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~w I ~ ~_ PITKIN COUN'1'}t""~~ BOARD OF ADJUSTf~N~l' ¢ Q D TE £3f ~F~9I ) /~~ A ~ CASE # / APPLYCANT ~~~(`, 0"~~ ~~-( ~'j"J~ PHONE q 25 46q ~ p MAILING ADDRESS L. C~ ~ C7X ~3G~I p OWNER _W~ j GAT_L]P~ I~ ~ ~?~ ~ PHONE ~ y 1~~~sgC9 . MAILING ADDRESS ~ ~. ~(ZX (~C~I LOCATION OF PROPERTY A ~~I Lf1GA"r 1'lAA.1C :I^I . p I (`~'K.~ IlJ l (7(1- f y p ent data must accompany this application, and will be made part it does no f this Case. The Board may return this application if t contain all the facts~n question. Applicant Signature Provisions of the zoning resolution requiring the Zoning Official to forward 'this application to the Board of Adjustment, and reasons for not granting a building permit: Requesting: Zone District Lot Size ' Front Yard Setback Variance, where ~ is required. ' Rear Yard. Setback Variance, where ~ is required. ' Side Yard Setback Variance, where ' is required. ' Side Yard Setback Variance, where ' is required. ' Height Variance, where !~ ' is required. Square Feet where a maximum of sq. ft. is allowed. Other• Hardship: Zoning Officia J __ Application flegd~ x'/3'4 Date Notices mailed .~~/~11J~,.-- _._ Parcel ID # ~~a~S-~~/- ©Q ~ L°D~ Secreta ~.~:,7~„ r Resolution to Building when Completed Yes ~_~ No >; ~.. ~~ _. , ~ ~... _ ~, ~,~4• ~. L~ +4c43h S ~hri'N P:+v1 , ,.9:n .. (TO be completed by the Zoning Department) August 14, 1991 Pitkin County Board of Adjustment c/o Pitkin County Planning Office 130'South Galena Aspen, CO 81611 Re: Wildcat Ranch Boathouse Building Height Variance Dear Board Members: . On behave of the Wildcat Ranch I am requesting a variance for the building height of the Wildcat Boathouse located on the Ranch Cehter Parcel within the ~Idcat Ranch. I would like to give you a brief history of the Wildcat Boathduse as it relates to the approval of the Wildcat Ranch. The Wildcat Ranch was originally submitted for apprdval under the PUD guidelines. Upon receiving general approval from the Board of County Commissioner design work was started on the Nlildcat Boathouse. The building was to serve as a primary structure for the Wildcat Lake parcel. The building was designed in the same regional vocabulary used throughout the history of the ranch and the surrounding region. These buildings incorporated sloping roofs with attached porches or enclosed area. The roofs were designed steep to shed snow and rain. The Boathouse is a new addition to the historic buildings of the ranch, but wants to be a part of the ranch. It is therefore designed using this regiohal vocabulary to fit architectural character of the area. Duririg the approval process it was decided td change the application from a PUD to an Exempt Subdivision. The change in the application was made so the property would be more harmonious with the community. The change required the combining of the lake functions with the ranch functions into one long extruded parcel of lahd known as the Ranch Center ce heCountrfrCommi'v t esta'Dur~g thel entire alpproval process 9 was rppresry ted to tnsnter and Board y ssioners the Wildcat Ranch will contain these two rima functio The Pitkin County Code does not provide a use category for boathouses. Because of this lack of definition in the code the planning officials gave the boathouse an accessory building classification. This accessory building classification allows a maximum building height to the .mid point of the roof of 12 feet. Our building with its primary functions and historic architectural character has a maximum height of 18 feet to the roof midpoint. This is dver the height allowed for accessory buildings and under the maximum height of 28 feet for the primary building. The Wildcat boathouse functions classify it as a primary building should be allowed the higher height limit. The inclusion of electrical services, bathroom facilities, a kitchen and habitable space classifies the building as a primary function. The Wildcat Boathouse has always been represented as a primary functiohing building and as part of the property. We therefore respectively request you grant a variance for the building height of the Wildcat Boathouse. Ga ~~ ~~ ~f r,~ r August 14, 1991 Pitkin County Planning Office 130 South Galena Aspen, CO 81611 Re• Wildcat Ranch Boathouse Buildin Hei ht Vari • _. .w. .,~.., 5 g ~ ance Dear Jo Anne: In regards to the Pitkin County Board of Adjustment Requirement List item number 10. The Wildcat Subdivision has been approved by the Board of County Commissioners subdividing the property into 12 lots for sale. The parcel of land the., Wildcat Boathouse is located on is surrounded completely by several~of these lots. To " date none of the surrounding lots has been sold. So the adjacent property owners are also the Wildcat Ranch. The Wildcat Broshectivesbuters.cu=fenouyhavelaned iestions rleaseeiitecl to p p y y y qu p contact the applicant. ~ we ns , aJF:~ ~',~` ... .... .:.. .r.:.:'.. ~ .. z:+r_ .... ~': ':v-.~..n .. , ...--r>.m...r.J:.a C~y.n Fe^3'~vvara. WHITE RIVER NATIONnI FORGST t Sams Knob VJesl Vdinge fSUrnl MI. Rutlermllk I +'~ -k' _I ~,e Highlantl SkI Aspen Ski ~„ VILLAGE gip; • Owl Creek mt u~` ~O ~` SardV 1 Retl MI. • SWtlimslon WHITr RIV[R NATIONAL SOREST ~~ VICINITY NIAP ~~- ~_~ a ~ Mlo ° Mnos Figure 1 '~u,. As a~apl~~,,... .~ ..~.,. _a,....a. ... ,-. -.,. VV.. •Lirtle EIk Creek `~ . Celcway lu ` Snowmass ~p(t~j/ob.SE Lary O .~\ Old Snowmass .~ GOCR DOIv Ranch j_-_____--'~ • Shield O Mesa ~~,... waroon UrvNn Village AF~~ Merin f: Mrlnee ~ brush Crcek ~~O ~ ill8ge y. v. 1 ~~Bbndl. • Woodv Crcek' • Slarwood ~..J ~Nn 6onal furesl I)uundary tvo„oo Iz oz 2Yaoa L_- a !e. ls. arena '. oen:ia r ~[. SCHMUESER GOROON MEYER SL'iS J=1~ C_I:.I LI-) .:L'1S 1.'"L711 '_i',': _t; Q .. INC [~jpOd ., 1001 Grand Avenue, Suite 2•E Gtenwootl Springs, Colorado 81601 (303) 95.1004. t~ 925-8501 F2x (303) 945-5948 CONSULTING ENGINEERS & ,~r/f/,~/T ~- DESGRIPTI~I~I -FATHERING PARCEL 4 December 1990 Job X8195 A tract of land situate in Sections 13, 14, 23, 24 and 25, Township g South, Range 86. West of the Eth P.M., being more particularly described as•follovvs: Beginning at a point whence the NW cornet of said Section 13 bears N 27°21'32" W 1697.2E feet; thence N 2d-°2'1'58' W 37.4-1 feet; thence N 72°28'03" E 620.71 feat; thence S 64°33'15" E 506.93 feet; thence S 22°31'32" W 353.75 feet; thence S 19°4707" E 3rJ.29 feet; thence S G9°41'59" W 4-75.15 feet; thence S 53°58'47" E 32f.3$ feet; thence S 15 ° 18'06" W 1 60.88 feet; thence 103.21. feet along the arc of a 575.00 foot radiu> curve to the right, having a central angle of i0°1T03°, and subtending a chord bearing S 20°26'38" W 103.07 feet; thence S •25°35'09" W 254.73 fleet; thence 103.69 feet along the arc of a 550,00 font radius curve to the right, having a central angle of 10°48'06", and subtending 1 chord bearing 5 30°59'12" W 103.54 feet; thence S 3G°23'15" W 58.07 feet; thence 153.16 feet along the arc of a 340.00 foot radius curve to the left, having a central angle of 30°51'55°, and subtending a chord bearing S 20°5718" W 180.9, feet; thence S 05°31'20" W 179.78 feel.; thence 86.00 feet along the rr, of a 27000 foot radius curve to the right, having a central angle of 18°1x'00", and subtending a chord bearing S 14°38'50° W x5.64 feet; thence S 23°46'20" W 41.19 feet; thence 83.77 feet along the arc of a 460.00 foot t'adius curve to right, having a central angle of 10°26'0.1", and subtending a chord bearing S 28°50'21 tJV 83.65 feed thence S 34° 12'22" W 18.87 feet; thence 14$.26 feet along the arc of a 337.00 foot radius curve to the left, having a central angle of 25°12'22", and subtending a chord bearing S 21°36'11" W 147.0E feet; thence 5 09°00'04" W 256.8$ feet; thence 198.43 feet along the arc of a 2030.00 foot radius curve to the left, having a central angle of 05°3F'02", and subtending a chord 4earing S 06°11'59" W 198.35 feet; thence S 03°23`8" W 521.83 feet; thence 128.69 feet along the arc of a 210.00 foot radius curve to the right, having a central angte of 35"06`41", and subtending a chord bearing, S 20°57`19" W 126.69 feet; thence S 38°30'39" W 264.$9 reet; thence 74.00 feet along the arc of a 310.00 foot radius curve to the left, having a Central angle of 13°~i-0'39", and subtending a phord bearing S 31 O4Q'20" Vl! 73.83 feet! thence 8~1,5J feet along the arc of a 381.24- fioot radius curve to the right, is ~i: ;k 1?; O5; 00 1?:03 ~ ~ ~~4109 A~15 50 t9 `~ L' .' G flf INr, +: ._....._......... _,:., ,~:, SC~.~M_lJls :~ 5 - ~ r~005 17aving a central angle of 12°42'45, aril subtending a chord bearing S 31 ° 11'21 " W 84.41 fleet; thence S 37°32'43" W 377.G8 feet; thence 7_39.00 feet along the arc of an 3£t5.00 foot radius curve to the Left, having a central angle of 35°34'07", and subtending a chord bearing S 19°45'4:0" W 235.1$ feet; thence S 01°58'36" W 217.74 feet; thence 350,94 feet along the arc of an 1130.00 toot radius curve to the left, having a' central angle of 17°~-739", and subtending.a chard bearing S 6°55'13 E 349.53.fieet; thence S t5°49'03° E 3~1-8:13 feet; thence~320.88 feet alongthe arc 985.00 foot radius curve to the-Ic of ai .ft, 'having.a central angle of 18°39'54-, and subtending a chord. bearing S 25°09'00" E 319.4E feet; thence S 34°28`57" r_ 290.94 feet; thence X26.20 feet. ~(ong the arc of a 440.00 foot radius curve to the right, having a.central angle of 29°2.719", and subtending a chord bearing S 19°~v'18" E223.72.feet; thenca S D5°t71'38' E 108.2E feel; thence-153'.61 feet along. the- arc of a: 605.00 foot radius. curve to the left, having a central angle of 14°32'51:", and'subtending a. chord bearing S' 12°18x0'4" E 153:20`feet; thence S. 19°34'2'9" ~ 927.9a~ feet; thence. 61.G2 feet along;the-arc of~a 650.00 foot radius CUtVe tQ the right; having a central angle of 05°25'54" and_ subtending a chard feet alor the a '32_" E 61.60 feet,- thence•S 14°08`3x"" E 32.44 feet; thence 56.7$ bearin . >~16 5 rc of -r 380.00 foot radius curve to the• left, having a central angle of 08°33'39", and subtending a chord bearing S 18°25'24" E 56.72 feet; thence S 22°42'13" E 196.29~feet; thence 205.79'feet along the_arc ofa 555.00 foot radius curve to the. right, having a cenfr$I angle' of 21°14'41". and subtending a chord bearing S t2°04'53° E 204.61` feet; (hence $ 01°27_'32" E 110.77 feet; thence 24-2.37 feet along the arc of a 28x.00 foot radius curve to the right, having a central angle of 48°43'34", and subtending a chord bearing S 2?.°54.''15" 1N'"23514. feat; ' thence S 47°1'6'02" W 31.10.feet; thence 140:3$.fee•talong-the arc-of a 205.00 foot radius curve to the. let't, having a. cenfraC angle of 39 °'13'45", and subtending a ch®rd bearing S 27°39'10" W 1.37.63 feats'"thence S 08°02`17" W 167:78 feet; ' thence 245.32 feet along the arc of a ?_80.00 foot radius curve to the left, having a r_entral angle of 50°1'l'a4", and subtending a chord bearing S 77°03'x.0" 1=.237.54 ' feet; thence S 42°OrJ'37" ~ 161.75 feet; silence 11~-.5$ feet along the arc of a 470'.00 foot radius curve to the left, having a central angle of 13°58'06", and . subtending a chord bearing S 49°08'39" E 114.30 feet; thence S 56°0742" E' " 29.66 feet; thence 205.1n- feet along the arc of a 455.00 foot radius curve to the ' 'g g g 25°49'58"; and ,ubtending a chord bearing S 431°12h43"nE203.41rfeet then eS'30°1744" 1+190.4fi'feefi;thence558°42'16" W 20.00 feels thence 305.29 feet along the arc of a 600.00 foot radius curve to the righT, having. a central angle ofi 29°09'12", ancf subtendimg a' chord bearing S 15°43'OII"~C- 302.01 Feet; thence S 01°08'32 E 124.99"feet; thence 9J:86 feet 10 18 32 and subtendin a. chadius curve to the left, having a central angle of along the arc of a ~a5.Od9oot ord bearings 06~'~17'49" ~ J9:72 f2et;'fhence S 11 °2705'" E ~J2.39 feet; thence 700.24. feet along the arc of'a• 625.00 foot radius curve to the right, having a central angle of 09°11'2.", and subtending a cFiord bearing• S 06°51'24" E 700.13 feet; thence S 02°15'x" E'°13~.~'3 feet; thence 244.52 feel along the arc of a 310.00 foot radius curve fo the left, having a central an to of 45 0 1'37°, and subtending a chord bearng~S 2d:°51'31'" E 238:23 feet; thence 5 47 27 20 E 327.00 feet; thence 134.78 feet along the arc of'an 8~1-3.51 s.~~~aa ~~~•, ,. -2- ' ,. ... ~,~ i i iJ- U 1.G ~: i i ~ is •~ .u ~ t ~ 3-f~=, 3t~3n n1 0^: p 6 " Od x$989 8.1~ 5918 C rt INC ~ 808 . ,. Y • f:!. "!.. ~`. . '.`, foot radius curve to the left, haying a central angle of 09°09'21 ", and subtending a 1:: chord bearing 5 52°02.00" E 134.65 feet; thence S 56°36'40",,E 174.69 feet; ;'. thence 194.59 feet a3ang the arc of a 342.5?_ foot radius curve to the right; having a central angle of 32°33'03", and subtending a chord bearing S 40°20'09" E 131.9II feet; thence S 24°03'38" E 42.QG feet: thence 322.62., feet along the arc of a i 210.00 foot radius curve to the ,right, having a central angle of 88°01'23", and subtending a chord bearing S 19°57'04"'W 291.82 feet; thence S 63°5745" W • 393.69 feet; thence 216.86 feet along the arc of a 235.00 foot radius curve to the left,, having a contra[ angte~ of 52_° 52'26", and subtending a chord bearing ' S 37°31'33" W .209.25 • feet; thence 7.77.12 feet along the arc of a- 235.00 foot ' ~aduus curve to the left, having a central angle of 67°33'50", and subtending a chord " bearing S 22°41'35" E ?_61.34-feet; thence S 5f°x$'30" E 173:20 feet; thence 411.96 feetatong the arc of a 325.00 foot radius curve to the right, having a central angle of 72°3T34", and subtending a: chord bearing 5 20°09'44" E 3`84;93 feet; ' "`°% thence. '" S 16°03'04° W 45.92 feet; (hence . S 76°25'25" W 506.26 feet; thence N 04°06'11"'1N 353.44-fleet; thence N 75°48'08" 1N 228.11-feet; thence . S 54°46'38" W G20.fi0 feet; thence N 04•°06'11"' W 705.9£3 feet; thence N 83°29'03"~ E 916.10 feet; thence 2~•1.6!L feet ahng the arc of a 255.00 foot ' '` radiu> curve to the right, having a central angle of 54°1739", and subtending a chord bearing N 36°48'56" E 2.32.70 Peet; thence N 63°5745" [ 399.63 feet, thence 291.90 feet along the arcof a 190..00 foot radius curve to the• left, having a , central angle of £38°01 `23", aril subtending a chord bearing N 19°5704" E 264A3 feet; thence N 24°03'38" W 42.06 feet; thence 183:23 feet along the arc of a 322.52 foot radius curve to the left, having a central angle of 32°33'03", and subtending a chord bearing N 40°20'09" W 180.78'feet; thence N 5G°3'6'40" W " 174.69 feet; thence 137.99 feetalong the arc of an 863,51 foot radius curve to the ' right, having a central angle of 09°09'21 ", and subtending a chard bearing . N 52°02'00" W 137.£34 feet; thence N X7=7°2720" W 327.00 feet; thence 260.30 ' feet along the arc of a 330.00 foot radius curve to the right, having a centraCarigte ' of 45°11'37", and subtending a chord bearing N 24°51'31" W 253.60 feet; thence N 02° 15'43" W 132.63 feet; thence 97.03 feet along the arc dfi a 605.Ob foot radius curve to the left,having a central angle of 09 ° 11'22", and subtending a chord bearing N Of°51'24" W 96.93 feet; thence IV 11°27'05" W 9239 feet; thence 103.4E feet along the arc of a 575.00 foot radius curve to the right, fiav3ng a central angle of 1Q°18'32", arid. subtending a chord bearing N 06°1T49" VA 103:32 feet; thence N Q7 °pt3'32" W 124.09 feel;""thence 295.12 feet along the arc of a' 580.00 foot radius.curve to the left, having a central angle of 29°09'12", and subtending a chord k bearing N 15°33'08" W 291.94 fret; thanes iQ 30°1T44~" W 19~1.4G feet; thence i N 59°42'16" C= 20.00 feet;. thence 196.1 ~ feet along the arc of a 435.00 foot radius curve to the left, having a central angle of 25°49'58", and subtending a chord bearing N 43°12'4.3" W 194.47 feet; thence N 56°'07"42" W 29.66 feet: thence ' 119.46 feet along the are pf a 400.00 fao't radius curve to the right, having a central h t ~, ~ R ~ ~ ~~ ~w~ ~. -3- r _.... . ~_ i _. _ .... ; .. ." 1~/~~5/00 1~:U5 2Y5fl9 fl•15 5~•8 ; G T[ INC ~UU7~ !~ angle of 13°58'06", and subtending ~ chord bearing N 49°08'39" W 119.16 feet; thence N 42°b9'37" W 161.75 feet; thence 262.$4 feet along the arc of a 300.00 foot radius curve to the. right, having a central angle of 50°11'54", and subtending a chord bearing N 17°03'~i0" W 254:51 feet; thence N 08°02'17" E 167.78 feet; thence'154.05 feet along the. arc ofa 2?.5.00 foot radius curve to the right, having a cents! angle of 39° 13'45",and subtending a chord bearing N 27°39'10"` E 151.06 teat; thence M' X17°16'02`" C 31.10 feet; thence 2?_5.36 feet along the art, of a 265.00 foot radius curve to tl-le. left, having a central angle of 48°43'34", and ' subtending a''chord bearing N 22°54`15" E 2't$,63 feet;. thence N 01°2732" W 110.77 fleet; thence 198:37"feet along the arc of a 535.00 foot radius curve to the left, having a~ central angle of 21 ° 14'47 °, and subtending a chord bearing N.12°04-'53" W 197,24feet; thence N 22°42'i 3" W 196,29 feet; thence 59.77 feet - a[ong.th~arc: of a 400.00 foot radius curve to thr right, having•a central angle of 48°33`39", and-subtending.a Chord'bearing N 1$°25'2-"' W 59`.71 `feet; thence N 14°p8'35"'W 32.~i.0'.feet;.t~ence 5rJ_y3 feel alongthe arcofa 63b.00 foot radius cuwe• to the left, having a- rentral angle of 05°25'5.4"; and- subtending a chord bearing_N 16°51'32" W 59.70 feet; tlienre•N 19°3~i-'29" V1! 927 9$ feet; thence 158.69 feetatong the arc of a 625.00 foot radius curveto the right, having a central angle of 14°32'51", and subtending a chord 6earing•N 12°18'04"' W 158.26 feet; N o5°01'38" W 10$.26 feetT thence 215.59 feet along the arc of a 420.00 foot radius curve to the left, having a central angle of 29°2T 19", and subtending a chord bearing•N 19°45'18" W: 213;55 feet; thence N 34°28'7" L1/ 290.94 feet] thence 3'27..39 feet along the arc of a 1005.:00 foot radius curve to the right, having a central angle-af 18°3~3'S4-", and subtending a chard bearing N 25°09'OCf" W 3~5.J5`fieef; tf~enee N 15.°49'03" W 348.13' feet; thence 357:15 feet along the arc of'a 1150.00 foot radius curve to the right, having a central angle of 17°4739"; and subtending a' chord bearing N 06°55'13" W 355:72 feet; thence N`01 °58'35" .E 217.74"feet; thence.251.42 feet along the arc of a 405.00 foot radius curve to the right, having a central angle of 35°34'07", and subtending a chord bearing N T9°45°40" E 24-7.40' feet; thence N 37°32'43" E 977.68 feet; thence 80..1'5 feet along the arc of a' 361.24= foot rad[us curve to the left, having a central angle of 12°42'43", and' subtending a.chord bearing N 31°11'22" E 79.98 feet; thence 78.78 feet song the arc of a 330.00 foot radius curve to the right, having a central angle of • 13°4d'47 ", andaubteriding a chord bearing N 31 °4t'f'19" E 73.59 feet; thence N 38°30'39" E 2f4-.$9 feet, thence 716'.43 feet along the arc. of a 190.06'foot radius Curve to the Left, having a central angle ofi 35°06'41", and subtendng•a chord bearing N 20°5719" E 114, fit feet; thence N 03`°23''58' E`521':83~ feet; thence 200.3$ feet along the art, of a 2050.02? foot radius curve to the right, having a central angle of 05°30'02", and subtending a chord bearing N`aG"°'11'59" E 2d0.3C7"feet; thence N 09°00'00" t= 256.88 feet; thence 157:05 feet along the arc of a 357.00' foot radius curve to.the right, having a central. angle of 25°T2'22"; and subtending a chord bearing N 21°36'11" 'E` 155.7~J feet; thence N"34°12'22" E 18.87 feet; thence 80.12 feet along the arc of a 440.00 foot radius curve to the left, having a ' feet thence N 23 46'201E 41 1 J feeththen e 7J.63bfeet along the a9 of a 250.00 foot radius curve to the [eft, having a centratangle•of 1$°1$'Op", and subtending a` ' ` r ,g~'". -~- L/05/!10 1_:00 'j$'009 0~(-x_50-13 S G bf INC -.. DJ 003 n ^ d4""~ , ._ i chord bearing N 14°38'50" E 79.29 feet; thence N 05°31'20° E 179 78 feet; thence 193.93 feet along the arc of a 3G0.00 foot radius curve to the,right, fiaving~ a central" " angle of 30°51`55", and subtending a rhQrd bearing 1V 20°5718° E T91.G0 feet; thence N 36°23'15" E 58.07 feet; thence 99.92 feet along the arc of a 530.00 foot radius curve to the left, having a central angle of 10°4$'~S6" and subtending a chord bearing, N '30°55'12" E' 99,.77 feet; thence N 25°35'09" E 254.73 feet;. thence 99.62 fleet along'the arc of a' 555.Q0 foot radius curve to the left, having a central angle of 10°1703"', and subtending a chord bearing N 20°26'38"'"E-99.49 feet; thence N 15°18'06° E 168.45 feet; thence 80 31 feet along the arcof a 375.00 foot ......a, ci,o dbe ~e~o th on ht, having a central angle`of'~12a16"1't", and subtending a 9 'n N 21 26 11 E 80.15 feet, thence N 27°34'17" [ 1.63.93 feet; thence 11 G.03 feet along the arc of a 230.00 foot radius curve to the left, having, a central angle af-28"54'17", and subtending a chard bearing ~t 13°0708" E 114.8'0 "feet; thence S $2°13'00" 11V 27$.8 feet to the .point of beginning, containing 37.07$ acres'more or less. ' :.; ~r ~a ,,~iri ;. -5- ~ ~~ County of Pit3cin } AFFIDAVIT OF NOTICE BY } ss. POSTING OF A VARIANCE HEARING State of Colorado } BEFORE THE PITRIN COUNTY BOARD OF ADJUSTMENT The undersigned, being first duly sworn, deposes and says as follows: I ~ ~j,2ol~ ~~~~~121~ , being or representing an Applicant before the Pitkin County Board of Adjustment, personally certify that the attached photograph fairly and accurately represents the sign posted as Notice of the variance hearing on this matter in a conspicuous place on the subject property (as it could be seen from the nearest public way) and that the said sign was posted and visible continuously from the 2 h d day of ~U~'ys 7^ 19~, to the ~~'dl day of s~'~'~`~l~~'~ 19 gam. (Must be posted for at least nine (9) full days before the Applesant's subscribed and sworn to before me :his ~~~ day of `=~,~ ~~:>tif~~~~-, L9~, by ,~!/tE frq~~R~ JITNESS MY HAND AND OFFICIAL SEAL. 4y Commission expires:1~-~~`~%`1 ~- 7 Notary lies Si, nature car '`i~f i~-~r' ~-'~~ ~~'~/F<. rY~ ~~ ~~L-i C_°__-` Address ~~~ #337239 id/cj7y91 15:54 Re~^`y;,U~j ELF. 658 F•G 583 ;. ° Cnt ~""""" ~ ?Silvia Davis Fi`tk.in' y clerk, Doc ~.nc> a. A • •4' ~ i -i_`•wW t'e4v hSP x[o m3 a>vd C v ~.. •• RLSOLUTION OF` "THE' PITKIN`CO~~" ~ ,` COLR~ADO ~"~~~ " BOARD OF ADJII$TNENT . z ~ ,:, , .,, ~._ . GRANTING SETBlICR'RELIEF'" FOR WILISCAT" RA~Ii~g' L'YD;` '"' "` RESOLUTION NO. 91-d2 WHEREAS, Wildcat Ranch Ltd „ owner of a tract of land situated at Wildcat Ranch, Section 13, 14, 23, 24 and 25, Township 9'South, Range 86 West, requests a 6 foot height variance, where 12 feet is required per the Pitkin County Land Use Code, for construction of a boathouse;' and ..., WHEREAS; the sulijeot property is within the unincorporated area of Pitkin County, Colorado, (as described in Eithbit "A", attached); and, WHEREA ~ the Board of Adjustment is nested with the power to grant or den ~ such variances b virtue of Title II, Section 16-1.3, Pitkin County Code (Land Use Code) and Colorado Revised Statutes, 1973, 30-28-118(2) (C); and, WHEREAS', based on the evidence presented, the Board of Adjustment makes the following findings: 1. Proper notice procedures, including the notification of all adjon5.ng property owners, has been shown by the applicant. 2. The required hardship or practical difficulty has been established. 3. Granting such relief will not cause substan- tial detriment to the public welfare and will not substantially impair the intent and purpose`of the Zoning Resolutions and the zoning maps. NOW, THEREFO1tE, BE `TT°'RESOL~ED'~by"the~Board ~of Adjustment, that a 6 foot height variance has been granted, due to unique conditions of the property not created by the applicant, as per the plans submitted (Exhibit "B"), for construction of a boathouse. WARNING: Any violation of the terms of this resolution may result in rehearing and possible, revocation. _. _. ,.. ..N. ~,.w,..,;_ .._.,.,,,, a a w, .., : ~ , • , ,. #~,., .. ,.., ~~7^3q 1U/0'/91 1.°i:54 Rec~.U~? Bk:: 658 F6 584 •---_--. Silvia Davis, F'itk:in Cnty Clerk, Doc ~.U~? ,._- Resolution 91-,~~ Page 2 The Resolution was adopted by vote of the Board of Adjustment of the County of Pitkin, State of Colorado. DATED: September 3, 1991 The Board of Adjustment of Pitkin County, Colorado ATTEST: ~~.•,.-~ Ci dy L. Christensen, Secretary KancYi Sha f an, Chairman ~~~v u~ L~A~•.. I~LI~LVI ll_I\ ll~lU .1~ reel 1 .u~lrf•Y"i ,.. lY/05/a0 125n~ g~Og O~5O:fg S G of INC cn"" • < / ~flMllESER GOkOON ..•V,. 7=1~ ~J=1LTy ' ilRl1 Grend SLR -1.'C116~'!: p 4 QJ 004 iue, Suite 2-E gs, Colorado 81601 (3(a3j ~J2~r65O1 98 ('~ F2x i ~r/fi,~iT ~ 4 December 1990 Job X8195 39 1~?/h7/91 15.,4 Fec Silvia ISavis titkin~Cnt C~ Gn $~ bSB~PG 585 r y `I er k: , Doc ~:"~70 " DESGRIP710N -'PATH1=RfNG PARCL[. ` land situate in Sections 13, 14, 23, 24 and 25, Townshi 9~ South, Range 8 West of the 6th P.Nt., being more p~articu-ariy descried as:fotlows: Beginning at a point whence the NW corner of said Section 73 bear< N 27°2TY3°2" W 1~~~ feet, thence N 24°21'58' 1~l~~`_QrY feeet; N 72°28'03" E 620 77 feet, thence S 64°33'15" E 506 93 feet; tl S 22°31'32' W" 383 76 feet, thence S 19°4707" !: 359 29 feet; 7 S 69°41'59" W4-`75 15 feet thence S 53°58'47"">_ X2'6:$ feet;., S 15°18'b6" W 760`88v~eet;~ttiencee103".2.1 feet along the arc of radius curve to the right, having a central angle of 70°1T03";'ari chord bezrin S 20'026'38° W" 103.67"feet; thencE thence 703;G9 feet along the arc of a 550 00 foot r -• kind wy.a.x a central angle of 10°~`8''b~°,~and subtending a c 103.54 feet, thence S 36°23'75° 17V 5F3 07 feet; th of a 340.00 foot radius curve to the left, having a c subtending a chord bearing S 20°5T18" 1iy 780.8 179.78 feet; thence 86`.00 feet along the arc of a right, having a central angle of 18°15'QO", and 14°38'50° W 85.64 feet; thence S 23°4f'20" W along the arc of a 460 p~3' faot radius curve to ri 10°26'01'", and subtendirig'a chord,bearing S 28°b 34°12'22" W 1$.87 beef; thence 748.26 feet along curve to the left, having a central angle of 25°12 bearing S 21°36'91" VI~"~147.~f'i~`feet; thence S 09°i 198.413 feet along the arc of a 2030 00 foot radius ci angle of 05°36'02:", and sy~tencling a chord bearing thence S 03°23';8'''VV 521;83 feet; thence 128'.69` foot radius curve to the right, :having a cent~a! angle ence ,, ice. nce ' race 575.00 foot Ubtendinp a s cuf:ve to the right, having i bearing S 30°59'12" W 183.16 feet alorig'the arc at angle of 30°51'55`, and t; thence S 05°39'20" W )b'foot radius curve to the ending a chord bearing S 9~`feet; thence 83.77 feet having a central angle of ""~~N~3:~5'~feet,~fhence S arc of a 337.00 foot radius and subtending a chord 0" tN 2'Sfi.$$ fleet; flaence to the,left, having"a central i the arc of a 210.00 41 ", and subtending o e central a~ aring S 20 57 1~J W 12G.69 feet; thence S 38°30'39" V1/ 264`9 feet; 00 fleet along the arc of a_ 3'I0.00 foot radius curve to the (eft, having a feet; t gle ofi 13°40'39", and subtending a Chord bearing S 31 °40'20" W`73.83 hence 84.59 feet along the arc of a 381.24• foot radius curve to the right, 1?/05~ 00 1~:Oa 'Ij'10J 045 5fl•t8 S G 11f INC X005 • #33739 i~?/D?/91 15:54 Fee ~.0~7 EsY•. 658 F•G 586 Silvia Davis, Fitkin Cnty Clerk, Doc ~.U~~ _ , having a central angle of 12°42'4-5, and subtendinga chard bearing S 31°11'21" W 84.41 fleet; thence S 37°32'43" W 377.68 feet; thence 239.00 feet along the arc of an 385.00 foot radius curve to the left, having a central angle of 35°34'07°, and subtending a chard bearing S' 19°45'40" W 235.18 feet; thence S 01°58'36" W 217:74-feet; thence 350.94 feet along the arc of an 1130.00 foot radius curve to the left, having a'central angle of 17°4739", and subtending.a.chord hearings 6°55'13 E 34-9.53.fieet; thence S 15°n9'03" E 348.13 feet; thence•320.88 feet afongthe arc of a• 985.00 foot radius curve to the-left, having.a~ central angle of 18°39'54, and subtending a chord. bearing S 25°09'00'" E 319:46: feet; thence•S. 34°28'57" r 290.94 feet; thence 226.20 feet. along the arC of a 440.00 foot radius curve to the right, having a.central angle of 29°27'19", and subtending a chord hearing S 19°4,ri'18 `' E 223.72.feet;.thence~S 05°01'38' E 108.2G feet; thence 153.61 feet along. the arc of a; 605.00 foot radius: curve to the IefT, having a central angle of 14°32'51.", and subtending a'. chord bearing S' 12°18.'0'4" E 153.20'feefi thence S. 19°34'29'" E92T.95' feet; thence.6T.6Z'feetalong;the•arc ofia 650.00 faatradius curve to the right; having a central angle of 05°25'54"; and. subtending z chord bearing S 16°51'32_" E 61.60 feet; thence•S 14°08'35"' E32.40 feet; thence 56.78 feet alongahe arc of x.380.00 foot radius curve to the•left, having a central angle of 08°33'39", and subtending a chord bearing S 18°25'24" E 56.72 feet; thence S 22° 42' 13" E 7 96.29 feet; thence 205.79 feet along the arc. of a 555.00 foot rxdiu curve to the. right, having a central angle of 21°14'41";. and. subtending a chord bearing S 12°04'53" E 204.61` feet; thence S 01 °2732" E-1 i 0.77 feet;. thence 242.37 feet along the arc of a 285.00 foot radius curve to the right, having a central angle of 4$°43'34", and subtending a chord bearing S 22°54'15" W 235.14 feet; thence S 47°16'02" W 31.10. feet;. thence• 14-0.36'•feeT atoncxthe arc of a 205.00 foot radius curve to the.left, having a. contra[ angle of 39° 13'45", and subtending a chord bearing S 27°39'10" W 137.63 feet; thence S 08°02'17" W 167.78 feet; thence 245.32 feet along the arc of a 7.80.00 foot radius curve to the left, having a central angle of 50°11'54", and subtending a chord bearing S 17°03'40" E.237.54 feet; thence S 42°09'37" E 161.75 feet; thence 114.58 feet along the arc o. a 470.00 foot radius curve to the left, having a central angle of 13°58'06", and . subtending a chord bearing S 49°08'39" C- 114.30 feet; thence S 56°07'4-2" E 29.66 feet; thence 205.14 feet along the arc of a 455.00 foot radius curve to the right, having a central angle of 25°49'58"; and subtending a chord bearing S 43° 12'43" E 203.41 feet; thence S• 30°17411-" E 190.46 feet; thence 559°42'16" W 20.00 feet; thence 305.29 feet along the arc of a' 600.00 foot radius curve to the right,. having. a central angle of 29°09'12", and subtending, a' chord bearing S 15°43'08" E 302.01 feet; thence S 01 °08'32 E 124.99: feet;'thence 99.8E feet along the arc of a 5x5.00 foot radius curve to the left, having a central angle of 10°18'32", grid subtending a. chord bearing•S 06°1749" E 99.72 feet; thence S 11 °27'05" E 92.39 feet; thence 100.24 feet along the arc of a• 625.00 foot radius curve to the right, having a central angle of 09°11'22", and subtending a chord bearing•S 06°51'24" E 100.13 feet; thence.S 02°15'43" E'132.63 feet; thence . 244.52 feet along the arc of a 310.00 foot radius curve to the left, having a central t angle of 45°11'37", and subtending a chord bearing S 24°51'31" E 238.23 feet; thence S 47°27'20" E 327.00 feet; thence 134.79 feet along the arc of an 843.51 -2- ~ ... :~.. ~ , ~..:_~•__~~ ll_I. .~U.U .1. 's-'.AJ 1_:l 1'I'I JU J Iv 's''1-lilY "U.J~I l~l iSN 6 o ~ ~' ` .,..~,:. -/n5/94 1_:0:1 "(Sa09 05448~~~rt7239 ~C~%~?/91' .~1J~5}'S4~R c ~. ~J(3 &f': ~Ei58 F'G . ~06•. ' Silvia Davis, Fitkin Gnty 1lerk:, Doc ~.a~? ,.. foot radius curve to the left, having a central angle of 09°i~9'21 ", and subtending a chord bearing S v2°02'OQ" E 134;G5 feet; thence, ~ 56°36'40'"'l; 174.69 feet; u ._ ~~. thence 134.59 feet alang`the arc"of a 342':52 foot radius curve to the right, having a central angle of 32°33'03", and subtendinga chord bearing S 40°20'09" E 191.9II feet; thence S 24°03`38" E 42.06 feet; thence 322:62 feetalong the arc of a 210.00 foot radius enrve to the, right, having a central angle of 88°01'23", and subtending a rhord bearing S 19°5704" W 291.82 feet; thence S 63°57`45" W • 399.69 feet; thence 216:86 feet along the arc of a 235.00 foot radius curve to the left, having a central angle• of 52°52`26", and subtending a~ ciiord'bearing S 37°31'33" V11 209.25'•feet; thence~277a2 feet along the arc of a 235:00 foot radius curve to the lefi, having a central angle of 67°33''50"; and sub'Cendin"g a chord hearing S 22°4-1'35°' E 761.34-.,feet; thence 5~5~°2$'~0" E' 773;0 Ni`eet thence 4.11.9E -Feet aloncdahe arc of a 325.00 foot radius curve fa the right, Having a central angle of'72°3'j"34", and subtending a: chord bearing S 20•°09'44-" ~ 384;93 feetF `' thence. _. S 16°09'04" 1N 45.JZ`feet; thence' . ' _ ,_ S 76°25'25" W 506.26 feet; thence.. N 04°OG'11"~W 353.44 feet; thence N 75°48'0$" 1N 228.1,4 feet; thence . S 54°46'3$" W 620.60 fret; thence ~ ' N 04°06'71"' W 705.9$ feet; thence N 83°29'03"' E 916.10 feet; thence 21•.64 feet along the arc of a 255.00 foot radius curve to the right, having a central angle of"54°1739",and subtending a chord bearing N 36°48'56" E 232.70 feet;"thence N 63°5745" E 399:69 fees; r.'. .. ^... 3 .: thence 2~J1.90 feet atohg the arc of a 190.00 foot radius curve to #he• left, having a central angle of $$°01'23", and subtentling a chord bearing N 19°57'04" E 264:03 feet; thence N 24°03'38" W 42.05 feet;"thorrce 1'83 23 feet along the arc of a 322:52 foot radius curve to the ~ left, havingT' a central atlgle of m3`2°33'63", and subtending a chord bearing N 40°20'09" W i$0.78' feet; thence N 56°3G'4d" W 174.G9 feet; thence 737.99 feet along the arc ofan 8Ei3:51 foot radius curve to the ' right, having a central angle of 09 °09'21 "; and subtending a chord bearing ' .. any. nrm av /XM m y' N 52°02'00" W 'i37.$4 feet; thence N 47°27'`0" 1'71% ~"~:7:~'0 s=ect; thence X60:30 feet along the arc of a 330.00 foot radius curve "to the ngfit, having a central angle of 45 ° 11'37", and subtending a'chord bearing N 2d-°51'31" W 253 60 feet, thence N 02° 15'43" W T32.63 feet; thence 97.03 feet along the`aYc•of`a 00;00 fdot radius curve to the left,having a ceritial angle of 09°'T1'22", andPsubtending a chord bearing N OOi°51'24" W 98.93 feet; thence N 11°27'05" 111W 92.39 feet; thence i63.4f feet along the arc of a 575.00 foot radius curve ir® t17e rig"h~;"having a centra'i angle of " 10°'18'32", and subtending a chord bearing N 06°1T49"`V17 103_:32 feed; thence N 07°013'32" VU 124.9~J feet; thence 295.12 feet along the arc 'of a'S80.00 foot radiusgcurve to'the loft, having a central angle of.29°09'12", and subtending a chord bearin N 15°43'08" W 291.94 feet; thence N30°17"'4.4:" Vt! 19b:4~6 feet; thence N 59°42'16" L- 20.00 feet; thence 1 ~J6.13 fleet along t(e arc'of a 435.00' foot radius curve to the left, having. a central angle of 25°49'68",y'and subtending a chord bearing N 43°12'43" W 194.4-7 feet; thence N >$b0"7"`4~:"`Vf!"29~G #'eet; thence 119.46 feet along the arc of a 490:00 foot radius cUive tb tfie rTght,~having a central ' -3- IY/fi5~ft6 1":175. .259(19 ~5 5;1:19 ._ • •,S'C n( INC .,.... _ ..: __ .... „~..__~..,.,,.« . . ,-,. ~ 007 ' #33r~34 SCI/n~/qi 1.x,;54 kcc $.C~t~ ~st:~ 658 F'Ci 588 -~ Silvia Davis, Nitx.in Cnty Clerk, Doc ~.t~ti - ~ ~ !~- ang[e of T3°58'06", and subtending a chord bearing N 49°08'39" W 119.16 feet; thence N 42°09'37" W 161.75 feet; thence 262.84 feet along the arc of a 300.00 foot radius curve tp the right, having a central angle of 50°11'54", and subtending a chard bearing N T7°03'40" W 254.51 feet; thence N 08°02'17" E 167.78 feet; thence 154.05 feet along the. arc of a 2.25.00 foot radius curve to the right, having a central angle of 39° 13`45", and subtending a chord bearing N 27°39'10" E 151.06 feet; thence. N 47°16'02" E 31.10 feet; thence 225.36 feet along the arc of a 265.00 foot radius. curve to the left, having a central angle of 48°43'34", and subtending. a. chord hearing N 22°54`15" E 21$,63 feet;. thence N 07°27'32" W 110.77 feet; thence 198.3Tfeet along the arc of a 535.00 foot radius curve to the left, having a• central angle of 2T ° T4'4.1 ", and subtending a chord bearing N.T2°04'53." W 197.24feet; thence:N 22°42'13" W 19G.29 feet; thence 59.77 feet along.theara ofa• 400.Or7 foot radius-~curve•to the right, having a central angle of 08°33.`39", and-subtending.a chord bearing. N T8°25'24"''W 59'.7T feet; thence N•14°Og'35"'W 32:40'.feet;.thence 53.73 feet along,the arcpfa 830.00 foot radius curve- to -the left-, having a-central angle of 05°25'54"; and- subtending a chord bearing_N 16°5T'32" W 59.70 feet; thence-N 19°34'29" W 927.95 feet; thence 158.69 feet along the arc of a 625.00 foot-radius curve to the right, having a cenval angle pf 14°32'51", and subtending a chord bearing•N 12°18'04"-W 158.26 feet; N 05°01'38" W 108.26 feet; thence 215.59 feet along the arc of a 420.00 foot radius curveto the left, having a central angle of 29°27'19", and subtending a chord bearing-N T 9°45'T 8" W. 213.55 feet; thence N 34°28'57" W 290.94 feet; thence 327.39 feet along the arc of a 1005.00 foot radius curve to the right, hav'Ing a central angle of T8°39'54", and subtending a chord bearing N 25°09'00" W 325.95 feet; thence N 15°49'03". W 348.13 feet thence 357.15 feet along the arc of a 115p.00 foptradius curve to the right, having a central angle of 17°4739"; and subtending a chord bearing N 06°55'13" W 355.72 feet; thence N 0'[°58'38" E 2T 7.74 feet; thence.25T.42 feet along the arc of a 405.00 foot radius curve tp the right, having a central angle of 35°34'07", and subtending a chord bearing N 19°45'40" E 247.40 feet; thence N 37°32'43" E 377.68 feet; thence 80.15 feet along. the arc of a 361.24- foot radius curve to the left, having a central angle ofi 12°42'43", and subtending a.chord bearing N 31°11'22" E 79.9$ fleet; thence 78.7$ feet along the arc pf a 330.00 foot radius-curve to the right, having a central angle of 13°40'41", and subtending a chord bearing N 31 °~t-0'19" E 78.59 feet; thence N 38°30'39" E 264:89 feet; thence 116.43 feet along the arc. of a 190.00 foot radius Curve to the (eft, having a central angle of 35 °06'41 ", and subtending a chord bearing N 20°57'19" E 114. 62 feet; thence N 03°23'58' E 521.83 fleet; thence 200.3$ feet along the arc of a 2050.00 foot radius curve to the right, having a contra! angle of 05°36'02", and subtending a chord hearing N 06°11'59" E 200.30 feet; thence N 09°00'00" E 256.$8 feet; thence 157.05 feet along the arc of a 357.00 foot radius curve to.the right, having a central angle of 25°12'22", and subtending a chord bearing N 21°36'11" E 155.79 feet; thence N 34°T2'22" E 18.87 feet; thence 80.12 feet along the arc of a 440.00 foot radius curve to the left, having a central angle of 10°26'01", and subtending a chord bearing N 28°59'21" E 80.07 feet; thence N 23°46'20" E 41.19 feet; thence 79.63 feet along the arc of a 250.00 foot radius curve to the left, having a central angle•of 18°15'Op", and subtending a -4- ~, 1: /n5in0 1_:(t6 '(5303 n1.6,_53~13 S G li 1NC r~~03 ~~,``. ~~ • _ .. V ~ a ,:;. - . d#3~i2~9 1 ~/h7/91 15:54 F;ec ~. ~?O FiY 658 PC 589,,. Silvia Davis, PitF;in Cnty Cler4k9 Dac ~.C~ir _ chord bearing N 14°38'50" E 7~J.29 feet; thence N 05°31'ZQ" E 179.78 feet; thence • 193.93 feet along the arc of a 3G0.00 foot radius curve to the right, having "a central o " g g or " 60 feet: o ~ " .0 thence N 36 23 15 ~ E 58A gfeett thence 9 9.92 fe°etyaiong the arc of x153 9 ab foot radius curve to the left, haven a central an to of '~0 4f3~OG , and subtendin 'chord bearing. N'30°59`12" E' 93.77 feet; thence N 25°3'5"'09" G 254.73 feet; thence ,. 99:62 feet along the arc of a 555.00 foot r~ldius curve to the left, ~havIng a central ' _..~_> angle of 10°17`03", and subtending. a chord bearing N 20°26'38" ,.99.49 feet; ° r hence 80.31 feet along the arc Of a 375.00 foot thence N 15 18 06. E 168.4 feet; t` radius• curve• to the right, having a centiai angle oi: '7~2~'1`6`11 ", and'subfending a chord beating N 21 °26`11" E 80:15 feettthenceN 27°34'77" E 1.63.93 feet; thence 11gG.03 feet etang the arc of a 20.00 footJrap ius curve 9 thegieft, having9 O feet; an !e of•28~54-'1~", and subtending a chord bearing N 13°0"08" E 11q.~gcentraf thence S 82 13 00 W 278 85 feet to the oint of be lnnin , containin 37.078 acres'more orless. _r,_ ~;o ~ o? 11`1. a~~ ~: ' 0----- ~ - ~~- ~~- Q R -- N Q d ~~ / J 1 ~ 1 -__ ,\ ~ ~ ~i ! ~ F ~ 1~i1 / ~ , ~_ ~, / o G 1! ~ ~m _ r~ ~ ~ o~ ;_ .~ i 2 J i I+I -- ----± i i _x ~' ~~~ ~ ~~ ~~$ o ~ 4;y o.. w.:. ~~ _' _r -~ ~1 _ ~--f l ~~ I~ - -f~? ,~ _~ c ~ ~i~w ~~ `i u ~ 7 n ~ I~ y~ 1 ~.1 ~J Z' o g~ >~~ ~' ~; ~; #3312'9 1U/t:?1l91 15aS4 Fiec ~.OG F~k; 658 F'G 590 -i l~a~..:. i1 .~v. .- C?, +I,~i .-, rr. i-., rl ~o~. 1: nr r- 4 iiri Minutes Pitkin County Board of Adjustment September 3, 1991 Members Present: Members Absent: Staff: Kandi Shaffran, Chairman Rick Neiley Evan Gull Stan Mathis Rod Dyer John Wheeler Ted Guy Joanna Schaffner, County Zoning Enforcement Officer Shaffran opened the meeting at 5:20 p.m. and introduced the Board to those present. Case #91-38. Grizzly Landscape & Nursery Inc 37925 West Hiahway 82 Phil Hedrick was,pre'sent to request a 70 foot front yard setback variance, where 100 feet is required in the AF-l zone district, and a 70 foot Highway 82 setback variance, for placement of an identification sign. Shaffran asked if the sign itself was in conformance with the Code. Hedrick stated that it was. Hedrick showed the Board where the sign will be placed on the property. Hedrick stated that they have done extensive landscaping on the property and want to; include the sign into this"Alandscaping. Mathis asked if the sign was going to be lit. Hedrick stated_that there is going to be one light on at night -- one single beam on the sign. The sign will face Highway 82. Shaffran asked for public comment and there was none. Shaffran moved to grant a 70 foot front yard setback variance and a 7o fo,ot Highway 82 setback variance for placement of an identification sign. Neiley seconded the motion and all were in favor. villaoe _ The applicant has requested that this be tabled until November as they are still going through a ridgeline review. Shaffran moved to table Case #91- 39 until November 5. Neiley seconded the motion and all were in favor. CRRP ~'Q1-d!1 TeFF.~.--0...+ n.....a ~ nt_~__ ..... ~. -,.::- _. c ._ Harry Mayer' was present representing the Jefferies to request a 64 foot front yard setback variance, where 100 feet is required, in the AF-1 zone district., for the relocation of an historic barn. Height variances are i ~~'. !^~ also being requested at this time for this barn and another historic structure which is being relocated. They are being relocated on the Jefferies' parcel. Currently, they are within the 100 foot setback and are proposed to be relocated within the 100 foot setback. When buildings are being relocated, a new building permit is required and need to go through the same review procedure as a new building. These are accessory structures which exceed the 12 foot height limit. Mayer explained how the barns are being moved and where on the property. Shaffran asked for public comment and there was none. After further discussion, Shaffran made a motion to grant a 64 foot front yard setback variance, where 100 feet is required, for placement of a round barn and height variances as needed to maintain the integrity of the historic structure of the structures, as per the plans submitted. Mathis seconded the motion and all were in favor. Robert Smith was present representing the owner to request an 11 foot east side yard setback variance, where 50 feet is required in the RS-20 zone district for construction of a second floor addition to a single-family residence. Andy Hecht, attorney for the applicant, was also present representing the owner. Schaffner briefed the Board on the history of this case. Back when this house was first built, there was confusion as to what zone district this lot was located. Patsy Newberry confirmed for the applicant that it was an AF-1 zone and the house was designed to be 30 feet from the lot line. When it came in for actual review, Chris Conrad reviewed it and determined that this lot was RS-20, which has 50 foot requirements. The previous owner went to the Board of Adjustment (Case #88-28, under Lukins) and received a 20 foot variance which put them 30 feet from the lot line. The request before the Board now is for a second story above the existing footprint. There is no additional setback encroachment, just an increase in development within the setback. Valerie Byrnes, adjacent neighbor, was present to comment on this case, opposing this variance request. She submitted a letter to the Board stating the reason why she opposes this request. The letter was added to the file for record. Shaffran asked what the current square footage of the house was and Smith stated 5,500 square feet with a proposed addition to be 800 square feet, with a total 6,300 square foot house. Byrnes showed the Board where her property lies and that she is the most affected neighbor and that the second story would cut into her viewplane. 2 Hecht mentioned that th it is now located othe file from"Schmuesser further down in a dra existing 1~ouse, but i granted. Hecht 'also si to require'an expansic undue hardship to expa: 7 >_ were compelling reasons to build the house where than design. There are letters in the previous 'don and Pattillo that it should not be built ige swale. The variance is to build above the Cher back then the 30 feet variance that was ed that he believes it would be an undue hardship ,.:. N in an area that is not safe arid` it~would~be'an the house in any other way. Byrnes stated that there is a good field length from her house to this one, but that it is in direct line from every one of her wiriclows and a second floor would further cut into this view. Byrnes stated that she agreed'on the original setback because of a guarantee that no further development would be done and feels it is out of character with the other homes in the area. Byrnes stated tfiat she does not have a problem with them'expandng, but with them expanding up to a second` floor; even though there is presently a second story o21 part of the house. Byrnes stated that at the time of the original variance request, she was given the assurance that there would be no further development and that this was just three years ago. Neiley stated that there is a very limited area on this ,property that can be built upon with the letters from the two engineers clarifying this issue. Neiley also stated that he does not know what else an individual owner can do in a situation as this other than abandon their right to build because of the constraints on the property. Gull stated that the variance being requested is consistent with the way the Board has granted them in the past with the acreage of the lot matching the zone district. After further discussion, Mathis made a motion to grant an it foot east side yard setback variance, where 50 feet is required in the RS-20 zone district, "due to topographical hardships and the site drainage considerations on the site, as shown on the plans subiaitted. Gull seconded the motion and it past with four in favor and Neiley opposing. Bruce Hazard, from'Design Workshop, and Doug Graybill, from Hagman Yaw, were pressnt representing wildcat Ranch to request a 6 foot height variance, 'where 12 feet is required for an accessory structure per the Pitkin County Land Use Code, for construction of a boathouse. Hazard reviewed the request with the Board stating that this' height variance is for the boathouse to be built on the Wildcat Ranch. This boathouse is to be placed on the ranch manager's parcel and`is not the primary structure but an accessory structure. Hazard mentioned that when notsfit the tPitkinBCountyf Land Use Code sas ntheretare no large house" did bodies of water an Pitkin County. This structure was approved to include a certain amount of `habitable space for a common meeting area, a bathroom, and a small kitchen; and also to be used as a storage area for management of the lake. Shaffran asked for public comment and there was none. After further discussion, Gull moved to grant a 6 foot height variance, where 12 feet is required per the Pitkin County Land Use Code, per the plans submitted, due to unique conditions of the property not created by the applicant. Dyer seconded the motion and all were in favor. Shaffran moved to approve the minutes of the August 6, 1991 meeting. Gull seconded the motion and all were in favor. Schaffner asked the Board how they would feel doing a blanket resolution which approving development in Starwood building envelopes approved by the County and which lie within the front yard .setback. The Stanwood Homeowners Association would be making the application for this change and only for those lots where the building envelope lies within the setback. Schaffner talked this over with Tim Whitsitt, County Attorney, and he thought it would be a good idea. Every homeowner in Stanwood would be notified. The Board, after a brief discussion, stated that they would have no objection to reviewing such an application. The meeting was adjourned at 6:30 p.m. Respectfully submitted, Cindy L. hristensen, Secretary Kandi Sha~f-f ran, C airman 4