARDEN TRACTS DIVISION NO. 4". ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUN"fY, WASHINGTON. PARCEL "B": LOT 5 IN BLOCK 1 OF THE "NORTHWESTERN GARDEN TRACTS DIVISION NO. 4". ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON. PARCEL "c": THE EAST 30 FEET OF LOT 6 IN BLOCK 1 OF THE "NORTHWESTERN GARDEN TRACTS DIVISION NO. 4". ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON. PARCEL "D": LOT 7 IN BLOCK 1 OF THE "NORTHWESTERN GARDEN TRACTS DIVISION NO. 4". ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 70 FEET OF THE WEST 225 FEET THEREOF; AND EXCEPT THE WEST 300 FEET OF THE REMAINDER OF SAID LOT 7. PARCEL "0-1": A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS CREATED BY INSTRUMENT RECORDED DECEMBER 27, 1993 UNDER RECORDING NOS. 93-122721"13 AND 9312272116. PARCEL "E.": LOT 7 IN BLOCK 2 OF THE "NOfHHWESTERN GARDEN TRACTS DIVISION NO. 4". ACCORDING TO PLAT RECORDED AUGUST 24, 1950 IN VOLUME 47 OF PLATS AT PAGE(S) 74, IN KING COUNTY, WASHINGTON. APPROVALS DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS DAY OF -----, 2007. DAY OF _____ , 2007. DIVISION DIRECTOR, LAND USE SERVICES DIVISION KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF _____ , 2007. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: 619840-0080-04, 619840-0100-00, 619840-0120-06, 5-19840-0140-02, 619840-0320-04 KING COUNTY COUNCIL EXAMINED AND APPROVED THIS DAY OF _____ , 2007. =c~=c=-=--,--,-~--~~---ATIEST: CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS __ DAY OF _____ 2007. FINANCE DIVISION MANAGER, FINANCE DIVISION DEPUTY LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF "JESSIE GLEN'' IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIQNS OF THE PLATIING REGULATIONS. ~/2.r~ ?>/Jo/07 PROFESSIONAL LAND SURVEYOR, MICHAEL R. BOWEN CERTIFICATE NO. 29294 ------------------ BUS INES S NAME: ESM CONSULTING ENGINEERS, LLC. ADDRESS: 33915 1ST WAY S., SUITE 200 CITY, STATE:, FEDERAL WAY, WA 98003 PHONE: (253) 838-6113 RECORDING CERTIFICATE RECORDING NO.------------- FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS DAY OF 2007 A.D., AT __ MINUTES PAST .M. AND RECORDEO IN VOLUME OF PLATS, PAGES , RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS : i ' MANAGER SUPERINTENDENT OF RECORDS DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC ?URPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES. AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUrn, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED. AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE. SURFACE OR SUBSURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL. NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. HAl~DS AND SEALS: l'.~E~ LIABILITY COMPANY ':' ?'r,m , Jt{tZ{@!~ / TITLE rfce }~l&i/tt( r· ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) ss COUNTY OF KING ) ON THIS 2_") DAY OF Apr,'/ , 200'7, BEFORE ME, THE UNDERSIGNED N TARY PUBLIC IN A['ID FORTHE STATE OF WASHINGTON, P RSONALLY APPEARED i • S M. )'\ TO ME KNOWN TO BE f" __ OF JPS OLDINGS, LLC. Ti-hi;f EXECUTED THE FOREGOING INSTRUMENT, A D ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTAf<.Y ACT AND DEED OF SAID COMPANY FQR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT -~ ~='--WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITIEN. DATED: Lf/21)/01 ~ SIGNATURE OF NOTARY PUBLIC:~~-· PRINTED NAME oF NoTAHY PUBLIC: ...Joy l .. M bbs RESIDING AT: Bat1.11JUf l,4.KJ, MY APPOINTMENT EXPIRE~:-~-=+-/~(2./__.f~( ______ _ ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) ss COUNTY OF KING ) ON THIS 51.'1 DAY OF .Uprt \ , 2007, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED IJ;'\\t"!!!'I l~(. U.\•"' 1, TO ME KNOWN TO BE t1,&•,~ 1· OF FRONTIER BANK THAT EXECUTED THE FOREGOING INSTRUMENT, AND 'AcKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID COMPANY FOI\THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT _..h~t:.--WAS AUTHORIZED TO EXECUTE SAID l~ISTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITIEN. DATED: A '{Hi' .s-~ J. ~ * SIGNATURE OF NOTARY PUBLIC:~-~ .... , PRINTED NAME OF NOTARY PUBLIC: ri,.~u K. ~~ RESIDING AT: _ _,__R--"t"-'""'--'-1--'CO"'-'--''------------- MY APPOINTMENT EXPIRES: _~5"~-_( &f_-_f (} _____ _ CONSULTINIG ENGINEERS LLC 33915 1st Way South #200 I G I {tt I~ I Federal Way, WA 98003 FEDERAL WAY (25J) 838-6113 BOTHELL (425) 415-6144 CLE ELUM (509) 674-1905 www.esmcivil.com en o C N ;;-g Civil Engineering Land Surveying E "-Public Works Project Management Land Planning Landscape Architecture L~ n : t Drawing: \ \Esrn8\engr\ESM-JOBS\ 1166\001\005\plats\FP-01.dwg JOB NO. 1166-001-005 DATE: 2-06-2007 ~£~0_._o_.E_._s_._F_1_LE __ N_o __ ._L_o_5_P_o_o_o_5 ____________________________________________________________________________________________________ ...__o_R_Aw_N_: __ P_AT ________________ s_H_E_ET.....,.1_o_F_5 __________ ..... I '· I r----.,.-----------------------------,,:,., .... ..,..~~~,.,.-.. :.,•:.·.• -~'.•.,, ..... ,.><.;,,i·~J'l:>',,.,-~,.;,,-t"V-'-'~'!'!',,':>t-:l,!1.'.Wl"-.,.,ic,.~·-.\·•~-•-,. • .,.1,, .... ,.,t<,,•-------------------------------------------------------------,...-~ ..... -~~----'""'11 VOL. PG. C) o_ ~ _J 0 > 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 _J ' I 0) 0 0-J 0 "1 w " L{) 0-J ~I z Cl N . ' ,,,. 140.55' JESSIE GLEN A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W,M., KING COUNTY, WASHINGTON I I 629.43' I 105.00' [['7'-N-( 11 /.87' ~--1 '.-'-'--10· 122 16' ~ @ <<N89'48'53"W • 15J.49'>> 40.00' 50.00' 53.85' j 15 30.01' 68.48' 0 ~ ~--sS:-oo; -1 S. E. ~ 189TH PL~'</"0> 01 7 15 /?CJ 16 I l[) -l[) '°w n -N O <Jl ';;! 1 s;-© §? n © s;-a, v,.A 21 ~r- I . w . Cf) w > <( I 1- (0 ,- ,- 12' A to .... 00 0) N <D l[J tn c:i n I l{) N89' 58 '59" W N89' 58'59" W ,,,-----'--"""J8'-"'9..,,' 3'='8;..,,' 41..f7.,..".:.:.W ____ -l- 105 .00' 84.88' t,0 , ... '.' </ "'\".) 88.04' 20 I r ~8 14 LU iO 1 7 ow ~ O s I i a O I ~ © . g I \I/\ ~-0 ; t st 0 ",,; ff"\ ~ '(;\ st o~ o.o-,.If' 10. _ 17 50~i 7.50' v ~ \:::.J , V ,I " \.::,I _;: I N89'">R':'i "W 105.00' N89'58'59"W 105,00' I w I N89'58'59"W 109.27 b §?/'" -' ' ;:,;,"' 0-"(6' 01 · 32.39' · Ss 03)~ ~I oo· ---"-0-2 o.o, I I 1 \ lf: 1---,f----'-'4~,;""'_o~o""·-"'-"i,-,.,:.-4.,..o"'"".*oo;;,.;,~"'-r---4.,..,0.,..,_o""o,:--:,--'-r"-"-'"-"':-40""'.""oico,· ~-,=-=..,.4,.-5."o~o·· --tl--i ·~ W ;"11---11-..,.4.,....5_-=o""'o~· -=-=--,-=c-'-~~6~4"'"'.2"""7"'"· -J, .... \-, ---io 1;:r, I '.::: ~ 0 -V. z /") i-------N- 39~~""6"'-;8 ~,...,~cc-~·--·w ___ +-1 -i t / LOT 4 1 BLOCJ,< -J J ; Z ~ J u'~1>, ~ --;f; 2 I ~ u, CD • ~ <( 8 /,,',, n .,,-----C '\ 1 /VJ-.......... l{) 0 0 tj-I ~ § ~ ; I g ~ 8_ 1 0 ·; 8 1 1 ~ g ; 8 1 3 I ~ 2 ....1: ~ I 1 a ~ 1 9 9-if\ ~ c, o"' N8,<P.53"W . . I ~~ ~g lg 12 ~g @ I I-~,_~ I © ~o~~ /j ~~-,~~~-}' 96.41' I ~. \ ~ t<,,;,,/ : ~~ ~---3_ --\ ~ \ cj>-~~ ~~ =-u@J1~ ----,---) ~~ ~'~--~~--~~ --1---------1>/ - .-111• Q © \ :-1 °_:, ---...._ _._ ---.-__./ ~:::,) ,--\0/~ '----.--~'\":> c;,.. t'. ~t:t~~·! 1 ':?;," ~ ~,--'c/_1 5 ___ _..._NS ... 9-:,:'-::48"':'':7-5-:-3' .... ' w ______ -'\.'+=>rl,,,?- 0 06'~~~6' --l-~9..1... __ 4_0_.o_o_· --L-~4_o_. o_o_· _..1.-__ 4_0_. o~o-· _ _.__L_1_6-+' .-::;./;.._, ___ 7_6_ ._o_o_· __ '------1--•L_1_7__,__L_18_r-· \Y ;:: ~ \~. ---,·---~(I?) w ·-o ?o -ci Oo b- 0 z I ' 22/ I I fl/ TRACT B PARK • I' ~" 97.66' ' I t I , • I ON ' )? ',,_ 0.... n--,.., . s6' CJ @ 0 b n \ ""· I I cS' ,?'><-, L{J 16 lf) 0 \1J · 4 i', us~ "' N89.58'59"W 336.93' '.::: z \d\ C"-., z o I ,, <;,,,~ . oo, -----~---~-------____ _,.~ .... ; \~ ;J-6'"' (!) 0 0 0 0 ~ ~ \x~s~/~ C's ~ 1 S. E. 189TH PLACE 1 G . \:' \ \ ~ _,tx~r/~ ;... V) • , ~ , , . t;, r,:;-i is· N89'48'53"W ;-:/ .....) o v ' cs ' 2' 38,91' ' z /\ \ __\ \J' ,---------0 ~-.. W t--------'-'-"'".""io"'6""_6""3*,....:..:....------'-,~: ,: ..__ _Ls_ 4_o._so· __ 42_.o_o· 1~ _17_' 41_.o_o· _,_ _4_2.00_· ____ 42_.oo_· _ 42.00· _42_.o_o· ___ C,2_21 ...--.,,...., \ ~ 5 I 8 t ' N26'17'23"E(Fl) -@ .--L--~. \ \ I ~ ~ ii-1 N @] 1(J' CJ ~, I' \ n ©:I9) I ~ ~ \' ~ ~ CJ ·: o ·: CJ ; o ,w ~ o ~ o ~ CJ ~ i <} \ l~ / ~.~ 107A9' z L6r"" 23 :. 0 24 ;__ 0 25 ;__ 0 26 . 0 27 ~g 28 ;_. 0 29 ;... 0 30 . 0 31 LL 1V N89'48'53 w 127.49' J t b 21, bg gg gg gg ~i?, gg ~g ~ I I "" 0 "" 6 TRACT E/ ~: @ ~ §; @ §? @ §? §? §? ~ ~ c 15·@)--1./'\! "" z , ; 09 @ 'S~ LOT 0, BLOCO< -J ~ ~ I~;\ "/..; 0 1.;;2.J,' ---~1~2;.:,;8,.;.:;4_,8,"''-;,;,.,--~1·2·-~_,;,i;~.-l'~·-,::-::,;,.·-·~U-:--:;.;.·--·--~··u~--;..,--;..··-···,.;;;..,;;:U;.,1,,.ii;;~--~-~-~-,;.5~···Q~ ..... m:.:o::..·...,...:--......... -40_._s_o_· --~-4;:;,.2a,;,·:a:;00._'_,.........i._.;,4~-? ... o.:.,w,n' ____ ,:-4•2 .... o ... o .. • ~...,.. __ 4,2 ...... o_o_·~ ....... ---42 ... ""o ... o· __ i.-.,,~-~4-_2 ... ::.o_o .. • ______ 4_2_._oo .. ·...,. ___ .....,~~7~4~9-o_· __ ............. _-rn ·rl I I I I CD 0 ,~ I I I , ·· ·· [s:JD -c' lo.6"¥1 N a9·5s·59'; w 599.as· ~i~s1 10.0· N , 11 2· N 1 L-..E-GE~ND!...___ __ -..!:a== @ ~ 1 1 1 1 1 1 : ~ SET CO~ICF!ETE MONUMENT IN CASE srAMPED "Ls 29294" ex:> / ...---------st,_ 0 I I c-u-Rv_E_ ciE~--~_E_.-_r~_EB_N~-~-H-~R-A-01u-s ~ LINE~~~Ji~~_L_E _LENGTH-~I l-/0, / Cl 88'45'51" 38.73 ~(io L3 N62'00'46'J_,_ 9.64 W ':J 'J ~ c2 90·00·00" 58.90 37.~-0 L4 N30·32·ssE 20.33 Lo-r 8 1 BLoc}<: -J I I I ~--c:s-· 2B"10·21" 36.88 f5.e10 ,__L5-N36-.3-2-·s-J/'~E~t----=-22c-_=7=-7-, ~ / C4 15,16 ,44,, 20.00 75.9Q_ L6 NS9'48'5S_w_,._2_0 ___ 00-· Bl"') I / / / _cs 20·25•39" 25.76 15.00 ~-Noo·11·07"E _12_,g_1__ '"" C6 26' 16'22" 34.39 '/S.00 LS N89'58'59"W 3.01 ' I C7 3' 32'52" J, 10 50,00 L9 N89'58'59" W 5. 15 .--I I I CB 110'37'59" 96,55 50.00 L10 N57'34'13"W 23.69 O C9 24'04'51' 21.02 50,00 __ L_l_l __ N,fQ~;lT3CJ"f ~:00 z I I I I 1, ' j'--1 / "'-)> ClO ~29'0~3if~:JJ--~.OO L12 N40'31 '29"W 20))0- '· J~ · 1.13 N58'07'16"E 25.01 ~--·· )r_'1 f/ • FOUND MONUMENT AS Norrn 0 EXCEPTIONS FROM Tl rLE REPOFn SEE CORRESPONDING NOTE ON SHEEr 2 OF 5 LOT RESmlCTIO~J / ENCUMORANCE SEE COF<RESPO~JDING NOrE ON SHEET 5 OF 5 U IILITY EASE MEN r SEE CORF,ESPONDING ~JOTE ON SHEET 5 OF 5 F, = F,ADIUS 6 -DELTA L _ L (R) ARC LENGTH u 1 /y.; ,7 -~_.· _____f_11 4s·o9· tr," 42.oJ ..:_.so:o_o ---·i--c-::-,,...--1 \ , • I 1 C12 46'",J'1_,[" 40.92 50.0_0 , ~ L16 N89'58'59" '.N 20.00 ' ,~ r r I r c13 a2·20·15" 35.93 2s.0Q_ -.:::.::.i.c..c::.., s}Jf=-'f=-'-r L.,. 01~ 5 C 1 6 90'_10'06" 62.95 40.00 _J,._12_ _N89'58'59"iV_ ~:.9.9_ r I f,AIJIAL LO r LINE / l~Al)IAL BEARING Ar LO r CORNER << >> OVERALL LINE LENCIH lo~s:=B) = ENCF<OACHMENT DISTANCE AND DIF,ECTION AT LOf LINE OR POSITION --x,----WIF<E FENCE ----{)---0- ----D----0- CHAIN Ll~IK FENCE WOOD FENCE SCALE: 1" = 40' 40' n 80' L 18 _ .N89'5. 8'59' V'L__ 18.94 C 17 90'00'00" .39.27 25.00 --.. -·-·---- C 18 90'00'00" J9.27 25.00 L 19 N55.29' I /L 33.64 L3D N38' 39' 3 (.'I'{_ I 11.62 L31 N01'20'50"[ 148.62 L32 N01'2D'iLE 151.55 L3_:5 __ N70'16'39"W 26.17 L34 L35 L36 N00'09'5 I~_ N 15' 13'27"'!1_ N48'55'59"W 61.05 25.16 25.74 CONSULTING ENGINEERS LLC 33915 1st Way South #200 I @) I ff) I~ I Federal Way, WA 98003 www.esmcivil.com Civil Engineering Land Surveying Public Works Project Management JOB NO. 1166-001-005 DATE: FEDERAL WAY EJOHICLL CLE ELUM (253) BJB-6113 (425) 415-6144 (509) 674-1905 Land Planning Landscape Architecture 5-2-2007 D.D.E.S. FILE NO. L05P0005 DWG NAME: \ \ESM8\ENGR\ 1166\001\005\PLOTS\FP-03.DWG ~-~· DRAWN: PAT SP SHEET .3 OF 5 _J 0 > JESSIE GLEN A PORTION OF THE SW 1 /4 OF THE SW ·1 /4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LOT 8; BLOC}< -J B- TRACT B VOL.; PG. DF -6 LEGEND Li SET CONCRETE MONUMENT s:• IN CASl SfAMPED "LS 29294" e FOUND MONUMENT AS NOTED [B N89"55'58" E 375.03' -----------------1.---,_..;;;;;;;..... ___ _.. ______________________ , ____________________ _ L25 [o.crvr1 w ~-r-N . 0 I[) • NO ;._" 0 z 32 ©@ w ~-.-N . (() l{) . NC() ;._ I' 0 z N tO IX] r, w C--1 :" N 0 N 0 l{) 0 z E 33 [B -- '° N88'38'38"W L() .---------------" ~ 1 ;;· IO'~!j. @ I I~ Cl w 0 01 ci :" v ~ N 0 z •'1 ~ r-. v L ,142.ot N88'38'J8"W --- 103.:,0' 34 12' [El @) I ' I ~ \ __J '\, IL23 ~.' @ 146.57' N89'55'58"E ~·1"1.1-~ r-----8-. -E-. 1 91 ST ST:. 40.00' 40.00' c@]: ---- @4' 7 ; r> I Or D~ }< -J z z z 0 0 0 q ~ q 0 0 ~ 0 ~ ci .j,. 38 ;-..J .j,. 39 •..J ~1,0 c:i ~ c:i ~ ~ ~ V: 0 N N N ' • < < ' :,, @ ~ LL, LL] _] n > ..>· CJ __ ] LL] co 0 0 EXCEPTIONS FROM TITLE REPORT SEE CORRESPONDING NOTE ON SHEET 2 OF 5 LOT RESIT<ICTION / ENCUMBF<ANCE SEE CORF~ESPONDING NOTE ON SHEE f :i OF 5 UTILITY EASEMENT SEE COf,RESPONDING NOTE ON SHEE r 5 OF 5 R = RADIUS 6 DELTA L = ARC LENGTH (R) = RADIAL LOT LINE / RADIAL BEARING AT LOT COF<~IEF~ << >> = OVERALL Ll~IE LENGTII " cc-~-=.5-=-5c-, -,-NJ= ENCROACHMENT DISTANCE AND -DIRECTION AT LOT LINE OR POSlflON ·;,.-----x--WIRE FENCE CHAIN UNK FTNCE WOOD FENCE LL] LL] 50.07' L 98.5:1' 46.44' 40.00' 40.00' ---------------------9-~~-..J.---.r-..~~-----+---~-~~------------...,.....-- -2.49' "~, r,., I I L25 ;. ----- ;:.._ -, 40.00' L___ ~ 40.00' 40.00' -_rr 16' ---· --- 15 4' z z 0 0 ~ q ~ ~ ~ ~ q ~ ;-..J 0 ;-..J 0 ,J .r) fJ .i,. 40 .j,. 41 oc-~ 0 0 0 vi '---! 0 ~ I'-.{ N, < @ < 40.00' 40.00' I I N-AROUND LINE TABLE LINE BEARING LENGTH L21 ~J57' 39'41" W 12.35 L22 N01'21'22"E 28.87 L23 N88'S8'38"W 5.00 L24 ..J'lO 1 '.2.J..1.£'.!_ 16.17 L25 N89'55'58"E 30.01 L26 N89'~i5'58" E 8.41 S. E. ··------- f@J10· 1 40.00' 40.00' 13' - 14' 1 I I N89"55'58" E 191ST STREET - @ 630.11' - 741.5!:i' <'140.00' 40.00' 40.00' 40.00' " ~ 630.11' -------- r---- 40.00' -T ---------·--~ --------- @ z z rt\ 0 0 q ~ q ~ ~ 0 0) 0 ?' .j,. 42 .p. 43 0 ill <D (J1 0 0 I'-.{ N, < < 40.00' 40.00' WIRE -~ENC(',[t:::::::s::::J I0.9' s I CURVE TABLE f---------- CURVE DELTA LENGTH C19 88'34'36" 85.03 C20 91' 19·4~:'_ 39.85 f---·----· C21 88'34'36" 55.65 z 0 q u ·"- c:i N, ~ ~@2· LOT 7 j BLOC}< ((l z z z 0 0 =: ~ ~o ~ q ~ ~o ~ (J) 0 (J) 0 OJ 44 . ·"-45 .j,. 46 i,. 47 ()J --..J -..J OJ .j,. 0 co 0 N 0 01 .N N, N, ' :;;: ~ :,, 40.00' 40.00' 40. 00' 40.00' . .tJ ·-·O N89'50'55"E 960.57' I NOflTH\.JV .EST.EflN GJ.-\flDF"N TflJ.-\CTS DJV JSJO N J'-10. 4 ·- RADIUS --- 55.00 25.00 ----- 36.00 2 , , ,, (-] () ~-48 (.) "-\ •. 40.00' -,"}--------- I 11 I z 0 -· 0 ;;; ci • .j,. {)) ~ 00 ~ "-J= :,, N89'55'58"E ---- 40.00' ---- z 0 .~ q 0> 0 49 .j,. u, .j,. 0 N, :;;: 40.00' [2=:s:J . N 89'50'55" E 960.57' 42' F~ADIUS TEMPORARY TURN-AROUND ---~----·---- ' 224.62' l@l10· ------- EXCLUSIVE EASEMENT ro PUGET SOUND ENERGY TRACT D l)f~AINAGE FACILITY ® WIRE FENCE "247.51' ' ~_J I Ul ~ -- r--- ~ ---- SCALE: 1" = 40' =- 30.05' ----- 0 <D w :~ -('< 0 -- <"I tO ci 01 ..-. .- 0 z & ' 40' I -· I ,-- I I . w I . (J) I w > I <( I I I-I 0 (\J I .,..... L_ 9 50' n [g_,_1~ I I CONSULTING ENGINEERS LLC 33915 1st Way South #200 I @ I @ I~ I Federal Way, WA 98003 www.esmcivil.com FEDERAL WAY BOTHELL CU, ELUM (25J) 8.38-61 lJ (42,,) 415-6144 (509) 674-1905 Civil Engineering Public Works Land Surveying Project Management Land Planning Landscape Architecture JOB NO. 1166-001-005 DATE: 5--2-2007 D.D.E.S. FILE NO. L05P0005 DWG NAME: \ \ESM8\El'-IGR\ 1166\001\005\PLOTS\FP-04.DWG DRAWN: PAT SHEET 4 OF 5 -/ VI [!J Q ~ I = a, VJ C:'! w °' / L f·'- CJ' 0 C 0 '1.l r~J /-...._ O'.l N E ~-"' \[) (_') 0.... "' _J 0 > Ii 1, JESSIE GLEN VOL./PC. A PORTION OF THE SW 1/4 I i I OF THE SW 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON NOTES I 1) THERE SHALL BE NO VEHICULAR INGRESS OR EGRESS DIRECTLY ONTO 116TH AVENUE S.E. FROM ILOTS 1 fHROUGH 6 rHAT ABUT IT. ACCESS SHALL BE FROM THE ON-SITE STREET (S E. 189TH PLACE). 2) ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS P#4142 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) AND/OR THE DEPARTMEN r OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSfEMS, THE SYSTDAS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH SAID PLANS. ALL INDIVIDUAL STUB-OUTS AND INFILTRATION SYSTEMS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. 1 I 3) A REBAR AND PLASTIC CAP STAMPED "ESM, LLC 29294" SHALL BE SET AT ALL REAR LOT CORNEF{S AND LOT ANGLE POINTS, EXCEPT AS NOTED. THE INTERSECTION OF LOT LINES WITH STREET IMPROVEMENTS SHALL BE REFERENCED BY A BRASS TAG srAMPED "L.S. 29294" SET IN !THE TOP OF CURB OR THICKENED EDGE OF ASPHALT ON THE EXTENSION OF THE LOT LINE. LOT CORNERS OR STREET MONUMENTS NOT SET AT THE TIME OF PLAT RECORDING SHALL iBE BONDED FOR AND SHALL BE SET AS CONSTRUCTION IS COMPLETED. 4) SIDE SEWER STUBS HAVE BEEN INSTALLED WITH THE CONSTRUCrlON OF THE MAIN SEWEf~ SYSTEJ. THE INVERT ELEVATIONS OF THOSE PIPES WILL DETERMINE THE MINIMUM FINISH FLOOR ELEVATION REQUIRED TO OBTAIN GRAVITY FLOW INTO THE MAIN SEWER SYSTEM. I 5) TRACTS A, B, C, D AND E ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330; A "TRACT' I IS LAND RESERVED FOR SPECIFIC USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOH PURPOSES OF «ESIDENTIAL DWELLING CONSTRUCTION. i i 6) rRACT "A" IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 14, 15, 16 AND 17. OWNERSHIP OF SAID LOTS WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "/i.', AND AN EQUAL AND UNDIVIDED RESPONSll31LITY FOR THE MAINTENANCE OF SAID TRACT. DIRECT VEHICULAR ACCESS TO AND FROM LOTS 13 AND 18 I/IA TRACT "A' IS PROHIBITED. i I 7) TRACT "B" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS HEREBY DEDICATELl AND CONVEYED TO THE JESSIE GLEN HOMEOWNERS' ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "B". ALSO, FOR THE PURPOSES OF TA;< ASSESSMENT, TRACT "B" IS DESIGNATED AS "COMMON PROPERTY' WlfH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BE f,ffLECTED ON THE TAX STATEMENT FOR EACH INDIVIDUAL LOT. THE IHOMEOWNEF,S' ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE ASSESSMEN rs APPURTENANT TO TRACT "B". SHOULD THE HOMEOWNERS' ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "B", OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 49 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID \RACT AND FOR ALL APPURTENANT FEES. 8) TRACT "C" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS EGRESS PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE Ov\l~IERS OF LOTS 32 AND 33. OWNERSHIP OF LOTS 32 AND 33 WITHl~I THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN ~RACT "c", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. DIRECT VEHICULAR ACCESS TO AND FROfA LOT 36 I/IA TRACT "C" IS PROHIBITED. I i 9) TRACT "o" IS FOR STOr<M DRAINAGE AND IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY i UPON THE RECORDING OF THIS PLAT. KING COUNTY SHALL BE RESPONSIBLE FOR rHE MAINTENANCE OF SAID mACT AND THE MAINTENANCE, REPAIR AND THE REPLACEMENT OF THE IMPROVEMENTS CONTAINED THEREIN. 10) TRACT "E" IS A PRIVAI E JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE lND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 5 AND 6. OWNERSHIP OF SAID LOTS WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT '/ E", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOF< THE MAINTENANCE OF SAID TRACT. DIRECT VEHICULAR ACCESS TO AND FROM LOTS 4 AND 23 I/IA TRACT "E" IS PROHIBITED. I 11) THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P#4142 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIF<ONMENTAL SERVICES (ODES). ANY DEVIATION FFlOM THE APPROVED PLANS WILL REQUIRE WRITTEN APPF,OVAL FROM If-IE PROPER AGENCY, CURRENTLY ODES. 12) AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, ANY CABLE ~V COMPANY AND ANY COMMUNICATION COMPANY, AND THEIi~ RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH ANO ADJOINING THE STREET FRONTAGE OF ALL LOTS AND IRACTS, AS GRAPHICALLY DEPICTED ON SHEETS 2 AND 3, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TELEVISION AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TELEVISION SHALL BE PLACED OF, BE PERMITIED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATIACHED TO A ~UILDING. 13) TRACT "8'' IS SUBJECT TO A 15' STORM DRAINAGE EASEMENT DEDICATED TO KING COUNTY UPON 1.tHE RECORDING OF THIS PLAT. KING COL,NTY WILL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF STORM DRAINAGE FACILITIES CONTAINED WITHIN THE EASEMENT. TRACT "8' IS FURTHER SUBJECT TO A 15' WATER l\l,JD SEWER EASEMENT DEDICATED TO SOOS CREEK WATER AND SEWER DISTRICT. SOOS CREEK WATER AND SEWER DISTRICT Wll.L BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF WATER AND SEWER FACILITIES CONTAINED WITHIN THE EASEMENT. I' 14) TRACT "B'' IS SUBJECT TO A 15' PUBLIC ACCESS EASEMENT DEDICATED TO KING COUNTY FOR TH~ MUTUAL BENEFIT OF THE PUBLIC AND THE OWNERS OF ALL LOTS IN fHE PLAT. THE JESSIE GLEN HOMEOWNERS' ASSOCIATION WILL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE PATHWAY CONTAINED WITHIN THE EASEMENT. I 15) LOTS 25, 26, 39, 40, 43 AND 44 ARE SUBJECT TO A SIDEWALK EASEMENT AS DEPICTED ON SH1E, TS 3 AND 4. 16) SCHOOL IMPACT FEES: THE RENTON SCHOOL DISTRICT HAS NO REQUIREMENT FOR THE PAYMENT OF SCHOOL IMPACT FEES AT THE TIME OF FINAL PLAT APPFlOVAL. SAID SCHOOL IMPACT FEES SHALL BE ADDRESSED AT THE TIME OF BUILDING PERMIT APPLICATION ACCORDING TO THE KING COUNTY CODES IN EFFECT AT THAT TIME. 17) THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIIGNED FOR NORTH-SOU rH ROADS WITHIN fHE RANGE OF 18900 TO 19135 AND WITHIN THE RANGE 11600 TO 11999 FOR THE EAST-WEST ROADS . INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. ' \ ~-,.__ ROAD MPS FEES PER KING COUNTY CODE 14. 75 FOR LOTS 5 THROUGH 49: I THIS PLAT IS SUBJECT TO KING COUNTY CODE 14. 75, KING COUN fY ROAD MITIGATION PAYMENT ~YSTEM (MPS). FOf~ LOTS 5 THROUGH 49 OF THIS SUBDIVISION, THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE rn,IE OF BUILDING PERMIT APPLICATION AT !THE RATE IN EFFECT AT THAT TIME. ROAD MPS FEES PER KING COUNTY CODE 14.75 FOR LOTS 1 THROUGH 4: , I FOUR RESIDENTIAL UNITS WERE EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOF~ TO THE I APPLICATION FOF, DEVELOPMENT OF THIS SUBDIVISION. LOTS 1 THROUGH 4 OF THIS SUBDIVISION SHALL BE EXEMPT FROM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE l<ING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4 . . :--=--=----' 19) STREET TREES PURSUANT TO KCC 21A.16.D50: THE STREET TREES LOCATED IN THE LOTS OR TRACTS SHALL BE OWNED AND MAINTAINED BY THE OWNERS OF SAID LOTS OR TRACTS. THE STREET TREES LOCATED IN THE STREET RIGHT OF WAYS SHALL BE OWNED AND MAINTAINED BY THE .JESSIE GLEN HOMEOWNERS' ASSOCIATION, UNLESS KING COUNTY OR SUCCESSOR AGENCY HAS ADOPfED A MAINTENANCE PLAN. I I 20) THE JESSIE GLEN HOMEOWNERS' ASSOCIATION WAS ESTABLISHED ON JANUARY 31, 2007 UNDER APPLICATION NO. 767045 AND IS ON FILE 1~1 OLYMPIA, WASHINGTON. 21) PARKING RESrnlCTIOM: i NO PARKING IS ALLOWED ALONG ONE SIDE OF S.E. 189TH PLACE AS DESIGNATED BY THE KING COUNTY DEPARTMENT OF TRANSPORTATION. rHE PURPOSE OF THIS f,ES IRICflON IS ro PROVIDE ADEQUATE ROAD WIDTH FOr, THE ACCESS OF EMERGENCY VEHICLES. I 22) PRIVATE DRAINAGE EASEMENTS: THE PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1, 3, 4, 5, 8, 9, 11, 12, 13, 14, 17, 18, 21, 22, 25, 26, 27, 30, 34, 35, 39, 40, 42, 43, 45, 46, 41 & 4tl AND mACT "f'.:.' IS FOR THE BENEFIT OF LOTS PER THE ACCOMPANYING PRIVATE DRAINAGE EASEMENT TABLE. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF HIE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE: MAINTENANCE OF THAT PORTION OF THE Df,AINAGE EASEMENT USED l~I COMMON. i 23) LOTS 33 AND 36 ARE SUBJECr TO A 5' NON-EXCLUSIVE UIILITY EASEMENI BENEFITING PUGET SOUND ENERGY AS DEPICIED ON SHEET I\. 24) AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SOOS CREEK WATER AND SEWER DISJRICT, THEIR SUCCESSORS AND ASSIGNS, UNDER AND UPON LOTS 15. 22, 32, 33 AND 34 AS GRAPHICALLY DEPICTED ON SHEETS 2 AND 3, IN WHICH TO INSTAl.L, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAl~I WATER AND SEWER FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH WATER A~JD SEWER SERVICE, fOGETHER WI rH THE f,IGHT TO ENTEII UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN. STAT[D. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIi< ORIGINAL CONDITION BY THE UTILITY. 25) LOTS 34 THROUGH T/ ARE SUBJECT TO A 42' RADIUS TEMPORARY TURN-AROUND AS DEPICTED ;ON SHEET 4 OF 5. THts-'ftJRN-AROUNfr~iHAt:1::-BE--E+-=.:EC.IJl(~,..SUC~!--llME 'AS-A-.~~-rneM-l-l-7-'FH-Pi:AE;E--SGlffl'lEAS+-lO-SQUJl:lE:t',~T _l_gZ-N.O.....STRffl IS ESrABL1$HED AND ACCEPTED BY KING COUNTY:--, PUBLIC DRAINAGE EASEMEN r RESTRICTIONS STRUC fURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OU fBUILDINGS OR OVERHANGS SHALL NOT BE PERMITTED BEYOND THE BUILDING SEfBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING A~m CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY ODES OR ITS SUCCESSOR AGENCY. KING COUNTY DRAINAGE EASEME~IT AND COVENANT: ALL DRAINAGE EASEMENTS WITHIN THIS PLAT NOT SHOWN AS "PRIVATE" ARE HEREBY GRANfED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYl~JG, STORING, MANAGING AND FACILITATING STORM AND SURFACE WAfrn PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF OF,AINAGE FACILITIES ON Pl~IVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OW~JERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUN rY REAL ESrATE SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOf~ TO FILLING, PIPING, CUHING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE fAAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, fJONDS, ETC), OR PERFORMING A~IY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHl~l SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENOEl) TO cACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LA1\JD AND IS BINDING UPO~l THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PRIVATE DRAINAGE EASEMENT COVENAN r: THE OWNERS OF Pf,IVATE PROPERTY WITHIN ff·IIS PLAT ENCUlvlBERED WITH DF,AINAGE EASEMENTS SHOWN AS "PRIVATE". HEREBY GF,ANT ANO CONVEY IO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT IHE OBLIGATION TO CONVEY OR SIORE STORM ANO SUFsFACE PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAIU DRAINAGE EASEMENI FOF, THE PURPOSE OF OBSERVING THAT THE OW\JEW:i ARE PI./Of-'f:.llLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE f<ESPONSIBLE FOF, OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID ORAIW,GE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIFffD PERMITS, FROM THE KING COUNTY DEPAfHMENT OF DEVELOPMENI AND ENVIRONMENTAL SERVICES PF,IOR TO FILLING, PIPING, CUHING Of, REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTE~IANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS. DITCHES, PONDS. ETC.). OR PEfWORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILI rlES CO\JTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BIN[)ING UPON THE OWNERS OF SAID PF\IVATE PROPERTY, THE!r~ HEIRS, SUCCESSORS AND ASSIGNS. TREE RETENTION PLAN RESTRICTION: PURSUANT TO KCC 16.82, AN APPROVED TREE RETENTION PLAN IS ON FILE WITH THE KING COUNTY DEPAFHMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES), RECORDS CENTER, ON SHEET 20 OF 21 OF THE APPROVED ENGINEERING PLANS NO. P#4142, UNDER ACTIVITY NO. L05SF~054. LOTS 1 THROUGH 49 WITHIN THIS PLAT EITHER CONTAIN rnEES fHAT MUST BE RETAINED OR MUST B[ PLANTED / REPLACED PER SAID APPROVED TREE f~ETENTION PLA~l. ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVITIES THAT WILL OR MAY IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUN IY LAND USE SEfNICES DIVISION, OR ITS SUCCESSOR AGENCY, FOR COMPLIANCE WITH SAID TF,EE RETENTIO~l PLAN. PRIVATE DRAINAGE lASEMENT TABLE EASEMENT LOCATED ON: LOTS DERIVING BENEFIT: LOT 1 LOT 2 LOTS 3, 4, 5 LOTS 4, 5, 6 e-LQT 8, 9 ---~--·---.. ___ LO==·=r=s=_7~, _B ______ _, LOTS 11 12, 1J 14 LOTS 10, 11 12, 14 15 LOTS 17, 18 LOTS 16 1 7 .->---=L:..;;_o"""T.;;.s_2.,.c...,1,-cc2-=-2-----t--Lo"=·='rsc--,c2-'o-'-:-2c-C1-------1 LOTS 25, 26, 27 -~I 6"rs 24, 25 26 LOT 30 LOTS 29, 31 >--T_R_A~C_T_C~----·--~ LOTS 32, 33 LOTS 34, 35 LOTS 35, 36 ~ LOTS 39, 40 LOTS 38, 39 LOT 42, 43 LOTS 41, 42 LOTS 45. 46, 4 7, 48 LOTS ,t4, 45, 46 48. 49 •YJ'J-{,, l-J539 CONSULTING ENGINEERS LLC 33915 1st Way South #200 I @) j $-I ~ I Federal Way, WA 98003 www.esmcivil.com FEDERAL WAY BOTHELL CLE FLUM (253) 8J8-6113 (425) 415-6144 (50~) 674-1905 Civil Engineering Public Works I Land Surveying Project Management I Land Planning Landscape Architecture ~ 0 JOB NO. 1166-001-005 DATE: 5-2-2001 ,,,-2 D.D.E.S. FILE NO. 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