HomeMy WebLinkAbout05.05.2020.boa.meetingBoard of Adjustment Agenda
TUESDAY, MAY 5, 2020, 5:30 PM
Maroon Bells Meeting Room, 3rd Floor
530 E Main St, Aspen, CO 81611
DUE TO COVID19 OUR BUILDING IS CLOSED. ALL BOARD OF ADJUSTMENT MEETINGS WILL BE HELD
VIRTUALLY.
Note: Please mute your computer or phone unless you would like to speak. If you plan to speak please state your name for the
record at that time.
You are invited to a Zoom webinar.
Join Zoom Meeting
https://zoom.us/j/92749072559?pwd=MmN5SHQzZGdxT2FkOVpMbXBZUUc2Zz09
Meeting ID: 927 4907 2559
Password: 771894
Dial by your location
+1 669 900 9128 US (San Jose)
+1 346 248 7799 US (Houston)
+1 301 715 8592 US
+1 312 626 6799 US (Chicago)
+1 646 558 8656 US (New York)
+1 253 215 8782 US
NEW BUSINESS
1.Case 052020
Hagedorn, Curt and Jean
1076 East Sopris Creek Road, Basalt
Requesting a 23.5' Rear Yard Setback variance where 30' is required on this 1.986 acre lot in the RS30 zone
district for the reconstruction of a singlefamily residence, due to existing conditions and the unusual
narrowness of the lot.
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 9205105 or at
joanna.shaffner@pitkincounty.com
3/20/19C:\Users\larisa.lalonde\Downloads\Application.Packet.PDF (1)_201503091422471692 (5).docx
PITKIN COUNTY
BOARD OF ADJUSTMENT
APPLICATION FORM
REPRESENTATIVE PHONE
E-MAIL FAX _______
MAILING ADDRESS
PARCEL OWNER __ PHONE ________
MAILING ADDRESS
LEGAL DESCRIPTION
SUBJECT PARCEL ADDRESS
PARCEL ID # __________
ZONE DISTRICT LOT SIZE __
(To be completed by Zoning staff)
Meeting Date:______________ Case #________________
Request:
_______ 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: __________________________________
Parcel ID | 246513400022
verso-arch.com 1 | 28
Hagedorn Ranch – Board of Adjustment Application
1076 E Sopris Creek Road Basalt CO 81621
April 2020
SUMMARY
The applicant is requesting the following variances due to site constraints resulting in limited and narrow developable area:
Modifications in the rear yard setback for the replacement of the main residence
Volume increase in the rear yard setback to increase the height of the replacement of the main residence, while
staying under and complying with the 28-FT maximum.
Rear yard setback variance for installation of new HVAC equipment
Permission to do exterior repairs, possible replacement of the vestibule and interior remodel of the existing
garage/proposed CDU, which encroaches on the side yard setback and is over the height limit for accessory structures
CONTENTS
SUMMARY....................................................................................................................................................................................1
LIST OF FIGURES & DRAWINGS...............................................................................................................................................1
SECTION 01. General Application Information............................................................................................................................2
Applicants ..............................................................................................................................................................................2
Legal Description, Directions & Vicinity Map............................................................................................................................3
SECTION 02. Variance Request..................................................................................................................................................4
SECTION 03. Drawings...............................................................................................................................................................6
SECTION 04. Summary of Permit History.................................................................................................................................17
LIST OF FIGURES & DRAWINGS
Figure A 2020 Existing Conditions Survey..................................................................................................................................6
Figure B Proposed Site Diagram ..................................................................................................................................................7
Figure C Main House Replacement Plans....................................................................................................................................8
Figure D Main House Replacement Elevations .........................................................................................................................11
Figure E Existing Garage/proposed CDU Floor Plans..............................................................................................................15
Figure F Existing Garage/proposed CDU Elevations................................................................................................................16
Figure G Resolution No.87-10 for principal dwelling setback variance..................................................................................18
Figure H Principal Dwelling Certificate of Occupancy..............................................................................................................19
Figure I 1987 Survey.....................................................................................................................................................................20
Figure J Barn Documents............................................................................................................................................................21
Figure K 1970 Plat drawing (not to scale).................................................................................................................................25
Figure L Views of the property....................................................................................................................................................26
llc
architecture + interiors
Parcel ID | 246513400022
verso-arch.com 2 | 28
SECTION 01. General Application Information
Applicants
Cut Hagedorn – Owner Jean Hagedorn – Owner
2505 Schell Court NE Albuquerque, NM 87106
801 505 8496 jeanhagedorn@gmail.com, 404 788 1669
Applicant’s representative: (See Consent Letter below)
Ely Merheb – Architect with Verso LLC
POBox 3633 Boulder CO 80307
720 772 6892 ely.merheb@verso-arch.com
Parcel ID | 246513400022
verso-arch.com 3 | 28
Legal Description, Directions & Vicinity Map
Address: 1076 E Sopris Creek Rd Basalt CO 81621
Legal: Section 13, Township 8S, Range 87W of the 6th Principal Meridian: A Tract Within Sec 13-8-87 & Being Part of
Tract 69 8-87
Directions: The property is at the northeast corner of the Sopris Creek Rd, and East and West Sopris Creek Rd intersection.
From Basalt, drive west on HWY 82, turn left toward Emma Rd and turn left on Emma Rd, Emma Rd turns right and becomes
Sopris Creek Rd, continue south to intersection of E and W Sopris Creek Rd, turn left onto E Sopris Creek and turn left
immediately into first driveway to access property.
W SOPRIS CREEK RD
E SOPRIS CREEK RD
NOTIFICATION SIGN
Parcel ID | 246513400022
verso-arch.com 4 | 28
SECTION 02. Variance Request
Existing Conditions
The previously developed subject site is located at the northeast corner of the intersection of Sopris Creek Road and East and
West Sopris Creek Road, in Pitkin County’s Emma Caucus. Figure A 2020 Existing Conditions Survey, shows the property is
1.986AC or 86,510-SF, it is zoned RS-30 with a maximum GFA of 5,750SF. The grading and drainage run generally undisturbed
sloping downward east to west, with the lowest point being Sopris Creek at the western end. The site is terraced into two
platforms defined by an existing retaining wall east of center, creating an upper eastern platform with a narrow portion of
developable and already disturbed area and a lower western platform mostly undeveloped and almost entirely encompassed by
the 100-FT wetland setback. See Figure B, drawing #5 for a diagram indicating the only developable area, roughly 17%.
Access to the property is on the southern end through an existing curbcut and gravel driveway accessed from East Sopris Creek
Road. The majority of the driveway is on the eastern upper platform which is the narrowest, most developed and developable
portion of the site. The driveway connects the two existing buildings in the property. The first is at the southeast corner, a two-
story gambrel roof structure with a two-car garage below and a partially finished one-bedroom apartment above, with concrete
pads and retaining walls on either end, and an underground OWTS. The second structure is a two-story single-family residence
at the northeastern edge of the property straddling both platforms. There are other minor man-made structures such as retaining
walls, spigots and concrete pads, as well as a perimeter wood fence spanning most of the eastern and northern property lines.
Both existing structures are considered non-conforming as the result of zoning changes which makes the lot substandard in size
and the structures to encroach on setbacks
The lower western platform is wider and less disturbed with only a portion of the single-family residence and its underground
OWTS. Sopris Creek runs north/south for the entire western edge of the property. A wetland has been mapped on the survey
east of the creek, as well as the 100-FT setback encompassing the majority of the lower platform. Riparian vegetation edges the
creek on both sides, especially on the west side creating a dense buffer between Sopris Creek Road and the property.
Background
The existing house is a two-level ranch style with 4-bedrooms and a total of 3,000-SF and a 365-SF crawl space. It was built in
the 1950’s as a two-level 3-bedroom home. Community Development Department records document a setback variance request
and approval from 1987, to add a fourth bedroom (master with bath) within the eastern sideyard and rearyard setbacks, see
Figure G. Aside from the master addition on the east side, an elevated living area was added on the west side, see Figure I for
location of approved 1987 additions.
The earliest records for the existing garage with partially finished 1-bedroom above are from 1979. Case #79-98 was an
application for a two-story barn for a livestock operation with a height variance, see Figure J. A Building Permit was issued,
Electric Inspection was passed and there is a letter from the Building Department stating adequate setbacks at the time. In 1981,
the owners applied for a Special Review to establish an 815-SF additional dwelling unit on the barn’s second level. Apparently,
construction began concurrent with the permit process and a 1,000-gallon single-compartment septic system and 12’x50’ STA
was approved and built under Environmental Health Department permit #80064. However, the application was eventually denied
because the water supply proposed was found to be inadequate as it was the existing shared domestic water well (#44618 from
1971) already connected to the principal dwelling. The ADU was left with the interior only partially finished, connected to the
septic system and to the shared well. This structure will be referred to as the garage/proposed CDU for the remainder of the
application.
The applicant is currently under Land Use Review #P063-19 for Activity Envelope, Site Plan Review, Special Review for a
Caretaker Dwelling Unit (CDU), and Restoration without Significant Changes for the main house and garage/CDU. That
application addresses existing encroachments on the western wetland setback and how the proposed CDU will be brought to
compliance, including removal of the shared well connection.
Variance Requests
Hardship #1: As described in the existing conditions, as a result of zoning changes there is only a small and unusually narrow
portion of the site available for development, see Figure B drawing #5/A1. After careful consideration of current land-use and
building codes in the context of existing site constraints, the applicant and consultants have concluded that replacing the single-
family residence and remodeling/repairing the garage/proposed CDU are the least impactful courses of action for the already
developed site and the only way to fit all development components in the site as it allows a reduced wetland setback of 50-FT
per §9-20-50(c)(3). Comparing Figure A 2020 Existing Conditions Survey with Figure B Proposed Site Diagram shows how
new impacts are minimized, while fitting all required and proposed development components: a new 2-car garage adjacent to the
replacement house, driveway modifications to accommodate the fire truck turn-around and a water storage tank with dry-hydrant
as requested by the Fire Department, installation of replacement code compliant OWTS for both structures, remodel/repair of the
garage/proposed CDU and required site improvements around both structures.
Parcel ID | 246513400022
verso-arch.com 5 | 28
Hardship #2: The proposed strategy best aligns with Pitkin’s goals. Trying to place all components in the small and narrow
developable space is not possible and would result in the opposite conditions listed below, and Site Plan approval would most
likely be denied.
▪It requires the least amount of grading as only minor modifications around both structures would be required in order to
adjust to new conditions and code requirements for access and site stairs. §7-20-10&20
▪Minimal grading also results in less disturbance to existing trees, vegetation, and water flow patterns. §7-20-30
▪Reusing existing siting and/or structures results in the greatest separation between them, which is ideal for scenic view
protection §7-20-120, for wildlife habitat §7-20-70 and for wildfire mitigation §7-20-60. See Figure L.
▪The main house remaining partially in the lower platform maximizes views of surrounding ridgelines. If relocated, the
structure would end up at the upper platform, and therefore 8-FT to 10-FT higher in elevation, §7-20-120. See Figure L.
▪The main house will continue to sit perpendicular to Sopris Creek Rd, which minimizes the visible mass from the road.
Otherwise, it would have to be sited parallel to the road, doubling or tripling visible mass. §7-20-120
▪This orientation is best for solar access, maximizing the benefits of high summer vs low winter sun for passive
temperature control and daylighting. Relocating the house would create Hardship #3, ineffective solar orientation.
See Figure C Main House Replacement Plans for the proposed, which is designed to be a compact two-level rectangle in order
to fit within the existing footprint per §9-20-50(c)(3), reduce setback encroachments, and greatly improve upon structural and
energy efficiency. This is achieved by keeping the main rectangular portion of the existing footprint while eliminating bump-outs
and infilling indentations and overhangs, which are harder to insulate and protrude further into setbacks. This results in the
following modifications and variance requests, which mostly reduce area and improve setback dimensions:
Request for rear setback encroachment of 23.5-FT, instead of the current 27.8-FT. This is the result of a volume
increase of 5-SF at the lower level while eliminating 75.5-SF of the northern bump out. Plus, a volume increase of 35-
SF at the upper level while eliminating 87.5-SF of the northern bump out. See Figure B.
Height/volume increase proposed in the rear setback will remain under the maximum 28-FT. Top of ridge would
increase by approximately 5-FT, current top of ridge is at 6800.9-FT and the highest point of the new roof is planned
for approximately 6805.9-FT. See Figure D, page 13 and 14.
Partial encroachment of new HVAC units within the rear setback, approximately 30-IN. The units must be close to the
house and no more than 30-FT from the space served. The entire house perimeter is within a setback, except for ±24-
LF by the main entry, which need to remain clear of obstructions for access and to allow for a weather protected
connection between the house and garage entries with a new <8-FT deep canopy. Currently assuming five (5) 36-IN
tall units behind the proposed garage, whose size and location is determined by the setbacks and to fit the required
fire-truck turnaround without creating new encroachments on the side with site walls taller than 30-IN to retain the
>30% slopes in that area. Once the ventilation system is designed, it may result in a possible reduction of the number
of units or selection of smaller ones under 30-IN in height. Reference Figure B.
Side setback will decrease by ±10-IN, to 49.5-FT, but remains in compliance with the 30-FT minimum.
See Figure E Existing Garage/proposed CDU Floor Plans for the proposed repairs/remodel and the existing encroachments on
the eastern side setback. Exterior repairs include replacement windows, site improvements to address drainage and access,
siding and roofing repairs, and repair or possible replacement of the upper level entry vestibule. If the CDU is approved, there will
also be a modest interior remodel to finish the 1-bedroom apartment and comply with code. The following encroachments will be
increased but are allowed per §5-20-100. First, the existing site steps will be reconfigured to meet code and therefore extend
further into the setback. Second, the entry deck will be replaced and expanded with code compliant stairs but will be uncovered
and less than 30-IN above grade. Below is a summary of the work requiring variances or occurring in the setback:
The upper level entry vestibule needs to be repaired or replaced. The scope is not fully defined but will be done in a
manner as to not increase non-conformity and meet code. See Figure E and Figure F.
The existing gambrel roof height is approximately 2.16-FT over the 20-FT maximum height for accessory structures.
The roof will remain the same, the plan is to only repair as required. See Figure F.
Handrails for existing deck stair replacement as required per code.
Thank you for your consideration of this application. The Applicant believes all information necessary for evaluation is provided
and that it demonstrates the scope of work will be the least impactful course of action for the site. Granting the proposed
variances will not cause detriment to the public good, nor will it impair the intent or purpose of the Pitkin County Comprehensive
Plan and Land Use Code. The variance requests will mostly result in reduction of existing encroachments as described above
and documented in the Site Diagram. Should further information be necessary, please do not hesitate to contact Verso LLC.
Parcel ID | 246513400022
verso-arch.com 6 | 28
SECTION 03. Drawings
Figure A 2020 Existing Conditions Survey
(Not to scale, reference full-size version provided)
Parcel ID | 246513400022
verso-arch.com 7 | 28
Figure B Proposed Site Diagram
(Not to scale, reference full-size version provided)
Parcel ID | 246513400022
verso-arch.com 8 | 28
Figure C Main House Replacement Plans
(SCALE: 3/32’’ = 1’-0”)
REPLACEMENT PLAN
Level 02 (Upper Level)
REPLACEMENT PLAN
Level 01 (Lower Level)
Parcel ID | 246513400022
verso-arch.com 9 | 28
Floor Plan Overlay SCALE: 3/32’’ = 1’-0”
OVERLAY PLAN
Level 02 (Upper Level)
OVERLAY PLAN
Level 01 (Lower Level)
Parcel ID | 246513400022
verso-arch.com 10 | 28
Main House Existing Floor Plans SCALE: 3/32’’ = 1’-0”
EXISTING PLANS
Level 02 (Upper Level)
EXISTING PLANS
Level 01 (Lower Level)
Parcel ID | 246513400022
verso-arch.com 11 | 28
Figure D Main House Replacement Elevations
Parcel ID | 246513400022
verso-arch.com 12 | 28
Replacement Elevations Continued
Parcel ID | 246513400022
verso-arch.com 13 | 28
Replacement Elevations Continued – Overlay with existing
Parcel ID | 246513400022
verso-arch.com 14 | 28
Replacement Elevations Continued – Overlay with existing
Parcel ID | 246513400022
verso-arch.com 15 | 28
Figure E Existing Garage/proposed CDU Floor Plans
Parcel ID | 246513400022
verso-arch.com 16 | 28
Figure F Existing Garage/proposed CDU Elevations
Parcel ID | 246513400022
verso-arch.com 17 | 28
SECTION 04. Summary of Permit History
Documents titled per Pitkin County Archive Office
pitkin.eh.246513400022 (2016) OWTS Permit for Continued Use 2016
2016.07.15 OWTS Use Permit
pitkin.bldg.246513400022 House Addition 1988
1990.07.27 Certificate of Occupancy for additional 762SF of living area and one bedroom.Figure H
1990.03.09 Building Inspection for permit #12780
1990.02.07 Building Inspection for permit #12780
1990.02.06 Building Inspection for permit #8686
1989.03.24 Electrical Permit Application #8686 for living room and bedroom addition
1988.09.09 Building Permit Application #12798 and 12780 for addition
1982.01.29 Electric Building Inspection approved for “garage only”.
1981.05.14 Building Inspection Department #4003 for new service entrance for 700SF
1979.08.07 Building Permit Application #2563 for 2 car garage and storage barn
pitkin.boa.87.10.pdf House Addition 1987
1987.06.02 Resolution No 87-10 granting setback variances due to downzoning.Figure G
1987.04.28 Minutes from Pitkin County Board of Adjustment meeting.
Notice of Public Hearing and 300FT radius mailing list.
1987.04.08 Application for a 20’x30’ bedroom and bath addition, as well as rearyard and sideyard setback
variances.
1987.04.03 Survey Figure I
pitkin.planning.246513400022 Gressett Additional Dwelling Unit – Special Review 1981
1981.12.23 Letter from Aspen/Pitkin Regional Building Department stating barn setbacks were adequate.
1981.11.02 BOCC letter denying “Gressett Additional Dwelling Unit – Special Review”
1981.08.13 Letter from Wright-McLaughlin Engineers stating adequacy of shared well for 6 to 20 homes.
1981.08.01 Letter from Division of Water Resources stating it no longer recommended connecting the barn
dwelling unit to the shared well.
1981.01.05 Letter from Aspen/Pitkin Environmental Health Department
1981.01.05 Letter from Pitkin County with conditional approval
1980.12.17 Letter from Division of Water Resources recommending approval
1980.12.15 Permit #80064, Environmental Health Department application for a septic tank for the structure listed
as “Barn-Caretaker Unit”.
1980.12.10 Letter from Aspen/Pitkin Planning Office to Division of Water Resources requesting review of the
“Gressett Additional Dwelling Unit – Special Review
1979.05.10 Letter from Pitkin County Sanitation regarding water supply and sewage disposal system.
1972.06.28 Supplemental Easement and Agreement (shared well)
1970.12.03 Plot Plan Figure K
pitkin.eh.246513400022 (1980) Septic Tanks 1973-1980
1980.12.02 Permit #80064 Environmental Health Department application for a septic tank for the structure listed
as “Barn-Caretaker Unit”.
1978.04.16 Permit #78017 Environmental Health Department application to abandon aerator for septic tank for
the single-family residence.
Additional testing and inspection docs included.
pitkin.boa.79.98 Barn Structure 1979
1981.12.04 Letter from concerned neighbor regarding CDU application for the barn.
1979.08.28 Letters announcing public hearing and adjacent property addresses.
1979.08 Notice of Public Hearing.Figure J
1979.08.08 Height variance application for a two-story barn for livestock operation #79-98. Figure J
Parcel ID | 246513400022
verso-arch.com 18 | 28
Figure G Resolution No.87-10 for principal dwelling setback variance
Parcel ID | 246513400022
verso-arch.com 19 | 28
Figure H Principal Dwelling Certificate of Occupancy
Parcel ID | 246513400022
verso-arch.com 20 | 28
Figure I 1987 Survey
Not to scale. Green highlight shows the added area.
Parcel ID | 246513400022
verso-arch.com 21 | 28
Figure J Barn Documents
Parcel ID | 246513400022
verso-arch.com 22 | 28
(continuation of barn documents)
Parcel ID | 246513400022
verso-arch.com 23 | 28
(continuation of barn documents)
Parcel ID | 246513400022
verso-arch.com 24 | 28
(continuation of barn documents)
Parcel ID | 246513400022
verso-arch.com 25 | 28
Figure K 1970 Plat drawing (not to scale)
Parcel ID | 246513400022
verso-arch.com 26 | 28
Figure L Views of the property
All images below are from Google Maps. Yellow outline represents existing structures with mods per Section 03.
Northwest corner of lot, traveling south on Sopris Creek RD From Sopris Creek Rd, looking east at main house
Looking east on W Sopris Creek Rd, at intersection
Southeastern corner of the property from E Sopris Creek Rd
Parcel ID | 246513400022
verso-arch.com 27 | 28
SECTION 05. List of Owners (300ft radius)
Parcel ID | 246513400022
verso-arch.com 28 | 28
(continuation of list of owners)
XXXXXXXXXXXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEXSSSS EEDYHOSWDYHDYH IEWPWN 02°59'00" E 133.73'N 07°19'00" W 228.44'S 89°04'00" E 240.59'S 07°19'00" E
2
2
8
.
4
4
'
S 02°59'00" W
1
3
3
.
7
3
'
34.60'36.70'5.60'15.50'8.60'4.60'3.10'6.40'3.10'1.20'25.50'42.00'6.10'22.40'#5 REBAR &CAP L.S.#ILLEGIBLEIN CONCRETETBMEL=6795.94'2.2'50.5'14.5'98.3'123'OVERHEAD ELECTRIC (TYP.)15' HOLY CROSS ELECTRICEASEMENT BK 256 PG 297TIE RETAINING WALL (TYP.)GRAVELDRIVEWAYCONCRETEPADTIE RETAININ
G
W
A
L
L
(
T
Y
P
.
)
DECK CONCRETEPADCONCRETEWALL2 STORYBLOCK &WOODFRAME ADU.CANTI-LEVERTIESTEPSCONCRETE PADGRAVELDRIVEWAYGRAVEL DRIVEWAY
TELE.PED. (TYP.)60" CMPIO 6769.1'30" CMPIO 6769.6'MAILBOXESSIGN (TYP.)PK NAIL IN ASPHALT15.50' WITNESS CORNERMETALLIC TONEBELOW ASPHALTGRAVEL DRIVEWAYSEE NOTE #8SEPTICTANKLIDSBLOCKBBQWELLCASESPIGOTFENCE (TYP.)EAST SOPRIS CREEK ROAD30' ROAD EASEMENTPER BK 116 PG 115SOPRIS CREEK ROAD30' ROAD EASEMENTPER BK 116 PG 115WEST SOPRISCREEK ROADIRRIGATIONCONTROL BOXWATERSERVICESPIGOT#5 REBAR & CAPL.S. #ILLEGIBLESEPTICTANKLIDSSTEPSLOWERDECKUPPER LEVELWOOD DECKCANTILEVERELEC.OUTLETSOPRIS CREEK FENCE(TYP.)SIGN(TYP.)FENCEWIRE ACROSSCREEKGUY WIRESTEPSPARCEL 5CROWN MOUNTAINRANCHLP TANKFENCE#5 REBAR#5 REBAR#5 REBAR & CAPL.S. # ILLEGIBLEELEC.OUTLETWATER PUMPSEE WATERDIVISION NO. 5RULING DATED JUNE21, 1982,APPLICATION NO.81CW366SINGLE STORY WOODFRAME HOUSE WITHWALKOUT BASEMENT1076 EAST SOPRISCREEK ROAD1.986 AC. ±HOWARDBK 263 PG 2241088 E. SOPRIS CREEK ROADNEWMANBK 368 PG 4151108 E. SOPRIS CREEK ROAD60' COUNTY ROADR-O-W BK 116 PG 11530' COUNTY ROADR-O-W EASEMENTBK 116 PG 115100'PARCEL 2CROWN MOUNTAIN RANCHELEC. OUTLETN 89°04'00" W 240.59'P.O.B. AP4 TR 69BEARS S89°04'00"E674.65'30'20'30'BUILDING SETBACKBUILDINGSETBACKFLOODPLAIN ZONE APER FEMA PANEL08097C0081E DATEDAUGUST 15, 201915'OVERHEAD ELECTRIC (TYP.)15' HOLY CROSS ELECTRICEASEMENT BK 256 PG 29715'SHARED WELL PERBK 260 PG 686BK 261 PG 515BK 264 PG 875APPROX HIGHWATER MARKF.F.6778.3'F.F.6786.8'EX-UE EX-UE EX-UE
EX-UE
EX
-U
E
EX
-U
E
E
X
-
U
E
T TTTT
T
T
T
T
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
CTV
CT
V
CT
V
CT
V
CT
V
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTVTTTTCTVCTVCTVCTVTT
TTTTTCTVCTVCTVCTVCTVCTVEX-UEEX-UEEX-UE EX-UE EX-UE EX-UE EX-UE EX-UE POWER POLEELEC. METEREX-UEGGGWILLOWDECIDUOUSTREE (TYP.)DECIDUOUSTREE (TYP.)CONIFERTREE (TYP.)CONIFERTREE (TYP.)F.F.6788.8'F.F.6800.0'F.F.6789.0'RIDGE6813.1'DYHSPIGOTRIDGE6798.5'RIDGE6800.9'RIDGE6799.5'WESTWIRE6810.4'EASTWIRE6809.1'LOWERWIRE6807.4'UPPERWIRE6810.8'WESTWIRE6812.2'33.10'
33.10'CANTI-LEVERSSSSSSSS SS SS SSAPPROX LEACHFIELD PERINSTALLATIONSKETCHSSSSSS
SS APPROX LEACHFIELD PERINSTALLATIONSKETCHAPPROX WETLANDDELINEATION PERSGM FIGURE 4 DATED10/31/18T1T2T3T4T5T6T7T8T9T10T11T12T13T14T15T16T17T18T19T20T21T22T23T24T25T26T27T28T29T30T31T32T33T34T35T36T37T38POWER POLEELEC. METERFOR ADU67706770
24.50'24.50'677067706770 67706775
6790
678067706775
67856780
67
9
567956790678067756770678567906795 100' OFFSETAPPROX HIGHWATER MARKWWWWWWWWWWWWWWWWWWWWWWWWWWWATERLINEWATERLINEWATERLINEWATERLINECENTERLINE OF WATERPIPELINE EASEMENT PERBK 260 PG 686BK 261 PG 515BK 264 PG 875NO WIDTH PROVIDEDNOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTIONBASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRSTDISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT INTHIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THECERTIFICATION SHOWN HEREON.ByNO.DateProject NO.RevisionDrawn By:Checked By:Date:Computer File:P.O. Box 1746Rifle, CO 81650Phone (970) 625-1954Fax (970) 579-7150www.peaksurveyinginc.comSNWEPeak Surveying, Inc.Since 2007160491 OF 1CURT H. HAGEDORN & JEAN M. HAGEDORNPITKIN COUNTY, COLORADOIMPROVEMENT & TOPO SURVEYSITUATED IN TR69, S13, T8S, R87W1076 E. SOPRIS CREEKJRNJRNAUGUST 23, 2018049.DWG103/20/19UPDATE SURVEYJRN203/28/19UPDATE TOPOJRN306/14/19UPDATE 100' SETBACKJRN411/13/19UPDATE PER NEW FEMA PANELJRN503/19/20UPDATE SURVEYJRNIMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEYA TRACT OF LAND SITUATED TRACT 69, SECTION 13TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE 6TH P.M.COUNTY OF PITKIN, STATE OF COLORADOPROPERTY DESCRIPTIONA TRACT OF LAND LYING WITHIN SECTION 13, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THESIXTH PRINCIPAL MERIDIAN AND BEING A PART OF LOT 69, TOWNSHIP 8 SOUTH, RANGE 87WEST OF THE SIXTH PRINCIPAL MERIDIAN AND BEING MORE FULLY DESCRIBED AS FOLLOWS:BEGINNING AT A POINT NORTH 89°04'W 674.65 FEET FROM A POINT OF BEING AP4 OF TRACT 69(A 1924 BRASS CAP); THENCE N 02°59' E 133.73 FEET ALONG THE CENTERLINE OF A COUNTYROAD; THENCE N 07°19' W 228.44 FEET ALONG THE CENTERLINE OF A COUNTY ROAD; THENCE S89°04' E 240.59 FEET; THENCE S 07°19' E 228.44 FEET; THENCE S 02°59' W 133.73 FEET; THENCE N89°04' W 240.59 FEET ALONG THE EASTERLY LINE OF SAID TRACT 69 TO THE POINT OFBEGINNING.COUNTY OF PITKINSTATE OF COLORADONOTES:1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDINGSETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN INTHE TITLE COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NO.Q64001128-2, DATED EFFECTIVE AUGUST 31, 2016.2) THE DATE OF THIS SURVEY WAS JULY 08, 2016, AUGUST 17, 2018, MARCH 11, 2019 AND MARCH13, 2020.3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S07°19'00"E BETWEEN THENORTHWESTERLY CORNER, A #5 REBAR FOUND IN PLACE AND THE WESTERLY ANGLE POINT, A#5 REBAR & CAP L.S. #ILLEGIBLE FOUND IN PLACE.4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.5) THIS SURVEY IS BASED ON THE WARRANTY DEED RECORDED AS RECEPTION NO. 455304 INTHE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE.6) THE SUBJECT PROPERTY ACCORDING TO THE PITKIN COUNTY COMMUNITY DEVELOPMENTWEBSITE IS ZONED RS-30. BUILDING SETBACKS ARE AS FOLLOWS: FRONT = 30', REAR = 30', SIDES= 20' AND STREAM = 100'. BUILDING SETBACKS SHOULD BE VERIFIED WITH COMMUNITYDEVELOPMENT PRIOR TO ANY PLANNING DESIGN OR CONSTRUCTION.7) ELEVATIONS AS SHOWN ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERNCOLORADO RTVRN GPS NETWORK (NAVD 88 ORTHO DATUM) YIELDING AN ONSITE ELEVATIONOF 6795.94' ON THE EASTERLY ANGLE POINT AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.8) BASED ON PITKIN COUNTY MAPPING AND BOUNDARY CORNERS FOUND IT IS BELIEVED THATA PORTION THE AREA EASTERLY OF THE SUBJECT PROPERTY IS COUNTY RIGHT-OF-WAY ASDESCRIBED IN BOOK 116 AT PAGE 115.NESW0306090120150180210240270300330P e a k
S
urveying, Inc.02020408010COL
O
R
ADO LICENSEDPROFESSIONAL LAND
S
U
RVEYO R
JAS
O
N R. NEIL37935IMPROVEMENT SURVEY STATEMENTI, JASON R. NEIL, HEREBY CERTIFY TO CURT H. HAGEDORN, JEAN M. HAGEDORN, THAT I AM APROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO;THAT THIS IMPROVEMENT SURVEY PLAT IS TRUE, CORRECT AND COMPLETE BASED ON MYKNOWLEDGE, INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT THISIMPROVEMENT SURVEY PLAT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED ORIMPLIED, THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME FROM AN ACCURATESURVEY OF THE REAL PROPERTY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION ONJULY 08, 2016, AUGUST 17, 2018, MARCH 11, 2019 AND MARCH 13, 2020; THAT, IN THEPREPARATION OF THIS IMPROVEMENT SURVEY PLAT, I RELIED UPON THE TITLE COMMITMENTPREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NO. Q64001128-2, DATED EFFECTIVEAUGUST 31, 2016; THAT THE LOCATION AND DIMENSIONS OF ALL BUILDINGS, IMPROVEMENTS,EASEMENTS, RIGHTS OF WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY ORON THE REAL PROPERTY AND MATTERS REFERENCED IN SAID TITLE COMMITMENT CAPABLEOF BEING SHOWN ARE ACCURATELY SHOWN, AND THAT THIS PLAT IS IN ACCORDANCE OF ANIMPROVEMENT SURVEY PLAT AS SET FORTH IN C.R.S. §38-51-102(9). DATED: MARCH 13, 2020 BY:___________________________________ JASON R. NEIL, P.L.S. NO. 37935 FOR AND ON BEHALF OF PEAK SURVEYING, INC.FIGURE A
(N) SEPTIC TANK LIDS
(N) COMBINED LEACH
FIELD LOCATION
(N) SEPTIC
TANK LIDS(N) FIRE SUPRESSION TANK & DRY HYDPER FD (REQS 25'-0" CLEAR FROM STA &A 10'X40' SPACE FOR FD TRUCK)(N) DETENTION
BASIN
APPROX LOCATION OF
STA TO BE ABANDONED 2.2' (E) REAR SETBK14.5'98.3'100' WETLAND SETBACK 30' REAR SETBACK2 0 ' S I D E S E T B K
30'FRONT SETBACK50' WETLAND SETBACK
20' SIDE SETBK
50' WETLAND SETBACK
100' WETLAND SETBACK
5 0 .2 ' (E ) S I DE S E T B K
6 3.4 ' (E ) W ETLA N D S ET B ACK
APPROX LEACH FIELD
TO BE ABANDONED
EXPANDED DRIVEWAY &
TURNAROUND PER FIRE DEPT
SPIGOT
SPIGOT
I
P
#5 REBAR &
CAP L.S.#
ILLEGIBLE
IN CONCRETE
TBM EL=6795.94'OVERHEAD ELECTRIC (TYP)15' HOLY CROSS ELECTRICEASEMENT BK 256 PG 297GRAVEL
DRIVEWAY
C O N C
P A D
TIE RETAINING W ALL (TYP)DECKCONCRETE
PAD
CONCRETE WALL
CONCRETE PAD
GRAVEL
DRIVEWAY
G R A V E L D R IV E W A Y
TELE
PED (TYP)
60" CMP
IO 6769.1'
30" CMP
IO 6769.6'
MAIL
BOXES
SIGN (TYP)
PK NAIL IN ASPHALT
15.50' WITNESS CORNER
METALLIC TONE
BELOW ASPHALT GRAVEL DRIVEWAYWELL
CASE
SPIGOT
FENCE (TYP)
EAST SOPRIS CREEK ROADSOPRIS CREEK ROADW E S T S O P R I S
C R E E K R O A D
IRRIGATION
CONTROL BOX
WATER
SERVICE
#5 REBAR & CAP
L.S. #ILLEGIBLE
ELEC.
OUTLET
SOPRIS CREEKFENCE
(TYP)
SIGN
(TYP)
WIRE ACROSS
CREEK
GUY WIRE
LP TANKFENCE
#5 REBAR
#5 REBAR
#5 REBAR & CAP
L.S. # ILLEGIBLE
ELEC OUTLET
WATER PUMP
1.986 AC. ±
HOWARD
BK 263 PG 224
1088 E. SOPRIS CREEK ROAD
NEWMAN
BK 368 PG 415
1108 E. SOPRIS CREEK ROAD
60' COUNTY ROAD
R-O-W BK 116 PG 115
30' COUNTY ROAD
R-O-W EASEMENT
BK 116 PG 115
PARCEL 2
CROWN MOUNTAIN RANCH
ELEC. OUTLET
P.O.B. AP4 TR 69
BEARS S89°04'00"E
674.65'
BUILDING SETBACK
BUILDING SETBACK
FLOODPLAIN ZONE A
PER FEMA PANEL
08097C0081E DATED
AUGUST 15, 2019
15'
OVERHEAD ELEC (TYP)
15' HOLY CROSS ELEC
EASEMENT BK 256 PG 297
15'APPROX HIGH
WATER MARK
POWER POLE
ELEC METER
DECIDUOUS
TREE (TYP)
DECIDUOUS TREE (TYP)
CONIFER TREE (TYP)
CONIFER TREE (TYP)
F.F.
6800.0'
RIDGE
6813.1'
SPIGOT
CANTILEVER
APPROX WETLAND
DELINEATION PER
SGM FIGURE 4 DATED
10/31/18
CENTERLINE OF WATER PIPELINE
EASEMENT PER
BK 260 PG 686
BK 261 PG 515
BK 264 PG 875
NO WIDTH PROVIDED
E
E
OSWDYH
E
WDYH DYHS
S
DYHDYHS S
BASALT
SH-82
EMMA RD
SOPRIS
CREEK RD
W SOPRIS
CREEK RD
E SOPRIS
CREEK RD
SITE
VICINITY MAP
(N) GARAGE
(2-CAR)
FF = 6788
686 SF
(N) CONC WALKWAYS
(N) CANOPYREPLACEMENT HOUSE
2-STORY
FF L1 = 6778.3
1834 SF
(E) GARAGE/(N) CDU
(2-CAR)
FF L1 = 6788.8'
810 SFHIGH-WATER MARK(N) EAVE
BLUE DASHED LINE IS
(E) HOUSE FOOTPRINT
D E C K
HIGH-WATER MARK(N) MECH EQUIP
4 9 .5 ' (N ) S I D E S E T B A C K
6 9.6 ' (N ) W ET L A ND S E TB ACK
≤ 8 '-0"≤ 8'-0"6.6' (N) REAR SETBK(E) WATER LINE TO BE
ABANDONED
Issue:
architecture & interiors
Plot Date:
Do not scale, contact Verso in case of
discrepancy. This information is
exclusive property of Verso and shall be
used only for purpose supplied with
written consent.
verso
NOT FOR PERMIT OR
CONSTRUCTION
llc
Revision History:
Project #:
@
0''1''2''
Date:@ VERSO LLC | PO Box 3633 Boulder CO 80307 | 720 772 6892 | www.verso-arch.com04/02/2020 10:46:38
A1
SITE DIAGRAMHAGEDORN RANCH1076 E SOPRIS CREEK RDBASALT CO 81621MAIN HOUSEDD Progress Set
1726
04.01.2020
BOA VARIANCE REQUEST
1" = 20'-0"1 SITE DIAGRAM - PROPOSED
GENERAL NOTES:
1. SEE 2020 SURVEY BY PEAK SURVEYING FOR DETAILED EXISTING CONDITIONS.
2. PRELIMINARY PLANS, NOT FOR CONSTRUCTION.
Date: Issue: Rev: 1" = 30'-0"5 SITE DIAGRAM - DEVELOPABLE AREA
(N) SEPTIC TANK LIDS
(N) COMBINED LEACH
FIELD LOCATION
(N) FIRE SUPRESSION TANK & DRY HYDPER FD (REQS 25'-0" CLEAR FROM STA &A 10'X40' SPACE FOR FD TRUCK)(N) DETENTION
BASIN
APPROX LOCATION OF
STA TO BE ABANDONED
DYHS
S
S S
(N) GARAGE
(2-CAR)
FF = 6788
686 SF
REPLACEMENT HOUSE
2-STORY
FF L1 = 6778.3
1834 SF
(E) GARAGE/
(N)CDU
(2-CAR)
FF L1 = 6788.8'
810 SFHIGH-WATER MARKS I D E S E T B K
2 0 REAR SETBACK30100-YEAR FLOODPLAINFRONT SETBACK30SIDE SETBK
20100-YEAR FLOODPLAINPROPERTY LINE
BLUE DASHED LINE IS (E) HOUSE
FOOTPRINT
D E C K
HIGH-WATER MARK>45% SLOPE
DIAGONAL HATCH REPRESENTS
SETBACKS &/OR
UNDVELOPABLE AREAS
(E) SITE WALL DEFINES UPPER &
LOWER PLATFORM
L O W E R
P L A T F O R M
50'-0" WETLAND SETBK
100'-0" WETLAND SETBK
100'-0" WETLAND SETBK
U P P E R P L A T F O R M
EAST SOPRIS CREEK RDSOPRIS CREEK RDFIGURE B