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HomeMy WebLinkAboutExhibit AFOUND 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