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HomeMy WebLinkAboutLUA74-759- Large Format Li bid Ue } —— oo _" ra ge < — a amt 8 | | a a Ld 3.2 Acres, Vacant, M-P Zone ' Slope, drainage, ¢ uPility easement p { ai A rop Line LY OTe ines oop Se a ae Oe eRe ee ee < Xx x X x x x x X Xx x \-— X i je aman eras = 360 ~ 8! Screenin Fence . aa rom “rp heel Stop | 5 | io a \ _. “CAspha it L | ——— nica eae — fi ~ ‘, Mea . = \ fj x Crushed Rock J \ oe ad : ae “Pea Gravel 7 — —\— ) ge to 8 Rock I | \ COD, 2 , | Crushed \ AS. (“Planting Area \ 4 & Wa A Chg nee ee whee . y? ‘ ————— ee rs oe ee \ Cae ote Berets Washed Rock x | ee T ) Rock | | fo is Asphaltic Concrete ee “”) Section A-A ae | Hor. Scale. , Vern Scale: y \ | urPlanting Areg | aan * Area of Parking Lot =. % 400 sq. fh Lurfacing WAREHOUSE 14 +00 sq. fT. pod oe A Ce eevee [o == Parking “11 | 10 spaces required HEY] yy, fe: eee endr~ 10 Spaces provided OA A) Ud" to BB" Rock | ni NA Lay he ke 2 | aa 3 a Ly | * at. i =! Ae ss Af Re uf) — — fea, — — WA : | A + V iL Fs . A rex \ N ; ed 2 om O FF] CE one z gee «tO if Washed Rock 1500 sq. ft as ar. acre al aaa =. Parkin Ss panes re quired an 10 spaces provided Section B-B C3 Eo! x Hor. Scale: 125 T Ver Scale: !'=! Ab i | } f“\ iArea | , | VV - fs - 6 | T 8 q } Nie ee / MAM] | | , 108. 120 / ww * t \ | iJ | | ae o Asphaiti ws jf -Plamting Area * iN) P Tic Concrete a . PACE NN . i ~~ 2 a _— L (ee ee eS Ae ete | | | _— 360-8 Screenin Fence Sa = poet som 4 {3 12 | }) | iO | ! x x x x x kK § ~ =a eo ae oe Hy spring pape oar aa eae eo / <a _ ! / f slope eae ee ee ee ~ ~ met es SE pa rr aa - 7 / ' i (6) — en | | yo. Ss Top of S70) / _ : —_— / <= 3G } _ - I } . ! / nal oe r\ ‘ | —™ Kz SO - Z yProp. Line | 3 LO a Ft + poof 19.4 Acres, Vacant, G Lone a 7 £60 ’ # f Bye Scale: 1 =20 2 10" 30 50’ om 20 40 Scale in Feet ye IEG CE) PLOT PLAN _ FOR SCARSELLA BROS. ING ly, DUFFY, LAWVER @ KUMPF INC | # se Engineers Land Surveyors a | Bll lst Ave Rm 405 Seattle 18104 -_ _ 7 MS he Mar 26,1974 B307F7 | <Te fixe) /fK Ea a fi ec{ilta “S\ MAR 25 19% » |} v 44,70 Ge Linon Pipe - 15.00 East of Corner wy ' 4 v 4 o£ t . @ ey —Proposed Toe on Line au ad { j i | I } j 4 > 5 - + + at | + ¥ 9! ye “ ron Pipe - Conner pi Nn tne nines eign “orp pee ner aegis. o 4 — a ———= , one | a ee : ~~ 30 —_ § 89 O7 50 F 644 a7 a er: 7 — ~ x —? ) prtee. eee... a ge tn ee sae eee . +303 : So Be oh : | | ae . Lene wot : | 7 | a) . bo d Bi q uo i p o v i f pu n o s 4° 3"Min Crushed Rock POND \ 4 a . 6 ‘ae: \ a a 7% a | Weare Weve [| | { [+ tN \ 6 gS \ \ \ a vs lo n fo n d + rs & (p a n o i d w i u n 4 qu o » po o y so y {G I \ > oe © R oO ee ee a fe a9 + ee ~ « }: “> See Drainage A So +) 9--—---— . ra | to East y i ee NOY" 07) 50) W... 888.4550. Pee ee nee ghe ee eis re of a ny parnace t t ~t e an ee l e e oO t w a es e en e Ml e “ A \ ron Pipe ee — +: . se i 50.00 f “I 25 F ~ South line Gov. Lot 7 Section 25, T23N,R4E W.M \ Vike a } ‘ ; op aL 141.9 » | ! (w o = 30 Ch | \ i { | | | a i { t ac , i s. oO “T S i o | r GQ . — » 2 ' | { | | { } 1 ' { as ) C9 | + ~ a _— = - eee —— hm arin dea seas 7 eee “ 4 7 ~ 7 ; F Pa if : j EXIsting G Tee nt - ahs & . 4 ome aa es «te . oe . | 3 @-! | . | Hor. Sco ~ or. cal e . 3h | Se Ch H a n n e } + <5 S [o ] Oo ee r i e > an 4 lh o | o 4 ° _ - - tS A jc | ]J < ae ) ly + + vi L eS > & 4 Sa , _ “p cw Pr o p o s e d hi i i ; | pa | { fel Existing Grade ete as , ey WP Llede Seu a? 36 : | SECTION B-B , , | cy Hor. Scale: {"= 40 om Puranasers? DEPSEL 14 73, Int. , | Ver, Scale: }" = 10’ . a ee: in Deeg ar: inei¢ Family destsense | SCALE: j" = 40! Revised, Mars de ae Lr Osa ples Corners Lh 2 WLtimare Yone: lel = Lich industial cr 31 - “usiness | pe GREEN RIVER FLOOD CONTROL. ZONE — Ly. Mis wilt not aPtest tie sore siacs:tiestiom , ee hie Wl PET | SKETCH OF RECLAMATION PLAN. = iets ana re FOR SCARSELLA BROTHERS, INC. 2 penn eo. LOT 7 SECTION 25, —. DUFFY. CAWVER. “KUMPF, ING. “ENGINEERS 1 4 : 205 LOWMAN Buiuonn, SEATTLE, WASH NGS Ce os Ss é ae ci | , : Se NS PE a se “BK 625, BG 44 oF a en — = ao Flow IO + Fildw seta me { ‘| — | oO | - | oO. Existing \ \ : oe a a : v | | +~ nen ite Fill ~ ww | | DX na ee \. \ | | t= | ~ b , ; i meen oe . - ws gentile nee . ses * ty tA tet one ee — = le” . = ‘\-South Line Sec. 25 ee Pond - re 2 - a — - _ SS om pe m e e r e e n e e es The oroperty BAO nine om tne nmorth as deen Ticse@ in a similiar . . . ‘ LEGEND 4 manner for bulidine rurpozes, : Existing Grade + Matimeted Waximum Hunc?f: "o east 4,3 efs, to wegt 3 at ess Existing Contour ; ; { Propesed Grade +227 \ * Eatimated. Potal Yardare: 78,000 «cy, Proposed Contour be 4, Pro O68 ¢ T , To or iso rf Shaote. 2. +t cc eecbeqecsces Area: 266,Q0002 <q. fr. | p p e of Slope Rise Ci Ady) INC. B50€ 600 Land Surveyors 05 Seattle | ut JA as R & KUMPE 1 4 Scale: TL: 26 Neg H, - €:Be yw, Me YFY, 81k lst Ave Rm March 11, 1°74 VICINITY MAR’: +. PORTION GOV, LOT 7, SECTION 25, Engineers DU 1 759-Wyf Ra l e y 46 0 il 3 > _ fame Sn a ae ae / f / —_—_— _- A ae i OO cain r eee aan s+ : 4 ts cite ne! est aes gener ues Ge ae Z 43 41 4 ab o u l v u g 1. Rn re ee ee - Limits Limits nt af / ET OW. weed Sia: Gare 2s Sse io ake ae tae City City — tet 2; Lone we “Renton ( 17 | —— | | | if 47 1/, + | i | | i- — - oN Ma se y to n so y b u r i a n g i oT a Spear ee ee - Sinai Tuikwila = ae —— 3 - - , | | | | Se ok m MI M SY cd : AL ! | op 8. MI A Ye PH S aN D | it . qe o. = st a g eI SR 18 1 - Sa t : | a _- MP a ad ab a Pu c e s + _- . - - — -¢ an oe | | \ we ol Q OW | ~\ a ne aN | c a | | \ \ e YO “ . L oO Q ’ | 1 | O\ _ “ a Ne a a ry ) ty ty - | ,; . On eo fo Co s ; Jy ; x \ ee e LY 4 a4 ou \ s , si e Se Sa l — ‘ — “ SO 44 2 eo ar ; pe e - AN SS a a f 2 o NN NE a ou - i ee ee é | \ ae ™~ ba is \ NN ~ d \ NN Se | P } \ ~ ~ | r | \ Ba e r | : be \- - - . a ~ oe ee — " I || The south 32°. S% rtion of Government lot 7, section M., in King County, Wasning- i Traction bight & Power right of way ee TS ae EXCEPT the east re ‘ co nortin, thereof for road &£ ty af mye F Fores ed Toe on Line te ox “Water Level 7 ({/70=70 + meet en he en ia oO ' : w , : -e Ay | a gg 5 BF OT 50 EL 6IF27 anne SS oe ihe ko Rees cdc wes qe eerese Mat ooh Baan «wate dle ca cw edew ye wee be teedee SHS te eee eee eee eer. s a it ee. SN Water Level Tl ee 34/9 : nt ny . eee eee a POND 7O te +34, 0. ". es chim, Se as pee — askance. etn bt emnemien gay enegge ters ne 2 ® — Tt ethan, ee sonnel i ae oo _— ne tert, ite pm te N 89° 07 50 W 888 45° | “SSS pu fh line “S s © \ \ \ 4 f ee | A) 73 6 Ad Uy “7 Oo ar | 9) fe) S B4 Nn x. le ‘ ; ° u * Onis: ns 3 Min Crushed Ro ER nyt , ix + 28.9 28,0 Ete — 12 ip. | a One = “ = 0 ¥ 4 ES. vt Pee GS ! t+ A ‘o Jos re} Ge ,o &' : - | ie +* mM c | | = | it % 13 | we rs ae U4 | Co : ad + S) : ey e 0 Ree oO. bl | O 1 O e e en o n ) = J a m M o d MO fa s . M i a pe e ar e n oc r A sc e n e n t e n e n e n e n t t n n e e C te a . rm VU ] ba <¢ — - " _ Yo 4 i g Bu 14 s ! 3 as - & ‘o ee L l - eee ~ Proposed Grade ~~ = = : Existing ‘Grade on: TT ete 40 20 0 40 SCALE IN LEGEND on Pond cpa, ae 8O a 120 Existing Grade + Existing Contour — Propesed Grade +227 Proposed Contour Proposed Top or Toe of Slope 7 Section 25, T23N,R4E WM oe) eee ~~ 941.96" — | r Propose | ; fr SECTION A-A , Hor. Scale: I"=40! Ver. Scale: fo a | | “Ip crate A \ a SECTION B-B Hor. Scale: { Ver. Scale: |’ ¢ Revised Feb. 28, 1974 Bk 638, Pg 56 K- (59-94. - GREEN RIVER FLOOD CONTROL ZONE SKETCH OF RECLAMATION PLAN. att FOR SCARSELLA BROTHERS, ING. Ceewee | PORTION GOV. LOT 7 SECTION 25, \ T 23N, R4E, WM 4} |DUFFY, LAWVER, § KUMPF, INC., ENGINEERS Syl , NS en 205 LOWMAN BUILDING, SEATTLE, WASHINGTON July 71970 Application Na. Permit No. — BK 625, PG 44 8309 . ae