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HomeMy WebLinkAboutBIGHORN ESTATES LOT 1i਍ഀ SEWER MANHOLE MHO34o C]਍ഀ 7 e--4਍ഀ FOUND No. 5 REBAR R1M ELEVATION = 8447.2਍ഀ WITH WASHER.. _ INVERT ELEVATION - 8438.0 Q਍ഀ f---~਍ഀ R P OJECT BENCHMARK਍ഀ Q਍ഀ J਍ഀ (~7 CU਍ഀ ਍ഀ .,M,-਍ഀ 1 r:r, St_VI,__R ~~A.~ OLE MN0360਍ഀ Q਍ഀ R I ~ ~ r ~ T!~ nN ~ ~ f , , ~ 8447..2 f-਍ഀ ~ r- - , > ~ ~ ~ .N ~`R1 L~ ~ ~ti ~'ON - 8430.7਍ഀ ਍ഀ ਍ഀ ਍ഀ i , r਍ഀ ਍ഀ `਍ഀ -~..~.-.~G.਍ഀ SAS METER਍ഀ _~~~_,1 ~ 20਍ഀ 7.~2਍ഀ r ~ ~਍ഀ B l ~਍ഀ a (1 / ~ ~ o ~f ~਍ഀ e ~ ~ d਍ഀ ~r` ~ 4 r W"JCS ..~K ~ `J P ~ o. ~ ~ ~ a਍ഀ _ ; ~ ,S ll t, j c~ ~ R C~ 7਍ഀ ~ V1,~~~~~_ . ~1 U਍ഀ - r fl, 0' c°44 FF ~਍ഀ '1 ~ Q f' ~ ~਍ഀ Q w t ~ ~ ~਍ഀ EXIST~NG EVERGREEN TREE TO ~ ~਍ഀ ~ p BE REMO~~ED 2਍ഀ ~3 ~ ~ ~~c ~ ~ ~ ~ y - ~ r. ~ ~਍ഀ .o਍ഀ v ~ 0 ,a ~ ~਍ഀ ~ n ~ ~਍ഀ ~ ~ ~਍ഀ j , _ ` r ti_ PROPOSED EXTERIOR DECK ~ ~ n਍ഀ RENOVA LION AND ADDITION ~ 4~ ~ ,਍ഀ r ~਍ഀ i ~ i ~ 4਍ഀ EXISTING, MATURE LANDSCAPING - Q z ~਍ഀ ~ ~ .r਍ഀ ~ > ~ ~਍ഀ ~ ~~~.J~ >J~~~~~ ~t1N0਍ഀ ~f 1 ~ ,਍ഀ f ~ ~ ~ ~਍ഀ ~ ~਍ഀ ~ , ~ ~਍ഀ t਍ഀ Q ~ M~•਍ഀ ` , , iU X ~U਍ഀ ਍ഀ 2 G ~~C UD DECK ~ ~ ~਍ഀ - ~ ~਍ഀ ਍ഀ , ~ y 62.1 _਍ഀ f ~ ~ ~ ~ , 'J~~U ~ J਍ഀ n਍ഀ ~ , , , L~ ~e~~a਍ഀ _ - . -.a-. - 1 -਍ഀ i-~~-JF O ~~_RNANG °-F~.,~਍ഀ i ~`AlL਍ഀ REV!Et~~! lGN S pE਍ഀ / Gi. STA~~ to - ~ ~ sc~~਍ഀ J਍ഀ r~਍ഀ p~.~ ~..~~.w~਍ഀ 61T1G~ G~ ;਍ഀ ' S- -r- ~ ~ , ~਍ഀ ~ , I~( -਍ഀ U ~ L___਍ഀ / n _~..1,~ r਍ഀ 0. i -t~, ~ `S਍ഀ ਍ഀ AD~RE.,S. ~2~8 i~U~,,~~ ~ ~.A:~..~਍ഀ rr਍ഀ ~P਍ഀ - ~਍ഀ ਍ഀ ਍ഀ l ~਍ഀ w r਍ഀ  / \ e% 9 T' r* i"\ 1 A R e r1 rmm A o r rwlla. rmw lk 2 P1 I 9 A -V* I IL i A IL ! raw A r'-a r4 2 ■MP. 1 /4 1► 2 1 1਍ഀ BlUiLDNG SETBACK਍ഀ ~ r਍ഀ kr,਍ഀ ry਍ഀ +w~as਍ഀ ~/_~J~ N 0 5 'ti~~਍ഀ U 0o ao I 1 woo N N਍ഀ ~ ~xU ~ I- ~ o਍ഀ ~ Smuioo਍ഀ o~~਍ഀ Q o°a਍ഀ ਍ഀ REGRADE AND RESEED ~AW~i R N~ GUS E਍ഀ AREA AFTER RENOVATION, ~~Q [਍ഀ .਍ഀ ,1 {{f਍ഀ V1਍ഀ NEW DECK MATERIAL:਍ഀ ROUGH SAWN CEDAR TRIM }਍ഀ A D COMPOSIT DE KING. N E G C)਍ഀ h OOLORS TO MATCN EXISTING਍ഀ ESIDE R NCE,਍ഀ K R਍ഀ RP C EEVTE਍ഀ DCNWPA10਍ഀ ' S EP 1 T਍ഀ r,. ~਍ഀ ; ~ t,਍ഀ ~ ' 1਍ഀ 1਍ഀ 1਍ഀ ~਍ഀ ^਍ഀ ~ _਍ഀ I਍ഀ r~) ~ L਍ഀ i I਍ഀ I~਍ഀ EXIT I _ _ _ TOI਍ഀ 1 8X6 POST OR BEAM ` 1i~~਍ഀ I ~5 POST BASE CONNECTOR '਍ഀ ~ SIMP50N ABA POST. BASE I਍ഀ GRADE I਍ഀ m a ~ ' r`C;% CONC. PIER I { ,਍ഀ ~ o ' kr,.;. I ~ ~r,:,, T. - 95 98-- ~ C~ D 9~, 2 1 , ~N/਍ഀ T.4,C~ 99.5 9_11.._. 2਍ഀ ('z) ~5 oowELS X ~ ~a Q . ~ . I 8.0.2}C1 C~ J = 99. 99 ~ 0-- 3 4਍ഀ w ~ ~,3 ~ti ~ ~ _਍ഀ v y,~~r , ` w 8" I਍ഀ . ~ ° ~~~%f~ ~ i~l%'~~%~ NAND EXCAVATED PIER HOLE.਍ഀ jA~i STONE BOULDER REFUSAL BELOW 30'" ~ R't M T IN. R IURED FROST DEPTH I਍ഀ .~1~< OOF OVER I-1EAD਍ഀ EQ. EQ. NOTE: PIER FOOTING DEPTH' I਍ഀ 48° MIN. ON EXISTING I਍ഀ 1'-6" UNDISTURBED OR COMPACTED਍ഀ SUB SOIL I਍ഀ I਍ഀ NOTE. MAINTAIN PIER DEPTH AWAY FROM EX(S11NG਍ഀ FOUNDATION BY A MIN. SLOPE OF 1:1 I਍ഀ I਍ഀ DETAIL. FROST PROTECTED FOUNDATION I਍ഀ PIER & K POST ONNECTIO I X DEC C N L਍ഀ I 3/4 =1 --Q਍ഀ I਍ഀ I਍ഀ I਍ഀ I਍ഀ I਍ഀ . r਍ഀ I਍ഀ ~A~~I ~7t~;~~I,}?਍ഀ SEWER MANHOLE MHO34O FOUND No. 5 REBAR R1M ELEVATION = $447.2'਍ഀ WITH WASHER INVERT. ELEVATION = 8438.0' 20 0 1Q 0 df~ f਍ഀ {PROJECT BENCHMARK਍ഀ { ~N T~'F'GT਍ഀ STORM MANHOLE )I.I~ 1 ~.ch ?~J ft.਍ഀ " RIM V W ~ , ELE ATION = 8444.3 f' ~ o E.;S'਍ഀ SEWER MANHOLE MH036O , C~•O RIM ELEVATION = 8447.2" ~ ~਍ഀ ! n INVERT ELEVATION - 8436.7 f਍ഀ ~ 1 ~ ; 01~ ~A,~.਍ഀ 1° J r<,,,,,਍ഀ .r , w..... i2~ CMP tST਍ഀ S INV, 44' .4"਍ഀ ਍ഀ ~ ~ t G p, GA5 METER CTV PEDESTAL; r J਍ഀ ~ (27.72) 6' x 2O਍ഀ WOOD DECK h rs h. ~ LIGHT PG • \ ASPHALT f LIGHT PAGE਍ഀ 4.5' r, 6.5' {TYPLCAL. {71'FziCAL) _ .਍ഀ WaOD DECK h J,v d ?~?p, I`'OUNO Nq: hCEBAR ~ h r ~ ~਍ഀ W1TIi-WASHER (ABOVE) 1 k~. ,਍ഀ ~0' $f~8 6 ff / j r਍ഀ 9 ~ \ ~ l r,਍ഀ ~ /਍ഀ \ c, o- ~ ~ ~਍ഀ ~ ~ ~਍ഀ ~ ~ ~ a ~ / 0~ ry ~J ~ .l q ~ / ~ /'r਍ഀ ' ~C /F ~ ~t?' •g~ ` cc~NcaETE WALK a+~z ~ ~ ~s BELOW OVERHANG਍ഀ ~ ) ~ fi~ ~ ~t/ ~ j EDGE OF਍ഀ w~ ~ LANDSCAPING਍ഀ (4T;5' ~ ~ 9 r~, ~ . r^ ~ GlN~_RA~.N~7FS਍ഀ 4 ~0 / / . I 1U' x 2(}'਍ഀ • ~ ~ WOOD DECK , 'c~ 0 9 PRf7J~ET BEN~H~iARK; SEWER-h~AN!-IO~E t~H(~ S4(.~ I~U(;kTl Ci NOR I1~ OF LU C 1 ALONG਍ഀ NUGGET LAND. RI~1 ELEVATIGt~ ~ 84111', (MV'rR`~ I~IE.VRTI(7N R~3E;,0~ ~S~E p~tAW.~1G}਍ഀ (621' ` WOOL) / 2 E~UILOING TIES ARE INDICATrq IN Pl~RE_N i~l[SIS.਍ഀ REin~NING rS ~ ~ 3 PCAK NAND SUf~UCYING, 1NC;. DID NDT f'ERf~ORM A TI~f~ F ~~.AI2( !7~ ll{} SI;BJE(;T਍ഀ WALL ~ ~ ` PRaPEI~I'( TO E57AE~1_IS~I ~~WNERSIIIP, ChSCMf.~iT$ Ofd R!C,Ii1S-Oh 'N~~~Y ~F f~E:(;C)i?D.਍ഀ 15.b' ROOF tVERHANG r REC:UP,D OOCUMEhJTS >,lTI1..17E:1~ I~ TNIS !MPROUE1vaE:N f LOCATION CEI~7~F~(;P.TE +NER DGIft1A(',L"h t~V I h A1M 7i TI GCi Id~}~A17GC ('f11APfi~I Y f1f7 (1~C? AIn Y7~llfdl ~?'d ~ f4A 16{y਍ഀ 4° .PVC. DRAIN PIPE਍ഀ S~਍ഀ SPRINKLER CONTROL BOX਍ഀ { 2਍ഀ 0;7408 ACRES਍ഀ . ADE}RESS, 4298. NUGGET LANE ~ as C)਍ഀ N Q' FOREST GLEN SUBDIVISION਍ഀ ~਍ഀ DO਍ഀ C~! ~e਍ഀ BUILDING SETBA K K~਍ഀ J Q w ,0਍ഀ YJ਍ഀ O O n7਍ഀ t~ ~਍ഀ rr} ~਍ഀ r਍ഀ Z N ~ FouNa , o. ~ REBAR਍ഀ W{TN RED Pr_ASTIC CAP਍ഀ L.S. No, 26626਍ഀ 'd਍ഀ h਍ഀ n~਍ഀ 0 FOREST GLEN SUBDLVISLON਍ഀ cv਍ഀ c{i਍ഀ ,n 0 ,i਍ഀ o o .p, ~a਍ഀ a ti 0਍ഀ ~ , r n 3 Nat 24 3fi W i L..਍ഀ CURVE i~ARC.F R (~J r'1਍ഀ x.86 CU U~ OFi_SA RADIUS LEN,~TIi T਍ഀ i Ct Q _ ~ 36 l0 OO 125.00_ 7,,.~~ r਍ഀ C2 _ 46'10'00„ 7~;QU" 63,05' Ty਍ഀ 00'44'52" 65.06' 11.05 11.06'5.54 11.05` S81'29'24'E~਍ഀ NPLATTE[਍ഀ BIGHORN ESTATE਍ഀ TOWN OF VAIL,਍ഀ n EAGLE COUNTY, COLO ,ADO਍ഀ r਍ഀ a DRAWN; JVK III REVIEWED: BB਍ഀ S' 1E~~ 1~52I DALE; 09/29/03 PIT JOB#;1252਍ഀ