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SITE PLAN A Parcel of Land Situate in Sections 7 & 8, Township 6 South, Range 93 West of the 6th P.M., County of Gar.field, State of Colorado Finished FIDor Elev. •5431.0' Concrete Gravel DETAIL 1 "=30' Planter Concrete Finished Floor Elev.= 431 .. 9' >< >< Communication Manhole 0 Well (Abandoned) (!) Covered )---,,=-Y-'-'=C.:, Porch or-:...~ Electric Transformer >< PROPERTY DESCRIPTION Septic lids< x A PARCEL OF LAND SITUATED IN SECTIONS 7 AND 8 OF TOWNSHIP 6 SOUTH, &ANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN BEING MORE PAR11CULARL Y DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHERE THE SOUTHWEST CORNER OF SAID SECTION 8 BEARS S42°22'23"E 502.49 FEET; THENCE N80°51'10 "E 335.82 FEET; THENCE N87°45'59"E 246.90 FEET; THENCE N78 °11 '29"E 659.96 FEET; THENCE N04°23'02'E 342.26 FEET; THENCE 37.30 FEET ALONG THE ARC OF A CURVE TO THE LEFT, WITH A RADIUS OF 20.04 FEET AND A CHORD OF N48°56'39"W 32.14 FEET; THENCE 125.37 FEET ALONG THE ARC OF A CURVE TO THE RIGHT WITH A RADIUS OF 75. 62 FEET AND A CHORD OF N54 °4 6'38 "W 111.50 FEET; THENCE 123.86 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, WITH A RADIUS OF 609. 33 FEET AND A CHORD OF NOl 0 27'33"W 123. 64 FEET; THENCE 415. 44 FEET ALONG THE ARC OF A CURVf: TO THE LEFT WITH A RADIUS OF 506.80 FEET AND A CHORD OF N 19°07' 11 "W 403. 91 FEET; THENCE N42°36'13"E 502.80 FEET; THENCE N9a°OO'OO"W 685.63 FEET; THENCE so1°00'l 9''E 1500.29 FEET TO THE POINT OF BEGINNING. SAID PROPERTY CONTAINS 35.405+ ACRES AS DESCRIBED. COUNTY OF GARFJELD STATE OF COLORADO TOGETHER WITH A 50.00 FOOT ACCESS AND UTILITY EASEMENT A 50.00 FOOT ACCESS AND UTILITY EASEMENT SITUATED IN SECTION 8, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOUOWS: BEGINNING AT A POINT BEING THE CENTERLINE OF SAID 50.00 FEET EASEMENT WHENCE THE SOUTHWEST CORNER OF SAID SECTION 8 BEARS N89°40'58"W 958.48 FEET; THENCE ALONG SAID CENTERLINE THE FOLLOWING 8 COURSES AND DISTANCES: 1) 122.40FEETALONG THE ARC OF A CURVE TO THE RIGHT, WITH A RADIUS OF 128.91 FEETANDA CHORD OF N26"36'04"W 117.85 FEET; 2.) N00°36'00"E 468.16 FEET; 3.) N04°23'02"E 341.43 FEET; 4 .) 83.83 FEET ALONG THE ARC OF A CURVE TO THE LEFT, WITH A RADIUS OF 45.04 FEET AND A CHORD OF N48 °56'39 "W 72.24 FEET; 5 .) 83.92 FEET ALONG THE ARC OF A CURVE TO THE RIGHT WITH A RADlUS OF 50.62 FEET AND A CHORD OF N54°46'38"W 74.64 FEET; 6.) 118. 77 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, WITH A RADIUS OF 584.33 FEETANDA CHORD OF N01°27'33"W 118.57 FEET; 7.) 435.94FEETAL0NG THE ARC OF A CURVE TO THE LEFT, WITH A RADIUS OF 531.80 FEET AND A CHORD OF N19°07'1l"W 423.83 FEET; 8.) N42°36'13"W 163.15 FEET TO THE POINT OF TERMINA TION. SAID EASEMENT TO BE 25.00 FEET EACH SIDE OF THE DESCRIBED CENTERLINE AND TO EXTEND OR TERMINATE AT THE SOUTHERLY LINE OF SAID SECTION 8. () N 90°00'00" W 685.63' Rebarand Cap cr----i------:.;...;;;.;:..;:;.;..:;.;.....;.;. _______ ...;:==----------~.LS No. 31944 in Place Proposed Garage 22.6' A. / ' " 841 .6 ' " " " " " " " " \ \ \ GRAPHIC SCALE \ \ 100 0 !iO 100 ... D•46'58'03" \ R-506.80' \ L-415.44' ~-1-1-1====----1 49.2' 35. 405 Acres± lO'x.11 ' ShP.d. \ ,, \\ -----.,.,,... ----........... ,, /,,,-....... ---.... '"" \ \ _.,r ,,,,,,.. /' Telephone Ped.El ' ......_ ....._ /,,,., , '......._ .112.0' \\ ,,,.,,..,,,. '"' /// ' ' \ \\ ,Grovel Road / / _,.. / j' ..___ ----~7<, v / / ....... -......:.*_/) \\ / / ' ""'"" / / r ·· --.___ ........ "' \ \ / / / / --;·-,_,JO" Din: •.. PVC '-'-. '-, \\ / / ' ' / / ................. ,, / // ' ' >' ,,,,. / I ................................. '/r ' ' \ CB•N19'07'11"W .---'<\4CH•403. 91' \ \ \ \ I I I I I I 50.0 ' Access & Utility Easement I D•l J 0 38 '47" I R •609.33' L -123.85' CB=SO 1 °27 '33~E I CH•123.64' --, / ,,-,r I , , ,,--/~ Fence Pond -....... ......_ Gravel V , -....... ~~~--..:.. / . ' ' / Garage/ Shop pant er ;• \ . . _ ---· / ' ..___:::.::: ::-::- I I I D•94'59 '24" R•75.62' L-125.37' CB•S54 '46'38"E 48.6' \.-Communication --........... ~~Dia. ~anhole CH•lll.50' ', '--......... Pro::~d ,,._,...__;='=-"°' ~stem Addition ll (Abandoned) 1-----155.9' --=~~?0.~ ~ L,.J~',,/ JOS.4 ' Electric ~nsformer .~ 1404 West 2nd Street (Rifle) '-' 2 St.ory Stucco House .. ~ (See Detail) L / 7 Septic [,;;;}-1 ~ ~ Concrete Pad 0 ~~ ' 483.2' ~~ ~ ~ Power Pok ""' (Typical) • CQ::s « yverheg<:l_l lE~l..,uu;~\i,..--- -659.96 ' Rebar and Cap LS No. 31944 in Place 246.90' N 87'45'59" E 335.82' Rebar and Cap LS No. 31944 in Place N so ·sno" B Rebar and Cap LS No . 31944 in Place Water Shut Offs ;-. \ '- . \ Water ~igo "'I .,.. __ , Fire Hydrant/ \ \ I \ \ \ I I \ \ \ \ I oi \ I ~ \ \ 0) I I £ I " D· 106°39'22" \ R •20.00' L•37.33' I CB•N48 '56 '39'W CH-32.14' I I I I I I I I I I I \ I I I Rebar and Cap LS No. 3 1944 in Place \ \ I \ I I I \ I I I I I I I I I l I I ( I I I I I I I I I I I I I I I I I I I ( IN FEET ) I Inch -100 ft. ~e ?/1'171 /f;f ,tu,/;l#c>#h k /5u/l~n7 J?e;u//em~/1. NOTES 1.) DATE OF SURVEY WASAPRIL25, 2012. 2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY SERVICES INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP ' COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL . 3.) THIS SITE PLAN DOES NOT REPRESENT A BOUNDARY. IMPROVEMENT OR IMPROVEMENT LOCATION CERTIFicATE SURVEY BY BOOKCLIFF SURVEY SERVICES, INC. OR AND OF ITS ASSOCIATES. SURVEYOR'S STATEMENT I, SHAWN BINION, A REGISTERED LAND SURVEYOR, LICENSED UNDER THE LAWS OF THE STATE OF COLORADO DO HEREBY CERTIFY THAT THE Sr.JR.VEY SHOWN HEREON WAS PREPARED ON THIS DATE MAY. 24, 2012 BY ME OR UNDER MY DIRECT SUPERVISifJN AND CHECKING THAT THIS MAP IS A TRUE REPRESEf!TAJff .N TH~~F. \ ~~r.1~ ' J SHAWN BINION, COLORADO REGISTRATION NO. 38200 FOR AND ON BEFIALF OF ' BOOKCLIFF SURVEX.:SER CES, INC. APPROVED SUBJECT TO NOTED .IXCU'I10NS 4 INSPECTIONS GARFIELD COUNTY BUILD~EP~JMff T .Dllte 6 7-~ By.,a~.c.c..~- COPY NOmsrrcnoN WITHOUT 1111:9£ PLANS ON SITE )lie< of z 0 ii\ 5 w "' FILE: OFT. CK. DAlE: z ~ ~ CJ) a: i~~ ~~a; -' 2 8 Q N • ~:t:~ ~ j ZE 0 SNYDER SCB MJL 4/25/12 PROJECT NO. 12005-01 SHEET () \J ~ (J ' ~ .... -LT.I N ' N ... LT.I ' ..... c::: _, CD .. ·-i:t: ... c::: ... ...: ..9 tr.l ... tel c: N = ~ = ..,, la c::I c::i ..,, ~ @!J m .. -= "" .. = t.. "' IZI t.!l I \ I I I \ I \ I I I I I I I I I I I ~"'lo""'or=-_ \_'_) 114" = 1'-0" Door Schedule ~--- Door Number -----i-Manufactur Doo~ Do=-:o--r _:c_S _ize~ __ e_r _ _L _ Model I I Details L Fi nish Frame T ype Fi _re_R_a_tin__,g'-'-~~H~e_a-d~~__,-1 _-J_a_m_b __ I _S_il _I _ Descriptio n_ I -D-o-or---F-ra_m_e __ ----'--'-' _-_-_-_-_C--'-o-m~m_e_n_:_ts:___ ___ _ I I I I O/H INSUL STEEL ~~~ 136"x80" I 10' x 9' 1 ~: 110' x 9' I 10' x 9' ----- f I I I I I I I I I I . ' ·.· ., '. . -:- _ .. ·-.... : . -. , . ; . :- ' "'. .. --· .-. ' - . . . ' . , . : .. . -" . ' -.. . . .. -.. .. . . ' .. :: ·-. - . . , : ,-.. · . ... . ,•. . -... · - .. ' ·: . ' ; . ,·.'". ·. : ; . . ' . ' -. . ,_ . ' . , . . : '. . · '' -·. ' ~ . . . -... -·. •, . . - . . . . . . . . . . . ' . . : . ·. I I I . ', ~ . .· -. : .. I I I IOIH INSUL STEEL I I OIH INSUL STEEL 50' -O" ---------------------,¥- 1 1 A8 . . . ' . : . - . ,• . ' . .. ·-. -. : . . ; .: . -.·. - -; ' .. . . . .. : . . . . ., ... -... · . ·-: ' . -.· ' . " ' - ~ . ' . -·-.... -: ' ... ~ .. ' .·. . .. -· ... : ' ·: . ..... ' .. .• . . ; . ' : -. " . . . . . ' . ' . . .-. ' .· .·· ... ·-.. -. -.... .· . ·: -: ' : .· - . . _. ' ;. . ' -.. · -· .- . . '• . . ·._. . -.. . ' : . - . .... .... . : . . .. .; . .. ·-.. •' .. . . -~ . . . . . . ' . .. -·. .. ·. .' ' . . . -.--· . . ,. ·-' . ' . - ·.· '. .. . . •_', ··.· . .. . .. ,· -. · . . . ' . . · .. . . . . ' . ' . ~ . . :. . . "-.. ·.' . .... : . ~ ... . . . ' -· .. ... . . . " .. . ..... '• ··-. ' - .. . _· . -... -· . I .... . EO . . • . EC)' . "9' -O" . -/-~~------'----'--c----~ c.,,~--'~f--~~---'~ -~----'---'---'-~-'------'~:·~ ,('--_~· -----~~-'--'-,_~--'-'-~I I ' . . . ' ·. -, . - 13' ~ O" ' .. . . : .. " . ..... . . .. . - -.. · .. \ . .\ .. -· ... ... . . : ... ·· . '.··.: .. : ' . -. . : · .. -. ·. . .·-. . ' . -. . . ' . . .. · ·. . .. - .. . -. .. -· ·.. . . . . -· ... 6 ·. . . ..· ... -· 4 · ~·-e13/16.j 10'-33116" 1•·-0.. 14 '-0" I 9'-0" .,(<--------,!<-----------71'-------~ -----1--..IL---=--~ ~f--------~ --------Jf- 1 ' I ~) t-U/!i.-L--$MC11'Jf jA!'/ ZLJaP £1!.C 1 ;;eu/?CifJ ,.t2. 66Z ./o ~ \ I l_~-L-~--~--~-~~-~-~----------- --------(i) 'l'el: 9'10-625·23'17 I'll:!!:: 9'10-685-360'1 w (!) <( (!) ~ w z ~ w c >-z ti) CJ) CJ) w a::: w c c <C 1-u w .., 0 a::: D.. Revi sion Schedule No . I Description I Date Dan & Lori Snyder First Floor Plan Project# PROJECT NO. Date: DATE - Dwg. By: Author Checked By: Checker A1 Scale: 1/4"; 1 '-0" ::;; <( co 0 ro 0 . ' . I (1 \East "'-'-'~ 11::;-,4,C-:, --1~·--=o·~· --------_____ _ - n ,' ' .· . .. ' ' '. --. . . ... -' : ' ...... '·, "' . .• ... -------~t h \::'_,) 11 4"~ -1'"'-o-:cc,,---------- . ' . AS (i) I . ' ----+---- f---__ ---if-----__ _j - .. -· - I - _ Roof .,-, 10' -O" 'CJ ' ... -------- L------ c .. -.. " __ _J .' -'; ' . ·. " : . -: , .- -... " .. : .. ' f2\ North VY 114" = 1'-0"______ ------ __ -... Roof~ 10' -O" CJ/ Firstfloor //j \ 0'-0" ~ --· ·. : . . -.·· - ----- ' .. ' .. ' .. . . ~ . -.. . ; -: : ' . -. :- ' . ·.: ;: . ' . First F loor ~ 01 -O" . ' . '' -:._ : ' ... . -, . . . . ~ FoJJ ndation ~ -3' -6~· ~~~---~~==· .. ~ ... -.· ~-~ .... ~~_:__ -~-'--~"-'-~-'--'-::.:_~~·--"-====·= .. ::::.]· -ll:I Foundation ~ ~ -3' -6 11 IJ ''--B .O . Footing -4' -4" ~ I 0 . Footin~ ~ -4' -4 " c.- ~ ----,-;;;;--__ _ v 1/4" -1'-0" ------ -----· ,,-----'\ 3 ) -Roof~ 10 ' -O" First F loor ~ O' -O" \J Foundat ion f. -3 ' -6" _; B"O . Foot ing ~ -4 ' -4" \JI :'eb ~'10·6!!:~·!1:~'!.'1 !l'<t~• ~'70·!1!!:~·~6(1'7 91i<t!.'!il!!i@!i'!>i .!lQt w (!) Revision Schedule No. D escription Date Dan & Lori Snyder Elevations Project# PROJECT NO. Date: DATE Dwg . By : Author Checked By : Checker A6 Sc ale 1/4" = 1'-0" ~ <( "' ~ ro 0 N ~ 0 N -" N -"' ---- RE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION /Cll-e, t;o f-;ft1111f. ?t'!C.1 18 CONTINUOUS RIDGE VENT ~ METAL ROOFIN ;r;-;;J HIGH TEMP BITU ~B RANE 1/2" OSB SHEATHING VENT BAFFELS EVERY SPACE "--METAL FAC IA :r::F 1rPPi1cAf7_tf ~ • e.lee.--/fzlc-1 I ~tk/n /fJ'//IPV,,/ /J /2er;v/Hoi .r/ fr,n'Yl't. 1J?y.ee,/;"'1 • 518" TYPE X GYP . BOARD OVER TRUSSES@ 24" O.C __e_.Q!:: Y . VAPOR BARRIER (.____9 BLOWN INSULATION ~ ~m~'.coocm0V I 3 - 1 314" X 9.5" LSL GARAGE DOOR HEADER ~ / ~ EFIS STUCCO EXTERIOR STUCCO WRAP / l/2"0 58 / 2X6 STUDS@ 16" O.C / FULL DEPTH CELLULOSE INSUL . 112" GYP.BO • e/ev-k1e-.rl j)..,,,-/ 4/?/l'i7V/I 1 ~ j?~u;)<Ui' ,;:;-cojfe#// /;?'/~e-/JM · /,,..-5/8" x 10" EMBEDMENT ANCHOR BO LTS SPACED NOT MORE THEAN 36" O.C. AND NOT MORE THAN 6" FROM COR NER S AND PLATE ENDS . • 1-/eAfeol S#Uo/.ures wW-51 CuY>if~ w1/t -Hz.e_ Zoo'? T-G CL /2~J,.tJYi'-IMreV'-f.; • 5e<. r'.#1-Mf/}zj-tyr1M, h ~ Z-5/ 51, 62-6'/, 6~ 7~ 15 (2) -#5 CONTINUOUS --~"'-r 4" CONCRETE SLAB -3000 PSI WITH 5% ENTRAINED AIR -SLOPE SLAB 2" DOWN TO DOORS "-. _..--_,,.--TREATED 2X6 BOTTOM PLATE I !~~L~~B;~ --~, "-_"-___:"-~11~~-~:::::::,..~~...,..~-~--.-:-...,-_-:" • .-.,-.,....,..-,.,.,-. "":'·:··~·-·.-·:--_ -. -....---:.-. -,._.-_ ...,_ ~=,...,_~;=.-=-:-r=...,...__ .-. =.-=. =-.~ ... = . .....-=..-==='7-d=j =I J/=._=_4._"'i'.~=YE=~=314= .. C=R~=S;;;;;;H:.=DG=R;;::AV=EL=== ... __ :;::_ ... ==:;::.=. =. _:::: •. ,:::_ :::._,;:;;;_ ;:: __ =d±:::l --f irst Floor 1f£\ o· -O" ,_... ~{:11 r 11 1 1111 11 1 11 -11 1 1 · ._. 1 1 1 , 11 1 1 1 11 111 1 1 1 1 m1 11 1-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 -111 -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 11 1 -1 11 1 1 1 1 1 1 111 1 -1 · ·.:· 1 1 1 1 1 1 1 SLOPEGRADEAWAY FROMBUILD,·~~,N,11 .1 11 ',11 1 ~11 111 11 :.· 11 111 111 11 1 11 1 111 111 111 111- 111 11 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 11 111 111 111 111 111 111 111 ~11 111 111 111 111 111 11 111 111 11 1 111 111 111_111 L11 111 11 111 111 111 111 111 111 11 :~· ·111 , 11 111 _111 l ~~Jf~--2 1 : -~-I lf=I I II~ 111111111lffi~lfllliu1llif!=%IJ1 £u II I 11111Ilffil_gmlliu1lliffil 111111\fl 1111 1111 I II ulliffilli~1111 I 1 ·I II, 11III111111111 I II ullill!Wu \i_g-.~.· =~ ·Y __ ------'jfo ~-~~~~~. ~ -:1-IJl~: 1; .· J ~i'fill Ill -ill 11 _\ll 1'ill 1 _Ill _Ill _I'\. _Ill 111-1Lll' 1_111 1 _Ill' ill _111 111 1 U W111 _\I\ ill-J1I _11\ _111=_1\l=r_I\ f=_\11 _II '· .: _\lllf __ _ .Footing c --~ _ -~'hs 1 __ 11t-=111-I I l-1 11_11 1-11 1-I 1=111_111_\ I 1-l 11_11 \_\ fFH _1--r-f= 11-. I I 1-H 1_111_11 1 11 1-ill-_111 -Lu-l_.1_ -TTl'-TV -4· -4" c-. /,,'' I I 1=1 I " I I 1-1 1=1I1==:1 1=1Il=I11 ,J 11 =1I1=1I1=1 I1 =:=\ I 1=:=1 I l=I I\,' I I 1=1I1=:=111==1I1=1I »=I1 I ' 11=1I1=1 I\===:\ I l=I I I ' I 11=111=111=-=l I l ~LJ__kl;;;::L (2) -#5 CONT.(1YP I _/ 1. _ 6 .. -i I CD Sectio n 1 1 112" -1'-0" 'l'!1l1 ~'10-6!1"'·!!:3'11'1 !i'i!.~• ~'fQ-6g"'-36Q'I w (!) Revision Schedule No. Description Date Dan & Lori Snyder Building Sections P::--ro-'.--je_ct _# ____:__:_p R.:..:::O~J E=-=C:_:_T _'..:_'NO':'.:_. _.j :;;;: Date: DATE <{ Dwg. By: Author ;:!: Checked By : Checker gs ~ ~ N ~ 0 A8 ~ f---------~ Scale: 112" = 1 • _0 .. "5 b ('1 Foundation 1/4" = 1 '-0" . ' ' · ... . . ' . cb ·. -. , ··: ·-.: . . . -. ·' : ·- .. -. ' ... · -·. ;' ... ' . .. ' ' . , ·. - . -. . . . '.. : .. . .. ,'' ' -·.· .. ' . . -. . · . , .. '• .. -. . . . . -.. · ..... '. - : . .... -.. -. . ' . ' . .. .. :-: . . . ·-.... - •, " < .. -. ·-· . .,-_ . . . : . . 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' 8"TYP . 1'-6"TYP. . · .. · . . : . .. -. . . . ··" .... -.. . --.. . -· .. <W:ilu~ ~~m.!!!1$. hl1g:i '!'ti!• ,.,1,1.~~~.g347 l'\\\l!:o ,?li>·il!:~·3~Q'I w (!) <( (!) ~ w z c::: w c >-z en en en w 0:: w c c <( ..... (.) w a 0:: a.. Re vis ion Schedule No. I Description I Date Dan & Lori Snyder Foundation Plan Project# PROJECT NO. :;:;; DATE <i: Date : f------------j "1 Dwg. By Author ~ r-.cC-he~c~k-ed~By_: ___ C_h_e--cckc-e---,r gs r----------:: N ~ 0 N -so " f-----------~ Scale: 1/4" = 1'-0" L()