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HomeMy WebLinkAboutLUA00-114 - Large Format 7 pa ee (37!) s fk L Ge 210 E =~, a ) bh N . . (ag) rey pels 1293.48 Real a @ |e O q $ < fl S.P. 477114 ; ie (1) 22B5 8 2 . 50163 = 130 . f 330.815 T5017 150.05 1237.27 SP777009 | O31Ac. 2 SS A @i% Re SO [ g ~- tL. iS & ie d ‘1 iS q 12248 ' 3 Eg a te i ° ea wi i : ° a H “ Tet) i: > Wr @ al @3 7 Re >! we NS of Cc; 330.71 300.71 EH e 150 @ 481.42 (48) (a) “ Pl q [wr amr || 16.01 & Ee 800 2 : = i porso| att oashe a 2 €el.4e 3 an ar | = 3 Tizkod , ae : EG opie Z| al (2 7 EL 2 . 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TEL, NW. a - (42) = “na vencuta = access =—— 330.28 sf sooty @) NED 1F* w esuty® Soul m3 mq - 153.14 =: J. __ 330.18 5 : : | { > (* d | ———— mt MANIFOLD RO.) i | : 2 Ss ES 5 s = j 30030. Tey | q = sa os | al o leenrow weg (60.78) A lw deo 75) 3a! i sf o¢ s| o : cea ene lowe) * UB af" < < < < 2 Ps 2) 4 |e g g q be S 2 oe Fy cn a ail fe a" al [ a = = 3 <a \ g aa g wis 2 = 92.145 168 BS e | b i“ Ai j~o * 150.145 ¢ | ml + E = Pi Sh - eo g¢ ¢ “|| ~ | 150 ies ao) ‘ 30! G k @ _ Ray pt | () 5 oan a ie ol 85 50 Ls ey an tgp ! i Fe] se 5 Tr ps a s 150° igo. = 300 4 300.01 + | a: ely R= ies < 2s @ S 601.75 (690.01) e ¥ oe = = rs eS = pals 1 4 fe 12 3 ot | 3 2 | 2] | o [8 4.36 Ac, [8 ¢ al j Fall z : 3 2 4 | oj , a 2 2 Qa a |: ‘| oog 623.45 wh a1 8 is, es, | T = ban eae: 30 758.25 | 3a 75843) { a) 8 7 | 40 el. [8 alc| ¢ g — ZS |g AN 2 . 3 : 494Ac, 1% “lg (2) 2 Se a * oe | 240 3 6 by 5 z | 4.27 300.7 a be 2 250 & ra Ey 227 © ts a nefe| : | se = _ } tal “ L i - a | (S.E. ISIST ST.) @ pls (3) : 0.67 Ack cl. 6017s (598.85) (a. ! " ass | 6G s 750 i 12 | = £ | SP. aeiosp : 8 he _8 S j a) 2 a 2 ae 3 (2) (3) 4) 9.26 300.8 @F BS a Pe | ly ol , 4 ac , ~ s & , 7 = a & @ = ! i : 182 : : SS r a 2 g §& . La = ? | ul a| 8 ola . 2 (2 13645 o| | ai 4] O) ban = : ul 30, _ _ - 1219 S.P 488038 Se 1.38Ac. By No oO F celeancue 4 L 5 | 6 me i tu 2e 48 ars “218 ~. | 0 ee = a - = is ARK S be gts go = 33 7 tw BK 266.8% Si: @, 60 iso 8 | 38 \s } L E | ON. 'F ° | : £SMr = zi = = =} SOK 617 TS 85.7 as 35.07 Jp — g 3 = of FSMT. 310 2: ° 23y 35.21 Je — 3 25 3 S:E. 132 -_ si a ND ST. (CENTRAL Ave.) ® PP 00-14 SITE PLAN OF 4.77 COURT WETLAND FLAG, TYP. wD 6’ CYCLONE 0+45.44 \ 4) HIGH WIRE FENCE \0+00 N 88°20'54" w -WO-10 FENCE cae 9 ei ‘ iH i NORTH in “ON Perc | cea! | 2 2 Pats d 7 Tee ala 1 BUILDING SETBACKS ‘si “ease we i 7 FRONT YARD = 20’ t a WA Se SI REAR YARD = 20’ s2'56% Werte} ae 5416.21 ay SIDE YARD = 5! — 3 CORNER SIDE YARD = 15° AD g — 1 TOTAL PARCEL AREA 204,094 sq.ft. 4.685 acres —— , PROPOSED NO. OF LOTS 25 . i \ PROPOSED ZONING R-8 : 18,00"1.0" SIDEWALR_] S . = ‘ EASEMENT |S. | PROPOSED SQUARE FOOTAGES oly =15.p : ~ 13 5} ma “KS x ' o|, ~~ LOT 1 4,701 3q.ft. ; a 1 § 7 . LOT 2 5,110 sq.ft. \ 1. F LOT 3 4,977 sq.ft. {> _ al LOT 4 4,500 sq.ft. Se'52'68" “w- 50 LOT 5 4,500 sq.ft. sey pasos eo 4 --86.37--— = : Sls + LOT 6 4,500 sq.ft. i LS F FL i ! = 50 ume i LOT 7 5,544 sq.ft. =>— 42 -4--46[- 442 ----- to 3 LOT 8 4,662 sq.ft. “Loe meal 5 \ voOoR VICINIT Pp LOT 9 5,420 sq.ft. + a ae a 4 i} a PINTS MA LOT 10 4,640 sq.ft. a. i LOT 11 4,641 sq.ft. ; day 7 } / LOT 12 4,641 sq.ft. ; “tal ef fp SN 885256" {__Nn8e's2'5g”“w LOT 13 5,133. 3q.ft. 3 ; SRPES “#;86.35'-—— ww r~-8R78~—5 LEGAL DESCRIPTION LOT 14 4,599 5q.ft. = | SIOn ae ae i Lot 16 4500 scctt wh Ase) <eR ot aq pM ! THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST ee Ae TeDD ete a k, RLS jicgo'47's3"—w “Hohe | | ombr ‘ 5 QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP LOT 18 4,500 sq.ft. ve 4 Sb : Sid 0 4 | 48 2 ‘ ru 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING COUNTY, tor ye 5/098 savft. wf i pro -8529-—-5 ae te a aa \ ‘ WASHINGTON, EXCEPT THE EAST 90 FEET OF THE WEST 120 FEET , ee H oO] \fi __---~_ i/ | od AN@68°52's62 = N“88'52'562-~ Ps OF THE SOUTH 160 FEET THEREOF, LESS THE COUNTY ROAD. LOT 20 5,443 sq.ft. 8B lig 4---7 0.5" SEWALKig ie : 5 LOT 21 6,329 sq.ft. | 218 71 EASEMENT ap - a a 9 LOT 22 4,863 sq.ft. \ Fae cee i 1 i 3 LOT 23 4,795 sq.ft. nt! , MI ; nS wo z LOT 24 4,805 sq.ft. Se ae th ee —] 1 heraerazs3# yi ! re) ee --6 i HELD N88‘21'09"W ON THE SOUTH LINE OF THE SOUTHEAST LOT 25 5,698 sq.ft. { cam 1 a QUARTER, SECTION 10, TOWNSHIP 23 NORTH, RANG E 5 EAST PER | | r--83.29'==4 : ! i i - qua KING COUNTY CONTROL SURVEY BREAKDOWN. an fe PL eee4 86322 ‘--g379-~- TRACT A 19,773 sq.ft. wit og 1 Liked ey] 50.03" ¥ BENCHMARK TRACT B 3,177 sq.ft. ¥. | 18 17 Wt coo N gB'52'56" W i a} . St ol ie lta, is. i a an COR. #2119 50 _ eure © eta hae qa} ts \ BRASS DISK IN ROAD AT INTERSECTION OF S.E 128TH STREET AND 4a 446, -89°47'S3" WET t6' | 46 fe S| RL! / N to Nee 142ND AVENUE S.E. 2-85.29 — 1 qq° i 9 Sh Bg fe 7 ELEV=129.972 METERS ie 1 yo! | —~L=45.09 ptt . 426.416 FEET 444 _] 9! # 1 i} cal . s oO - >--H-- ' / R=29.00' 319,55 Q}o __- ee eye op et PPE ---B br - 1223.80! DATUM aad (anit =3e.08' |". ‘64 Fis | _R=15,00° DENSITY CALCULATION ae | 8 [eo 3 be a3 SbWae eS SITE AREA 204,094 sq.ft. i alleen SS ogr- ae oS 9 NAVD B8 ROADWAY AREA 58,187 sq.ft. L___ 1 WN 89°47'53% i SENSITIVE AREAS 8,B66 sq.ft. (Witla 2) f oe a ar eee = RETENTION / — — __ L=38. NET SITE AREA ISEOe) sade Soke ones ~~ 436 FT R=71,00" INSTRUMENT USED: 5 SECOND TOTAL STATION. NET DENSITY PROPOSED 25 divided by 3.146 = 7.9 D.U./ACRE 8h 20 | =n ke wo |S | Fy FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE NET DENSITY ;ALLOWED (8 DWELLING ‘UNITS: PER. ACRE in | OF LOOPS WAS 1:22,000 IN ACCORDANCE WITH WAC 332-130-090. i te Pan Fe} OWNERS McTIGHE FAMILY PARTNERSHIP tf a | and 4.77 RENTON L.L.C. 1 6450 SOUTHCENTER BLVD., SUITE 106 1 | SEATTLE, WA 98188 : \ | (206) 244-0122 val REBAR 413° pA ; At \ | AND CAP. \ NO. i ASS | 3 LT —— |es¥e422 A \ EC NOS. ’ ‘| . —_ Nes a CI LAND SURVEYOR BAIMA & HOLMBERG INC. FS a ee . \ artes Sane Lon; 100 FRONT STREET SOUTH 7 = eS ee ee = Gs ISSAQUAH, WA 98027 INV=427.81 wat Sa SD . — (425) 392-0250 . N 0012°06" E 12" cMp_/- 7 JOB NO. 1517-006 ass. 12.00" eT ed (4a ® N.E. 4TH ST. wf Ae we 2642.62" _N88'21'09"W (MEAS.) Pa 3 CITY OF RENTON 2642.56' — N8B'21'09"W (MEAS.) 53 DEPARTMENT OF PUBLIC WORKS NOTE: SITE PLAN ALL LOTS ARE TO BE DETACHED SINGLE FAMILY RESIDENTIAL. DESIGNED 4/18/00 —————————_} DATE. FILE NO. 2 | REVISED PER CITY OF RENTON MSH | wWSH | 9/07/00 | pram ' 1 | REVISED PER CITY OF RENTON veF | CJA | 8/11/00 | cxpcxep_____i;sSALE Tm BOOK Pale No. REVISION BY | APPR DATE APPROVED er OF; PP-00-1/4 4/ 1 8 / 0 0 FI E L D B O O K : PA G E : 15 1 7 - 0 0 6 ‘S H E E T : DR A W I N G NO : cO : MS H 15 1 7 - 0 0 6 HO R I Z O N T A L CO N T R O L 4. 7 7 CO U R T PR E L I M I N A R Y PL A T OF PA P E R SP A C E : YE S 1" = 40 ° PL O T SC A L E : CI T Y OF RE N T O N PL O T DA T E : & % Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r VE R T I C A L : NA V O 19 8 8 HO R I Z O N T A L : NA D 18 8 3 / 1 9 9 1 ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y SU R V E Y E D : MS H WS H AP P R O V E D : CH E C K E D : DE S I G N E D : DR A W N : CJ A CJ A A P P R 9/ 1 9 / 0 0 8/ 1 1 / 0 0 DA T E XR E F : JE F JE F BY RE V I S I O N RE V I S E D PE R CI T Y OF RE N T O N RE V I S E D PE R CI T Y OF RE N T O N 15 1 7 - 0 0 6 2 NO . ——— SCALE 1” = 40° WETLAND FLAG, TYP. 6’ CYCLONE O+45.44 word 4 HIGH WIRE pe EP ian 4 “eT ee a 54" — Cc 4 | 77:84" p7 7784" — 5 —©) “p~9 | P —wD-2 |]. I \ . — uJ Py, ea l 1 w J | lyg’e TRACT A Ws | To} g 10.31 iS ¥ yo | ; & _ ; a F SENSITIVE | | L=23.18" 4 = x AREA TRACT | R=15.00 2 = -WD—3 N--88°52’56" W 1.0’ SIDEWALK ~ Pe poss EASEMENT p= ; f 78S 4 ae re 20.5'116.5 | i 59 6g w Ie 1 2 4 8 9 wo-4 7} | SIDEWALK |i a vy |® 1 EASEMENT] ” 7 |_._L=23.go’ a R=15,00' Ww , Py 131.56 62.59" _ 2; 0 a N 88'52’56" woe ROAD B® w | ag s . 33.80 15° ~ 68.96" aa ss | oss EB ‘in| 2a bd R=15.00' 13 | 8 | P Z a | . I I | oO N ~89°47°55°W | 1.0 SOEWALE . | 3 | r~~835:29°——- | EASEMENT. | | _ 'N-88°52'56? —w! N-88°52°56”-W | 15 ; r~~86:3F——4 r~-83:73'--4 rr Se - ~ 4 i og | a =| ! re) io | \ io i i ee 7 a ! a sprees I re -89°47°53" -W ito) 1 I 13 ‘3 R 3 | I is ! ! Ww = - ~-83.29'-~, i ; a ah ! ! ; uu N-88°52'56" —w! N-88°52°56"-W Lu pS Qo i a K SESS a wo 7 ~83.73'~- => = | log iS) 2! ' < ° 6 | of io or ee 1 4 ! Soig | MW | Bei 5 | 8 oO 54 res BS ~89°47°53"—W ot 1 Bo | [erent oars oO : z i 1 o | ! io a us a r-—83.29'~—5 ae | © |: ; ! 7 i) . N788°52'56"-w’ N-88°52'56"-W re ~ io $I 5 a ~-86,33'-— oes y be) z|e f! EASEMENT 0.5" SIDEWALK 7 i See J 5 3 oli i oo EASEMENT to \ i > Ps) . | 10 | 8 © 6 7 Rk = — N-89°47°53"-W 3 1 8 r--83.29°-—4 21 ka i) | | ; Pe 4, 86.32 L-—g373-—4 io |! | ig laa 50.03’ 60.01’ x |! | ox 80.01" N 88°52'56” W | i x 0 Tee 7 —_—_ 7 re 7 m4 no | | 2 ha] | 1) a | ot ve 49 N-89°47'°53"—W Fi 9 i 4 | ® is P : -83.29--5 2" a le 7 1 3 a 8 ge 7 1 a mee : 1 x 2|* ! o ; | i co) I St 19 |. ! E|| [Ease 3 fi L=86.05 Lo | __R=15.00'! or asoc ter afbo~~---~-_]-_ __ R=¥71.00' OS" SIDEWALK | AC yen a — INE WY SN [ EASEMENT BSBL, TYP. a rn N_89°47'53”_W ebu cali eee A = 28.84" i. Bi eaccoes™ | [ Re 7a 88'52'56” _W | | 20 5 | | x 272’ 50. hE Fi N adraq's3"—We- HOUSES 00}-C | Lig 49° = te LB 88S P OWE LIN =71. 00"! 5° SIDEWA Leal "REC. ane Kh Ve ot 5) SOCAL a1. /_ ! Py oe cx Pe | | a 23 +8 24 FOUND REBAR » | 1 els BI? AND CAP o| ; 8 THE L —— LS $6422 | Ht 3 a ee J 2) pc qocacdt y +------+ tJyoelwe Er wemoel B5.27 ft 7 A TO BE DEDICATED Fc 50.02 50.02" —_-— RIGHT—OF—WAY +4 mn 90.03 = 12” CMP. 210,254 | 30.067 NY 001206" E 12” CMP j © 12.00’ \nes TH INV=429.05 42.0' 2642.62' _N88°21'09"W (MEAS.) | 2642.56" N88°21'09"W (MEAS.) 20° FUTURE 35’ R/W R/W | 0.5’ 0.5’ | 5! J 28' 12’ A 5 | a ro ee ~.OT ~~ u 4” CLASS B ASPHALT 6” CRUSHED ROCK JERICHO AVE N.E. & ROAD C HORZ. 1” = 20° VERT. 1” = 2’ , 2 R/W 21 R/W ‘5 enct ent | f / || SIDEWALK | 0.5" 0.5' | EASEMENT 16 16 ty 5, | || 5’ CONCRETE WALK » CONCRETE CURB 4” CLASS B ASPHALT & GUTTER 6” CRUSHED ROCK 20.5’ Fun ROAD A HORZ. 1” = 20° VERT. 1” = 2’ 16.5' R/W BASE ent 5' SIDEWALK we 4” CLASS B ASPHALT 6” CRUSHED ROCK 16 —_ ROAD B HORZ. 1” = 20° VERT. 1° = 2’ [expires 11/30/00 _| FI L E N A M E : PP-00-//4 CD : MS H 15 1 7 - 0 0 6 JO B NO : ST A : PA P E R SP A C E : YE S 1" = 40 ° PL O T SC A L E : PL O T DA T E : XR E F : 15 1 7 - 0 0 6 FI L E N A M E : 4/ 1 8 / 0 0 FI E L D B O O K : PA G E : 15 1 7 - 0 0 6 ‘S H E E T : DR A W I N G NO : PR E L I M I N A R Y PL A T OF 4. 7 7 CO U R T TO P O G R A P H I C MA P % & CI T Y OF = RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 ‘S C A L E : 40 ’ Hl ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y SU R V E Y E D : DE S I G N E D : DR A W N : MS H WS H CH E C K E D : AP P R O V E D : AP P R DA T E BY RE V I S I O N NO . WETLAND FLAG, TYP. N88°21'09"W (MEAS.) ' WwD—1 6 CYCLONE 4 HIGH WIRE FENCE \ ee WD-10 FENCE : N_88'20'54” w_- -2\ ee Ao 35 ! 7 7 = —_ ’ z is a a a mt 7 a mt ea & t ! : | \ a ‘Tos as _ wr? ! . as ee sof 7 \ \ / \ tk ) aowNN F ‘ , \ 2 See \ / | ! \ Pea a) 7 Z ! \ . wo i oder \ { t t \ \ | y wor3 | t \ \ 7 i \\ \ \. oe i \ 5 SS ‘ : o | \ ! % ¥ \ \ } ! | N x N ei ; . ; l \ . \ aR S5 sie ! yd \ : % 2d oe se \ = ‘ ss / \ | = \ ~~ Wupy)ooo00O : * se wo-7-Apo NL wo-4.,/ \ “Se, 2 ‘| — »~. \ Sig Ze SQ eee we wos \ . a : k. WD-5 sAL —— Ye -----~L Ls es Sig, c NL WD-6 xo ay Whe. —— ’ a %, = . eS fi Pare ‘S S \ -s d te i ot \ ~~ > 3 | \ \ \ \ oO ‘ YN x \ \ \ 4 \ \ \ y > . XN VoL A N \ \ 5 = voy \ LF \ ‘ h 4 I N Nei \ \ \ b \ v s \ 2 1 \ \ \ # \ \ i \ \ \ # \ \ \ \ . . N \ re? te se: ’ \ " N \ 1 ho 58 555 2 ; oy, S 2D we ; n Pa / i \ N ye a ‘ \ ‘ ‘ / q WK ; . ‘ \ ¥ XN i & . : \ ’ \ NK a / bal ~~ 444-L--7 N a < ‘“ \ \ Vy \ / \ BY ' f N \ / \ \ XQ 7 \ & SS ueoc “yu \ i oe oN a , Nt © a - \A = \ ve “7 \y cea e- en ----- feet Wo N at i , 4 < ee 7 co iS iy eee 442-~—~___ a { N — = 3] 2 Nees i \ ~--------~----}-----______ |__| ~u-i__ \ TTT / \ rN » as \ o ‘ ' Bot % / \ ; 5 an ‘\ c f \ ney ‘oO NC \ Ya 1 ts yy \ Sg ‘ ae Fé vA Tee) \ %, / * © \ \ % . \ | \ je , \ i an \ i ) / \ H ae \ ‘ i - \ ; uJ \ \ Se | bans rey 52 lee i ‘ , , ‘ ny 33 oe a i ‘ i : v he 7? iad le) iy oN ph é A uu } £ ’ © S \ | 7 { po --- He a “Ry ae “SS \ a 8 Ly el wae! v / aan See” a I a # ‘ _ ~ 1 z oo ‘ a 1 oo > [o) i ue irae . ’ fo) poe \ aa eoot a Z \ \ / 1 See acne Zz 4 \ \ / ‘ t ’ “ ‘ = ; Ne \ \ / ! 1 i ‘ : / / \ 1 _/ \ i os J } \ \ / : ; : ae, / \ l / / ! © ! \ ! / a \ ! ! “i ‘ \ H Z / \ ! H e \ Z Y 1 | i t 443 ' / “ \ + . \ J 7 7 Voy 7 # , , 1 xa ; [eae oo ie ae “ e ! r 4 Sot = a “ ! | / OU = 54 iG 4464 _ a uv if i | ~~ U 7 AY ! I he ll ¢ a ! i elt 4 { i [ ~4. 1 t 44—f te “ a \ ! | Y 4 |ue-ns — i J —s grag fo ! a Narre a en eee @ | ie ~sS 4, a or nn % a5 rg |----ffh ee 1 - \ ——— BPN Ke ! | riienc:<san Peed % \ I oo ee “7 436~F d, (A l Dl I . ( A | —-434-f-, \ i 1 ! ‘ 1 ! N HOUSE i 1 roey ! é we py iB ( . “ge a7 AH \ | tO ' \ \ \ SS ! \ \ a 9 H . \ Very he \ ' \ \ N ' \ \ % \ Pp \ \ ui \ \ ' é ' , od FOUND REBAR ‘ Of Engg ger Tae nm NOV! . ND CAP \ ss ie —ESy6422 fo KL iO! a Ls - in _ __ \ " \ Re net ee eres \ re [Spmtrerameraneneng H Pd = = < 0.03 => my iy ~o 12” CME ee FL Man 2S | \.--30.06" INV=427.81 Pa v . <3 i N 001206" E i ae 12" CMP . ae =428. INV=429.05 © 2 42.00 N oO ohne . _ ” Mat aan 2642.62 N88°21’09"w (MEAS.) ae ’ 2642.56’ i sc 6 St] Tatoo at _SE/t2an st S “1 4 8 T H av SE SE SETH VICINITY MAP 0 10 20 40 SCALE 1° = 40 LEGEND ea8 MAPLE TREE vs CEDAR TREE C COTTONWOOD TREE x ALDER TREE i & HOLLY TREE Re APPLE. TREE 9 DECIDUOUS TREE EA water meter ‘ FIRE HYDRANT fo) POWER POLE =D sna. Poe © SEWER MANHOLE 0D CATCH BASIN LEGAL DESCRIPTION THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, EXCEPT THE EAST 90 FEET OF THE WEST 120 FEET OF THE SOUTH 160 FEET THEREOF, LESS THE COUNTY ROAD. BASIS OF BEARING HELD N88°21'09"W ON THE SOUTH LINE OF THE SOUTHEAST QUARTER, SECTION 10, TOWNSHIP 23 NORTH, RANG E 5 EAST PER KING COUNTY CONTROL SURVEY BREAKDOWN. BENCHMARK COR. #2119 BRASS DISK IN ROAD AT INTERSECTION OF S.E 128TH STREET AND 142ND AVENUE S.E. ELEV=129.972 METERS 426.416 FEET DATUM NAVD 88 INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000 IN ACCORDANCE WITH WAC 332-130-090. [ExPIREs 11/30/00 ] ExtH mIT PP-00-7/4 SITE PLAN OF 4.77 COURT WETLAND FLAG, TYP. 6’ CYCLONE 0+45.44 wo 4° HIGH WIRE FENCE \0+00 N 88'20°54” w ee a FENCE p PA ae 0,54’ ! Z T —_— — —- SH LY 10.31 4 BUFFER SENSITIVE \ L=2318 iS | AREA TRACT | R=15.98.] ape Fic = 1.0° SIWEWALKI -TOR: : #— |= EASEMENT. , st 6m St Fa509 59 §o-7 r: obo” EA at Be oa i BUILDING SETBACKS - or . FRONT YARD = 20’ le anh ie cdhamss Ol = e i ————— i REAR YARD = 20 3 Suen | asm sr ¥ SIDE YARD =5 2 CORNER SIDE YARD = 15 g TOTAL PARCEL AREA 204,094 sq.ft. 4.685 acres - PROPOSED NO. OF LOTS 25 _ . Bee ae Le PROPOSED ZONING R-8 56 55 ee ats br Veol! PROPOSED SQUARE FOOTAGES \ © vila R=16.00" “a LOT 1 4,701 sq.ft. 444 |---| h-89°47'53"—-W . LOT 2 5,110 sq.ft. carat Pes LOT 3 4,977 sq.ft. pen Ba ee j LOT 4 4,500 sq.ft. mat | Soest 9 10 20 50 LOT 5 4,500 sq.ft. es es 3 | i 8 ~~-86.37'--5 es S z LOT 6 4,500 sq.ft. a AL 4 15 3 op SCALE, 1" = 50 : i LOT 7 5,544 sq.ft. + er nF jo fag 442 ---- co Bat z _ LOT 8 4,662 sq.ft. “Lo q \ : 5 = | & \ woORN VICINITY MAP LOT 9 5,420 sq.ft. = a eee -89°47°53" -W wo 12 ~-h--4 4 Lg LOT 10 4,640 sq.ft. ee = eae Sy , | | LOT 11 4,641 sq.ft. ae S ha mpneaeecia } A! he LOT 12 4,641 sq.ft. we]! bo SN88'52'56" Ww 1_N=88°52'56"-W R LOT 13 5,133 sq.ft. 4 see 16 6:CUt eB. 35——— tw --83:78—— 5 = LEGAL DESCRIPTION LOT 14 4,599 sq.ft. \ We |p ot 4 aey [al | P| ror te Geap eae wh ry 5 A : THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST LOT 17 4.500 oa 73 Kooy ts -89°47°53"—W Be ' ! mpc NN 5 QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP Lor 1a £500) BUTE. oe PS Sb : AS ; WAS A ‘ ii 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING COUNTY, tot 19 Biom: cor 1 w] 1 gr7785:28-—5 wos, I fe ON \ _ WASHINGTON, EXCEPT THE EAST 90 FEET OF THE WEST 120 FEET Lot 20 5443 sqft =a eee © /N788°52'56"=W N“88'52*582 = OF THE SOUTH 160 FEET THEREOF, LESS THE COUNTY ROAD. ‘ ee I ry So 0.5’ SIDEWALK to Py te ¢ --~-86:33)-~ nage 5 ro) LOT 21 6,329 sq.ft. | zc | EASEMENT OJ"[ -~ as SOEWALE ai r--B8S.7F-—- = LOT 22 4,863 sq.it. 1 St WZ ay 7 ASEM | ro 3 BASIS OF REARING LOT 23 4,795 sq.ft. Mt vod ee (0 eS eee ea z LOT 24 4,805 sq.ft. se Ts Miesiapsse 5 ee --6 HELD N88°21°09"W ON THE SOUTH LINE OF THE SOUTHEAST LOT 25 5,698 sq.ft. = 2 4 1 QUARTER, SECTION 10, TOWNSHIP 23 NORTH, RANG E 5 EAST PER ! r~~ 85,28 ==4 1 KING COUNTY CONTROL SURVEY BREAKDOWN. I ! | TRACT A 19,773 sq.ft. ” \ i BENCHMARK TRACT B 3,177 sq.ft. 4. 8 fF a ee a COR. 2119 50 aad |e cael BRASS DISK IN ROAD AT INTERSECTION OF S.E 128TH STREET AND 49-4464 N-89°47'53" —W 142ND AVENUE S.E. Fn =85.29" ELEV=129.972 METERS oo | 426.416 FEET DATUM DENSITY CALCULATION 56:05 oer aat / ae NAVD 88 SITE_AREA 204,094 sq.ft. are 8 ei ROADWAY AREA 58,187 sqft , NW 894753" W INSTRUMENTATION SENSITIVE AREAS 8,866 sq.ft. (Wwerlawit” ) 92.24" - 137,041 sq.ft. 3.146 acres —_L=28. BK, NET SITE AREA sq acre L ' INSTRUMENT USED: 5 SECOND TOTAL STATION. NET DENSITY PROPOSED 25 divided by 3.146 = 7.9 D.U./ACRE fe) | S pep AGRE A FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE NET DENSITY ALLOWED 8 DWELLING UNITS PER ACRE | ¢ OF LOOPS WAS 1:22,000 IN ACCORDANCE WITH WAC 332-130-090. | I S ARGS" ‘HOUSES. 4 8 =39,3'—| 6 OWNERS McTIGHE FAMILY PARTNERSHIP | 4 _TEASEMENT \ and 4.77 RENTON L.L.C. Pw poe i 6450 SOUTHCENTER BLVD., SUITE 106 . Pv! 1 ky aio SEATTLE, WA 98188 BYR — 5 (206) 244-0122 round REBAR * 6 \! 0’ POWER UNE = | | AND CAP EASEMENT |! S — S | seas PSs LAND SURVEYOR BAIMA & HOLMBERG INC. 2 a ee ao eal a 100 FRONT STREET SOUTH E= ee a ee Se ISSAQUAH, WA 98027 50,06" e427 a Geek ey : a (425) 392-0250 N 001206" £ 12 ae ss wee Yl JOB NO. 1517-006 Oa" 12.00" N.E. 4TH ST =428.05 LT 420! avd =. 6" mas 2642'62" _'N8B'21'09"W (MEAS.) ee 5 CITY OF RENTON 2642.56 NB8'21'09"W (MEAS.) + DEPARTMENT OF PUBLIC WORKS Oo — ——4] NOTE: SITE PLAN ALL LOTS ARE TO BE DETACHED SINGLE FAMILY RESIDENTIAL. DESIGNED! pare 4/18/00 FILE No. 2 | REVISED PER CITY OF RENTON MSH | wsH [ 9/07/00 — | pram 1 REVISED PER CITY OF RENTON JEF | CJA | 8/11/00 cHecxep___ SCALE FIED BOOK PAGE NO. REVISION BY APPR. DATE APPROVED. ee SHEET, OF. PP-00-/Y —y ee XN = SJ S& S g| rs a » qa . 2 .~ ne & zl o) => = rr ] iv a ly ra s ) a; SS Ls w no a> 8 z wW P< ro o ) in e e lu + Ww Ww 2 i rr z uw wy a iw = a fo ) —— a Se e tl BE 4» ¢ 6S ee » w 8 g = g 2 z uy « & &§ &F § gg F 8 EE ve £ 6 oz _ 2 2 in g = o ° < = < a = c a 77 ) nn oS yp 2 Ba o Ws — = wi = iN Fa eT 94 8 = ti i fa c a ra e A = Ca fe ) is ) ae o n s oO } — QR w r ti t eS Oo } Se e , as t i a o \ £L - 9 1 9 3 .Z I E 1 0 0 N i — : O— $e vl UU T SC 7 ; ee pe is ge s Pe a2 . 4. fl ea wy LZ ve WO E a: A r ‘ I 25 HT ws “M e se | or & ! ba Fr a ] | . we So u l ] AR S re so ep - ly ! Ll NG if of t oe ee ne va n | g mo ] fl , it a | FE ai > Le ee | Se e ne e ee | J & eo ) i Ss e s % | OF T a iz 1 ga t bs ee l a 2 1 rn pe a (H o m = a2 pe wg 5 eT \ ia ; fo e ) me fl im ) i, I a4 BN cd — J. a 22 Ha ZA W S S . | = | IG \ . ne a ie ee e ao e 0 7 L- ~ — - ~ - - - - - ~ ~ 4 AZ L dy ! < \ ee i fl iy “i if ! t ui ! =z id a rf i | 4 ! = ; ¢ \ | oe , 85 || Hi | | ra e 2) . | | | a wo f <f 1 RE S PO ! N id pa m i] & Le 5 ke >< g | ot } | | = id y te i tt e ! Q O Ec ~ CO | ri i if | Z j } ° ao n ei t ! iy if Si t e s i ca g ! N q{ 2< hs Lo e oe | lp e e r e i g t t e e ta r e ! a 4 i an h co Wd ui © Hi P a e Zs re s Pd ; [s a“ Me Ye I gq ] 2 ‘ US A I N Sa f iq u 5 pb z Oo < g q x) » es f i T = 47 S % ak &_ Se PW V a Ar e 2 = | nw Fe eT = Tg et dl a ee Ne LA T eS EL he s cf at . ‘ J es T = = é a N co “i t o ee e OW OM G . al e v— _ / SE S 3 5 De We | + 1 T 1 y = ~ mS Sa a a. —® L— SE Z E N ri : ; eS . ed a = — fo Od d y pe a | EE | NI AF = EA fh ae a ae 5 ae =a ag ) ee | a 1 ij a i® i, f + F ¢ im | aN ie s j ss a HS | Sh s fi | Ed rh ee re ia n or ++ | | pa t 7| (i an oF 4 i | A Re bs Pi te = Ne z S i we |) } (o ) (E a Se e m ; 7 / | | ao n n s ! / Sy | N | {s r oM N | ‘ | ott rE 4 V1 yt 2 ks a | — % {A | f 30 v d S ‘O 3 Y ee fo w y , , -- - 3 La . HL M so | | q LO V Y L 4 Py HS | o ‘ el bes | OF | S | SI Z b y * en 27 7 S Be noo n . @ | 2 | @ Zt | 3 £0 2 . 0 0 N* s r rt e ag e | Lo Lo d ff =| L zO } s l On , ae s | < i | ra r 28 S : = ! @ ; I | ge e : s : A 7 8 if 6 15 ! 2 | . 3 (] wo | 2 ir a eh | wi h a! ! TI 2 \ o |i al . i = |i 8 ob ” oe ; in s hl 5) iy oe ny ! “s i x Il i we | i 3! | it t = { | in | <j ‘ i tl | 1 i | 1 1 fl ! | i to o l | ! re y | f } ee ne d i ie os < “ i |i i en ee | i i | in ! | | ii t | | t ! i | \ if ) i} | I | 6 8. . : 10 HS Jo p S I U I U p P y “F g uD W u e W W I T Bb e s 9 so o u i o o o y wo s aa Ud d v | 3. l v d Ag NO I S I A S Y ON 90 0 - Z 1 S 1 NW i d ON I N V S T O GN Y 1 / 9 N I L L N O FE M I "y d e q Sy o m oN G N g / b u l p l i n g / b u l u u d | d so s Ti n s Jv ap o i o | Vo fo o / t i / e | sa r NO L N S Y JO AL I Ya d OS S I a u I HO N ] 3N O HS W wa e |_ Y 9 _ _ f o o / s i / e } 43 ° NO L N A Y 3O AL I O Y3 d G3 S I A Z Y Zz 20 N _ S N I M V E C . ae NO L N d a ™ ae LE N O LL y ¥ HO AL I O GE E R | sa y e n o n o u e m o | OF = ul aa 89 6 1 GA Y N =T V O L L U 3 A 00 / 8 1 / % 4O IW d AY V N I A M S Y d = =2 1 V 0 = SO B A S A M N S +d 3 U X 90 0 - Z 1 S ) ‘a W V W N S T HS W a9 90 0 - 2 1 1 ‘O N So r WL S S3 A "B O V d S Ya d v d Or = Jb FA W O S Lo d Ta l w d LO N d CD : MS H 15 1 7 - 0 0 6 JO B NO : ST A : PA P E R SP A C E : YE S 1" = 40 PL O T SC A L E : PL O T DA T E : XR E F ; 15 1 7 - 0 0 6 FI L E N A M E : oO oO oS 8 Eo gor hE ek I fee” [s = oO. LL =z O oO e & oO OL. p- __ a » LO LO Zz S Oo =e a © Lo + > Oe fad OL Fe Ww Zz O O 32 As HZ, ge Co BE =z iE ot ‘Bul Ep] go — Ne OM 36 SE ae Se a us 33 33 EB . 53 = | gidee i wl tog a|@5 s neg ps al is ee le (eI S 12 18 |2 a |8 [2 1s [& we oO Qa <f Ww << a > ao Zz [o) a) ra a 3 Zz 6’ CYCLONE FENCE \0+00 0+45.44 ns WD—-10 WETLAND FLAG, TYP. WO>I 4’ HIGH WIRE FENCE ro n s ro r \ £S \ CT BS . RE C . SP A C E *~ \ \ TR A 7 I AREA TRACT ! \ N_88°20'54" w__- Z / ra a ie a“ “0 ya / toc i |i i i © Ae ae | a i i 7 ALY Ps \ r—! | | aK an J / J \ nt WD) 2 i{' \ I 1 \ { 7 \ f 1 ié TRACT\AL 4 \ \ | t e “a BUFFER i 4 .5’ SIDEWALK _ fu SENSITIVE \ | q/ PEASEMEN' 1 \ \ = = oc a te a 16 . 5 ° 1 1 6 . 5 ' 16 ot " -- 7 62 8 . 7 7 N 00 1 2 ’ 0 7 ” " E i > 11 a a ed i Pn, 1s Z \ "| 1% 7 \ |’ Lo r y -— 7 4 ~5* SIDEWALK _| EASEMENT Neer |__5'/SIDEWALK 2 EASEMENT \ a- \ \ N = N N tt JE R I C H O AV E N. E . J A A N 00 7 3 1 2 ” E NX = ee _, — ~ tA ae x) Ca aN N NS om . a a —_ (o ) ’ Pe “1 a a ] ae a | a ! oe 20 | ase I a “I _ lind Li L_ o REPLACE EXISTING 12” SD Foun N — KS Sal Se = — eaten Kit = = S005 SSF Mee Sa _ LS PAIS N iWezee 7 N 0012'66” E fo r 12” CMP 12” CMP INV=428.53 INV=429.05 3200 ONE. 4TH 2642.62" N88'21'09"W (MEAS.) “aN 2642.56" N88'21'09"W (MEAS.) ios * St eH st | T6007 st | 126TH (D U A L Ay “a 4 a E ary 2| Bg § 18 st | = iz Wr ] ter ia | 2 ra! Dy - Avars 2n0 SCALE 1” = 40’ N 1. 2. ea8 MAPLE TREE a CEDAR TREE Re APPLE TREE é } DECIDUOUS TREE EA water wetter Q FIRE HYDRANT 3) POWER POLE =O souat. pote © sewer manos O CATCH BASIN VICINITY MAP PROPOSED CONSTRUCTION DATES ARE BETWEEN JUNE 2001 AND SEPTEMBER 2001. START/STOP TIMES FOR CONSTRUCTION WORK WILL CONFORM TO CITY OF RENTON CODES. PROPOSED HAULING/TRANSPORTATION ROUTES WILL BE FROM N.E. SUNSET BLVD. EROSION CONTROL MEASURES AND DUST CONTROL WILL BE PROVIDED PER CITY OF RENTON STANDARDS. THESE MEASURES. WILL INCLUDE, BUT NOT NECESSARILY LIMITED TO, ROCKED CONSTRUCTION ENTRY PADS, SILT FENCING, WATERING AND TEMPORARY SETTLING [expires 11/30/00 __| PP. 00-114 CD : MS H 15 1 7 - 0 0 6 JO B NO : PA P E R SP A C E : YE S ST A : 1° = 40 ’ PL O T SC A L E : PL O T DA T E : XR E F : 15 1 7 - 0 0 6 FI L E N A M E : DA T E : 4/ 1 8 / 0 0 FI E L O B O O K : PA G E : DR A W I N G NO : 15 1 7 - 0 0 6 PR E L I M I N A R Y PL A T OF 4. 7 7 CO U R T TR E E CU T T I N G / L A N D CL E A R I N G PL A N CI T Y OF g &% RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r 4 VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 SC A L E : 40 ° ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y SU R V E Y E D : DE S I G N E D : WS H AP P R O V E D : CH E C K E D : CJ A AP P R 8/ 1 1 / 0 0 DA T E JE E BY RE V I S E D PE R CI T Y OF RE N T O N RE V I S E D PE R CI T Y OF RE N T O N RE V I S I O N No . 6’ CYCLONE 0+45.44 w= 4° HIGH WIRE FENCE \0+00 4+1588t20'54” w ome 7 ace re: APROX. LOCATION EX. WATER MAIN ai 350,54 te) ol" | po------ ~©I! +] 7 | ( | g 7 a wove, | ! 7 2 z | aR » TRACT Ae 7i<\ * se . - | oy |/ SENSITIVE a ° | + AREA TRACT \=4 | oe | se WwO-3 t---__ J Ais 1.0’ SIDEWALK 'T ——}- - EASEMENT oa) 4 1 ma 58 eee | 58 5G 60 |! ! kK w | 2 | o WO-4 / | SIDEWALK | Py) y | EASEMENT | o tf 4 ! : | SAVE W-5 0 a [make . y ea "ts Pa a Bee ania? r 2 “euges4— js re) = "7 ro = - fR2+23.04ROAD BY & 1 aR a is i \ ) L Ke at te gt ey set gfe SA dfs 14° = Pare eps ! Po Pe on 36 a5 ' FE r as ‘ i} 20° " | |) de is | 3 I i ? 1 1.0 spews + l EASEMENT | a Loi al — i ~ oe I peesfeeratins —__I| a Se | 3) I Duro i7-~-f-------+~+-+ an peas ! : ' : J 8 oO ad e aa n wa t mf WETLAND FLAG, TYP. ox y ot FOUND REBAR AND CAP = LS#6422 TO BE DEDICATED RIGHT—OF — REPLACE ieee “EXISTING 42”-SD AY — {+ ———-f--- HOUSE -POWEF¥.LIN REC. NO. 8804110410 21 EASEMENT ee | 14 0+00 5+16.21 PROPOSED WATER MAIN, TYP. [~~ -TO BE DESIGNED BY OTHERS 61 6 . 7 3 N 00 7 3 1 2 ” E & |8707141025 | | | t i | —y--4 | q.5° SIDE | EASEMENT Oo . Aw ) 2642.56’ N88°21'09"W (MEAS.) © G e B® O RS SCALE 1” = 40° FIR TREE MAPLE TREE CEDAR TREE COTTONWOOD TREE ALDER TREE HOLLY TREE APPLE TREE DECIDUOUS TREE FAL water METER Q FIRE HYDRANT fo) POWER POLE —— ( » SIGNAL POLE NOTE ALL TREES ON THE SITE WILL BE REMOVED, EXCEPT AS NOTED TO SAVE. [Expires 11/30/00 PR-00- 1/4 | a gs te s BS | B8 6 rr r = A z 1 a SB z 8 x o “A N BA Y _O H O I M S R 1Z ° 9 1 4 + 8 “W I S + < Sl a6 bb y 8 IN T .@ , GV O 00 + 0 WL S Or r + g a 3 . ™S . | 3 g6 i c r r :3 0 A g B6 ° S r b s og + 0 :S O A g vE n Y 5. n 5 2 ot g 48 Lo < + 2 $= 90 vN Z 3 B E g < I ae aR ri e s - . 62 Ch e 2 ae <s [ t Ss Sc r + 52 0 Hi d vy 2 e£ z s f | = a zo si e s c r i y =a an t i ST ' S r y “B O A T / aa OS + L ‘S O A R ao e n [a a ] t* 69 ' 1 S P = A T T 3 | 09 ' 1 S + °- ‘ nl Q. 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OV O N 00 7 0 “V I S "I N : On e w z z = BE “I ' N BA V OH O I M S ? ZZ O 9 + L [V L S OS ' B S r “S O A C => _} — — os ' a c e } g i N . ie , 4 v le y So le y lo OS + L :S O A B —_ © St y q ow { i om fo f wo 2 fo s i rO e B o e bo } al e e i 7 S o i, wc Il | A % co ' L Z e r ro ) ‘ . i 4 ah <b - g aa 7 SB l y y "B 0 A 8 i Ps 8 ; SB Le y = fa ~ 4 = aa a d zz l u e ~ © OS + + ‘S O A g \ ] ea e OF x e wo f Pa s | at e == x= We g S t+ f Be = > es " > nn E Z e . . ee c e r e fe e d . ya r u e w a er y c e m e t . ea t e r s oh + PM al e © = | is o c e ‘3 g h e [p m o de e e e Ba n g + J | : LO b y Wo w ee _— — — . 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Gv O u 00 + 0 tv i S “I N I 82 6 8 | $z + 0 :S O A G a — “T N JA V OH O IZ 9 1 + S “V I S - VO R ow Di r e = sv e | 8 >W o O r g n § os be OB E Y o 9S h y + ge l u © , 2 50 fe } Ps = t S1 8 6 Oy - Ww w m c > n 2 rt L l be a t s S —— 7 — q ] 2s 5 = > fe t —- + O —- + 9 O <8 ef a s | SI B S y “3 O A 3 we e Re nz Q =z = Sa a t ok a wd sé GL + 0 *S O A Z “T h VW ¢ n= 2 a o= > Os > Lx Or e “s z “i e B : | +O ' r b y eo . a == + OP P | o Es ) 6E ' 8 C r q o v OV P 4 nN ) 9 © a wn P : g 4 Oo So ' o b y 8 2 ; ye y + © 6B ' B S Y l. + ~ iv y B -) oo dG et ) lu ° Fe s F8 s a Ow Ow - oe oc os e Se e . EE S a wi . ~ . “m e e | , ae s Ba ‘i £9 tr y = \ ve ar e e y Q a ; =- To r y f } Sl y 4 3 oO : nN 4 Ww + + 85 > y tl a ee mh = wn ot e = so t 3 we s Be z O wi e os we s o= ne . on d e — nm 7s Et e ZB lb y 8 8 “E e e ‘ oO ™ we g = — F os To b y is me z ‘e n e ‘ ” = ol y \ aa iS a ‘- uu 2) ; 7 9 & ca ) be B o S ° B \Z ' l p y “B 0 A 3 IZ bb b . 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Se , © => "3 SE Z __ gb ' e e y s a g T a co r o c e y 8 ‘c e p : | . 1S Hi p “T N IN O M A I N E D SO C r t ve Cr y *3 B D A Z iv =— — bo ' C r y ‘I N | “3 ' N BA V OH O I M S P OO + 0 “W L S 2 2 8 s ° oe s Sh a cr y = : + S S El O9 ' e r r = A T a ‘S B OV O ’ v6 EC + 2 WI S ag "I N | W, GV O 88 ° 2 9 + S “V I S iS 6 S :q u n o u d d y | Ud d V | SL V d Ag NO I S I A S Y “O N = a JO P D I A S I U I W I P Y “3 g uD W s e w W I Z Bb a u 9 RO Ge ne h 90 0 - Z L I S 1 JW 4 0 N d dv o w *y d e q Sy x 1 0 M AI 9 N g / B u l p y i n g /b u l u u d | d wo s Ti n IV “a y a a | Wo oo / t i / a l da r NO L N S Y JO AL I O Ya d Ga S I A Z y L “o N _o n m v a a _ HO N SN O HS W ag [_ W r O _ l o o / e l / e | sa r NO L N S Y JO AL I O Ya d GS S I A S Y Z sm d NO L N A Y m™ MO O s o T a ! * = _ ?0 3 N D I S 3 0 LY N O O D LL ’ vy AH O AL I D Ga v ae ay sa n e Ov = .l 00 / 8 1 /+ 4O LW 1 d AY V N I N I T S Yd 0s se g u e HS H :0 0 g0 0 - Z 1 S t :O N So r WL S S3 4 BO v d S Ya d v d Ov = t Fo s Lo d FB L V 0 LO l d *d a u X 90 0 - Z I S L ‘a W V N S I fo) Oia <4 8 fe “iL bale “ NE — { tt 3 Zz wo 5 “i re Ek Bee fe i x 8 | 7 WETLAND FLAG, TYP. | 2 6’ CYCLONE 0+45.44 wD 4 HIGH WIRE t Qo (6) ' | : FENCE \O+ +00 — 330,54 | is 5 Besse Teas pases ens nao maf Rh AGRE WATER MAG ih | | Hf | 8 Zz 4 ! a | qe =< p © I} om 8 <t i wor-2 | Jj 1 an — Z : Ou f- ~Y va ~ K€ us » “4 os ‘W) { KS O 2 SENSITIVE \ i oy! \ ‘ \ 7 tg =< . AREA TRACT (| ts |i ME Zz = lg : ( : <= = Us & ; CBg 8, TYPE | =f “st 1.0" SIDEWALK 2 | ‘\e" ROOF aoe ‘| RIM=445.61 aM Oe —_— EASEMENT. Ala Le | | @ 0.60% MIN., TYP. INV=441.50 g oy 2 — as B27 Y” 1-420°5'116 \ wan rn 58 au e pen 4 | “Ss 4 wW @ A. a7 oF wa WO-4\ 7 Soe | oa jy]. L% ls EASEMENT a - pada: -~"CBg 19,-TYRE-——— Ff CBH 22, 1p 8s oe 4 g Rg at \ RIM=443.40 _! WD—-5 INV=A39,50 a | & — = uch 3 INV=439.50 -----~~__7% sy & wn ra wy, sate SD’ @ 1.59% a — o 10 20 40 * -— aah" / 212" 8D @ 4.28% 39 57.142" sp 6 SCALE 1” = 40' = ~ Ponte % =) arian lal me ian 8 NO “ i Ri a be] Si 449/951" SD g 458 SO cBY 18, TYPE | ae al > — ‘ ~~ — RIM=443.40—7 e A anette ghd TE 2 he INV=439.00,7 Xa > y y ae a \/\AN - “J CB# 21, TYPE ys é 5 8s nT 8 a 14 {14 ; \ RINE 442.85~ |, CAR Be | PROPOSED WATER 2 em Z, oe oy 20 7 \ ‘| \ INV=439.00 \. 5 & MASE TYP. g oO wis ‘ CB¢ 20, TYPE Il Nee 4 a \ "TO BE DESIOHED a of q 7” RIM=443.00 VE 7 ; \. = = _/’ INV=438.50 0 ~~ . 13 / 3 i epg SXCOIIERS ea Qo. > aia | | aan ho’ SIDEWALK _| . 7 PEI Za Bui CB# 16, TYPE |_| “| N@t -K ia EASEMENT / il aoe ene y a ee RIMS Azle 1 EB ena Aya MBL | inv=439-00 LEGEND OM 3s 1s UP SS AY — | cy =442. *) | ! zy : 0 on re 2 airs nies pel | \ 15 E MoT invo43e.50 Pa : PP ZK SH mmm me eee a4 ‘ y a —--]--442--_ eat } “ 5 3 e B == ——| 09 : SO al 42 A“ i is LL tor MAPLE. TREE * SE eee ee ee renner en On che : T2--- 4 | = =~ N R F; fy ie oT. ‘ / * CEDAR TREE s a Tre] “ah N 9 ° a s e a iS ; : SS \ é tu ue COTTONWOOD TREE ag Lo ° : 3 Se 7 > t © \ e hey < o \ \ 1 4 A \ \ 16 an 1 ge \ t Me ALDER TREE 5 — — \ \ jo eee \ \ i } . 33 wf . EUS ; 11 WN 5 oO EB rs me So " ee ne \ : j / ‘ r . 33 Ot “ Pe co) T y - -q-- ony / < \ Ww 32 | N i If ator of & / N \ 2 APPLE TREE 5s | =a et Zone) |e ae a a Oe SNe” [a = Fis Sf Y---~ 08" sibewark EI YD fT e: PA oe ETS 2 . 5 - Th . ee £2) ocoovous TREE — — 2 EASEMENT Tf H1_0.5° SIDEWALK _ eT LU 5 \ H| W2G92” BAT EASEMENT page || & bo) 3 EX] waver Merve ' an aD i BS% ald pg, ja Had $05 =zCB¥ 6, TYPE | Oo 58 rs orn. : a> F 10 / ated 6 ~ ee |e ~§ 11 RIM=441.36 Q FIRE HYDRANT + Fa 42% eS eis | teers eee —I/ KU INV=436.50 4 : RAE NC 15, TYPE | / an alee | q INV=437.50 ‘ 21338 = eT RIM=440.53 i r ain © oven rote | iZ aA INV=437.00 Z A ris fl . Fe ety " i. 7 ° a 7 / 7 iy = ) SIONAL POLE ~ ~ = ww om 4 2 : , c \ Buel / ¥ 3 ) © SEWER MANHOLE | —_— : r / fy ‘ “ / | 1D CATCH BASIN AR in yf y \ ap g i + y 35° 8 a ol4 SO a Weg te Ry | \ — hi _ j r Ao <] ar / \-- Hee! a Ee y “hoo od We fle 9 i 8 7 - er ae : 4 . - s E CB# 12, TYPE}I / a aa —— » i ara ol : Rik 439.08 / oa Ae * a> 4 : INV=435.50 |/---\_____| CBE 410, TYPE | sre g 2 lz |e - _+--~--]9-~~ Ne é ; - RIM=437.74 ra § 18 |e JE |& mong ~442-}---<« Se | Be t 7 Few} INV=434.00 | _—- Nat ime lee bee eel ag 4 “A aA _0.5° SIDEWALK me ap = | pens ae esto ~nf--- ee | Figen eee Se ’ \ fr ¥ EASEMENT pat ro es é StS] ao @ 3. senna roe Goreme pa *X Ag a t s a { Oo] a et _ _ Z Sh Se Bd \ — Trt ly I ? ——s 7] == 243g = = THN 7 t i 1! a CBF 13, TYPE WH <_ THY YF 305 ~1a" so 1/ | | ser, f sb {D_LOCKING LID TRS —f Pl eer " ! | sts] 2 __ _ a aS RIM=438+ Hi ONO x } | cig] A ! INV=435.50 \ SNIP 7” — 1c 1 | 5 o[o / \ \ OS —— oy Op: & \ J VISES er aah } ae ec) CB# 5, TYPE Il i i / / RELOCATE 434-|-, =, AVE 7*S an de FT ee ee ans TREE 7 }H—1_-RIM=437.70 i } EXISTING 1 \ / GAT se:12 Bo ~ lope ai, Teel, | cay ol TYPE a ey | INV=433.00 UTILITIES, i; HOSE =< | —@ h.sax|—-< RIM= 439.05 — Shae Bf ‘ AS NEEDED ; GE \ IN¥=435.00 V=435.5 ‘S rat t Ig’ POWER a K 0.5’ SIDEWA : . ats ran nB\ ~RBASEMED a ccacret NL "EASEMENT ! So) us "se REC. NO. 43g——|_ EAst | SORE Se \ I sete ara to { I aes 21 23 24 Le \ hp a nee | Foun REBAR ante cena im BAFFLE sag es \_RIM=436.00 CCESS iss S| A \ INV=432.00 __ ee ea50 L RIM=436.50 = — LI ashe" sp 290" LONGx23° WIDE DETENTION/WATER RUALITY AULT Fal . a iK— $s = 3 7S zz 4 OFO n = ———e EIE, = —— Z| 2 PS TSU e ster et eerste —— ET OP ATE rete 4 Fe i a pe EF ET See orb eR ATEL = —— a) Lo) rr . : 2°96" E 12" TI ~ 2" CMP rs uy : : sist Pe RE a eto EXISTING 42°-SB— /————— rey \_ Bea5 So Any “a INV=448.53 INV=429.05 cle —_— 75'~12" SD @ 1.01% 8 ~ ah: E. JATH pT me ap Cn re ane ae 5]5 Eo nti IN ST. ae a a i a 4 te i iia “T= 88'2109"W-(MEAS-—— a = a es Se EXPIRES 11/30/00 | ole \ cag 1, TYPE | 364 I i fe RIM=432.90(VERIFY) cpg 2, 208 N88"21'09"W (MEAS. ) \ s49'~12" sp CBF 3, TYPE I aa INV=428.00 RIM=434,30(VERIFY) enak RIM=435.75( VERIFY) 8 alo INV=431.30 INV=432.75 ° weie ; b a | 3 af-| q Py D0-//Y CD : MS H 15 1 7 - 0 0 6 JO B NO : ST A : PA P E R SP A C E : YE S PL O T SC A L E : 1” = 40 ° PL O T DA T E : XR E F : 15 1 7 - 0 0 6 FI L E N A M E : 4/ 1 8 / 0 0 FI E L D B O O K : PA G E : DR A W I N G NO : 15 1 7 — 0 0 6 OF : 9 2 ‘S H E E T : PR E L I M I N A R Y PL A T OF 4. 7 7 CO U R T HO R I Z O N T A L CO N T R O L CI T Y OF % &% RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r VE R T I C A L : NA V D 19 8 8 . HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 SC A L E : 7 = ay ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y SU R V E Y E D : DE S I G N E D : MS H CH E C K E D : DR A W N : WS H AP P R O V E D : CJ A CJ A AP P R 9/ 1 9 / 0 0 8/ 1 1 / 0 0 DA T E JE F JE F BY RE V I S E D PE R CI T Y OF RE N T O N RE V I S E D PE R CI T Y OF RE N T O N RE V I S I O N NO . ° 10 20 40 SCALE 1” = 40° WETLAND FLAG, TYP. 6’ CYCLONE 0+ 45.44 Wo~t 4 HIGH WIRE FENCE \0+00 N 88°20'54” w mee | FENCE ool ea 4 330,54 . / | ; (-77:84-—5 —8) /w0-9- | y/ -WD—2 | KR | = + — Lu KR I 9] _ : wos TRACT A Wo | 1 3: 8 10.31 iS _ 1 an) 5 wy A BUFFER SENSITIVE L=23.18' — 5 x AREA TRACT | R=15.00 iS} = F-WD-3 N--88°52'56" W 1.0' SIDEWALK = _— EASEMENT a || i aii 58 59 an 208/168), I cou Ie 2 | 98 Re wo~4 ,]'2 | sipewak | i 3 < y ® | EASEMENT | Nn oa l - 4 “ L___L=23.§0" R=15,00" w 131.56’. 62.59’ Pe ep. % ee N 88°52’56" wo © ROAD B bel oO : ne bs 71.15' Ty) : 2 (=23,80 68.96 \ 597 58 s5 2 R=15(00" 77777 4 po----- Lee oS. S I} } R=15.00 _ 5 \ ee Ce ee 3 pea pei et atic ae i{ q 89°47 SW y 1.0" SIDEWALK ° 3 e r= ~83:29—— EASEMENT | 1 _ 3 _ N-88°52’56" -w! N-88'52'56"-W _ bel bal ~-~-86.37~- — : _ pt | 9 4 r--83:73!-— ee Ln os ee Fae ee Ig ! | api | a 2 | ee fg i a wi ee an nes) pec ms | 4 | Bot qg | Ww x 89°47'°S3" -W oO | ns) | 1 = N 7 | | \ “ oC ~~ 8529" ~5 | i S| ul N-88°52'56"-w! N-88°52'56"-W wu R *9 oe) : ~-86:35'-- os : = cf 6 | FB I fo [Mp oBSAS <x |)® ey | a nN QO |. | | a! | ie i rig ie | 11 | of = | Ly ro os “soaps SQ [3 | i owe 1 5 | Gt O — 343 BhoOK 89°47'S3"—W i} i Bo | ; ree Ona oS : Zz oc 1 | Past \ I w a i lu = r~~83:29'——- > O ||: S } 0.5’ SIDEWALK} NW66'52'56" “Ww sa cc 5 z|o "EASEMENT Of _ [os SIDEWALC —_ ‘aa LU 5 x [| [a EASEMENT | 8 ' Oo | ' to ! 1 ip 2 i ot md 10 ® 6 POR 2 — N-89°47°53"-W a | 1 8 1 : po 98.2g——4 ar | 20 PEG, 86.32" L--g3-73/--4 9 |! 48 | ig bases 50.03" 60.01 ¢ |! Ig 60.01 N 88°52'56” W Perr ee bpm. ee | peel , . es @ | ut dul 1 32 54 0 2 tes i 25252 yh eS! ryt in i ig 89°47°53" s | AI! N.! | & P=-Shao 4 iy yh SiH i eo ! i 2 I -L=45,09' 5 8 PLR eS _ of | i) R=29.00' Q|% a] | 8S]! 4g | Ll | L=23.80'y S TI L=36.05' Nasal Gear | f| 1 Ra15.00'! S = 56. == ae uk Cereatt inat S ~----- ~~~ bee I R=71 00’ oo 0.5" SIDEWA ere eee Pet ee eee =f —pe — — — Beno] [ EASEMENT BSBL, TYP. mo) team 31.47" 00" : eee, CONT NS ca N_89°47'53"_W a t sn aoelt 74--92.24——— , F - ___ L=28.84 “ —_— i rf R=71.00" N_88°52'56"_W lle) 8 |i 20 . wy 4 is cca N 7 27.38" 2712’ 01 z neta uf — rouse wee” é bes bey ig Bg Oer OWE. LINE NT reri.007 |g 5° SIDEWALK fy 46 a & TREC. NOs) A a : 4.) 4 EASEMENT S i] 18804110410 | oa Mosel < y _! 5 . I I Fy | 25 @ 3 o NN s | )2T Be ele 23 pl8 24 | FOUND REBAR an eee ts 6 S °? 2 AND CAP ou ; S| cod I LS¥6422 a ry] za ‘ a a: 4 z a) Cerner _| tg fe) 2D mrcmerer arreneed , Pm ee = u TO BE DEDICATED —~Pes88.27 | 30.02" 50.02" — RIGHT—OF—WAY ae Bl 5 900s Fp = = 5 \ wie 210.254 | : 350.06 N 0012'08” E a 9 12” CMP i © xs 12.00’ 28.53 INV=429,.05 42.0 B oo NE. 4TH 2642.62°_N88°21'09"W (MEAS.) | 2642.56’ — N8B"21'09"W (MEAS.) 20’ FUTURE ; 35° R/W R/W | 0.5 0.5’ 5 / 28° 12° i | | | rm ~.. 4 Bag 7 >>=4 il u 4” CLASS B ASPHALT 6” CRUSHED ROCK JERICHO AVE N.E. & ROAD C HORZ. 1” = 20’ VERT. 1" = 2’ By 21’ R/W 21 _ EASEMENT Fr SIDEWALK 0.5 EASEMENT 4” CLASS B ASPHALT 6” CRUSHED ROCK 5° CONCRETE WALK CONCRETE CURB & GUTTER ROAD A HORZ. 1” = 20’ VERT. 1” = 20.5" Eis 16.5° R/W 2 0.5" 16° SASEMENAT 5’ SIDEWALK we 4” CLASS B ASPHALT 6” CRUSHED ROCK ROAD B HORZ. 1” = 20’ VERT. 1” = ? 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JO B NO : PA P E R SP A C E : YE S = ST A : 1" = 40 ’ PL O T SC A L E : PL O T DA T E : XR E F : 15 1 7 - 0 0 6 FI L E N A M E : 4/ 1 8 / 0 0 15 1 7 - 0 0 6 DR A W I N G NO : PR E L I M I N A R Y PL A T OF 4. 7 7 CO U R T TO P O G R A P H I C MA P CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r ma l l VE R T I C A L : NA V D 19 8 8 ” 1 ‘S C A L E : HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 d 40 ’ / of = ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y ‘S U R V E Y E D : DE S I G N E D : DR A W N : MS H WS H CH E C K E D : AP P R [P r o n DA T E BY RE V I S I O N NO . 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ND CAP: SA 1546422. \ ~-L — le L ol 9070; z 72” CMP 50.06" \ wear - \ue CMP N 0012'06” E +2200" seo" Soo Pall INV=428.53 N.E. 4TH ST, 2642.62 12” CMP INV=429.05 N88°21'09"w (MEAS.) 2642.56’ N88°21'09"W (MEAS.) i ifs * a SE st 1060 3t 14 Ta509 SETH $ ra 2| tara} UE Q 3 _SE/I24TH ST S ot “1 4 8 T H Av SE VICINITY MAP o 10 «20 40 SCALE 1” = 40° LEGEND GO CATCH BASIN LEGAL DESCRIPTION THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, EXCEPT THE EAST 90 FEET OF THE WEST 120 FEET OF THE SOUTH 160 FEET THEREOF, LESS THE COUNTY ROAD. BASIS OF BEARING HELD N88'21’09"W ON THE SOUTH LINE OF THE SOUTHEAST QUARTER, SECTION 10, TOWNSHIP 23 NORTH, RANG E 5 EAST PER KING COUNTY CONTROL SURVEY BREAKDOWN. BENCHMARK COR. #2119 BRASS DISK IN ROAD AT INTERSECTION OF S.E 128TH STREET AND 142ND AVENUE S.E. ELEV=129.972 METERS 426.416 FEET DATUM NAVD 88 INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000 IN ACCORDANCE WITH WAC 332-130-090. [EXPIRES _ 11/30/00 | Pu PP 0O-11Y * [= ] S$ S e Q a QL n aL & = a \% ) i> ) qu a » . 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NO L N G Y —_ HS W nw v e a wr o d 10 0 / 6 1 / 6 Ja r NO L N 3 Y JO AL I O Y3 d GS S I A S Y 4 | 33 0 v d ™ HO R T LY N O D LL 97 AO KL I O e tC B N O I S 3 O 7 ov = yt v 46 6 1 / 0 8 6 1 GW N TW I N O Z I N O K « “ 00 / e l / + 40 IW 1 d AY V N I N I T a Y d Ma ot na si s Sa i s i e | 24 B U X 90 0 - 2 1 5 1 * 3 A V N F T HS W +0 9 90 0 - Z I S L ‘O N go r WL S SB A BO V d S Y3 d ¥ d Oy = .b DW O S 10 1 d "B l v d LO T d Oo Ota Q 8 |e : 2 ig smi : oT Ba @k R fe ap B x wo ee . FS H ce) WETLAND FLAG, TYP. ! : 3 6’ CYCLONE 0+45.44 ’ WO=1 4’ HIGH WIRE : , 2 “20'R A” WD-10 FENCE 3 FENCE \0+00 N 88°20'54” w , 3 - ee ee: ee 330,54 5 Lu. alin Galatians cee HATER Meat ~The : we \ yt t \ fej = 3 o ‘ if | f F, ! ° Se s mS \ eo! | } \ r : | g < \~ ewol2 |]\ i | ° Oe oO. | . \ | 1 4 Ss \ \ = " \ / a oT R A G T A | \ \ \ 1 Pia \ + rea O x SENSITIVE \ | 1 oy} \ cor te =< ae an AREA TRACT { | | i \ Vadis ZO 2 or ii ys s aaa CBY 8, TYPE | a oS 2 t ~ 1 Sé <t 1.0’ SIDEWALK ! } ‘\g" ROOF DRAINS 4 7 RIM=445.61 aN (Oe — EASEMEN L. | i © 0.50% MIN., TYP. a INV=441.50 é Lp OO 58 59 6O- P \ a] NN elt Lu , wht O1\ a woz} Ne Z v | ~2 ; g g hom Se) Pb N00 NNecwo-6 wo- 4 Spe | aa rath — L¢ s EASEMEN r Ry | ° ae ~~ ~CBE J9,-FYPE-I-—— > CBH 22, a a AA “a ; alt. RIM=44: ey | " gr ; RIM=443.40 WD-5 Sia 50 r & —_— —_ a oo re) INV=439.50 -————~ sep a ; i ge ‘ o 10 20 10 | Hye \ ane $0 150% 7 —— |- - a * nak S / 124" $D © aa so.s'si2" sp_ 2 c SCALE 1" = 40’ : ‘S nm _f hai cima calahiias a a al ~ \ R y nN i's) 1 a d \ 139'212" $0, 2045 OS ay . _—- RIM=443.40-—7 7A oR aE EER a : - ih INV=439.09 \ «y a8 4 —R CB# 21, TYPE yy, \ 5 8s ; 63 ne 14 ; RIM=442.85—" 1 \. x | PROPOSED WATER 5 Ce, 5 50 56 Bo pm 4 \ INV=439.00 \ % Man, TY. OS £ : oo fe a Hh 43 | Le aoe a ) \ RIM=443. 5 x ) = BY OTHERS Ee = ve “— INV=438.50 “hy % I 3 - . — — «~~ 444 pe : nO" SIDEWALK |, ©. . = 7, TYPE | Paz 2 CBY 16, TREN -<J]-| tg = BASEMENT / APES Rie aaa.40 4a pa RIM=442.14—27 fy i a RT invease.co LEGEND — @ Ss INV=438.00 PA BS ENN CBE 47, TYPE I | \ re O 2 G 1 5 q s ee RIM=442.14 f fH y SK FIR TREE F co CS eran \ F ‘Yo F] inv=43e.50 ct f | ZilN ef ---- H+ TTT AR-~---=- ‘ f —-|--442-— eoT ; s BE @ JJ \ = S gee TR ae i 3 Lu Ca uate mee . NE ns ee cere ee on Fay 12--- a 4 } his oS \ NS io \ / pe CEDAR TREE get ls \ / he . sf om Sod iS) » 2 ra) “s g o AN . “ NS ( / 2 ar ~ COTTONWOOD TREE ad ‘ we Ss S 5 v 7 eS PL . \ : ~. : \ (3) : ¥ . © ye < \ ‘ 16 — F ' aeoTy \ H e < " FARE (DER TREE 3 = iS | “7 \ \ ' als S | h 2S a » he ~ EP) | wey NTE Be 11 \ Xs 5 B 1) & HOLLY TREE 9 rors — g \ 4 33 52 3 64 BL Se LL Ey . yo ¢ \ Leff : Fr ue 4 i q E 7 ye NS a _ \ G). 5 Re ome TREE r ~-tf: = re - raed \ N Bs S| | ee TE te at SNe ty = 3 ‘s) \p--- 708" SIDEWALK LTA AL a 1. Ohi» (2 ocomes met j — —_ | EASEMENT “He 410.5% SIDEWALK ad. ELL ra) ' 2 Vel sds-B2" BAT EASEMENT IS ELS FE] warer werer |. ' Le te BI% al yb rot o ng CB¥ 6, TYPE | | . ns cB¥g14, yrs | T cis 10 } NLL 6 | : Fe | 26 F eG SOQ Fe wopant | a Ba 77 RIM=440, a Ar f a |e INV=437.50 + z a25 POSS a an eee iNvessoeG 5 5 ee hi CB¥ 15, TYPE | / yn Hs. \ eae 21538 one . ; [[ Riv=440.83 / r, ea © owen rote i y 7 | A INV=437.00 ! | 2 oe || lB a eS ¢ “AW PT Dun o <u co. = #4 va - =o . \ 1 f J i 4 y i \ J y | ‘J bd I ¥ 3 } © SEWER MANHOLE / —_ yf 18 / v ipoy ; f / | “44 ra fy \ / \ 0 CATCH BASIN 8 N | # a We y ‘\ 5’ ae a * : / r ‘ L i \ © Bo} “ ve 7 i ta eats 554 ou £O 7446 U Y led ~-r- i Mee 4 men ! | 3 s N if! 9 i “ISS 8 = soc y is / a ’ L : a" an eas CBg 12, TPE]! 8 7 Lo He fy? alo — ® “Haat a| ha OG ee RIM=439.05 | / a spe s | l= la % ale F INV=435.50 |/--~\___ | CB#10, TYPE | “Waa 5 g |. |e [8 . -~.--]Q-~~. mi ee : eee To RIM=437.74 2 2 42 (2 |é |2 —_— — ~442-f-—— ~.. OYS ‘ y Fee INv=434.00 f Te fNe | eee ee qr ~V : 0.5" SIDEWALK _-fO EB Sp PRS ee — oe cnn ene * NY [ EASEMENT eee my ies 15 a b = Omg on = ma ia *N ~ ‘ 9 aes | # ad pf earocas | eary eeerememnememeter pene he ah <P ; Sopot a _ a _ 2 _ . 7 ~ A & . ~“ — ot ce weer) seneeeci # i | | < es eee cy ; Sosa sat I | sts + Fepun' 13, TYPE ~~ TING — £ 21.64%... I 30.512" re, i: hi | LOCKING LID 5 he Pech temo ereremcercrenn aan i SI —_ yi =~ 430. I Sho cha #302 PROS PREY elegy dian u | : rjol < _ ‘> a hacen | i ej] Ss 20 435.50 ' Nay theese pal trace Ss | e iri a} 0 Gi =. 8-1-9 = g / / \ 4 VISE : | cBg 5, TYPE I x _ Aie\ 7ST eee | bel a / rerocaress+|-, AB) Vee on ees / EXISTING I \ 7 TN 3612 BoS eee ane CBE 9. ™ 3 i UTILITIES, I ) HOUSE S18 1.39%1- INveaseoe | RIM=437: ss ae AS NEEDED ; 7G PONE Lae ” DRAINAGE VIN Ve H 5 Ae & = ae .e ia \ 7 ROME, EASEMENT x 0.5’ SIDEWA aN mu 1 15 46 ay a BO No ieaad C/NOS. \~433—_|_ EASEMENT “Nea | | ™ CONTROL| STRUCTURE 4 Se04irgsio 04 os, an 1 aa . Baa | TS) ( t heres a 23 | 24 He | | tearee’ * 10’ GRATED = =436.00 : -~-BAFELE-~j_ ~ ACKESS e \ INV=432.00 \ ~ RIM=436.50 = =RIM= 436-50 a Sad ~ 290" CONGx23° \ i oa x22 WID DETENTION/WATER QUALITY AULT S\ A ate Vie L/ ; | g = Perron wares PUMA) Aga. | \ SS A IN | | zlz] Oo eas 1 Nilo 2 Fs 4a, — 5 | SIS] wH =i hs — T ah / , FIFE = 7" = Se s 7a x — ala) ci SE st SOR ATE pe ee Ye fa we sents apenas a . a : Bs Ge / "12" -CMP - iene Fabeatond by AREA LOCATIO CF. Ft MATER bay ! : ne = INV=429,05 << , 712: 0" a ce ee a ARO VW | E E N. E. /ATH ST. ee en --- elo = F=N88'21-09"W (MEAS: nn os ee es | [expires 11/30/00 ‘| OS WM ERS: mmm mf ofa CB# 1, TYPE | ” ala RIM=432.90( VERIFY) cBg 2, 08 N88'21'09"W (MEAS.) \ asmaer so Fis We ala INV=428.00 RIM=434,30(VERIFY) © 0.97% epee 8 a Fe INV=431.30 NV=432. fo} yu 1 aeTe Ag 8 3 a[-] 2 3 PP- (0-1/4 a ~ ‘ . Si g iS a fo } Oo Oo ag i t B6 r r r = A I SB S 8 ES o S “O N BA Y OH O E P 1Z " 9 1 + 8 “V I S < + Sl e e p e r 8 . 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Mo w Or Z o> 09 ' % S P 8 fi — }— — _ _ _ _ _ ] ] S Sh e r r 30 8 L 7 y/ SL or y o S o nj 69 S & — Ce v y 2 2 Rs 5 aS + z ‘S O A g Jo g ub e SI S ) a wt pw t o : we Eg g Eo s Be we rH a oO 2 . > S a Ze G2 5 wa e Pw o = we ye =Z n g ¢ o P= ) ot o o ° io r } pi LO ' S r e 8 zi 8 / St y zt en fo ) bs ) J 2 io ) be ¥ = S VA ‘B s L9 ' S r h SO A R ee S+ 2 ‘S A B Y o Lt r F > 2 >) 3 if 3 Zy ' l S y “Z A R ‘ Zy ' 1 S y 8 O0 + r :S O A J 5 69 ° 1 S P = A T 1 A ri s y + | i 2, GV O Y br ' S e + 0 “V I S IN : .G , GV O N $2 Cl t y “W I S O' L b > = A T 1 A FI N I 2 bD y a d o N a eo r t e t c i n a t o l r a no b SE N T R A on s e t s as e c ra n t N b a r o n t a d Em “F N BA Y OH O M S P bZ ° B S + 9 ‘V I S i fa a ae = aR - o r p LL v P i 38 oe s ov e mo s or e [= ] = I LU o b e 8 9° 0 S P ES 5 eS S _ Si s Ob ' S b b B $ Bu x a SL e y + 06 'B S r = A I T A + ¥2 O O Sl os : e c y 8 re "S N SA V _ O H O W S ? 22 09 4 1 Vi s e ER S Sl r y Bs br “I N T .V , Gv O w 00 4 0 VI S ; we e < i wi l ae r r y = A R a 5 pr a c y ‘3 O A S «| BE Z — 8 Gv O N 00 7 0 TW L S “I N | Ri b _o = : "Z N 3A V OH O ? IZ 9 1 + S “V I S we TS B . | Ba s a SO R E Bi x ; ; oo gm s = i 2 SL i v v y «| 8 l o r e R r § w/ e iy 9S r r é oe t n © . ri b s 60 ° 8 S h = HH < > ' ) o he a 6 Or y eE r n 4 Y a ° +— oo Zz _ u w g ~ tO S6 2 —- + O —- + O Ko } ag a z SV B E y :A 0 A R jw RG nt == 5G mi d Ss SL + 0 :S O A a Fo e Fe e q Sr Z ‘| S 2 2 0 3S | 1 | vO ' b e r y at e er S a <P : Or y | m 9 6E " B o h iS ee o vO v y 4 9 e ) Fe & a“ Se ' S b b 8 2 ; vb r P + © 6B ' 8 r y Ss ~ ‘ iv y B -j _ lo oo l & ° Fa g i E8 8 a dp e ) om hy - ea n e n n a n m n e n s G l Wi t si n e ai t = wi Se l l se l ‘o E > Aa d or Z ) , of Z z a 2 i . ct r __ | | Be ' 6 S y 5 i ws da Sl y a © Hy at e 4 yl =m : —— y a | =o o Pi c . = of oo r OW SE Z On t = ae ie e le s ° er rR oe ot — [3 OS ZB bb b 8 p> ap a eS = ; a Co r y Bs Na S 28 ° 6 S ¢ a J F _— ol b e y i : ‘/ 3 GI s © lo ] e a f Le ' k y p “B O A R LZ " bb y 4 ; - ® é r i= , OS + Z ‘S O N A y Sl y y N : LE OF a cS : fi le << * i 2 T ° Ep s | Ep s H o8 a Sr | Sd O: : Q wt rr -— 7 S9 8 ‘e s wi i | ai d er e S2 8 9 3 me s | he s Ok e op ! Si a ‘© BL O r r g PE S | Or e es y <> , Q ‘- Ol y y 4 r 7 | | x= 98 ° O b y gl u g f = mo r a y mp e o x os = < o Fa ° ‘ RS 06 ' 8 E h = A T 1 a ms _W . VO N 00 + 0 “V I S “I N I \ | BR “O N SA V OH S ? ZZ ' 0 9 + 1 [V L S as e c <O A 8 ba ee d ee o> -| R z e OS ' B S + a os + 1 :S O A B — |e vi e y se i | & s 4 ow n o ae = 6 5 rg ° 2 + on 2 fa ) CO G wy a n 'y f P e a g e F iy <t Pe s - ” 2 ZO L E b 5} > Gh < b ' a Z lb h + SB ' l y y SA O A B 2 Se l b y Be o H S L 8 a Bo ‘t os + + so n g = a = vi v e zz z ss s t : 88 fm uw ag a 9 on tO +O ze f +2 2 xi ol e s S3 8 wo so l e d ~N e d Ss ga z e on : an k i ma s = Og ae dl I ve l tl => => as m "a y e —_ __ iw e c r | S3 8 5 8 Sa = Se e g R L OP P ny (R 1 1 i | Le ' t e r is OS + 0 ‘s o O k e — — _ _ | <i ue s : et r y 4 Fi g " 8 fr ] wy n n aa x 2 BI ae Fe s ae 2 S le nN 15 . 0 5 ql & s/ s R3 2 =} ° se e OP So b = A T 1 3 oC Z = US Hi p "3 ° N SI N O M A L N E D £9 e y 8 vO Cr y “3 D A Z | 7 “L N I “3 ' N BA V OH O I N S ? OO + 0 ‘V L S 2 Q 2 S S' O S y ay wa l = i bo ' e r y ? 3 M7 iS OS + S :S a A g g} | Se r r IS oi 09 ' S + y = A F 1 3 iS G_ d v o w pe ee + e Vi s SN "I N | VW , GV O @8 ° 2 9 + S “W I S g 6 ¢ | : 24 0 WB N S Jo p O . Y S I U I U P Y “F i g UD W E W W I T B2 9 Ae n I n 0 0 0 " FW o s ca a n o u d d y | Ud d v ¥ | S1 V d AS NO I S I A S Y ON _ : HS M 90 0 - L I S L TW 4 0 N d Gg v o w ye q sy i o m oN q N d / b u i p y i n g /B u l u u d i d ee ta x o n [| WF O fo o / l i / e | sa r NO L N 3 Y JO AL I O Ya d Ga S I A S Y L Zo n ou i ro n an e HS W Wo fo 0 / 6 1 / e | sa r NO L N S Y JO AL O Ya d GS s i a y Z ee e NO L N A Y is = Se e LY N O O D LL Y AO AL I D " / Or = | tq a N D I S a G 16 6 1 / £ 8 6 1 OW N TW L N O Z I N O H t “ 00 / 8 1 / ¥ 40 IW i d AY V N I N I M S Y d ib a a - er a t e HS N :d 0 90 0 - Z 1 S L ‘O N So r WL S SH A 30 V d S ua d v d Or =. ) HW O S LO i d *A L v O LO d tS B U X 90 0 - Z 1 S ! ‘3 W V N I 1 1 | o lo) fop) © |. LQ 3 |s 00 | Sk BES yt Ei - 2 re) i ; E fae” = uw -~ a oO ; WETLAND FLAG, TYP. 6’ CYCLONE 0+45.44 Wot 4 HIGH WIRE FENCE \0+00 N 88°20'54” w . WO-10 | FENCE - — > 330.54 eee APROX. LO ; , : ——~-APROX. LOCATION EX. WATER MAIN i | 5 Le I | if _ SSMH# 5A ° © @ ii a STA. 6+55, 5'L g = a wo-2 | {\ ; RIM=446.85 z KE <t Z | | i INV OUT=438.85 i a __JI ¢ \ | \ \ ; 8 <q \ | 8 Q. | ' \ : \ 4 \ | ne Pa SENSITIVE \ 1 | \ | ae \ : ~5 AREA TRACT | Vwetes | ; FO -— el S QO & 1.0" SIDEWALK ‘ \ 2 —! EASEMENT. \ \ 2b 5 538 ae) BO-7 r; \ _ Fj _) a 59 60 - , a) an ie a | % 3 : # sn q 5 Ld < Rome g <oWD-6 WD—4* SIDEWALK ws Os aes Re a EASEMENT “shetty of €M, 'e UC TN Let renner rn = \ i a a o” a cee © : Ba | Uke ons . yy ~ | @ - w z x \. { a. = ~ ee |: pbb oN / ar aan ( (to) Sy A ui = S —_—s 4 \ 4 | z - _ i a Li \ \ $2 ~ 7 BN SSMH# 5 o 10 20 40 | a N = tN ROAD. B in N x STA. 5411.21, 5'L | N \ \ rm | | ‘ S \ \ oT RIM=444,80 SCALE 1" = 40° | . 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Z ~h RIM=438.60 S| 5] 0 Se C= em iH YY INV IN=430.76 yo] & = [| +; | (NV OUT=430.66 ~~) 456-f — tt SiS] w cal ! \ als] , ;20 S . SIS] a s r | ra o|o ~~ 434-1 \ ‘S I ! i Eg | \ a Lia] ' | taf tb ; 1, House = ; 1 rt ie] Yt A eae STA, 1483-46, 4'L = $ bes be iat ‘ ig Pras ye SENENT RIN=439.10 | 5° sipeW ° ae AS ry F wa N= 429.94 ne CEMENT ied te \ \ \ REC. MN eet 2 INV OUT-4469,84- EASt \ \ SBOE OFC a BOT! joe \ 21> i \. \ SSN 23 ' | u \ yD ts FOUND REBAR * \ a ae _ | AND CAP‘ i gis = 5 436~ i LS$6422 i __ | i [. -le \ i. _o ki | aR ——— tees / zlz| O° Sartrrtstrrr ss 3 SSG a ann Se oe = | COTO] w Gee gee fo ee = =F? USSR Pres ieee ae Se — Palapye | FlEL Ss : xn 12” CMP" SSE CHE 0X. LOCATION [OF EX, GIG) ep 12"-CMP a -WATER MAI wile ef OT ‘EXNSTNG 42-$0 SE st a 6-z Spares ee 12-06" EE INV=428,.53 INV=429.05 re WW A : goo NE. 4TH ST, eget _— a PSS SSS ==9 642-62:===NB Zag ele Bt21-O9"w -{MEAS:) a ae oe : O]o 2642.56’ N88°21'09”W (MEAS.) 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ES 52 oe 64 SLs i i s T i eg Bat r io) Ww 4. EROSION CONTROL MEASURES AND DUST CONTROL 89 \ ON - () B WILL BE PROVIDED PER CITY OF RENTON STANDARDS. = = 5" SIDEWALK) YT uf weer a nN THESE MEASURES WILL INCLUDE, BUT NOT NECESSARILY z fs) EASEMENT 7] - [5 SIDEWALK a LIMITED TO, ROCKED CONSTRUCTION ENTRY PADS, Es | Le EASEMENT pe SILT FENCING, WATERING AND TEMPORARY SETTLING 5 = y > 44 ENT 8 PONDS. 2 iidiateae y ae ca “ ‘ a \ \" am a 44g. N Zz \ af j > + — oT \ q / \ S 2 \ z a28 _/ ° a 2 “5 |! ol FO Wil dhs ¢ > | UI ¥ Ze. ql 4 ‘ } ; ! 8 wid 3 cy, | } LA © om #3 19 AN Wea |16.5) | / 10 eo 4 HK L- ! / { 3 “OA i 30" LEGEND 4 nn a oe “ I ! U 54 2 La 7446. ~ ~ ; H ! ote FIR TREE . ° 2 I | cae i i iS / I “ \ e q ooo I \/ | 9 fay MAPLE TREE “444 _ 4 { ~--L-L_[ 4 ) x] x f 20 I ee | f <5, ¥& CEDAR’ TREE F 21.21. at an eee Sai are FO 4 ” ay & & {2 g : eee aa “Eh 2 e \ COTTONWOOD TREE 5 8 fe Fe PE Fe pene ~ eat —ta,--4 ~~ 1 i ad es PEPE “0-3 i pee, \ 3 ’ ~ = oF Z ~ BL » SSS es 1 || ! 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