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BIGHORN SUB RESUB OF LOT 20 LOT 3
. ~ _ . . ,.rte ~ -ഀ ._c_ഀ ;ഀ ,ഀ ~ _ ~ VI's' ~ Vi1::~~ s~i,'ഀ c'- ~ ~ !!(ice ?~t'i~ i E~ ~~/7~~ ( ~/:i 1.~ / _ഀ ~ J; ~ 'ma'r , < 'r , I f' IlQ, sue' . ~ .ഀ 9 f ~ t~'ഀ U / l C)I~ _ ~ഀ ~ / /ഀ ~ ~ ~ഀ fi, / ~ ~ `C ~ഀ t ~ഀ t ~ } ~ ~ഀ 4i ~ v *`Y , Tt9 r t~ഀ _ /`r i >°d ~ / f~rns`~: f \ r f r~r>, ~ ~vu' t f~ l O 1 sഀ ~ ~ r t r ) tഀ E[ ~ ~ ,ഀ ~ n7 ~ t , ~ % i ~ ~ ti ,ഀ _ഀ i t ~ i~.i, ~j'~~,A a~~,'" d"'~ ! r ;ഀ ~aഀ i ! 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(1~SCI'1~~E r _s ~ ~ R ~di~f'.l 011 1_a11.S C. c.~~t,, e~ crept nt~il ity coalnect.iru,~, a:°e entirel~ ~r.it.h:.n the } o~ ~ഀ ~ arcel; e,~c~}~~, ~ s;~r~w;7, i~hat;. them are n~~ er:~. _~.achmen ~ u~ഀ t ,~a7~ ~-he de~scr. gybed px€~~~ i ~ r,~~r. c~ z t~.~r.r ors ~.n~, a - n~ ~r:zr:cr e~ ~ 5 V 1ഀ exc,~~~~, as .tinc .,Ted, ar:~ i,~.~t . ~ zs nc ~ ~,~;:~rt: e:~,~ ~ I ' ,11111Ii~11~ r c ~~.c ~r ~~1~~11 1,/,ഀ . ~ ti PDO arty ta:a_ ~ ; bu~~~'~~>~, ~.A~; U R a~ ~ ......r t r -z, 4 ~ .~~,__.t . ~,Q~~w~~ഀ ~~.V.• r ~ ~ഀ r _ . - ~ _ f ~ ~ ab,t_ ~ ~ ,J i1`1.c;,~i~i~ 1.~ ~7~~;; c~.n~t:ittlte a t.:~.i.1e ~~e:.rrh 1:~, i.,t~~- - .aഀ y 1 o~^r~t~a,a~ laic{ ~.r_ tc ~~3.ete~.,.~nca awr,erst•,i°~ c~sr , , . ~ a ~ a c~cs <f 8,2 ,F~~~. <c~ .3liv ~.r~ Easem~ഀ .k._~ sl ,_~guLa ~3 nt.s, w ~rk~l~,-.~~, -4,a, o~~ ~ , zy , < "1L l~~ ~ f r~cc~.x~, ? +ഀ Y ,.n,:c.1: •~-,c,~,,~,.a.ai sr~g~ re.r~:ri~cy , e l ~i~~ ~,~loi7 ;~~rwi Fi~r1 ~ C) ~ F r • ? ~ tiit~~Ofil ~~il~(~~'~~Si~ll. ~"~/~~~•o~r~~~ഀ ulial,e a ~9~r ~.t~g~~ fir 1~, F~9 , ~ t, 4E~" ~ f 4 J ~ഀ ~ru.~w..+wnm+wwnw.am~urmemwmernrn~m~vwe r+w. . ..o-rn».a.wsmur ...~i,., ..,.:...,n..-aa....,.,.,.,.a..'.we..~,.i, . _ .ഀ Qഀ { r ~.vwwvm=ammo.... . Yz~.a.c+<sn.awmrorm e~ഀ _ t _ _ ~ഀ l ~ r ~ഀ i 3, _ -ഀ P ~t ~ ~ ~ ~'i; r n~ Tr ,5. , ~ _ഀ 9 .1 i _ _ഀ , . _ ~ n ,f a _ ~ - rr; 1 ~ {r~. 1i E ~ ~ ~ ~ w. iഀ t is ~ . ~ ~,,r~, - v,,r ~ p ~ l -ഀ 4, h ~ I '7 ~ , r~. ' ' t ~ ' ~ < _ . nഀ f ~ ' 4 i._....ഀ "_».o. w1v~ ,wECY[f'.~.4~.7$v'b&~`t4a if +„k Pi° jj fഀ 1ഀ aഀ tഀ aഀ ഀ ഀ Iഀ 1 ~ 1ഀ iഀ , ~ r ~ .tഀ ..r+.s, + iഀ 1 ~ , ~ ~ f i Rഀ y ?ഀ r }ഀ r 1 jഀ ran..~..~~~a.~w..+...n..+.n~«~..n.~-.....~~.......+.`.nmwt .~a~e..o......~ yഀ jഀ ഀ 1 ~ ;ഀ tഀ fഀ d tഀ "sഀ B Yഀ / A / r_,, 'ഀ r ~ ~ ~ഀ ഀ 11ഀ ഀ _ ~ r,.~/ I ~ /ഀ ഀ {ഀ lഀ fഀ - !ഀ ഀ ഀ ,~,~..,...n,..~.,.._...,.~.. w.m.~,r.,}ഀ ~ aഀ ~ { r xഀ S _ഀ ~ ~ഀ € , ~ rഀ fഀ '•rഀ S C~ ~ഀ -r ~ , w Eഀ E iഀ r<ഀ ti. J1ഀ ~Pഀ /ഀ aഀ ~se.«r. yff~ഀ ~ x :j i `tഀ iഀ ഀ c r ,ഀ ,ഀ r ;ഀ 6ഀ ~a<,__....~_ ..,,~..,,~..~v~. r rഀ iഀ ' , ~ n,~.. ~ ~ഀ ' 1 /ഀ /f ~ / ;ഀ , ~ t-ഀ bഀ ~ r. , ~ ~ ~ " ' Jഀ `C:: ~ > ~ Yഀ ഀ i;ഀ r,ഀ ~ .4C~~r_""-~ഀ ഀ ഀ r ~x~ഀ ഀ r,ഀ ഀ ഀ , ,ഀ ഀ ഀ ഀ ~A~ഀ ഀ Mഀ ഀ ഀ ~ ,ഀ aഀ ~ ~ഀ ~a t .ഀ ~ _ഀ ~ഀ Aഀ ~ ~ഀ ~ഀ iഀ ~ / l i~~ഀ AIഀ ! 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Fje~[.t7 M~StIipEMF-.firഀ oF1~1~C~~. ~4 !Ml"~?cvEN7E1~1T'"~✓/.1~6yഀ /N7~,¢i~JTI~L ~NC--.~ ~No T.O.V ,2E~aJ~~ഀ POWER rf ~ POLE i 5., ' I««ഀ BA5tS OF ELEVATION - MX 8-61 RIM ELEV. 843&,79+ഀ ~ lNV. 8422.73ഀ AS7r ~ INV 8422.93 / / _ / .ഀ ~ ! it yL~SS ~ F S 08° 5312 - / / MH. 6,- 64ഀ ~ ~ w r i c~ / 2 ~ /4.30 f C~LCU ~ _,-~.,,S ~ ~ INV, X42643 fCALCUt~ATEp) 207,t2'(PLAT1 ^"`~S It~V 8426,53 rrrv~ss, ~ .ഀ 1 L~ /ഀ / ~ ' 179, l'- CORNB' j f ~ഀ r . /ഀ ~ ,5 PINE \ ~ /ഀ ~ ,r .DIRT 0 t } /ഀ r I Pico f ~ ~ /ഀ } r .a PINE ~ ~ഀ ,o'ഀ 1 ~ ~ഀ ~ഀ / ~ ~ /ഀ ~py~ GVഀ bt ~ ,ഀ ~ / i O .3 SPRUCEഀ I.0 PINE ~ ~ ~ഀ !ഀ ~ ~ ~4 L5~ SP ~ RUCEഀ ഀ t ~ f ~ഀ l 1 ~ഀ ~ / SQ ~ഀ ~ lഀ / ~ oഀ ~ d ~`Rഀ C~ ~ V'ഀ p ~ 1 , r ~ഀ ~ 1ഀ ~ 1ഀ /ഀ ഀ s / o,~ ~ ~ ~ /J/^ ~ l ~ k" ` Yഀ ~ A ~ഀ ~ ~ ~ഀ \ i Cl e''ഀ ~ ` / ~ 1 D ~ I' n , / .JC_.~+ Cഀ r 1 ` 1 1 / cഀ ~ഀ ~ ~ 1 @ r _._._-~w~ x~ tഀ ~ N ~ _ r 4 - . - ~ .H-_.__ -~w__ _ t_ _ ~ ,._.~.--_w ~ . _ e__ , ,ഀ ~ k I - ~ ~ l _ _ ;ഀ MNe=so _t~ _ -ഀ ~ - _ . - INV. 8421.78 N.W. ~ _ ,ഀ ~ NV, 8421.88 S.E. , , _ . , ,_s - ~ T~ഀ MOUNTAINഀ , ELL` PEO~sT,a~ ~ ~ ~ഀ ~ r fഀ s ~ z r~ഀ ~ n ~ ~~=50° O 5ഀ 1~,I t ~ L= (.0ഀ R - 5 30 t, /ഀ CM - 444 ~ഀ r.5 PINE ~ 4 N 80 4225 ~ഀ , ~ഀ fഀ ~ ~ഀ ~ ~ .ഀ ~ഀ i ~ ~ഀ f 1 ,ഀ ~ 1 , ~ . 9 PINE ~ 1 _ ~ ~ഀ ; POWERഀ r , 'POLEഀ ,ഀ ~ ~ ~ '~'IICI r' TY 0ഀ ~ ~ ,-r'""~ഀ ~`~NE r !0 PINEഀ . s SPRUCE ~ഀ ഀ N ~ Q fഀ / 3ഀ 199 (Cq . CCUഀ AT,~pഀ P ie.rr t ~e.r • :ഀ y ~ ~ t ~ഀ A~ഀ NCTES"ഀ DUE TO ERROR N T E ORIGINAL S O N PLATഀ THIS SURVEY !S BASED ON TNE. CORRECTION QF SOME ERRORS AND ON THE BESTഀ EVIDENCE FOUND IN PREVIOUS .SURVEYSഀ OF ADJQINING LOTSഀ SEWER MANHOLE ELEVATIONS TA!!ENഀ FROM M ~I PLANS, DATED JAN.IZ,I98t,ഀ Inter-Mountain FAI H if r -0a Engineering Ltd.ഀ dഀ e _ TOPOGRAPHICAL SURVEY n5sഀ TA.- T LOT 20 3, BIGHORN SUBDIVISION 3,12 7"'ieഀ J M s RESUBD. OF LOT 20, AMENDED PLAഀ TOWN OF VA IL, EAGLE CGv'NT Y, COLC "ter ,ഀ 0ഀ ~J.lf.'~~?; a Uഀ i ~J ~ ,tഀ R ,ഀ ~0 Y ~ഀ , tഀ W - 4ഀ F,~ ~ഀ ~ ~ ~ ~V~a _ j /ഀ c, r'ഀ 1 _ _ _ _ r ~ ~ഀ /ഀ jഀ ~ i / ~ ~ ~ - ~ y'ഀ iഀ tഀ b {ഀ lഀ ഀ iഀ . ttഀ ~ vഀ lഀ ഀ t.ഀ l 1ഀ ഀ `t.ഀ Y'i.ഀ ഀ ~s"'~ fi.. "ഀ ഀ ~1 , Iഀ iഀ iഀ ഀ ഀ ~ ~ഀ ,~1. C. 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A~i1#, GRACE 40, I_AP AL{. lit {ഀ .>f LI('1., G~ IN MiN 1 #Af k RfE3A{~ 1N {"OUNDATION rVAt_~_ 4" ~ ~ ~,,iഀ ~ . # #t'~N~r {1)#' P~Nly E~f)f iC?M OI ? t)tfN[JATIOPJ WAL..L, r _ - L ~ rഀ All f)IM1~N`sION`> ,~lil tf) f3{, Vf;R1f~lED BY BUILC)E~R PRIOR TO ~ ~ ~ _ _ഀ - ~ : r~ , 'it_At t1N ~;R/t#~E ~~IA~ L B#_ ~ Th11CK M1N_ REINFORCED WITH ~ , Eഀ _ ti. i ¢~~fiX~##1~~(1WWi ~ ,`Sഀ . :N i i~ 6°OiJNC)A T i(~iN l''JIkl..LS Ali NECESSARY 'f'0 ACCOMMODATE. ~ _ഀ i ~ r - {-1NAI I7}iAD#_ MAINTAIN 3`(l" MIN. FO{)TING FROST 1-1NE ~ഀ 1~1171{I ! h i ~ j ~ഀ a- , POUR FOOTING`S ON UN[~15T13EiI~(iD SOIt_Of~ COMPACT WLL. TO , ~ഀ 03 PLId (;#~N{` A.S.T.M_:_ i s ~ ~ _ ' t. ~ഀ , F'ROV11jE DIAMF~I"T`R hERFORATED DRAINAGE TILE SET IN Iഀ GRAVEL AROUNt) PERIMETER OF FOOTINGS. ~ ~ ~ ,ഀ ® W{~~A{' AL1. CORNERS AND ACROSS ALL STEPDOWNS WITH 2 .a ~ t~lഀ NO.~aRE:FJARSTI~B. - a ~<<.~,~ : q . _ _ c3ഀ * PROVID[: CONCEALED EXPANSION JOINTS iN SLAB EVERY ~ _ഀ 20' 0" MIN. OR AS NECESSARY, ~ ~ഀ PROVID!` 'i~" EXPANSION JO1NT CONTINUOUSLY AT SLAB .ഀ PERIMETER. PROVIDE MUDLEDGES AT FOUNDATION WALLS AS o_ r NECESSARY.ഀ ALL DECK POSTS AND STRUCTURAL POSTS TO BE SUPPORTED ~ r,ഀ BY 2' 0" X 2'-0" X 8" CONCRETE PADS REINFORCED W{TH 1ഀ LAYER OF NO. ~ REE3ARS AT 9" O.C. EACH WAY ON GRADE .ഀ _ _ _ _ __1 ~ . UNLESS NOTED OTHERWISE. DO NOT BACKFILL AGA{NST ~ ~ ~ ~u~ഀ BASEMENT WALLS WITHOUT ADEQUATE BRACING. Iഀ WRAP PIPE COLl7MNS AND UTILITY LINES WITH 30 LB FELT !ഀ THEY PASS THROUGH SLAB. -ഀ PROVIDE ALL CRAWL SPACES WITH 3'-0" X 3'-0" ACCESS. _ , , ~ ~w' _ , .ഀ SLOPE CONCRETE SLAB IN GARAGE 2 PERCENT OR MORE TO ' , 1ഀ FACILITATE DRAINAGE OUT AND AWAY FROM STRUCTURE, # ~ ~ഀ CONTINUE GARAGE SLAB OUT 3'-0" FOR CONCRETE APRON. tഀ THICKEN SLAB TO AND REINFORCE WITH 2 - NO,S KEBABS ti _ - CJ ~ഀ CONTINUOUSLY l1NDER ALl- SEARING WALLS AS SHOWN ONഀ PLANS,ഀ • THICKEN EDGES OF AI.L CONCRETE WALKS AND PATIOS, - REINFORCE WITH 2 - NO.5 KEBABS CONTINUOUSLY.ഀ hഀ aഀ awl. ~ vഀ i.:~ഀ fഀ Foundatoion Planഀ It fഀ y y !ഀ - r'ഀ _ഀ Yഀ s,ഀ fഀ ~ f ,.c"~~ t~ oഀ ഀ i~ഀ ,ഀ ' y . j(-{tഀ P. - r o ~ ...~.~'~7~ I i ~F acAi_ N(~~r~s i✓ i.(~o}~ F~~ tanl~ ~ഀ .r I ~ WA[_L ~(0 I~ALt~ [)1MEN`;It~N~~ ;<i~E: }~i~t7?~9 Nt7U~iEi 5~T1J[3 0~ .t 'ഀ .;~w-~ NOU(rH G!)Nf,RETE FAC;f~. ~ ~.._a,.~' ws ~ ` G . , ,ഀ ~ } (_t3C)l~ JEJf51 SIZ}.. L,IgirF(. 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