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HomeMy WebLinkAboutFile Documents.931 Gibson Ave.0037-2019-BRES (2) ZONING COMPLIANCE �� �� R os s_) 6.e U 11 A PARCEL OF LAND SITUATED IN THE SE1/4 OF SECTION 7 �� ° STORM SEWERMANHGLE �� ° I ,',, RIM]930 57' INV 30'=,92648 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M. � L �sr\ I \ \ CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO $` , Z� A ter- 77, 'Trail„ _."'1:ASPE., w.m Acarr 11:1 �r \ Hss \ rr PJFVATION ELEVATION OF AS-BUR F.VATION P.1 P.VATION OF MOST ROOF I3F.If13TOVY:R AC'11.41.ROOF FffIGFiT AS-R[9IT �--- `\ J `� 6jMr 0 /� \ LABEL HISTORIC GRADE OF GRADE BELOW PROPOSED GRADE RES IRICTIVE TOPOGRAPHY OVER MOSTRES]RICTIVE HEIGHTS S \�� �a Mt/ / \ \ A 7932 7932.45 79330 HISTORIC 142 1404 794(.10 ��£'$ �.16 \1 ` {° r- \ ss \ky,r \ B 79320 ]93245 79335 HISTORIC 2_3 21.13 7953,53 ;11' /\ •py'��P-0O,.--{' 1 I\ \ 7932] 7932.8% 79335 }RSTDRIC 21b 2083 ]3.3I O �\�' �� ER4YF IF. Aspen/ D 7932 793171' 79325 ASBUT 23.4 2207' 79178' - if PIO P¢ 4c,�.\ ks ReBAR&CAqs \x \ E7v31.37v3z.e1' 7vizs Hlsloluczazz3.a379sa 73' �� � ����� Gut h \�\'\ n i`c„�L.S.#37972 \ >rr \ pP ` ,1\ F793207931.91 79330 1S-RUII.TI4.11351 7945.0' RE1 99G793 5' 793Ui 79330 AS-HURT14,0' 22.81' 7945,150' 5' 1) 1�''te Cem ('F}sr \ H 7323' 79325 FRSTDRIC ]0.7 ]059' ]42R' r %% Va ll jo \` ° ss. \ S\ \ 1 793J5 ]9347 AS-ROILY 22.5' 226]' I97.] I 11 . 13 Gulch L18_ 4.41 \ S 79363' 79328 PROPOSED 242' 2435 7957.15 DRRVEWAY CONCRETE (I•� q�0 \ \ K 7934.0' ]93i 0' AS-RUBY 22.5' 22.14' I98596 ° SpNr EX.Sr \ L 7936.3' 7932.8' AS-HURT 23.39' ]9>5.96' ��/����//�\\\\,�o C %fin 0'1'I/@ \ \ M 7936.3' 79325' PROPOSED 24.5 2235 7957.115'5' ,� /''''' \ '� N 79363 275 79345 AS-BUILT 23.5' 2an' 79 7.9 I Aspen J \F4. \ \ O 793�] 7932.75 79325 PROPOSED 23.5 234]' 7,5 9] 1t Keno���(r MI 4y' COs, 4y' "•r 79357 793zs1' 79335 AS-BUILT 22.5' z3 as 79IT 3S R85W I Gulch / / \ \ Q 79323 7932.75' 79325 ISTORIC ]414 7946-.44' NALL Gulch 1 Copper \ L\/*- R ]932.0' 7932.20' ]933.0' HISTORIC 9.I' 9.12' 7941,12' y 9 flet j1 O \ \ � GIBSON AVENUE R-O-W-WIDTH VARIES / `\ ti CW C,� ASPHALT ksr \ FATED CONCRETE ri �'Y T@ W. KENCROACHMENT ¢�� (SHADED AREA) q° N6 r \ \ 3.9 SQ.FT.t ,ZV 2, \ \ \ MAPLE 4q <e PARCEL 2 , ss \ \ BK 513 PG942,.. 4111111411 :s. 4', \ °p`c�1\96/ ` . /} \O� ekrr \ PROPERTY DESCRIPTION QUIT CLAIM BK 758 PG DEED \ ? TELEPHONE PER i SOMA I, \ \ PARCEL 1: 0/ CONTRACTOR n 81C@L r \ A PARCEL OF LAND SITUATED IN THE SE1/4 OF SECTION 7,TOWNSHIP IO SOUTH,RANGE 84 dl(1. 41?C@� \ \/ WEST OF THE SIXTH PRINCIPAL MERIDIAN,BEING MORE FULLY DESCRIBED AS FOLLOWS: 3 �/ YNC�T3E I0 / RIDGE`S@T@� pF@R. I \\ b sr / BEGMNMG AT A POINT WHENCE CORNER NO.II OF THE EAST ASPEN ADDITIONAL / �o TOWNSITE BEARS S54°52'17"E 58.10 FEET;THENCE S34°54'00"W 46.63 FEET TO THE TRUE POINT 6 SPOTA 796252' 5, ^F� =7°42'27" OF BEGINNING;THENCE N63°58'00"W185.12 FEET;THENCE SI5430'00"W 88.60 FEET;THENCE 5/ /yT 7946.14' 2 ® BAR s R=295 57' / S63454'00"E 155.54 FEET;THENCE N34°45'00"E 88.30 FEET TO THE POINT OF BEGINNING. '� SPOT B 53• 6••f,� 4 *///////////////////1/////////////ti" Ir39 76' yW� �7953.53' °°'C� CONC. ChB=N59°03'28"W / EXCEPTING THOSE PORTIONS WHICH LIE WITHIN THE BOUNDARIES OF DEEDS RECORDED / . ���OOO ,p�,� JP •a/• ChL=39 73' FEBRUARY 6,1970 IN BOOK 246 AT PAGE 672"CANDREIA PARCEL"AND RECORDED APRIL 12, ^ti VICTORIAN ° lS -�.Y& n� TWO STORY / 1982 M BOOK 421 AT PAGE 966"zupnrvcls PARCEL". �' WOOD AND$ \ PARCEL 2 ALSO EXCEPTING THAT PORTION AS DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST J�° //!! ..,"�' BUILDIN@i3.53' : BK 513 PG 942 / 11,1994 IN BOOK 758 AT PAGE 230. a WITH BASEMENT >_ ss ss / . 4."/ / �s9orp 1 GIBSON AVENUEiZ, s s PARCEL I +% \ x/ 41 H / PARCEL 2: Q. %E, q / ti BK 513 PG 942 \ 11 . 4y4 HEATED CON TE 2�0 �p 15,497 S.F? \ ��J '�UVE E(SHADE 1 •e j� A TRACT OF LAND SITUATED M THE SUNSET LODE,U.S.M.S.NO.5310,BEING MORE FULLY O • LC o' 7.-IF ss (SHADED AREA 2 q *• H� DESCRIBED AS FOLLOWS: / O' SPOTI 6✓ 63.8 SQ.AT.A 1 40 044//////////////ii �` 2 7957.I5' ` A BEGINNING AT A POINT ON THE EASTERLY SIDE LINE OF SAID SUNSET LODE WHENCE 8_ `c p dO ilisio, CONCRETE CORNERNO.58OFEASTASPENADDITIONALTOWNSITEBEARSN34°45'00"E46.63FEET;/ q MODERN . 4 9// CURB&Gll1TERTHENCEN63°58'00"W185.12FEETTO APOINTONTHHWESTERLYSIDELMHOFSAIDLODE;ti / N TWO PARCEL ITHENCE FOLLOWING SAID WESTERLY SIDE LINE NIS:30'0"E 17.03 FEET;THENCE S62°54'41"E 2 8 BK 5l3 PG 942 STONEWALL/ �'� / WOOD AN7r7STONE O I50.27 FEET;THENCE 39.76 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A SPOT E 2y Off, 15,497 S.F t 4,'s RADIUS OF 295.57 FEET TO A POINT ON SAID EASTERLY SIDE;THENCE FOLLOWING SAID 7954.73' / -g, BUILDING o��eenn�� F�r��, \ AI O -7 �\ / SPOT H WITH BASENT `r8 VYe'2 EASTERLY BmE LMH 534°45'00"W 10.70 FEET TO THE POINT OF BEGINNING. / /�� / SPOTK �qCg �, YdCONc / 794z.89' 79ssse' 931 GIBBON AVENUE �R•>.., '�� @�� i "s TOGETHER WITH ANY PROPERTY LYING NORTHERLY OP THH ABOVE DESCRIBED PROPERTY -P{G8 / \9 AND THE SOUTHERLY LINE OF GIBSON AVENUE. Y; PK NAIL /LOT A CONC. / 250'WC / \ , EXCEPTING THAT PORTION AS DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST II,1994 NO PROBLEM JOE WALLe ` OT P / \� Y' M BOOK 758 AT PAGE 230. N89°lo'36"W4.$1111 &9HMER PVC 6"pEC� - ,, SPOTL� •pry s / (4/ COUNTY OF PITKIN 1612.08' gi137972 \ POT G .I,` ,;/g\ 2°' / 7955.98' 2� STATE OF COLORADO C.O.A.GPS `\ 794,T,Goi Q-159 / Js2• 6"PVC/ �' / @1 11.03% r aj Mti o� / �' 19s 5, WALKWAY �// Zi 9- S63°. '19 ` tiUNDER/ S8„ ' p�F \AO \/ CONSTRUCTION4\iir q10 HOLY CROSS ELECT`R'IIC PFC ' ,� SPOTN6"PVC 3O �EASEMENT PER BK 304 PG 658 S�O �2j% 7957.15' � 4A0% NOTES: AS-BUILT SURVEY CERTIFICATION STATEMENT: 1TI �/ MONUMENT NO LOT B NO PROBLEM JOE FENCE) L' Fk.O \��[JSPOT Q •"PVC F @ /� 7946 44' '.?J ./ AJ ^ 1)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,COVENANTS,BUILDING I,THE UNDERSIGNED REGISTERED LAND SURVEYOR HEREBY CERTIFY THAT THE ELEVATIONS, gyp') ,� \\ ��OoY _ Y SETBACKS AND EASEMENTS OF RECORD,OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN M 7932 " GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS:SITUATED IN I"IRON B,,. FYI ®�FTgq\ 79555 91O' , Q a THE TITLE COMMITMENT PREPARED BY ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, THE SEI/4 SECTION 7,TOWNSHIP 10 SOUTH,RANGE 84 WEST OF THE 6TH PRINCIPAL MERIDIAN +, C P •s^r •_.I� LLC.,AS AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY,COMMITMENT NO. 931 GIBSON AVENUE WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF -ELEC.FI; k-------",........._______..-'-'-',....4„,,,,,,,,.. K E ® ti Aq 21004770,DATED EFFECTIVE APRIL 26,2021. TRANS LF \ 2g-J5A - ✓6 SPOT P N / ACCE 16,201 ACCURATELY DEPICT THE ELEVATIONS 18ONNS EXISTING DURING THE SURVEY.THE ELEVATIONS MAY / \\ ax,Cs °_`\ 260• 7955.9 �: r 6.�4 I _ ® 2)THH DATE OA THIS FIELD SURVEY WAS IIINH 16,2017,JANUARY 17,APRIL IS,DUNE 03,2019 CHANGE SUBSHQIIENT TO THE SURVEY DOE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF k .� AND MAY 25,2024. MAN OR OTHER FACTORS.THEREFORE THIS CERTIFICATE MAY NOT ACCURATELY DEPICT G ,� ELEVATIONS GRADING AND DRAINAGE PATTERN AFTER THE DATE OF THE SURVEY. 3)BASIS OF HEARINGS FOR THIS SURVEY IS A BEARING OF N29°17'09"E BETWEEN THE EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE.NO PART OF THIS LO.0 LIES 'D SOUTHWESTERLY CORNER OF THE SUBJECT PROPERTY,A PK NAIL AND SHINER IN CONCRETE WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA,EXCEPT AS NOTED.ERROR OF N RHODSA tk`F \ I.3 00 0i �\ o L.S.M37972 FOUND IN PLACE AND THE NORTHWESTERLY CORNER OF SAID SUBJECT PROPERTY, CLOSURE FOR THIS IMPROVEMENT SURVEY PLAT IS LESS THAN 1:15,000. Fx ABS REBAR&CAP L.S.N37972 FOUND M PLACE. 0 ELECTRIC \ LF� l\ ��,t / LINE S66°J �- 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. 330 30 4y°F 4'00.,8 b"VC 1 C F'vE :2.38% 5)THIS SURVEY IS BASED ON THE BOOK 513 PAGE 942,BOOK 513 PAGE 945 RECORDED IN THE ,�V e Y I BEATON \ FENCE PITKIN COUNTY CLERK AND RECORDER'S OFFICE,AN IMPROVEMENT SURVEY PREPARED BY ` '' / .N �, �g g ® BY: _ a DATE OS/2624 300 G ' FENCE 60 - AAliil /N \ S ROCKY MOUNTAIN SURVEYING DATBD AUGUST 2015,FILE NO.I5530 AND CORNERS FOUND M J UU /c�' PLACE. SON R. IL P.L .:50.379 Nf LV / } F "�. k 0 /r�E ELECTRIC 6)THIS SURVEY IS BASED ON FOUND CORNERS AND THE ABOVE MENTIONED SURVEY RVEYM INC.. �, F-LF VT BOXES AND PREPARED BY ROCKY MOUNTAIN SURVEYING.IT DOES NOT CONSTITUTE A TITLE SEARCH BY 10 J / \�ELECTRIC Co METER PSI.ACCORDING TO THE WESTERLY ADJOINING OWNER THE CORNERS ESTABLISHED ARE NOT 'r✓" J' C0 ` LINE ® 'D / WHAT HE REMEMBERS AND HE BELIEVES THE BOUNDARY IS ALONG THE WIRE FENCE SN4)�Ayo S ESTABLISHED BY SAID ADJOINER.PSI HAS CONVEYED THIS INFORMATION TO THE OWNER OF W 270 QI / 90 E '''''.E.'„,,,,,,,,,,, N'/ '� BOULDER THE SUBJECT PROPERTY. ©©© WALL 7)AT THE TIME OF THE MAY 20,2021 FIELD SURVEY THE SUBJECT PROPERTY WAS UNDER I � CONSTRUCTION. GF�eX.'_-�'J 240 120 '30✓0 ROE CAN PED. n@ EL=7962.0' AP Drawn B R'trs@ LS.#I619K C87 �� p� 7RN NO. Date Revision "- BMH INVESTMENTS,LTD. Protect NO. TBM EL=7933.87^ 1 05/26/21 UPDATE SURVEY (RN 210 150 GRAPHIC SCALE Checked By: CITY OF ASPEN,COLORADO 17034 180 ao COX 8146 � IMPROVEMENT&TOPO SURVEY ivPhone(970)625-1954 Date: S Fax(970)579-7150 SIT.IN SE1/4 SEC.7,T10S,R84W NOTICE ACCORDING TO COLORADO LAW,YOU MIST COMMENCE ANY LEGAL.ACTION (n IN FEET) www.peaksurveyinginc.com AUGUST 28,2017 BASED UPON AIR DEFECT DI THIS SUM,WITHIN THREE YEARS AMER YOU FIRST Computer File: 931 GIBSON AVENUE 1 OF 1 CTHIS SURVEY BE ERTIFICATIONCO ,MMENCEO3. THAN TEN YEARS FROM THE DATE.'THE 1 i ch= 10 ft.. . Since 2001 �, 034.DWG