HomeMy WebLinkAbout05.02.2023.boa.meetingBoard of Adjustment Agenda
TUESDAY, MAY 2, 2023, 5:30 PM
Maroon Bells Meeting Room, 3rd Floor
530 E Main St, Aspen, CO 81611
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NEW BUSINESS
1. Case 06-2023 Gerald D. Webb
24750 Highway 82, Basalt
The Applicant requests an Arterial Highway Setback Variance where 100’ is required as measured
from the Highway 82 right-of-way to develop the site with a new single-family residence, garage,
and associated improvements due to topographic hardships. This lot contains 32,466 sf and is
located in the AR-10 zone district.
MINUTES
Reminder: Minutes are no longer transcribed and reviewed by the Board of Adjustment. Let me know if you
are interested in reviewing the Minutes of a particular meeting. Audio tapes are available.
Reach me at 920-5105 or at
joanna.shaffner@pitkincounty.com
1
PITKIN COUNTY
BOARD OF ADJUSTMENT
-%APPt%ICATION FORM
REPRESENTA'
E-MAIL
MAILING ADDRESS
PARCEL OWNER
MAILING
LEGAL DESCRIPTION
SUBJECT PARCEL ADDRES
PARCEL ID 4 a k V)(10
�70 - <-:oo
NEi �ffla
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ZONE DISTRICT LOT SIZE
Meeting Date:
Request:
(To be completed by Zoning staff)
Case #
foot Front yard setback variance, where feet is required.
foot Rear yard setback variance, where feet is required.
foot _ Side yard setback variance, where feet is required.
foot _ Side yard setback variance, where feet is required.
foot Height variance, where is allowed.
foot Arterial Highway setback variance, where 200 feet is required.
foot Major Road setback variance, where 100 feet is required.
foot Collector Street setback variance, where 50 feet is required.
Comments:
Application material was referred to:
Zoning Officer:
Pitkin County Board of Adjustment
Attachment to Application Form
Legal Description
A tract of land situated in Tract 55, Township 8 South, Range 86 West, of the Sixth Principal Meridian,
more fully described as follows:
BEGINNING at a point in the center of the Roaring Fork River, whence the A.P. Corner No. 1 of Tract
57 and A.P. Confer No. 8 o£Tract 56 of said Township and Range bears North 34040' Wcst 3071.84 feet;
Thence South 13003' East 140.0 feet to the Northerly line of the D. & R. G. Railroad;
Thence North 89030' East 123.13 feet along the Northerly line of the D. & R. G. Railroad,
Thence South 84040' Fast 251.2 feet along the Northerly line of the D. & R. G. Railroad to its intersection
with the Westerly line of State I lighway No. 82;
Thence North 43659' West 200.00 feet along the Westerly line of State Highway No. 82;
Thence North 86050' West 266.3 feet to the center of the Roaring Fork River, the Point of Beginning.
Known and Numbered as 24750 Highway 82
County of Pitkin, State of Colorado
February 28, 2023
Pitkin County Board of Adjustment
530 E. Main St., Ste'302
Aspen, Colorado 81611
Suhnniteil i4ci sciKe.vgov, com
Re. Property Owner: Gerald D. Webb
Parcel ID 246720100006 - 24750 HNvy 82
Pitkin County Board of Adjustment
Xtajor Road Setback Variance Request Where 100' Is Required
Dear Board.
Pursuant to the Pitkin Couniv Board of Adjustment Requirement List, item No. 6, 1 am
supplying the following information:
a. Applicant/Owner's name, address and telephone number are:
Gerald D. Webb
10630 Esther Avenue
Los Angeles, CA 90064
Phone: (310) 420-1914
b. I am aware of and have no objection to the variance request and the name, address and
telephone number of the representative authori7.ed to act on my behalf is:
Scott Harper
Scott Harper, P.C.
:06 Cody Lane. Ste. C
Basalt, Colorado 81621
Phone:(970)544-5000
Email: harpers sopris, net
f
rald D.1h ebb
Applicant
Pit (in County Mailing List of 300 Feet Radi,ls
From Parcel: 246720100006 on OU3012022
tTKIN
G
COUNT
Instructions:
Tires doeumen t ;o..tairs a Mailing Lisi formate _d to bQ
printed on Arery 5160 L-abels. ;f printing, DO NOT "fit to
page" or "shrink oversized pages." Tois will manipulate the
margins sucri that tney no longer line up on ne labels
sheet. Print a(tual size.
Disclaimer:
Pitkin County GIS .)resents the information and data on this web
site as a s rvice to the public. Every effo.t has been made to
ensu-e that the information and data :,ontained in this e.ectronic
systen j is accurate, but the accuracy . nay change. The
information .-maintained by the County may not be comp!ete as to
mineral estate ownership and that in'or.-nation should be
determined by separate leya. and property analysis.
Pitkin County GAS makes no warranty or guarantee concerning
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user. The user understands he or she is sole.y responsible and
liable for use modification_ or distribution of any information or
data obtained an this web site.
httD://www.pitkinmapsand, iore.com
24850 HWY 82 LLC '3HUM L)AVID S LIVING TRUST EMMA FIELDS LLC
Piz 6OX 117 PO BOX 117 4, PINEHURST PL
JANESVILLE, WI 535470117 JANESVILLE , WI 53541 SPRINGBORO, OH 45066
PIT':IN COUNTY
530 E MAIN ST #301
ASPEN, CO 81611
ROARING FORK TRANSIT AUTHORITY
0766 17iDUSTRY PL
CARBONDALE, CO 81623
ROARING FORK C_UB __C
100 ARdANEY :RANCH I -D
BASAL , GO 813z 1
ROARING LLC
5465 MILLS CIVIC PKWY#400
WEST DES MOINES, IA 50266
ROARING FORK MEA['OWS OWNERS ASSO[
55 WAUC H DR #1111
HODS ON, TX 77007
WEBB
ACTIVITY ENVELOPE & SITE PLAN�_�
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24750 H IG H WAY 82 BASALT CO
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DATE: 10/11/2022
JOB NO.
32119
DESIGNED
BY
JPP
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DRAWN
BY
JPP
CHECKED BY
JPP
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SITE
PROPOSED UNDERGROUND WATER
STORAGE TANK5 FOR FIRE HYDRANT. A`--
- - -
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EX. MANMADE BERM TO BE MAINTAINED BEN \ \
TO THE EXTENT POSSIBLE BUT WILL BE
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RE -GRADED IN SETBACK AREA. \ \ \� \�L \,�
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GRADE
PROPOSED BOULDER WALLS. r\\ \ \\;`\ \\ \ \ \\\
-ke \\ , \\ \ \
VARIANCE WITHIN SETBACK AREA WHERE \~�TBACIC REO
\GUARD
VICINITY MAP
SCALE: 1" = 2000'
GRADE CHANGE 15 > 30" AND INCLUDES 586 SF.� \` 100' SETBACK RE: \ RAIL
PROPERTY DESCRIPTION
(PER TITLE COMMITMENT, SURVEY FIELD MEASUREMENTS IN BRACKETS)
PROPOSED NEW WELL LOCATION —
6135� :� \\\� PROPERTY LINE/COOT ROW. �\ THE DRIVEWAY AND ASSOCIATED RETAINING
s
��
/ ¢\ I� \ \� \ °•\ �� WALL DO NOT EXCEED SIX (6) FEET IN HEIGHT AS \
MEASURED ABOVE OR BELOW NATURAL GRADE.
A TRAUT OF LAND SITUATED IN TRACT 55, TOWNSHIP 8 SOUTH, RANGE 83 WEST, OF THE SIXTH PRINCIPAL MERIDIAN,
MORE FULLY DESCRIBED AS FOLLOWS:
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BEGINNING AT A POINT IN THE CENTER OF THE ROARING FORK RIVER, WHENCE THE A.P. CORNER NO. 1 OF TRACT 57
AND A.P. CORNER NO.8 OF TRACT 56 OF SAID TOWNSHIP AND RANGE BEARS NORTH 34'40' WEST 3071.84 FEET
[NORTH 34°:?'48 WEST 3068.45 FEET], THENCE SOUTH 13°03' EAST 140.0 FEET [140.51 FEET] TO THE NORTHERLY
J
EDGE OF ASPHALT
\
LINE OF THE D. to R. G. RAILROAD; THENCE NORTH 89°30' EAST 123.1.3 FEET [-70.55 FEET] ALONG THE NORTHERLY LINE
OF THE D. & R. G. RAILROAD; THENCE SOUTH 84'40 EAST 251.2 FEET; [THENCE CONTINUING ALONG SAID NORTHERLY
I ACTIVITY ENVELOPE SETA fi s� ` `� p�
MINIMUM 50' FROM THE SURVEYED , �'� `
MEAN HIGH WATER LINE LOCATION. 0�4
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LINE, SEE CURVE DATA ALONG D. & R. G. RAILROAD R.O.W.] ALONG THE NORTHERLY LINE OF THE D. & R. G. RAILROAD
TO ITS INTERSECTION WITH THE WESTERLY LINE OF STATE HIGHWAY NO. 82, THENCE NORTH 43°59' WEST 200.00 FEET
W
1 - \ \
15' SETBACK
[NORTH 37°38'29" WEST 166.94 FEET] ALONG THE WESTERLY LINE OF STATE HIGHWAY NO. 82; THENCE NORTH 86°50'
WEST 266.3 FEET [218.47 FEET] TO THE CENTER OF THE ROARING FORK RIVER, THE POINT OF BEGINNING.
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f o �_ . 4= �. —. -.. t 52.5' SETBACI���IOYE \\ \ \
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COUNTY OF PITKIN
STATE OF COLORADO
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W-- _- _ ,: .,- - s' \` `� 4' WIDE ASPHALT APRON, MAINTAIN 2% MINIMUM
ao s--- - - �� . Rip - . �` _ , `
1 1 �� i d n PROPOSED DRIVEWAY
1 11 � 'o ,4 a � � P +19 _ , , , � -' EX:6747. SLOPE AWAY AS REQUIRED BY COOT.
1 1 ! 1' [ WEBB RESIDENCE \ ` a � \ � �\
LOT AREA = 32,466 SF.
NOTES
1. DATE OF PREPARATION: AUGUST & OCTOBER 2022.
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ACTIVITY ENVELOPE �' 4 ` °$�� - p` >
2. BASIS OF BEARING: A BEARING OF N37'38'29"W FROM THE FOUND NO, 5 REBAR WITH 1T" FADED PLASTIC CAP
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fl { + , I 1 1 Il 1l\ \ ♦ 111 • ' 1 1
11 ACTIVITY ENVELOPE SET AT FIELD I 1
AREA= 21,345 5F. a • -�Y _ m^ �Ps < r /
/ , BUILDING 5F=4 450 5F± • 4 a� FIRE HYDRANT ' p
; -.41 r,-. 4 a
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STAMPED 'PLS 31944' MARKING THE NORTHWEST CORNER OF C.D.O.T. PARCEL 433 AS DESCRIBED IN THE
DOCUMENT POSSESION AND USE AGREEMENT RECORDED June 25, 1998 AS RECEPTION NO. 418640 OF THE PITKIN
1
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1 1
�� ` SURVEYED TOP BANK [PER PLAT 1
1 I'
B; s�� 1. s• y .. 16' MIN.
g \ �/ �'I 4y J o — RETAINING WALL. �c \ 7 `+ E7CISTINGCULVERTTd REMAIN.
Ex:67�, .' \
COUNTY RECORDS, AND THE FOUND NO. 6 REBAR WITH 3 BRASS CAP STAMPED RFTA ROW PLS 24313" MARKING
THE SOUTHWEST CORNER OF SAID PARCEL.
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�' I BOOK 24 PAGE 1] WHERE GREATER
1
_
t� ♦ ,.: a \ \
\
THAN 50' FROM THE SURVEYED } 1
MEAN HIGH WATER LINE LOCATION. 1111 1
-�.
DECK ABOVE jl / 6 _
GRADE (TYPICAL) I E ]+6 �. 67�° o — `� - Rs0•C'
f / r — — �,
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC ]SE) TO DETERMINE OWNERSHIP
OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND; OR TITLE OF
RECORD, 5E RELIED UPON THE TITLE COMMITMENT ISSUED BY TITLE COMPANY OF THE ROCKI ES, COMMITMENT NO.
v 1
/ 6 \'
�;; �\
0707697-C2, EFFECTIVE DATE OF APRIL 29, 2022 AND DOCUMENTS AND PLATS OF RECORD AS SHOWN IN THE
W
1 1I'
TOE OF BANK [ , 1 1� 1
GARAGE / o� t , +F , �.
s� l , =� �7 3+ ox
-�.
SOURCE DOCUMENTS, HEREON.
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EDGE OF WATER, LOCATED } �, 11 1 1' 1 1 1 k'
SEPTEMBER, 2022 v 1 1 '
I1� 1
�� -
} } I / PROP. ,� \ s�
L PROP. OWTS 1500 { � f �a LEACH FIELDS ,� = EX:6748.1 _
1
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4. BASIS OF ELEVATION: AN ELEVATION OF 6748. 75 FEET ON THE FOUND NO. 5 RE BAR WITH 3 n ALUMINUM CAP,
ILLEGIBLE, WHICH WAS ESTABLISHED BY A GLOBAL POSITIONING SYSTEM OBSERVATION BASED UPON THE 1988
' , , I I , 1 1 1 1 n� ,
GALLON SEPTIC TANK s� s� s� �p ( ( r ^�~ y �,�; ` Al
, , r 1 _ \
MEAN HIGH WATER LINE, K?3y� pa pj � \ 1 -- = - ` \,
LOCATED SEPTEMBER 2022 ` 1 ' ` 1 } } rU STB" Q BK \
NORTH AMERICAN VERTICAL DATUM (NAVD88 USING THE 2018 GEOID MODEL), AND WHICH ESTABLISHED THE
LOCAL PROJECT BENCHMARK, A5 SHOWN.
5. APPLICANT WILL APPLY TO THE BOARD OF ADJUSTMENT FOR A SETBACK VARIANCE FROM EDGE OF HIGHWAY 82
1 I 1 0 1 I I I
103.2' OWTSSETBACK FROM I 1 ��� �` t� _ ' ` ` `� \; ` �,
MEAN HIGH WATER LINE m /� so `
ROW IN ORDER TO MAINTAIN THE LOCATION OF THE STRUCTURES WITHIN THE ACTIVITY ENVELOPE AND IN ORDER
W
M Q r f ,I ' , �-� = - \ `\ l� \ �6j� , \ `
�UF ~UE� , } �•-�,'�\ ss�\\. sue\ \ \
TO MAINTAIN THE LOCATION OF THE BOULDER RETAINING WALL. SETBACK VARIANCE APPROVED BY THE BOARD OF
ADJUSTMENT UNDER RECEPTION #
1 1 } I J��1 f �� t 1
I -��� ��� � r � > 1 1 1 ~ '4
1 �' 1 1 ti � � 1,�. �,��\\ ♦\ \ \� \ \ � �
OWNER'S ACKNOWLEDGEMENT AND DISCLAIMER
f!II
I
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15.0 SETBACK j/ , 1 PROPOSED ELECTRIC SERVICE 1� ` \ \ `, \ \ 1 \
RETAIN GRADE ON SIDE& BACK WALL.
\ \
APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN INFORMED BY PITKIN COUNTY OF THE
1 1111
]
PROPOSED ELECTRIC EXISTING WELL
Q : �_ �\
EXISTENCE OF ENVIRONMENTAL HAZARD AREAS THAT MIGHT AFFECT THE PROPERTY, ANY
, �\ ��� .
'
IMPROVEMENTS, AND THE USE AND OCCUPANCY THEREOF. THE PROVISIONS OF THE PITKIN
A c
1
l
COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT AREAS OUTSIDE OF
l
DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS, OR THAT APPROVED MITIGATION
1
MEASURES WILL GUARANTEE THE SAFETY OF ANY PROPERTY.
I
- - — - - - -
\ OWNER:
1 BRIDGE
— - — — — - — — - ---- ---
---
RID GRANDE TRAIL — — l ----
1
SIGNED
BRIDGE
PRINTED
----
COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL AND ACCEPTANCE
DATE
REVISION
03/15/23
1-SETBACK DIMS
THIS WEBB RESIDENCE ACTIVITY ENVELOPE & SITE PLAN IS HEREBY ACCEPTED AND APPROVED
BY THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY, COLORADO. THIS DAY
OF ) Za , PURSUANT TO ADMINISTRATIVE DECISION NO. RECORDED
Za_ AS RECEPTION NUMBER IN THE RECORDS OF PITKIN COUNTY,
GRAPHIC SCALE
COLORADO.
PROPOSED LEGEND EXISTING LEGEND zo a 1a 2a 4o so
AE AE ACTIVITY ENVELOPE FIRE HYDRANT
PROPERTY LINE
COMMUNITY DEVELOPMENT
STBTBK SETBACK
CONTOUR WELL
CONTOUR IN FEET)
7900 CONTOUR INTERVAL Gy
7900 CONTOUR INTERVAL 1 inch = 20 ft.
xwL xwL WATER MAIN
SUZANNE WOLFF, COMMUNITY DEVELOPMENT DIRECTOR
7 7 SWALE FLOWLINE x GAS METER/VALVE
ASPHALT � ELECTRIC TRANSFORMER
xsA xsA SANITARY SEWER MAIN
GRAVEL m ELECTRIC METER
BOULDER WALL SEWER CLEANDUT
GAS
x� x� TELEPHONE
CLERK & RECORDER ACCEPTANCE
xEL xEL UNDERGROUND ELECTRIC
TITLE
�: DRYWELL D GUARDRAIL THISWEBB RESIDENCE ACTIVITY ENVELOPE & SITE PLAN HAS BEEN ACCEPTED FOR FILING IN
a" wL 8" WATER LINE
wL sVc WATER SERVICE
mm STORM SEWER
/
THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY COLORAI]O THIS DAY
SITE
PLANUE
ELECTRIC, TELEPHONE, CABLE
❑E ELECTRIC TRANSFORMER
® ELECTRIC METER
, e
OF , 2a , IN PLAT BOOK AT PAGE A5
GAS PROPANE GAS LINE
0 TELEPHONE PEDESTAL
RECEPTION NO,
IRR IRRIGATION PIPE
SANITARY SEWER FORCE MAIN
GUN PEDESTAL
c
Know what's below.
DRAWING NO.
o
� POWER POLE z call before you dig.
CALL[ -BUSINESS DAYS IN ADVANCE
CLERK AND RECORDER/DEPUTY
_
010
BE ORE YOU DIG, G,.ADE, OR Ex.:AVATE
FORTHE MARKING OF UNDERGROUND
MEMBER UTILITIESIUTIES
NOTE: WILDFIRE HAZARD RATING = "LOW"
.
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LAUNDA'l= M-t
16, X 1112
IMPROVEMENT SURVEY PLAT:
24750 HWY 82
20
FOUND NO. 5 REBAR W/FADE❑ 1.25" PLASTIC CAP
1" ABOVE GROUND, L.S. 31944
SITUATED IN TRACT 55, TOWNSHIP 8 SOUTH, RANGE 86 WEST OF THE 6T" P.M.
COUNTY OF PITKIN, STATE OF COLORADO.
\ SHEET 1 OF 3
FOUND 2.5" G.L.Q. BRASS CAP _
AP8 TRACT 56/API TRACT 57 1926 _
MATCHES MONUMENT RECORD FILED 1973
FOUND NO. 5 REBAR W/1.25" ALUMINUM CAP
4" ABOVE GROUND, "RM PLS 24313"
BOUNDARY C.D.O.T. PARCEL 426 l ,�
- REC. NO. 446218 ►
`NNN\
1
FOUND NIO. 5 REBAR W/1.25" YELLOW PLASTIC CAP ►1 �� \
REC. NO.448950 ► FLUSH W/GROUND "PLS 31944" '
FOUND NO. 5`REBAR W/1.25" FADED PLASTIC CAP
FOUND NO. 5 REBAR W/1.25" RED PLASTIC CAP ► Xei '�\ 4" ABOVE GROUND, "PLS 31944"
FLUSH W/GROUND, "PLS 27618'' ► ► \
42' WITNESS CORNER PER PLAT BOOK 53 PAGE 84 1\
�c
OVERLAP WITH PROPERTY DESCRIBED IN REC. NO. 448950 `qs ` `1
Fr
' 18' SETBACK
PLAT BOOK 53 PAGE 84
ROARING FORK CLUB ,
11
1
15' SETBACK
p . FROM FIEL❑ LOCATED TOP BANK
PER PLAT BOOK 24 PAGE 1
1y 0. ' 1
0 1
M '
0
1
1
TOE OF BANK
EDGE OF WATER,
LOCATED SEPTEMBER, 2022
MEAN HIGH WATER LINE,
LOCATED SEPTEMBER 2022
GRAPHIC SCALE
0 10 20 40
( IN U.S. SURVEY FEET)
1 inch - 20 ft.
Curve Table
Curve #
Length
Radius
Tangent
Delta
Chord ❑irec`ion
Chord
C1
118.23'
766.78'
59.23'
8°50'04'
S85° 55' 28"E
118.11'
NCTICE:.ACCCRCINO TC CCO_0 A..DO L.A!"' YCU MU COMMENCE ANY LEGAL
ACTICP. 3AS=D JPC, `..A" D==ECT ', TH S SJ�':`=' '."•il-HIN THREE YEARS
AF-=< "0J F <ST CISCC'.'ER SJCH CE.- IN NO EVENT MAY ANY ACTION
B.AS -D JPON ANY DE-ECT.N T, aS SURV=" 3- CC.4.:ENCED MORE THAN TEN
=r.P.S-RO.:,THE DATE OF CE RT I F I CATI 0 \1 SHC1':`•iN HEREON.
80
0.51,
1.
FLOODWAY PER PITKIN COUNTY
c aF� 47.8 '
PROJECT BENCHMARK
ELEVATION = 6748.75'
FOUND NO. 5 REBAR W/3.25" ALUM NUM CAP-
• FLUSH W/GROUND, ILLEGIBLE
7930
xG .s l xG .s l xG .s
BOU ARY C.D.O.T. PARCEL 433
C. NO. 418640
EDGE OF A5 ALT
30" C.M.P.
FLOWLINE=674
d GRAVLL ACCESS od a ` a 4 a7�.
e
a . a 24750 HVd 82�a . dd'
V d a
1
d 32,466 5C2. FT. +/- 1Db' SEEK FROMmoo.: 9�
4 4' 0.745 AC. +�- a' �• GHWAY R.O.W. �.e b Q�d Qom. p
�° REC. NO. 418640 100' SETBACIZ FROM o �0-4 �9.44 ,
a. .° a ., PRIOR HIGHWAY R.O.. �~ e4
4'4 REC. NO. 418640
4,v
MRORARY EASEMENT 433
R NO. 418640 (HATCHED)
18' SETBACK
PLAT BOOK 53 PAGE 84
N89 30 00" E 123.13
170.55' 1 C1 ram,
100' DENVER & RIO GRANDE
RAILROAD RIGHT-OF-WAY
PER PLAT BOOK 89 AT PAGE 71
FOUND NO. 5 REBAR, NO CAP 584' 40�(o)251 20,
2" BELOW GROUND `
CONC. PAD
FOUN❑ NO. 5 REBAR W/3.25" BRASS CAP
4" ABOVE GROUND, "RFTA ROW PL5 16401"
MATCHES DESCRIPTION PER RAILROAD
RIGHT-OF-WAY SURVEY BASALT SEGMENT
FOUND NO. 6 REBAR W/3.25" ALUMINUM CAP
32' FLUSH W/GROUND L.S. 16401, 32' WITNE55 CORNER
MATCHES DESCRIPTION PER RAILROAD RIGHT-OF-WAY
I SURVEY BASALT SEGMENT
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBON DALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
0
TELECOM. PE D.
EXISTING LEGEND
EXISTING CONTOUR
EXISTING CONTOUR INTERVAL
EXISTING GAS
EXISTING OVERHEAD ELECTRIC
EXISTING WIRE FENCE
EXISTING ELECTRIC MANHOLE
EXISTING GUY WIRE
EXISTING POWER POLE
EXISTING WELL
EXISTING DECIDUOUS TREE
ACCESS LINE (A -LINE)
REC. NO. 418640
To -
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SH
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-'ti � 1�� ,I'- .•i� - t'� fi;._''' �.( H � �I �'�. -+ r,iy�'�.�.�.
�-, �•. `gal ,;+ - -.I' �L/•. _ '_i" ��-` � "` ":'��``,-.;�i
j �� � ��i r-`-' -��. ��il+�-•� �V�I = l -�. � �,.'�y r.:..r _`' .. � -'�� .�',L�• - � 1�:V �" .1
� t
1f �• } I�. '�. to � .
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VICINITY MAP
SCALE: 1" - 2000'
PROPERTY DESCRIPTION
(PER TITLE COMMITMENT, SURVEY FIELD MEASUREMENTS IN BRACKETS)
A TRACT OF LAND SITUATED IN TRACT 55, TOWNSHIP 8 SCUT,, FANG=E 86 WEST, OF THE SIXTH PRINCIPAL
MERIDIAN, MORE FULLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE CENTER OF THE ROARING FORK RIVER: WHENCE THE A.P. CORNER NO. 1
OF TRACT 57 AND A.P. CORNER NO. 8 OF TRACT 56 OF SAID TOWNSHIP AN RANGE BEARS NORTH 34°40'
WEST 3071.84 FEET [NORTH 34°19'48" WEST 3068.45 FEET]; THENCE SOUTH 13°03' EAST 140.0 FEET
�140.51 FEET] TO THE NORTHERLY _INE OF THE D. & R. G. RAIL ROAD; THENCE NORTH 89°30' EAST 123.13
FEET [170.55 FEET] ALONG THE NORTHERLY LINE OF THE D. & R. G. RAILROAD; THENCE SOUTH 84'40' EAST
251.2 FEET; [THENCE CONTINUING ALONG SAID NORTHERLY LINE, SEE CURVE DATA ALONG D. & R. G.
RAILROAD R.O.W.] ALONG THE NORTHERLY LINE OF THE D. & R. G. RAILROAD TO ITS INTERSECTION WITH
THE WESTERLY LINE OF STATE HIGHWAY NO. 82; THENCE NORTH 43'59' WEST 200.00 FEET [NORTH
37°38'29" WEST 166.94 FEET] ALONG THE WESTERLY LINE OF STATE HIGHWAY NO. 82; THENCE NORTH
86°50' WEST 266.3 FEET [218.47 FEET] TO THE CENTER OF THE ROARING FORK RIVER, THE POINT OF
BEGINNING.
COUNTY OF PITKIN
STATE OF COLORADO
\
NOTES
1. DATE OF FIELD WORK: MAY 3, 6, 13, 16 AND 24, 2022. UPDATED SEPTEMBER 22, 2022.
"ORIGINA "C.D.O.T. RIGHT-OF-WAY PER REC. NO. 418640
2. DATE OF PREPARATION: MAY, 2022. UPDATED SEPTEMBER, 2022.
\ ANDTITLE ❑MMITMENT
'p
3. LINEAR UNITS: THE LINEAR UNIT USE IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT
AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF
STANDARDS AND TECH NOLOG'r.
\
'
\
4. BASIS OF BEARING: A BEARING OF N37°38'29"W FROM THE FOUN❑ NO. 5 REBAR WITH 1 a" FADED
PLASTIC CAP STAMPED "PLS 31944" MARKING THE NORTHWEST CORNER OF C.D.O.T. PARCEL 433 A5
`\ 30" C.M.P.
FLOWLINE=6743.20'
DESCRIBE❑ IN THE DOCUMENT POSSESION AND USE AGREEMENT RECORDED June 25, 1998 AS
RECEPTION NO. 418640 OF THE PITKIN COUNTY RECORDS, AND THE FOUND NO. 6 REBAR WITH 3a'
BRASS CAP STAMPED "RFTA ROW PLS 24313" MARKING THE SOUTHWEST CORNER OF SAID PARCEL,
\
\ \
5. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO
\
DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING
EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENT
\ \
\
ISSUED BY TITLE COMPANY OF THE ROCKIES, COMMITMENT NO. 0707697-C2, EFFECTIVE DATE OF
\
APRIL 29, 2022 AND DOCUMENTS AND PLATS OF RECORD A5 SHOWN IN THE SOURCE DOCUMENTS,
-FOUND NO. 6 REBAR W/3.25" BRA55'L
HEREON.
LUSH W/GROUND, "RFTA ROW PL5 243 "
s \
6. BASIS OF ELEVATION: AN ELEVATION OF 6748.75 FEET ON THE FOUND NO. 5 REBAR WITH 3 a"
ALUMINUM CAP, ILLEGIBLE, WHICH WAS ESTABLISHED BY A GLOBAL POSITIONING SYSTEM
`
OBSERVATION BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88 USING THE
2018 GEOID MODEL), AND WHICH ESTABLISHED THE LOCAL PROJECT BENCHMARK, AS SHOWN.
7. CONTOUR INTERVAL: ONE (1) FOOT.
8. ADDRESS: 24750 HWY 82, BASALT, CO 81621.
'
9. PITKIN COUNTY PARCEL NO: 246720100006
16.00' PRIVATE ROADWAY & CROSSING
BOOK 366 PAGE 136 REC. NO. 213285
LOCATION APPROXIMATE, BASED ON SCANNED DOC. ►
SOURCE DOCUMENTS:
• MAP - WEBB 1041 MINOR HAZARD REVIEW MAP tPLAT BOOK 53 PAGE 84, REC. NO. 444248, JUNE 15, 2000)
• MAP - NICKEL 1041 MINOR HAZARD REVIEW MAP (PLAT BOOK 24 PAGE 1, REC. NO. 320672, MARCH 8, 1990)
• MAP - BISHOP 1041 MINOR REVIEW PLAT (PLAT BOOK 24 PAGE 30, REC. NO. 323845, JUNE 25, 1990)
• MAP - C.D.O.T RIGHT OF WAY PLAN, PROJECT NO. STIR0821-029 UNIT 4 (SURVEY BOOK 55 PAGE 90, REC. NO. 450418, JANUARY 11, 2001)
• MAP - RAILROAD RIGHT-OF-WAY SURVEY BASALT SEGMENT (PLAT BOOK 89 PAGE 71, REC. NO. 555085, ❑ECEMBER 16, 2008)
• PLAT - THIRD AMENDMENT TO THE FINAL PLAT OF THE ROARING FORK CLUB PLANNED UNIT ❑EVELOPMENT (PLAT BOOK 56 PAGE 54, REC. NO. 450990, JANUARY 29, 2001)
ALL OF THE PITKIN COUNTY, COLORADO RECORDS -UNLESS OTHERWISE NOTED.
SURVEYOR'S CERTIFICATE
I, GEOFFREY R. KELLER, HEREBY CERTIFY TO GERALD D. WEBB AND TITLE COMPANY OF THE ROCKIES, LLC, THAT THIS IS AN "IMPROVEMENT SURVEY PLAT"
AS DEFINED BY C.R.S. § 38-51-102(9), AND THAT IT IS A MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, WATER
COURSES, WATER FEATURES AND/OR BODIES OF WATER, ROADS, VISIBLE UTILITIES, FENCES, OR WALLS SITUATE ON THE DESCRIBE❑ PARCEL AND WITHIN
FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL EASEMENTS AND
RIGHTS OF WAY OF A PUBLIC OR PRIVATE NATURE THAT ARE VISIBLE, OR APPARENT, OR OF RECORD DESCRIBED IN TITLE COMPANY OF THE ROCKIES, LLC'S
TITLE INSURANCE, COMMITMENT NO.: 0707697-C2, OR OTHER SOURCESAS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT.
GEOFF
437997
9/23/2022 - 32119 GRK- G:\2022\32119 Web b\S U RV EY\S u r vey DWG s\Working Base Map\32119 BASE OVERLAP.dwg
IMPROVEMENT SURVEY PLAT:
24750 HWY 82
SITUATED IN TRACT 551 TOWNSHIP 8 SOUTH, RANGE 86 WEST OF THE 6T" P.M.
COUNTY OF PITKIN, STATE OF COLORADO.
SHEET 2 OF 3
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EXISTING LEGEND
— — — — — — -
EXISTING CONTOUR
— — —7900 —
— EXISTING CONTOUR INTERVAL
— xGAS xGAS
xeas — EXISTING GAS
flEL OEL
EXISTING OVERHEAD ELECTRIC
x x
EXISTING WIRE FENCE
[]E
EXISTING ELECTRIC MANHOLE
EXISTING GUY WIRE
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EXISTING -OWER POLE
EXISTING WELL
EXISTING DECIDUOUS TREE
30" C.M.P.
FLOW LIN E=6743.20'\
4
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GRAPHIC SCALE
20 0 10 20 40 80
IN U.S. SURVEY FEET)
1 inch = 20 ft.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBON DALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
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9/23/2022 - 32119 GRK - G:\2022\32119 Webb\SURVEY\Survey DWGs\Working Base Map\32119 BASE OVERLA:I.d%gg
IMPROVEMENT SURVEY PLAT:
24750 HWY 82
GRAPHIC SCALE
20 0 10 20 40
IN U.S. SURVEY FEET }
1 inch = 20 ft.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION 3AS--D JPON ANYDEFECTINT ISSURVEY WITHIN F REEYEARS
AF—=< " OJ F <-T CISCOVER SUCH DEFECT. IN NO E JEN IFMAY ANY ACTION
BAS-D JPON ANY DEF-CT IN THIS SUR:'EY BE COMMENCE MORE THAN TEN
Y--IRS =ROF7THE DA-E OF CERTIFICATION SHOWN HEREON.
80
1
SITUATED IN TRACT 551 TOWNSHIP 8 SOUTH, RANGE 86 WEST OF THE 6T" P.M.
COUNTY OF PITKIN, STATE OF COLORADO.
SHEET 3 OF 3
1
6740
1
1�
Mrv,.
0
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1
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Slopes Table
Number
Minimum Slope
Maximum Slope
Color
1
0.00%
15.00%
2
15.00%
30.00%
3
30.00%
45.00%
4
45.00%
+
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBON DALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
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6755,,\ hL
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9/23/2022 - 32119 GRK- G:\2022\32119 Webb\SURVEY\Survey DWGs\Working Base Map\32119 BASE OVERLAP.d%gg