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HomeMy WebLinkAboutLarge FormatFOUND ALUMINUM SURF ACE MON IN CASE WITH PUNCHMARK, L65' DOWN, AT INTERSECTION Of S.E. 184TH STRf.ET AND 116Hi AVENUE SOOTH. VlSIT[O 11-21-2005. E. UN[, W. 300', - LOT 5 ;,, (<, ,:.-, / ,:,1 ,, ',", ,., ' ' ,. •r. '·'' ,,, ,1·; ;.~ '" ,, 1.,.1 S5B'5l 'Of•t . 0.19' W. LINE, _ LOT 7 C "F" ACCESS & UllUTY TRACT ~ 0 I") ,'I,,·; ,. j', •.f• 1.,1 4,)1 <)-·.-··:: 1J1JJ6' --.,r,---"·~ _J290 86' S.E. 1 / 4, N. W. 1 / 4, SECTION 33, TWP. 23 N., RGE. 5 \ \ FOUND 1/2" F/[[JAR W/ CAP--. "O,?YCO #J414 5" i'',llkliiJII :, ···1y;:AH t.!1\l,:1.il.llJ.I~- ·-·--.::128:..'tj ... ;J:,k ... :::; f ,_'.. i._! ------- '\2 / ,\. · 1J2 ·-·-'"s· ··-- S88"51'17"E 260. 80' -. 42'/ ._1}l _...-----r-r, i'""""' • 1; r-r , T' J"j, T7 1 "J),... .,.,.--; / , 7/ I / / / / / / / / / / / // / / / 1 i / /// / ,' 1 I \ -(', {1 i / / 1 / Lf I t) / ~2t/ IL/ 1 l I / / / / / / ,, / / / -r-i , ii/1 111,/11 1 111/,1 1i,i,1'1,11, r, ,,,., ~ __ r1 -r1//1~f1//////// / i //,l/ l /////:'/~/-/llL/1 //1 /// 11', //I',,:-----~ <'.' r1.,, 1 /; / ,1,:; 1 l 1; i 1 ,1 ·,: 1 l // /,. /// 1 //, 1 /; / 1 i / 1 / /. _ --i 7'/!/i /1//fi/// 1 (1T///,//i.il-i 1 /// l//////1i1~i/l ///////////////!/1/'i¥//1 _..--~ ' / / / / / / / / / / / / / / / / / / / ,' / l / / \ ~/ / / / f /-J , / I / / r I f ' 1 ! f I I ' I ' 1 / / / / /,,/ , / < / 1 ...--l'-'~ ' / ,1 / / / / / / / ,' / / / / 1f , / .' // / / / f]/i '\, Ii 1 / / / / / / / ,I r ' 11 / / c 1 ,J _ O 1 1 r , , , , 1 , , 1 , , l , , / , , 1 , , / ' / , I , , I • ""-' 1 ' tfJ If 1 , 'f / I/! 'f / J ', 1 r, ' r ,' ! 'f. / 1 , ! ' .J ', • 1/l/11///.'111!1,,1t:; /!iJ";'!/i/'1 ~y ~b'.:i.: 9 ,£ I I//// l I://,' J-/ I I' i ,' '/ ,' / / ~' / '(-I~ ·~ .-> 11'1f1lt111'J111'!1 l '/ff//1 (I.; • •"' , 1 1 / ' ' , .', 1 '1 1 ,' / .' '.' ! , ,~-" ,11, ,JI:, ~-r ! J 1 / I , , , J ' cJl /I '} ''/'\' ,,', J / I / / / I WETLAND S88'51'11"E 217.84' ,It, .,Iii, '<t • ,2 t;. ·:; d!.r--". ~do·~··'\ ,,..-,--j ., f~ / R=25' I 55' .. ,, " 17' 55' / \. 422 ---· ···---. ' -0 I") IBACT "B" STORM DRAINAGE TRACT I I 15' INGRESS [GRESS EAS[MENT _ -- -----DCDICAT[D-Tri --- BONNEVILLE POWER ADMINISTRATION 2" IRON PIPE \, S88'51'06" 1994:'92' ---,,--'----~~==~65 '190 -"-~=~-~'-~-="'"' 195-58 ' ,_ - I I E., W.M. I'.!!.!l.JECT INFORMATION: OWNER: DEVELOPER: CONTACI ENGINEER: SURVEYOR: SITE AOOR[SS: PARCEL NUMBER: Z~ING: PROPOSED USE: SCHOOL DISTRICT: FIRE DISTRICT: TOTAL SITE AR(A; PROPOSED NO. Of LOTS: LOT AREAS: LOT 1: LOT 2: LOT 3: LOT 4: LOT 5: LOT 6: LOT 7: LOT 8: LOT 9: LOT 10: LOT 11: LOT 12: t.OT 13: LOT M: LCff 15: LOT 16: TRACT "A": TRACT "B": TRACT "C': TRACT ·o·: TRACT "f.': TRACT "F": STREET RIGHT Of WAY DENSITY PROPOSED: DENSITY PERMITTED: STREET SETBACK: INTERIOR SE1BACK: MR. KULWANT SANDHU 13989 S.E. 159TH PLACE RENTON, WA 98058 ( 425) 269-7270 SANDHU PROP[RTY, LLC. 1201 MONSTER ROAD S.W. R[NTON, WA 98055 DAV1S R[AL ESTATE GROUP, INC. JCHN T AMBURELLI 1201 MONSTER ROAO S.W. RENTON, WA 98055 (425) 228-5959 OFF[ ENGINEERS 13932 S.E. 159TH PLACE RENTON, WA 98058-7832 (425) 260-3412 KENNETH R. ANDERSON & ASSOCIATES, INC., PS 1720 S. 341ST PLACE, SUIT[ C-4 FEDERAL WAY, WA 96003 (253) 836-1199 12044 S.E. 184TH STREET RENTON, WA 98056 PARCEL 'A·: PARCH 'B': 619960 0282 619960 0320 R-6; RESIOENTlAL. 6 DWELLING UNITS PER ACRE SINGl[ FAMILY -DETACHED RENTON SCHOOL DISTRICT NO. 403 KING COUNTY FIRE DISTRICT NO. 40 272,636 SQ. FT., 6.259 ACRES 16 3,464 SQ. FT. 3,200 SQ. FT. 3.200 SQ. FT. 3,600 SQ. FT. 4,050 SQ. FT 3,041 so. fT 3,176 SQ. FT 3,543 SO. FT 3,515 so. fT J,103 so. FT 4,365 SQ. FT 5,890 so. ff 3,372 SO. f"T 3,734 SQ. FT 3,100 SO. FT 3,464 SO. FT 167,626 SQ. FT 16,056 SQ. FT 5,603 SQ. FT 12,27J SO. FT 2,042 SO. FT 1,067 SQ. FT 10,033 SQ. FT 8 OU/AC 6 OU/AC MINIMUM, 9 OU/AC MAXIMUM 10 FEET 5 FEET 20 10 LKGAL.J!~JPTJON: PARCEL 'A': SCALE IN FEET t~ ___ J 0 20 1" ~ 20· SCALE 40 (PER STA TUTOOY WARRANTY DEED RECORDED UNDER RECORD NO. 9705221296, RECORDS Of KING COUNTY, WASHINGTON.) LOT 5, Bl.OCK 2. NORTHWESTERN GARDEN TRACTS, D111SION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 Of PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT TIIE WEST JOO FEET THEREOF; AND THAT PORTION Of THE SOUTHEAST OUARTER Of THE NORTHWEST OUARTER Of SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., LYING BETWEEN THE EASTERLY ANO WESTERLY LINES Of THE BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY, AS DESCRIB[O IN INSTRUMENT R[CORIJ!:O UNDER AUDITOR'S flt[ ND. 3176620, ANO LYING BETWEEN TH[ NORTH LIN[ OF LOT 4, AND THE SOUTH LINE OF LOT 7. IN BLOCK 2, NOflTHWEST GARDEN TRACTS OIV1SION NO. 6. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 or PLATS, PAGE(S) 100, RECOODS OF KING COUNTY, WASHINGTON, EXTENDED EASTERLY. PARCEL '6': TRACT 7, Bl.OCK 1, NORTHWESTERN GARDEN TRACTS, DIVISION ND. 6, ACCORDING TO THE PLAT THEREOF RECOROEO IN VOi.VU[ 46 OF PLATS, PAGE(S) 100, RECORDS Of KING COUNTY, WASHINGTON. BOTH SITUATE IN THE COUNTY Of KING, STATE Of WASHINGTON. TIILLR~Q.IID DUE TO THE ABSENCE Of CURRENT TITLE REPORT, EASEMENTS OF RECORD MAY EXIST, WlilCH ARE NOT SHO\IN HEREON. M£RIDJAN; PLAT NORTH; PER PLAT or NORTtlWEST GRADEN TRACTS, DIV1SION NO. 1; REC. NO. 3766J97. ))_"SIS OF_llUJUfil,_&; BASED UPON THE MONUMENTED WEST LINE Of NORTHWEST GARDEN TRACTS, OIV1SION NO. 1. &ARING: ND0'28'10"E YfilITI.C.A!.J)A.TI!.M; KING COUNTY VERTICAL DATUM (NAVO 1988) ll!lNQ!MAliKi KING COUNTY SURVEY CONTROL POINT NO. 3809: S X 3' CONCRETE MONUMENT l'!TH NAIL, SET 0.50' BELOW GRADE, IN A SATHER MONUMENT CASE. ELEVATION • 448.119 FEET CQNTOUR INTER.YA!,;, 2 FOOT ''1iTILQE fiELfl SUR\'iu; NOVEMBER 22, 2005 !IBEE~EN!:.ES; KING COUNTY ASSESSORS MAPS OF SECTION J3, T. 23 N., R. 5 E., W.M. PLAT Of NORTHM:ST GARDEN TRACTS Dl\/1SION NO. 6; VOL. 46, PG. 100. KING COUNTY DEPARTMENT Of PUBLIC WORKS, SURVEY BRANCll, GEOGRAPHIC INFORMATION SYSTEM, MONUMENT INFORMATION DATABASE. !lliMJillRQUND NOT~; UNDERGROUNO WATER, SEWl:R, STORII, ANO GAS UTILITIES ANO STRUCTURAL APPURTENANCTS ARE SHOWN AS INDICATED ON RECORDS "APS FURNISHED BY OTHERS AND 1/ERrmo WHERE POSS18LE BY fOUNO SURFACE FEATURES LOCATED IN TH[ flELO. WE ASSUME NO LIABIUIY FOR THE ACCURACY OF THESE RECOROS. FOR FINAl LOCATION Of THESE ANO OTHER EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN, CONTACT THE UTILITY OWNER / AGENCY. !J.TIL.ITY PROVIDERS; CABL( TELEVISION: f.LECTRICITY: GAS: 'lANITARY SE'lll:R: STORM DRAIN: !ELEPHONE: WATER: COMCAST CA8LE PUGET SOUND ENERGY PUGET SOUND ENERGY SOOS CREEK WATER & SEWER DISTRICT KING COUNTY SURFACE WATER MANAGEMENT QWEST SOOS CREEK WATER & SEWER DISTRICT 425-396-6131 !188-225-5773 B8S-225-577J 253-6.J0-9900 425-255-6370 800-573-1311 253-6.J0-9900 ------·~------------------, DEPARTMENT OF DE\/El.OPMENT & ENVIRONMENTAL SERVICES Land Use Services Division REVISl-:D PRELIMINARY PLAT APPROVAL Dale: " Planning Umt ,:, ~ "" -,'v o ,/ / ~ t -----·4-iO --saa'-s2'39"E-6Jr.·30' I") (\? ~,, ;(" ~1,ll ,· ,1A d! -420 ···· g· ··-·-. 1"~~ .... -- ------__ ----"'CA;:;B~LE..Jl .fjlJNT & POWER PAINT LI/'ES--g~\ FOUND 4'X4" MON IN CASE "1Ht LEAD ---~~L. 'APA S.E-. _1_8_4_T_H_S-TREET-----------ii------\ ---------------- & TACK, O.J' DOWN, AT INTERSECTION Off E 184TH STREET AND 120TH A~rUE SOUTII FOUND 1-1/2" IRON PIPE IN PLANTING AREA, AT INTERSECTION Of S.L 184TH STREET ANO 124TH AVENUE SOUTH. 526'28'49"[, 1.77' FROM CALCULATED CENTER OF SECTION. V1SITEO 11-22-2005. Engineering Review Unit ~ ... 1,.,.'6<.1 \4-,'/'------- -----Health Dept. _________ .. ____ _ V1SII E0-~-21-~ -----\ \ \ RE\1SION NOTE: THE PUllPOSE OF THIS PRELIMINARY PLAT REVISION IS TO RE-ALIGN THE PROPOSED STREET RIGHT OF WAY, LOTS AND TRACTS LAYOUT GEOMETRY, LYING SOUTHERLY AND WESTERLY OF THE 50-FOOT WETLAND SET-BACK. \ ~ECEND-.. -------------.. • • • • .. • ... 0 CATCH BASIN SANITARY SEWER MANHOLE: WATER VALVE GAS VALVE: F'IRE HYDRANT WATER METER WATER FAUC[T POW[R METER UTILITY POLE 1B • • * SIGN POST MAIL BOX FOUND FIEEIA,< FOUND MONUMENT IN CONCRETE: CONIFER TRff SE. 180TH ST. w ,;; '" ,;; S.E. 182ND ST. '" ,;; °;;, SIT. ~ N "' ~- '---t---1--=s~. E!!. !!!1 B~4!!lTLH_s..Jr. "' ---- S.E. 186TH ST . 1·r~-~1 :: r i ·; . ' VICINITY MAP _____ ;_ft: DEC 2 SCALE: 1"= 1/4 MILE K.C. D. LL 0 z 0 (/) > w Ct:: 1-- <( _J o._ >- Ct:: < z 2 DRAYIN BY: ' 1- j a. ::> :c 0 z <( V, CJS u _J _J >-1-- Ct:: w o._ 0 Ct:: o._ ::) :r: 0 z <( (/) Ct:: 0 Li... z 0 f- ('.) z ::c 1/l ~ CtiECKED BY: KRA OATE: w .... <( 0 i5 [ii 5 w a: cj z SC~~~\ 1·1 !'t) 40' 12/05/05 z~·toS-077 ' -SflIT1" ===================~=========·-=-=-===-=====-=-=-=--·= __ :-=-:=· =·=--=-~~==============i';;;:;~t-~../-~-~_.,,fi.---~ ....... ~.~-t-,((1,~ '""}~ 1 0 f L====================== --==========·=--·=-=·-=-·=-=-·=--=-====-=-=·=· =================================================== ---------·-------··----=·· .. --...... --· . 1 .. ------------------·----------------------------------------------------------------------~-------------------------, ~----~--. REVISIONS BY NORTH SCALE: 1 "=50' LP,'CEP.fD· 0.-. - II] 0 25 50 ,'OUNO MONU,VIEJ./T /15 rJ[5CRIE3E:D. sn ·1/2" rtED/JJ? W/ CAP 'L3 IEJB98/37540" fOUN!) REBAR OR IROr-1 PlPE AS OESCPID[O. unurY POLE T[L[Pf-10!\I[ RISER FIR[ HYDRANT SET iF[F L[GLNO S[E TN£[ L[GEJ/0 OA!A POINT FLAG Wfll.AUD D[LIN[AT/0,".I HAG 5T.R[Aid [OG[ 0(/./N[ATIOU FL;\G 1'FiEE LEG/i:ND T-, '-2 T-3 T-4 I 0 T-6 T-7 T-8 T-9 T-1C T_ j J 30" Pl1'Jf JO' F1/l 10· ",PRUC[ 20" :::'CTT0/\1\\IOOD.3 20· At.DL1! -'. , ' !-IOLl Y 2(, 1:01 Ir 24 h'OLLY 20" ALUtR ;<'.!' ,rfP 26' Hi' (2! T-12 )2' FIR T-13 1 8' FIR T-14 22 FIR T-15 T-16 ' '7 ' u r-18 T-19 T-20 T ?' 18 I IOLL (I 2--1-' rlP 2) FIR I 35' f-ff? i H" cEo..i.R IE' :JP/.WCt 7( .. !"OJ -J ,/" /( ' 1 8' ~1-'"tkt 30' VICINITY MAP (NTS) :i C-:-' -,~ f-- I C I c;,v I ~->, l --'>.. I------~---~-- I,, I qh I~~ I C :-_ Q I <:.c '-' O; ' I 0:, L(~ I :: I h ~ I ~. I -c, 0 ~' I ::!J c, I~ I U I :;;! 12 L ' ' FOUNU COtJCRUC MONUA)CNT ~w / , I"· J1iAss NAIL Ar /NICkSECTION or 120TH AV[_ S.[. & S.[. "!80T/-J sr. (/.../[LO) VISITCD Or-I 6-13··-02 ------- 29tJ. rr·' (C',\L"'D.) 300 o · / c -. 0 DEF/J & PLA'f) .;99 82' (C .. \LC D) 300 00 (DEW) PROJECT SITE LOT I I (0/JNO 1/2" F?[8l1P W/ CAP---' YJo , ORY CO # J4 14'j ,, ---._ "'"',. 474.50 (PLAT) ---------------- '\ ! . /<-\ '9 \ -\· UTILITY PAINT LEGEND GAS UN[ PAIN r I I \ SHEET INDEX: TfLEP!-IONE LINE PAINT WATER UN[ PAINT c--1 "--2 .. , C-3 c--4 C-5 : TITLE SHEET, INDEX, & EXISTING CONDITIONS SURVEY H~RIZONTAL CONTROL PLAN TqMPORARY EROSION CONTROL PLAN G~ADING PLAN AND DETAILS ' G\NERAL NOTES Ai'ID SPECIFICATIONS ! LEG:\/. DESCRIPTION: PARCEL A: (PER STATUTORY WARRANTY DffD RECORDED UNDER RECORD NO. 9705221296, RECORDS OF KING COUNTY, WASHINGTON.) LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ICCORDING TO THE PLAT TH£R[OF RECORDED IN VOLUME 46 or !'LATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON; EXC[PT THE WEST 300 FEET THEREOF: ANO THA' PORTION OF TH[ SOUTHEAST QUARTER OF THE NORTHW[ST QUA'J?TER OF S[CT/ON 33, TOWNSHIP 23 NORTH, RANG[ 5 EAST, W.M.1 LYING BETWEEN THE EASTERLY AND W[STERLY LINES OF THE BOrl'/[VILLE TRANSMISSION LINE RIG/IT-OF-WAY, AS DESCR/8£0 IN INJTf?UM[NT RECORDED UNDER AUDITOR'$ FIL[ NO. 3178820, AND L YINt; BETWEEN TH[ NORTH LIN[ OF LOT 4, AND TH[ souni LINE OF WT 7, IN BLOCK 2, NORTHWEST GARDEN TRACTS DIVISION NO. 6, l{:CORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAG[(S) 100, RECORDS OF KING COUNTY, WASHINGTON, EXT1jNDED [ASTERL Y. PARCEL 8: TR4•,'T 7, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 or PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON. ' BOTH SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. NOH'S 1. NONUMENTS LAST VISITED 06-13-02. 2. /lff[RENCE SURVEY VOLUME 67, PAGE 287, BY !"SM INC. BA 5G OF BEARINGS: BEifllNGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF TH' N.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EASI, W .. M .. BONG NORTH 88'02'39" W[ST, AS SHOWN ON THAT RECORD OF SURVEY FILED IN VOLUME 67 OF SURVEYS AT PAGE 287, UNDER RECORD NO. 8909019020, RECORDS OF KING COUNTY, b, ~HINGTON. vet 'h"'AL DATUM: Nc\•/fll AMERICAN VERTICAL DATUM or 1988 :Jr..1/C! IM4RI<: W.SJ!.D.T. MONUMENT 10 #5124 \ K/1,G COUNTY BRASS DISK SIT IN Tl/[ SOUTHWEST CO'lN[R or A SIGNAL POLE BAS[ AT TH[ NORTHWEST QUAllliANT or 108TH AV£. S.E. & S.E. 192ND ST. ELEV ~ 456. \3 U.S. FEIT \ CO.'/TOUR INTERVAL: wrni:-10 ON PARCEL A = ±76,522 SQ. FT. \\'' ! 2.00 U.S. ffCT WULWD ON PARCEL 8 ~ ±36 so_ FT. CO,\IWIED Af/EA OF PARCELS: y 273.;'04± SQ. FT. (6.27± ACRES) \ PRUR.ITION NOTE: \'].. \ BLCClj 2 HAS BEEN PRORATED BASED ON MEASURED ANO \u CA/.Cll.AT£D D/M[NSIONS. ALTHOUGH TH[ DffD FOR PAf/C[L IC/, ''A" c\LLs OUT "EXCEPT TH[ WEST 300 F[[T" OF LOT 5, \~.. \ f110R;/£D DIMENSIONS OF LOTS 5, 6 AND 7 WER[ HELD ,//./9)8![// TO KEEP THE WESTERLY LINES OF PARCELS ''A" f ~1/D 'l'!iCONSIST[NT. \~ ":J{i ~.~ 1 ~' 'P. z 1~n o ;§, K s:-;;·---1. -q.~1+ ~ ~ ?J ~ :z c'"J ,""'I g 3 ·~ ) - ,J IDHU fLACE ;J CIVIL ENGINEER: MARK W.' STIEFEL, f'.E. STIEFEL ENGINEERIHG 22312 '113TH AVE. S.E. KENT, WASHINGTO~I 98031 SURVEYOR : JEFFREY A. OTTER'.,ON, P.L.S. CRAMER NORTHWEST, INC. 945 NORTH CENTR,IL, SUITE 104 KENT, WASHING,O~I 98032 WETLAND SCIENTIST: ( 425) 269-7270 (253) 854-7472 (253) 852-4880 MS. DARCY MILI_ER (253) 859-0515 8-TWELVE ASSOCIATES, INC. 1103 W. MEEKER STREET, SUITE C KENT, WA 98032 RECEIVED SITE DEVELOPMENT JUN 2 7 2003 KING CO. D.D.E.S.1/i ~~ii~ f EXPIRES I ''17/ b? I >-w > 0::: =:i 1/l 1/l z 0 f--- 0 z 0 u (.'.) z f-- (J) X w '-0 X w 0 z - f--w w I (J) w _J f-- f-- I u (.'.) z er: w Lu Lu (J) w ::::) z w > <( z (.'.) I 1-z r-"J w ~- z >-0 I- I-er: <( w (.') [l_ 0 ~ cr: - 2 [l_ 0 ::::) z I <( 0 _J z I-<( w (/) 5 f-- ::::) z I <( 0 5 z _J <( ::::) (/) ~ LD 1-----. LD ~- I "f l.() C0 I ,...-... ~'J ID N .___., .. X <( LL ,--N LD I"-<.D "f N I"- I I ,--"f n 0 LD OJ co 0) I ,..----._ <( n 5 LD ('.I .____.,, I-z . , _J w w ~ I- OJ ID 0 I-OJ w 0) Wz cr: 0 I-I- (/) (.'.) :r=Z I-I "f (J) co<( ~5 w (/) . z 70 7 I- oZ NW ,--O:'. Dote 6/9/03 Scale AS SHOWN Drown MWS Job 22802 Sheet C, 1 FOR FJ[RMIT REVIEW ONLY (NOT FOR CONSTRUCTION) Of r' Sheets I \ L.-------------------------------------------------------------------------------,-...-~---'T--•-------------------------------·----------"''''"''''""" __________________________________ _, L--------' \ II 1 . \ l \ ,I ------·--- ~ NORTH ~7 SCALE.· 1 "=50' l ====•1_111_•_111_•_•+•-•_ ' 100' I LEGEND: 0 25 50 @ FOUND MONUMENT AS DESC(<IB£0 e SET 1/2" REBAR W/ CAP "LS 18898/37540" 0 FOUND REBAR OR IRON PIP[ AS DESCRIBED. ©: UTILITY POL[ Cl] TELEPHONE RISER [8J WATER MUER do FIR£ HYDRANT * Sff TREE LEGEND ~ SEE TREE LEGEND OMA POINT FLAG 1% ~ WETLAND DELINEATION FLAG ~ STREAM EOG£ DEL/N[A T!ON FLAG TREE LEGEND. T-1: 30" PIN[ T-2: JO" FIR T -J: 10" SPRUCE T-4: 20" COTTONWOODS (2) T-5: 20" ALDER T-6: 24" f-fOLLY T·-7: 20" HOLLY T-8: 24" HOLLY T-9: 20" ALDER T-10: 34" FIR T-11: 26" FIR T-12: 32" FIT/ T-13 18" FIR T-14: 22" FIR T-15: 18" IIOLL~ T-16: 24" FIR T-17: 22" FIR T-18: 36" FIR T-19: 36" CEDA* I T-20: 18" SPR±E T-·21: 20" CEDA, T-22: 18" SPR C[ I I I -D "' a 0, ' ' C, "' "' I ,; ~ ~ ~I ~I FOUND CONCRETE MONUMENT W/ 1/4" BRASS NAIL -- AT INTERSECTION OF 120TH AVE SE & S.£. 180TH ST. (HELO) VISITED ON 6-13-02 299.77' (CALC'D.) 300.00' /DEED & PLAT) MITIGATION AREA #1 AREA = 14,350 S.F. ± LOT 5 --------~ LIMITS OF WETLAND/ BUFFER MITIGATION CLEANUP, REGRADING AND REPLANTING WORK (TYP) ~ ___ -· __ Jt I ___ -· _:.,99.82' (CALC'D.) 300.00' (DEED) I ~ I . ___________________________ 428-=: I ,:,; ' 10 a & "' ~ I G:.:i h' ' ., I Cr) 5. I : ~: "! I :::i "' t~ I< ., I r..' _...., ~ l'.J:ij~ ~. -s-:r: ~ "' :;, ~ C--, OJ ,-.., ~I() -0.y ft-1 J '-,._ ·" '" 1' 8 "' NEW SPLIT RAIL FENCE ALONG BUFFER EDGE (SEE WETLAND MITIGATION F·LAN FOil FENCE DETAILS) LOT 6 FOUND 2" IRON PIPE D.43' NORTH &'-i'io.'iio~s '""wr"'s"T--- OF CALC'O. PROPERTY CORNER .,s A)O -19 ..., \., 70 ± ~ ,J' s ..... "' +i 1313.15· (MEAS.) L30 ~ _______ J _____ 29!!.':.!_C~L1:_'D}_3IJ_D!?!_(!f:_A!)________ ~'~.i3.\:. 1313.42' /ESM) . 12 .. RCP -----:;::.-,· ~µ_~'4===----J------f--, 1313.83' (PLAT) ~ EL~431 83~ __ i;•.· o -~---------• .--~--_ _ _BB1.6Z' (ES'!] 1!_82.04:~LAT) 32 :;B-- -SOUTH UN[ OF THE N.W. 1/4 OF SEC. 33, -c N88"02'39"W (ESM) (BAS1S OP' BEARING T. 23 N., R. 5 £., W.M. (BASIS OF BEARINGS) 1""':::::J~'~:-'f,==:? FOUND CONG. MON. IN CASE A:~( W 1 1/2" ALUMINUM CAP W/ PUNCH -SOUTH UN[ OF THE N.W. 1/4 OF SEC 33 HELO AS WEST 1/4 COT<N[R SEC 33 T. 23 N., R. 5 £., WM (BASIS OF BEARINGS) T. 23 N, R. 5 F, WM. . ' FOUND CONCRETE MONUMENT IN CASE W/ TACK IN LEAD VISITED ON 6-13-02 12" RCP EL~430.49 APPROVED SWlJ!.,CT TO RM!Y\ lCf'NDl <jl~'\ . \, ' \.. k\\S_\Q? ING .CO'l,JNT -- LAND USE S!;B.)/ICE, n1v. \ \ :H 'D ,; " \ \ \ \ I \ \ , I , \ . \. -. \ . . \ • ,_,.,UI. \.. 0, O'· . "r'o ·cr, ·m • \. . • • .Q\ --:-. • \ • . 0: -\ . ' . ·\·'. .\ . 343.26' (CALC'D.) 343,34' (PLlT) [I] --· SIT[ 8[NCHMARK: SU P.K. NAIL ON NORTf-1 SIDE SE 184TN ST. ELEV. = 425.83 (NAVD 88) I \ I I \ \ UTILITY PAINT LEGEND: GAS UN[ PAINT T[LEPHONE LINE PP/NT WATER UN[ PAINT \ \ I I \ \ ~~ 280.82' (CALC'D.) \ \ \ \ \ I 4 SHEET C-2: HORIZONTAL CONTROL NOTES: 1. THE OWNER'S SURVEYOR SHALL FLAG THE LIMITS OF WETLAND /BUFFER MITIGATION WORK, AND THE MINOR REGRADING WORK INDICATED ON THE PLANS. 2. THE LOCATIONS OF THE FLAGS SHALL BE FIELD VERIFIED BY THE PROJECT WETLAND SCIENTIST (B-TWELVE ASSOCIATES) AND COUNTY INSPECTION PERSONNEL PRIOR TO START OF CONSTRUCTION. 3. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE AND COUNTY INSPECTION STAFF. 4. ALL TEMPOR.~RY EROSION CONTROL MEASURES SHALL BE INPLACE AND INSPECTED BY THE COUNTY PRIOR TO WETLAND/BUFFER MITIGATION CLEARING, GRADING, AND REVEGETATION WORK. 5. THE CONTR!,CTOR SHALL PROTECT THE EXISTING WETLANDS AND RELATED BUFFERS FROM CONSTRUCTION RELATED IMPACTS DURING AND AFTER THE MITIGATION WORK, INCLUDING WATEI, QUALITY DISCHARGES. 6, REFER TO WETLAND MITIGATION PLANTING PLAN PREPARED BY B-TWELVE ASSOCIATES FOH SPECIFIC DETAILS AND LOCATIONS OF REQUIRED VEGETATION. MINOR ADJUSTMENTS TO THE MITIGATION GRADING PLAN MAY BE FIELD ADJUSTED, AS DIRECTED BY fr1E PROJECT WETLAND SCIENTIST. ' 7. REFER TO TljE WETLAND MITIGATION PLANS FOR DETAILS OF THE SPLIT RAIL WOOD FENCE ALONG THE BUFFER EDGE ADJACENT THE DEVELOPABLE PORTION OF THE PROJECT. ~------------------------------------~ I LIMITS OF WETLAND/ BUFFER MITIGATION CLEANUP, REGRADING AND REPLANTING WORK (TYP) G) ,-------~ MITIGATION AREA #2 AREA = 1,103 S.F.± FOUN0-2" IRON PIP£ \ \ -0.03 • sou TH-&;:-"c<"'o."'o 1"' ""w~Es=T---' OF CALC'D. PROPERTY CORNER ---'=----,..- ASPHALT PAVEMENT I \ I \ I \ ~38 ---------- I \ FOR P[RMIT R[VIEW ONLY (NOT FOR CONSTRUCTION) z <( _J 0.. _J 0 Cl:: f-z 0 u _J <( f-z 0 N Cl:: 0 I N I u REVISIONS BY w (/) C) w ::.J z z CL W w > w <( z I C) 1- z n w ~ _J ~ w 01 LL ~ w n I-01 (/) 01 z >- 0 I- I-Cl'.'. <( w C) 0.. 0 I-Cl'.'. - 2 0.. 0 ::.J z I <( 0 _J z I-<( w (/) .s I- ::.J z I <( 0 .s z _J <( ::.J (.() '::<:: ~ LD (D 01 I ~ n 0 ()') 0) <( 5 I-z w '::<:: X <( LL 01 I'-- 'SJ" ,.... 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Date 6/9/03 Scale AS SHOWN Drawn MWS Job 22802 Sheet C. 2 Of ff£:_ Sheets NORTH~ LEGEND: SCALE: 1 "=50' , 0 25 5-'o--+--\ oo~ @ FOUND MONUMENT AS DESCRIBED. e SET 1/2" REBAR 'II/ CAP "LS 18898/37540" 0 FOUND REBAR OR IRON PIP[ AS D£SCRIB£0. ©: UTILITY POLE [TI TELEPHONE R/S[R C8:J 'I/ATER MU[R Ile FIR[ HYDRANT * S££ TR££ LEGEND ~ Sff TR[[ LEGEND ~ DATA POINT FLAG WETLAND DEL/N[AT/ON FLAG ~ STREAM EDGE O[LIN[ATION FLAG ~ TREE LEGEND: T-1: JO" PIN£ T-2: 30" PIR T-3: 10" SPRUC[ T-4: 20" COTTONWOODS (2) T-5: 20" ALDER T-6: 24" HOLLY -------------··--- T-7: 20" HOLLY T-12: J2" FIR T-13: 18" FIR T-14: 22" FIR T-15: 18" HOLLYJ T-16: 24" FIR I T-1 7: 22" FIR T-18: 36" FIR T-19: J6" CWAk " ----___ :jl _ 299.82' (CALC'D.) 300.00' (DEED) ; ---------------------- T-8: 24" HOLLY T-9: 20" Al.DER T-10: 34" FIR T-11: 26" FIR 32(!);· Tl'- I T-20: 18" SPR!E T-·21: 20" C[DA T-22: 18" SPR CE I I ~ _c:i I 0 I >-1 c I~ '& ij l DITCH (SYM AllOVl) i'l . ~ I k] ;.:;, . ,. ' r~ ,_J I V _J sr ;z, ~ ii I'> t') -<-; :_1 ~ l/)j~ ~,~ ii~ ~1a ~ C\/ ,~r ..,..__ ,._ -" ~ i3 "" I CRASS-Ul!ED OR ROCK-1.JNED SEE 1YPIC& CUARING V' I.Jt.llfS Of Cl.EARING BOTTOM NIil S10E SUJP6 SECTION ON THIS SHEET SEE NOlE--~-. --.., _/ r_-~.--:c..,.. ~~ I VARIES I . I~ . .rKlID ROCK UIEJ IJITCl1ES SIWJ. BE PROVIDED ONLY AT STEEP SI.OP£ LOCATIONS OR AREAS Of HIGH EROSION flOTEN1'W. IS SPECIFlED ON PIJNS OR ,s DIRECroJ IN f£1Jl IJY ENGINEER. UATI:RIAL fllR ROCt< UNfD !JITCHES SHAU. B( QUARRY Sl'AI.I.S Pl.ACED AT 1:l" MINIMUM DEPTH LOT 5 SECTION NOTES 1, .tGiCUWLAim S£OIMENT 8£W,10 Cllf.CK OAM SI-VU. SE ~~ W!el D,;?fl-1 IS •w..r 1HE liEIGliT Cf" atW< tw1 2. ft'fl UA.mO MERC£Proo orra-e, use: MU. CIY.00) · ,t• IJtlUS GffA"'ia.. FOR WJN 00 ~ SfOIIJENr PONOS, USE SJRffi.l BED /;AA','£1. \ I I I \ I I I I I I I I I UTILITY PAINT LE END· ~ GAS UN[ 8 INT T[L[PUON[ fNilNOOJ.~rlJRi'IEWAY CUL\'ERT IF "rHt#!!'g A ROADSIDE DITCH PRESENT, AS PER KING COUNTY WATER UN[ PAlffrD ST ANOAROS 4" TO 8" G'JAl<RY S?AlLS GEOTEXTILE 12" MIN THICKNESS AS Fe/? KING COIJNlY RO,',O ST/INDARDS, GRl\1:V/AYS SHALL ElE PAVED TO THE EOGE Of RIGHT-OF-WAY PRIOR TO 1NSTALLAllON Of THE CONSTRUCTION ErJTRAI\CE TO AVOID Dilf~AGING Of' TH!'. ROIIOWAY IT IS RECOMMENDED THAT THE ENTRANCE SE CRQ\',l'lED SO THA"t ~UNOFf DRAINS OFf !HE PAD, STABILIZED CONSTRUCTION ENTRANCE SHEET C-3 TEMPORARY EROSION CONTROL NOTES: 1. THE OWNER'S SURVEYOR SHALL FLAG THE LIMITS OF WETLAND/BUFFER MITIGATION WORI<, AND THE MINOR REGRADING WORK INDICATED ON THE PLANS. 2. THE LOCATIONS OF THE FLAGS SHALL BE FIELD VERIFIED BY THE PROJECT WETLAND SCIE~ITIST (B-TWELVE ASSOCIATES) AND COUNTY INSPECTION PERSONNEL PRIOR TO START OF CONSTRUCTION. 3. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE AND COUNTY INSPECTION STAFF. 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE INPLACE ANO INSPECTED BY THE COUNTY PRIOR TO WETLAND/BUFFER MITIGATION CLEARING, GRADING, AND REVEGETA TION WORK. 5. THE CONTRACTOf! SHALL PROTECT THE EXISTING WETLANDS AND RELATED BUFFERS FROM CONSTRUCTION RELATED IMPACTS DURING ANO AFTER THE MITIGATION WORK, INCLUDING WATER OU ALI TY DISCHARGES. 6. REFER TO WETLAND MITIGATION PLAhlTING PLAN PREPARED BY B-TWELVE ASSOCIATES FOR SPECIFIC DETAILS AND LOCATIONS OF REQUIRED VEGETATION. MINOR ADJUSTMENTS TO THE MITIGATION GRADl1\JG PLAN MAY BE FIELD ADJUSTED, AS DIRECTED BY THE PROJECT WETLAND SCIE~ITIST. CONSTRUCTION NOTES: NEW FILTER FABRIC FENCE PER l<ING COUNTY STANDARD DETAIL NEW ROCK CHf.CK DAM PER KING COUNTY STANDARD DETAIL REMOVE DEBRIS AND GARBAGE IN MITIGATION AREAS ANO DISPOSE OF LEGALLY GRAVEL CONSTRUCTION ACCESS PAD PER KING COUNTY STANDARD DETAIL INTERCEPTOR DITCH PER KING COUNTY DETAIL 2· x i" wooo sr~ (1)11 E<W), ' " f;!H SlAAW 8&E 1 ·1 11 u SLT FENCE Pm COd STN4DAAD PlAH T407A STRAW BALE REINFORCED J}='IL':'::T~F~EN~C_E_ .... BA .... R.;,;.R,;:;;IE_R ... ·· --- Nor TO SCALE FOR i)ERMIT REVIEW ONLY (NOT FOR CONSTRUCTION) REVISIONS BY L() "' L() ~ I 7 L() CX) I ,...__ n L() N '-../ X <( LL . w . (/) ~ N w L() "' (.') =i (D 7 z z N "' et: w I I w > ~ 7 w <( n L() 0 z CX) co (.') I I f--CT) z ,.-, w n <( n ,-L() _J ~ 5 (".J w N '-../ LL ~ f--w n z _J f--N w w (/) N :-:<'.'. f-- z >-CX) 0 f--L() f-0::: 0 z <( w f-CX) <{ ('.) [l_ Wm __J 0 o_ f--et: Wz -et:o __J 2 [l_ f--f--0 (/) (.') 0::: 0 =i I-z I IZ z 0 <( 0 f--I u _J z 7 (/) f--<( CX) <( z w (/) ~3 0 5 Ul f--w :::::> z (/) . 0 z 0::: I <( 'T 0 w 0 5 f-- >-z _J 7z <( =i Ow 0::: Net: <{ (/) Y'. ~ 0::: 0 Dote 6/9/03 o_ 2 Scale w AS SHOWN I- Drawn MWS n I Job 22802 u Sheet C. 3 Of £ Sheets ------------- /A . NORTH SCALE: LEGEND: i 0 25 \ \ \ \ \ \ \ \ 1 "=50' I \ 1---+--µ ----i -~ S88"06'59'E 473,97' (CAIC'D) '.,gi;!c?o 1{1;·,:f.~AR W/ CAP-~\ ~v'o 50 1001 1500 -----:200------------:._ ------_ _ _ _ _ _ _ _ _ _ 474.50' (Pl.AT) '\I ~~~\;::_oic,;l,"°IO,f;N~U~M~EN~T'JC,[~D_!LJl_l/~I[:__ v',~ PER R[F[R[NC[ SURVEY {VOL. 67, PG. 287) --428~-- I \ \ \ I \ \ \ I \ \ \ I \ \ \ FOUND MONUMfNT AS O[SCRIB£0 sn 1 /2" REBAR W/ CAP ------------------: ----)t_.,4JJ.2?--::::C:~~~:;--------=-----:::::::::.1.12?B_ ______ ~ A3Z IIl "LS 18898/37540" FOUND REBAR OR IRON PIP[ AS D£SCRl8[0. UTILITY POLE TELEPHONE RISER WATER METER FIRE HYDRANT S[[ TR[[ L[G[NO SEE TRff LEGEND DATA POINT FLAG WETLAND D[L/N[AT/ON FLAG STF?EAM £DC£ DELINEATION FLAG TREE LEGEND: T-1: 30" PINE "ci~ ~~ <]& I~ J '-0 g I °: c:i a, "' '1' ~ -· FOUND CONCRETE MONUMENT W/ ·1/4" BRASS NAIL AT 1NT£RS[CTION OF 1201H AV[. SL & $.£. 180TH ST. (H[LD) VIS/f[D ON 6-13-02 299.7?' (CALC'D.) 300,00' (DEED & PLAT) T-2: JO" FIR T-12: J2" FIR T-13: 18" FIR T-14: 22" FIR T-15: 18" 1/0LLY] T-18: 24" FIR I T-17: 22" FIR T-18: 36" FIR T-19: 36" CWA~ LOT 5 T-J: 10" SPRUCE T-4: 20" COTTONWOODS (2) T-5: 20" ALDER T-6: 24" HOLLY T-7: 20" HOLLY T-8: 24" HOLLY T-9: 20" ALDER T-10: 34" FIR T-11: 26" FIR 1313.16' (MEAS) I T-20: 18" SPRI[ T-21· 20" CEDA, T-22: 18" SPR CE I I c ---- ~ .ci '-' ..., I cl I~ I C\i 0, ~ ~I &j_ I G) © MINOR RE-GRADING OF NON-MITIGATION AREA = 27,425 S.F± LOT 6 FOUND 2" IRON PIPE I 1 0,43' NORTH & 0.06' WEST --- I OF CALc'O. PROPERTY CORNFR I I I - JO' I 426- 131342' (E'SM) I - 13138J'(P~AT) ----g kt::JcrB;--43~-~ . cormm .. JN _ Wl.1T£R. . (NO/ SU) . . . . . ·f:l . . . . . JS'· . ~<) . \ . . \ . . . \. . . \ . .\ ... \· . . . .\ ... X'.! .. ·,~· .. ..... . . . . . . . \ . . . ' -/ ?Sr~\, y "'\ 6' ,::.,:; ,~~ f/80,82' (CALC'D.) SHEET C-4: MITIGATION GRADING NOTES: 1. THE OWNER'S SURVEYOR SHALL FLAG THE LIMITS OF WETLAND/BUFFER MITIGATION WORf<, AND THE MINOR REGRADING WORK INDICA TEO ON THE PLANS. 2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE INPLACE AND INSPECTED BY THE COUNTY PRIOR TO WETLAND /BUFFER MITIGATION GRADING, AND REVEGETA TION WORK. 3. THE CONTRACTOR SHALL PROTECT THE EXISTING WETLANDS AND RELATED BUFFERS FRmA CONSTRUCTION RELATED IMPACTS DURING AND AFTER THE MITIGATION WORK, INCLUDING WATEI< QUALITY DISCHARGES. 4. REFER TO WETLAND MITIGATION PLANTING PLAN PREPARED BY B-TWELVE ASSOCIATES FOli SPECIFIC DETAILS ANO LOCATIONS OF REQUIRED VE GET A TIQN. MINOR ADJUSTMENTS TO THE MITIGATION GRADING PLA~I MAY BE FIELD ADJUSTED, AS DIRECTED BY THC PROJECT WETLAND SCIENTIST. 5. GRADING WIWIN THE NO~l-~illTIGATION MINOR GRADING AREA IS INTENDED TO PROVIDE MORE UNIFORM SLOPES FOR DRAINAGE PURPOSES. THE INTENT IS TO REGRADE PRE\/IOIJSL Y STOCl<PILEO IMPORTED FILL MATERIAL. 6. f,EOUIRED MIT 1 GATION GRADING WITHIN EXISTING WETLAND BUFFERS SHALL CONSIST OF LIMITED REMOVAL OF FILL TO APPROXIMATELY PRE-FILL ELEVATIONS. THE CO~ITRACTOR SH~LL PREPARE SMALL AREAS OF FILL REMOVAL TO DETERMINE THE APPROXllvlATE BCTTmil ELEVATION OF FILL MATERIAL. THE CONTRACTOR SHALL THEN RD1IOVE THE FILL WITHIN THE BUFFER AREAS NOTED ON THE PLANS. 7, DISTURBED AREAS OF THE SITE SHALL BE RESEEDED WITH AN APPROVED SEED MIX SHOWN ON SHEEr C-4 AND ON THE WETLAND MITIGATION PLAN. 8. UPON COMPLETION OF THE CLEANUP, CONTRACTOf< SHALL STABILIZE THE SITE EROSION CONTRQ lvlEASURES. REGRADING, AND RESEEDING WORK THE INCLUDING ANY ADDITIONAL TEMPORARY ~-------~---------------------------- I GFlADING NOTES: 0 © G) 0 © CLEANUP REFUSE ANO GARBAGE WITHIN WETLNAD BUFFER AREA LIMITED CL['ARING AND GRADING WITHIN BUFFER MITIGATION AREA MINOR GRADING WITHIN NON-MITIGATION AREA RESEED DIS,URBED AREAS OF 1HE SITE REMOVE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PAD l \ BUFFER AREA SEED MIX: 1. ALL DISTURBED AREAS OF THE SITE INCLUDING WETLAND BUFFER MITIGATION AREAS, AND NON-MITIGATION MINOR GRADING AREAS SHALL BE RESEEDED WITH THE FOLLOWING SEED MIX. 25% REDTOP BENTGRASS (Agroslos alba) 25% PERENNIAL RYE (Elyrpus cinerds) 25% IDAHO FESCUE (Festuco idohoensis) 25% RED FESCUE (Fes\uco rubus) SEEDING RATE: (3 lbs/ ·1000 square feet) 32 -----_ . --~ , -~------:" f-__ _68162'/ESM_:'}!2,04'/PLAT) SOUTH UN[ OF TH[ N.W 1/4 OF SEC. JJ, -c N88'02'39"W {ESM) {BAS1S OF' BEARING ASP/IALT PAV[M[N/ 604.08' ~ FOUND 2" IRON PIP[ (CALC'D,) '-" "" 0.0J' SOUTH & <0.0/' WEST \ _,,..;_ofil!c=t===~-~'6~===---C!,OF:_fCA'.ll_lrC':o:_O.__tP~R'.C:OP~[~RT~Y:.__ICio~RN~[JI_R __ ~\ __ T. 2 3 N., R. 5 £., WM. (BASIS OF BEARINGS) 1 C:::::i';:::',;=1\~A;'S"'PH:'."Ac°LT;;c.~:=[=M[=N=T=~z::!:~==~~Ff1=•4=- '-..... FOUND CONC. MON. IN CASE 43'/; -0 w1 1 112 .. ALUMINUM CAP w1 PuNc,1 souTH LIN[ OF THE N w 1/4 or s[c. 33. ,., ,'!. ,i0 s E [1"1 a HELD AS W[ST 1/4 CORNER S[C. 33 T, 23 N, R. 5 F WM. (BASIS OF B[ARINGS) CABLE TV PAINT & POWER P.4/NT LINE ' ' 4TH f. 23 N., R. 5 £., W.M. ' FOUND CONCRETE MONUMENT -, ARE 0.8± APART EL=423.58 IN CASE W/ TACK IN LEAD c,? 'o'o 12 , RCP 12" METAL VISITED ON 6-I J-02 ,"" l',-,o-EL=430.49 ~~1, " "?-C;_\i' \ V F, ~~J 'Q'rJ ~ .. un, \'1-,<t,J.. '<.:J"" J\ \~ /,~ I SIT[ &[NCHMARK: (;.V '?-'} o \ 1 SU PK NAJL ON NORTH SIDE SE 184Tf-l ST. \ i' /, "C:. \ '6. \ [L[l/ ~ 425.83 (NAVO 88) ,>" I \ I \ UTILITY PAINT LEGEND: GAS UN[ PAINT T£L[PHON[ LIN[ PAINT WATER LIN[ PAINT \ \ \ I _, -$22€!0, ---- ---'A"'S:...:Pf::_:IA"-'LT..'P.!'.A::CV[~M['.'.'N"._T _ __:,__ APP~OVEO \. B ECTTO . ER~ ONDITlpNjS ~l: · \,, 1 l\~ lo3 KING 5l..OUMTY LAND USEl/irRVICES DIV. \ \ I \ FOR PERMIT REVIEW ONLY (NOT FOR CONSTRUCTION) Vl _J <( I-w 0 0 z <( z <( _J Cl. G z 0 <( Cl'.'. G 7 I () REVISIONS BY w (/) ('.) w z =i z 0::: w w > w <C z ('.) I z f--w n _J ,- ,- W N LL ,- W t'l I-N (I) N z >-0 I- I-0::: <( w ('.) o_ 0 I-0::: - 2 o_ 0 =i z I <( 0 _J z I-<C w (/) 5 I- =i z I <( 0 5 z _J <( =i VJ Y'. ,- L[) c.o N I ,-n 0 ro 0) <( 5 I-z w Y'. L[) r---- L[) I "Cf L[) co I " n L[) N '--" X <( LL N r---- "Cf r---- I tj- L[) o:) I " n L[) N '--" _J w I- ro L[) 0 I-lX) w 0) Wz 0::: 0 I-I- (/) C) IZ I-I tj-VJ co <( ,-5 w (/) z tj-0 'Sf I- oZ NW ,-0::: Date 6/9/03 Scale AS SHOWN Drawn MWS Job 22802 Sheet C.4 Of Z Sheets i. ' ' ,. I GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), KING COUNTY ROAD STANDARDS (KCRS). 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 ADDITIO~IAL COST OR LIABILITY TO KING COUNTY. 2. KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DOES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE ODES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. (NOT USED) 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS A~I APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTEf< 8 IS SUBMITTED TO THE DOES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVO 1988 UNLESS OTHERWISE APPROVED BY DOES.( PLANS SHOW ASSUMED DATUM) 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 81 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILl_ED /1ND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILL[D AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13. (NOT USED) 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPlvlENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, 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. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. 15. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. ANY DEVIATION FROM APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 16. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. 17. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE TEL-800-424-555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS EXIST. EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SED11v1ENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTF,ICTORS, CHANNELS, RETENTION F AGILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC ~'LANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGf<ADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LE~IGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LllvilTS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND Gf<ADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINl~AUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC F AGILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC F AGILITIES SHALL BE lr,SPECTED DAILY (WHEN CONSTRUCTION IS IN PROGRESS) BY THE APPLICANT /ESC SUPERVISOR AND MAINT /1INED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTGI RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURlf,G THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). (REFER TO PLANS FOR MORE DETAILED r,H\1JIREfAENTS FOR PHASING) 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE l~JSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. 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. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL F AGILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION UL Tl MA TEL Y AS AN INFIL TRATIOPI SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM i,ND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMA~IENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORAF<Y EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH Q.,!ES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED OR PROTECTED WITHIN ONE WEEK OF THE BEGINNING OF -IHE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAl~I UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR. THE DOES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO ODES PRIOR TO THE PRECONSTRUCTION ~AEETING (KCC 9.04.100.D). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(L). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MA TERI AL, AND AN'( REQUIRED PIPE BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVAl'IIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (l<CRS 7 03). REVISIONS BY 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STl'<UCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). I EXPIRES 1 7/ t> "$ 5. ALL. CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 6. ALL DRIVEWAY CULVERTS LOQATED 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 7.03(L), DRAWING NO. I 2-001). : 7. 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 SPECIFICA,TIONS: 4"-8"/40-70% PASSING; 2"-4" ROCK/30-40% PASSING; AND 2" MINUS ROCK/J0-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(8), DRAWING NO. 2-024. 8. (NOT USED) PIPE MATERIALS AND BEDDING l~IFORMATION 9. ALL STORM DRAIN PIPE MAY ~E CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE ::pECIFIED IN THE PLANS. ALL PIPE JOINTS MUST BE CASKETED WATERTIGHT AND MU'.:'f BE OF THE SAME MA TERI AL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER \~S SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER r'o THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUlPMENT LOADINGS). A. DUCTILE IRON -4 INCH THROUGH 14-INCH DIAMETER PIPE SHALL BE CLASS 50 AND 16 INCH THROUGH 24-ll·ICH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH-ON, MECHANICAL, OR FLAl,IGED. (6" MIN. COVER). 8. CONCRETE -4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON-REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76. (2 FT. MIN. COVER). 10. ALL PIPE BEDDING SHALL BE APWA TYPE "F" FOR FLEXIBLE PIPE (I.E. PVC, SMP OR ADS). ALL RIGID PIPE (I.E. DUCTILE IRON OR CONCRETE) BEDDING SHALL BE APWA TYPE "8" FOR PIPE COVER Gf<EATER THAN 36 INCHES OR APWA TYPE "8'' FOR PIPE COVER LESS THAN 36 INCHES. BEDDING MATERIAL SHALL BE 5/8" MINUS CRUSHED ROCK ONLY FOR ALL PIPE EXCEPT FOR DUCTILE IRON. 11. ALL TRENCH BACKFILL IN AREi1S OF FUTURE PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM D 1557-70 (MODIFIED F'ROCTOR). ALL OTHER AREAS SHALL BE COMPACTED TO 90 PERCENT MINIMUM. 12. CONSTRUCTION OF DEWATERlr/G (GROUNDWATER INTERCEPTION) SYSTEMS SHALL BE IN ACCORDANCE WITH THE APWA STANDARD SPECIFICATIONS, SECTION 61-3.02. U) z 0 f--- <( u LL u w Q_ U) 0 z <( U) w f--- 0 z __J <( 0::: w z w (.'.) LD I u FOR PERMIT REVIEW ONLY (NOT FOR CONSTRUCTION) lD ['. lD ,.- I 'Cf- lD OJ I ,..--.... n lD 01 '----" .. X <( LL . w (/) ,.-N w ID ['. (_') ::J c.o 'Cf-z z N ['. -I Ct'.'. w I w > ,.-'Cf-w <( n lD z 0 OJ -OJ ('.) I m I z I-,--.._ w n <( n ,-ID _J ,.-s ('-.j w N '----" LL ,.-I-w n z _J I-N w w if) N Y'. I- z >-OJ 0 I-lD -Ct'.'. 0 I- <( w I-OJ (_') o__ Wo, 0 I-Ct'.'. Wz -Ct'.'. 0 2 o__ I-I- 0 ::J (/) (_') z I Iz <( 0 I-I _J z s;:j-(/) I-<( (X) <( w if) ,.-s s I-w :=) z if) -z I <( s;:j-0 0 s s;:j-I- z _J oz <( ::J NW (f) Y'. ,.-Ct'.'. Date 6/9/03 Scale AS SHOWN Drawn MWS Job 22802 Sheet C. 5 £ Of / Sheets .__ ______________________________ __, _______________________________________________________________________________ ____. ,__ ____ _. I I " RCP L=43183 4?6 __ _ 430 ( (' I / 12" RCP ALL DEBRIS TO BE REMOVED FROM WETLAl'O BUFFERS COR1\JER IN WATER (NOT SET) I I I I I \ I I SHED . -------1 • , . . . . . . , • ·. -I ':·. . -,l . r i I ----~428 \ ------------.______ ----428 260. 72' (CALC'D.) .,;I-< ~\) \ ~ov \ \ \ \ WETLA~JD DIRT PILES & AFFECTED BUFFER Al~EAS TO BE RES1J"ORED TO ORIGINAL CONTOURS (APPROX,) R ENGINEERING PLANS \ 7 I I 1 Id ' ' A i8'.9i20 SQ. FT. 14.310 -ACRES) 0 15 SCALE: 30 45 60 1· ~ 30' [2]-........ ... ' ..... . . . . . . . . . . . . . . . . ' .. ' ..... X X--X 1-1 PLANTING LIST QNTY PLANT NAME Oceonspray Holodiscus discolor © 19 © 18 Pcx:Tf!c NTrebcrk Physocarpus capitarus © 0 12 18 l\botka Rose Rosa nutkana Thlrrbleberry Rubus paNifforus BFFER AREA SEED MIX (Al IJJff,r creos dlsb.rl>ed drlng oonst.) 2\% Redtop Bentgrass A_grostos alba 25% Peremlnl Rve EIX(QUS clnenfs 25% loono fescue Festvc.a idahoensis 2>% Re<! ~escue Sledt/ig1\!ii'!~"b~/i000 sq. feet AREAS OF WETLAN)/BLfFER \i11TIGAT!ON, Jl'.X'.l.LOU\IG CLEAN.J', REGARDll\G, SEEDU\IG AJ\O PlJINTING. (15,453 SF TOT AL) SPLIT RAIL FEJ\CE SENsrr!VE AREA SIGN SlZE 5 gol. 24-36" 24-36" 2 gol. NOTES: i. BASE SURVEY II\Fo;\VJAT!ON PROVIDED BY CR/lJ'VER NORTHWEST. 2. ffiJlDffi II\FORMATION PROVIDED BY SI JEFEL EJ\Gll\EERJN3, 3, AU. REGRADED .AN}/ffi OTT-ER BARE AREAS TO BE SEEDED WITH GRASS SEED MIX SPEClFlED ON THIS PLAN. 4, SEE ENGll\EERil',G Pl.ANS FOR SQUME FOOTAGE OF MITIGA T!ON AAD RE-GRADN3 /lfEAS. I _ 1r,·,,·,,p,,, r----10' ITyp~ z· x 9· ~ 8' ml ITypJ + Nola: !~1tdl hobirot fence os ihow~ FENCE DETAIL Balled & burlcpped or containerized pion! 08 specified. Cut & remove burlap from top 1/2 of ball (b1Jrlap io be rottable) SPACING as shown as shovm as shovm as shovm 2 1/2" min. Mulch or sterile stra11 Fir spring P.lont1r.9. wood chips for foil planting Finish rode Top soil NOT TO IICAUl SHRUB PLANTING DETAIL \YETLAND SIGN l'iOTES 12" -~ JH" Aluminum ~lgu wHb white reftecll~e baek~rn!lull. J..lta~b to 8' 4"14" ~ctlur ur prcSJ1ur11 tre~tetl pu,t with 5/16"U" lag bult Set p-ust minimum 3' below gcallo. W~llaud ,igu tu ailut a1111niximaloly S' bclghl abo~~ liuisb gmde. file wetlaud/strcnm ,tgu 1b,iU he ~o,ccd ~I the boundary lietll'e•o Ille Seostlh"e Area Bulfer, Setl1ack Area or Sethaek Tr~d aull the Build lug Sclhack Area. WETLAND SIGN DETAIL NOT TO ~ALE NOT TO SCALE S.F, 184 TH STREET "' " I 0 \ B,twelve Associates, Inc. I I \ --A% ,/ \ ---~ '+C-V \ --=-----~ ----- g ASPHALT PAVEMENT 1 EL=423.58 12" METAL r I n I I I I 110! West Meeker Street Kent, Wa 98032-5751 253,859-0515 Fax 253·852-4732 U) z 0 ..... U) ..... > w et:: <J <J <J <1 Job No. A2-J25 Designed By: DM Drawn By: Q\A.. Checked by: Date: JJIE 2003 SHEET W-1 OF '"-- I I I I I I I ' \ - \ :d -1~ I_:':· i-: --~m:'kM --WS,J!;'I'~ --rt,iit --f,ht1t\,,t m.v.m ··r'J.".C:;,i':fo~;~_'.:~ --P-ffcit:! --tiii --§)a~Y~S --i~.r.Wy --~'l·tt:l~'.~1.3 --~~;t(.Z-:• --!'.::br.rl~1'ltn::::J:u-z:- ·:e:~· ;<(-}:-;:j ~\-! ',o/. \":';', ,;::,, \t~(~:«,: 11<.: f,1;'.!.:~:.~=Y.,ti· "',."'"~' t 'ffe , ~ ••• Jl.."~l ~!'-'--w s».iJ~.•,;x TRACT$ r~~~i . ~~=;;,,, ,~I,<~ I=· ~ ;, I ...... ,::.-:~~--w~r~~'.i~w,··· ·.Y-:· :s;;: :~ I ! Ci'ti' _.,.,,,,---·~'"'-"'~.ZW"'«·"~· ... ,~--~=-~ .. ~ .. ~···=···~----~-~.-.-"··=~= ':f::· ~: OfV'. MO.. t il "".=~,,W"~-... ... ,=,~·@.,, ····*"''·=···~='·~.J.· •. ·• " l ~: NO. 2 , ........ ,,,,.,··"·· -~= ,, ,. ' ' ' ' ; \. ., ' ' k ' • ' ' ' ' ., ' ! ~1 '----+·---·-···· "j ·, ' \ \ NW 33-23-05 ii itl:.'1:,:,1~!1'.C!a.l(Ji;'!·~: 1·. ~;'~pt:· i I ! VOLUME/PAGE BENSON TRAILS A PORTION OF lliE S.E. 1/4, OF lHE N.W. 1/4. SEC. 33, ll~. 23 N., RNG. 5 E., W.M., CllY OF RENTON, KING COUNlY., WASHINGTON 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 A VENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLJC 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 CITY OF RENTON, 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 CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSEL YES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD CITY OF RENTON, 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, OR SURFACE OR SUB-SURFACE 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 CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: SANDHU PROPERTY, LLC BY: ______________ _ ITS: _____________ _ 1201 MONSTER ROAD S.W., SUITE 320 RENTON, WA 98057 ACKNOWLEDGMENTS STATE OF WASHINGTON 2 5 ss. COUNTY OF ------ VIKING BANK BY: --------------1 TS: _____________ _ 1 CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: ________________ __, 20 __ SIGNATURE OF NOTARY PUBLIC: PRINTED NAME: ----------- NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: MY COMMISSION EXPIRES: ------------- STA TE OF WASHINGTON 2 5 ss. COUNTY OF ------ 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: ------------------•• 20 __ SIGNATURE OF NOTARY PUBLIC: PRINTED NAME: ----------- NOTARY PUBLIC IN AND FOR THE ST A TE OF WASHINGTON RESIDING AT: ------------------ MY COMMISSION EXPIRES: ------------- D.D.E.S. FILE No. L03P0027 KKENNETHR. ANDERSON AND ASSOCIATES. INC. Survt1ylng, l,lapplng and Land Planning 1720 South 341st Place, Suite C-4, Federal Way, WA 98003 Telephone: (253) 838-1199 Fax: (253) 838-8164 E-MaR: infoOandersonsurveyars.corn APPROVAl,,S DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS ___ DAY OF ___ , 20_. DEVELOPMENT ENGINEER CITY OF RENTON APPROVALS CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF , 20_. ATTEST: ------------ ADMINISTRATOR DEPUTY CLERK OF THE COUNCIL ClTY OF RENTON EXAMINED AND APPROVED THIS ___ DAY OF -~-, 20_. ATTEST: ------------ MAYOR DEPUTY CLERK OF THE COUNCIL CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS, OR OTHER PUBLIC USES, ARE PAID IN FULL, THIS DAY OF ,20_. '..,;;;, FINANCE DIRECTOR KING COUNTY FINANCE DIVISJ..Qti 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 , 20_. MANAGER, FINANCE DIVISION DEPUTY KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ___ DAY OF ___ , 20_. KING COUNTY ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER(S) 619960-0282 AND 619960-0320 LAND SURVEYORS CERTIFICATE_ I HEREBY CERTIFY THAT THIS PLAT OF BENSON TRAILS 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 WlLL 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 WlTH THE PROVISIONS OF THE PLATTING REGULATIONS. RECORDING CERTIFICATE KENNETH R. ANDERSON, PROFESSIONAL LAND SURVEYOR CERTIFICATE No. 29267 KENNETH R. ANDERSON & ASSOCIATES, INC., P.S. 1720 SOUTH 341ST PLACE, SUITE C-4, FEDERAL WAY, WA 98003 TELEPHONE: (253) 838-1199 RECORDING No. ---------- FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY THIS DAY OF ______ ___, 20__, AT MINUTES PAST __M. AND RECORDED IN VOLUME OF PLATS, PAGE(S) RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS A PORTION OF THE SOUTHEAST QUARTER, OF THE NORTHM:ST QUARTER, SECTION 33, TO~SHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON, KING COUNTY, WASHINGTON JOB# 05-077 SHEET 1 OF 5 f- 0 Q. :::; Q. co 0 '<I' I[) <.O 01 3: ""C ui 0 I +' Cl a:: r--r-- 0 I I[) ;;, 01 3: ;3- :::J I 0 z <( (/) I Ul ·,; Cl 0 r--r-- 0 I l{) ~ Ul ...., u .Ql., 0 '--Q. l{) 0 0 N / Ul +' u .Ql., 0 3- v:i VOLUME/PAGE BENSON TRAILS A PORTION OF lHE S.E. 1 / 4, OF THE N. W. 1 / 4, SEC. 33, TWP. 23 N., RNG. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 1.EGAL DESCRIPTION PARCEL "A": LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST 300 FEET THEREOF; AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING BETWEEN THE EASTERLY AND WESTERLY LINES OF THE BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY, AS DESCRIBED IN INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 3178820, AND LYING BETWEEN THE NORTH LINE OF LOT 4, AND THE SOUTH LINE OF LOT 7, IN BLOCK 2, NORTHWEST GARDEN TRACTS DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON, EXTENDED EASTERLY. PARCEL "B": TRACT 7, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON. BOTH SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ·nTLE REPORT NOTES AND SPECIAL EXCEPTIONS: THE HEREINABOVE LEGAL DESCRIPTION AND THIS SURVEY SUBDIVISION PLAT ARE BASED UPON THAT CERTAIN PLAT CERTIFICATE PREPARED BY STEWART TITLE GUARANTY COMPANY OF WASHINGTON, INC., TITLE ORDER NO. 205124925, CERTIFICATE FOR FILING THE PROPOSED PLAT OF BENSON TRAILS, RECORDS EXAMINED TO NOVEMBER 6, 2007 AT 12: 00 A.M. SAID HEREIN DESCRIBED PROPERTY IS SUBJECT TO PUBLICLY RECORDED ITEMS RELATING TO REAL ESTA TE TITLE SPECIAL EXCEPTIONS, BEING DISCLOSED ON SCHEDULE B OF SAID CERTIFICATE AND FURTHER DESCRIBED AS FOLLOWS: 1. EASEMENT, INCLUDING TERMS AND CONDITIONS THEREOF GRANTED TO THE UNITED STATES OF AMERICA, FOR ELECTHIC TRANSMISSION, TELEPHONE, AND TELEGRAPH LINES, INSTRUMENT RECORDED UNDER REC. NO. 3178820. 2. EASEMENT, INCLUDING TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY, FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, INSTRUMENT RECORDED UNDER REC. NO. 3919394. 3. RESTRICnONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS, AND PROVISIONS DELINEATED AND/OR DESCRIBED ON THE PLAT RECORDED IN VOLUME 46 OF PLATS AT PAGE(S) 100 IN KING COUNTY, WASHINGTON. 4. NON-TRANSFERABLE LAND USE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: BONNEVILLE POWER ADMINISTRATION AND: SANDHU PROPERTY, LLC RECORDED: JUNE 1, 2007 RECORDING NUMBER: 20070601000687 SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED, ALL REAR LOT AND TRACT CORNERS WILL BE STAKED WITH 5/8 INCH DIAMETER REBAR, 24 INCHES IN LENGTH, WITH YELLOW PLASTIC CAP MARKED "ANDERSON" "PLS-29267" AS THE SUBDIVISION ROAD & UTILITY CONSTRUCTION IS COMPLETED. ACTUAL FRONT LOT AND TRACT CORNERS WILL NOT BE SET. SIDE LOT LINES OF EACH LOT AND TRACT WILL BE REFERENCED FROM STAKED REAR CORNERS TO THE ADJOINING STREET-WARD PROJECTION FROM THE ACTUAL FRONT CORNERS, A VARIABLE DISTANCE TO THE TOP OF THE CONSTRUCTED CURBS AND MARKED WITH A "BERNTSEN BRAND" 1-1/2 INCH DIAMETER COPPER DISK SET FLUSH WITH SURFACE AND MARKED "ANDERSON 29267". 2. BASIS OF BEARING: RECORD NORTH; BASED UPON THE MONUMENTED WEST LINE OF THE NORTHWEST QUARTER OF SECTION 33 PER KING COUNTY AERIAL SURVEY; BEARING: NORTH 00'27'49" EAST. 3. ALL DISTANCE UNITS SHOWN HEREIN ARE GROUND DISTANCES EXPRESSED IN U.S. SURVEY FEET, UNLESS OTHERWISE SPECIFIED. 4. A GEODIMETER 600, 3 SECOND DIRECT READING ELECTRONIC TOTAL STATION WAS EMPLOYED TO CONDUCT FIELD TRAVERSE CONTROL OBSERVATIONS FOR ESTABLISHING PROPERTY LINES DELINEATED UPON THIS PLAT. FINAL PRECISION RESULTS MEETS OR EXCEEDS STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WASHINGTON ADMINISTRATIVE CODE UNDER WAC 332-130-090. GENERAL NOTES: 1. THERE SHALL BE NO VEHICULAR INGRESS OR EGRESS DIRECTLY ONTO S.E. 184TH STREET FROM LOTS 1 AND 16. 2. THE BENSON TRAILS HOMEOWNERS ASSOCIATION WAS ESTABLISHED ON----------~ THE ARTICLES OF INCORPORATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. 3. TRACT(S) A, 8, C, D, AND E IS(ARE) CONSIDERED A "TRACT(S)" PURSUANT TO KCC 19A.04.330; A "TRACT" IS LAND RESERVED FOR SPECIFIED PURPOSES 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 FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. 4. TRACT "A" IS A SENSITIVE AREA TRACT (S.A.T.) CONTAINING WETLANDS AND IS HEREBY CONVEYED UPON RECORDING OF THIS PLAT TO THE HOMEOWNERS ASSOCIATION FOR THIS SUBDIVISION AND IDENTIFIED MORE PARTICULARLY IN THE HEREINABOVE DESCRIBED NOTE 2, FOR THE OWNERSHIP AND MAINTENANCE PURPOSES. 5. TRACT "8" IS A REGIONAL UTILITY CORRIDOR TRACT (RUCT) AND IS HEREBY CONVEYED TO THE BENSON TRAILS HOMEOWNERS ASSOCIATION, ITS SUCCESSORS AND ASSIGNS FOR THE OWNERSHIP AND MAINTENANCE PURPOSES. 6. TRACT "C" IS FOR THE RECREATIONAL PURPOSES FOR THE BENEFIT OF ALL THE LOT OWNERS OF THIS PLAT AND IS DEDICATED AND CONVEYED TO THE BENSON TRAILS HOMEOWNERS ASSOCIATION UPON RECORDING OF THIS PLAT. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTAINCE OF TRACT "C", SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT "C" THEN THE OWNERS OF ALL THE LOTS, 1-16, SHALL BE RESPONSIBLE FOR THE MAINTAINCE OF THE PRIVATE FACILITIES. 6A.THE OWNERS OF ALL THE LOTS 1 THROUGH 16 INCLUSIVE ARE RESPONSIBLE FOR PROVIDING THAT THE BENSON TRAILS HOMEOWNERS ASSOCIATION CONTINUES TO BE A FUNCTIONING LEGAL ENTITY. SAID HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE TRACT AS INDICATED AND CONVEYED HEREIN, UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF ALL LOTS 1 THROUGH 16 INCLUSIVE, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 7. TRACT "D" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 5 AND 6. OWNERSHIP OF LOT 5 AND LOT 6 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "D", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. D.D.E.S. FILE No. L03P0027 GENERAL NOTES -CONTINUED. 8. TRACT "E" IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 9, 10, 11, 12, AND 13. OWNERSHIP OF LOTS 9, 10, 11, 12, AND 13 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "E", AND AN EQUAL AND UNDl'v1DED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 9. THE HOUSE ADDRESS SYSTEM FOR llHIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH -SOUTH ROADS WITHIN THE RANGE OF TO AND WITHIN THE RANGE OF TO 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. 10. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P#4193 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY ODES. 11. THIS PORTION IS DEDICATED TO THE PUBLIC USE FOR ROAD PURPOSES UPON THE RECORDING OF THIS PLAT. 12. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION UNLESS AND UNTIL KING COUNTY OR ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 13. A PLANTER ISLAND, IF PROPOSED WITHIN THE CUL-DE-SAC BULBS, SHALL BE MAINTAINED BY THE HOME- OWNERS ASSOCIATION FOR THIS SUBDIVISION AND IDENTIFIED MORE PARTICULARLY IN THE HEREINABOVE DESCRIBED NOTE 2, FOR THE OWNERSHIP AND MAINTENANCE PURPOSES. 14. THIS PLAT IS SUBJECT TO KING COUNTY CODE 14. 75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPUcA·noN THE RA TE IN EFFECT AT THAT TIME. 15. ROAD MPS FEES PER K.C. CODE 14.75 FOR LOT 1: ONE RESIDENTIAL UNIT WAS EXISTING, OCCUPIED AND DEMOLISHED WlllHIN THE THREE YEARS PRIOR la THE APPUcA·noN FOR DEVELOPMENT OF THIS SUBDIVISION. LOT 1 IN THIS PLAT SHALL BE EXEMPT FROM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. 16. FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21A.43.050. THE BALANCE OF THE ASSESSED FEE, $0.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. 17. SCHOOL FEES FOR LOT 1: ONE RESIDENTIAL UNIT WAS EXISTING AND DEMOLISHED PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOT 1 OCCURS ON OR PRIOR TO (THREE YEARS AFTER DATE OF THE ISSUANCE OF THE DEMOLITION PERMIT), THEN SAID LOTS SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEES. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOT OCCURS AFTER THEN THE FULL ASSESSED FEE, $0.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SEE K.C. CODE 21A.43.070.A.2. 18. A 10.00-FOOT WIDE PUBLIC ROAD, STORM, AND UTILITIES EASEMENT (PSRUE), SHOWN HEREIN, IS HEREBY CONVEYED TO KING COUNTY, OR ITS SUCCESSOR AGENCY, FOR THE PURPOSE OF OPERA TING MAINTAINING, AND REPAIRING THE UTILITIES CONTAINED THEREIN. 19. AN OVERLYING EASEMENT IS HEREBY CONVEYED TO KING COUNTY, OR ITS SUCCESSOR AGENCY, OVER, UNDER, ACROSS, AND UPON TRACT "8" FOR THE PURPOSE OF OPERATING, MAINTAINING, AND REPAIRING THE DRAINAGE FACILITIES CONTAINED THEREIN. 20. THE 10.00 FOOT GUY ANCHOR EASEMENT, SHOWN HEREIN, IS HEREBY CONVEYED TO PUGET SOUND ENERGY, OR ITS SUCCESSOR AGENCY, FOR THE PURPOSE OF OPERATING MAINTAINING, AND REPAIRING THE UTILITIES CONTAINED THEREIN. 21. ANY FUTURE RESIDENCE TO BE CONSTRUCTED ON THIS PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 130 SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) OR ITS SUCCESSOR AGENCY. 22. THE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P-4193 ON FILI:: WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL OF THE PROPER AGENCY, CURRENTLY DOES. 23. THE 5.00 FOOT PO\\£R EASEMENT, SHOWN HEREIN, IS HEREBY CONVEYED TO PUGET SOUND ENERGY, OR ITS SUCCESSOR AGENCY, FOR THE PURPOSE OF OPERATING MAINTAINING, AND REPAIRING THE UTILITIES CONTAINED THEREIN. KENNETH R. ANDERSON AND ASSOCIATES, INC. Surv•ylng, Mapping and land Planning 1720 South 341st Place, Suite C-4, Federal Woy, WA 98003 Telephone: (253) 838-1199 Fax: (253) 838-8164 E-Mail: lnfoOandersonsurveyors.com S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 SHEET 2 OF 6 l-o a.. ::::; a.. 00 0 ~ lll 0 01 3: "O I{) 0 I +' 0 a: " I"- 0 I l() ;;- 01 3: ~ ::::> I a z <i: (/J I (IJ ·s: 0 0 " I"- 0 I l() ;;- (IJ +' u Q) ·a L. a.. l() 0 0 ;:J- (IJ +' u .!!!, 0 3' cii VOLUME/PAGE BENSON TRAILS A PORTION Of lHE S.E. 1 / 4, OF THE N. W. 1 / 4, SEC. 33, TWP. 23 N., RNG. 5 E., W.M., CITY Of RENTON, KING COUNTY, WASHINGTON CITY OF RENTON DRAINAGE EASEMENT AND COVENANT: ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS • PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER 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 HA VE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM THE CITY OF RENTON, AND ANY REQUIRED PERMITS FROM THE CITY OF RENTON FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. CITY OF RENTON DRAINAGE EASEMENT AND COVENANT FOR RECREATION TRACTS: A DRAINAGE EASEMENT AND COVENANT OVER TIRACT "c", IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITlCAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT FOR THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS TO ENTER SAID DRAINAGE EASEMENT AND COVENANT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED HEREIN. ONLY THE FLOW CONTROL AND WATER QUALITY FACILITIES CONTAINED WITHIN THE TIRACT WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY THE CITY OF RENTON. MAINTENANCE OF ALL OTHER IMPROVEMENTS ON THIS PROPERTY SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE COST FOR THE RESTORATION OF ANY NON-DRAINAGE IMPROVEMENTS REMOVED OR ALTERED AS THE RESULT OF THE MAINTENANCE, REPAIR AND RECONSTIRUCTION OF THE DRAINAGE IMPROVEMENTS. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON, OR ITS SUCCESSOR AGENCY, FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT AND COVENANT IS INTENDED TO FACILITATE REASONABLE ACCESS FOR THE OPERATION, MAINTENANCE, REPAIR AND RECONSTIRUCTION OF THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. DOWNSPOUT NOTE: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTILET AS SHOWN ON THE APPROVED CONSTIRUCTION DRAWINGS NO. P#4193 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) AND/OR THE DEPARTMENT OF TIRANSPORTATION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTIRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTIRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTIRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH SAID PLANS. ALL INDIVIDUAL STUB-OUTS AND INFIL TIRA TION SYSTEMS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. EASEMENT PROVISIONS: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SOOS CREEK WATER AND SEWER DISTIRICT, QWEST COMMUNICATIONS, COMCAST CABLE, PUGET SOUND ENERGY, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STIREET FRONTAGE OF ALL LOTS AND TIRACTS, IN WHICH TO INSTALL, LAY, CONSTIRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY F AGILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY Wl·n-i ELECTIRIC, TELEPHONE, TV, 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 THE TIRANSMISSION OF ELECTIRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATIACHED TO A BUILDING. PUBLIC DRAINAGE EASEMENT RESTRICTIONS: STIRUCTURES, FILL, OR OBSTIRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITlONALL Y, GRADING AND CONSTIRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY. D.D.E.S. FILE No. L03P0027 REFERENJ;ES: KING COUNTY ASSESSORS MAPS OF SECTION 33, T. 23 N., R. 5 E., W.M. PLAT OF NORTHWEST GARDEN TIRACTS DIVISION NO. 6; VOL. 46, PG. 100. KING COUNTY DEPARTMENT OF PUBLIC WORKS, SURVEY BRANCH, GEOGRAPHIC INFORMATION SYSTEM, MONUMENT INFORMATION DATABASE. RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS: DEDICATION OF A SENSITIVE AREA TIRACT / SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TIRACT / SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE HEALTH, SAFETY, AND WELFARE, INCLUDING CONTIROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TIRACT / SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TIRACT / SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEA VE UNDISTURBED ALL TIREES AND OTHER VEGETATION WITHIN THE TIRACT / SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TIRA CT / SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN TIRACT / SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTIRUCTION, OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TIRACT / SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE 15-FOOT BUILDING SETBACK LINE, UNLESS OTHEl~WISE PROVIDED BY LAW. S£p -3, (IJfJ9 KENNETH R. ANDERSON AND ASSOCIATES, INC. Survt1ylng, Mapping and Land Planning 1720 South 341st Place, Suite C-4, Federal Way, WA 96003 Telephone: {253) 836-1199 Fax: (253) 638-6164 E-Mail: lnfaOandersansurveyors.com S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 SHEET 3 OF 6 l-o 11.. :::i! 11.. co 0 -¥ L{) co Ol 3: "O ,ri 0 I ..... 0 0:: r-... r-... 0 I L{) ;3- 0l 3: :3-=> I 0 z <( (/) I (/) ·s: 0 0 r-... r-... 0 I L{) :3- (/) ..... 0 .!!!. 0 ... 11.. L{) 0 0 ,. (/) ..... 0 .!!!_ 0 3' en VOLUME/PAGE BENSON TRAILS A PORTION OF , 28 FOUND MON IN CASE, 32 33\__4"X4" CONC. W/ BRASS PIN, 0.50'± DOYIN AT INlERSECTION OF S.E. THE S.E. 1/4, OF TliE N.W. 1/4, SEC. 33, TYtf. 23 N., RNG. 5 E., W.~I., CITY OF RENTON. KING COUNTY, WASHINGTON 1 1 176TH STREET AND S.E. PETROVITSKY ROAD. VISITED 3-15-2005. I SE. 180TH ST. ~--:~--w , _ ~~-w w S88•49•30•E 1021.22'(C) J 659.81 (M) ---\~-1----296.14'(C) 296.70'(P) lFOUNO 4"x4" MON IN \ r--FOUND 4"x4" MON IN CASE WITH BRASS PIN, CASE, 0.2'± DOYIN, AT I I I 1.1'± DOYIN, AT INlERSECllON OF S.E. 180TH INTERSECTION OF S.E. 301 STREET AND 120TH A~UE SOUTH. 180TH ST. AND 118TH { VISllED 11-21-2005. AVE. SE. .SlED 11-21-2005. 1 f I I ' I I I I I I I I ~~-~~~~~~ LOT 3 LOT 4 --- -: __ ,, \' M21'(c~':~t- \ ~ \ c,, ~ \ '&. 'o\ ;:.;,, "· \ \ \~; FOUND CENTER OF TRANSMISSION LINE TOWER. VISllED t ~ 11-22-2005. 1 lJNPLl~ TTED '3042 S88'51'1TE 260.80' \ I I I I I \ o EASTERLY EXTENSION, -\-__...- • w (/) I I I ' I I I ,~ I • I~ 11 1 -. lw L t y~ ------------_' ___ -~-- 1 i L~----~o..\ 0---300.00--' -,---~S88:;;;;'5;:,1 i:-::11~E!"":2~1="7,5':'::3:r-~~.;...~ I ~ E. LINE, w. 300', LOT 5 18 I w' :ON~i~LLE i~ 11 N. LINE, LOT 4 s ~ \Wi ' c:. \F\ \ "'·cfl ---~ ' 01..r:iri 7-r:,o.oo II '"'p~_ , _ I TRANSMISSION 'o. ~--~~~ t RIGHT OF WAYc~~'g, I iD ,::, I I en. io ,n SEE -:t' " " 1 I ~,i 8 S88'51'or PARCEL A ':"!._ ~ DETAIL •A• z E ~~ 1 ,>--'\_ _ 0. 191 S88'51'07•E 561.18' --------, ~ ~ ~ 1 1 ' ' --\ S ~,,.----0 _ 300.01 C) ---,, /----·-""~' 261.17'(C) LOT 5 -~.::::;~, ·~ ~ ~ 1 \ ::~:~~~ \ ,-_ t:.~':S'(;;, 261.36'(c> -2s-1.-s2-·c-P> -LO_T...::..7_ -__ -_:--r .. '\<A cJ) \~ I ~, ~ ......... \ ...... 60 30 \ SCALE IN FEET 0 60 SCALE: 1 • = 60' I[) ;'-' I- N 0 N _J ~ --;-0 0 0 o n z 3: w z ::J i.J LOT 5 N88'51'07"E LOT 6 r-- w 1-, 0 :g _J '-t--v W . z 8 ::J z 3: 0.19' LDT :~ ~:.c.~~.P. 781064 I -< '. .. ~' l '1';2\i ' I ...--<' "' "' c::. ,('' ~,,:' V I'-(' \ .. -,_, \ \-r'I ..... <;/ \ '(' Q .. if','-: ..... ~~\ .. -~ \ \ I I "'\, ''.. \ ' :.·• \ \>' ,-, ~ I ,,,v 1'\ .,,,. ,-~ \ ' ~ / , ., ~~:~=f}· ..-PARCEL "8" ~ \\ \ \ 1 120 LOT 5 LOT 7 l-o 0. ::::. 0. O'.) 0 ~ l{J <D I '"' ~ = I i --; M \ ~ ~ \ \ I ' . ..-.._: :~ ,IJ.I I » ~O, \ \ I c, l3 I fJ\ ~ ~ \ g I I; I ~~ ~ ~ \ ~ I I I 100 !£AR °'"" SI.IFACE \ " I I I ( EI..EVA71(JI PfR ENQIEER PU.NS ; r 130 ', 3°'1 \ 's \ PmVATE EASEMEN~FOR RO,OWAY ~:~~' & ~ I I ~ \ PURPOSES AFN +416152 LINE, LOT 7 " I I I 300.00'(P) c;2, \ \1 \ 81 J lj y_ "-..J PRIVATE EASEMENT FOR 1 I j ~~--299 ·85 '(C) ---343.J,~'(P) 343.17'(C) '°" '"-~-~3~~it(s'fr°Nu3~~Jj94 ~ 32 3--3-_ 131318'(M) / ----0 -~8~! ~'-~----------:=~~tj. f=~-------..:::.:~~~F,~1 .:.:;:.;;;;-;;.-,\ r,~:.._...::::::.~ .. ;:L~i.. __ i__ [ -· --, ';-::--t') 329 B6'(C) ~ I 682.04'(P) 681.74'(C) / ---~_./L -w v/1 w • I -------w 351,88'(~ --~ ---------0 w ----S88'51'06•E 942.54'(C) ~ L FOUND ALUMINUM SURFACE MON IN CASE WITH PUNCHMARK, 1.65' DOYIN, AT INTERSECTION OF S.E. 184TH STREET AND 116TH l ~~~ t') ~ IN CASE WITH LEAD • I ~ 11 0~ 2 A 1 :Vl 2 •00iTE 5 3•'g _S_E_.-1-84 TH_S_T_~_ ----,,-------Www~~~~~~~~w~~~.~w-_:\www--ww~\ww, 1 A~UE SOUTHEAST. VISITED 11-21-2005. I , I l LEGE~IJ; (c) CALCULATED (M) MEASURED (P) PLAT OF NORTHVt£ST GARDEN TRACTS DIV. NO. 6 VOLUME 46. PAGE 100. (KCAS) KING COUNTY AERIAL SURVEY (RECORD INFORMATION) @ SET STANDARD KING COUNTY MON. IN CASE (SET AS CONSTRUCTION IS COMPLETED) © SENSITIVE AREA TRACT (SEE NOlE +, SHEET 2 OF 6) ® STORM DRAINAGE TRACT (SEE NOlE 5, SHEET 2 OF 6) D.D.E.S. FILE No. L03P0027 ® 0 ® @ @) @ @ STORM DRAINAGE AND RECREATIONAL TRACT (SEE NOTE 6, SHEET 2 OF 6) JOINT USE DRIVEWAY TRACT (SEE NOTE 7, SHEET 2 OF 6) PRIVATE ACCESS TRACT (SEE NOTE 8, SHEET 2 OF 6) RIGHT OF WAY DEDICATION AREAS (SEE NOTE 11, SHEET 2 OF 6) 10' PUBLIC ROAD, STORM, AND UTILITIES EASEMENT (SEE NOTE 18, SHEET 2 OF 6) 5' POVt£R EASEMENT (SEE NOTE 23, SHEET 2 OF 6) 10' GUY ANCHOR EASEMENT (SEE NOTE 22, SHEET 2 OF 6) \Jo II 1 •• 1 I J IL.....!.., _J..,.1J._1 r-... FOOND ,-, BERNSJEN MARl<ER AT ; CENTERLINE OF EASEMENT. 0 VISllED 11-22-2005. .!11, C" 2 IIJ; O ,, . ;;; P!annih~ IJtlnto;-,, <ii ' .J/Vi0 l(ENNETH R. ANDERSsBN ,., )rJ AND ASSOCIATES, INC. r::. '3 ,.Jug Surveying, Mapping and Land Planning /csi r.·, .. 1720 South 341st Place, Suite C-4, Federal Way, WA-·Jjl!l_oq('u- Telephone: (253) 838-1199 Fax: (253) 838-8164 ~-_, , 7({0;"fl7rc"" E-MaD: infoOondersonsurwyors.com -..,, 17 lfJi i S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 SHEET 4 OF 6 LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 CURVE C1 C2 C3 C4 C5 C6 C7 CB C9 C10 C11 C12 C13 C14 C15 LINE TABLE LENGTH BEARING 28.18' N87'21'32•w 21.57' S74'26'57•w 20.19' S4218'49"W 20.95' N83'58'33•w 14.43' S68'01' 42•w 16.98' S8910'30"E 3.81' S66'09'35"E 7.15' S87'21'32•E 10.83' N4218'49•E 9.36' N4218'49"E 8.61' N68'01 '42"E 5.82' N68'01' 42"E 37.67' S88'49'03"E 7.93' S57'26'18"E 2.67' N88'49'03"W 2.31' S57'26'18"E 7.73' S04'48'17"E 15.15' S08'20'34"W 16.65' S24'04'22"W 5.47' N08'20'34"E 9.68' N08'20'34"E 17.26' N15'39'51 "W 20.31' S54'25'43"W 12.09' N40'52'54"E CURVE TABLE LENGTH RADIUS DELTA 39.49' 25.00' 13.30' 42.00' 20.19' 42.00' 20.53' 42.00' 24.57' 42.00' 26.45' 42.00' 27.53' 42.00' 54.57' 42.00' 12.63' 25.00' 12.16' 25.00' 8.06' 25.00' 39.05' 25.00' 13.69' 25.00' 13.69' 25.00' 25.48' 42.00' ~ GUY ANCHORl 'el EASEMENT S88'51 '06"E 10.00' ---- DETAIL •B• N.T.S. 90'30'36" 18'08'57" 27'32'54" 28'00'00" 33'31'17" 36'04'38" 37'33'31" 74'26'48" 28'56'38· 27'52'42" 18'28'47• B9'29'24" 31'22'46" 31'22'46· 34·45'10· -, w . 00 I 1.22' BENSON TRAILS A PORTI~ OF lHE S.E. 1 / 4, OF THE N. W. 1 / 4, SEC. 33, TWP. 23 N., RNG. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON .. r--__ ) (Y' ,~) ,-1 I ' .... .1 r--__ ) SEE DETAIL "A" \_ / JOINT USE DRIVEWAY TRACT 1,063 SF. 0.024 AC. r<) 0 N ""' E. LINE, W. 300', LO r 5 TRACT "A" SENSITIVE AREA TRACT 173,052 SF. 3.973 AC. © CLASS II WETLAND & 50' BUFFER - 3: 3: 4,091 SF. 'f..-3,042 SF. !::: 0.094 AC. i;; . 0.070 AC. ~ ~..... y-1 ,....._ ·-co rvvvvv\ 0 ~ _ 0 N ~ 0 O IXXXXXJ ul ;: U> en 0 0 Lri st • L13 ~~ (j) 35.26' N 31. 95' S88'49'03'E 67.21' 4 L16 3,600 SF. 0.083 AC. lXXXXXi S88'49'03"E 80.15' 1 3,405 SF. 0.078 AC. lXXXXX! 55.17' LB 7 3: 3,268 SF. 'f..- 0.075 AC. ;::; \0 [xXXXXI 8 (/) 8 3: 3,519 SF. ~ 0.080 AC. ~ 0 IXXXXXI ~ \ ' LOT 4 LOT 5 W. LINE, BONNEVILLE TRANSMISSION RIGHT OF WAY J5' BUILDING SETBACK LINE L6 ......-----~ ...; LOT 7 00 9 3: 'f..- 3,371 SF. r<) 0.077 AC. 10 0 0 IXXXXXI (/) ,r-21.65' 13 3,567 SF. 0.081 AC. /xxxxxr 55.22' I S88'51'06"E 0 ai 00 3: . ,.._ "' 10 0 0 (/) r:: I 40 20 --..... 11 4,314 SF. 0.099 AC. ~ N89'10'53"E 62. 17' U) 08 q.;,: U") (D ""' c5 -..J ,..f SCALE IN FEET r -0 40 SCALE : 1• = 40' LOT 5 LOT 6 ~ ~ ~ k ~ N88'51'07"E ,.._ w >- a 0 :g -' ':,j-• ""'w . z g :J z:;::: 0.19' 5,548 SF. 0.127 AC. IXXXXXI 96.43' VOLUME/PAGE 80 LOT 5 LOT 7 0 t'") ___ -/ ,.,A----329.86'(c) .. I I. 10 1C! ,g -....... 1,,,,- GUY ANCHOR EASEMENT @ ~ SEE DETAIL "B" 97.45' 254.43' SEE SHEET 4 OF 6 FOR BASIS OF BEARINGS AND ADDITIONAL CONTROL INFORM A TlON OUND 4"x4" MON IN CASE WllH LEAD & TACK, 0.3'± DO~. VISITED 11-21-2005. LEGE~C; (C) CALCULATED (M) MEASURED (P) PLAT OF NORlHWEST GARDEN 'TRACTS DIV. NO. 6 VOLUME 46. PAGE 100. (KCAS) KING COUNTY AERIAL SURVEY (RECORD INFORMATION) ® SET STANDARD KING COUNTY MON. IN CASE (SET AS CONSlRUCTION IS COMPLETED) © SENSITIVE AREA TRACT (SEE NOTE 4, SHEET 2 OF 6) ® STORM DRAINAGE 'TRACT (SEE NOTE 5, SHEET 2 OF 6) D.D.E.S. FILE No. L03P0027 ® 0 ® ® @ @ @ 0 t'") STORM DRAINAGE AND RECREATIONAL TRACT (SEE NOTE 6, SHEET 2 OF 6) JOINT USE DRIVEWAY 'TRACT (SEE NOTE 7, SHEET 2 OF 6) PRIVATE ACCESS 'TRACT (SEE NOTE 8, SHEET 2 OF 6) RIGHT OF WAY DEDICATION AREAS (SEE NOTE 11, SHEET 2 OF 6} S88'51 '06"E ---------- 10' PUBLIC ROAD, STORM, AND UTILITIES EASEMENT (SEE NOTE 18, SHEET 2 OF 6) 5' POWER EASEMENT (SEE NOTE 23, SHEET 2 OF 6) 1 O' GUY ANCHOR EASEMENT (SEE NOTE 22, SHEET 2 OF 6) -- SE. 184TH -- ST. KENNETH R. ANDERSON AND ASSOCIATES, INC. Survt1ylng, Mapping and Land Planning 1720 South 341st Piece, Suite C-4, Federal Way, WA 98003 Telephone: (253) 838-1199 Fax: (253) 638-8164 E-Man: lnfoOandersonsurveyors.com S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 SHEET 5 OF 6 f- 0 a. :::. a.. O'.) 0 ~ I[) (D O'l 3: 'O If) 0 I +' 0 a: r--. r--. 0 I I[) ~ O'l 3: ;3- :::> I 0 z <( U) I (J) "> 0 0 r--. r,.. 0 I I[) ~ (J) +' 0 Cl) ·o ,._ u. I[) 0 0 ,. (J) +' 0 .~ 0 3' cii LINE TABLE LINE LENGTH BEARING l1 28.18' N87'21 '32"W L2 21.57' S74'26'57"W L3 20.19' S42'18'49"W L4 20.95' N83'58'33"W L5 14.43' S68'01 '42"W LS 16.98' S89'10'30"E L7 3.81' S66 '09' 35•E LB 7.15' S87'21'32"E L9 10.83' N42'18'49"E l10 9.36' N42'18'49"E L11 8.61' N68'01 '42"E L12 5.82' N68'01 '42"E l13 37.67' S88'49'03"E L14 7.93' S57'26'18"E L15 2.67' N88'49'03"W l16 2.31' S57'26'18"E L17 7.73' S04'48'17"E L1B 15.15' S08'20'34"W L19 16.65' S24'04'22"W L20 5.47' N08'20'34"E L21 9.68' N08'20'34"E L22 17.26' N15'39'51"W L23 20.31' . 554 '25' 43"W L24 12.09' N40'52'54"E CURVE TABLE CURVE LENGTH RADIUS DELTA C1 39.49' 25.00' 90'30'36" C2 ,.~.30' 42.00' 18'08'57' C3 20.19' 42.00' 27'32'54' C4 20.53' 42.00' 28'00'00' cs 24.57' 42.00' 33'31'17" C6 26.45' 42.00' 36'04 138' C7 27.53' 42.00' 37'33'31' C8 54.57' 42.00' 74'26'48" C9 12.63' 25.00' 28'56'38" C10 12.16' 25.00' 27'52'42" C11 8.06' 25.00' 18'28'47" C12 39.05' 25.00' 89'29'24' C13 13.69' 25.00' 31'22'46" C14 13.69' 25.00' 31'22'46" C15 25.48' 42.00' 34•45'10· LEGEND: (C) CALCULA1ED (M) t.lEASURED (P) PLAT Of NORTHv.£ST GARDEN TRACTS DIV. NO. 6 VOLUt.lE 46. PAGE 100. (KCAS) KING COUNTY AERIAL SURv£Y (RECORD INFORMATION) @ SET STANDARD KING COUNTY I.ION. IN CASE {SET AS CONSTRUCTION IS COMPLETED) © SENSITIVE AREA TRACT {SEE NOTE 4, SHEET 2 Of 6) ® STORt.l DRAINAGE TRACT {SEE NOTE 5, SHEET 2 Of 6) ® STORt.l DRAINAGE AND RECREATIONAL TRACT {SEE NOTE 6, SHEET 2 Of 6) (j) JOINT USE DRIVEWAY TRACT {SEE NOTE 7, SHEET 2 Of 6) ® PRIVATE ACCESS TRACT (SEE NOTE 8, SHEET 2 Of 6) @ RIGHT Of WAY DEDICATION AREAS (SEE NOTE 11, SHEET 2 Of 6) @) 10' PUBLIC ROAD, STORM, AND UTILITIES EASEMENT (SEE NOTE 18, SHEET 2 Of 6) @ 5' POv.£R EASEMENT (SEE NOTE 23, SHEET 2 Of 6) @ 10' GUY ANCHOR EASEMENT (SEE NOTE 22, SHEET 2 Of 6) D.D.E.S. FILE No. L03P0027 VOLUME/PAGE BENSON TRAILS A PORTION OF lHE S.E. 1/4, OF THE N.W. 1/4, SEC. 33, TWP. 23 N., RNG. 5 E., W.MI., CITY OF RENTON, KING COUNTY. WASHINGTON ~ ~ q ~ ~ \ ~ rn 1J2ND A VENUE 5.£ S88'51'17E 260.BO' EASTERLY EXTENSION, ---- N. LINE, LOT 4 \ \ \ TRANSMISSION LINE EASEMENT (SEE TITLE REPORT NOTE 1, SHEET 2 OF 6) \ ~ \ -\ TRACT • A" 10 ~-z. SENSITIVE AREA TRACT \ 173,052 SF. ~ 3.973 AC. CLASS II WETLAND & 50' BUFFER SCALE IN FEET P~~---1 1 40 20 0 40 SCALE : 1• = 40' I I .. I 1-, l A -1--.-1--,-... I I I\ l 1-i l I. \ I I I-I I l,.)1 11 t •• ,-l I I I •• .!_, i I 80 ~ ~ ~ O' ~ (1) \ \ S88'05'55"E 63.54' TRACT "B" REGIONAL UTILITY CORRIDOR TRACT 16,255 SF. 0.373 AC. EASTERLY EXTENSION, S. ----LINE, LOT 7 \ PRIVATE EASEMENT FOR ROADWAY PURPOSES AFN 4416152 \ PRIVATE EASEMENT FOR ,,----ROADWAY AND UTILITY PURPOSES AFN 3919394 198.13' .. 0 ~~ ~ \ -r'~....i...--130.40'(C)..._____ 65.20'(C) \ S8B'5l'06"E .., -~1-----------\ \ l )! '4 J·' !__ a'·} / 1 !:. JJ =~ l: ,J {:1 \ • ('>:.... \ KENNETH R. ANDEns,gintor AND ASSOCIATES. INC. ~ JIV;srori Surveying, Mapping and Land Planning SFP _ 1720 South 341st Place, Suite C-4, Federal Woy, WA 98003 3 ~•JJ9 Telephone: (253) 838-1199 Fox: (253) 83Bit.164 E-MoO: lnfoCkmdersonsurveyors.com if?.y ff; /'r"' (i"" _ -. I I -'=l'::,lj \•, /;c-;,"/,CJ) S.E. 1 4, N.W. 1 4, SEC. 33, T. 23 N., R. 5 E., W.M~ ~ JOB# 05-077 SHEET 6 OF 6 l-o Q.. :::e Q.. co 0 ~ U1 <D Ol ~ ,:, Lti 0 I +' 0 a:: r--r-- 0 I U1 )?, Ol ~ ;!, ::::i I 0 z <! (J) I (/) ·,;; 0 0 r--r-- 0 I U1 )?, (/) +' () <I) ·a ... Q.. U1 0 0 ~ +' () .!!l, 0 3' cii 0 D C 'll LJ 0 0 > 0 Vl = < N 0 Cl S.E. N. W. SECTION 33, 23 N., ·,\.,'1Li/J/iJ/.J -'Hv.. ,,,;'r}..'~' //i'i/i///i'/.i 'i'/J//J··"r, /-'~11""-\ .. ,-"' • 1/ 4, 1/4, i: ! }'·, . \'\U RGE. W.M. 5 E.' DRAINAGE NOTES I ·'' i';'.J, J!\('-1·); //1//1'1,// ,,if/'1 1,f,i 1 ,I 11 .'//.f: i'/;r·///1 1!/\//f,·1-·11,· 11 /1 ,1 r/, ,-.· ,1 : i ,-i : /-''>-. I / > I · ' ' 1 , 1 / J , , 1 • 1 r , · 1 r ( o f1 J1 / r r l 1 1 I f 1 ,, / / , J ; .' [ / i////// ,;\,'/ ·', /I/'/, I /////// '/////;/ '/,1///,/1/,/,/// ,' !/,/.,,'//'/./,.'/ ,i //,,//\//j'/'.{·~1////,//1.///,///.'i/'//'// 1. 2, PROOF OF LIABILl1Y INSURANCE SHALL BE SUBMITIED TO DOES PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04. 100.D), ALL PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH WSDOT 7-08. THIS SHALL INCLUDE THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO THAT THE UNIFORMLY DENSE UNYIELDING BASE. LEVELING AND COMPACTING THE TRENCH BOTIOM, ENTIRE DRAINAGE FACILl1Y IS SUPPORTED BY A ,.',./! I ,111 / !1r i ,11 _!1; l11,1J//'.!l11,1,IJJ// 1/, flt ,,,11J /.J -· .r it r J'·iJr1 •1;J ,.! 2 1,I'·· 111 11 i'r',11//i~,1 lf'1 1 r r , r. ,i ,' .,, ,' , ,' 11 11 1 1! .I I I ( t b'ERlMETER.' ! ,,, ;' ,' ,· 1 .· . .1 , ,,' 1r ! ;' 1· · , r / t 1 , , 6 , ' , I I t ' 1 .-1 1· , •,, ., • 1 • 1 .r ,.' .,' ,' ,' "'· ·,: .01SP Rs10N r .,1 ,i .r' 11 .,1 1,r ,' ,.·.' , ,, ,' .. _j .. --' ·1· '?·1.·l / ____ 1_/_,-_J.J l l J l.i :I . / / lUFFER( ),c4.5.: / / / / / /X.' I, ix1 .. -xi .I.ix· .. ~·\1i'TRENCH i' ·c4.7 ; i .i I, I· Ir/, 'T ,/ ;11 :,iii-/ ,·111>;.'i}i/ I If j ' ; I .FENCE' TYP ' ' .'If,!/ !'J/':/ * )_ ... -... , .. /._, .! , ' .: x~1Y'p-)' .')'/,'"• _. : .r .'ii l ,; /.!I 3 . STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETIER INSIDE AND OUTSIDE (KCRS 7.03). 4. 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 FACILl1Y SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05), ·i' ! '.! IJ. !·/,..);',.·,j' f L . I _,,.·("1! {_...",-:·'"-·'·---.. r I .I !' 1-.... , ... 1' ,' )·, )'. /I!'_;·. f) } ,' I l): " . .I! , ':/ I' //"' /· .. ,.__.. '··' •• .,,,1l1. · '--.. , .• ,fe>,/J'"-'1,.::-,,··,'.1 11 .,·./,';,' / / _; ,· , j i J' :,. <: \· ·1 .L} r / ' / .i --·,7-,.;_,,. · '"'"'N--J .. _, ,-. . ' 1 r . -1 · , I I I ' • _. "-• ~ I ;_.....--__.. . . .. I I • f ' ',' ,' • i !' ,' \ : ,I ( I .i /,. ( ,·_J~ .. f-···-·-1 .'"' 'i l/i-~i--+-'1/ ~----,. ___ -....... -... ,.,_·:.---1 -J .';.r,{ .. · .. , I /'',,(; '-i 1 I!'/,;' ~ / i 1 .:' / ; WETLAND -~ . 1 / , ·,l(;..lf x / 1-,,.-: -· ____ .... ---. . ~ -~~ ·• .... _ --------.. :L_):',x~. i ,.l x;",l '/~~· ... /\,,.'.,/ 11/ 1/ 1 .. '/ *-) 1 i / ·' SIGN, (~P.) , C4.'5-/ Y / ..... . ----~ .. I · , .. 1 _t , ,1 , : 1 , . ' i~ 1 : ,1 I u"!). -· 432......-------:: +· i \"' / i , 5, 6, ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, AND SHALL INCLUDE THE STAMPING TO STREAM, DUMP NO POLLUTANTS" AND "PROPER1Y OF KING COUN1Y" (KCRS 7.05). "OUTFALL ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUN1Y RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A OF THE DRIVEWAY TO THE BOTIOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE 2-001 ). MINIMUM 3:1 SLOPE FROM THE EDGE SLOPE (KCRS 7.03(L), DRAWING NO. • .. J ( I I i; 11 ' 'I I I st 11 I i t' ~ W O . w Ji : ~ I s r I ~ I ,,,,h-==--x~x~x~x'.-'i/'i;'. I -,::;)<. _,, ___-, ~'ftil_·' '<( ~ ~-----"· . ._,,, u, ·· · \' ./x7 .. 7, ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT (1 '), AND MUST MEET THE FOLLOWING SPECIFICATIONS: 100% MUST PASS THE 8" SIEVE, 40% MAXIMUM CAN PASS THE 3" SIEVE AND 10% MAXIMUM CAN PASS THE 3/4" ·.----<· .. Ji:· ; ~ _j-. .· ____ / 1:. ":k1* . ,-'-.. ----@ ~ @ O · .· 'Iii · 8, SIEVE. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7,02(8), DRAWING NO, 2-:024, DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUN1Y. ...... _,,, ,. 0 I '/11 C ·. l!f / \, ---+----~~/' ·; / / .' ·. 434--,I : . I . ; I ' ' CB#B I ,' / I . CB#7 ~::: i ~~~~i6~g3 ' ;*/ .. ,'1 //i 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. i 0 ' ' ' ' -434-. / I / I END CUR MATCH SI EWALK CB#5 STA. 11 +93.04 8 (12,18' LT),. 1 C4.3 0 0 STREET TREE (TYP) - CB#4 STA. 11 +2B.64 (10.17' LT) //I I I • . ' ' (j) END CURB MATCH SIDEWALK CB#6 STA 12+ 13.23 (47.63' RT) CB#1 (SEE DETAIL THIS SHEET) STA. 11+29.64 ( 15.48' RT) B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. ' STAKE MARKED "STORM" OR "DRAIN", THE STUB-OUT SHALL EXTEND r ---L~' fN::~111622?.8±7~31. 9J8li--,,,,,.::!...L-,----:;;~::::t-=======--~ (,!/,, *' i' / I E 46116 1--,,c._ / I / -1307 , .. ,::'\, , . , / ,, ; · / / ,/ ,,;,,/, C, PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04. OTHER ACCEPTABLE DETECTION. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR ( \ / I / I / ' ' ' .''i: /1'·~·;; '-/ I, , :' 1· .. ' I • ' .--I , " - . ) (' .-. ., 1--: '' ·-·,: n· h" ,,~-, / 5. 14 /l ,\ i'' ,' ' ' \' ' / CB#8A N~162868.67 E-1307537.19 @ .'.. . I , .. ,, I' . ,, ' iLtil' ,/ '·< r' 1'..ll" .i . .i ,/; ' .,,, i : f I ,/ ! l ' i /_,. J / I -.. ,I-' i I I ·./ i)< .. '.r//// .. _r'.·.,_ I --1 :' / / / / ' ' ' I I J , ' i' I r , ii~ 1..,,// / / I r1.,'\i i /' • / )! I ' J ,. ,! ! 'X J '-,, i ' l 1 ::I( J :1 ! if ,:::'I / ; · (If' i i I ', · I . ! I .. ! I J ! i ; ,I I r' ' ' . I • I I ! I 9, D. E. F. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS o:c ALL STUB-OUT (E.G., POWER, GAS, TELEPHONE, TELEVISION, ETC.). ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. CONVEYANCE LINES WITH RESPECT TO ALL PIPE ENDS WITHIN THE ROADWAY REQUIRE BEVELED END SECTIONS PER KCRS 7.03L & DWG 2-001. UTILITIES 10. CONTACT HENRY PERRIN (206-263-6138) AT LEAST 2-DAYS BEFORE ANY ROADWAY STRIPING. 11. PER KCRS SECTION 4.01 F, A 1" FULL OVERLAY SHALL BE REQUll'<ED. APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL, SURFACING AND PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. THE OVERLAY MAY BE WAIVED ONLY UPON WRITIEN REQUEST AND AFTER AN EVALUATION OF PAVEMENT CONDITIONS AND/OR CHANNELIZATION REQUIREMENTS l·IAS BEEN COMPLETED AND APPROVED BY THE COUN1Y ROAD ENGINEER OR DEVELOPMENT ENGINEER. ,,·, ,,., ... ' " ' ' ,,o .•. ' 1' . ' J f i ! .. /·,•,..//' ·11 , If / " I ' ,' f ' -,i :! i' I\/ i'.,,, .. _·1.,-•''t II /\ / / i / } /""'),·'""/ i I ,l V J >< ROOF DRAIN 2 ,,yl) COLLECTION SYST:VM C4.6 . ,* i' / f I ! I .' / ' ,•\ " . \. ,./, NGPA TRACt ' I / / i ,/,' I LEGEND ' I / /_,..• •I (1YP) .' ·· . /, i .·· '// / j _____ 42B-.· -_ ...... / i t I / ,// I /- / / / ./ ,)' I ASPHALT CONCRETE PAVEMENT \; 12" SD 1 r]f\1 · ,, ,; >" :.i) ~ -~30 ----_· _-_·_-_-__ 7"' CCC • c:c -:: ,-=_ ~ -'-' '1, I l)\;) ,,------428 ~/----.,~ ,,/1 / / I ///,//://r~ ·,·/,,.·,'··o . I .. , r , I ,' i / t,· I ! f ~· • 1 I I I . / .1 ! , ,:1 I ( i· \ ,h ' ! ,' · CONCRETE PAVEMENT .:. ·'..L; ·1 ~ 't}SD i ~ 'Z b V, \ "'-ACCESS LADDER I . ' IP •' '' I ; i' ' 'i " " " " " " ' " ., " " " • " ,, ::~) II~_./ II 4 r I . 11 i 2o .. ,· ,_ j }' _ .. , as----' 1 1 i·'· · ·,1 /:T(.) ['..<' . " q/ , ; ( I ·, " " I \ ' ' ' ,, J' I / . ,. I· ,·) 'I j ' I l -'' I I 1'1 . 1 / · 11.J 1 ,,i I/ / ,1, IJ-11 I' 1' 1 I J 1' ,I I I I I ,1.1111/1/11,: , · 1 / I I ' , 1 r,1 i , 11 ii ,!. / I I' ,.,.,· I I ! '' )'•, . ., / I I ._ 1f I"· [ ! ,· ';! .I).., / / i I V SEE,' SHEET/ C4,,4l.l)i I '· j Jt'',1· '.I \!\) ,,,,,; ' /, ,. ,, \ I .-/ -.,.· 1 I i J' ,i I .i / / / ,. I I · r i ff 1' / : · ·' • ( j l( 1,.-, I l .1 i /i"· I ,. ;· ' /.f///r,, • i/ ' j ( ' _.._ I .. ) 1 1 r .. ,_. , , / , ,I I i· / ,. \,. ,i' ,; ii / ! : 0 ·' i' J ' ; , I ,r , • , , , , I i t , I ' ,I i i ' · . -/: .r.._, ':_:, ·, :' i ) i 1:· v,, '- .I J,//, 1 l '.) / ' , -, .' ·, r ' . / f -· .,,, ),, \f : , ,·· / ,.. .. : •, I \ {, 1' I ' ', / ··,h ,1 ,,/"i I( I ' . ·., ' Ii / f-'1--I {, 1 .. ··._,11 •.. 1 I ,, / J i ,:·, , _,.,, ••• ., r , ·-::::-· ., t 1,.;\ <) , 1 .r ,1 r / /'·, / ,.. I ·,,ll/ //}t} / -,j•,, .f' .r ... · .• -·. . I I t··'', 1.11 -----..... t 1 i , • -:)"1:,y::-,l'..i,1,;iiiiii!:'.''.:"<;-\~· 06 fEAR I 1· ' I I ' · C · · ;,11 ··,r.., .· WAT~R,)SURFACE • ,'. / 11 • ,' ELEVATl0N ! )· .. I 1.1-, r , ! ' '},, \I 'j ''f -~!-·-~1L-:;:1:::::;;;i:~·;·1f '.J~it .-, ,,!-,) ,· i I I •• .-J·! ,·I .. ,, ·· I~,,-i ",-,,,.,/ {'/j' STREET TREE I ' .. , I ' ,' / ' ! I .1 • •f ! i ' ! I { I I / I J l I I ' ,,i ' I. I . ' ,-11 '' ' i 1 --........ , .... , •. ,. I I • -.,. I ·+·-·-!'" --i'-. ·'I I ! · / I / f . . _i / i ,' ' / " /1 ,,.,.. CATCH BASIN #1 DETAIL , \;' ,,, I . ;,, I ,,, ./ ' ' • ,.i· ,, ·:"" -· / \ \ \ \ \ \ \ ~__/_~·fr-·., WU-~~ CB#3A /I .i ' DETENT!ON !\rRACT '/s,,'/ " RECREATION \ f I .i' / j i 1' 1 i I . 1 /1· Ii'•,,,,,, } "• ' I i '•,)!.·,. : l ' "'(. .. / J _! f ' i ..... -·---·"·----· 3 C4.5 0) STA. 10+34.44 (14.45' LT) SIDEWALK RAMP (TYP.) ----- ROLLED TO VERTICAL CURB C4.5 ~ROUND THRU-CU1!) INLET \ I CB#J STA. j 10+34.44 (13.83' RT) i i !, I ' i Ii ' ::. SPACE II 0 " IE=418.50: 00 .---/ 23 LF 12" CPE I ..,::.1...:.-. _ _. .. ...,_o_s~.~%_._· ......... _ ..1:---. ,_ __ \ -,. ' ,.), . ) 1'2"1 CPEP .. -.-. ., ..... , __ '·--, ~ ........ -' • I , • • -, .. ,r ' I 1-/ ~ ! ("1":/, ' STRUCTUREC,i' 1 i· I ,I .·1 l { , ;<.\ ///· ' ; I I , I I /. . I . j<.\ • /~ I . : I / .-4' ,· ' ' ' i l / -'----'-----' ' ' CON ' N • --. . . ,. . ' - ' l ! / } I//, ·J' ,,, -,! I' 1 . i-. I , ),·' i ( .I l ··' · i V • ') I . I/·· J r ,, i' ' -\ v· -'""·· .f ,+ ... -,1 ·,J ' .,, I /' ' , !! '. I f, I ,/l I ' . .'··· I 1 1 •1 I . / --··"" , 1 1 s· wH1rr EDGE . I . / / .@ 10:1 TAPER ,· ' I I I ! . I j j ' / ,(-., ____ ., STRIPE . ," P1":-- -, ..... ! ' . ' : _,.,. SEE EASEMENT FOR WORK , ~J!\."e'f'R~E PROPER1Y ,/: EXISTING EDGE OF PAVEMENT ,-,, ... ---------- • r_ i !!11,,..,.,;:/,-.. -..... -... -·-/---, .~.-----_ __,_ ___ _ ' :·,,:.~-.. . ' . >' '·"-'-. ' ~ / •. ---,-"<- " ··- . ~ 0 . .., 0 EXISTING. 24." CULVERT·· ,.·. .... _---' -':'· -:.-. · .. ·. -.... ,., '"·' . -. ' . ,:,.:, .. ·,:,:.:. \ ' ' " ": \'':· _, ' VERTICAL DATUM: KING COUN1Y VERTICAL DATUM (NAVO 1988) "' 25+00. CB#20 STA. 25+30,00 (14.34' LT) RIM=425.40 IE=419.00 ! 3 26+00 --1-'-· ·cc·cc· •. -"''"-·--+- S. E. 1 4T CB#10 .STA, 25+77,12 · (22.33' LT) CB#9 ............. ,,,_ ... ,,( .... · INLEI \""'.N 152618.17 ., \ E 1307635.3' " ,,,, CURB ·&·GUTTER STA 26+57.36 ... ,, CB#9A BENCHMARK: -I ,r , (14.34' LT) (~~R;?~~).78 \\ KING COUN1Y SURVEY CONTROL POINT NO. 3809; I C4.6 DRIVEWAY (1YP) ------""-1-·· c.· ~~-· ~----~ OUTLET \ ', N 162617.68 · E 1307650.9 .. , ... ,} ... -A' .. .. ., .... , ... "''""'!,........ ' . \ ~ ...... ., ... ,, .... ____ -----__ .. ______ .. ,. CLEAN OUT AND REGRADE ,/ ' EXISTING DITCH. SEE ,/' DRAINAGE DITCY SECTION,,,/ (DETAIL 7 ON SHEET ;C,.·4",5) ,, .. _-.·' ..•.•. ~::·:.:,_:.,.,,. ... ._ ........ .,.. ····i·· .-:'._._):,:,-. .. \ ·--~-, ..... ,. ........ ,. .. ,. . . . . . ' . ,, 28+00 . . ..... ,. -· ., .. ,,,,. · .· -·· ·· < 2B+OO \ 1--==-----... ..--------.;.::......:.;.;._~--: .. : ... _::::, ... _:.:...:.: . ._·.: .. -_.: . .-_. ___ --__ •.: .. __ . ___ ""-= ' _-_-. ------i----."-.··--.. :+: . ..;.;:.~~---...... .:.,;,;,;, .. --,~ ....... ;, ~·;;,·----, ,ip«r-L'.f·'I -,,r, .. ·1·1 . KINO COUNTY DD.EA ' ,( iCOMPLETION DATE J/;c/07 " __ ,__,, . "' , .. N .............. EB "',, ·,,,,, ! :'.~~. '['" . ! : . . ·,, \ Ii. . . 2 BELOW GRADE, IN A SATHER MONUMENT CASE. PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # C4.0 ON FILE WITH DOES AND/OR THE KING COUN1Y JA H. SANOE S, P.E. DEVELOPMENT ENGINEER COMMENTS, 20 0 20 40 ., z 0 iii > w a: r---r---r---r---r---r---tO tD ooooooooll.l LONNOOlCOlODC OOONOT""ONo O> CO r---<o V ~ f'-. N • 'ii u ., o w "' ,: • 0 ;.. :c • 'ii IO ' 0 0 ,z u ., ... -~ u t: 0. ' -.. 0 • > 0 ~ ~ .. () _J _J ' V) Q) E 0 u • > ·-c :: ·--C = 0 :z 0 z 0 <( z ..J <( a. 0~ <( a: oo a: 1- (J') C4.0 3" X 3' CONCRETE MONUMENT WITH NAIL, SET 0.50' ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE \ ELEVATION = 448.119 FEET DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL COflNECnONS OF THE DRAlfJS MUST 1 "=20' fr BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL scale feet l/) L-----------------=-====~~~=~=~~.:._:.=:...::.:=~=~=:...:.:..:.:=:_ _________________________ ,..!•c._ _____________ _:::==============----'~~-------=:l_L _____ _ R:\Projects\ 1 07(0ffe)\01 t.-Q:"i (Swidhu)\Dwg\sheets\S0-dr01.dwg -Scale: 20 ' ' i' I ' I I I, ' I ' I . ! I I 't I I f. ,I I 3 I I .': ,. I . --------------- 0 0 0 0 G) S.E. 1601H ST "' ~j S.E. 18 " =, r ~ ~ < ~ • § ~ " ~ 2ND Sf. S.E. 184Jtt ST. - S.[. 188 IH ST. (:f, V!Clfil'l'Y MAP (D ' ' ·_ ! ' ® ® Cqf'-k"lt.-\7 k:'.L IV~'~ 1-\ 1><<c..+-\ (:Gif-1 Q"T'-{, Ii- @ . A ,I . , , <1 " • 1-e.,~u-1 -QGi 2-------' , - P-1 D02--f-'-'61D~jl.Di'<\I >-tGi6 IOi'--Na-\ · 1 '. ' • evv1,\ e-(1-. -0 C:HcoSIY coc.01'----;i: · ' · · · · 2-· :'.J f/\N4 l?!A'<L---C:---\ZDL-1'-Vv / ov~l7A;.-\? ¢..ive-12-Lol'.Jf_;,vl':,- -@ ·. '='' c..orlc-N.A'°t:.---f"kfr\ l '\"Yr.') , " . . Y"'-L.-IL--f txc..U&S -___ .:._ __ -f-f~11R1'r--""\~-::_J) •4 --('¢,>.;uf" k ~~"I\0!-1--t,FA:-l.-t:,. @ I I • f I . , ', P~ANf ~f Cif ND 5YMBO~ BOfAN/C,AJ, NAMf • 0 ® 8 .. • 0 N0~5: 1ree5 Acer circlnalum Calocedrus decurrens Cerc1d1ph4llum Japcnlcum Prunus serrluata '5nowcioose' 5hrub5 CareK Morrowll Cornus stolon1fera Mlscanthus sin, 'Mornlnt1 llt1ht' Spiraea Japonlca 'Cioldfiame' Viburnum dav1d11 Viburnum tlnus '5prln'1 bouciud' COMMON NAMf Vine Maple Incense Cedar Katsura 5noWcJ005e Cherr4 Chanticleer Pear Var, Japanese sedcie Redtw1ci Dociwood • 51lver Cirass Cioldfiame spiraea David's Viburnum • 5prlnt1 Bouquet Viburnum 2 14 9 25 8 7 21 20 24 51Z~ B' Ht. 6' ht. 2 11 Cal. 2 11 Cal. 011 C I L-a, I ciallon 2 ciallor 2 t1allor 2 t1allon 2 ciallon 2 t1allon 5ubgrade to be thoroucihl4 scarified and t1raded so that the4 are 4 11 below finis cirade In all proposed landscape areas A minimum of 411 depth of Pacific fopsolls 5-wa4 mlK In all proposed landscape areas or approved equal 2 11 dept~ bark mulch for 5' dia, Bark rlncis and proposed landscape beds I • lnstallatlor, of plant material and cirass per plan, AdJust plant material and el1m1nate qr1,,5 as needed for lot access ' A:ir1form, Best, or e<,Uivaient plant tabs in pits Plantlnci / staklnci per detail AJI plant material Is to conform to II American Standard for Nurser4 Stock" Plan 15 d1aciramat1c and field adjustments ma4 appl4 See manufactures recommendations for Installation of pla4 eciulptment. CALL BEFORE YOU DIG (1-800-424-5555) NOTES, -TREE PIT SHAW. BE EXCAVATED TO A MINIMUM DI' TWO TIMES '(}it DIAMmR or ROOTBAlL OR CONTAINS! -lREE CROM'j SHALL BEAR 'l}iE SAM!: R.:t.ATIONSHIP 'TO FINISJ1[0 ORAOE AS IT DID IN CONTAINER OR NURS!:RY -PLA>:E ACFIIFORM Pt.ANT TA8!.£TS: ALONGSIDE 111E ROOTaAW. PER MAfilJFACTURER'S RECOMM~OA1l0NS (1J 2X2X5' 'NOOO S1AKE, 12 GAGE 'MRE ANO J/4' RUSSER HOSE 10 PROTECT 1'r:ut'lK MUlCli LA YER: DEf'lH AS SPEClf'IE!l (2' MIN.) flA'll1ER FROM CRO\'iN REMOVE BURLAP FROM TOP 1/3 OF ROOTBAU., CUT 'MRt BAS~E:.S 8ACKFIU. MIX; ao::c SPE'C1FlEO IMPORT SOIL & son ON 911'£ SOIL, 'NE:lL MIXED MA!<E SURE BOTIOM Of !ifil"'--._ PLANT PIT IS WE:LL COMPACTED TO AVOID SETIUNO Coniferous Tree Stoking Detail No Scole NOTE!; ma: PIT SHAU. 8E 00,\VAiEO 'TO 1\1\Ct 'THE OIMIE'TtR OF' ~OOTeALL Ofl CONTAINO~. ma CRO\\N 9HAU. at:.'l. THE SAME RELA1lON~HIP TO FlNISH[[J ORADE AS IT DID IN. ClmTAINER OR NIJRSE:RV. PLACE A~RlfOM P.AAT TABLETS ALONGSIDE T~E. ROOTBAl..l PER MANUf'ACTUREll'S RECOMM£1lDA'llONS, I (2) 2X2XS',WOOD Sl'A!<ES, 12-3'AGE lllRE ANO ::;1• RUSSER Ha.SE TO PROTECT n,UNK MULCH ~vk/1: OEP1H AS SF'ECIFll'D (2' MIN.) REMOVE SIHlAl" FR'OM 10P. 1/3 or noo18ALL, f;;,,.../Jlc..,"{JB>",~ CUT 'MRE OASKE.TS BAC~Fll.t..M,)(: .60:C SPECIFIED IMPORT SOIi. & 51m ON Sf!E SOIi., WELL,MIXEO MA!<E SURE BOTTOM or fl.ANT PIT iS MU. COMPACTEll 10 AVOID gETll.lNG Deciduous Tree Stoking Detail No Scale I~-·~- .@- ~4:%-:/ffi:. ~ +'"""·""=="""+ ~~ NDlES: P~AN1 PIT S!1ALL 6t EXOI\VlllED 10 TMCE THE DIAl.lf'JER OF R00T8Al.l. Dlt CONTAINER. PI.J,HT CRO\\N SHIIU SEAR 1Ht SAME RaATIO/'lSHIP ro nN!SHED ORAO~ >S IT 010 llf lHE: OONTAINER OR NURS<:RY. PLACE AORIFORhl PLANT lAGI..ETS ALONGSIJlE 'IHE ROOTBAlL PER • r.ti\NUFACTIJRER'S RECOMMENDA1l0NS. MULCH LA'l'ER1 DEPlH >S SPECIFIED (2' I/IN,) REMO'IE BURLAP FROM TOI' 1/J OF R001BA!.L (REMO-.£ NON OR~ANIC -BURLAP CONFLElaY) & SCARIFY SIOES Bi'.CKFILL MIX: 50:t SPECIFlEti IMPORT TOPSOIL ,le 50!!: ON Sl1E SOIL -'ilEL!. MIXED Shrub Planting Detail No Scale ®"". • • 0 L07MI035 IQA!.11 \II~ 2D '• DH APPROVII.D-EIYl .-..., Dr /iD/b7 ------·--- KING COUNTY RECREATlON PLAN APPROVED lllo07 DATE ,-----------------, KING COUNT/ LANDSCAPE PLAN APPROVED ~ol.,\,lt 1 -! lil o ]_ _ ! ~--------D_i',_T_E ______ i STATE OF WASHINGTON REGISTERED LANDSCAPE CHl?£CT ~ C ICATE NO. 990 (VALID ONLY WITH SIGNATURE) DRAWN BY ~ i:;,-::J ' : ;, :, ' D = ,\-c, I 06 :OLJ'.IDQQJ'.,;-~r't-6 'LLL.--.. -. -· .. -DAAWINQ ""i··· L------------------------------------··--------------------------------------------------------·----------------------,------------.1,.-:;.;r_o;;:,~-;.-;;eo::·~~'h;.;J..;-:v'l;,,_-_-;,;,,.,:;:3;,;i'-.:;i~;,;;:,..;ii:..;;.;--'--";.--,;;.0;;.·:,;·"'*;;;--;.-;.~::w::··-"'--__ ..;1;....;L...;;.,_"..;. __ ..,1 I I I I 0 0 I © co (jJ @) -·- ® i'.el"-MW N'.Lc6-6b 1-\KfLA-\ (_'1'<'?.') ,;::;rf"(' l, 0_~ @ @ -~-1 I ·1,··--•-', ' ·) __ , . ' "'!-.-I \ I I I J ! I l -------, -------------------- MA11:RIAL-LfufNI? ll<RIM110N N0!1:5: QfY 5YM. 17f5CRIP110N I:? ("; Ra1nb1rd IB00-7,8,I0,17 Quarter 12"7 e Ra,nbird IB00-5,B,i0,17 Half 2 (]) Ra1nb1rd 1800-7,Bi0,l71nird I ~ Ra1nb1rd IBOO-S,8,i0,15 1nree Quarter 2 0 Ra1nb1rd IB00-5,B,10,17 Full fBD E9 Ra1nb1rd IB00-l7·55f fBl7 ~ Ra1nbird IB00-l7-f5f all 5pra4 heads to be Ra1nb1rd 1804 7 l!ill Hunter P aP Rotor 5pra4 heads P.O.C. 11/ 2"" qal;e valve P.O.C. Wilkens 11/ 2" 17ruble check valve P.O.C. Ra;nbird :?RC Quick Crupler ----Schedule 40 Mainline ( I 1/ 2") ---Class 200 lateral lines ( sized per note below) Clas5 200 pioe slzln~: 0-10 wPM ~ :,/ 4'', 10-16 wPM ~ I", 17-24 CiPM ~ 11/ 4" = = = = = Sch. 40 Sleeving ( See slzlnti on plan) 7 ~ Ra1nb1rd 11/ 2" PfB and I" DV-f 100 control valves Multi strand control w11-e Carson \/ alve Boxes ( size a5 necessary) Valves to be operated via batter4 operated solenoid VAL-Vf 5CHfl?Ulf ti wPM I "70A9 2 29.62 7 21.92 4 1BA6 s 17.91 6 fBD 1 fBD NOlE: CHECK \\ml LOCAl. WATER PURVEYOR FOR METER REQUIREMENTS. U11UZE DECUCT METEi'l If RECOGNIZED. SJ~H FO~ HMGAJJON __,,.,/>y' ~Y.,1r.M LR ITT !-ROM I fYPf LAWN 5PRAY LAWN 5PRAY BfD SPRAY LAWN ~OfOR Bfl7 5PRAY LAWN SPRAY LAWN SPRAY EJC SERVICE LINE IV0 WJ OEOUCT WJ;TER METER ]'--.__ (IF APPUCfaBLE) - -----..,------INSTALLED BY OTHERS ! {SEE NOTE ABJVE) GATE VALVE ------~~ DOUBLE CHECI( ~VALVE MANUAL DRAIN 8 COllffiOl """ VALVE 11())( TO BE FUJSH IN LAWN AR~S 011 1" ASOVE MUlDl VALVE --....____r--,._ I' QUICK COUPLING t,1~VALVE "'""' "'"'"" 4" OEPTtl Of / PEA GRAVEL PVC NIPPLES i I TO VALVES~ Point of Connection Not lo Scale .~---·------' VAL\'!: aox TO BE flUSH 'Ii/ /LA\'lcl OR 1" ABOVE f.lU_CH I QVIO( CDVPLER -SIZE @;:q--1---~ AS SPECIFIED I I J" DfPlli 0' 1g§ bSCl-1 00 '11PPLES ' ?EA GRAVEL -~-F,~ (LENOTI-l A5 REQ'D.) i p., • .! ' ' I -~ PVCSCH40 -:VIC! 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'iJ'<.$ I/ .· <:j\. / / / ,' / I/,'/ / / STORM DRAINAGE fRACT 15' INGRESS, EGR£S5 EASEMENT. -----O[OICAT[0-10 ---. UONN[VILL[ POWER ADMIN!STRAT/0/1 ' ' ' ' • 0 V) • () 1') ,f.N r--,i 11/,,if/ ,., /', .'//1,',/1,11/ •.....••. '.~'0 ..•... -~P-8 .. li;tiJ l 7' 46' / " .. ,.•-~:~~ 4tr'/ • ... "'."'. J-i.\ ... ~i.l.. ..... ~,':i:~.i..f..i..f....:.g .... l.).,,!,-~-~--~.,.-\·~--TL-.. _# .. -J-J_j_Jb-~;;;;··'"'?"1iioi, "riPr-::·_·-_· __ ---'6 -------. 2 4.B8 I') S138'51'06'~ 1994j2' -~~-\.---= ·~--=--.. C:"--:_ .:·-:::·-..:.-19 5J.Q' - ------.. -~-·-·---;,----.... " ..... -420 ..... S88'52' J9'"E -631~.J~o-· --· ~- 97.00' -.. --·-·-------1 r~iJ ,. f\() -,-:) ,'lA ~ ·-..., ,tl!TI\ -· ,, ,, ''" ., 420 .... ;f,;ij;'.;!; ·------·-__ ---· ..... ff.l]!.J'..1.Y .f.J;'ojNT & POWER PAINr l INES·-·· ,. 1 .Alli: 0.B' APART -·--·----------',-------FOUMO 4"Xf' MON IN CASE WI flt LEAD · & TACX {Ll'_J)OWi't Ar INTERS[CflON \ _____ or ~ E 1R4 tt1 Sl11F.ET.AN0120TIT·1 1 A Vf:j~UE SOU IH. .L. __ l_ S.E. 184TH STREET 1 ---------- \ VISll[O 11-21·-200r1. J HQ/IS! . -·-·-... --·--------J \ \ \ I \ RE"1S!Oll llO'!E: THE PUfiPOSE OF THIS PRELIMINARY PLAT REVISION IS TO RE--ALIGM THE PROPOSED STREET RIGHT or WAY, LOTS ANO Tl1ACTS LAYOUT GEOM[lHY, LYING SOUTHERLY AND WESTERLY OF THE SO-FOOT WETLAND '.)El-BACK. E. , W.M .. .I PROJECT INfORMATlON: IJWNEf~: OEVELOl-'ER: CONTACT: [MGIN(ER: SURY(YOfl: Sl fE AOOflESS: PARC EL NUMBER: ZONING: PROPOSEO USE: SCHOOL DISTRICT: FIRE IJISTRICl TOTAL SITE AREA: PROP05W l·JQ. OF LOTS: LOT ,,l,!l[AS: I.OT 1: I.Of 2· LOf 3: LOT 4: LOf 5. LOT 6: LOT 7: LOT B: LOf 9: LOT 10: LOT 11: LOT 12: I.OT I} LOT 1·1: LOT i :); 16: LOf TRACT "A": TRACT TRACT TRACT "0~: TRACT "E": TRACT "F": STR£Ef RIGllf OF WAY l)[NSITY PROPOSED: DENSITY PERMITTED: STREE f SE f8ACK: INTERIOR SETBACK: I MR. KULWANT SANl)HlJ 13989 S.E. 1591H PLACE R£NTOM, WA 9B053 ( 425) 269-7270 SNIOH\J FROPEHTY, LLC. 1201 YQNSTER R01\0 5.W. RENfON, WA 911055 DAV1S REAL ESfATE GROUP, INC. JOMN T AM(!URELU 1201 MOMSRR R01\0 S. W. RENTON. WA 98055 {425) 22tl-S9:!9 OFF( ENGINEERS 13932 S.E. 159TI-! PLACF RENTON, WA 90058-./832 (425) 260-}1-l:1 ' KENNE!H R. ANU[flS(IN & ASSOCIATES, !NC., PS 1720 S. 341ST PLACE, sum FEDERAL WAY, 'NA 9aoo.) {25.3) f;IJfJ-119(1 12044 S.E. 1B4HI SfREET RENTON, WA 98058 C-4 PARCEL •A": PARCEL "B": 619960 02132 619960 OJ20 R-5; RESIDENTIAL. 6 DWELLING UNIJS PER AGRC SIMGLE f AMIL Y ·-OUACHEO RENTON SCHOUl DISTRICT tJO. 403 KING COUNTY Fl!\[ DISTRICT NO. 40 272,636 SQ. f7 16 3,46•! SQ. FT. 3,200 SQ, FT. 3.200 SQ. FT. 3,600 SQ. FL 4,050 50. FT 3,041 SQ. FT J,176 SQ. fl J,513 SCl. FT 3,515 SQ. FT J,!OJ SO. FT 4.]85 SO. FT 5,890 SQ. FT :un so. rr J.7J4 SQ. fT J,200 SQ .. FT J,464 ~SQ. fT 167,626 SO. FT 16.056 SO. FT 5,603 SQ. fr 12,273 so fl 2,042 so. ff 1,067 SQ. rT 10,033 SQ. rT 8 OU/AC 6.259 ACRES 6 OU/AC MlllJMUM, 9 OU/AC MAXIMUM 10 FEET 5 FEE1 FOUMD 1-1/2'' IRON PIPE IN Pl.ANTING /IRE!\, AT INlERSECTIOM or S.E. 184TH srnEET ANO )24 Hi AVENUE SOUTli, S26.28'49"E, 1 7 7' FROM CALCULATED CENTER OF SECTION_ '.1SIIEO 11-22-2005. 20 La.G,1.LQ.fJ)J;R!PT!!lli; PNlCEL "p,'': 10 SCALE IM FEET 0 SCALE 20 I" = 20' 40 (PER ST/\TIJTOR'f WARRAN!Y O[ED fl[CGROEO UNDER RECORD NO. 9'!05221296, RECORDS OF KING couri fY, IVNiHJNGTON.) LO f :1. BLOCK 2, NORTHWESTERN GARDlN TRACTS, DIVISION NO. 6, ACCOROJNG TO THE PLAT THEREOf flECOROED IN VOLUM[ 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COI.INTY, WASHINGTON; [XC(Pr THE WEST 300 n.n THEREOF; AND THAT PORTION OF T!-1[ SOUTHEAST QUMHER or TH( NORTHVttsr C)UART£R or SECTION 33, TOWN9ilP 23 NOIHH, RMG[ 5 (AST, W.M., LYING 8£TW[HJ TH( [ASfERLY ANO WtSTERLY UN(S OF THf BONNEVlLlE TRANSMISSION UNE RIGHT-Of-WAY, AS f.iESCRl8[0 IN !NSTRUMENf RECORDED UNDER AV0!10R'5 FILE NO. 3178620. ANO LYING 8£TWF.EN THE NORTH UN[ OF LDT 4, Mil) THE soum LINE OF LOT 7. IN BLOCK 2. NORTHWfST GARDEN TRAClS DIVISION NO. 6. ACCORO!MG Tfl THE PLA1 THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF K!NG cornnY, WASHlNGTON, EXTENDED [ASTERL Y. PARCEL ~Bff: TRACT 7, BLOCK 2, NORTHWESTERN GAROE:N TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT Hl(REOf RECORDED IN VOLUME 46 Cf PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WAS1'l1NG10M. BO fH SITUATE IN THE COUNTY OF KING, ST A IE OF WASHINGTON. J1:!1!L.llJ:POllL DUE TO TH[ A8$£NCE or CURRENT T!TlE REPORT, EASEMENTS Of REGOR{) MAY EXIST, 'MiiCH ARE NOT SHOWN HER(OO, MERIDIAN: PLAT NORTH; Pf:R PLAT OF NORmm:sr GRAOEM TRACTS, DIVISION NO. l; R(C. NO . .3788397. lli\SIS Of BEAJ(Jl[!,S: 8ASf:O UPON fHE MONUMEN!EO M:ST LJNE OF NORTH'IIESf GARD(N BEARING: N00'28'10"£ TRACTS, D!VISION NO. 1. V!:RTICAL DATUM: KING COUNTY VERTICAL DATUM (NAVO 1968) PJl.ti,atMKK~ KIMG COUNTY SURVEY CONTROL POINT NO. 3809; 3" X J" CONCRETE MONUMENT 'MfH NAIL, SET 0.50' BELOW GRAOE, IN A SATH(R MOMUMlNT CASE. ELEVATION "' 448.119 FEET CONTOUR !N]'ERVAL: 2 FOOT B'.\,'i';';:,_Qf.' ~U;J}LJli;.!'.VJ:;.X,;_ Ni.NH,if(R 22, 2Q05. ru,,;n:.EEfil.E Ji;. KING,COUNTY .ASS(SSORS MAPS CF SEC110N .D, T. 2] N., R 5 E., W.M. PLA"l UF NURfH\'\'lSI GARDEN IHACIS l)JVISION NO. 6; VOL 46, PG. 100. KING COUNTY l)[PAIHMF:NT or PU8UC !~ONUMHJT INFORMAfJON 0A1AB1iS[ WOOKS, SUR'/f.Y BRANCH, G£0GHAPHIC IMrDRMAflOU SYSTEM, UNDf:!IGROUND NO'fE: Utl0£RGROUNO \¥Arm, SE'M:R, srnRu, ANll GAS lJTIUTl[S AN\} STRUCTURAL APPURTENANCES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS ANO vrn1mo WHERE PQS5j8LE BY 'FOUND SURFACE FEATURES LOCATED IN TIit nao. Wf. ASSUME NO LIABILITY FOR THE ACCURACY or THESE RECORDS. FOR flNAl LOCATION or THESE AND OTHEf! EXISTING UflUTIES IN AREAS CRITICAL TO ' DESIGN, CONTACT THE UTIUTY O~tlER / AG(MCY. ~ll1lJ:l'~!'.EO'/ll1Elill:. CADLE TELEV1SION: ELECTRICITY: GAS; SAN! f ARY SEWUl: ! :i fORM DRAIN: fF.LE.PHONI:: l!IATER: Date: CUMCAS'l CABLE PUCET SOUND ENERGY f11JGET SOUND ENERGY SOOS CREEK WA rrn & SEWER O!STRICT KING COUMTY SURfACE WATER MANAGOAENT QWEST SOOS Cf"l:EEK WATER & SEWER DISTRICT 425-J9B-61J1 m.m-225-5773 8U8-225-577J 25]·-630-9900 125-255-6J70 B00-573-lJll 25J-6}0-!J!J00 R 'cl/lc;~--::ri o;n1::1 lf•/tl·,··1 ,c.r:.:v P'1 1\T .l:;PPROVAL , . ,.,,._c~,, ~--,, r«", _r , . F.::.....:....-·_-Rem,: .. 'd)~1;&§ Engineering R-e-11ie_·'_' U-n-it___ _l);t2 __ --.. ·-------1 Health Dept. _ --·--j tt-------=----~--·-==-"'-'~--===--=~~ S.E. lEUfll sr \ ----·-·-------·-~·-··-----··-------·-·····---· --- L£'C£1VJJ: "' '" S.E. IIPNO sr. s1rr.-\ CA TC/-/ BASIN SANITARY SEWER MANHOL[ @ WAT[R VALVE fl) GAS VA/_ V[ ,$ FIR£ 1-/YORANT "' WATER M[TER • WAT[R FAUCET .·•1"1"" j" '? ,,] EB SIGN POST MAIL BOX FOUND RtBA/1 FOUND NipNUMENT IN CONC/l[TE CONIF[/1 TRff ~,/ ~~' ~ ~ <( :cc ~ .C ~ ti ,r., 00 b N ~1-l-·-·-"-"-··- S.F.. 184fH SL S.E. !86 !H ST. '-" ,,; 1--- I D) /~ i • 1·1 , L" !_· o~·• ' ,., J .' .. ,.,,,, -V L '>, -·-" ,.,,. -V ('' ~ VlC!NITY MAP ", .. ,. O D.E.S. "' ~ ., 0 --. z 0 iii > w " f---I-- (j z " L.-------~ ,E, -_ "' u ..; ~-------·- LL 0 z 0 U) > w 0::: 1-· <( _J Q_ >- 0::: <l'. z 2 _J l.cJ Ct: Q_ u _J _J >- 1- 0::: Lu Q_ 0 0::: Q_ ::) I 0 z <l'. (/) 0::: 0 LL -:1 0 f- (J z :c (/) <( -~ :,,. >-~-z 3 ~--·-·-·--·u Or!AVJN BY: CH(CKW BY: CJS KRA SCALE: 1" 40' 12/05/05 f_~'-n:_1::_:_::'__ ______ .. -·--.. -----·· _____ .1 \_jJ_) SCALE: l"= 1/4 MILE :.:,:051-0 ~:7 =======================~-:=-=·-=--~=---=======-====-=-=--=-=J:.b=J(p"'f:P_ ~'±:f.:=lirj,t!b,-li--------' ---··---··---·-----··---.. ··-- ~----~-----------------------------------~ LINE L1 L2 L3 L4 L5 L6 L7 LB L10 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L24 L25 L26 L27 L28 l29 L30 L31 L32 L33 L34 L35 L36 LSI CURVE C1 C2 C3 C4 C5 C6 C7 CB C9 C10 C11 C12 C13 C14= C1:i C16 LEGEND: @ • (c) (M) (P) (KCSC) (REN) (S.A.T.) LINE TABLE LENGTH BEARING 17.88' N87'21 '32"W 14.13' S74'26'57'W 12.23' S42'18' 49"W 15.42' N83'58'33"W 6.97' S6B"01 '42"W 16.98' S89'10'30'E 3.81' S66"09'35"E 7.15' S87'21 '32'E 9.36' N42'18' 49"E 5.82' N68'01' 42"E 37.67' S88'49'03"E 7.93' S57'26'1 B"E 2.67' N88'49'03'W 2.31' S57'26'18'E 7.73' S04'48'17'E 15.15' S08'20'34'W 16.65' S24'04'22'W 5.47' N08'20'34"E 9.68' N08'20'34"E 17.26' N15'39'51'W 12.09' N40'52'54'E 17.16' S81 '20'53"E 29.10' N72'28'59'W 17.43' S56'59'16"E 12.80' S00'45'22"W 0.19' N88'51'07"W 21.51' S72'28'59"E 7.59' N72'28'59'W 10.73' S87'21'32"E 14.81' S57'48'42'W 2.86' S42'18' 49"W 12.61' N79'55'01"E 1.16' N68'01'42'E 10.95' N28'44'00"E CURVE TABLE LENGTH RADIUS DELTA 39.49' 25.00' 90'30'36" 13.30' 42.00' 18'08'57" 20.19' 42.00' 27'32'54" 20.53' 42.00' 28'00'00· 24.57' 42.00' 33'31'17' 33.78' 42.00' 46'05'15" 20.19' 42.00' 27'32'54" 54.57' 42.00' 74'26'48' 12.63' 25.00' 28'56'38' 12.16' 25.00' 27'52'42' 8.06' 25.00' 18'28'47" 39.05' 25.00' 89'29'24' 13.69' 25.00' 31'22'46' 13.69' 25.00' 31'22'46" 25.48' 42.00' 34•45•10· 11.41' 25.00' 26'09'24" FOUND MONUMENT AS DESCRIBED SET STANDARD CITY OF RENTON MONUMENT IN CASE (SET AS CONSTRUCTION IS COMPLETED) SET 5/8" REBAR & CAP, LS. NO. 29267 SET BRASS BRENTSEN MARKER, LS. NO. 29267 CALCULATED MEASURED PLAT KING COUNTY SURVEY CONTROL (RECORD INFORMATION) CITY OF RENTON SURVEY CONTROL NETWORK SENSITIVE AREA TRACT (SEE NOTE 4, SHEET 2 OF 6) REGIONAL UTILITY CORRIDOR TRACT (R.U.C.T.) (SEE NOTE 5, SHEET 2 OF 6) STORM DRAINAGE AND RECREATIONAL TRACT (S.D.R. T.) ( ) SEE NOTE 6, SHEET 2 OF 6 (P.A.T.) (UE) (WLE) (PWLE) (SSE) (SDE) (DFE) (SWE) (MSE) PRIVATE ACCESS TRACT (SEE NOTE 9 & 10, SHEET 2 OF 6) UTILITY EASEMENT (SEE EASEMENT PROVISIONS NO. 1 & 2, SHEET 3) WATERLINE EASEMENT (SEE EASEMENT PROVISIONS NO. 3, SHEET 3) PRIVATE WATERLINE EASEMENT (SEE EASEMENT PROVISIONS NO. 4, SHEET 3) SANITERY SEWER EASEMENT (SEE EASEMENT PROVISIONS NO. 5, SHEET 3) STORM DRANAGE EASEMENT (SEE EASEMENT PROVISIONS NO. 6, SHEET 3) DRAINAGE FACILITIES EASEMENT (SEE EASEMENT PROVISIONS NO. 7, SHEET 3) SIDEWALK EASEMENT (SEE EASEMENT PROVISIONS NO. 8, SHEET 3) MONUMENT SIGN EASEMENT (SEE EASEMENT PROVISIONS NO. 9, SHEET 3) NATIVE GROWTH PROTECTION EASEMENT (NGPE) (SEE RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS, SHEET 3) LUA-09-111-FP LND-10-0481 VOLUME/PAGE BENSON TRAILS A PORTION OF THE S.E. 1 / 4, OF THE N. W. 1 / 4, SEC. 33, TM>. 23 N., RNG. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 132ND A 'Sll/E S.E. \ S88'51'17E 260.80' \ I .· ... ,---\·. / .\_ ... - I .. . ELEVATION PER SCALE IN FEET 40 20 0 40 1"=40' -~ I ¢100 YEAR WATER SURFACE /1 ·. CIVIL ENGINEER PLANS & So~ \ saa·o5'55"E ~4"Jr.:i"''o TRACT nBn REGIONAL UTILITY (DFE) ~ ~ -?-$',,,__......;;,::.::.6.::..:3.5:...::4~' .::__--tlf ~ f-<1, ~-\~ ~ ~-:;,'?i, CORijlDOR TRACT (R.U.C.T.) 16,255 SF. 0.373 AC. \ Qo , • s:t -z. B5.2o'(c) \ PRIVATE EASEMENT FOR ROADWAY PURPOSES AFN 4416152 I PRIVATE EASEMENT FOR ROADWAY AND UTILITY PURPOSES AFN 3919394 I I I,, I 1-, I /1, -1--i-1--,-). 1 1 1, 11-f I t. , I I I-1 1 \,, ) I I I 1--l -I I I 1--.!..J 130.4o'(c) S88'51 '06"E 198.13' .. 0 n .. EASTERLY EXTENSION, 0 EASTERLY EXTENSION, S. LINE, LOT 7 65.20'(C) 80 -------\---S.E. 184TH ST. t'0 \ o.\ --------------\-------4-- j ,,. 11-,1 A -,--1-,--,1 1-,,-..;-.... - 1 1 1, 11-.,. I t. , I I I-1 1 -.J 1 1 -{ r· \ \) I ,, I 1 •• I -I I I I •• ~.J .1 .,_1 \.,. , ... 1 \ ..,; tt., ji,010 KENNETH R. ANDERSON AND ASSOCIATES, INC. Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4, Federal Way, WA 98003 . .,, Telephone: (253) 838-1199 Fox: (253) 838-8164 "' E-Mail: infoOandersansurveyars.com S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 SHEET 6 OF 6 0 0 N "--(!) N "--t'l Ol ,: c) cri 0 I ... 0 0.. " " 0 I l{) 0 / Ol ,: ? :::i I 0 z <( (/) I f/J '> 0 0 " " 0 I l{) 0 / f/J u .1!, 2 0.. l{) 0 0 N / f/J ... <) <Jl ·a ) cii LINE TABLE LINE LENGTH BEARING L1 17.88' N87'21'32"W L2 14.13' S74'26'57"W L3 12.23' S42'18' 49•w L4 15.42' N83'58'33"W L5 6.97' S68'01' 42"W L6 16.98' S89'10'30"E L7 3.81' S66'09'35"E LB 7.15' S87'21'32"E L10 9.36' N42'18'49"E L12 5.82' N 68'01' 42"E L13 37.67' S88'49'03"E L14 7.93' S57'26'1B"E L15 2.67' N88'49'03"W L16 2.31' S57'26'1 B"E L17 7.73' S04'48'17"E L1B 15.15' S0B'20'34"W L19 16.65' S24'04'22"W L20 5.47' N08'20'34"E L21 9.68' N08'20'34"E L22 17.26' N15'39'51 "W L24 12.09' N40'52'54"E L25 17.16' S81 '20'53"E L26 29.10' N72'28'59"W L27 17.43' S56'59'16"E L28 12.80' soo·4s'22·w L29 0.19' N88'51'07"W L30 21.51' S72'28'59"E L31 7.59' N72'28'59"W L32 10.73' S87'21'32"E L33 14.81' S57'48'42"W L34 2.86' S42'18' 49"W L35 12.61' N79'55'01 "E L36 1.16' N68'01'42"E L37 10.95' N28'44'00"E CURVE TABLE CURVE LENGTH RADIUS DELTA C1 39.49' 25.00' 90'30'36" C2 13.30' 42.00' 18'08'57" C3 20.19' 42.00' 27'32'54" C4 20.53' 42.00' 2a·oo'oo• C5 24.57' 42.00' 33'31'17" C6 33.78' 42.00' 46'05'15" C7 20.19' 42.00' 27'32'54" ca 54.57' 42.00' 74•25•45• C9 12.63' 25.00' 28'56'38" C10 12.16' 25.00' 27'52'42" C11 8.06' 25.00' 18'28'47" C12 39.05' 25.00' 89'29'24• C13 13.69' 25.00' 31'22'46" C14 13.69' 25.00' 3!'22'46" C15 25.48' 42.00' 34·45•10• C16 11.41' 25.00' 26'09'24" BENSON TRAILS A PORTION OF THE S.E. 1 / 4, OF THE N. W. 1 / 4, SEC. 33, TWP. 23 N., RNG. 5 E., W.M., CITY OF RENlON, KING COUNTY, WASHINGTON ,--__ ) rY' ,,. .. ) E. LIN~. W. 300', LOT 5 W. LINE, BONNEVILLE TRANSMISSION RIGHT OF WAY E. LINE, BLK 2, DIV. 6, NORTHWESTERN GARDEN TRACTS S88'51 '11"E LOT 4 217.63' LOT 5 s \\ ,,,-'l / ~ C,\..~~~~~ l/ TRACT n An ~ ~r;J?~l SENSITIVE AREA TRACT (S.A.T.) 172,982 SF. SCALE IN FEET 40 20 0 40 1"=40' S. LINE, LOT 5 N88'51 '07"E N. LINE, LOT 6 0.19' 1-1 I ' ,J ,--__ ) I"'-· ,:_: -·. "" : ~ 15' BUIUliNG SEE DETAIL nAn FND. 3/4" IRON PIPE 0.5' S. OF CALC. COR. NEXT TO CRONES & ASSOC. WHITE PLASTIC CORNER MARKER 7/9/2009 ·~ I I I · · · --J ~~~~~.,,) SETBACK LIN£ • ~ ~~Vi ?\} ('.'.~~~ ~\J .... 7 :;:: ' 3,284 SF. ~ 0.075 AC. :;:J 1183011 ~ 8 3,529 SF. ~ 0.081 AC. 1183001 3,092 SF. 0.071 AC. :;:: . I' ;.,, \Cl D 0 Ul ---~ 4,314 SF. -..,. 0.099 AC. t:g, ~ 11831s1 ·i,_ 0 (WLE){SSE)(SDE) ~ (All OF TRACT "E") ~ ----1 ~ VOLUME/PAGE 0 0 r<) 80 S. LINE, LOT 5 N. LINE, LOT 7 DETAIL "A• N.T.S. ..._ _______ ..._ ___ __. LEGEND: ~ @ 0 OBP (c) (M) (P) (KCSC) (REN) (SSE)(PWLE) (ALL OF TRACT •o•) PRIVATE ACCESS TRACT 1,063 SF. 0.024 AC. ;,-, a, I I I co -N8 }LI ~ lIJ lIJ ;,. 35.26' 4 3,600 SF. 0.083 AC. 1183331 :i- 0 S88'49'03"E 80.15' GUY ANCHOR EASEMENT REC. NO. 20081020000322 DETAIL "B" 1"=10' • I IW f---U) S88'51'06"E 0 .1 W SEE SHEET 4 OF 6 FOR N BASIS OF BEARINGS AND r-> ADDITIONAL CONTROL <( INFORMATION Q ~--~-n 329.86'(C) --y-----v~-.. -- z I I I 0 0 ~ 0 0 ~ I " ,o ,o I 0 I.., -..,. .... ,: .,...,.- 3 97.45' !rnuNo 4"x4" MON 0 IN CASE WITH LEAD N""\ & TACK, 0.3'± I -) SE. 184TH DOWN, VISITED 11-21-2005. (S.A.T.) FOUND MONUMENT AS DESCRIBED (R.U.C.T.) SET STANDARD CITY OF RENTON MONUMENT IN CASE (SET AS CONSTRUCTION IS COMPLETED) (S.D.R.T.) SET 5/8" REBAR & CAP, LS. NO. 29267 SET BRASS BRENTSEN MARKER, LS. NO. 29267 (P.A.T.) CALCULATED (UE) MEASURED PLAT (WLE) KING COUNTY SURVEY CONTROL (PWLE) (RECORD INFORMATION) CITY OF RENTON SURVEY CONTROL NETWORK (SSE) SENSITIVE AREA TRACT (SEE NOTE 4, SHEET 2 OF 6) REGIONAL UTILITY CORRIDOR TRACT (SEE N01E 5, SHEET 2 OF 6) STORM DRAINAGE AND RECREATIONAL TRACT (SEE N01E 6, SHEET 2 OF 6) PRIVA1E ACCESS TRACT (SEE N01E 9 & 10, SHEET 2 OF 6) UTILITY EASEMENT (SEE EASEMENT PROVISIONS NO. 1 & 2, SHEET 3) WA 1ERUNE EASEMENT (SEE EASEMENT PROVISIONS NO. 3, SHEET 3) PRIVATE WATERLINE EASEMENT (SEE EASEMENT PROVISIONS NO. 4, SHEET 3) SANITERY SEWER EASEMENT (SDE) (DFE) (SWE) (MSE) LUA-09-111-FP (SEE EASEMENT PROVISIONS NO. 5, SHEET 3) LND-10-0481 47.96' S89'10'53"W 13 3,512 SF. 0.081 AC. 1183301 10,569 SF. 0.243 AC. 96.43' DETA!L ·c" ELEC. VAULT ESMT. REC. NO. 20081020000322 1"=10' S88'51' 6"E GUY ANCHOR EASEMENT REC. NO. 20081020000322 50' WETLAND BUFFER (NGPE) (MSE) S88'51'06"E ST. SEE DETAIL •9" STORM DRANAGE EASEMENT (SEE EASEMENT PROVISIONS NO. 6, SHEET 3) DRAINAGE FACILITIES EASEMENT (SEE EASEMENT PROVISIONS NO. 7, SHEET 3) SIDEWALK EASEMENT (SEE EASEMENT PROVISIONS NO. 8, SHEET 3) MONUMENT ~GN EASEMENT (SEE EASEMENT PROVISIONS NO. 9, SHEET 3) 254.43' ---.... NATIVE GROWTH PR01ECTION EASEMENT (NGPE) (SEE RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS, SHEET 3) KENNETH R. ANDERSON AND ASSOCIATES. INC. Survt1ylng, Mapping and Land Planning 1720 South 341st Ploce, Suite C-4, Federal Way, WA 98003 Telephone: (253) 838-1199 Fax: (253) 838-8164 E-Mail: infoOandersonsurveyors.com S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 SHEET 5 OF 6 \ I- 0 o_ ::;; o_ I' l!) ti"i n (D 0 5 N '-.._ en N '-.._ n 01 3: u ai 0 I ~ 0 0:: f'.. I' 0 I l!) 0 / 01 3: 0 / ::::J I 0 z <( (fl I (J) ·;; 0 0 f'.. f'.. 0 I l!) 0 / (/) ~ () <ll ·a L o_ l!) 0 0 N / (J) ~ () <ll ·a L 0. / <ii --~-·------------- BENSON TRAILS Wl!fEN Re$.ORD6,D RETURN ro Office of the City Clerk Rttnton Ci,~ Hall 1055 Soutfj Grady Way Renton. WA 98057 VOLUME/PAGE A PORTION OF THE S.E. 1 / 4, Of THE N. W. 1 / 4, SEC. 33, TWP. 23 N., RNG. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON OWNERS DECLARATION 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 A VENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT wm, 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 A VENUES, 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 SP ACE, 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 CITY OF RENTON, 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 CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD CITY OF RENTON, 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, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTKUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. THIS PLAT IS SUBJECT TO THE DECLARATION OF COVENANTS; CONDITIONS AND REStRICTIONS FOR BENSON TRAILS RECORDED UNDER KING COUNTY RECORDING NUMBER 2.o/o Q "'tog OoOG, 'St/ . THIS SUBIJII/ISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: BENSON TRAILS, LLC. A WASHINGTON STA~ U~TED LIABILITY COMPANY BY: P-.1,,J/'fil'f/tJ)J~V IT'S: t~ :t:).,/l,A,t:1,Q ,,z, it,,, { u ACKNOWLEDGMENTS ST A TE OF WASHINGTON COUNTY OF \l1 n"i; VIKING BANK A WASHINGTON STATE BANK CORPORATION BY: IT'S: ~,±fj~ f=)(PD~:;~~tr-/ I CERTIFY THAT I KNOW OR HA VE SA TISF AC TORY EVIDENCE THAT V\ IC., Y\ m I.A \<!.OJA.~ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED TH~ INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE f(\c..r.c. ~o.1""' OF BENSON TRAILS, LLC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PAITTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON COUNTY OF h°1n~ DATED: __ :!J<t) It) (y/9:::)'X~--- (SIGNA TURE) / 0 \\cA-o..11s TITLE MY APPOINTMENT EXPIRES __ l ,...-'d_'_\ \t-p-~-- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT yj\c:.JA ffiu..\( p...lr\~ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THJNSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE F V'P OF VIKING BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. LUA-09-111-FP LND-10-0481 DA TED: i..\ \ "B \ \ D fi!i?~--- n.o+-o-. v¥ TITLE MY APPOINTMENT EXPIRES ___,,\-'-'} ef"l,,.__.+') \-=~,._ ___ _ KENNETH R. ANDERSON AND ASSOCIATES. INC. Surveying, Mapping and Land Planning 1720 South 341st Place, Suite C-4, Federal Way, WA 9B003 Telephone: (253) B3B-1199 Fax: (253) B3B-B164 E-Mail: in foOanderson surveyors. com CITY OF RENTON APPROVALS EXAMINED AND APPROVED THIS~ _5_'CIIDAY OF A p 12...J L , 20J.Q. EXAMINED A e APPROVED THIS Ji!!-DAY OF MtlL ~ MAYOR, CITY OF RENTON EXAMINED AND APPROVED THIS Ii" 0 DAY OF --=-~.-,..;;.-=-· _, 20 /0. kA'Ll.i.J. LJ~ CITY CLERK, ATTEST CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HERE~ CONTAINED DEDICATED FOR STREETS, ALLEYS, OR OTHER PUBLIC USES, ARE PAID IN FULL, THIS :<3or-DAY OF _,,,__,m~M=-=k=.L, 2019. KING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMr:NTS CERTIFIED TO THIS OFFICE FOR COLLECllON AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN...Q.q~TAINED DEDIC~A~ 1TREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL, THIS ..lrrh--DAY OF "'" __ , 20_1_!) . _s~_.Mf#be.1<>, MANAGER, FINANCE DIRECTOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS MDAY OF O.,p-,ui ACCOUNT NUMBER(S) 619960-0282 AND 619960-0320 LAND SURVEYORS CERTIFICATE I HEREBY CERllFY THAT THIS PLAT OF BENSON TRAILS 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 PROVISIONS OF THE PLA TTlNG REGULATIONS. KENNETH R. ANDERSON, PROFESSIONAL LAND SURVEYOR CERTIFICATE No. 29267 KENNETH R. ANDERSON & ASSOCIATES, INC., P.S. 1720 SOUTH 341 ST PLACE, SUl1E C-4, FEDERAL WAY, WA 98003 TELEPHONE: (253) 838-1199 ~CORDING CERTlFLr_.AIT CC"f'('\Dl')ING No. ___________ _ FIi CONFORMED COPY 20100408000683 CITY OF RENTON PLAT 128.00 PAGE-001 OF 006 04/08/2010 14:17 M Al'l /-\\c,t.K A PORTION OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER, HIS ___ DAY OF >AST _M. AND RECORDED IN ·--• RECORDS OF KING SUPERINTENDENT OF RECORDS SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON, KING COUNTY, WASHINGTON JOB# 05-077 SHEET 1 OF 6 1--- 0 (l_ ~ 0... r--. LO '° n (D 0 5 N "'-(D N "'-1'1 Ol :;:: -0 oi 0 I _, 0 0:: r--. r--. 0 I I[) ~ Ol :;:: 3- ::::> I 0 z <( (,f) I U) '> 0 0 r--. r--. 0 I LO 0 / 2 u Q) ·2 0... LO 0 0 :) U) _, u ,'!!., 0 '- Q_ / <ii VOLUME/PAGE BENSON TRAILS A PORTION OF THE S.E. 1 / 4, OF lHE N. W. 1 / 4, SEC. 33, TIF. 23 N., RNG. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION: PARCEL "A" LOT 5, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST 300 FEET THEREOF; AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING BETWEEN THE EASTERLY AND WESTERLY LINES OF THE BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY, AS DESCRIBED IN INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 3178820, AND LYING BETWEEN THE NORTH LINE OF LOT 4 AND THE SOUTH LINE OF LOT 7, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON, EXTENDED EASTERLY. PARCEL "8": LOT 7, BLOCK 2, NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON. TITLE REPORT NOTES AND SPECIAL EXCEPTIONS: THE HEREINABOVE LEGAL DESCRIPTION AND THIS SURVEY SUBDIVISION PLAT ARE BASED UPON THAT CERTAIN PLAT CERTIFICATE PREPARED BY STEWART TITLE GUARANTY COMPANY OF WASHINGTON, INC., TITLE ORDER NO. 972648, CERTIFICATE FOR FILING THE PROPOSED PLAT OF BENSON TRAILS, RECORDS EXAMINED TO MARCH 1, 2010 AT 8: 00 A.M. SAID HEREIN DESCRIBED PROPERTY IS SUBJECT TO PUBLICLY RECORDED ITEMS RELATING TO REAL ESTATE TITLE SPECIAL EXCEPTIONS, BEING DISCLOSED ON SCHEDULE B OF SAID CERTIFICATE AND FURTHER DESCRIBED' AS FOLLOWS: SUBJECT TO: 1. EASEMENT. INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JULY 18, 1941 RECORDING NO.: 3178820 IN FAVOR OF: UNITED STATE OF AMERICA FOR: ELECTRIC TRANSMISSION, TELEPHONE AND TELEGRAPH LINES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. 2. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JULY 15, 1949 RECORDING NO.: 3919394 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND /OR DISTRIBUTION SYSTEM AFFECTS: THE LEGAL DESCRiPTION CONTAINED IN SAID EASEMENT IS NOT SUF'FICIENT TO DETERMINE ITS EXACT LOCATION WITHIN SAID PREMISES 3. RESTRICTIONS, EASEMENTS, DEDICATIONS, AND DELINEATED MATTERS CONTAINED ON THE FACE OF THE PLAT OF NORTHWESTERN GARDEN TRACTS, DIVISION NO. 6 AS RECORDED IN VOLUME 46 OF PLATS, PAGE(S) 100, AND ANY AMENDMENTS THERETO. 4. NON-TRANSFERABLE LAND USE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: BONNEVILLE POWER ADMINISTRATION AND: SANDHU PROPERTY, LLC RECORDED: JUNE 1, 2007 RECORDING NUMBER: 20070601000687 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: UTILITY SYSTEMS AFFECTS: REFER TO SAID INSTRUMENT FOR EXACT LOCATION RECORDED: JANUARY 15, 2008 RECORDING NO.: 20080115000436 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: UTILITY SYSTEMS AFFECTS: REFER TO SAID INSTRUMENT FOR EXACT LOCATION RECORDED: OCTOBER 20, 2008 RECORDING NO.: 20081020000322 LUA-09-111-FP LND-10-0481 GENERAL NOTES: 1. THERE SHALL BE NO VEHICULAR INGRESS OR EGRESS DIRECTLY ONTO S.E. 184TH STREET FROM LOTS 1 AND 16. 2. THE BENSON TRAILS HOMEOWNERS ASSOCIATION WAS ESTABLISHED ON , THE ARTICLES OF INCORPORATION ARE ON FILE WITH THE WASHINGTON SECRETARY OF STATE'S OFFICE IN OLYMPIA, WASHINGTON. 3. TRACTS A, 8, C, D, AND E ARE LAND RESERVED FOR SPECIFIED PURPOSES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURF ACE WATER RETENTION, UTILITY F AGILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. 4. TRACT "A" IS A SENSITIVE AREA TRACT (S.A. T.) CONTAINING WETLANDS AND IS HEREBY CONVEYED UPON RECORDING OF THIS PLAT TO THE HOMEOWNERS ASSOCIATION FOR THIS SUBDIVISION AND IDENTIFIED MORE PARTICULARLY IN THE HEREINABOVE DESCRIBED NOTE 2, FOR THE OWNERSHIP AND MAINTENANCE PURPOSES. 5. TRACT "Bn IS A REGIONAL UTILITY CORRIDOR TRACT (R.U.C.T.) AND IS HEREBY CONVEYED TO THE BENSON TRAILS HOMEOWNERS ASSOCIATION, ITS SUCCESSORS AND ASSIGNS FOR THE OWNERSHIP AND MAINTENANCE PURPOSES. 6. TRACT "c" IS A STORM DRAINAGE AND RECREATIONAL TRACT (S.D.R.T.) FOR THE RECREATIONAL PURPOSES FOR THE BENEFIT OF ALL THE LOT OWNERS OF THIS PLAT AND IS DEDICATED AND CONVEYED TO THE BENSON TRAILS HOMEOWNERS ASSOCIATION UPON RECORDING OF THIS PLAT. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "c", SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT nc• THEN THE OWNERS OF ALL THE LOTS, 1-16, SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE FACILITIES. 7. UPON THE RECORDING OF THIS PLAT, TRACT A, TRACT B AND TRACT C ARE HEREBY GRANTED AND CONVEYED TO THE BENSON TRAILS HOMEOWNERS ASSOCIATION (HOA) FOR SENSITIVE AREAS, REGIONAL UTILITY CORRIDORS AND RECREATIONAL PURPOSES. OWNERSHIP AND MAINTENANCE OF SAID TRACTS SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THE THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AND EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. 8. THE OWNERS OF ALL THE LOTS 1 THROUGH 16 INCLUSIVE ARE RESPONSIBLE FOR PROVIDING THAT THE BENSON TRAILS HOMEOWNERS ASSOCIATION CONTINUES TO BE A FUNCTIONING LEGAL ENTITY. SAID HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE TRACTS AS INDICATED AND CONVEYED HEREIN, UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF ALL LOTS 1 THROUGH 16 INCLUSIVE, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 9. TRACT "Dn IS A PRIVATE ACCESS TRACT (P.A.T.) FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 5 AND 6. OWNERSHIP OF LOT 5 AND LOT 6 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "D", AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAli·HENANCE OF SAID TRACT. 10. TRACT "E" IS A PRIVATE ACCESS TRACT (P.A.T.) FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF 11-lE OWNERS OF LOTS 9, 10, 11, 12, AND 13. OWNERSHIP OF LOTS 9, 10, 11, 12, AND 13 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "En, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 11. 121 ST PLACE SOUTHEAST IS DEDICATED TO THE PUBLIC USE FOR ROAD PURPOSES UPON THE RECORDING OF THIS PLAT. ' 12. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 13. A PLANTER ISLAND, IF PROPOSED WITHIN THE CUL-DE-SAC BULBS, SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION FOR THIS SUBDIVISION AND IDENTIFIED MORE PARTICULARLY IN THE HEREINABOVE DESCRIBED NOTE 2, FOR THE OWNERSHIP AND MAINTENANCE PURPOSES. 14. ANY FUTURE RESIDENCE TO BE CONSTRUCTED ON THIS PLAT SHALL BE REQUIRED TO BE CONSTRUCTED WITH A (N.F.P.A.) NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 130 SPRINKLER SYSTEM UNLESS OTHERWISE APPROVED BY CITY OF RENTON OR ITS SUCCESSOR AGENCY. 15. SCHOOL IMPACT FEES HAVE NOT BEEN PAID AT THE TIME OF FINAL PLAT APPROVAL. SCHOOL IMPACT FEES SHALL BE ASSESSED AND COLLECTED FOR EACH LOT AT THE TIME OF BUILDING PERMIT ISSUANCE, USING THE IMPACT FEE SCHEDULES IN EFFECT AT THE TIME OF PERMIT APPLICATION. 16. THE PRIOR FILLING OF PORTIONS OF THE PLAT WERE NOT INSPECTED BY THE CITY OF RENTON. ADDITIONAL COMPACTION TESTS AND SOIL REPORTS MAY BE REQUIRED WITH FUTURE BUILDING PERMIT APPLICATIONS. KENNETH R. ANDERSON AND ASSOCIATES, INC. Survsylng, Mopping and Land Planning 1720 Sooth 341st Place, Suite C-4, Federal Way, WA 98003 Telephone: (253) 838-1199 Fax: (253) 838-8164 E-Mail: infoOcmdersansurveyars.com S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 SHEET 2 OF 6 l-o (L ~ (L I'-- \[) in n (0 Q'I ~ -c, Ol 0 I ...., 0 0:: r--- 1"-- 0 I \[) ;3-, CTI ~ ? ::J I a z <>: (/) I {J) '> 0 a r--- 1"-- 0 I l{) ;3-, {J) +' u al ·o '-- (]_ \[) 0 0 ;) {J) ...., u .~ 0 _3, cii VOLUME/PAGE BENSON TRAILS A PORTION OF lHE S.E. 1 / 4, OF THE N. W. 1 / 4, SEC. 33, TWP. 23 N., RNG. 5 E., W.M., CITY Of RENTON, KING COUNTYo WASHINGTON RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS: THE NATIVE GROWlH PROTECTION EASEMENT (NGPE) IDENTIFIES THE WETLAND AND BUFFER AREA. THE CREATION OF THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NATIVE GROWTH PROTECTION EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. THE COMMON BOUNDARY BETWEEN TRACT / SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SA llSFACTION OF THE CITY OF RENTON PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION, OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT / SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. CITY OF RENTON DRAINAGE EASEMENT AND COVENANT: ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER 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 F AGILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM THE CITY OF RENTON, AND ANY REQUIRED PERMITS FROM THE CITY OF RENTON FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES,· CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. CllY OF RENTON DRAINAGE EASEMENT AND COVENANT FOR RE CREA llON TRACTS: A STORM DRAINAGE EASEMENT (SOE) AND COVENANT OVER TRACT "C", IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT FOR THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS TO ENTER SAID DRAINAGE EASEMENT AND COVENANT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED HEREIN. ONLY THE FLOW CONTROL AND WATER QUALITY FACILITIES CONTAINED WITHIN THE TRACT WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY THE CITY OF RENTON. MAINTENANCE OF ALL OTHER IMPROVEMENTS ON THIS PROPERTY SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE COST FOR THE RESTORATION OF ANY NON-DRAINAGE IMPROVEMENTS REMOVED OR ALTERED AS THE RESULT OF THE MAINtENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE IMPROVEMENTS. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON, OR ITS SUCCESSOR AGENCY, FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT AND COVENANT IS INTENDED TO FACILITATE REASONABLE ACCESS FOR THE OPERATION, MAINTENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS: STRUCTURES, FILL, OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY. LUA-09-111-FP LND-10-0481 EASEMENT PROVISIONS: if A UTILTY EASEMENT (UE) IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, QWEST CO~MUNICATIONS, COMCAST CABLE AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES, PIPELINES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE TV SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES 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 THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. A UTILITY EASEMENT (UE), AS SHOWN HEREIN, IS HEREBY CONVEYED TO PUGET SOUND ENERGY, QWEST COMMUNICATIONS, COMCAST CABLE AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS OR ITS SUCCESSOR AGENCY, FOR THE PURPOSE OF OPERA TING, MAINTAINING AND REPAIRING THE UTILITIES CONTAINED THEREIN. 3. A WATERLINE EASEMENT (WLE), AS SHOWN HEREIN, IS HEREBY GRANTED TO SOOS CREEK WATER AND SEWER DISTRICT FOR CONSTRUCTION, MAINTAIN & REPAIR OF WATER F AGILITIES. 4. A PRIVATE WATERLINE EASEMENT (PWLE), AS SHOWN ACROSS TRACT "D", IS HEREBY GRANTED TO THE OWNERS OF LOTS 5 AND 6 FOR CONSTRUCTION, MAINTAIN & REPAIR OF PRIVATE WATER FACILITIES. 5. A SANITARY SEWER EASEMENT (SSE), AS SHOWN HEREIN, IS HEREBY GRANTED TO SOOS CREEK WATEH AND SEWER DISTRICT FOR CONSTRUCTION, MAINTAIN & REPAIR OF SANITARY SEWER FACILITIES. 6. A STORM DRAINAGE (SDE), AS SHOWN HEREIN, IS HEREBY CONVEYED TO CITY OF RENTON, OR ITS SUCCESSOR AGENCY, FOR THE PURPOSE OF OPERA TING MAINTAINING, AND REPAIRING THE UTILITIES CONTAINED THEREIN. 7. AN OVERLYING DRAINAGE FACILITIES EASEMENT (DFE) IS HEREBY CONVEYED TO CITY OF RENTON, OR ITS SUCCESSOR AGENCY, OVER, UNDER, ACROSS, AND UPON TRACT "B" FOR THE PURPOSE OF OPERA TING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED THEREIN. 8. A SIDEWALK EASEMENT (SWE), SHOWN HEREIN, IS HEREBY DEDICATED TO CITY OF RENTON, OR ITS SUCCESSOR AGENCY, FOR THE PURPOSE OF CONSTRUCTING, ALTERING, RELOCATING, EXTENDING, MAINTAINING, or~ USING A PUBLIC SIDEWALK. 9. A PRIVATE MONUMENT SIGN EASEMENT (MSE), AS SHOWN HEREIN, IS HEREBY CONVEYED TO THE BENSON TRAILS HOMEOWNERS ASSOCIATION, FORMERLY KNOWN AS SANDHU HOMEOWNERS ASSOCIATION, UPON THE RECORDING OF THIS PLAT. THE BENSON TRAILS HOMEOWNERS ASSOCIATION, FORMERLY KNOWN AS SANDHU HOMEOWNERS ASSOCIATION, SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID PRIVATE EASEMENT. SURVEYORS NOTES: 1. BASIS OF BEARING: RECORD NORTH; BASED UPON THE MONUMENTED WEST LINE OF THE PLAT OF NORTHWESTERN GARDEN TRACTS DIV. NO. 1, RECORDED IN VOLUME 45 OF PLATS, PAGE 47, RECORDS OF KING COUNTY; BEARING: NORTH 00"28'10" EAST. 2. ALL DISTANCE UNITS SHOWN HEREIN ARE GROUND DISTANCES EXPRESSED IN U.S. SURVEY FEET, UNLESS OTHERWISE SPECIFIED. 3. A GEODIMETER 600, 3 SECOND DIRECT READING ELECTRONIC TOTAL STATION WAS EMPLOYED TO CONDUCT FIELD TRAVERSE CONTROL OBSERVATIONS FOR ESTABLISHING PROPERTY LINES DELINEATED UPON THIS PLAT. FINAL PRECISION RESULTS MEETS OR EXCEEDS STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WASHINGTON ADMINISTRATIVE CODE UNDER WAC 332-130-090. REFERENCES: 1. KING COUNTY ASSESSORS MAPS OF SECTION 33, T. 23 N., R. 5 E., W.M. 2. PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 6; VOL. 46 OF PLATS, PG. 100, RECORDS OF KING CO. 3. PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 1; VOL. 45 OF PLATS, PG. 47, RECORDS OF KING CO. 4. PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 2; VOL. 46 OF PLATS, PG. 93, RECORDS OF KING CO. 5. PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 3; VOL. 47 OF PLATS, PG. 73, RECORDS OF KING CO. 6. KING COUNTY DEPARTMENT OF PUBLIC WORKS, SURVEY BRANCH, GEOGRAPHIC INFORMATION SYSTEM, MONUMENT INFORMATION DATABASE. 7. CITY OF RENTON SURVEY CONTROL NETWORK INFORMATION PUBLISHED MAY 2000. KENNETH R. ANDERSON AND ASSOCIATES, INC. Survt1ylng, Mapping and Land Planning 1720 South 341st Place, Suite C-4, Federal Way, WA 98003 ,. i---Telephone: (253) 838-1199 Fax: (253) 838-8164 E-Mail: infoOandersansurveyors.com S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 SHEET 3 OF 6 l-o 0.. 2 0.. r--- l{) in I') <D a a N '--.. <D ~ I') O> 3 -cl oi a I .... 0 u: r---r--- 0 I l{) a / O> 3 0 / :::J I 0 z <i: (/) I (/) '> 0 0 r---r--- 0 I l{) 0 / UJ .... 0 ~ ·o J... 0.. l{) a 0 N / (/) +' 0 ~ ·o ,9, <ii ---------~----~------------- BENSON TRAILS A PORTION OF -~.-..._ _ _..---FOUND MON IN CASE, lHE S.E. 1/4, OF lHE N.W. 1/4, SEC. 33, TWP. 23 N., RNG. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON -I~ z 4"X4" CONC. W/ BRASS PIN, 0.50'± DO'M'l AT INTERSECTION OF S.E. 176TH STREET AND S.E. PETROVITSKY ROAD. VISITED 3-15-2005. SE. 180TH ST. 0~~~~--_ , _ --0 ____ _ _ saa·49'3o~E 1021.22~c) / 659.87(M) ~ 296.W(C) 296.7D'(P)-- {_ FOUND 4"x4" MON IN I \ FOUND 4"x4" MON IN CASE 'MTH BRASS PIN, CASE, 0.2'± DOWN, AT I 1 1.1'± DOWN, AT INTERSECTION OF S.E. 180TH INTERSECTION OF S.E. 3 Q, STREET AND 120TH A VENUE SOUTH. 180TH ST. AND 118TH t I VISITED 11-21-2005. AVE. SE. ..) "311£1) 11-21-200> 'l; ( -\\~-;i' ' ~-'(>\ ~~ ). \ TRANSMISSION LINE TOWER. HELD CENTER OF TOWER AS ' \ MONUMENTED POSITION. DETAIL "A" N.T.S. S. LINE, LOT 5 N. LINE, LOT 6 ~ . w (/) \ ~ FOUND CENTER OF \ VISITED 11-22-2005. t 1 .... -:::IE 1-. .... co ~ -::I! -'I--co I a:i N "'l ..... -:::IE 1- 31: • ~ ,..... I fl! g I I I lJNPL~~ TTE:D ·:~04:_~ \ ~~-LOT 3 LOT 4 S88'51'17•E 260.80' _,. n\~ ///// ___ ;,.s;;~J-- I -I a. -• 8 g /_ L I i::i~t:,O ~ ~ ~--1 //// EXlENSION, ~ --·~ ~ S -/ / N. LINE, LOT 4 ~ i~ ~\ \ W. LINE, BONNEVILLE ~ _,. r->. VJ..~ TRANSMISSION RIGHT ~ ~ -;, 1l- __ OF WAY ~ ,..., ~ E. LINE, BLK _ 2, DIV. -'fn ~ c:. \ .,i <oa GARDEN TRACTS ----- ~v~ ~/--300.00' 6, NORTHVt£S!ERN ~ • ..;;,, "*'\ -----\ . ~ ,i'J.oa a E. LINE, S88'5111 E 217.63 6i.<oo i<JJ.o w. 300', ~ I!\ 1-a. I ::-- I~ l'u -I u, I CJ? ,~ I I / _,--- ' . 1--LOT 5 TR ,, A" °'8. SEE DETAIL , _ 1 (NGPE) 1 PARCEL "A" . f"I~ \«:!l ;Q ~ ~ S88'51'07"E ~ 01i1i ; % ~ \~~- 0.19 , :./ I"' f1'I d ~ ~ ~ r-1 -----,---· ·~ ~ .. f' i I I S88'51 'ory 561.18' --------1____ , , . ~ i \ f"I c::. 'f"I k 300.01'(c) i----~.,, -,-Ar261.17'(C) i LOT 5 J -----:::-:..;,\~ ~~-------. ~l e ~ TR "A" ~ 299.82'(c) I ',,, _____ , ---,-/ 261.36'(C) 261.52'(P) LOT 7 1 -----~-:~. t't ", ·a 2. ~ (S.A.T.) ~ 300 OO'(P) L 5 I I 6 ' I I I / \ 0 'f"\ . "'· (') ";O t-<. • --...J : .... "~\ J : I g I 1 0 : 11 \ \ ~ -,1 /\ ~ %, ~ ,M <"'·J'" 8 I I , Cl~ ; \ ~;..-.. / y \ .. , .... I I I I • ~ I c? ~ %. ...... '\..,, .,,"'' ' I ,,ll.l o_~ \o ,...-.... , .... , .. : ,·:: 1 1 1 ~a~' -:o\/1 (NGPE) \· .... \, ., ~--..., .. I' \ .,I \ \ t ',1· I I J. t.ll ~ 'in / -~ ~ .. <',\'•• ,<>'.:J\.>' ... ·"\lo.. I ,---1--------r(!l--~~/ -:Oy .... '",' '\.. < ,, ,, I I ; TR "E" I ~ I ~ a \ 'b ~ ....... ¥ \ ... ' \ \ \ ,,.. l / I (PAT) ft1 ~ ;...\ j ,~~)·:~~ ,~\ .. \":,\--"1 \ )1 __ :___:___:____J tJ1 !~~ \ ~ ' r-V vv, 1<"'---,rL. /1----.z. /~ I ~ ~\~~~ 'c:::-'@ \ ( .. ,\>,, .. -< ...... ~,\ .. 1TR "D' ..__ PARCEL "B" I f!l ~'ii\~;...\ '(') ~ ':-"(,.:~,, >~ __ ...1 ___ (P.A.T.) \ 13 : ~ % ~~~ \\ ~:;/ ~~\ '• -" \ --I I tJ' ;;.;;, \~ ~ t •J ,. • L -...f _ ------_j 1 2 ~ · ~ ;..(. / -.. :~ ~ 4 / / : ~ 1fy~ C = 1 ,_-_-, ~ ---------w 1 14 1 ig_ z ~ 3 VJ 0- VOLUME/PAGE 0 0 n ,;:: ,w N -N w • :z \!) ~ ::if-0 ,0 0 w_, z Nss·s1 'o?"E S. LINE, LOT 5 0.19' N. LINE, LOT 7 ·:~oo·:~ 1--w ~ ~ <( () u, 0 N ..- 0 (D 0 0 n 0 (0 I 1---I I ELEVA RON PER .8: _________ J c2 ---------i I~ 100 YEAR WATFR SURFACE I 3 Q ' 1 3 Q 'I z 2 VJ 1 5 I (jJ f"' CIWL ENGINEER PLANS / / \ 0 <O II I ..... N J I ,, ~ \ (r-------__//~R "B"\ (R.U.C.T.) i i ---------: TR "c" ~ Y,,r \" ' ' \ RENTON No 1868 J l 0 1 16 II (S.D.R.T.) \l~~t \ '., \\, N 162614.212 REN) I 300•00:<P) 1 \~ s~ \_J t EASlERLY EXlENSION, S. LINE, LOT 7 E 1305612474 (REN) 1 j I 0 --;9~-~(C) • ::-=_ 343.34-'{P) 343.17'(C) 18.:...,, ----~ ,,----· :--.-_-_ j I Q 8j ~a~ _ 1313.1!(~/'-_ ----. / _"'-=---V/'-~ J2S_:_B6'(C) :;i,_,c----68=1~~!B86.f~74'(C) ->. '$.65.20'(C) UNf'LA'iT~~.~~~ ~5.20'(c) ~ ~,,1~/~,~~::,~ I !~~1~·~, --g--~~· ~~ !H S!·_ ---~6"51 06 E_9:2.54'(c) ----------\ ------~\~ASTER~l EfJ!~~R~L-~ .~-· \ a ~ FOUND ALUMINUM SURFACE DO'M'l, VISITED --\-..... -" , -,--r,-·n ,-,,"-,· I ~ g MON IN CASE 'MTH 11-21-2005. \ Ul'WL..'·: l l t.JJ ::uJc, \ \ ..-..1 N PUNCHMARK, 1.65' DO'M'l, I I ~ 1 ~ ..-.. AT INTERSECTION OF S.E. ~-() ffi 184TH STREET AND 116TH o o:: AVENUE SOUTHEAST. REGIONAL UTILITY CORRIDOR TRACT 31: .....,. VISITED 11-21-2005. (R.U.C. T.) (SEE NOTE 5, SHEET 2 OF 6) '!:? 1 ' LEGEND: FOUND 3• DIAMETER BERNSTEN ':ot r STORM DRAINAGE AND RECREATIONAL TRACT MARKER AT CENTERLINE OF ~ r 90,s·1s·(c) (S.D.R.T.) (SEE NOTE 6, SHEET 2 OF 6) EASEMENT. ~ 1 ~ 90i3'16.(P) -' FOUND MONUMENT AS DESCRIBED VISITED 11-22-2005. I (C) CALCULATED PRIVATE ACCESS TRACT (P.A.T.) (SEE NOTE 9 & 10, SHEET 2 OF 6) (M) MEASURED '( NATIVE GROWTH PROTECTION EASEMENT I (P) PLAT (NGPE) (SEE RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS, SHEET 3) RENTON NO. 1873 N 159872.502 REN) (KCSC) KING COUNTY SURVEY CONTROL E 1305505.424 REN) (RECORD INFORMATION) CALCULATED POSITION CITY OF RENTON SURVEY CONTROL MONUMENT NO. 1873 ....-.....;-, ... i INTERSECTION OF SE 192ND ST &: 116TH AVE SE LUA-09-111-FP LND-10-0481 (REN) (S.A.T.) CITY OF RENTON SURVEY CONTROL NETWORK SENSITIVE AREA TRACT (SEE NOTE 4, SHEET 2 OF 6) KENNETH R. ANDERSON AND ASSOCIATES, INC. Surveying, Mapping and Land Planning 1720 South 341st Piece, Suite C-4, Federal Way, WA 98003 Telephone: (253) 838-1199 Fax: (253) 838-8164 E-Mail: infoCandersonsurveycrs.com S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 SHEET 4 OF 6 01 3: -0 oi 0 I ...., 0 0.. l'-- 1'-- 0 I l[) ;3- 01 3: -0 / ::J I 0 z <( if! I "' '5 0 0 l'-- 1'-- 0 I l[) 0 / "' ...., <.) .3<, 0 L 0.. l[) 0 0 :) "' ...., <.) Q) ·o 3' <ii :" RCP L=43i 83 ~ ~-=-::cc--~ ·-· --4?8 W --------------------'+28 1f\:,q;-$ 260.72' (CALC'D.) \ -------------. -----;;-/ ---._ \ ~ A ----.. . / ' -/ '\---_,,.,..,.,, \ [\ 7--'o \ G> ------z· -----------------~ ---~ -------~ ------v· ~ I I I I I I I / a' o,cti I (0 426 __ _ 428 430 ---------= - :~ I I I I I • I UJ I iS: I~ ,~ I I I I I (' / -I (0 ~ ! / ({J /Y; 'T I J I ' ' ASPHALT ' ' ~/ {P I / 12" RCP / CORNER IN VI/ATER (I\IOT SET) .- B \ 85,2920 SQ. FT. . (i. 960 ACRE) ~ Cl,/ ~ __ / ,,----<j ,3-:o i>\ -z tj' ~ LOT -~-I • HOUSE T~I ~ 343.25' (CALC'O.) 343.34' (PLAT) III I. 51 I I , \ \ \ I I I I \ \ \ WETLA~ID DIRT PILES, & AFFECTED BUFFER AREAS TO BE RES'fORED TO ORIGINAL CONTOURS (APPROX.) P R ENGINEERING PLANS 12" RCP LE.=42!.08 r{f J \r :\; ~ ,/ ~- ( 604.06' (CALC'D.) ASPHALT PAVEMENT I " " " -~" \ I ' " ,, ',, " ~\ I S.E, i84 TH STREET EL=423.58 12" METAL ,Q I\' I I I \ A 187,9120 SQ. FT. (4.3i0 ACRES) 260.82' (CALC'D.) 0 15 30 45 60 SCALE: I" = 30' X x--x 1-1 \ 0 FOUND 2" IRON PIPE ~ -~~~~__/ 0.03' SOUTH & <0.01' \/\/EST OF CALC'D. PROPERTY CORNER ASPHALT PAVEMENT I I I I \ PLANTING LIST QNTY @ 19 PLANT NAME SrRU3S Qcea,spray Holodiscus discolor © i8 PaclfTc Nlnebarl< Physocarpus capitarus © 0 12 Nooika Rose Rosa nutkana 18 Totrroteberry Rubus parviflorus 131.FFER AREA SEED MIX (All l:uffer craJS dlsti.rbed a.rl",l coost.) zsr. Redtop Bentgrass A.9rostos alba 25% i"'erem!QI. ~ 2S%l~s finer s 2 Fest11ca ~ensis 5% Rea Fescue _ Eestucq rub,;;,,, <ieeetfng rate: .:llD/1000 sq. feet AREAS OF \/vETLIW/BL.fFER MITIGATION, INCLLOING CliAt'U', REGMOING. SEEDING AN) PlPNTlNG. (15,453 SF TOT AL) SPLIT RAIL FENE SENSITIVE AREA SIGN SIZE 5 gal 24-36" 24-36" 2 gal. f\PTES: i, BASE SlRI/EY ll\FCf~TION PROVIDED BY CRLI/VER NffiTHWEST. 2. GRADING ll\FffiMA TION PROVIDED BY STIEFa EJ\G!l',EERll\G 3. ALL REGRADED llJ'O/OR OTl-£R BllRE NIE.l>S TO BE SEElEl WITH CRASS SEED MIX SPECIFIED ON THIS PLAN. 4. SEE 8'.GIN:ERING PLANS FOR SQUARE FOOTAGE: OF fVllTIGATION /lJ'O RE-GRADING 11R:AS. 1_ I r4· , ,-, , ,,,, ~o· n ipJ-------J T x9" ~ a· rail ffyp.l " ,\Joie: lo,tull hobir<,f feoce os shown FENCE DETAIL Balled & burlopped or containerized plant os specified. Cut & remove b1Jrlop from top 1/2 of boll (burlap to be rottoble) SPACING as shown as shown as shown as shown 2 l/2" min. Mulch or sterile straw fir spring P.lanting. wood chips for fall planting. Fmh rade ' Top soil "'"' """' SHRUB PLANTING DETAIL "'"ETI,AND SJGN .NOTES 12" x 18" ,\lumim11n sigi1 ...-ith ,.hit~ reDectin backgro11ml. Atfacb lull' -1''-~-I" cedar ur pn,s~ure treutc'tl puol wUh 5/lll"xJ" lug bult. Scl !'ll•l miuimum 3' belmN grade. Wetland !i~n lo sit at appm:ti~1ately 5' !Jelght uliov" fo1M1 gr.i<te-. the ,rellimdf,beam ,igu oball be (lu,ted at the houudary belm,,m the s~imliw An,a Buffec, Selbaei<A.-ea uc Setback frnct am! th~ Ruililing s~urn.ck ,\o,a. WETLAND SIGN DETAIL I\\JT TO SOLE NOT TO 5CALE 1103 West Meeker Street Kent, Wa 98032-5751 253-859-0515 Fax 253-852-4732 (J) z 0 (J) -> w 0::: <J <J <J <J Job No. A2-i25 Oesigned By: OM Drawn By: GrvL Checked by: Date: J,J'£ 2003 SHEET W-i OF 30' '"""'~'""'""~ ""'' ~ow .. ,,~vw Us<lf'liJOU!l<~O/ttOklJ-, ... o,vov,;,_ J ""' 0NR<IO<WI~-I ~I>-b< """"-vr.:u i '11/YWfJ.J ii I . Ii ,: ,: ' • ,: ,: ' ' ' • ' . ' • • • -• 299.92' (CALC'D.) 300.00' (PLAT) ------------@~- 681.62' (ESM) 682.04' (PLAT) N88°02'39"W 2060.25' (ESM) (BASIS OF BEARINGS) ----- PPROXIMATE LOCATION OF AN AREA NOT CLEARED SILT FENCE Tr,__ BE PLACED AS SHOWN (TYP.) ---------- EXJSTING TRAIL {APPROX.) \ \ \ --,,60.72' (G/\LC'D~=====-= WETLAND F 4' HIGH BARBED-WIRE FENCE EDGE (APPR<i%(;l 17 OUTH & 0.61' WEST OF________- EDGE BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY (SEATILEICOVINGTON TRANSMISSION LINE RIGHT-OF-WAY PER REFERENCE SURVEY) 187,912± SQ. FT. (4.31± ACRES) WETLAND A/B/C ' ' ' . Wl E 1 A 15 -BARREL CULVERT C3 \\/1 \ \. XIST!NG TRAIL (APPROX.) A 20 / / CLEAn'tJ/GRADED ~EA (TO Ff RESTORED) I...,..----- '-- cs OF CLEARING (TYP,) 7/ • W4 I E4 r---~ C4 ·-I W 5 I :* B 1 I: /Wt $fa' . {z • E3 Tl_4~'o ,: UFFtR I B3 Es) -C2 C i WETLAND A/B/C USE STAPLES OR Wlf{E --- RINGS TO ATTACH / ,,.,.. I X!STJNG TRAIL (APPROX.) / / ) PPHOX. ------------,,----LOCATIONS 343.25' (CALC'D.) 343.34' (PLAT) ....... ----\ -..., _ --_ -_____ ---END OF 4' HIGH BARBED-WIRE FENCE , PROPERTY CORNER . IS 1.92' NORTH & 0.75' WES~OF . (BEGIN 4' ~l~Ei'PtSJ) -END OF 4' HIGH CHAINLINK FENCE IS 0.61' SOUTH & 59.61' EAST OF PROPERTY CORNER 6~04=.0:=6=. ===("'~=L~c-·o-_=) ==~~----~--~-...::.::::~~ -'--=-~-====-=-= ----'.J "' Q -~ 65.21' S.E. 184TH STREET NOTE: BASE SURVEY INFORMATION PROVIDED BY CRAfvER NORTHWEST. NOTE: NOTE: NOT ALL FEATURES SHOWN ON MAP WERE SURVEYED. A 15' BUILDING SETBACK LINE MEASL.RED FROM THE BUFFER EDGE IS ALSO REQUIRED IF DEVELOPMENT IS PROPOSED. ALL DISTURBED AREAS WILL BE RESEEDED WITH THE FOLLOWING MIX: 25% Redtc\> 8entg-oss A..9rostos alba 25% ~eremlol Rve E~scmenfs 25% I fesa.e . Festr.;GJJ. idahoens1s 25% Reo t-esa.e Seedt~'™~ub~/1000 "I· feet --~--- I -,-- --FILTER FABRIC Mt\TERIAN. MIRAFI IOOX OR EQUAL 2" x 2" x 14"' GA. WELDED WIRE FENCING OR EQUAL 6., 10. SILT FENCE DETAIL NOT TO SCALE BASE INFORMATION PROVIDED BY CRAMER NORTHWEST I 8-twelve Associates, Inc. 1103 West Meeker Street Kent, Wa 98032-5751 253-859-0515 Fax 253-852-4732 CJ) z 0 CJ) ~ > w 0:: <] <] <] <] o__C 0 >--0 +-' f---2 ~ 0::: •-w CJ) ..c C CJJ Q_ 0 0 Q+:i> 0::: u > o_ C ~ 0 >-, =:i u 1: I 01 :::J OcO z,-U <[ +-' U) ,CJJ CJ") xc w~ Job No. A2-i25 Designed By: ~DM~-- Drawn By: CML Checked by: ---- AUGUST 2002 Date: SHEET OF W-1 30' ' ' ' ' , , , ,, , \ I WETLAND F 4' HIGH BARBED-WIRE FENCE \ EDGE (APPR(jlg(fl.17 OUTH&061'WESTOF -~--n BONNEVILLE TRANSMISSION LINE RIGHT-OF-WAY (SEATTLE/COVINGTON TRANSMISSION LINE RIGHT-OF-WAY PER REFERENCE SURVEY) 187,912± SQ. FT. (4.31± ACRES) WETLAND A/B/C \ USE STAPLES OR WIRE----, RINGS TO ATTACH ' !----------------------::_ ------1'-- r ' " " I ,: ,: ' ' ' 1: ,: ' ' ' ' ' ' ' ' ~---------~----~:::::__~~------_nl .i1 - 299 92' (CALC'D.) 300.00' (PLAT) ~ ----------681.62' (ESM) 682.04' (PLAT) N88"02'39"W 206025' (ESM) (BASIS OF BEARINGS) \,...._ __ ~-~PPROXIMATE LOCATION OF AN AREA NOT CLEARED r SILT FENCE To---- BE PLACED AS SHOWN (TYP.) ------- SHED ... ----- EXISTING TRAIL (APPROX.) PPROX. LOCATIONS EDGE ' ' ';,: ' W4 I ._,, OF CLEARING (TYP.) II * W 5 , B 1 /, <~"" Se• ~ J:' , 't::. TL.A,~ t:J ;:: eur:-r:-r;:R I ' ,-' I . I I I I \ \ > / I B 3 C 3 C5 E 4 (-------...,/ C4 Es) -C2 Ci WETLAND A/B/C ' --------- / ------ ------------/ / I X!STING TRAIL (APPROX.) / / / ) 343.25' (CALC'D.) 343 34' (PLAT) -END OF 4' HIGH CHAINLINK FENCE IS 0.61' SOUTH & 59.61' EAST OF PROPERTY CORNER -~ 604.06' (~LC'D.) ,,_________ ---ENDOF4'H1GH8ARBE0-WIREFENCE • PROPERTY CORNER IS 1.92' NORTH & 0.75' WEST OF (BEGIN 4' ~l~E§ltS:j:) ~~==~-===,'fl:J1 6521' S.E. 184TH STREET NOTE: BASE SURVEY INFORMATION PROVIDED BY CRAMER NORTHWEST. NOTE: NOTE: NOT ALL FEATURES SHOWN ON MAP WERE SURVEYED. A 15' BUILDING SETBACK LINE MEASURED FROM THE BUFFER EDGE IS ALSO REQUIRED IF DEVELOPMENT IS PROPOSED. ALL DISTURBED AREAS WILL BE RESEEDED WITH THE FOLLOWING MIX: 25'1 Redtop Bentg-oss A_grostos alba 25% 1-'eremlal Rve E~~s cinefifs 25% fesa.e . Fest1,1ca idahoens1s 25% Red Fesa.e s..J;;i':1~,b~/l000 sq. feet _L ' ' --FILTER FABRIC MATERIAN. MIRAFI IOOX OR EQUAL 2" x T x 14" GA. WELDED WIRE FENCiNG OR EOUAI_ 6 Io· SILT FE1\JCE DETAIL NOT TO SCALE BASE INFORMATION PROVIDED BY CRAMER NORTHWEST B-twelve Associates, Inc. 1103 West Meeker Street Kent, Wa 98032-5751 253-859-0515 Fax 253-852-4732 If) z 0 If) -> w 0::: ----·------'--- <J <J <J <J o_C 0 >-0 -I-' f--~ g a:::: •-w (/) _c C (I) o_ 0 O o~> a:::: u > o_ C ~ 0 >, :=>U~ I CJ)::} 0 O z.cu <( -I-' ( r. • (I) CJ) V/ X C w~ Job No. A2-i25 Designed By: _,D"'M~- Drawn By: CML Checked by: ---- AUGUST 2002 Date: SHEET OF W-1 I NORTH '~ SCALE, 1 "=50' LEGEND. j ] 0 [lJ .f,j, * - ' ~' -" ji5) I <'C\ ('I;/ 0 25 ,'"OUND MOf1/IJMF"f,l/ AS DEc-, 50 SU 1/?" r .JCR10[D. ,., c -Rr:.BM;: W/ r11.P L_, 18898/37540"' ~- FOUND f-?EBAR CP AS DESCRIBE[), J IRON PIP[ UTIL!T'f POL[ r1 re·,· r. "er JONE" RISFR VIATER MET[R FH"?C 1-!YO.RAf'./T CF~ _,~t. U?tf lYGUiO SH. TR£[ l[GUJO DA(/\ POINT FLAG 1//[TlAUD DELINEATION FLAG TRF:F: LEGEND f-1. JO" p1,,c . ,,.,,. T-2 30" FIR T-·3: 10" SPF-?/JC[ T-.-J. ;w" COTTONWOODS (2) T-5: 20" ALO[R T-6. 24'" HOLLY T-7 20" HIJLLY !-/2· J2" FIR T-U· 18" FIP. T-14· 22" F"IR T-15 18" i-lOUY; T-16· 24" Fil-? T -1 7· 22" F/P I T-/8 JC' Fi'H I f-B 24' HOLLY /-S 20" ALDER T-1f. 3 4 F!P T-1 1 26 .. FIR T-19 f-20 1-21 T-22 36' C[DAI~ 18' 51---'P/Jf [ 20' C[01if: 18' SPRJC[ I '. I. I '' I I I I j ~---. f-l ,~ -<;[' I -, ...j 0~- 1 •.._., I I (Q g °' G ~ l!") ~-., : - I ,; 1500 S8!1"06 ·-g" . -----__ _(CALC D) -200 --Uc E ,173 97' • FOUUO ('0'· W/ 1;··-4-<1 . ./C_RCT_F;_ _A;IONUMf NI FJF<AC'<:' ---" A f /NT[I-F .JJ NAIL y C) • 'JCT10N OF ,OT/I AV[. S.[ '- S.E. 180TH ST·(~ ·. \!IS/IP' 0' ,,. , .f,[lD) u -i,l o-13-02 ?:D9 B'-'' ( --CALC'U) -----30rJ UO (DEED) I I I \ l LfGAL DESCRIPTION: PfRCEL A-' . \ (PiER STATUTORY WARRANTY Nf' 9705221296, RECORDS °;;~lz;cg~DED UNDER R[CORD L0T 5, BLOCK 2 UNTY, WASHINGTON.) 6/ ACCORDIN ' NORTHW[ST[RN GARDEN Of PlATS, P1G;fs{~~:lAT Tl-/[R[OF REC;:if;siND~ISION NO. £1CEPT THE WEST 3 , RECORDS OF KING COUN OLUME 46 AljD OO FEET THfREOF: TY, WASHINGTON; i Tl"}'1T PORTION OF TH[ O<fRTER OF SECT/0 SOUTHEAST QUARTER OF W .. ~ .. LYING BETW N 33, TOWNSHIP 23 NORT THE NORTHWEST B/)/JNEVILLE ffN THE EASTERLY AN H, RANGE 5 EAST INSJRUMENT 7::t;;:);5 SION LINE RIGHT_g/ 11 ;!;rncY UNEs oF THE LYING BETWffN THE ED UND[R AUDITOR'S FILE ,NAS DESCRIBED IN 01-LOT 7, IN Bl a NORTH LINE OF LOT 4, A 0. 31 78820, AND 6,: ACCORDING TO ~~ 2, NORTHWEST GARDEN ~!ZH[ SOUTH LIN[ or; PLATS, PAGE(S) 1~ PLAT THEREOF RECORDED 1:s DIVISION NO. ETTENDED EASTERLY 0, RECORDS OF KING cou VOLUME 46 , · NTY. WASHINGTON, PrCEL B: TPACT 7 BL ' ' OCK 2 NORTHWE ~i, A;&~;~1~~Gi}sf1:~:~~1a::::o:A:iiiR;;~c~, v~~~~~N NO. • RDS OF KING CO 48 BOTH SITUATE IN UNTY, WASHINGTON. THE COUNTY OF KING, STATE OF WASHINGTON. NOTE$: ' ' " MONUMENTS LAST VISITED OB-13-02. 2. RffERENCE BY £SM INC. SURVEY VOLUME 67, PAGE 287, ~e, WETLAND SCIENTl',T· MS. DARCY MILLE.R B-TWELVE AS'"' Cl 1103 W .,u ATES INC KENT. w:~~KJ~ STREET. sunE c RECEIVED SITE DEVELOPMENT JUN 2 7 2003 FOf; PERMIT REVIEW ONL y (NOT FOR CONSTRUCTION) >-w > Ct:: ::::) (/) I u REVISIONS BY C) z O'.'. w w z C) z w _J w (/J w => z w > <.( I f- l'0 ~ ~ W N LL w~ f-~ c.n N ~ LO w N I ~ n 0 (f) rn <.( 5 f- LO I'-. LO ~ I -tj- LO (f) I " n LO N '-..,/ .. X <.( LL N I'-. -tj- I'-. I -st LO CX) I . ,,--.... n LO N _J w f- (f) LO 0 (f) rn w Wz ~o (fl f- (_') 6/9/03 Scale AS SHOWN Drawn MWS Jab 22802 Sheet C. 1 or~ Sheets \ I I I I I I I i ' I I -' - --·--- 1 "=50' I I LEGEND: 0 25 5-0---1--1 oof @ FOUND MONUM[NT AS D£SCRl8[D. • SET 1/2" REBAR W/ CAP "LS 18898/37540" 0 FOUND REBAR OR IRON PIPE AS DESCRIBED. :g: UTILITY POLE ITJ TELEPHONE RISU/ [8J WATfR METER 0, FIRE HYDRANT * SEE TREE LEGEND ~ Sff TREE LEGEND Ii DATA POINT FLAG WETLAND DELINEATION FLAG I!. STREAM £OGE DELINEATION FLAG FOUND CONCRETE MONUMENT W 1/4" BRASS NAIL AT INTERSECTION OF 120TH AVE. 5.£. & SE 180TH ST. (HELD) VISIT[O ON 6-13-02 ~ -------+--~2~9~9.;77~.-~(~CA~L~C.~D.~)-:-3~00~.o~o~·-:-~=E=E=D-&c--PU-Dc----------tf~. TREE LEGEND. T-1: JO" PIN[ T-2: JO" FIR T-J: 10" SPRUCf T-4: 20" COTTONWOODS (2) T-5: 20" ALDER T-6: 24" J-IOLLY T-7: 20" HOLLY T-8: 24" HOLLY T-9: 20" ALDER T-10: 34" FIR T-11: 26" FIR ~(; _t. T-12: 32" FIR T-/J: 18" FIR T-14: 22" FIR T-15: 18"HOLLYJ T-16: 24" FIR T-17: 22'' FIR T-18: 36'' FIR T-19: 36" CEOA~ I T-20.· 18" SPR1£ T-2/c 20" C£0A i T-22: 18" SPR '£ I I ~I ~I MITIGATION AREA #1 AREA = 14,350 S.F.± r------~L~OT 5 LIMITS OF WETLAND/ BUFFER MITIGATION CLEANUP, REGRADING ANO REPLANTING WORK (TYP) ~-------~ 426- I • ~ _______ :a, ____ __!_9D 82' (CALC'D.) 300.00' (DEED) I m --------------·-----------428 __ I C') • ~ I "'1 h' ' ;:i I Cr) "' ~ ~ '" "' "> " ""-a .:::,r~ to I ~ c:' ""' j " ~ ~ " C) '2 I CV ~I "t--. " ~/ NEW SPLIT RAIL FENCE ALONG BUFFER EDGE (SEE WETLAND MITIGATION PLAN FOR FENCE DETAILS) LIMITS OF GENERAL (:\ CLEANUP.REGRADING \__V AND EROSION CONTROL WORK (TYP) LOT 6 1 FOUND 2" IRON PIPF I 1 0.43' NORTH & 0.06' W[ST ~ I JO' : I / ·/ ~ " 0 ~ I OF CALc'O. PROPERTY CORNER \ 131342' (ESM) _ 12 .. RCP ----:-~ 70 ± ,s •' o3' / \ \ \ :H <o ';t \ \ \ \ I \ \ 348.Zo' (GALC'D.) 343.34' (PlAT} MONUMENTED LINE PER REFERENCE SURV[7 (VOL. 67, PG, 287) ----------428------------------ 1313.16' (MEAS.) l_L _______ J _____ 2f!_9::.!!_CALr:_'Dj_3fJ_O!!,O'_!!'~AT) ______ _ 131383' (PLAT) :::i EL~431 .BJ-434 __ 32· 3----- ~------.. --~--__ ----__ 681.62' (ESl>IJ ~2.04' (PZiT) ASPHALT PAVEMENT SOUTH LIN£ or nt[ N.W 1/4 or SEC. 33, --c N88'02'39"1Y (ESM) (BASIS OF BF:ARING. T. 23 N .. R. 5 £., WM. (BASIS OF BEARINGS) '=~----~-'R= / FOUND CONG. MON. IN GAS[ 4";?" of"'~cF===cr~==:::f'S-##=1--J ,;L-----,c'fr..C:::._==~~:=::\\';:::o,_. W/1 1/2" ALUMINUM CAP W/ PUNCH SOUTH LINE OF ff/£ N.W 1/4 OF S[C 33 AJ ,cr: "'1-J; S E' CT A7-.,4?J) ?Jf}- HELD AS WEST 1/4 CORN[R SEC. 33 ~ T. 23 N .. R. 5 [ .. W.M. (BASIS OF BEARINGS) CABLE TV PAINT & POWER PAINT lJNE ' . 184TJ-J STREB'J' J \ '6 T. 23 N., R. 5 £ .• WM. ' FOUND CONCRETE MONUMENT ARE 0.8± APART I EL~423.58 1 IN CASE: W/ TACK IN LEAD r? ~'O 12" RCP 12" METAL r 1 V/S/T[D ON 6-13-02 " l'-'sp,u \. l'-G' 'I-' \ \\.;"i. EL=430 49 >J-.C{ro'D <{ ~ll<\0· \ v \i' _,,c,,'1 . SITE B£NC/-/M4RK '(._.\.. '?--CS 1:.\ 1 sV 5U P.K. NAIL ON NORTH SIDE SE 184TH ST. ,i' ""''o· \ ELEV. a 425.83 (NAVO 88) sV \ \ \ \ UTILITY PAINT LEGEND: GAS LINE F'AINT TELEPflONE UN£ PAINT WATER UN[ PAINT \ \ \ I \ \ \ \ \ I I I 420 = ' SHEET C-2: HORIZONTAL CONTROL NOTES: 1. THE OWNER'S SURVEYOR SHALL FLAG THE LIMITS OF WETLAND/BUFFER MITIGATION WORK, AND THE MINOR REGRADING WORK INDICATED ON THE PLANS. 2. THE LOCATIONS OF THE FLAGS SHALL BE FIELD VERIFIED BY THE PROJECT WETLAND SCIENTIST (B-TWELVE ASSOCIATES) AND COUNTY INSPECTION PERSONNEL PRIOR TO START OF CONSTRUCTION. 3. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE AND COUNTY INSPECTION STAFF. j 4. ALL TEMPO~ARY EROSION CONTROL MEASURES SHALL BE INPLACE AND INSPECTED BY THE COUNT,Y PRIOR TO WETLAND/BUFFER MITIGATION CLEARING, GRADING, AND REI/EGETATION lWORK. 5. THE CONTRACTOR SHALL PROTECT THE EXISTING WETLANDS AND RELATED BUFFERS FROM CONSTRUCTION RELATED IMPACTS DURING AND AFTER THE MITIGATION WORK, INCLUDING WATER QUALITY DISCHARGES. 6. REFER TO 'fETLAND MITIGATION PLANTING PLAN PREPARED BY B-TWEL 1/E ASSOCIATES F(!R SPECIFIC DETAILS AND LOCATIONS OF REQUIRED VEGETATION. MINOR ADJUSTMENTS JO THE fAITIGATION GRADING PLAN MAY BE FIELD ADJUSTED, AS DIRECTED BY THE PROJECT WETLAND SCIENTIST. 7. REFER TO THE WETLAND MITIGATION PLANS FOR DETAILS OF THE SPLIT RAIL WOOD FENCE ALONG THE BUFFER EDGE ADJACENT THE DEI/ELOPABLE PORTION OF THE PROJECT. LIMITS OF WETLAND/ BUFFER MITIGATION (':;\ CLEANUP, REGRADING \V AND REPLANTING WORK (TYP) MITIGATION AREA #2 ARCA = 1,103 S.F.± FOUND 2" IRON PIPE \ \ 0.0J' SOUTH & (0.0/' WEST or CALC'D. PROPERTY CORNER ·--.:.:.:c.:.__'c---_ .~JB -~-ASPHAU PAl/[M[NT 20 -'---,-- \ \ \ \ \ \ : \ \ ------- FOR PERMIT REVIEW ONLY (NOT FOR CONSTRUCTION) REI/ISi ONS BY LO I' LO ~ I 'SJ- LO co I -----n LO N '-"' X <( LL w U) ~ N w LO I'--('.) :=i (0 -tj-z z N I'-- et: w I I w > ~ -tj-w <( n LO z 0 co -I co ('.) Ol I z f------w n <( n ~ LD _J ~ 5 N w N '-"' . LL ~ f-w n z _] f-N w w U) N ~ f- z >-co 0 f-LO f-[Y_ 0 <( w f-co ('.) Q_ w vi 0 f-et: Wz -et: 0 2 Q_ f-f- z 0 :=i Ul ('.) <( z I IZ __J <( 0 f-I [L _J z -tj-U) __J f-<( co <( 0 w en ~3: Ct'. 5 f--f-w z :=i z U) • 0 z u I <( -tj-0 0 5 'SJ-f- __J z _] oZ <( <( :=i NW f--z U) :c!'.'. ~ [Y_ 0 N Dale 6/9/03 - Ct'. 0 I Scale AS SHOWN Drawn MWS N I Job 22802 u Sheet C. 2 Of if(' Sheets 32 I I I I I I I I I I I I I I I NORTH LEGEND: SCALE': 1 "=50' i 25 50 ~ I ffl FOUND 1/2" REB"'R W CAP \ "J: "~ \ MONUMENTED LINE • --•. _ .:-_ _ _ _ _ 88'06 59 E 473.97' (CALC'D) "DRYCO #34145"' \ ' I-~ ((vo,-· ~ I s· , .. M I ' 0 ~0\ ~ERENCE SURVEY 1001 1500 -"200----------------------------474.50' (PLAT) \ ~ ~}ls~) I I I I -----------------------~ -4J:z ---------------. 42 A3i \,o 0 @ FOUND MONUMENT AS DESCR/8[0. SET 1/2" REBAR W/ CAP ~ "LS 18898/37540" 0 FOUND R£BAR OR IRON PIPE AS DESCRIBED q UTILITY POLE IT] T[L[PHON[ Rl'S[R C2J WATER METER i, FIRE HYDRANT * Sff TREE LEGEND ~ SEE TREE LEGEND DATA POINT FLAG ~ ~ W[TLAND OELINEJ\TION FLAG ~ STREAM [DC£ DELINEATION FLAG TREE LEGEND: T-1' 30" PINE T-2: JO"" FIR T-3: 10·· SPRUCE T-4: 20" COTTONWOODS (2) T-5: 20" ALDER T-6: 24'" HOLLY T-7: 20" HOLLY T-8: 24" HOLLY T-9: 20" ALDER T-10: 34'' FIR T-11: 26" FIR T-12: J2" FIR T-U 18" FIR T-14: 22" FIR T-15: 18" HOLLYj T-16: 24" FIR I T-17: 22" FIR T-18: 36" FiR T-19: 36" CEDAk I T-20: 18" SPRUfE T-21: 20" CEDAf T-22: 18" SPRJCE I JO' I I I I I ,;-I @! LOT 5 I • /· ______ Ji ____ _!_9982' {CALC'D.) 300.00' (DEED) I ~ ------------------------428_ N h' ~ ~ c C, ~ N ~ .ci l; .., ci ~ "' ~ ~ a:, ,, ~ I G;.i .,.... . 31 vi ic, ~ ~ "' f:l < -Ir,, ~ ;:--l tri r ..;;:. si ~ ~ ~ ~ oj ;'j I C) -C\) f<-1 J "- " ·" C') ;'"' Q " I j. LOT 6 FOUND 2" IRON PIPE 0.43' NORTH & 0.06' WEST OF CALC'O. PROPERTY CORNER 1313.16' (MEAS.) _L'--_______ J _____ 29_9!_2'_/_C::_L:_'l!.}_3'!_0}!0' J.PLA'I') ... _ ··--·· 1313.42" (ESM) I -----------_ · 12" RCP --- 1313.BJ-(P~AT) ...... -g EL-431 83-434 ~---" ~--_ _ ·-_BBl.62' (ES1'/) ~2.04' (PLAT) T-18 ) -,9 I -/ ~ ~ I . C.ORN[R . JN WATER. . (NOT SEI) . I I . \. -. . . . \ . ...... .,f''" . _;;, \ . ~(> -. -\"'o ~:.,. -%:· .\ - :H "' c,j " 1_,c..-0-.ef Wrr~-I . f-lQU.':,'[ 343.Z6' (CALCO.} 343.34' {PU.T} 6). -soun, LIN~ OF THE N. W. 1/4 OF SEC. 33, -c N88'02'39"W (ESM) (BAS1S OF' BEARlNG T. 23 N., R. 5 [., WM. (BASIS OF BEARINGS) L:C::::'(-t~*:'dA~SPcH~ALc;T-;::V:::[M~£~NT=~rS,===r5c?¥.¥=1~ FQUNO CONC. MON. IN CASE 431 0 W/ 1 1/2" ALUMINUM CAP W/ PUNCH" SOUTH UN[ OF THE N.W 1/4 OF SEC 33 ,3 ·" ,i" S' EC H[LO AS WEST 1/4 CORNER SEC. 33 T. 23 N .. R. 5 E., WM. (BASIS OF BEARINGS) CABLE TV PAINT & POWER PAJNT LINE ~ ' I • 184 TH T. 23 N., R. 5 E., W.M. ' -FOUND CONCRETf MONUM[NT ARE 0.8± APART EL-423.58 -------------------------------IN_C;;c:4.:::S:c.E_:Wc,/'--'TAccC"'-K'-lLIA1-' J,J;J,Ati{ " '/,C.7()?,s, l Z" RCP " ,.. 12" METAL ,OOJE; . llOCI( Ui'El DITCHES SIW.L BE PR0\<10£0 ONLY AT S'TEEP SLOPE LOCATIONS OR .1/lfAS Of IIGH EROSION POl£NlW. /IS SPEClfl£0 ON PLIJ\'S 00 Kl · DIREC1£D IN l'Elll BY ENGINEER. IIAlERW. FOR ROCK UNffi ()ITCHES SHALL BE QlMRY SPAU.S PW:£D AT 12" MINIMUM DEPTH TEMPORARY INTERCEPTOR DITCH -N ... O•T•T•O--SCAL ........ E .................. :..,..-;..;;;-~~~..;...~~~~~~..._~....,.. ....... -_____ _ B SECTION I -\ • I . . \ -\ -. .\ \· ;,),~'"' .,. ""f."'~ . \ . \. \. . .\ " .. ·\· ... --. . . . ... --- .\ /'.cm:o/".J\~ ,lL.A:7/ hL.Lr -~O I ~~ 280.BZ' (CALC'D.) ASPHALT PA'IEMENT I I I I -'#J"lf, -I \ \ \ \ 4 UTILITY PAINT LE END: GAS LIN[ P INT ~ TEL[PHON[ //J~Hflfyf111t:;s1t~L ir"i?H IF PRES(NT, AS PER KING COON TY wATrn UN[ PAl!.frD STANDARDS 4" TO !l" QUARRY SPALLS GEOTEX11LE 12" IJIN THICKl'<ESS AS PER KING COUNTY ROAD STANDARDS, DRI\/EWAYS SHALL 8E PA\rED TD THE EDGE OF fMHT-Of-WAY PRIOR TO INSTALLATION Of lHE C0NS1RUCli0N ENTRANCE TO A\1010 D1'MAG1NO OF THE ROADWAY IT IS RECOMMENDED THAT TIIE ENTRANCE m: CROWNED SO lHAl RUNOFF DRAINS OFF [HE PAD. FOUND 2'" IRON PIPE SHEET C-3: TEMPORARY EROSION CONTROL NOTES: 1. THE OWNER'S Sl)RVEYOR SHALL FLAG THE LIMITS OF WETLAND/BUFFER 1vllTIGATION WORK, AND THE MINOR REGRADING WORK INDICATED ON THE PLANS. 2. THE LOCATIONS OF THE FLAGS SHALL BE FIELD VERIFIED BY THE PROJECT WETLAND SCIENTIST (8-TWELVE ASSOC IA TES) AND COUNTY INSPECTION PERSONNEL PRIOR TO START OF CONSTRUCTION. 3. THE CONTRACTOR SHALL SCHEDULE A PRE-CO/\ISTRUCTION MEETING WITH THE OWNER'S REPRESEIH A TIVE AND COUNTY INSPECTION STAFF. 4. ALL TD1IPORARY EROSION CONTROL MEASURES SHALL BE INPLACE AND INSPECTED BY THE COUNTY PRIOR TO WETLAND/BUFFER MITIGATION CLEARING. GRADING, AND REVEGETATION WOl<K. 5. THE CONTRACTOR SHALL PROTECT THE EXISTING WETLANDS AND RELATED BUFFERS FROM CONSTRUCTION RELATED IMPACTS DURING AND AFTER THE ~IITIGATION WORK, INCLUDING WATER 'QUALITY DISCHARGES. 6. REFER TO WETLAND MITIGATION PLANTING PLAN PREPARED BY B-TWELVE ASSOCIATES FOR SPECIFIC DETAILS AND LOCATIONS OF REQUIRED VEGETATION. MINOR ADJUST~IENTS TO THE MITIGATION GRADING PLAN MAY BE FIELD ADJUSTED. AS DIRECTED BY THE PROJECT WETLAND SCIENTIST. CONSTRUCTION NOTES: NEW FILTER FABRIC FE/\ICE PER KING COUNTY STANDARD DETAIL NEW ROCI< CHECK DAM PER l<ING COUNTY STANDARD DETAIL REMOVE DEBRIS AND GARBAGE IN MITIGATION AREAS AND DISPOSE OF LEGALLY GRAVEL CONSTRUCTION ACCESS PAD PER KING COUNTY STANDARD DETAIL INTERCEPTOR DITCH PER KING COUNTY DETAIL \ 0.0J' SOUTH & <0.01· WEST OF CA~IOPERTY CORNER A5PHAU PAVEMENT 1 r X 2" 'l!OOCJ-S'J.y;£ ! (Oft Eo..w), 2 £A -..... '™""" 1 ·1 . I , u SK.T FENCE PER COO SfAtflW!ll Pl.AH H07A STRAW BALE REINFORCED SILT FENCE BARRIER· NOT TO SCAf.f ,.,,,,..,.-- / ROCK CHECK DAM NOT ---STABILIZED CONSTRUCTION ENTRANCE FOR PERMIT REVIEW ONLY (NOT FOR CONSTRUCTION) REVISIONS BY LO ['... LO ,- I "1" LO OJ I ,.--.._ n LO N '--' X <( LL w (/) ,-N w LO ['... 0 =i (() 7 z z N ['... 0:: w I I w > ,-7 w <( n l[) z 0 OJ -OJ 0 I 0) I z f-,.--.._ w n <( n ,-l[) _J ,-5 N w N '--' LL ,-f-w n z _J f-N w w (/) N Y'. f- z >-OJ 0 f-LO f-er: 0 z <( w OJ <i:: 0.. f-01 _J ('.) 0 w o_ f-0:: Wz -0:: 0 _J 2 0.. f-f-0 (/) ('.) O'.'. 0 =i f--z I IZ z <( 0 f-I 0 u _J z "1" (/) f-<( OJ <( z w (/) ,-5 0 5 VJ f-w 0 :) z (/) z O'.'. I <( "1" 0 w 0 5 7 f- >-z _J oZ O'.'. <( =i NW <i:: (/) Y'. ,-0:: O'.'. 0 Dote 6/9/03 o_ 2 Scale w AS SHOWN f-- Drawn MWS t0 I Job 22802 u Sheet C. 3 Of 5:_ Sheets ' ' ' ' ' ' ' ~ \ NORTH \~() SCALE: 1 "=50' , \ 0 ' I 1------+-I ~ r , 'J; .,. MONUM[NT[O LIN[ LEGEND: ----~ _ _ _ _ _ _ S88'06'59''E 473.97' (CALC'D.) "ORYCO #34145" \ (VOL. 67, PG. 287) 0 25 50 100 1 1500 -;/(JQ"--------------------------4 74.50' (PLAT) \ \ -12a ____ ' ' ' ' \ ' ' ' ' '." II I . FOUND 1/2" RfBAR W/ CAP \ O~'°& PER REFfR[NC[ SURV[Y I -------------------4J2 ------_4 A)Z/ @) FOUND MONUMENT AS DESCRIBED. SU 1/2" REBAR W/ CAP ' \ ~ "LS 18898/37540" 0 FOUND REBAR OR IRON PIP[ AS O[SCRIB£0. :g UTILITY POL£ [jJ TELEPHONE RISER IZJ WAT[R METER ~ FIR[ flYORANT * SEE TR££ LEGEND ~ SEE TREE LEGEND DATA POINT FLAG ~ ~ WETLAND D£1IN£ATION FLAG ~ STREAM £DC[ O[L/N[ATION FLAG TREE LEGEND: T-1: JO" PIN[ T-2: JO" FIR T-J: IO" SPRUCE' T-4: 20" COTTONWOODS (2) T-5.· 20" ALO[R T-6.· 24" HOLLY T-7: 20" HOLLY T-8: 24" HOLLY T-9: 20" ALDER T-I0: 34" FIR T-11: 26" FIR T-12: J2" FIR T-13: 18" FIR T-14: 22" FIR T-15: 18" HOlL\'l T-16: 24" FIR I T-17: 22" FIR T-18: 36" FIR T-19: 36" crnAk I T-20: ra" SPR1[ T-21: 20" C[OA. T-22: 18" SPR C[ I I 30' I FOUND CONCRETE MONUMcNT W/ 1 4" BRASS NAIL AT INT[RSECTION OF 120TH A\/[. S.E. & S.£. 180TH ST. (HELO) VISITED ON 6-13-02 299.77' (CALC'D.) 300.00' (DEED & PLAT) LOT 5 I • f-_______ :a _ _ _ 299.82' (CALC'D.) 300.00' (DEED) I ~ --------------------428_ 0 0 ~ "' ' ~ I kl h' , ::J I CJ) "' , kl ;/; ::::i "' g < ~ I !cc1 ~I~ ~ ~ ~ ~ MINOR RE-GRADING OF NON-MITIGATION AREA = 27,425 S.F.± LOT 6 FOUND 2" IRON PIPE 0.43 NORTH & 0.06' WEST OF CALC'O. PROPERTY CORNER 32 :5-3-- 1313.16' (M£~S.) 1313.42' (ESM) 1313.BJ' (PLAT) • 12" RCP --:--=--=-~~ _L '--______ J _____ 2:__9:!_2'_~~L~'D_)_:J~O!~J!'1:_A!} _______ _ ~ EL=431 83------..!.:!__ 0~ - NEW CONTOU . CORNER -, -, JN.WAT[R, . (NOT S[I) _ ELEVATION Y 0 :H "' aj "' 343.26' (CALCO.) 343.31' (PLAT) ·\ . ' . . ', T-4 4 260. 72' (CAI.,C'D) _ /w ~=,"74 7'-A:/Or,L,LJ ~~ . \ . . \ . I . -.\ \· . v-"''v\ .\, -~(:-, . \ ·' , , . .. 1·. \, .. ·, '\' .. . , . , .\ , I ... ,.,\\) -. , r -. 'r\\. , , ·0-"''"----~,;;,_ , , //.-_,,w'I>' · -· PARCEL A · ·,;,,· -. ,; 1'81 . . . . -----. /t.,~:::_: 1 ll _ . ,.9/2;1:: ,SQ,_ Fl. ___ . / -.. (4.Jt± -ACRES) --.. FOUND 2" IRON PIP[ SHEET C-4: MITIGATION GRADING NOTES: 1. THE OWNER'S SURVEYOR SHALL FLAG THE LIMITS OF WETLAND/BUFFER MITIGATION WORK, AND THE MINOR REGRADING WORK INDICATED ON THE PLANS. 2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE INPLACE AND INSPECTED BY THE COUNTY. PRIOR TO WETLAND/BUFFER MITIGATION GRADING, AND REVEGETATION WORK. 3. THE CONTRACTOR SHALL PROTECT THE EXISTING WETLANDS AND RELATED BUFFERS FROM CONSTRUCTION RELATED IMPACTS DURING AND AFTER THE MITIGATION WORK, INCLUDING WATER QUALITY DISCHARGES. 4. REFER TO WETLAND MITIGATION PLANTING PLAN PREPARED BY B-TWELVE ASSOC IA TES FOR SPECIFIC DETAILS AND LOCATIONS OF RE OU IRED VEGETATION. MINOR ADJUSTMENTS TO THE MITIGATION GRADING PLAN MAY BE FIELD ADJUSTED, AS DIRECTED BY THE PROJECT WETLAND SCIENTIST. 5. GRADING WITHIN THE NON-f/llTIGATION MINOR GRADING AREA IS INTENDED TO PROVIDE MORE UNIFORM SLOPES FOR DRAINAGE PURPOSES. THE INTENT IS TO REGRADE PREVIGUSL Y STOCKPILED IMPORTED FILL MATERIAL. 6. REQUIRED MITIGATION GRADING WITHIN EXISTING WETLAND BUFFERS SHALL CONSIST OF LIMITED REMOVAL OF FILL TO APPROXIMATELY PRE-FILL ELEVATIONS. THE CONTRACTOR SHALL PREPARE SMALL AREAS OF FILL REMOVAL TO DETERMINE THE APPROXIMATE BOTTOM ELEVATION OF FILL MA TERI AL. THE CO~ITRACTOR SHALL THEN RDAOVE THE FILL WITHIN THE BUFFER AREAS NOTED ON THE PLANS. 7. DISTURBED AREAS OF THE SITE SHALL BE RESEEDED WITH AN APPROVED SEED MIX SHOWN ON SHE8T C-4 AND ON THE WETLAND MITIGATION PLAN. 8. UPON COMPLETION OF THE CLEANUP, CONTRACTOR SHALL STABILIZE THE SITE EROSION CONTROL ~IEASURES. REGRADING, AND RESEEDING WORK THE INCLUDING ANY ADDITIONAL TEMPORARY GR/l.DING NOTES: CLEANUP REFUSE AND GARBAGE WITHIN WETLNAD BUFFER AREA LIMITED CLEARING AND GRADING WITHIN BUFFER MITIGATION AREA MINOR GRADING WITHIN NON-MITIGATION AREA RESEED DISTURBED AREAS OF THE SITE REMOVE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PAD BUFFER AREA SEED MIX: 1. ALL DISTURBED AREAS OF THE SITE INCLUDING WETLAND BUFFER MITIGATION AREAS, AND NON-MITIGATION MINOR GRADING AREAS SHALL BE RESEEDED WITH THE FOLLOWING SEED MIX. 25% REDTOP BENTGRASS (Agrostos alba) 25% PERENNIAL RYE (Elyrpus cinerds) 25% IDAHO FESCUE (Festuca idahoensis) 25% RED FESCUE (Festuco rubus) SEEDING RATE: (3 lbs/ 1000 square feet) ~--.-_·~--_ _ _ _681_62' (ESM) 682.04' (PLAT) ~ SOUTN LINE OF THE N.W. 1/4 OF S[C. 33. ~ N88'02'39"W (ESM) (BASIS-op BEARING . r. 23 N., R. 5 E., W.M. (BASIS OF BEARINGS) 1 ASPHALT PAVEMENT (CAI.,C'D.) 0.03' SOUTH & <0.01' WEST OF CAlC'D. PROPERTY CORNER \ ' iOUND CONG. M.ON. IN CASE 43'r-~ W 1-1/2' ALUMINUM CAP W/ PUNCH SOUTH LIN[ OF THE N.W. 1/4 OF S[C 33 HELO AS W[ST 1/4 CORNER SEC. 33, T. 23 N., R. 5 £., W.M. (BASIS OF B[ARINGS) T. 23 N., R. 5 £., W.M. FOUND CONCRETE MONUM[Nf IN CASE W/ TACK 1N L[AO VISITED ON 6-1 J-02 A)O ti.CJ; -{l-0 CABLE TV PAINT & POWER PAINT LINE' ARE 0.8± APART 12" RCP EL-430,49 ,i S.E. 184TJJ I EL~423.58 12" METAL SIT£ BENCHMARK· 5U P.K. !WL ON NORTH SIDE 5.E. [l,[V, " 425.83 (NAVO 88) w o_ I ' ' ' ' UTILITY PAINT LEGEND. GAS LIN[ PAINT TfLEPHON[ LIN[ PAINT WATER LIN[ PAINT \ \ \ \ \ I ____ ,___ \ \ \ \ ' ' ' \ \ FOR PERMIT REVIEW ONLY (NOT FOR CONSTRUCTION) (J) _J <( f-w 0 0 z <( z <( _J O_, Cl z 0 <( a::: Cl st I (.) REVISIONS BY w (J) ('.) w z =i z 0::: w w> w <( z 0 I z f-w n ,- _J ,- W N LL ,- W n f-N (J) N z >-0 f- f-O:'. <( w ('.) Q_ 0 f-0::: -2 Q_ 0 =i z I <( 0 _J z f-<( w (J) s f- =i z I <( 0 s z _J <( =i (/) :::,c: ,- L() w N I ,-n 0 co Ol <( s " f-z w :::<'.'. X <( LL N I" v I" I v L() co I ,,--... n L() N '---' _J w f- co lf) 0 f-co w Ol Wz 0::: 0 f-f- (J) (') IZ f-I "<r(J) C() <( ,-s w (J) z vO v f-oZ NW ,-0::: Date 6/9/03 Scale AS SHOWN Drawn MWS Job 22802 Sheet C.4 Of £ Sheets ______________________________________________________ , __________________________________________________________ ------ GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), KING COUNTY ROAD STANDARDS (KCRS). 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 COFIRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DOES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPF!OVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DOES LAND USE INSPECTIO~l SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P .M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. (NOT USED) 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTEF! 8 IS SUBMITTED TO THE DOES LAND USE INSPECTIO~I SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVO 1988 UNLESS OTHERWISE APPROVED BY DOES.( PLANS SHOW ASSUMED DATUM) 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 61 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06 3). 13. (NOT USED) 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, 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 Tf,AFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. 15. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. ANY DEVIATION FROM APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 16. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. 17. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE TEL-800-424-555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS EXIST. EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SE"DIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTF!ICTORS, CHA~INELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGf<ADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS L[NGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS r~LAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND CRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLA~I ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NE[DED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING :::ilTE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC F AGILITIES SHALL BE INSPECTED DAILY (WHEN CONSTRUCTION IS IN PROGRESS) BY THE APPLICANT /ESC SUl"ERVISOR AND MAINTAl~IED TO ENSURE CONTINUED PROPER FUNCTIONING. WRIT"IEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. 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 IMlvlEDIATEL Y STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDINC:, MULCHING, PLASTIC COVERING, ETC.). (REFER TO PLANS FOR MORE DETAILED REQUIREMENTS FOR PHASING) 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAY!,. I 9. THE ESC FACILITIES ON INACTIVE SITE~ SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN fTORTY-EIGHT ( 48) HOURS FOLLOWING A STORM EVENT. , 10. 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. 11. STABILIZED CONSTRUCTION ENTRANCF.$ AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION UL TIMA TEL Y AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORAl~Y EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS 0~ 2 TO 3 INCHES. I 14. PRIOR TO THE BEGINNING OF THE WE: SEASON (OCT. 1 ), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ©NES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAIS SHALL BE SEEDED OR PROTECTED WITHIN ONE WEEf< OF THE BEGINNING OF 1THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSEI AREAS TO REMAl~I UNCOVERED SHALL BE SUBMITTED TO THE ODES INSPECTOR. THE ODES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DOES PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100.D). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(L). 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. 3, STEEL PIPE SHALL BE GAL VAN I ZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). 4. 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 (KCRS 7.05). 5. ALL. CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 6. 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 7.03(L), DRAWING NO. 2-001 ). 7. 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"-8"/40-70% PASSING; 2"-4" ROCK/30-40% PASSING; AND 2" MINUS ROCK/10-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(6), DRAWING NO. 2-024. 8. (NOT USED) PIPE MATERIALS AND BEDDING INFORMATION 9, ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MU'.3T BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE IRON -4 INCH THROUGH 14-INCH DIAMETER PIPE SHALL BE CLASS 50 AND 16 INCH THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH-ON, MECHANICAL, OR FLANGED. (6" MIN. COVER). B. CONCRETE -4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON-REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76. (2 FT. MIN. COVER). 10. ALL PIPE BEDDING SHALL BE APWA TYPE "F" FOR FLEXIBLE PIPE (I.E. PVC, SMP OR ADS). ALL RIGID PIPE (I.E. DUCTILE IRON OR CONCRETE) BEDDING SHALL BE APWA TYPE "B" FOR PIPE COVER GREATER THAN 36 INCHES OR APWA TYPE "B" FOR PIPE COVER LESS THAN 36 INCHES. BEDDING MATERIAL SHALL BE 5/8" MINUS CRUSHED ROCK ONLY FOR ALL PIPE EXCEPT FOR DUCTILE IRON. 11. ALL TRENCH BACKFILL IN AREAS OF FUTURE PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM D 1557-70 (MODIFIED PROCTOR). ALL OTHER AREAS SHALL BE COMPACTED TO 90 PERCENT MINIMUM. 12. CONSTRUCTION OF DEWATERING (GROUNDWATER INTERCEPTION) SYSTEMS SHALL BE IN ACCORDANCE WITH THE APW/l, STANDARD SPECIFICATIONS, SECTION 61-3.02. 4i 1-.'<' . " ' ' 11 ~, j qt ~ I EXPIRES t (J) z 0 f- <( u LL u w Q_ (J) 0 z <( (J) w f- 0 z _J <( O::'. w z w C) LO I u FOR PERMIT REVIEW ONLY (NOT FOR CONSTRUCTION) REVISIONS BY ··,. --........ W. ST1/i', ~ f WASI( ~,.>... I, Q; I+. ; l ··' ' .. l o..,, < • ,P' 0 ~<" b,, ~ ~J-/ ll • ""~. Gfsm?. l', JNAt.'?f>.6 ' •m"'lil • Y 7/ d "', . LO ,.... LO ~ I '<I- LO co I " n LO N ,.__, .. X <( LL w (/) ~ N w L1l ,.... C) ::) (D '<I-z z N ['... -I Q". w I w > ~ '<I-w <( n LO z 0 co -co C) I m I z I--" w n <( n ~ s LO ~ N _J w N ,.__, LL ~ I--w n z _J I--N w w (J) N ::,{'. I-- z >-co 0 I--L1l I--Q:'. 0 <( w I--co C) (l_ wm 0 I--Q:'. Wz -Q:'. 0 2 (l_ I--I-- 0 ::) (J) C) z I IZ <( 0 I--- _J z '<I-I I--<( co S2 w (/) ~s s I--w ::) z (J) z I <( '<I-0 0 s '<I-I-- z _J oZ <( ::) NW (/) ::,{'. ~ Q:'. Dote 6/9/03 Scale AS SHOWN Drown MWS Job 22802 Sheet C. 5 Of~ Sheets