Loading...
HomeMy WebLinkAboutPublic Notice_Mailing_Lacet Subdivision 130 S. Galena Street, Aspen, CO 81611 p: (970) 920.5090 w: www.aspenpitkin.com 1 NOTICE OF PUBLIC HEARING RE: Lacet Subdivision Public Hearing: Tuesday, April 14th, 2020; 5:00PM Meeting Location: City Hall, Council Chambers 130 S. Galena St., Aspen, CO 81611 Project Location: Lots 1-7 of the Lacet Subdivision (f/k/a East Cooper Subdivision), 403, 406, 407, 410, 411, 414, 415 Lacet Ln., City of Aspen, Pitkin County, Colorado. Commonly known as the Lacet Subdivision Description: The applicant, Thomas Hext and Paulette Perkins, on behalf of the Lacet Homeowners’ Association, requests City Council strike Section 1 of Resolution No. 58, Series of 1994. Section 1 prohibits all development in a 25’ buffer on the west property boundary of lots 1-3 and a 25’ buffer from property line to the south of lot 7. See the attached exhibit for the areas in question. The applicant requests the 25’ buffer for each of these lots be applied as a setback, permitting development consistent with allowed development in setbacks established by the City of Aspen Land Use Code. Decision Making Body: City Council Applicant: Paulette Perkins and Thomas Hext on behalf of Lacet Homeowners’ Association, 152 Haystack Rd., Glenwood Springs, CO 81601 More Information: For further information related to the project, contact Garrett Larimer at the City of Aspen Community Development Department, 130 S. Galena St., Aspen, CO, 970.429.2739, garrett.larimer@cityofaspen.com. Published in the Aspen Times on March 26, 2020 FOUND 4X4 POST WITH PK NAIL ACCEPTED AS THE PROPERTY CORNER z O m D co Lli Li FOUND 4X4 POST AT N 56• 23' 06" W-\ 3.29 FEET POINT OF BEGINNING FOUND REBAR WITH CAP NO, 2376 ACCEPTED AS THE PROPERTY CORNER \_ CORNER No. 5 M.S_. NO. 3905 AM, BUREAU OF LAND MANAGEMENT 3/ BRASS CAP, 1954 h� RIVERSIDE SUBDIVISION i BASIS OF BEARINGS / V 89' 44' O8" E BUCKWHEAT SUBDVISION N 00° i6' W - R 10.0D•� w N 00° I5' 52" W - M 325:fT - M 80.00E 85.00' -: _o :l7" .. / 2e.00• 5000' c 48.0011111 o,l.. a UTILITY EASEMENT _S Oo° 'S' 52^ E L- _ _ _ z I •�/ 4, z3.a2 i 79.97' gl 0o0 4 r` 6D o 74.91E p' q 80.29 - IO 00 32.00E4'o I a 59.9T I to.oa. Q :ti of q Go IGUY = ^y'/ems l°R N J 09!_I5_52" E �1 60_08' o raI NI H IE� E I //. o-o,/' LOT 4 �� y r /� �+ ? N 00° 06' OS" W - M 1 WtREI 45.t0' - 64.78E �.48J 0.I54 ACRES ± 1' 1 66.89'.- M.. LSm� 'o.;o�-re.0o'. .10.00,10.a0'i '1a.60.40.10E \2a ; ro.o0 I // ES-7. I / ! I rI ENVELOPE 2.00• LOT I LOT 2 / ° I N° 0.221 �� M 0.225 ACRES LOT 3 io ACRES ± '� w �� M 0.206 ACRES BUILDING i BUILDING .�� aQ ENVELOPE ° ENVELOPE z 5D' 0 S 0_C6_08" E yT i i� ENVE OPE 2771E ro P ° N {{--/ 0 �yC 19.72E T i 19.87E I �No� (3 1 45.34E 28.44 q5. 39. 70. 1 �O/ 45.65E \ 30-.39 1 _ N p 45' I,-W 71.76E L p N 44. 11 5]' 23" W f'S - I 10.62E LIT I � S63.33E J ^ 5'01• 31.40iE t 1qkSS AND 0/. 225 S 02° i8" E N 02° 45' 18" $4.0536 41 n 02°45I: 8.53E 79.04•0UTILITY EASEMENT C / 39"A92' / ],b' >'E'OEs?RIAN EASEifEHT / S 022_45.18" E_60_22'_ _ 1.- 50.18E `� , 31.12E T a I SUP-DINGe- W r to R0 23.f0 { I ENVELOPE \o� 64 tail / 27.47E 39.45E I k$I i + t G� y/w i <2 2.361 4ACK'`C Go H I 62 � 6.05E 4 z I LOT 8 .' 0.857 ACRES ± , BUILDING 1a g,�'yry ,ENVELOP€ y a°j se / AlRIGH 45.6T AAA I �.� I w I .;/"/ i/ RESE 6 LOT 5 BUILDING /"' to ,m �p 0.219 ACRES ± Imo- �/�" 4''�i. ENVELOPE M -ENVELOPE UILDING Ld I� 1 rol, N 1 / C o-�, 9� GAS 6 - ENVELCP-L m m I EASEMENT WATER LOT 7 mvt,hsDITCH LOT 6 IRRIGATION EIASEMENT DE z l I / / / / EASEMENT MEASURED DATA 0 = 06° 15' 07" R = 945.26' L = IOa15' T - 51.62' C = 103.09' CB N 46° 04' 53" E FOUND - BARE REBAR AT N 16° 3.' 52" E 3.50 FEET ST 23" E -OF-WAY RVATION FEET 20 0 ^C FEET GRAPHIC SCALE SCALE: 1 INCH = 20 •___ L 2 T - 26' C aa• o• 2.00E 0.258/ VMi' 7 0.2 21 10' WIDE--�y�I�I1 ( 1 /4, N /p�•s'0. _,' MEASURED DATA ACRES ± ACRES ± 3? g6' 0 0 3C.43• I 1 wl 1 m a 1 S 47. 26. 27- W 20.00 g N .�• !% o R = os° sr os = 1407.50„ Iaoa m 0 ' t a $ 0 40.76, 0%1 40 - R 1 84' 't 11 / y SANITARYJ' a Qo ds. d �/ T = 09.15' E. LEGEND €SMT� A8 pT �3° A4 N1,I SEWER EASEMENT P C 217.64' o S 16, l3° /7^ W .V s .�• I CB = = S 54° 54' 13" E m 6I33, 'o o h1 g4' I3, 32„ - A4 E'Y S 42. 41' 04• w ?s. LIo.oO• 'F° Q' \ C MONUMENT FOUND IN PLACE, AS DESCRIBED aiw `D I I / \2\. - R 122 p2 - p I * a@ X rya C �� a f 73.BT' E - 32' - R ©6, E S 78° S 78° 42' 40" W- M 22' 05" W R > 20' EMERGENCY w /•SET `c' WITH TIHIV2S ALUMINUM BCAP BAR 6A' gg, 4?' ?, 8 q1' g 14° 59° S j4° 0 33.09" - M 33.31' R o ACCESS EASEMENT -_ \ �� MARKED BANNER, 20632 - �� `�� FOUND. BUREAU AS LAND MANAGEMENT BRASS CAP, N 15. 3A• 8386• g196 R M ANGLE POINT \39. po \\ LP AS DESCRIBED 9201 E - 0' S\ \R'• 2D 7 `?°�\ ° 00, '\ GJ \ FOUND IN PLACE, REBAR WITH CAP No. 9018 I s t5° 15° W, CRESTAHAUS LODGE s613 6•\� a?° .\ >s.\� v R ° DIMENSION OF RECORD JI, �^ $6`?R 0 \6\ \\\ ryn t�Q.Q `l Q M : DIMENSION MEASURED THIS SURVEY CENTERLINE CURVE INFORMATION \� *10 A 292E 34' II" R = 37.50' L 19I T ------ C = 41 CB : N 71. 09' 35" E '19 •�'/ a o7�is49�f <er Off/ /r1 © L 15- 23' 23• R : 190.3i' p 20. 46' 59" R 19D.31' .49E .63E L 51.12' T : 25.21E C 50.96' L 69.14' T = 34.96' C = 66.76E CB = N to' 26' 59" W CB N 28. 33' to' W R N h'\ My •� ®A 02• 27' OI" R 56 46' - 50' ]• Q A ° 05- 39' 06' Q p 94. 18' 06- _ _ R 985.25E L 97.19E R = 25.00E L = 41.15E - , . T ° 48.63E T 26.95' ° 2.50 C 97.15' C : 36.66' CS : S 3. 1 E C8 = N 45• IS' 36" E GB = S B6' 05. 59" W a IS. II' 19" QB L IT- 23' "' R 145.00' L 46.56' R 75.00E L : 22.77E T 24.51' T : 11.47E C : 48.33E C = 22.68E CB : N 37. 09' 19" W C9 = N 36• IS, 31" W . ` THE SCALING OF DISTANCES OR ANGLES FROM THIS DRAWING 0a"" �� 1 -Ag IS NOT RECOMMENDED. SHOULD SUCH A PROCEDURE BE USED AND DIFFERENCES ARE FOUND BETWEEN SCALED AND WRITTEN VALUES, THE WRITTEN VALUES WILL GOVERN. BANNER ASSOCIATES, INC. • CONSULTING ENGINEERS B ARCHITECTS 2777 CROSSROADS BOULEVARD • GRAND JUNCTION, CO 81506 • W31 243-2242 605 E. MAIN 0 SUITE 6 0 ASPEN, CO 81611 9 1303) 925-5857 FINAL PLAT OF LACET SUBDIVISION ASPEN, PITKIN COUNTY, COLORADO SCALE: I DATE: 1" = 2C' = E i 4-94 SWAT No: 2 of 2