HomeMy WebLinkAboutpitkin.bldg.264304201001 (2015)(Bridge)DOCUMENT
LAYOUT
Certificate of Occupancy or Letter of Completion
Permits
Final Inspections
Any Supporting Documents
Site Plans
(NOTE: All structural plans will be grayed out. If you require the ability to see structural
plans, you must have a letter from the owner stating you are allowed to have plans. This
letter must be submitted to Pitkin County Community Development Department)
PERMITS
PITKIN COUNTY BUILDING PERMIT APPLICATION
130 S GALENA ST ASPEN, CO 91611 1
OFFICE PHONE 970.920-5526 FAX: 970-920-5439
INSPECTION LINE: 97G-920-5532 http://www.aspenpitkin.com 1 l l
Applicant to complete numbered spaces only. Permit Number (Office Use Only) I
_peE),11t
1. JOB ADDRESS (fal out address form 1f none)
them
14-�Oocly Creek Cc 81656
Yliali'di
ILI,t
001
2. OWNER nae^eaaa.m
Phena
DFS
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AVR AH LLC 514 East Hyman, Aspen, CO 81611
(970) 9252619
FD
3. CONTRACTOR MaJwade—
Phe—
FN
c
CD
Kaegebein Fine Homebuilding 101 Oak Ridge Drive, Aspen, CO 81611
(970) 923-8550
FS
4 ARCHITECTOR ENGINEEROFRFCORD ^^•a,madd,^•
Phe^e
MH
7
Michael Fuller Akhitects 23400 Two Rivers Rd, Basalt, CO 81621
(970) 927-6620
MS
f1
6. Parcel ID R lead 92 ]601264304201001
ZG
CL
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CO
7. CLASS OF WORK
ENERGY CODE FEE PUNC CKF EG
Z NING DEPOSIT
GIS FEE
–
I
V1
NEW AD ON LTERATION REPAIR
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8. Useof Building
TAK, PERMIT FEE
ZONING FE
IMPACT FEE
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C�Li�
esiderit Commerciz A gricultural Other
X/ I Ft,a
OTHER IMPACT
Deed Restriction
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9. Is LP Gas used? yes No
AH IMPACT FEE REMP FEE
FEE
Rq'd?
7
containers Eaissing 5q Total Sq F,,.1,11�
10. Valuatlon N¢,sw SSq Footage Footage for THIS permit
(]
O FIZZO
Typeof
o
sF1$ JD
Bltlg Aal Valuat�loyn
Total cid m
No. al glories
Construction
"s
I F
v 1�
11. Description of work (include Main Bldg Permit a if th a change order)
J
No. of Bedrooms
No. of
Construct a bridge to access p rty
Existing Added
Dwelling UnitsLenses
S code
}r�
OccGroup Dm Load
lot St.e
Use Zone
UG
APPROVALS AUTHORIZED BY
DATE
anme,
f'
Land this
HPC.
NR
Separate permits are required for Electrical, Plumbing, Heating. Ventilating or our
ening qOAO
Conditioning.
This permit becomes null and void If work or construction authorized is not commerNed
am
within 12 months or H construction or work is suspended or abandoned for a Period of
Span r Required? Y/N
Alarm Rece¢ecf Y/N
Igo days at any time after work Is commenced.
I hereby certify that I have read and examined this application and know the same to be
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true and correct All provision of laws and ordinances governing this type of work will
pen s. can Dist
be complied with whether specified herein or not. The granting of a Permit does not
presume to give authority to Wdate p nrlcel the proNsion of any other state or bol
her
law regulating construction or the performance of construction. k is my responibility to
. L
review the approved plan and any comments that are contained thereon and we that
the structure andl poled is builit in compliance with all applicable codes.
NOTE Th., fmm is apermil ml, vrlmn valitlated Work Ilaned wiladut a permit will be d—Jill III it
X X
Contractor's Signature Date Signature of Owner (if Owner Builder( Date
X X
Print Date Print Date
For Office Use Only
APPLIfATWN APPROVED FOR
SUBMITTA ACCEMD num, CHECKED IESUANCF
9 �-�L.r B 1 B BY
Submittal Fees Receipted:
aro 'L 1 2> Dm ,� coni .0 Da
-a
Paid Enem tah,Ice
Paid Plan Check Fee
Pala Idol, DepmD
NddG
Iuuarl[e Fees Receiptea:
c. n �t
Paid Permit Ave _
i�
Nild AM tmpan Fee
Pald shmalint coning Fee
Paid Rwd lmpo FeePeld
Use Tea
PaitlaEMPFe!
altl Other Gee
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Pgllll NO Will Re duds forlin ':
APPLICATON
MATERIAL
aa A"'I �-q -,?>4--3e-- 0 0 1 2 2 0 5
Pitkin County Community Development O
Building Permit Application Submittal Requirement 0 0' 2 0
For Residential or Commercial Development 1 r 1
One completed Permit Application form Xchedule of Values
cContact Sheet Affidavit for Cost of Construction
Environmental Health Department Checklist
h
�ful'Two copies of the pertinent land use approval(s). This may include a recorded site plan, any BOCC resolutions,
Nearing Officer or Administrative Determinations, or Exemptions. Address all items identified in the land use
app ov as being required prior to submittal or issuance of building or develo mentrmit. i
[Survey - (Two sets : 24" x 36" maximum size; preferred scale is 1" = 20') rj OV 1
By a Colorado certified surveyor, with original stamp and signature. Survey must be no more than one year old,
include topography at two foot contours, and show all existing improvements, all easements, rights-of-way, and any
waterways.
Architectural Site Plan - (Two sets: 24" x 36" maximum size; preferred scale is 1"=20)
Show existing topography, all proposed re -grading, all structures (existing and proposed), driveway alignment,
adjacent roadways, roof plan of the proposed structure over the topography. Indicate the topographic elevation of the
site (above sea level).
Building Plans (Two sets: 24" x 36" maximum size; preferred scale is Yd'= 1'; minimum accepted scale is 3/16" =
1') Plans should be of sufficient detail to allow review and construction without any further information. Include the
following:
Aco- [ ] Architectural drawings: Existing and proposed floor plans with all room uses identified (specify any changes
in use), Exterior building elevations, Building sections, Material specifications, Design load assumptions,
Wall sections, Window and door schedules, Roof plan, and Roof ventilation plan
n\p { ] For interior remodels: Don't forget to provide exterior building elevations if adding or removing existing
windows and/or doors.
Structural drawings: Foundation plan, framing layout, structural details — stamped and signed.
r`a- [ ] Mechanical equipment locations. Plans if located in crawl space or attic.
educed set of plans Qne copy: 11" x 17") Include survey, site plan, recorded site plan, floor plans, building
elbvations, floor area summary, exterior lighting plan, landscaping plan, and snowmelt plan. (No structural plans)
1 Soils Report (Two copies) - If required by your engineer or land use approval.
V� p- [_ ]Proof of adequate and legal water supply (One copy) r,�F [ ] Fireplace Registration Form
,r\c. [ ] Energy Code compliance documents (Two copies) t\1S [ ] Manual J or other equipment sizing program
Vnc%[ ] Efficient Building Program checklist (Two copies) per adopted code. (For residential construction only)
Drainage and Erosion Control / Storm Water Management Plan (Two copies) - See Handout
Construction Management Plan(Two copes) See Construction Management Plan Manual for submittal
r uirements. _
V DAkin (;ou ,-y
�� [ ]Floor Arca Summary (Two c ies) Show calculations ] Asbestos report, if applic�bl
FEB 13 2015
community L-N-,6cpm';'t
(over)
Building Permit Application Submittal Requirements (continued)
Exterior Lighting Plan (Two copies 24" x 36") — Show proposed location of fixtures and their specifications. See
Section 7-p2p0-140 of Land Use Code for allowances and limitations.
�-1/ a` fGoOlyy �iJh 1YitJ'
[' ] Access Penybit Application Farm (two copies) — See separate Access Handout for submittal requirements.
y4 Landscaping Plan if required in Conditions.
Pitkin County Address Assignment Form is required for all sites without an existing address. Go to
http://Vitkinaddressin:.or,_/ to request an address from Communications.
]
For Duplex and Multi -Family projects, is this a CC[OA (Colorado Common Interest Ownership Act) project? If yes,
provide a supporting statement. CRS 38-33.3
YF
or multiple occupancy buildings, provide an elevation or section showing the relationship of the unit being
emodeled to the remainder of the building.
or multiple occupancy buildings, if walls are being added or deleted, provide structural plans or two copies of a letter
om the architect or engineer with original stamp and signature as required by Colorado Revised Statutes 12-4-112.
levator or dumbwaiters require a separate permit, fees, and inspections from NWCCOG. See the elevator checklist.
Demolition Permit Application
Submittal Requirements
"Demolition" means to tear down completely, to do away with, or to raze. Any partial removal of a structure may be
determined by the Community Development Director or Chief Building Official to effectively be a complete razing of a
structure, even while some portion or portions of it remain in place. Renovation of a structure shall not be considered
"demolition".
[ ] One Permit Application Form. [ ] Environmental Health Checklist
[ ] Asbestos test report [ ] Efficient Building Program Deconstruction Plan
[ ] Drainage and Erosion Control Plan (Two copies) — See Handout
[ ] Construction Management Plan (Two copies) See Construction Management Plan Manual for submittal requirements.
[ ] Floor Area of the structure to be demolished:
[ ] Approximate year of construction of structure to be demolished
[ ] Photographs of the structure to be demolished.
These lists contain the general information required for any building or demolition permit application. More information may be
requested as each project is individually evaluated
Property Owner:
Parcel ID#:
Job Address:
August 15, 2013
G:\County\Website - FormsTennits & Checklists\Originals To Edit\Bldg Cklist.Doc
0 0 1 2 2 0 1 51i°E,�
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CONTACT LIST 0001201 5
Physical Address
SPID #264304201001
1135 Aspen Valley Ranch
Road, Woody Creek, CO
81656
Owner
AVR AH LLC
514 E. Hyman, Aspen,
CO 81611
Contractor
Kaegebein Fine
101 Oak Ridge Dr.
379 6228
Homebuilding
Aspen, CO 81611
Architect
n/a
23400 Two Rivers Rd.
927-6620
Basalt CO 81621
Civil and
SGM
118 West 6th, Suite 200
(970) 945-1004
Structural
Glenwood Springs, CO
Engineer
81601
Landscape
OHM Design
311 Main Street, St 102
963-6520
Architect
Carbondale, CO 81623
Permit
Newland Project
P.O. Box 4815
(970—)9 27-4-645
Expeditor
Resources
Basalt CO 81621
Surveyor
SGM
118 West 6th, Suite 200
(970) 945-1004
Glenwood Springs, CO
81601
Land Use
Davis Horn Associates
215 S. Monarch
(970) 925-6587
Consultant
#104
Aspen, CO 81611
3 itkin ('.ou Y
FEB 13 2015
Cammuniq Levaicpmyr;t
01220
CTLITHOMPSON
GEOTECHNICAL INVESTIGATION
LOT 9
ASPEN VALLEY RANCH
PITKIN COUNTY, COLORADO
Prepared For:
KAEGEBEIN FINE HOMEBUILDING
502 Main Street
Carbondale, CO 81623
Attention: Mr. Nate Kaegebein
Project No. GS05878-125
September 10, 2014
234 Center Drive I Glenwood Springs, Colorado 81601
Telephone: 970-945-2809 Fax: 974-945-7411 FEB 3 2�t
TABLE OF CONTENTS
(Continued)
FIGURE 6- COLLAPSE POTENTIAL PLOT
FIGURE 7 - EXTERIOR FOUNDATION WALL DRAIN
FIGURE 8 -TYPICAL EARTH RETAINING WALL DRAIN
APPENDIX A- LABORATORY TEST RESULTS
EXHIBIT A- SLAB INSTALLATION AND MAINTENANCE
EXHIBIT B -SURFACE DRAINAGE, IRRIGATION AND MAINTENANCE
KAEGEBEIN FINE HOMEBUILDING
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. GS05878�125
SdGS05878.0001125M RepodsMS05878125 Rt.doc
3. Interior slab -on -grade floor construction can be supported complete-
ly on a minimum 24 -inch thick mat of densely compacted structural
fill with low potential risk of differential movement.
4. The bridge foundation design should consider the potential for scour
of the supporting soils. We recommend the bridge abutments be.
supported on micropiles supporting footings.
5. We understand excavations of up to 10 feet deep are planned. To
minimize ground disturbance from temporary laid back slopes, a soil
nailed earth retention system may be appropriate. CTL can provide
earth retention design services, if requested.
6. Control of surface drainage is critical and should be designed to pro-
vide for rapid removal of water away from the buildings. An exterior
foundation wall drain should be provided around below -grade areas.
Underslab drains should be provided under below -grade slabs -on -
grade (if constructed) and on crawl space floors.
T Design and construction criteria for foundations and floor systems in
this report were compiled with the expectation that all other recom-
mendations presented related to surface drainage, landscaping irri-
gation, backfill compaction, etc. will be incorporated into the project
and that owners will maintain the structures, use prudent irrigation
practices and maintain surface drainage. It is critical that all recom-
mendations in this report are followed.
SITE CONDITIONS
Aspen Valley Ranch is located about 5.5 miles southeast of the intersection
of State Highway 82 and Snowmass Creek Road in Pitkin County, Colorado at the
approximate location shown on the vicinity map (Figure 1). Lot 9 is located in the
northern part of the subdivision. The majority of the building envelope on Lot 9
consists of an irrigated hayfield. A jeep road crosses the middle of the parcel.
The Waco Ditch forms the southern boundary of the lot; Dry Woody Creek forms
the western boundary. The Salvation Ditch is present along the north and east
parts of the building envelope. The average ground surface slope in the building
envelope is +/- 10 percent towards the west. Vegetation at the site consists of na-
KAEGEBEIN FINE HOMEBUILDING2
LOT 9, ASPEN VALLEY RANCH
PROJECT NO, G505878A25
S:IGS05078.0001125U. Rep.rtsM05870125 RIA..
E
sorted sands, gravel, silt and clay. No geologic hazards are identified on the
mapping for the site. Our field investigation at the site supports the mapping.
Covering the ground with structures, roads and exterior flatwork, coupled
with irrigation and changing drainage patterns, leads to an increase in subsurface
moisture conditions. As a result, some soil movement is inevitable. It is critical
that all recommendations in this report are followed to increase the chances that
the foundations and slabs -on -grade will perform satisfactorily. After construction,
owners must assume responsibility for maintaining the structure and use appro-
priate practices regarding drainage and landscaping. We do not believe geologic
constraints exist on this site that would inhibit development of the site as planned.
SUBSURFACE CONDITIONS
Subsurface conditions were investigated by drilling eight exploratory bor-
ings (TH-1 through TH-8) at the approximate locations shown on Figure 2. Bor-
ings TH-1 through TH-6 were drilled in the area of the residence. Borings TH-7
and TH-8 were drilled on either side of Dry Woody Creek for the bridge. Borings
were drilled with 4 -inch diameter, solid stem auger and a track -mounted drill rig.
Exploratory drilling was directed by our field representatives who logged the soils
encountered in the borings and obtained samples. Graphic logs of the soils en-
countered in our exploratory borings are shown on Figures 3 and 4.
Our borings penetrated about 0.5 to 1 foot of organic silty sand "topsoil'
and 19 to 39.5 feet of silty to clayey sand with gravel underlain by silty to clayey
gravel with cobbles to the maximum drilled depth of 40 feet below the existing
ground surface. Free groundwater was encountered in our exploratory borings on
the day of drilling at depths of 13 to 39.5 feet. Observations during drilling indicat-
ed the sand was loose to dense and the gravel was very dense. Borings TH-1,
TH-4 and TH-5 were piped to facilitate future measurements of groundwater. Our
KAEGESEIN FINE HOMEBUILDING 4
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. GS05878.125
S:%GS85878MM125 . Rll.ft1GS85878125 R1.tloc
water should be no steeper than 1.5 to 1 (horizontal to vertical) in Type C soils.
Excavated slopes below water will likely flatten to between 3 and 4 horizontal to 1
vertical. Contractors are responsible for site safety and providing and maintaining
safe and stable excavations. Contractors should identify the soils encountered
and ensure that OSHA standards are met.
Construction Dewatering
Our exploratory borings penetrated groundwater at the time of drilling at
depths between 13 and 39.5 feet. The shallower groundwater was encountered
near the bridge location. Groundwater depths in the area of the residence ranged
from 24 feet to 39.5 feet. Groundwater will likely rise during snowmen in spring
and early summer. Minor groundwater seepage can be expected during these
seasons. It may be feasible to perform construction dewatering by sloping the ex-
cavation to a gravity outlet or to a sump pit where water can be removed by pump-
ing, if required. We do not anticipate that groundwater at the site will significantly
affect construction of the residence.
Sub -Excavation
Laboratory test results and our experience indicate the sand possesses the
potential for low to moderate amounts of collapse when wetted. Figure 6 shows
the collapse potential of the sand, based on nine samples tested in our laboratory.
Differential settlement and associated damage to foundations and floor slabs is
considered likely if the foundations and slabs are constructed directly on the sand
in its current in-situ condition.
As discussed in the BUILDING FOUNDATION and FLOOR SYSTEM AND
SLAB -ON -GRADE sections, we recommend removal (i.e. sub -excavation), mois-
ture -treatment and recompaction of the soils below the building foundation and
floor slabs. Sub -excavation below the building foundations should be to a depth
KAEGEBEIN FINE HOMEBUILDING
LOTS, ASPEN VALLEY RANCH
PROJECT NO. GS05878.125
5:\GS05878.00MI2512. ReponslGS05878125 Ri.doc
These soils, when processed to achieve uniform moisture and density, can sup-
port lightly to moderately loaded footing foundations with comparatively small dif-
ferential movements. The buildings can be constructed on footing foundations
supported by a 3 foot thick layer of structural fill built with the on-site sand soils.
A representative of our firm should be called to observe soils in the founda-
tion excavation, observe and test fill placement, and check that conditions are
suitable for support of the foundation as designed. Our experience indicates that
maximum total settlement will be about 1 inch for footings designed and con-
structed as recommended. Recommended design and construction criteria for
footings are presented below.
1. Footing foundations should be supported by a 3 foot thick mat of
structural fill, placed as recommended in the Sub -Excavation sec-
tion. Soils loosened during excavation or the forming process for the
footings should be removed or the soils can be re -compacted prior to
placing concrete.
2.. Footings supported by the structural fill can be designed for a maxi-
mum allowable soil pressure of 3,000 psf.
3. A friction factor of 0.45 can be used to calculate resistance to sliding
between concrete footings and the soil.
Continuous wall footings should have a minimum width of at least 16
inches. Foundations for isolated columns should have minimum di-
mensions of 24 inches by 24 inches. Larger sizes may be required,
depending upon foundation loads.
5. Grade beams and foundation walls should be well reinforced, top
and bottom, to span undisclosed loose or soft soil pockets. We rec-
ommend reinforcement sufficient to span an unsupported distance
of at least 12 feet. Reinforcement should be designed by the struc-
tural engineer.
6. The soils under exterior footings should be protected from freezing.
We recommend the bottom of footings be constructed at a depth of
at least 42 inches below finished exterior grades for frost protection.
The applicable building department should be consulted regarding
required frost protection depth.
KAEGEBEIN FINE HOMEBUILDING
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. GS05878-125
S:IGS05878.00112512. Reports1GS05878125 R1.doc
placed on the soils below accessible subfloor areas. The vapor retarder/barrier
should be sealed at joints and attached to concrete foundation elements.
Porches Decks and Patios
Porches and decks with roofs that are integral with the buildings should be
constructed with the same foundation type as the buildings when porch or deck
foundation movement would damage the buildings. Deck foundations should be
designed by a structural engineer. For simple decks that are not integral with the
buildings and can tolerate some movement, the use of short pier or footing foun-
dations bottomed at least 6 feet below grade can be considered, as long as the
foundations are located outside foundation wall backfill. Deck foundations should
be bottomed below foundation wall backfill to reduce risk of settlement. The inner
edge of a deck may be constructed on haunches or steel angles bolted to the
foundation walls and detailed such that movement of the deck foundation will not
cause distress to the buildings. We suggest the use of adjustable bracket -type
connections or other details between foundations and deck posts so the posts can
be adjusted if movement occurs.
Garage Floors and Exterior Flatwork
Garage floors, driveways and sidewalks are normally constructed as slabs -
on -grade. Performance of conventional slabs on collapsible soils is erratic. Vari-
ous properties of the soils and environmental conditions influence magnitude of
movement and other performance. Increases in the moisture content in these soils
will cause settlement and may result in cracking of slabs -on -grade. Backfill below
slabs should be moisture conditioned and compacted to reduce settlement, as
discussed in the following BACKFILL COMPACTION section. Driveways and exte-
rior slabs founded on the backfill may settle and crack if the backfill is not properly
moisture treated and compacted. Where slabs -on -grade are used, we recommend
KAEGESEIN FINE HOMEBUILDING 10
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. GS05878.125
S:IGS05878.000MM. Rep.rtsIGS05878125 RIA..
BACKFILL COMPACTION
Settlement of foundation wall and utility trench backfill can cause damage
to concrete flatwork and/or result in poor drainage conditions. Compaction of
backfill can reduce settlement. Attempts to compact backfill near foundations to a
high degree can cause damage to foundation walls and window wells and may
increase lateral pressures on the foundation walls. The potential for cracking of a
foundation wall can vary widely based on many factors, including the degree of
compaction achieved, the weight and type of compaction equipment utilized, the
structural design of the wall, the strength of the concrete at the time of backfill
compaction, and the presence of temporary or permanent bracing. We would an-
ticipate settlement of about 1/2 percent of the fill thickness for well placed fill. If
the thickness is greater, then structurally supported exterior flatwork should be
considered.
Proper moisture conditioning of backfill is as important as compaction, be-
cause settlement commonly occurs in response to wetting. The addition of water
complicates the backfill process, especially during cold weather. Frozen soils are
not considered suitable for use as backfill because excessive settlement can re-
sult when the frozen materials thaw. Foundation wall backfill not supporting new
construction can be placed in loose lifts not exceeding 10 inches thick, moisture
treated to within 2 percent of optimum moisture content and compacted to at least
95 percent of standard Proctor (ASTM D 698) maximum dry density. If the backfill
supports new construction, the backfill soils should be placed as structural fill as
described in the Sub -Excavation section.
We recommend removal (i.e. sub -excavation), moisture -treatment and
recompaction of the soils below the floor slabs in unfinished areas such as the
garage, placed as recommended in the Sub -Excavation section. Sub -excavation
below interior slabs of at least 2 feet would likely enhance performance of exterior
slabs. Sub -excavated areas below slabs should extend laterally at least 1.5 feet
KAEGEBEIN FINE HOMEBUILDING 12
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. GS05978-125
S:\G5888PB.088112512. Rep.tl %GS85B78125 RIA..
U
The exterior foundation drains should consist of 4 inch diameter, slotted PVC
pipe encased in free draining gravel. A prefabricated drainage composite should be
placed adjacent to foundation walls. Care should be taken during backfill operations
to prevent damage to drainage composites. The drain should lead to a positive gravi-
ty outlet, or to a sump pit where water can be removed by pumping. Gravity outlets
should not be susceptible to clogging or freezing. The drain outlets should be
checked at least twice each year to verify they are not blocked. Installation of clean
outs along the drain pipes is recommended.
Slab -on -grade and crawl space floors should be protected from wetting by in-
stallation of a blanket drain. We recommend constructing underslab drains consist-
ing of 2 -inch diameter, slotted PVC pipe installed on 10 to 12 foot centers and em-
bedded in at least 6 inches of washed gravel. The pipes should convey water to pe-
rimeter drain collector pipes. Placement of a moisture retarder should be considered
above the washed rock layer to mitigate the potential for water transmission. Atypical
foundation and blanket drain detail is shown on Figure 7.
Proper design, construction, and maintenance of surface drainage is critical
to the satisfactory performance of foundations, slabs -on -grade, and other im-
provements. Landscaping and irrigation practices will also affect performance. Ex-
hibit B contains our recommendations for surface drainage, irrigation, and mainte-
nance.
CONCRETE
Concrete in contact with soil can be subject to sulfate attack. We tested
four soil samples for water soluble sulfate concentrations. The tested samples
contained between 0.00 to 0.01 percent water soluble sulfates, which is consid-
ered a low level. For low levels of sulfate concentration, ACI indicates there are
no special requirements for sulfate resistance.
KAEGEBEIN FINE HOMEBUILDING 14
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. OS05878-125
SAGS05878.800112512. Re130tlsVGS85878125 RIAOC
am
2. Footings supported by the natural soils can be designed for a maxi-
mum allowable soil pressure of 3,000 psf. This soil pressure can be
increased by 1/3 for short term loads. A friction factor of 0.45 be-
tween the concrete and the gravel can be used to calculate re-
sistance to sliding.
3. The soils beneath footings should be protected from freezing. We
recommend the bottom of footings be constructed at a depth of at
least 42 inches below finished grades for frost protection.
Micropiles
Micropiles below the footings should be designed to meet specified loading
conditions, as indicated by the structural engineer. Design of the micropiles
should be performed using the Load Resistance Factor Design (LRFD) proce-
dures contained in the FHWA "Micropile Design and Construction Guidelines
Manual", Report No. FHWA-SA-97-070 dated June 2000. We can design the
micropiles, or be available to assist in the designs and specifications developed by
others. General recommendations for micropiles are provided below.
Four distinct classifications of micropiles have been standardized
based on various drilling and grouting techniques. A description of
the various micropile types (A, B, C, and D) is provided in the previ-
ously referenced manual. The selection of micropile type should be
left to the discretion of the designer and/or contractor. Based on the
soil type encountered in our exploration, we recommend a 'Type B"
micropile be utilized. This type of micropile would be temporarily
cased full length at the time of drilling. Neat cement grout is placed
into the hole under pressure (typically 100 to 200 psi) as the tempo-
rary casing is withdrawn. We recommend a minimum micropile hole
diameter of 4 inches and a total length of at least 10 feet below the
footings. The reinforcement bar in the micropile should extend full
length.
2. Values for the grout -to -ground nominal bond strength are commonly
based on experience of local Contractors and Geotechnical engi-
neers. Table 5`2 on page 5-16 of the "Micropile Design and Con-
struction Guidelines Manual" presents ranges of typical values of the
nominal bond strength for various installation methods and ground
conditions. For initial design calculations and to allow development
of foundation plans, we suggest assuming a grout to ground nominal
KAEGEBEIN FINE HOMEBUILDING 16
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. GS85878A25
S:\GS85878.080U25U. Repo lstGS85878125 R140C
SOIL INPUT DATA FOR "LPILE"
The F50 represents the strain corresponding to 50 percent of the maximum
principal stress difference. The modulus of subgrade reaction for static K) and
cyclic (kG) conditions are used by the program to generate the slope of the initial
portion of the "p -y curves". ,
Other procedures require input of a horizontal modulus of subgrade reac-
tion (Kh). We believe the following formula is appropriate for calculating horizontal
modulus of subgrade reaction (Kh) values.
HORIZONTAL MODULUS OF SUBGRADE REACTION
Kh= 10xz
d
Where z = depth (ft) and d = pier/pile diameter (ft).
KAEGEBEIN FINE HOMEBUILDING
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. GS05878-125
S:IGS05078.00011252. R,.o SIGS05878125 Rl.aoc
l
18
Sotl T,ype� Sand,,w/G ave{
s M.
Recommended Sand
p -y Curve Model
Effective Unit
0.075
Weight (pci
Cohesive
Stren th, c (psi)
Friction Angle, 0
34
degree)
Soil Strain, eeo
_
(in/in)
p -y Modulus, k
80
(PC!
p -y Modulus, k,m
pci
Young's Modulus,
Compressive
Stren th (psi)
The F50 represents the strain corresponding to 50 percent of the maximum
principal stress difference. The modulus of subgrade reaction for static K) and
cyclic (kG) conditions are used by the program to generate the slope of the initial
portion of the "p -y curves". ,
Other procedures require input of a horizontal modulus of subgrade reac-
tion (Kh). We believe the following formula is appropriate for calculating horizontal
modulus of subgrade reaction (Kh) values.
HORIZONTAL MODULUS OF SUBGRADE REACTION
Kh= 10xz
d
Where z = depth (ft) and d = pier/pile diameter (ft).
KAEGEBEIN FINE HOMEBUILDING
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. GS05878-125
S:IGS05078.00011252. R,.o SIGS05878125 Rl.aoc
l
18
sistent with those found during this investigation. If others perform these observa-
tions, they must accept responsibility to judge whether the recommendations in
this report remain appropriate.
GEOTECHNICAL RISK
The concept of risk is an important aspect with any geotechnical evaluation
primarily because the methods used to develop geotechnical recommendations
do not comprise an exact science. We never have complete knowledge of subsur-
face conditions. Our analysis must be tempered with engineering judgment and
experience. Therefore, the recommendations presented in any geotechnical eval-
uation should not be considered risk-free. We cannot provide a guarantee that the
interaction between the soils and a proposed structures will be as desired or in-
tended. Our recommendations represent our judgment of those measures that are
necessary to increase the chances that the structures will perform satisfactorily. It
is critical that all recommendations in this report are followed during construction.
Home owners must assume responsibility for maintaining the structures and use
appropriate practices regarding drainage and landscaping.
ADDITIONAL SERVICES
Additional geotechnical engineering services are appropriate based on the
planned construction. We recommend the following additional geotechnical ser-
vices:
Review of the excavation plans;
Review of final building plans; and
3. Construction observations and materials testing.
KAEGESEIN FINE HOMESUILDING 20
LOT 9, ASPEN VALLEY RANCH
PROJECT NO. GS05878.125
S9GS05878.000112512. Reperls1GS05878125 RIAOG
SCALE: V = 2,000'
Vicinity
Maps
KAEGEBEIN FINE HOMEBUILDING
LOT 9, ASPEN VALLEY RANCH Fig.. 1
Project No, GS05878-125
secss.+e*a.�,�rz��. ow.n�vs�cw�m ns ui ricuresa auo docs cw
M
p m�
a?
NW
C N u N
p mti
om
m
b rn
w�
wJ
A N N N u
O
A
O
N
m
O
W p
O J2
u
I I I I I I I I I I I I I I I I I I l o l l l l l l l l I�-
E
4
I
NOT TO SCALE
NOTE:
EXCAVATION DEPTHS ARE ANTICIPATED TO BE fi FEET
BELOW THE SHOWN FINISHED FLOOR ELEVATIONS, FOR
CRAWL SPACES. THE DEPTHS SHOWN REFLECT THE
DEPTH TO THE CRAWL SPACE FLOOR.
KAEGEBEIN FINE HOMEBUILDING
LOT 9, ASPEN VAL.EY RANCH
Project No. GS05878-125
Anticipated
Excavation
Depths
go
2-3'
BACKFILL� -
MIRADRAIN G20ON
OR EQUIVALENT
PER
OSHA
COVER ENTIRE WIDTH OF GRAVEL
WITH NON -WOVEN GEOTE)MLE
FABRIC (MIRAFI 140N OR
EQUIVALENT).
ALTERNATIVE.
8' MINIMUM t ---
OR
-- -OR BEYOND 1:1
SLOPE FROM BOTTOM
OF FOOTING.
(WHICHEVER IS GREATER)
T
NOTE:
DRAIN SHOULD BE AT LEAST 2 INCHES
BELOW BOTTOM OF FOOTING AT THE
HIGHEST POINT AND SLOPE DOWNWARD
A SUMP WHHE E WATER BGRAVITY E OR TO
REMOVED BY PUMPING.
STRUCTURALLY SUPPORTED
FLOOR S�
.Iwl�
CRAWL SPACE
SLAB' OR
BARRIER
ATTACH PLASTIC SHEETING
TO FOUNDATION WALL
4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE
PIPE SHOULD BE LAID IN A TRENCH WITH A
SLOPE OF AT LEAST 1/8 INCH DROP PER FOOT
OF DRAIN.
KAEGEBEIN FINE HOMEBUILDING
LOT 9ASPEN VALLEY RANCH
Project No, GS05878-125
PVC DRAIN NETWORK
IMBEDDED IN WASHED
CONCRETE AGGREGATE
Exterior
Foundation
Wall Drain
Fig. 7
APPENDIX A
LABORATORY TEST RESULTS
KAEGEBEIN FINE HOMEBUILDING
LOT 9, ASPEN VALLEY RANCH
PROJECT NO- GS05878-925
5:165@581@.888V 25@. Rep.dskGS85818125 R9.d0G
7
6
5
4
to
0.1
APPLIED PRESSURE - KSF
Sample of ,SAND, SILTY TO CLAYEY (SM -SC) _
From TH-1 A714 FEET ,
KAE.GEBEIN FINE HOMEBUILDING
LOT 9, ASPEN VALLEY RANCH
PROJECT NO, G$05878.125
5:\G505078.000tl2516. Ca1C51G506878125 Swell -XIS
10
DRY UNIT WEIGHT= 109 PCF
MOISTURE CONTENT= 6.7 __.
Swell Consolidation
Test Results
FIG. A-2
0
0.1
- KSF DRY UNIT WEIGHT=
101 PCF
APPLIED PRESSURE
Sample of SAND, SILTY TO CLAYEY (SM -SC) MOISTURE CONTENT= 4.2
From TH-6 AT 9 FEET
Swell Consolidation
Test Results
LOT 91 ASPEN VALLEY ING VALLEYNE ERANCHFIG. A-4
PROJECT No. GS05878-125
SaG505W8UMItl 516. CaicslGS05878125 SweiLKls
314" 1K+" 3`
45
100
90
80
IN
29 ---I_ 1 1 I ! ^ !aO
IOU
10
0
! oat
.U01 O.G02 .005 009 015 .CST 074 .149 .29] S9C 1.14 2.b 236 4.T6 9.52 18.1 361 16.2 127 52200
DIAMETER OF PAATICLEIN MILLIMETERS GRAVEL
SANDS S BECLAY..... 18 °In LIOUOID LIMIT 64. p%
CLAY(PLASTIC) TO SILT(NONPtASTIC) FINE MEDIUM CDARS FINE COARSE COBBLES
Sampie Of SAND, SILTYTO CLAYEY (SM -SC)
From TF1 - 2 A7 29 FEET _ .. PLASTICITY INDEX .. _. .. In
US. STANUAKV1c11—
>HR TIME READINGS 'i9b "59`40'30 °16 -10'8 '4 318" 3141 1G' 3" '"b" 80
25 IN, ..n..-
45 tdlN. 15 MIN. 60"N 19 MIN. 4 MiN, i—WrIN—.—`'2[GG 4, -y-- — .. i _ � ! ^ � ..."�jl '-
-110
90 20
SO
G r--_ t i
— .W_ 49
50
TO
M
094 .014 p3T J74 .14925T9.42'S90 i.i9 2.02.38 4.T6 9.52 19.1 36.1 ]6,2 17.t22C9
DIAMETER OF PARTICLE IN MILLIMETERS GRAVSANDS SILT (NONPLASTIC) FINE M£GkUM OOARS f3NE COARSE OO68LES
S 54 %
ample Of CLAY, SANDY (CL} GRAVEL 16 LAND �0 %
SILT &CLAY LIQUID LIMIT ala
From TH - 4 AT 14 FEET PLASTICITY INDEX
Gradation
KAEGEBEIN FINE HOMEBUILDING �.
LOT 9, ASPEN VALLEY RANCH FIG A-6
PROJECT NO. GS05682-145
SBGSU5878.000112516. C.IcsIG$05818 125 Gradation.=Is
S, Use of slab bearing partitions should be minimized. Where such partitions
are necessary, a slip joint (or float) allowing at least 2 inches of free vertical
slab movement should be used. Doorways should also
the eventsigof m d to al -t,
low vertical movement of slabs. To limit damagebuyer should monitor
sheetrock should not extend to the floor. The home buy
partition voids and other connections and re-establish the voids before they
close to less than 1/2 -inch.
b, Plumbing and utilities that pass through systems slabs shoulbe is slabs edfrom the
be
slabs. Heating and air conditioning constru
provided with flexible connections capable of at least 2 inches of vertical
e ductwork. These
movement so slab movement is not transmitted to
connections must be maintained by the home buyer.
7, Roofs that overhang a patio or porch should be constructed
e ion the led same
foundation as the residence. isolated piers or pads may
abe-
neath a roof overhang provided the stab is independetof the
the s d slab, elements. Patio or porch roof columns may positioned
rectly above the foundation system, provided the slab is structural and sup-
ported by the foundation system. Structural porch or patio slabs should be
constructed to reduce the likelihood that settlement or heve will slab o Done
slab by placing Loose backfill under the structurally supported
structing the stab over void -forming materials.
g, Patio and porch slabs without roofs and other exterior flatwork should be
isolated from the foundation. Movements of slabs should not be transmitted
to the foundation. Decks are more flexible and more easily adjusted in the
event of movement.
Frequent control joints should be provided in conventional
slabs-on-grade
Panels
to reduce problems associated shrinkage
cracking tandhan retangular curliels
that are approximately square generally perform
ar-
eas, We suggest an additional joint about 3 feet away from and parallel to
foundation walls.
Exhibit A-2
xAEGEBEIN PINE HOMEBUILDING
LOT B, ASPEN VALLEY RANCH
PROJECT NO. G505870-125
S:\GS95898.00ON2512. Rn,ortstGS05878125 RI AOC
Retaining walls should
othe nflatten ot
runoff. surface drainage around the building
and block or impede
4, Swales used to convey water across yards and between buildings should
be sloped so that water met minimum slopes of bout 2 t 2.5 percent
ves quickly and does not pond for extended
periods of time. We Suggdscaing in
grassed areas and ab( 2
pes less than about 2 put 2 percent where ercent are necessary, con mate
-
grassed
are present. If slo
crete-lined channels or plastic pipe should be used.
5, Backfill around the foundation walls should be moistened and compacted.
scharge well beyond the
ts Of all
6 bRoof ackfill. Splash blocks and/ors extensions olns should be provided atlall Ido n-
en -
spouts so water discharges burial of downspouut d scharge. Where t sgnec-
erally recommend against
essary to bury downspout discharge, solid, rigid pipe should be used
h
it should slope to an open gravity outlet. Downspout extensions, ands
blocks and buried outlets must be maintained by the home owner.
7.
Elm
to maintain ve etation' a ❑cauu �° °" Png should be carefully de
slab and foundation movements. Landsca scaping
signed and maintained to minimize irrigation. Plants placed close to foun-
dation walls should be limited to those with low moisture requirements. Ir-
rigated grass should not be located within 5 feet of the foundation. Sprin-
klers should not discharge within 5 feet of foundations. Plastic sheeting
should not be placed beneath landscaped areas adjacent to foundation
walls or grade beams. Geotextile fabric will inhibit weed growth yet still al-
low natural evaporation to occur.
g, The design and constructioncompiled
with the thenexpe expectation that alations so her recommenda-
tions al-
ter
natives were compurface
tions presented in this report related a tonrfetc. wilVand
be'Incorporated rainage,
landscaping irrigation, backfill comp
the project. it is critical that all recommendations in this report are fol-
lowed.
Exhibit B-2
KAEGESEYN FINE HOMEBUILDING
LOT 9, ASPEN VALLEY RANCH
PROJECT No. GS05878.175
5:\G505Bi8.005112542. R.POrtsiG505576 125 Ri.d.c
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RECEPTION#: 616066,1 211 612 01 4 at
10:24:36 AM,
1 OF 2, R $0.00 Doc Code ADMIN
DECISION
Janice K. Vos Caudill, Pitkin County, CO
ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF
PITKIN COUNTASPEN COLORADO, APPROVING THE VALE RAN H HOMESTEAD 9 ACTIVITY ENVELOPAH LLC MINOR E NTS TO
Administrative Decision NOZ' -2014
RECITALS
1. Pursuant to Section 2-20-150(b) of the Land Use Code, AVR AH LLC ("Applicant") has applied to
the Community Development Director of Pitkin County, Colorado ("Director") to amend the Activity
Envelope Plan for Homestead 9 to allow a water feature and the on-site wastewater treatment system
within the previously approved Development Envelope, which was restricted to native revegetation and
a utility corridor.
2. The property is located at 1135 Aspen Valley Ranch Road, and is described as Homestead 9, Aspen
Valley Ranch.
3. The parcel contains 36.92 acres and is conforming in size in the RS -20 zone district.
4. The BOCC approved Resolution No. 112-2005, which granted Special Review, 1041 Hazard Review,
Conceptual Submission and GMQS Exemption for Homesteads 1-9 and the Agricultural Facilities
Parcel of Aspen Valley Ranch. The BOCC granted 20 year vested rights with the approval. The BOCC
amended the approval, pursuant to Resolution Nos. 081-2008 and 069-2014.
S. The Activity Envelope/Site Plan for Homesteads 9 is recorded in Plat Book 107 at Page 92. The Plan
established a Building Envelope and a Development Envelope Restricted to Native Revegetation and
Utility Corridor.
6. The Director finds that the meadow where the Development Envelope is located was previously cleared
of native vegetation, and that the additional uses within the envelope will not disturb native vegetation.
7. The Director further finds that the water feature, septic field and pipeline within the Development
Envelope comply with the 100' setback from Dry Woody Creek.
8. The Director further finds that the proposed amendments to the envelope comply with the applicable
provisions of the Land Use Code, and will not change the use of the proposed development or the
basic character of the land, are consistent with action taken during the original review, do not increase
off-site impacts or the allowable floor area, and will not endanger the public health, safety or welfare.
THE DIRECTOR DOES HEREBY APPROVE the AVR AH LLC Minor Amendment to the
Homestead 9 Activity Envelope Plan, subject to the following conditions, which shall run with the land and
be binding on all successors in interest:
1. All conditions of BOCC Resolution Nos. 069-2014, 081-2008 and 112-2005 shall remain in full
force and effect, except as amended herein.
Administrative Decision NZ _ -2014
Page 2
Prior to submission of any development permit applications for Homestead 9, the Applicant shall be
required to submit for approval by the County Attorney and Community Development an amended
Activity Envelope and Site Plan for Homestead 9. The above referenced approvals shall be a
condition precedent to finalization and recordation. The owner must sign the mylar copies of the site
plans prior to submittal for recording.
2.
The Applicant shall adhere to all material representations made in the application.
APPROVED by the Director, this ,��;''�day of 1 % C 2014.
Cindy , o en, Community Development Director
P099-14; PID #264304201001
00 122 01 5, 1lk
RECEPTION#: 612807, 08/22/2014 at
09:23:25 AM,
1 OF 8, R $0.00 Doc Code RESOLUTION
Janice K. Vos Caudill, Pitkin County, CO
RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PIfINOIRf
COLORADO GRANTING APPROVAL OF THE ASPEN VALLEY RANCH AMENDMENTS TO
DEVELOPMENT PERMIT; ACTIVITY ENVELOPE AND SITE PLAN REVIEW; SPECIAL
REVIEW AND GMQS EXEMPTION FOR CARETAKER DWELLING UNIT
Resolution No.bU-2014
RECITALS
1. Aspen Valley Ranch LLC ("Applicant") has applied to the Board of County Commissioners of Pitkin
County, Colorado ("BOCC") to amend the prior approvals to include the following:
A. Amend the historic incentives granted for designation of the Bourg Homestead cabin, barn and
potato cellar to the Pitkin County Historic Register.
B. Relocate approved but not built agricultural facilities (agricultural equipment building and hay
storage) from the Agricultural Facilities Parcel ("AFP") to Homestead 1 to avoid a debris flow area
and to separate agricultural functions.
C. Obtain approval for a Caretaker Dwelling Unit on Homestead 1.
D. Amend and/or establish development envelopes for additional landscaping, ditch relocation,
new/expanded ponds, access improvements and new bridges.
E. Establish utility corridors throughout the property to accommodate utility lines and facilities,
including a central water system.
F. Amend the Agreement for Grant and Acceptance of Trail Easement recorded as Reception
#583885.
2. The Applicant is also requesting to bury a water storage tank for a central water system for Aspen
Valley Ranch within the approved building envelope on Lot 6; and to re-establish the Activity
Envelope for a single family residence and obtain a new vested right for the Werk Cook Parcel.
3. These amendments require the following approvals:
A. Amendment to Development Permit
B. Activity Envelope and Site Plan Review
C. Historic Preservation Benefits
D. Special Review and GMQS Exemption for Caretaker Dwelling Unit
4. The property is located on Upper River Road, and is described as Homesteads 1-9 and the Agricultural
Facilities Parcel, Aspen Valley Ranch Subdivision Exemption; Lot 6, Aspen Valley Downs Subdivision;
and the Werk Cook Parcel, which is more specifically described in Exhibit A.
5. The property is zoned RS -20, with the exception of the Dry Woody Creek Parcels, which are zoned
Rural/Remote, and a 2 acre portion of the Agricultural Facilities Parcel that is zoned Affordable Housing
(AH). The property contains approximately 809 acres broken down as follows:
A. 485 acres within Aspen Valley Ranch Homesteads 1-9 and the Agricultural Facilities Parcel.
B. 245 acres within the seven Dry Woody Creek Parcels; all are restricted as TDR Sending Sites (not
included in this application).
C. 58 acres within Aspen Valley Downs Lots 6-9 (only Lot 6 is included in this appli .
D. 20 acres within the Werk Cook Parcel (metes and bounds parcel at mouth of Red Can n County
FEB 1 3 2015
Community Cevelopment
Resolution No.b�2014
Page 2
6, The BOCC approved the Aspen Valley Downs Subdivision, pursuant to Resolution No. 92-90, and
the fmal plat is recorded in Plat Book 28 at Page 90. 10 free market single family. lots were subdivided
out of the original Aspen Valley Ranch. As part of the approval, two non -development easements
were granted on Aspen Valley Ranch: a 76 acre wildlife easement on the south -facing slopes of
Triangle Peak and an 85 acre agricultural easement.
7. The BOCC approved Resolution No. 112-2005, which granted Special Review, 1041 Hazard Review,
Conceptual Submission and GMQS Exemption for Homesteads 1-9 and the Agricultural Facilities Parcel
of Aspen Valley Ranch. The BOCC granted 20 year vested rights with the approval.
S. The BOCC amended the 2005 approval, pursuant to Resolution No. 081-2008. The amendments
included:
A. Designation of the Bourg Homestead cabin, barn and potato cellar to the Historic Register, and as an
incentive for the designation, granting of a GMQS exemption for 5,000 square feet of floor area on
the Agricultural Facilities Parcel: 3,500 square feet for the Ranch House and 1,500 square feet for
two accessory structures with bathing facilities.
B. Voluntary deed restriction of three dwelling units on the Agricultural Facilities Parcel: one
existing/historic and two new; maximum of 10,000 square feet.
C. Realignment of the entry road and construction of a new road to the upper mesa (Homesteads 6 & 7
and Aspen Valley Ranch Lots 6-9) and construction of a new "Core Road" on the Agricultural
Facilities Parcel.
D. Debris flow mitigation on the Agricultural Facilities Parcel Wood Creeks and
E. Stream Enhancements on the upper and middle reaches of Red Canyon and Dry y
ditch improvements in the lower pasture.
F. Amendments to the building and development envelopes.
9, The BOCC considered this application at duly noticed public hearings on April 23 and June 11, 2014, at
which times evidence and testimony were presented with respect to the application.
10. The BOCC finds that it is appropriate to grant an historic incentive of 1,500 square feet of floor area on
the second floor of the Bourg Bain for a locker room in exchange for the 1,500 square feet previously
granted for two accessory structures with bathing facilities, which are no longer proposed to be built.
11. The BOCC further finds that it is appropriate to approve the use of two TDRs for an additional 4,150
square feet of floor area for square feet on the second floor of the Bourg Bon arn fo la locker room and on the 3,250 square feet for the PoolFacilities
House,House,
12. The BOCC further finds that the relocation of agricultural buildings — the equipment barn and hay barn —
from the Agricultural Facilities Parcel to Homestead I is acceptable, as it avoids development within the
debris flow on the Agricultural Facilities Parcel; the buildings will be clustered, are sited new the entry to
the raof the buildings wi
count awildlife;
gainst the 30,000 square feet of agricultural flooch, and will not create additional impacts on area app oved pursuantfootage
to Resolution No. 11211
2005.
13. The BOCC further finds that it is appropriate to sterilize the Werk Cook Parcel from development in
order to preserve important mule deer and elk habitat, and agrees in exchange to modify the 2011 Trail
Easement as requested.
Resolution No.0-2014
Page 3
14. The BOCC further finds that it is appropriate to eliminate the new entry road that was constructed
through the lower pasture 6 and the proposed new road on the upper mesa to access Homesteads and 7.
Accessing Homesteads 6 and 7 from below rather than above will lessen disturbance the visibility of the
driveways. Elimination of the lower road will maintain access around the perimeter of the main lower
pasture with only ranch vehicle access through the center of the pasture.
15. The BOCC further finds that the proposed envelope on Homestead 8 to accommodate the on-site
wastewater treatment system ("OWTS") avoids the 100' setback from Dry Woody Creek and is
necessary to accommodate the OWTS for the proposed 13,000 square foot residence on Homestead 8.
16. The Board further finds that it is appropriate to amend the envelope on Homestead 9 to increase the
setback from Dry Woody Creek from 20 feet to 50 feet.
17, The BOCC further finds that the other proposed amendments to building and development envelopes for
landscaping, grading, ponds, driveways, utilities, ditch relocation and bridges are appropriate and comply
with the applicable provisions of the Code.
NOW, THEREFORE, BE IT RESOLVED by the BOCC that it does hereby approve the
proposed amendments, subject to the following conditions, which shall run with the land and be binding on
all successors in interest:
1. The Applicant shall adhere to all material representations made in the application or in public meetings or
hearings and shall consider those representations to be conditions of approval, unless amended by other
conditions.
2. The Applicant shall comply with all conditions of BOCC Resolution Nos. 112-2005 and 081-2008,
except as amended herein.
3. The following approvals related to the Werk Cook Parcel are hereby rescinded: OPlnaDetermination
ng and Zoning
Commission Resolution No. 91-14, BOCC Resolution No. 91-55, and Hearing la
cer No. 39-2006.
4. Prior to submission of any development permit applications based on this approval, the Applicant shall
be required to submit for approval by the County Attorney and Community Development amended
Site Plans. The above referenced approvals shall be a condition precedent to finalization and
recordation. The owner must sign the mylar copies of the site plans prior to submittal for recording.
ite
the
t shall record a
t in a
5 Concacceptable t the County Attorney restrictingnt with recordation of the amended sthe Werk Cook Parcel against residential development
�
6. Prior to issuance of the first Certificate of Occupancy for any of the buildings on Homestead 1
(residence, caretaker dwelling unit, agricultural equipment building or hay barn), the Applicant shall
record an amendment to the 2011 Agreement for Grant and Acceptance of Trail Easement and shall
complete the construction of the trail to the satisfaction of Pitkin County Open Space and Trails. The
Amended. Trail Easement shall be in a form acceptable to the County Attorney, and shall be accepted
by the BOCC by Ordinance. The Amended Trail Easement shall include the following elements:
A. The alignment of the new trail, as shown in Exhibit B.
B. The use of the existing alignment along Aspen Valley Ranch Road for physically challenged trail
users, as shown in Exhibit B.
Resolution No.idA-2014
Page 4
C. Winter closure of the trails from December i through April 30 to protect
and employees.
habitat.
The
closure applies to the public, and any Aspen Valley Ranch owners, guestsPaY
D. Recognition that the County will prepare and the Open Space and Trails Board will adopt a
management plan for the trail.
E. Eliminate the requirement for hunters to carry rifles in cases when crossing the property.
7. Construction of the new trail shall be completed by October 1, 2015. In conjunction with the
construction of the trail and prior to October 1, 2015:
AThe Applicant shall install an interpretive sign or plaque on the trail above the Bourg Homestead and
Baru to educate trail users about the history of the property and the buildings. The Applicant shall
coordinate with Open Space and Trails regarding the location and design of the sign or plaque,
prior to installation.
B. If the trail crosses the Red Canyon drainage on the Werk Cook Parcel, the Applicant shall install
a pedestrian bridge across the creek.
C. The Applicant shall complete wildlife habitat enhancement along the hillside trail by removing
isolated juniper trees and/or pinyon pine trees, subject to review and approval by Colorado Parks
and Wildlife.
S. Within 60 days of the date of this approval, the Applicant shall submit an earthmoving permit application
for the reclamation of the entry road through the lower pasture (on Homesteads 2, 3 and 4) to a limited
use ranch road. The permit application shall show all re -grading and revegetation.
9. The Ranch House is considered the principal residential structure on the Agricultural Facilities Parcel,
and as such, may be built to the principal building height of 28 feet.
10. The residential floor area on Homestead 1 shall be limited to a maximum of 5,750 sq are feet of floor
n building and hay
area, as long as the common agricultural facilities for the ranch (agricultural equipment
bam) remain on Homestead 1. If one of the agricultural buildings is removed, then residential floor area
of up to 7,000 square feet may be developed on Homestead 1. If both of the agricultural buildings on
Homestead 1 are removed, then residential floor area of up to 8,250 square feet may be developed on
Homestead 1. The Applicant must surrender one TDR to develop the initial 5,750 square feet of floor
area on Homestead 1, and one additional TDR may be used to develop up to 8,250 square feet of floor
area (I TDR = 2,500 square feet).
11. As a replacement historic incentive for the two accessory structures with bathing facilities, which will not
be built, a total of 1,500 square feet of floor area is exempt from growth management for use on the
second floor of the Bourg Baru for a locker room.
12. At building permit application for the Pool House and to develop the second floor of the Bourg Barn as a
locker room, the Applicant shall surrender two TDR Certificates and a copy of the deed(s) evidencing
the Applicant's acquisition of the Certificates (if applicable), in order to develop up to 4,150 square
feet of floor area (3,250 square feet for the Pool House and 900 square feet in the Bourg Barn).
u
13. Agricultural buildings are prohibited on Homesteads 2-9. Agricultural buildings on the Agricultural
Facilities Parcel and Homestead 1 shall be limited to a total of 30,000 square feet. The agricultural
equipment building may contain up to 6,600 square feet, but no other agricultural building shall exceed
5,000 square feet. If the agricultural buildings are removed from Homestead 1, then future agricultural
buildings shall be prohibited on Homesteads 1-9.
Resolution No -M-2014
Page 5
'
The hay storage structure on Homestead 1 shall be game proof — side walls shall be constructed of 8
high solid siding or mesh fencing with gates of at least 7' in height.
The Colorado Department of public Health and Environment has determined that the proposed central
water system for Aspen Valley Ranch does not currently meet the definition of a public water system
and is not subject to those regulations. Once the development reaches 15 units or serves more than 25
persons for more than 60 days a year, the water system would be considered a public water system
and subject to the State Health Department's regulations. With each building permit application, the
Applicant shall provide documentation for review by Environmental Health to demonstrate whether
or not the additional development will trigger an application to the State for a public water system.
14.
15.
16. The caretaker dwelling unit on Homestead 1 shall comply with the following:
A. Prior to issuance of a Certificate of Occupancy for the caretaker dwelling unit, the Applicant shall
obtain and the Housing Office shall record a caretaker dwelling unit deed restriction. Actual floor
plans of the unit shall be submitted to the Housing Office with the deed restriction.
B. The kitchen shall contain a minimum of a two burner stove with at least a 5 cubic foot oven that can
bake and broil, sink of at least 14"W X 16"D X 5.25"H and at least a 5.3 cubic foot refrigerator and
0.73 cubic foot freezer. Two off-street parking spaces shall be provided for the unit. The caretaker
dwelling unit must have separately accessible utilities. This does not preclude shared utilities.
C. Prior to issuance of a Certificate of Occupancy for the caretaker dwelling unit, the Housing Office
may inspect the unit.
D. The floor area of the caretaker dwelling unit shall be included in the total allowed floor area for
Homestead 1.
17. Failure to comply with these conditions of approval may result in revocation of this permit or any
property.
subsequent permits related to this property or vested rights associated with this ro e
Resolution NOM 2014
Page 6
NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY on the 2& day of
March, 2014.
APPROVED AND ADOPTED on the 11'day of June, 2014.
Jones, Clerk to` be BOCC
APPROVED AS TO CONTENT:
- (l si L,c
m y Houben
Community Development Director
BOARD OF COUNTY COMMISSIONERS,
PITKIN COUNTY, COLORADO
By ��/fes
Robert A. Ittner, Jr., Chair
APPROVED AS TO FORM:
John
un
P016-14
PID #264305302001;264305302002;264305402001;264305402002;264308104001;264304302001;2643043020 ;
264304302003;264305300801;264304200033;264304301004
v
000150,
S
RECEPTIONM 612827,08122/2014 at
11:25:25 AM,
1 Of 4, R $0.00 Doc Code COVENANTS
Janice K. Vos Caudill, Pitkin County, CO
RESTRICTIVE COVENANT
WERK COOK PARCEL
THIS RESTRICTIVE COVENANT ("Covenant") is made and entered this day
of — 20� by AVR AH, LLC ("Grantor") for the benefit of the Pitkin County
Board of County Commissioners CBOCC' ).
WITNESSETH
WHEREAS, Grantor is the fee simple owner of that certain real Property in Pitkin
County, Colorado that is more particularly described on Exhibit A attached hereto and made a
part hereof by this reference (the "Property");
WHEREAS, on:jwht 11 2014, the BOCC granted various land use approvals
relating to the Property by Resolution No.Q -eD (Reception No. 617 --fro )• The
approvals so granted were conditioned upon the execution and recording of a covenant
restricting the Property against future development;.
WHEREAS, the Grantor has represented that no development or improvements currently
exist on the Property; and
WHEREAS, in satisfaction of the condition of approval referenced above, Grantor is
prepared to restrict and covenant the Property against any future development, as that term is
defined in Exhibit B, in perpetuity.
NOW, THEREFORE, in consideration of the covenants, terms, conditions, and
restrictions hereinafter set forth and for other good and valuable consideration, the receipt and
sufficiency are hereby acknowledged, Grantor does hereby grant and convey to Grantee, forever
and in perpetuity, an interest in the Property, for and in consideration of the recitals and mutual
covenants, terms, conditions and restrictions contained herein:
1. Restrictive Covenant pertaining to the Property. Grantor hereby restricts the
Property in perpetuity against any and all residential development, as that tern is used and
defined in the Pitkin County Land Use Code, as the same may be amended from time to time;
provided, however, that a portion of the Property may be used for a public trail.
2. Covenant running with the land: binding effect. The provisions of this deed
restriction shall constitute a covenant that runs with the title to the Property for the benefit of the
BOCC, its successors and assigns and shall be deemed an appurtenance to the title to such land.
3. Permitted uses and activities. As owners of the Property, the Grantor retains the
right to perform any act consistent with the Land Use Code to the extent such act is not
prohibited or limited by the requirements of this restrictive covenant. These ownership rights
include, but are not limited to, the right to exclude any member of the public trespassing on the
Property and the right to sell, lease, or otherwise transfer the Property to anyone Grantor
chooses. The following shall not be considered residential development:
a. fences that comply with the Pitkin County Land Use Code;
b. agricultural activities;
c. the installation and maintenance of underground utilities; and
d. construction and maintenance of a public trail.
Nothing herein shall be construed to be an approval by Grantee under the Land Use Code for any
purpose.
4. Enforcement and monitoring. This restrictive covenant and its terms and
representations shall be fully enforceable by Grantee, its successors, assigns and agents in any
action at law or equity or both, to secure compliance, including but not limited to, seeking
injunctive relief and/or specific performance requiring the Grantor, its successors or assigns to
cease and desist all activity in violation of the terms of this restrictive covenant and to return the
Property to its condition prior to any violation. Moreover, Grantee and its successors, assigns
and agents shall be permitted access to, and to enter upon, the Property at reasonable times solely
for the purpose of monitoring, inspection, and if necessary, remediation in order to enforce and
assure compliance with the terms and conditions of this restrictive covenant.
5. Costs and liabilities. Grantor retains all responsibilities and shall bear all costs
and liabilities of any kind related to ownership, operation, upkeep, taxes and maintenance of the
Property, including but not limited to, costs associated with compliance with this restrictive
covenant. Grantee's acceptance of this restrictive covenant shall in no way be construed as an
assumption of any duties or liabilities associated with the Property and Grantor acknowledges
that by this restrictive covenant, Grantor continues to retain responsibility for any and all duties
and liabilities associated with the Property.
6. Incorporation of the Land Use Code. The Land Use Code, as may be amended
from time to time, and any terms or definitions contained therein, are hereby incorporated by this
reference in their entirety.
7. Modification. The terms of this restrictive covenant can only be modified by an
amended covenant executed by both Grantor and Grantee and recorded in the records of the
Clerk and Recorder for Pitkin County, Colorado.
g. Venue and jurisdiction. Grantor and Grantee consent to venue and jurisdiction
in the District Court for Pitkin County, Colorado for all matters concerning the interpretation and
enforcement of this restrictive covenant.
9. Attorneys fees and costs. In the event of any action or suit between the parties
hereto or their successors and assigns to enforce any of the agreements, covenants or restrictions
contained herein, the prevailing party in any such action or suit, whether by final judgment or out
of court settlement, shall recover from the other party all costs and expenses of such action or
suit including reasonable attorneys fees.
IN WITNESS WHEREOF, Grantor has executed this restrictive covenant as of the date
and year first written above.
State of Colorado )
) ss.
County of Pitkin )
The foregoing Restrictive Covenant was acknowledgeda oras e � this
2C day of
f AVR AH,
2oj�by j?ODI F A ;1�6?FaL.Pc)�
LLC.
Witness my hand and official seal
2018
-!Wn Coun oard of County Commissioners
By: [Name] [Title]
State of Colorado )
) ss.
County of Pitkin )
The foregoing Restric �e Cove ant was *c nowledg d before me this % day of
—` 20 tby i
Witness my hand and official seal
My commission expires on: L:L ('
EXHIBIT A
WERK COOK PARCEL
A tract of land situated in Lot 1, Section 4, and Lot 1, Section 5, Township 9 South, Range 85
West of the 6s' P.M., more fully described as follows:
Beginning at a point on the West line of Said Lot 1, Section 5 whence the Northwest corner of
said Lot 1, Section 5 bears N 00°06'08" W 628.22 feet;
thence N 00°06'08" W 628.22 feet to the Northwest corner of said Lot 1, Section 5;
thence N 89°59'59" E 992.08 feet along the North line of said Lot 1, Section 5 and Lot 1, Section
4;
thence S 00°00'00" W 823.12 feet to the center of Dry Woody Creek;
thence S 45011'00" W 23.22 feet along the center of Dry Woody Creek;
thence S 52°12'00" W 195.35 feet along the center of Dry Woody Creek;
thence S 79141'00" W 263.65 feet along the center of Dry Woody Creek;
thence N 56°00'00" W 676.38 feet to the point of beginning.
BEING HISTORICALLY DESCRIBED AS FOLLOWS:
A tract of land situated in Lot 1, Section 4, and Lot 1, Section 5, Township 9 South, Range 85
West of the 6s' P.M., more fully described as follows:
Beginning at a point on the West line of Said Lot 1, Section 5 whence the witness comer to the
Southeast comer of said Section 5 bears S 04°33' E 2572.12 feet;
thence N 626.37 feet to the Northwest comer of said Lot 1;
thence East 989.82 feet along the North line of said Lot 1, Section 5 and Lot 1, Section 4;
thence South 823.52 feet to the center of Dry Woody Creek;
thence S 45°1 1' W 23.22 feet along the center of Dry Woody Creek;
thence 79°41' W 263.65 feet along the center of Dry Woody Creek';
thence N. 561 W 674.97 feet to the West line of said Lot 1, Section 5, the point of beginning.
I �y Q /� q 1 0 i
A ® ® 1 L p 5 ' � RECEPTION#: 552118, 081191® 12
08 at 2 0
04:02:41 PM,
1 of 5, R $0.00 Doc Code RESOLUTION
Janice K. Vos Caudill, Pitkin County, CO
RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY,
COLORADO GRANTING PARTIAL APPROVAL OF THE ASPEN VALLEY RANCH
AMENDMENT TO DEVELOPMENT PERMIT, SPECIAL REVIEW, GMQS EXEMPTION AND
DESIGNATION TO THE PITKIN COUNTY HISTORIC REGISTER
Resolution No.0� -2008
RECITALS
1. Aspen Valley Ranch LLC ("Applicant") has applied to the Board of County Commissioners of Pitkin
County, Colorado ("BOCC") to amend the prior approvals to include the following:
A. Designate the Bourg Homestead and Barn to the Historic Register, and obtain incentives for the
designation;
B. Deed restrict three dwelling units on the Agricultural Facilities Parcel — two new units and the Bourg
Homestead;
C. Restore and enhance Dry Woody Creek as it traverses the property, and construct ponds and
wetlands;
D. Realign the entry road and construct a new road to the upper bench to serve Homesteads 6 and 7, as
well as Aspen Valley Downs Lots 6-9;
E. Install a central water system;
F. Construct two accessory structures with bathing facilities on Homestead 8;
G. Amend building and development envelopes.
2. These amendments require the following approvals:
A. Amendment to Development Permit
B. Designation to the Historic Register
C. Special Review
D. GMQS Exemption
3. The property is located on Upper River Road, and is described as Homesteads 1-9 and the Agricultural
Facilities Parcel, Aspen Valley Ranch Subdivision Exemption and Lots 6-9, Aspen Valley Downs
Subdivision.
4. The property is zoned RS-20/PUD with the exception of approximately 2 acres of land within the
Agricultural Facilities Parcel that is zoned AH. The Aspen Valley Ranch property contains a total of 485
acres that is divided into 10 parcels, each in excess of 35 acres. The Aspen Valley Downs lots contain
16.667, 17.22, 11.585 and 12.679 acres, respectively.
5. The BOCC approved Resolution No. 112-2005, which granted Special Review, 1041 Hazard Review,
Conceptual Submission and GMQS Exemption for Homesteads 1-9 and the Agricultural Facilities
Parcel. The BOCC granted 20 year vested rights with the approval. The irrigated hay fields are
encumbered by two agricultural easements that benefit Aspen Valley Ranch and Aspen Valley Downs.
Approximately 79 of the 85 acre AFP is encumbered with a wildlife easement that benefits Aspen Valley
Downs. The Board of County Commissioners approved the Aspen Valley Downs Subdivision/PUD in
1992; the final plat is recorded in Plat Book 28 at Page 90.
6. The BOCC considered this application at duly noticed public hearings on April 23, May 14,ft County
June 23, 2008, at which time evidence and testimony were presented with respect to the appl ca
FEB 13 2015
Community Ceveiopmeni
Resolution No.M -2008
Page 2
7. The BOCC finds that the following amendments comply with the applicable provisions of the Land Use
Code:
A. Designation of the Bourg Homestead cabin, barn and potato cellar to the Historic Register, and as an
incentive for the designation, granting of a GMQS exemption for 5,000 square feet of floor area on
the Agricultural Facilities Parcel: 3,500 square feet for the Ranch House and 1,500 square feet for
two accessory structures with bathing facilities.
B. Deed restriction of three dwelling units on the Agricultural Facilities Parcel.
C. Realignment of the entry road and construction of a new road to the upper mesa (Homesteads 6 & 7
and Aspen Valley Ranch Lots 6-9) and construction of a new "Core Road" on the Agricultural
Facilities Parcel.
D. Debris flow mitigation on the Agricultural Facilities Parcel
E. Stream Enhancements on the upper and middle reaches of Red Canyon and Dry Woody Creeks.
F. Ditch improvements in the lower pasture below the point where the blue line/intermittent lines on the
USGS maps for Red Canyon and Dry Woody Creeks end.
G. Amendments to the following envelopes:
1) Development envelope on Homestead 4 for the outdoor riding ring.
2) Development envelopes on Homestead 5 for the irrigation and fire protection pond and on-site
wastewater treatment system.
3) Activity Envelopes on Homesteads 2, 3 and 4 for grading and pasture.
4) Expansion of building and development envelopes on and relocation of the access to He
9.
H. Construction of two accessory structures with bathing facilities on the Agricultural Facilities Parcel.
NOW, THEREFORE, BE IT RESOLVED by the BOCC that it hereby designates the Bourg
Homestead cabin, barn and potato cellar to the Pitkin County Historic Register.
BE IT FURTHER RESOLVED by the BOCC that it does hereby approve the proposed
amendments, subject to the following conditions, which shall run with the land and be binding on all
successors in interest:
I . The Applicant shall adhere to all material representations made in the application or in public meetings or
hearings and shall consider those representations to be conditions of approval, unless amended by other
conditions.
2. The Applicant shall comply with all conditions of BOCC Resolution No. 112-2005, except as amended
herein.
3. Prior to submission of any earthmoving, access, ISDS or building permit applications, the Applicant
shall:
A. Be required to submit for approval by the County Attorney an amended Subdivision Exemption Plat
that depicts the roads shown on the United States Survey for Township No. 9 South, Range No.
85 West of the Sixth Principal Meridian, as surveyed, examined and approved in November,
1888, as those roads cross the subject property. The plat shall be accompanied with an
appropriate plat note of explanation approved by the County Attorney. Until the BOCC
determines that there is insufficient evidence to pursue a public access claim across the subject
Property, or until it is judicially determined that there is no such public access, or until the road as
shown on the 1888 Map is either vacated, relocated or determined to be in an alternative location,
Resolution No.jf
Page 3
no development, except intersecting roads, shall be permitted within the area 30 feet on either
side of the center line of such road.
B. Be required to submit for approval by the County Attorney and Community Development
amended Site Plans. The above referenced approvals shall be a condition precedent to finalization
and recordation. The owner must sign the mylar copies of the site plans prior to submittal for
recording. The Applicant shall amend the site plans as follows, prior to submission for recordation:
1) Homestead 1: Exclude the County road right-of-way from the development envelope.
2) Homestead 4: Include the flood mitigation berm envelope as shown on the original site plan.
Eliminate the portion of the waste water disposal envelope that is located within the floodplain.
3) Homestead 8: Include the flood mitigation berm envelope as shown on the original site plan.
4) Agricultural Facilities Parcel: Include the flood mitigation berm envelope as shown on the
original site plan.
4. Prior to issuance of a Certificate of Occupancy for the Bourg Homestead or issuance of building
permits for the two new employee housing units, the Applicant shall be required to submit for
approval by the County Attorney and the Housing Office a Deed Restriction for the three employee
housing units on the Agricultural Facilities Parcel. The deed restriction shall be amended as follows:
1) Eliminate the provision that allows the Applicant to demolish the units without replacement.
2) In Paragraph #6, Condominiumization, specify that anew deed restriction shall be submitted for
approval by the County Attorney and the Housing Office prior to recordation of the
condominium plat. Prior to recordation of the new deed restriction, the Housing Office shall
inspect the units to ensure that they comply with the criteria in the Housing Guidelines regarding
the condition of the units. The condominiumization event and the deed restriction shall insure
the affordability of the properties/lots/units, including appropriate restriction of potential
future assessments, dues, or other such fees.
5. Concurrent with recordation of the amended subdivision exemption plat and site plans, the Applicant
shall:
A. Record a covenant in a form acceptable to the County Attorney in which the Applicant agrees to
maintain the Bourg Homestead, barn and potato cellar in accordance with the Secretary of the
Interior's Standards for Rehabilitation or the County's design guidelines for historically
designated properties, once adopted by the BOCC.
B. Record the Deed Restriction for the employee housing units.
6. Within 30 days of the date of this approval, the Applicant shall submit an access permit application for
the Core Road to the Planning Engineer for review and approval. If a portion of the existing road on the
west side of the Ranch Core is to be reclaimed, the Applicant shall submit an earthmoving permit
showing all re -grading and revegetation, and the remaining trail access.
Prior to issuance of any Certificates of Occupancy for new structures on the Agricultural Facilities Parcel,
the Applicant shall submit a detailed debris flow mitigation plan prepared by a qualified professional
engineer or geologist licensed in the State of Colorado to staff and the Colorado Geological Survey for
review and approval. The plan shall incorporate any recommendations made by the Colorado Geological
Survey. The approved mitigation plan shall be implemented prior to issuance of any Certificates of
Occupancy for new structures on the AFP.
8. With the building permit application for the residence on Homestead 9, the Applicant shall provide a site
specific report from a qualified professional engineer or geologist licensed in the State of Colorado
Resolution No.0'6l -2008
Page 4
addressing mitigation for potential debris flow. Required mitigation shall be implemented prior to
issuance of a Certificate of Occupancy for the residence.
9. With the access permit application for the driveway to Homestead 9, the Applicant shall provide
engineered details for the bridge across Dry Woody Creek. If necessary, the Applicant shall also submit
a floodplain development permit application.
10. The Applicant shall submit access permit applications for the relocation of the entry road and the new
road to the upper bench (Homesteads 6 and 7 and Aspen Valley Downs Lots 6-9); the new roads shall
comply with the Asset Management Plan and shall meet all fire department requirements regarding
roadway width, adequate pullouts and turnarounds, and adequate access to dry hydrants. With the permit
application for the entry road, the Applicant shall submit an earthmoving permit application to address
the portion of the existing entry road to be reclaimed; the permit application shall show all re -grading and
revegetation, and the remaining trail access. The trail shall be reviewed and approved by Open Space
and Trails.
11. The Applicant shall submit an earthmoving permit application for improvements to the ditch on the lower
pasture. With the permit application the Applicant shall demonstrate that this work will occur below the
point where the blue line/intermittent streams shown on the USGS maps end (Red Canyon and Dry
Woody Creek) to the satisfaction of the Environmental Health and Natural Resources Department.
12. Prior to submission of a floodplain development permit for bank stabilization and riparian restoration
work adjacent to and above the Core area on the Agricultural Facilities Parcel (within the blue
line/intermittent stream areas), the Applicant shall submit a riparian enhancement plan to the
Environmental Health and Natural Resources and Community Development Departments for review and
approval. No in -channel work is permitted, unless the Code is amended in the future.
13. Prior to issuance of building permits for the accessory structures with bathing facilities on the
Agricultural Facilities Parcel, the Applicant shall record a covenant in a form acceptable to the County
Attorney to ensure that the units are accessory to the common facilities on the AFP and will not contain
kitchens.
14. The Ranch House on the Agricultural Facilities Parcel is exempt from growth management up to a
maximum of 3,500 square feet of floor area. The Ranch House shall be used only for events hosted by
the Association or individual homeowners at Aspen Valley Ranch, and shall not be used for commercial
or other public events, including benefits. The Ranch House may contain a kitchen and bathrooms, but
no bedrooms.
15. The total floor area on Aspen Valley Ranch shall not exceed 88,750 square feet. The maximum
residential floor area per parcel shall be allocated as follows:
A. Homestead 1:
13,250 sf
B. Homestead 2:
5,750 sf
C. Homestead 3:
5,750 sf
D. Homestead 4:
5,750 sf
E. Homestead 5:
5,750 sf
F. Homestead 6:
10,750 sf
G. Homestead 7:
10,750 sf
H. Homestead 8:
12,750 sf
I. Homestead 9:
13,250 sf
J. Ranch House:
3,500 sf
Resolution No.61 -2008
Page S
16. The floor area on each of Lots 6-9 of Aspen Valley Downs shall be limited to a maximum of 13,250
square feet. Each lot is exempt from growth management for up to 5,750 square feet of floor area, with
additional floor area up to 13,250 square feet available through growth management competition or the
use of TDRs.
17. The Applicant shall comply with the following measures to mitigate impacts to wildlife (in addition to
those included in Resolution No. 112-2005):
A. Construction workers shall be prohibited from bringing dogs on-site during construction.
B. Contractors are required by the County Code to provide a bear proof container for all edible and
food related trash.
C. The hay storage structure on the Agricultural Facilities Parcel shall be game proof— side walls
shall be constructed of 8' high solid siding or mesh fencing with gates of at least 7' in height.
18. Failure to comply with these conditions of approval may result in revocation of this permit or any
subsequent permits related to this property or vested rights associated with this property.
NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY on the 9d day of
December, 2007.
APPROVED AND ADOPTED on the 23rd day of June, 2008.
A
Jones, Clerk to to BOCC
AS TO
Cind u en
Community Development Director
BOARD OF COUNTY COMMISSIONERS,
PITKIN COUNTY, COLORADO
By 1s���=—cic�pa�-_
ek Hatfield, Chairman
�f-1908"
John Ely
County �
P166-07
PID #264305302001;264305302002; 264305402001;2643054020 -02;264308104001;264304302001;264304302002;
264304302003;264304201001;264305300801
001220150-
0 0 0 12 01 5 fFVI-
RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY,
COLORADO GRANTING APPROVAL OF THE ASPEN VALLEY RANCH SPECIAL
REVIEW, 1041 HAZARD REVIEW, CONCEPTUAL SUBMISSION AND GMQS EXEMPTION
Resolution No. L y-2005
RECITALS
SGS -Ranch LLC ("Applicant") has applied to the Board of County Commissioners of Pitkin County,
Colorado (BOCC") for approval to develop 8 new single family residences on parcels ranging from 35
to 120 acres, to create a new 35+ acre parcel around the existing ranch house and a 35+ acre Agricultural
Facilities Parcel that encompasses the existing agricultural buildings and affordable housing units. The
Applicant is requesting approval for a total of 96,750 square feet of floor area forthe development, with
no more than 3 of the residences containing in excess of 10,750 and up to 13,250 square feet of floor
area. The following approvals are requested and required:
A. Rezoning of 245 acres of the ranch to Rural/Remote;
B. 1041 Hazard Review and Conceptual Submission to establish building envelopes;
C. GMQS Exemption and Special Review to establish the parcels as TDR receiver sites (for initial
development rights and additional floor area);
2. The property is located on Upper River Road, and is more specifically described in Exhibit A.
3. The property is comprised of two separate parcels that contain a total of 731 acres. The property is zoned
RS-20/PUD with the exception of approximately 2 acres of land that is zoned AH.
4. The Pitkin County Planning and Zoning Commission ("Commission") considered the proposed
application at a regularly scheduled meeting on May 17, 2005, and recommended approval by a vote of
5-0.
5. The BOCC considered this application at duly noticed public hearings on July 27 and August 10, 2005, at
which times evidence and testimony were presented with respectto the application. The BOCC
reviewed and approved the Development Agreement on August 24, 2005.
6. The BOCC finds that the proposed building envelopes are located on slopes of less than 30% and avoid
the 100 year floodplain and critical wildlife habitat areas; the wildfire hazard is rated as low to medium
and can be mitigated; the debris flow hazard can be mitigated;
7. The BOCC further finds the development is consistent with the special review criteria for TDR receiver
sites and caretaker dwelling units, and that the proposed development otherwise complies with the
applicable provisions of the Land Use Code ("Code").
8. The BOCC farther finds that an extended vested right of 15 years is appropriate because the proposed
development promotes the public benefit in a manner consistent with, and which promotes the policies
and requirements contained in the Code.
NOW, THEREFORE, BE IT RESOLVED by the BOCC that it does hereby approve the Aspen
Valley Ranch 1041 Hazard Review, Conceptual Submission, Special Review and GMQS Exemption, subject
to the following conditions, which shall nm with the land and be binding on all successors gW t C o u D lig
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roitaizaas ez.2eCOZfIfOlrfliijrGBWalOFtV1e9'a
SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 t
Resolution No. A-2005
Page 2
I . The Applicant shall adhere to all material representations made in the application or in public meetings or
hearings and shall consider those representations to be conditions of approval, unless amended by other
conditions.
2- Prior to submission of any earthmoving, access, ISDS or building permit applications, the Applicant
shall:
A. Record the Subdivision Exemption Plat. The exemption plat shall identify the public trail easement.
B. Submit 1041 Hazard Review Site Plans to the Community Development Department for approval
and recording. The owner must sign the mylar copies of the site plans prior to submittal for
recording. The Applicant shall amend the site plans as follows, priorto submission for recordation:
1) Include the location and dimensions of building envelope setbacks from property lines, and/or
tie in the boundaries of the building envelopes to a permanent marker.
2) Eliminate shading of envelopes.
C. Submit the revised Protective Covenants, Development Agreement and Trail Easement for review
and approval by the County Attorney and the Community Development Department, prior to
recordation.
D. The Occupancy Deed Restriction and Agreement dated May 18, 1992 and recorded as Reception
No. 344911 shall be amended as follows:
I ) For the purpose of determining rent and/or sale prices, the existing units at 20, 31 and 559
Aspen Valley Ranch Road shall be classified as Single -Family Detached Category 3 units and
the units at 55, 71, 80 and 105 Aspen Valley Ranch Road shall be classified as Single -Family
Detached Category 1 units.
2) The Housing Authority shall qualify all occupants of the units as to employment. Occupants
must not own developed residential real estate or a mobile home in those portions of Eagle,
Garfield, Gunnison or Pitkin Counties, which are part of the Roaring Fork River drainage.
3) The Applicant shall provide financial security to assure the removal of any unit if the owner
thereof is found to have breached the terms and conditions of the Occupancy Deed
Restriction and Agreement.
E. Provide documentation to the Housing Office to verify that the current tenants of the employee
housing units comply with the provisions specified in condition D2 above.
3. Concurrent with recordation of the 1041 site plan(s), the Applicant shall:
A. Record the Protective Covenants, Development Agreement, and revised Occupancy Deed Restriction
and Agreement.
B. Obtain Irrevocable Certificates of TDRs from the Rural/Remote tracts, and execute and record the
deed restriction against further development of the tracts.
C. Record the public trail easement, which shall allow pedestrian, snowshoeing and cross-country
skiing from the Rio Grande trail across the ranch and the Werk -Cook parcel up Red Canyon to
the BLM land. Dogs shall be prohibited. The trail shall be closed from December I to March 31
each year.
4. All documents shall be recorded within 180 days of the date of this approval.
I Ij14
El 1 I41 I{5'16266
111 III 11111 1 10914D 0000 2 201
SIL
Resolution No. jl� -2005
Page 3
5. The Development Agreement shall be amended prior to recordation to specify that the following shall
vest based on the standards of the Code in effect on the date of approval: floor area entitlements utilizing
TDRs; GMQS exemptions granted; maximum floor area and the current floor area definition; minimum
and maximum lot size; building height; road and property setbacks; stream setbacks for Lots 4, 8 and 9;
grading and placement of fill; and preservation or creation of scenic viewplanes.
6. Prior to submission of an ISDS permit for each parcel, the Applicant shall provide documentation of a
legal water supply and adequate quality and quantity of water to the Environmental Health Department.
Wells must be located within the building or development envelopes, or in a location outside of the
envelopes that is approved by the Community Development Department.
Prior to building permit application for a new residence on each of each of Parcels 1-7 and 9, the
Applicant shall submit one executed Irrevocable Certificate(s) of TDRs to allow up to 5,750 square feet
of floor area on each parcel, and a copy of the deed evidencing conveyance of the Certificate(s) to the
Applicant (if applicable). The Applicant may replace the existing residence on Parcel 8 up to the size of
the original unit or 5,750 square feet of floor area, whichever is greater. The Applicant may submit
additional TDR Certificates or.may utilize growth management allotments for additional floor area on
Parcels 1-9 up to the maximum specified in 412 below.
8. The Applicant shall complete the floodplain/debris flow mitigation berm and clear the Red Canyon
and Dry Woody Creek channels as shown on the Schmueser Gordon Meyer plans dated 7/5/05, prior
to issuance of any permits for development on Lots 4 or 8, or redevelopment on the Agricultural
Facilities Parcel.
9. Prior to submission of any building permits for residences on any of Parcels 1-7 and 9 and a replacement
residence on Parcel 8, the Applicant shall obtain an Access Permit to improve Aspen Valley Ranch Road
to the "Country Access" standard specified in the Asset Management Plan from the intersection with
Upper River Road to the driveway to Parcel 4. The permit shall be reviewed and approved by the
County Engineer and the Fire Marshal.
10. Prior to issuance of building permits for residences on Parcels 5, 8 and 9, the Applicant shall obtain an
Access Permit to improve the applicable driveways from Aspen Valley Ranch Road to the driveways to
the building envelopes on those parcels to the "driveway" standard in the Asset Management Plan, but
with a minimum 16' wide driving surface. The permit shall be reviewed and approved by the County
Engineer and the Fire Marshal.
11. Prior to issuance of building permits for residences on each of Parcels 1-7 and 9 and a replacement
residence on Parcel 8, the Applicant shall:
A. Obtain a fireplace/woodstove permit from the Community Development Department.
B. Submit a drainage and erosion control plan for review and approval by the County Engineer.
C. Obtain a driveway/access permit, which shall be approved bythe County Engineer and the Aspen
Fire Marshal.
D. Obtain a site specific foundation investigation for each of Parcels 5-9.
E. Obtain ISDS permits from the Environmental Health Department. The systems must be designed by
a registered professional engineer, shall be located within the building or development envelopes,
and most comply with the setback requirements from surface and groundwater sources.
F. If the residence exceeds 5,000 square feet, submit a Traffic and Parking Management Plan in
accordance with the Asset Management Plan for review and approval by the County Engineer.
G. Submit a landscaping plan, for review and approval by the Community Development Department.
H. Pay the applicable road impact and housing impact fees.
1111111 11111111111111111111 11118111iii 1111111111111111 62 5 02:201
SILVIP DAVIS PITKIN COUNTY CO R 0.00 0 0.00
Resolution No. jl' -2005
Page 4
1. Pay a capital replacement fee in the amount of $5,222.22 to RFTA. This fee shall be adjusted
upward to reflect the value at the time of payment based on the annualized rate of inflation as
published in the Consumer Price Index (Denver/Boulder/Greeley CPI -W not seasonally adjusted,
which index stood at 189.2 on July 1, 2005) as established by the US Bureau of Labor Statistics.
12. The total floor area of all residences shall not exceed 96,750 square feet. No more than 3 residences may
contain floor area in excess of 10,750 square feet and up to 13,250 square feet, provided that the
residences on Parcels 6 and 7 shall not exceed 10,750 square feet. Subject to the foregoing, the
Applicant shall allocate the allowable square footage of Floor Area for each parcel either at the time
of the initial sale of such parcel or upon application for a building permit for a residence on such
parcel, whichever first occurs. The Floor Area to be allocated shall be set forth in a document entitled
"Allocation of Floor Area" which shall identify the parcel for which the allocation is made, shall be
signed by the Applicant and recorded in the office of the Clerk and Recorder of Pitkin County,
Colorado. Thereafter, the Allocation of Floor Area as set forth in the recorded document may only be
amended by and through an amendment to the Final Approval Resolution processed pursuant to
the regulations of the County then in effect.
13. Agricultural buildings are prohibited on Parcels 1-9. Agricultural facilities on the Agricultural Facilities
Parcel shall be limited to a total of 30,000 square feet, with no one building exceeding 5,000 square feet.
The floor area of the employee units on the Agricultural Facilities Parcel shall not exceed 10„000 square
feet, with no one unit to exceed 2,000 square feet.
14. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the
corners of each building and development envelope and install construction fencing around the
perimeter of the building and development envelopes. The fencing shall remain in place until a
Certificate of Occupancy is issued for the residence.
15. No development, including grading, excavation, fill placement, berming, landscaping, entry or ranch
gates, construction parking and staging, vegetation removal or disturbance, septic system and well, shall
occur outside of the approved building and development envelopes, except to comply with the required
wildfire mitigation. Utility and driveway extension and maintenance shall occur within approved
building or development envelopes.
16. Only plant species listed in the Pitkin County Revegetation Guide (or species native to the site) shall be
utilized to revegetate areas outside of the building envelopes that are disturbed by construction of access
drives and installation of utilities, subject to a revegetation plan approved by the Natural Resources
Division prior to issuance of a Certificate of Occupancy. However, if agricultural areas are disturbed,
those areas may be planted with agricultural crops that are not included in the Revegetation Guide.
17. Exterior lighting shall comply with the County's lighting regulations in effect at the time of installation.
Exterior lighting is prohibited on any facades that face Highway 82 except where necessary to comply
with health and safety requirements of the building code.
18. The exterior of the residences shall be finished in earth tones, which blend with the colors of the natural
surrounding environment. Roof materials shall be non -reflective.
19. The Applicant shall comply with the following measures to mitigate impacts to wildlife:
A. Native vegetation shall be maintained outside of the building envelopes, except for agricultural
crops.
B. Provide waste storage that complies with the County Code regarding bear -proof containers.
4 1 I4III`III`I516266
1E1IIIIII1111111111IIIt11 VIIIIIIIIIIIIIII010/14/020 0002.201
Resolution No. ft�-2005
Page 5
Verification of compliance shall be provided prior to issuance of a certificate of occupancy.
C. Avoid fruit -bearing trees and shrubs in any landscaping.
D. Dogs shall be kenneled, with the exception of working ranch dogs when at work.
E. All new fencing outside of the building envelopes that is not necessary for livestock retention
shall comply with the following:
1) Wood fencing shall employ three rails or less, be the round or split rail type, shall not exceed
48 inches in height above ground level and 12 inches in width (top view), and shall have at
least 18 inches between two of the rails.
2) Wire fencing shall consist of no more than 3 strands of smooth wire and shall not exceed 42
inches in height.
3) Existing fencing shall be brought into compliance.
F. Horse hay shall be fenced at the owner's expense with 8' game -proof fencing and other feed shall
be kept in bear -proof containers.
20. The Applicant shall comply with the following wildfire mitigation standards:
A. For a distance of 15 feet around all structures establish and maintain vegetation at 6 inches or
less, with mowed grass, low growing perennials or some type of hardscape (e.g., sidewalk,
pavers, rock mulch).
B. Beyond the 15 -foot perimeter and up to 30 feet keep grass mowed to a height of 6 inches or less.
C. Future landscaping within 100 feet of any structure shall be spaced no closer than 10 feet from
the outermost branches. The lower limbs of conifers should be removed up to 10 feet or half the
total height of the plant to eliminate ladder fuels.
D. Roots shall be constructed with a Class A roof covering or a Class A assembly as defined in the
International Building Code (IBC) Section 1505.2. Wood shake/shingle roof coverings are
prohibited in all wildfire hazard areas. Roofs with less than a 3:12 pitch are not permitted unless they
comply with the following:
I ) All roof coverings shall be constructed of non-combustible materials and installed on a Class
A roof assembly.
2) All roof coverings shall have a surface that shall facilitate the natural process of clearing the
roof.
3) All roof designs shall facilitate the natural process of clearing roof debris. Protrusions above
the roofline, such as parapets, shall be prohibited.
4) Roofs shall be installed as required by the approved building code and shall have a minimum
slope of 1:48.
5) All roof designs, coverings or equivalent assemblies shall be specifically approved by the
Fire Marshal prior to submittal of a building permit application.
E. Vents shall be screened with corrosive resistant wire mesh with mesh '/4 inch maximum.
F. Roofs and gutters shall be kept clear of debris.
G. Yards shall be kept clear of all litter, slash, and flammable debris.
H. A II flammable materials and firewood/wood piles shall be stored on a parallel contour a minimum of
15 feet away from any structure.
1. Swimming pools or ponds shall be accessible to Fire Department vehicles.
J. Fences shall be kept clear of brush and debris.
K. Wood fences shall not connect to the structure.
L. Fuel tanks shall be installed underground with an approved container.
M. Propane tanks shall be installed according to NFPA 48 standards and on a contour away from the
structure with standard defensible space vegetation mitigation around any above -ground tank. Any
wood enclosure around the tank shall be constructed with materials approved for 2 hour fire -resistive
constriction on the exterior side of the walls.
I III I I I4 516266
0 P0g14/ 0 0 02:201
SILV
Resolu[ion No. IiY-2005
Page 6
N. Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a
visible and accessible location.
O. Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and
installed on a non-combustible post.
P. New utility lines shall be buried within roadways.
21. The Applicant shall comply with the applicable codes and requirements of the Aspen Fire Protection
District. Each owner shall install a 20,000 gallon underground water storage tank with a hydrant
within the approved envelopes, prior to final inspection of the residence.
22. The Applicant shall comply with the County's Noxious Weed Management Plan,
23. Any development located within setbacks shall require a variance from the Board of Adjustment.
This approval does not assure approval of the variance.
24. Failure to comply with these conditions of approval may result in revocation of this permit or any
subsequent permits related to this property or vested rights associated with this property.
25. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County
Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use
Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on -
August 10, 2025.
111111111111111111111111111111111111111111111111111111 4 s6� 02:201
SILVIR DAVIS PITKIN COUNTY CO R 0.00 D 0.00 /
Resolution No. 0--2005
Page 7
NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY on the
266' day of June, 2005.
APPROVED AND ADOPTED on the 10" day of August, 2005.
PUBLISHED AFTER ADOPT ON FA%TED REAL PROPERTY RIGHTS in the
Aspen Times Weekly on the day o 2005.
Jones, Clerk to
AS TO
Z;2t IA (0�4
Cindy Houben
Community Development Director
P076-03
PID #264305400001/264304100005/264304200033
BOARD OF COUNTY COMMISSIONERS,
PITKIN COUNTY, COLORADO
By (a't e t --W- �
Patti Kay -Clapper, Chair
APPROVED AS TO FORM:
No7- s -.:27 - 6 -A1& -P
John Ely
County Attorney
1
111111111111111111111111111111111111111111111111111111 Page:4/2005 266 02 :201
SILVIA DAVIS PITKIN COUNTY CO R 0.00 0 0.00
E,016rt A
/I^►
SCHMUESER GORDON I MEYER
E N G 1 N E E R 5 5 U R V E Y O R S
1041 Special Review Approval
Aspen Valley Ranch
GLEN'NOO1� iPRINOS ASPEI'1
1 8 W. 6TH, SUITE 200 P.O. BOX 2155
GIENW000 SPRINGS, GO 81601 ASPEN, GO 81612
970-945-1004 970 25-6727
FX'. 970-945-5948 PX: 970-926 4 1 57
20 September 2005
11E51EN BUT,E
P.O. BOX 3068
GRESTE" BUTTE. - 81 224
970-349-5355
rx 970-349-5358
VIII DAVIS IIIII �IIIII II� �IIIII �I�III Ii� VIII IIII l 0 Page:
66
g 622 .2W
siL.VTKIN
0 z
A parcel of land located in W1/2 of Section 4, the S1/2 of Section 5, the NE1/4 of
Section 8 and the W1/2 of Section 9, Township 8 South Range 85 West 6tn P.M.,
Pitkin County, Colorado, being more particularly described as follows:
Beginning at the Northeast Corner of the 16` Amended Plat of Aspen Valley
Downs Subdivision P.U.D. as recorded in Plat Book 49 at Page 2, also being the
C1/4 Corner of said Section 4, with all bearing being relative to N00°00'24"E
between the E1/4 Corner and the NE Closing Corner of said Section
corner of Section 4, thence along the Northerly and Westerly boundary of said
Aspen Valley Downs the following eleven (11) courses N86°48'00"W a distance
of 209.39 feet; thence S86°49'20"W a distance of 399.76 fee; thence
S90100'00"W a distance of 1548.54 feet; thence S18044'09W a distance of
994.62 feet; thence N65014'29"E a distance of 573.48 feet; thence S52°25'58"E
a distance of 870.39 feet; thence S00045'26"W a distance of 373.33 feet; thence
S50031'43"E a distance of 1,026.94 feet; thence S02°29'27"E a distance of
787.59 feet; thence S59042'09"E a distance of 445.52 feet; thence S00°05'31"W
a distance of 434.56 feet to a point on the north line of a tract of land described in
Book 360 at Page 750 of said Pitkin County records; thence along the
Northeasterly line of said tract of land the following six (6) courses: N79°54'10"W
a distance of 94.00 feet; thence N66036'00"W a distance of 190.54 feet; thence
S73050'34" W a distance of 25.46 feet; thence N50009'43" W a distance of
694.62 feet; thence N40° 48'28" W a distance of 53.72 feet; thence S29044'29"W
a distance of 9.18 feet to a point on the North line of a tract of land described in
Book 607 at Page 824 and exception recorded in Book 207 at Page 351; thence
along the Northerly line of said tract of land the following ten (10) courses
N31042'00" W a distance of 244.04 feet; thence N50°21'00"W a distance of
276.85 feet; thence S77036'00"W a distance of 91.74 feet; thence S03035'00"W a
distance of 112.12 feet; thence S250 59'00"E a distance of 80.50 feet; thence
S540 00'00"W a distance of 309.60 feet; thence S36003'00"E a distance of
163.23 feet; thence S23021'00"E a distance of 258.25 feet; thence S34015'00"W
a distance of 100.49 feet; thence S44024'00"E a distance of 35.18 feet to point
on the Northwesterly boundary of a tract of land described in Book 360 at Page
750; thence along the Northwesterly line of said tract of land the following five (5)
courses S29059'20"W a distance of 550.01 feet; thence S78'52'16"W a distance
of 111.31 feet; thence S22022'1 8"W a distance of 385.83 feet; thence
101
SCHMUESER I GORDON IMEYER
E N G I N E E R 5 j 5 U R V E y O R 5
GLEN W000 51�RINGS PSPEN
18 W. GT8, 5UITE 200 P.O. BOX 2155
GLENW000 SPRING5, CO 81601 ASPEN, CO 8181 2
970945-1004 970-925-6727
F%'. 970-945-5948 F%: 970-925-4157
CHESIEC Bl1T�E
P.O. BOX 3088
CRESTFC But ., CO 81 224
970-349.5355
1, 970-349-5358
S04032'55"E a distance ofl048.40 feet; thence N69°50'55"W a distance of
441.36 feet to a point on the Northerly right of way line of the former Denver and
Rio Grande Western Railroad; thence along the Northerly line of said right of way
N47005'56"W a distance of 488.61 feet to the West line of said Section 9; thence
along the West line of said Section 9 N00002'48"W a distance of 171.07 feet to
the Northerly right of way line of a County Road; thence along the Northerly line
of a County Road the following six (6) courses 92.31 feet along the arc of a
3,790.40 feet radius non -tangent curve to the right, having a central angle of
1023'43" and subtending a chord bearing N41 °36'27"W a distance of 92.30 feet;
thence N40054'35"W a distance of 394.51 feet; thence 267.49 feet along the arc
of a 818.28 feet radius curve to left , having a central angle of 18043'46" and
subtending a chord bearing N50016'28"W a distance of 266.30 feet; thence
N59038'21"W a distance of 241.25 feet; thence 185.83 feet along the arc of a
478.57 feet radius curve to the right, having a central angle of 22°14'54" and
subtending a chord bearing N48°30'54"W a distance of 184.67 feet; thence
N37°23'27"W a distance of 193.98 feet; thence 209.10 feet along the arc of a
540.90 feet radius curve to the left, having a central angle of 22°08'57" and
subtending a chord bearing N48°27'55"W a distance of 207.80 feet; thence
N59032'24"W a distance of 327.82 feet; thence 86.55 feet along the arc of a
214.69 feet radius curve to the right, having a central angle of 23005'53" and
subtending a chord bearing N47059'28"W a distance of 85.96 feet; thence,
N36026'31"W a distance of 248.86 feet; thence 192.08 feet along the arc of a
1075.49 feet radius curve to the left, having a central angle of 10013'59" and
subtending a chord bearing N41 °33'31 "W a distance of 191.83 feet; thence
S41 °28'04"W a distance of 125.27 feet to a point on said Northerly right of way
line of the former Denver and Rio Grande Western Railroad; thence along said
Northerly right of way line the following three (3) courses N47005'56"W a
distance of 685.74 feet; thence 408.54 feet along the arc of a 5,779.65 feet
radius curve to the left, having a central angle of 4003'00" and subtending a
chord bearing of N49007'27"W a distance of 408.45 feet; thence N51 °08'56"W a
distance of 1,122.73 feet to a point on the boundary of a tract of land described in
Book 207 at Page 355 of said Pitkin County records; thence along the Easterly
line of said tract of land the following five (5) courses N34059'1 8"E a distance of
111.08 feet; thence 281.34 feet along the arc of a 530.00 feet radius non -tangent
curve to the left, having a central angle of 30024'52" and subtending a chord
bearing N50°1412"W a distance of 278.05 feet; thence 201.94 feet along the arc
of a 2,097.30 feet radius a reverse curve to the right, having a central angle of
5°31'00" and subtending a chord bearing of N62041'1 2"W a distance of 201.86
feet; thence N59055'42"W a distance of 165.00 feet; thence S30004'18"W a
distance of 67.00 feet to a point on said Northerly right of way line of the former
Denver and Rio Grande Western Railroad; thence along Northerly line of said
right of way the following two (2) courses 43.25 feet along the arc of a 2,914.93
feet radius curve to the left, having a central angle of 0051'00" and subtending a
�.. _ ciErm.000 SPRwos ASPEN cRasreo euI1E
SCHMUESER j GORDON I MEYER i 1 e W. ern, SUITE 200 P.o, BOX 2155 P.o. sox 3088
GLENWOOD SPRINGS, c0 81601 ASPEN, CO B 1612 cRESiED BARE. CO 81 224
E N O 1 N E E R S 1 5 U R V E Y 0 R 5 970-945-004 070925-6727 970�349-5355
F%', 970945-5948 FX: 920-925-415 ,- 970-349-5358
chord bearing N57039'26"W a distance of 43.25 feet; thence N58°04'56"W a
distance of 171.58 feet to the Southeast Corner of the West Ranch Subdivision
according the plat thereof recorded in Plat Book 48 at Page 30 of said Pitkin
County records; thence along the boundary line of said West Ranch Subdivision
the following three (3) courses N00000'00"E a distance of 914.43 feet along the
Southeasterly line; thence S90°00'00"W a distance of 1,185.00 feet along the
Northerly line; thence 530°00'00"W a distance of 307.23 feet along the Westerly
line of said West Ranch Subdivision to the Northerly right of way line of said
Denver and Rio Grande Western Railroad; thence along the Northerly line of said
right of way line the following two (2) courses 14.98 feet along the arc of a
1,482.68 feet radius non -tangent curve to the left, having a central of 0034'44"
and subtending a chord bearing of N67042'34"W a distance of 14.98 feet; thence
N67059'56"W a distance of 317.81 feet to the West line of Government Lot 5 of
said Section 5; thence N00000'00"W a distance of 608.36 feet along the Westerly
line of said Lot; thence N89026'06"E a distance of 2,657.16 feet along the North
line of Government Lots 5 and 6 of said Section 5 to the CIA Corner of said
Section 5; thence N8T24'47"E a distance of 2,536.83 feet along the North line of
Government Lot 7 of said Section 5 to the Southwest Corner of Government Lot
1 of said Section 5; thence N00006'08"W a distance of 694.67 feet along the
West line of said Government Lot 1; thence S56°00'00"E of distance of 676.38
feet; thence N79041'00"E a distance of 101.17 feet; thence N79°41'00"E a
distance of 162.48 feet; thence N52'1 2'00"E a distance of 195.35 feet; thence
N4501 1'00"E a distance of 23.22 feet; thence N00°00'00"E a distance of 180.69'
feet; thence N8905739E a distance of 2,301.26 feet; thence S00°06'43"W a
distance of 648.11 feet to the East —West Centerline of said Section 4; thence
N86045'26"W along the East-West Centerline of said Section 4 a distance of
441.52 fee to the point of beginning, containing 485.6323 acres more or less.
I 1 1 1I 41 516266
IN COUNTY CO R 0 10/14/20 00 00 20204
SILVIR DRVIS PITK
Q:2005\341.001 \1041 specialreview. doc
/14'
DEVELOPMENT AGREEMENT - VESTED RIGHTS
FOR
ASPEN VALLEY RANCH
THIS AGREEMENT is made this (a�day of (�v (Q. 12005, by and between the
Board of County of Commissioners (the "Board") of Pitkin County, a political subdivision of the
State of Colorado (the "County"), and SGS -Ranch, LLC, a Colorado limited liability company
("Developer").
RECITALS:
A. Developer is the owner of approximately 486 acres of real property situated in the
County of Pitkin, State of Colorado, more particularly described in Exhibit A, attached hereto and
incorporated herein by this reference. In this Agreement, the property described in Exhibit A shall
be referred to as "Aspen Valley Ranch."
B. Developer applied to the County for various approvals in order to develop Aspen
Valley Ranch as a residential subdivision.
C. The Board granted final approval for Aspen Valley Ranch at its regularly scheduled
meeting on August 24, 2005. Such "Final Approval" consisted of conceptual submission approval,
a growth management quota system exemption, special review approval for the establishment
transferable development rights receiving areas, construction of caretaker dwelling units and 1041
hazard review approval. The Final Approval of the Board was embodied in Resolution
NO i 2�- (the "Final Approval Resolution") which was recorded 0ass Reception No. '� i (o�6
of the Pitkin County records on the cul day of CX -T Q
05.
D. The Final Approval Resolution included approval to file a Subdivision Exemption
Plat and 1041 Hazard Review Site Plan for Aspen Valley Ranch (the "Exemption Plat' ), The
Exemption Plat was recorded in the public records of Pitkin County at Reception No, j
Book '7(, , at Page= H I
NOW, THEREFORE, in consideration of the premises and the terms and conditions herein
stated and for other valuable consideration, the adequacy of which is acknowledged by the parties
hereto, it is agreed as follows:
1. Intent. It is the intent of the parties that this Agreement shall constitute a
development agreement as referenced in C.R.S. § 24-68-104 for the purpose of establishing vested
property rights as defined therein for a period of fifteen (15) years.
2. Right to DeveloamentlVested Property Riehts.
(a) Developer shall have the right to undertake and complete development of
Aspen Valley Ranch and the residences and facilities described in the Final Approval
Resolution, and to use, occupy, sell, encumber or lease Aspen Valley Ranch and its facilities
subj ect to the terms and conditions of the Final Approval Resolution, the Exemption Plat and
`I}11111111111111111111
Ij11 II 1516272
I11 11100
10/14/2005 0 2:37!
51
this Agreement. Such rights shall vest in the Developer, and its successors and assigns, as
benefits and shall run with title to the land. The Final Approval Resolution and Exemption
Plat as approved by the County constitute a "Site Specific Development Plan" pursuant to
C.R.S. § 24-68-101, et seq.
(b) The development rights and uses described in this Agreement and/or included
in Final Approval Resolution are vested for a period of fifteen (15) years from the date of
Final Approval which, for the purposes of this provision, is October 12, 2005. During the
15 -year vesting period ending October 12, 2020, Developer and/or its successors or assigns
shall not be subject to any addition, modification or amendment to the Land Use Code or to
any other regulation not in effect on the date of vesting which amends or has the effect of
amending any of the following: (1) any provisions of the Land Use Code which restrict or
eliminate the growth management exemptions approved in the Final Approval Resolution;
or (2) the provisions of the Land Use Code which establish the amount of ra ulootage
the
available through utilization of transferrable development rights; or (3) g
requirements, standards and conditions concerning the following provisions of the RS -20
Zone District in effect on the date of this Agreement (all terms are as defined in the Pitkin
County Land Use Code, unless otherwise noted): (i) maximum floor area, or the calculation
or definition thereof, (ii) minimum and maximum lot size; (ibuilding
d height; (iv) road
a d
property or stream setbacks for Homesteads 4, 8 and 9; (v) gradinan
g placement;
(vi) preservation or creation of scenic view planes.
(c) Notwithstanding any other provision of this Agreement, no provision hereof
shall be construed to exempt Developer or any future owner or owners of Aspen Valley
Ranch from the requirements of Final Approval Resolution, building permits, or other
necessary permits or approvals which become applicable subsequent to the approval of this
Development Agreement. Nor shall any provision hereof be construed to preclude the
application of the Uniform Building Code, Fire Code, Plumbing Code, Electrical Code,
Mechanical Code, or other requirements reasonably necessary forthe protection of the public
health and safety.
3. Amendment. This Agreement may be amended only by written instrument signed
by the County and the Developer.
4, Bindine Effect. This Agreement shall be binding upon and shall inure to the benefit
of the parties hereto and their successors and assigns.
11lI �Il
516272
1 E1 IE� 1111111111111111111 N111111110s091¢/20000 2.37;
IN WITNESS WHEREOF, the parties have caused this Agreement to be signed the date and
year first written above.
BOARD OF COUNTY COMMISSIONERS
OF PITKIN COUNTY, COLORADO
Title:
7Y"
G.1CIienA\3G5-AVR\Deve10pment Agmeman 090605.wpd
SGS -RANCH, LLC,
a Colorado limited liabil' mpany
BY: SEY RSV Y, AGER
By:
David J. Myler, Attorney -in -Fact
for Seymour Svirsky
111111111111111111111111111 111�11 IIIIII III IIIII IIII 1111 19 4120 5 02;371
SILV IIA DAVIS PITKIN COUNTY CO R 21.0 D 0.00
Exhibit A
LEGAL DESCRIPTION
OF
ASPEN VALLEY RANCH
Homesteads 1 through 9 and the Agricultural Facilities Parcel as shown on the Subdivision
Exemption Plat for Aspen Valley Ranch recorded 10- , 2005, as Reception No. Si
in Plat Book —7(0 at Pag6,V of the Pitkin County records.
y-1-7
IIII�IIIIIIIIIIIIIIIIIII Illillllllllll llllllllllll111
Page: 4 20/14/2005 02:371
SILVIA DAVIS PITKIN COUNTY CO R 21.00 D 0.00
TRAIL EASEMENT
This Trail Easement (the "Easement") is made and entered into this la day of �c 2
2005, by and between SGS -RANCH, LLC (hereinafter referred to as "Grantor") and the
BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, as the governing
body of Pitkin County, Colorado (hereinafter referred to as "Grantee")
RECITALS:
A, Grantor is the owner of two contiguous parcels of land in Pitkin County, Colorado,
known and referred to herein as "Aspen Valley Ranch" and the "Werk Cook Parcelat Book l." Valley Page S
Ranch is described on the Subdivision
of the Pitkin emptCounty records (the ion Plat recorded in PExmpt on Plat"). The Werk
�� -- 6 — (Reception No.s �/�
Cook Parcel is more particularly described on Exhibit A.
B. Grantor desires to establish a Public Trail Easement within and across Aspen Valley
Ranch and the Werk Cook Parcel subject to certain restrictions and obligations as set forth herein.
C. Grantee desires to accept the Public Trail Easement described herein, subject to the
restrictions, and to assume certain responsibilities in connection therewith.
NOW, THEREFORE, in consideration of the mutual covenants and agreements set forth
herein, and for other good and valuable consideration, the receipt and sufficiency of which are
hereby acknowledged, Grantor and Grantee agree as follows:
1, Grant of Trail Easement. Grantor hereby grants, transfers and conveys unto Grantee
for the use and benefit of the general public, by quit claim only and without warranties title, a
non-exclusive easement and right of way (the "Public Trail Easement") over and upon Aspenn Valley
Road and Dry Woody Creek Road as depicted and described on the Exemption Plat, which lies
between the Denver and Rio Grande Trail and River road; and the ten -foot -wide easement area
within and upon the Werk Cook Parcel as described on Exhibit B, subject to the restriction and
obligations set forth herein.
2. Trail Use Restrictions. Use of the Public Trail Easement by the public shall be
limited to hiking daily, between sunrise and one hour before sunset and between April l and
November 30 of each year. The Public Trail Easement will be closed to public use during the winter
months, from December 1 of each year to March 31 of the following year. Except for the owners
of the lots described on the Exemption Plat and the Werk Cook Parcel and the families, invitees and
guests of such owners, no horses, dogs, motorized vehicles, firearms or commercial uses shall be
allowed within the Public Trail Easement, and users of the Public Trail Easement shall not be
allowed to carry firearms. Grantee shall have no obligation for the enforcement of the foregoing
restrictions, nor any other provisions of this Trail Easement, against users of the Public Trail
Easement or other third parties.
II 516271
IIIIII VIII IIII�I �IIIII III III�II IIIIII III ILII IIII IIII 0 0934/20 00 02:36i
31.00
3. Construction and Maintenance. The Public Trail Easement within Aspen Valley
Ranch follows the alignment of existing roadways. Grantor shall not, by the terms of this Trail
Easement, be required to improve, realign or upgrade any portion of the roadways as they exist on
the date hereof. Grantor shall be obligated to maintain the roadways in a condition that will allow
reasonable pedestrian access pursuant to the terms of this Trail Easement. Grantee shall have no
responsibility, nor any authority, for the maintenance, repair, replacement or upgrade of said
roadways. Nothing herein shall, however, preclude Grantor from undertaking and performing such
maintenance, repair, replacement or upgrade to the roadways, including paving, as Grantor, or its
successors and assigns, determine is necessary or desirable, so long as such work does not
unreasonably restrict the public's use of the roadways intended by this Trail Easement. Grantorshall
construct a new trail along the alignment described on Exhibit B within the Werk Cook Parcel.
Grantor shall thereafter be responsible for the reasonable maintenance and repair of said trail.
Grantor may assign such responsibility to a homeowners' association representing the owners of
Homesteads within Aspen Valley Ranch, whereupon Grantor's responsibility for maintenance and
repair shall terminate. The Public Trail Easement may be closed temporarily during construction
activities or in the event of circumstances which could endanger users of the Public Trail Easement.
4. Grantee's Obligation to Insure. The parties acknowledge that the Grantor is entitled
to the benefits, protections and limitations on liability afforded by Colorado law, including C.R.S.
Sections 33-41-101 through 105. Grantee agrees to add Grantor (and its successors and assigns in
the ownership of Aspen Valley Ranch and the Werk Cook Parcel, or any of them or any part thereof)
as additional named insureds on its comprehensive general liability insurance policy, which
insurance shall be maintained by the Grantee to provide protection against liability from claims
arising out of the use of the Public Trail Easement. Such insurance shall be carried in amounts not
less than the liability limits specified in C.R.S. Section 24-10-114(1), as it may be amended from
time to time, and shall provide Grantor and its successors and assigns with thirty (30) days advance
written notice prior to in orshall, upon
request
Grantor or any successor or assign, provide a CertCertificate Insurance as verification of compliance
with these requirements.
5. Attom._�evs' Fees• In the event the interpretation or enforcement of this Public Trail
Easement should everbecome the subject of litigation between Grantor, or its successors and assigns
in the ownership of Aspen Valley Ranch and the Werk Cook Parcel, or any part thereof, and
Grantee, the substantially prevailing party shall be entitled to an award of its reasonable costs and
attorneys' fees incurred in connection therewith.
6. Binding EffectlAmendment. This Public Trail Easement shall be binding upon and
inure to the benefit of the parties hereto and the heirs, personal representatives, successors and
assigns of Grantor, including all future owners of Aspen Valley Ranch and the Werk Cook Parcel,
or any of them. The Public Trail Easement shall not be assignable by Grantee. The benefits and
burdens hereof shall also run with the title to Aspen Valley Ranch and the Werk Cook Parcel. This
{I II I} 1 1 Ij 516271
INIII�It.000/14/ 00002 36t
5
PublicTrail Easement may only be amended by a writing signed by Grantee and by the then record
owners of Aspen Valley Ranch and the Werk Cook Parcel.
SGS -RANCH, LLC MANAGER
BY: SEYM SV
B,
David J. Myler, Attorney -in -
Fact for Seymour Svirsky
Date:
iul
BOARD OF COUNTY COMMISSIONERS OF
PITKIN COUNTY
By:
STATE OF
COUNTY OF
The foregoing Trail Easement was acknowledged before me this day of
day
(� ey 2005, by David J. Myler, as Attomey-in-Fact for Seymour Svirsky, Manager of
SGS RANCH LLC, a Colorado limited liability company.
WITNESS my hand and official seal.
6
My commis
� C.L
Zy, Notary Public
-ION ONJ
I II 1�111+I516271
IIIIII�11111111�III�If 1111 111111 Illi/1000914 p 0000 2.36{
5
STATE OF COLORADO )
) ss. yt
COUNTY OF PITKIN ) ��,
he foregoing Trail. lsement was acjWewledged before me this _day of
2005, by I�'jn—,Z' Me$ on behalf of the Board of County
ommissioners of Pitkin County, Colorado.
WITNESS my hand and official seal.
My commission expires:
G:\CliendSGS-AVR\Trail Easement t01305.WPd
516271
IIIIII VIII IIIIII IIIIII III IIIIII IIIIII III ILII IIII 11110 0 0 00
0914202:351
SILVIA DAVIS PITK1N COUNTY CO R 31 0
4
EXHE31T A
LEGAL DESCRIPTION
A tract of land situated in Lot 1, Section 4, and Lot 1, Section 5, Township 9 South, Range 85 West of the 6th
P.M., more fully described as follows:
Beginning at a point on the West line of Said Lot 1, Section 5 whence the Northwest comer of said Lot 1, Section 5
bears N 00'06'08 W 628.22 feet;
thence N 00'06'08" W 626.22 feet to the Northwest comer of said Lot 1, Section
hence S 00'00'00" E 823.012 feet to ng the North
ter of Iine Dry Woody Cr ek; of said Lot 1, section 5 and Lot 1, Section 4;
23.22 feet along the center of Dry Woody Creek;
thence S 45'11'00" W
thence S 52'12'00" W 195.35 feet along the center of Dry Woody Creek;
65 feet althe ce
thence N 56'00 00" W 676.38 feet took point of beginnn{nter of ng. Woody Creek;
BEING HISTORICALLY DESCRIBED AS FOLLOWS:
A tract of land situated in Lot 1, Section 4, and Lot 1, Section 5, Township 9 South, Range 85 West of the 6th
ip,M., more fully descr{bed as follows:
1, Section 5 whence the witness comer to the Southeast tamer
Beginning at a point on the West line of Said Lot
of said Section 5 bears S 04'33' E 2572.12 feet;
thence N 626.37 feet to the Northwest comer of said Lot 1;
thence East 989.82 feet along the North line oid Lot 1, Section 5 and Lot 1, Section 4;
thence South 823.52 feet to the center of Dry Woody Creek
thence S 45'11' W 23.22 Woody feet along the center of Dry
thence 79'41' W 263.65 feet along the center of Dry Woody Creek; .
thence N 56' W 674.97 feet to the West line of said Lot 1, Section 5, the point of beginning.
I I�IIiI ILIIIIIIII IIIIII III IIIIIIIIIiIi 11111011111 O516271
0g1412005
0 0002:361
EXHIBIT B
October 13, 2005
Job# 2005-341.001
Aspen Valley Ranch
30' Access, Public Trail & Utility Easement
A strip of land situate in Section 4, Township 8 South, Range 85 West of the 6i" P.M., Pitkin County,
Colorado, being described by centerline as follows. each side of the
Said strip of land being thirty {30') feet in width, extending fifteen feet ndar lines of said strip shall
following described centerline, in such a manner that the exterior boundary
be lengthened or shortened as necessary to form a continuous strip exactly thirty feet (30') in
width.
Beginning at a point along the Northerly boundary of the county right of way for Upper RivClosing er Road with all
sa'diSect Section 4, whence a found USG O Brass C"E between ep Witnese East s Corner for for the Southwner and the est sComer of said Corner of
Section 4 beathe ant center line of saistance d Aspen Valleyl3 feet, Ranch Rload the following fourtewin as Aspen en (14) couRanch rses:
es:
so kno,
thence along
N46°52'05"E a distance of 164,88 feet; thence N53°06'53"E a distance of 60.48 feet; thence N65°46'40of
a distance of 53.16 feet; thence N69°36'40"E a distance of 81.81 feet; thence N72°44'O6"E ce f distance et
thence feet; thence N64-29'1 0"E a N45°24'46' E a distance of O12t86 fan
eet hence N59 48'23"E ance of 98.11 feet; thence a distance of 57`38 feet thence feet;
h ice
7'52"E a distance of 213,94 feet; thence
N85036'23°E a distance of 405.65 feet; thence N89°013'1 FE a distance of Roa11 d
i feet; thence
N82°22'OA"W a distance of 58.22 feet to a point where Dry Woody Creek Road intersects4 bears
Aspen Valley
Ranch Road, whence the said Witness Corner for the southwest Corner of said Section Creek Road the
S40051'24"E a distance of 1283.44 feet; thence along the centerline of said Dry Woody
following Twenty-one (21) courses: N59°01'29"E a distance of 93.11 feet; thence N3934'37"E a distance
oe NI
the of .3 feet;
t; then E a d stance of 44 80 feet; the .7 feet;
then a d sta0nce'of 37.67 feet; thence8'E a distance of feet;
N39041'20"E a distance of 160.71 feet; thence N39°17'54E a distance of 63.51 feet; N64021'24"E a
distance of 61.56 feet; thence N71 °59'41"E a distance of 67.91 feet; thence N64°37'27"E a distance of
hence 43.24 et; thence 45'23"E a dicta ce a distance
96 of 82.19
feet; e thence i"E a distance eofi121 65 feet stance of s thence
a distance n of a distance
feet; f 160.hence M40 eet; the E a di nce NIsan-a of 38 99 feetethenof ce N10.86 e51t5T E a distance
ce Os nce of
34.73 feet; thence 34.73 feet; thence N16 07,09"E a distance of 41.60 feet to a point along the Southerly
boundary of a Parcel of land described in Book 26 at Page 50; thence along a trail as it exists the
following ten (10) courses. N15917'28"W a distance of 46.47 feet; thence'feet; thence N34"E a'5sta a distance of
t138.24 hence Net; thence
E a distance of 11i5t43 feetaince , tthence NO2 18'39"W a°dis distance of 83 65 feet; he B Beet;
a distance of 19-99 a distance of 19 99 feet thence N04°4178 feet; h59'E a distance of 0 00 feet; thence conof 21.33 tiencenuing alongt; thence l said trail E
as it exists approximately 232 feet to the Northerly boundary of said Parcel described in Book 26 at Page
50, also being the point of terminus.
III{I 516271
Q:2005/341.001/TrailEsmt.doc IIIEI IE�1111131111111111�IIII�1 09/14/020000 2.361
SILVIR DAVIST
Ee
SGM
MEMORANDUM
TO: Pitkin County Building Department
Tom Newland
Kaegebein Fine Home Builders
FROM: Nathan Torres, PE
DATE: March 8, 2015
SUBJ: Aspen Valley Ranch — Homestead 9 Bridge
This memo is being presented to you to address questions that have come from the building
department in regards to the proposed homestead 9 bridge.
Changes to or infringement of floodplain:
o Upon completion of this bridge there will be no part of the bridge structure that will be in
the floodplain. Also there will not be any part of the construction process that will leave
permanent changes within the floodplain. Temporary access along the edges of the
floodplain may be necessary for short periods of time to facilitate equipment access,
however, all grades in & around the floodplain will be returned to preconstruction
conditions. SGM will survey all floodplain limits to help ensure that construction
operations stay outside of the delineated areas.
Structure Freeboard:
o Please see the attached elevation of the proposed structure for clarification on
structure freeboard above the 100 year flood elevation.
Should you have any questions in regards to this bridge please feel free to contact me directly at
nathantna.sgm-inc.com or my direct office number of 970-384-9066.
118 W. 611 St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948
31
6
7
32
WHITE, RJVM NATIONAL FOREST
AREAS
5 Blicip Location
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Aspen '/alley Ranch
E/evo/ions
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APPENDIX D 910 WORK IS PERMITTED
G lJ
r.)uTSIDE THE APPROVED
BUILDING EP��IELOF''�
Large Scale A A p � 0 1 5Q�
Construction Management Plan for:
CONSTRUCTION
Address
All addresses on Aspen Valley Ranch Road, West Pasture laneNO PARKING IS ALLOWED
East Pasture Lane, and 875 Aspen Valley Downs Road ONAAT4
Parcel ID Number 264305300801,264304301004,264305302001,264305302002,264305402001,
')6430910400l,?6430430?003,?64304?nnon3
Permits Applied for:
Check all that apply.
X Demolition Permit
Building Permit
X Access Permit
X Earthmoving Permit
X Floodplain Permit
ROW Permit
Property Owner's Name
AVR AH LLC
Name
Owner's Representative's Name:
Tom Newland
Name
Contractor's Name:
Kaegebein Fine Homebuilding
Name
M
# CSC `I. 2CvS Tr)�r' i
# �
(970)925-2619
Phone Number
927-4645
Phone Number
379-6228
Phone Number
CONSTRUCTION
ALL PARKING, STAGING
STORAGE MUST BE MAINTAINIO
ON SITE A
%1,-) clogs allowed on site
during construction
NO WORK:
Plefore 7 am or After 7 pm
And on Holidays or Sundays
tom@npri.co
Email
rD
natekaegebein@kfhomebuilding.co
EWail
FEB 1 i 2915
C0mmunuy :,ta�,crrt rl
1.8.10
APPENDIX D
DESCRITION OF WORK
Place several improvements for residential and agricultural uses on the property,
including resdetential and agruicultural structures, floodplain/debris flow improvements,
bridges and associated infrastructure for both residential and agricultural use,
improvements to the fields ponds and pastures and removal and placement of access
PUBLIC NOTIFICATION PLAN
Notify adjacent property owners of construction activities via post.
DATES OF CONSTRUCTION
March IS 2014 - Tune 1 2017
HOURS OF CONSTRUCTION
7:00 am and 7:00 pm Monday through Saturday, no work Sundays and federally designated holidays.
HOW WILL EXCAVATED SOIL BE USED?
This material will be used to construct the berms needed for the debris flow basin. Excess
material will be hauled off-site.
ATTACHMENTS:
The following items shall be included as attachments:
➢ Vicinity Map
➢ Project Sign
➢ Contact List
➢ Site Plan(s) Showing:
1. Disturbance Area
2. Revegetation Plan
3. Construction Fencing
4. Emergency Vehicle Access
5. Construction Parking
6. Staging Areas
7. Trailers, material storage, waste management, etc.
➢ Sequencing Schedule
➢ Traffic Control and Emergency Access Plan
➢ Revegetation Plan
➢ Fugitive Dust Control Plan
1.8.10
VICINITY MAP
F_
1
Old <o
Snowmass
'RD
FSP
Triangle Peak
a
SITE
WgTSON D� -RD GERBA, Z•Wy A,
1,14V
N
R
PROJECT SIGN
Aspen Valley Ranch Creek
Residential, Agricultural,
and Site
Improvements Project
PERMITS:
#0001.2014.PCBU
#0009.2013. P FPL
#0008.2013. PAEM
#0029.2014. PRB K
#0025.2014.PRBK
#0146.2013. PAEM
#0053.2014. PAE M
#0053.2014. PAE M
#0030.2014. P RB K
#0069.2014. PAEM
Kaegebein Fine Homebuilding, LLC
(970) 618-4362
Emergency Phone Number (24 -Hours)
(970) 379-6228
Charlie Mountain Earthmoving Permit Cover Letter Page22
CONTACT LIST
Physical Address
SPID #264305300801
20 Aspen Valley Ranch
Lane, Woody Creek, CO
81656
Owner
AVR AH LLC
514 E. Hyman, Aspen,
CO 81611
Contractor
Kaegebein Fine
101 Oak Ridge Dr.
379-6228
Aspen, CO 81611
Civil Engineer
-Homebuilding
SGM
118 West 6th, Suite 200
(970) 945-1004
Glenwood Springs, CO
81601
Landscape
DHM Design
311 Main Street, St 102
963-6520
Architect
Carbondale CO 81623
Permit
Newland Project
P.O. Box 4815
(970) 927-4645
Expeditor
Resources
Basalt CO 81621
Surveyor
SGM
118 West 6th, Suite 200
(970) 945-1004
Glenwood Springs, CO
81601
Land Use
Associates
215 S. Monarch
(970) 925-6587
Consultant
7Daysorn
#104
Aspen, CO 81611
Charlie Mountain Earthmoving Permit Cover Letter Page 23
TRAFFIC CONTROL
The contractor will be instructed as to the need for a Traffic Control Plan. A Traffic Control
Supervisor for the project will be designated by the contractor, who is yet to be determined. Project
personnel participating in traffic control procedures will wear clothing designating them as traffic
control personnel and shall be able to successfully converse with the public.
EMERGENCY ACCESS PLAN
Emergency access will gbe gained by using Highway 82 and Upper River Road to access Aspen
Valley ranch lane. Aspen Valley ranch lane will be open to teh construction site at all times.
Pitkin County Revegetation Report
Jobsite Address 20, 40, 50 & 60 Aspen Valley Ranch Lane, Woody Creek, CO
Parcel # 264305300801
Property Owner & Mailing Address: AVR AH LLC
514 E. Hyman Ave., Aspen, CO 81611 Phone Number:
Applicant Name & Mailing Address: Tom Newland
PO Box 4815, Basalt, CO 81621 Phone Number:
Seeding Method See attached landscaping plan.
Seed Rate (lbs PLS/acre)
925-2619
927-4645
Approx Area Covered 153,800 (3.5 acres)
Pitkin County pre -approved Seed Mix (circle one):
(see Pitkin County Land Management Website at htto://www.asnenpitkin.com/pdfs/depts/64iPCseedmi.x.pdf
for seed mix contents and breakdowns)
Pitkin County Irrigated Seed Mix Pitkin County Non -Irrigated Seed Mix
Pitkin County Beneficial Browse Mix Dryland Pasture/Old Hay Fields Mix
Other Seed Mix (subject to approval by Pitkin County Land Management):
Common Name Scientific Name %e of Mix
Please see attached landscaping plan.
---------------------------
NOTE! All seed MUST be Certified, blue -tagged seed, and must be free of Colorado
listed noxious weed species. This certifies that seed meets high purity and germination
standards and has a low weed content. Pitkin County Land Management may request
from the applicant the Blue Tags which are removed from seed bags before mixing.
Applicants should ask the seed vendor to provide these tags with the seed purchase.
— — — — — — — — — — — — — — — — — — — — — — — — — — —�
Mulch Type See attached landscaping plan. Mulch Rate (lbs/acre)
Tackifier/Tacking Method
Estimated Date Started 3/15/14 Estimated Date Finished 12/31/17
Applicant Signature
Comments:
Questions? For more information on revegetation methods, seed mixes, and local contacts, please see the
Pitkin County Revegetation Guide, located at: hn://www.aspenuitkin.com/pdfs/dents/64/reveaeuide.yddf
You may also contact Crystal Yates -White at Pitkin County Land Management:
(970)-920-5214
crystalyw@co.pitkin.co.us
®II�'uN-------- ------------- - ------ --- .. DRAFT OVERALL MASTER PLAN
Consimation Fencing
ConilrvRion Panting
I staging, Materials Storage. Waste Management
f Emergency VeM1ide pmeas: HigM1way By to
Upper Rrver Road; Upper RNer Roatl bgapen
Vallay RancM1 Lane.
Aspen Valley Ranch
Construction Management
Plan
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CONSTRUCTION MANAGEMENT PLAN - HOMESTEAD 8
V « • F51 PARCEL 10 N, 2643-053-00=801
Third Amended Aspen Valley Ranch Homestead 9 Emu
CONSTRUCTION MANAGEMENT PLAN
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Pitkin County Colorado
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ASPEN VALLEY RANCH
CONSTRUCTION MANAGEMENT PLAN
WATER TANK PROJECT
LOT 6, ASPEN VALLEY DOWNS
PROJECT DESCRIPTION
The project will consist of placing a 160,000 -gallon underground water storage tank on the building
envelope of Lot 6. The tank will provide storage for the common water system to be placed for the
residential development planned at Aspen Valley Ranch.
METHODS STATEMENT
The project is expected to take between 9 and 12 months to complete. Work will begin with excavation
for the tank. This will involve relocating the excavated material with dump trucks to nearby designated
storage areas (see Construction Management plan below). These activities will take place for the first 3
months of the work.
After excavation is complete, the tank will be constructed. The tank will be made of concrete and will be
cast in place. The banks along the excavated area will be stabilized using soils nails, and the base of the
tank will be formed and poured. After the base is set, the walls and then the top of the tank will be
formed and poured. Concrete trucks will be accessing the site during this time.
After the tank is poured and set the excavated area around the tank will be filled and compacted and all
excess fill will be hauled off-site. Revegetation of the disturbed areas will be accomplished after final
grading has been completed.
CONSTRUCTION MANAGEMENT PLAN
1. Permits: a permit will be obtained from Pitkin County prior to construction. The work will be
permitted as a part of the overall infrastructure work for Aspen Valley Ranch (hereinafter
"AVR").
2. Public Notification: AVR will notify adjacent property owners and homeowner associations after
issuance of the County Permit and prior to beginning of construction.
3. Dates of Construction: AVR hopes to begin work on the project this fall. The specific start date
is dependent on County land use approvals and permitting approvals. The project is expected to
take 9 months to complete.
4. Hours of Construction: Construction hours will follow Pitkin County protocol, which allows
work between the hours of 7:00 am and 5:00 pm, Monday —Saturday. Work on the project will
not take place on Sundays or federal holidays.
5. Delineation of Project Area: Construction fencing and/or silt fencing will be placed around the
perimeter of the project area prior to construction. Features of the natural environment that
will not be disturbed but are in close proximity to the work area will be protected with fencing.
6. Wildlife Habitat: AVR will be cognizant of all potential wildlife impacts and shall restrict dogs on
the work site.
7. Emergency Vehicle Access: Figure 1 shows the location of emergency access, parking, material
storage and staging areas for the project. Emergency access shall be gained from Highway 82
using Aspen Valley Downs Road via Upper River Road.
8. Construction Parking Construction Staging and Construction Storage: All construction parking,
staging and storage will be located along the access Road to Lots 6 -9 of Aspen Valley Downs
(see Figure 1). It is anticipated that 3 —5 construction vehicles will be at the site at any given
time.
9. Traffic Control: Traffic to the site will be managed as needed with signage and cones. Dump
truck traffic related to excavation will stay within the project area. Concrete trucks delivering to
the site will use Aspen Valley Downs Road. Excess fill material will be hauled from the material
storage areas to AVR and/or the County landfill.
10. Delivery Requirements. The primary material be delivered will be concrete. We anticipate 5 — 7
concrete trucks per day when pouring the tank. Trucks will stage along the access road past the
gate on Aspen Valley Downs Road and will not impede access to Lot 1— 5 and 10 of the Aspen
Valley Downs Subdivision. Other deliveries to the site will be intermittent throughout the
project.
11. Sediment and Erosion Control: The project is a part of an overall Stormwater Management Plan
for the development. Best Management Practices (BMPs), such as silt fencing, outlet/inlet
protection, and final stabilization of the disturbed area, will be utilized to prevent soils and silted
runoff from leaving the site.
12. Fugitive Dust Control Plan: Attached as Figure 2 is a copy of the Fugitive Dust Control Plan to be
submitted to the County through their permitting process. Features of the plan include:
a. The access road will be watered regularly to keep dust down;
b. The speed limit on the access road will be posted at 15 mph;
c. Disturbed surface areas will be watered and revegetated as soon as possible after
construction activities have ceased;
d. Mud and dirt carried off the site by vehicle accessing the site will be prevented using
graveled entry ways and street sweeping as required.
13. Noise Suppression: AVR will follow the noise limitation for construction activities cited within
the Pitkin County Code (Section 6.36). This section of the code limits construction noise to 80
dB(A).
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EXISTING ROAETU Amlll-
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Figure 1:
CMP for Water Tank
ACTION OF ARCHITECTURAL COMMITTEE OF THE ASPEN VALLEY
DOWNS HOMEOWNERS ASSOCIATION, INC., a Colorado not-for-profit
Corporation ("AVD")
DATE: JUNE 17, 2014.
REGARDING THE APPLICATION FOR AN UNDERGROUND WATER TANK TO
BE INSTALLED ON LOT 6, ASPEN VALLEY DOWNS.
SUBMITTED BY AVR AH, LLC, a Colorado limited liability company ("Applicant"),
the owner of Lot 6.
On June 5, 2014, the Board of Trustees, acting as the Architectural Committee heard
from the Applicant and his architect and discussed the details of the plans submitted
dated April 15, 2014 (the "Application"). Board member Brooke Peterson recused
himself due to his relationship with the Applicant.
The Board approved the Application based on the plans and representations stated
therein, subject to the following conditions:
A. The owner of Lot 6 shall have a continuing obligation to maintain the landscaping that
is installed according to the landscape plan in the Application in a healthy condition.
B. Prior to commencement of any excavation or other construction work, the Board shall
have approved the construction management plan ("CMP") that will be provided to the
Board by the Applicant not later than the time that it is submitted to the County. The
Board shall have the right to approve any changes to the CMP that may occur after its
initial review and approval. The Board members expressed concerns about hours of
construction and dust control, especially with respect to the stockpiling of dirt from the
excavation. The Applicant is requested to provide details about those items in the CMP in
order to expedite the Board's consideration of the CMP when it is submitted for approval.
C. Any material deviations from the work described in the Application shall be
submitted to the Board and require its further approval.
On June 17, 2014, the Board of Trustees, without Brooke Peterson (recused), reviewed
the CMP submitted by the Applicant and approved the CMP, subject to the following
modifications and additional conditions:
1. Hours of Construction (CMP § 4): 7am to Spm. Monday -Friday. No construction
activity shall take place on Saturdays, Sundays or holidays.
2. Traffic Control (CMP § 9 and CMP § 12b): All vehicles doing construction work
shall respect the 15 MPH speed limit on Aspen Valley Downs Road.
3. Fugitive Dust Control (CMP § 12 and Figure 2, Fugitive Dust Control Plan). In
addition to the CMP provisions, mounds of excavated dirt that are receiving
additional excavated dirt shall be watered during the day as often as necessary to
prevent dust/dirt from blowing onto neighboring property and shall be covered
overnight. Areas of mounds of excavated dirt that are not receiving additional dirt
shall be covered at all times. Watering of areas disturbed by excavation shall also be
undertaken as often as necessary to prevent dust/dirt from blowing onto
neighboring property. The foregoing are minimum standards and in any event,
watering shall be done promptly after a request by neighbor(s) impacted by dirt
from construction activities blowing onto their property.
Marcy Edelstein, Secretary of AVD.
Describe the development activity:
Place debric flow mitigation, two bridges, utilities and revegetation
Total area of land in project: 735 Acres
Date earthmoving will commence: 3/15/04 Stop: 12/31/07
Total area subject to earthmoving: 3.5 Acres
Total disturbed area at any one time: 10 Acres
Area to be paved (roads, parking 0 Acres
lots):
Date paving will be completed:
Estimated time to complete entire project (includes 24 to 30 months
buildings)
List any known or suspected contaminates in the soil:
Check the dust control measures which you propose to implement:
I. Control of Unpaved Roads on Site
_ Watering
El Frequent (Watering frequency of 2 or more times per day)
p As needed
❑ Application of Chemical Stabilizer
p Vehicle Speed Control
Speeds limited to 5 MPH maximum. Speed limit signs must be posted.
(Generally 30 mph is maximum approvable speed on site.)
Gravelling
II. Control of Disturbed Surface Areas on Site
❑ Watering
❑ Frequent (Watering frequency of 2 or more times per day)
M As needed
❑ Application of Chemical Stabilizer
❑ Covering Large Mounds of Soil Exposed for >24 Hrs
71 Vehicle Speed Control
Speeds limited to 5 MPH maximum. Speed limit signs must be posted.
p Revegetation
El Seeding with mulch
❑ Seeding without mulch
❑ Furrows at right angle to prevailing wind
Depth of Inches (must be greater than 6")
furrows
9-19-06
PITKIN COUNTY FUGITIVE DUST CONTROL PLAN
Property
Owner(s):
AVR AH LLC
Property Address:
20, 40, 50 & 60 Aspen Valley Ranch Lane Zip Code: 81656
Woody Creek, CO 81656
Parcel ID:
264305300801
Phone Number: 927-4645
Contact Person:
Tom Newland
Fax Number: 927-0196
Email Address:
tom@npri.co
Describe the development activity:
Place debric flow mitigation, two bridges, utilities and revegetation
Total area of land in project: 735 Acres
Date earthmoving will commence: 3/15/04 Stop: 12/31/07
Total area subject to earthmoving: 3.5 Acres
Total disturbed area at any one time: 10 Acres
Area to be paved (roads, parking 0 Acres
lots):
Date paving will be completed:
Estimated time to complete entire project (includes 24 to 30 months
buildings)
List any known or suspected contaminates in the soil:
Check the dust control measures which you propose to implement:
I. Control of Unpaved Roads on Site
_ Watering
El Frequent (Watering frequency of 2 or more times per day)
p As needed
❑ Application of Chemical Stabilizer
p Vehicle Speed Control
Speeds limited to 5 MPH maximum. Speed limit signs must be posted.
(Generally 30 mph is maximum approvable speed on site.)
Gravelling
II. Control of Disturbed Surface Areas on Site
❑ Watering
❑ Frequent (Watering frequency of 2 or more times per day)
M As needed
❑ Application of Chemical Stabilizer
❑ Covering Large Mounds of Soil Exposed for >24 Hrs
71 Vehicle Speed Control
Speeds limited to 5 MPH maximum. Speed limit signs must be posted.
p Revegetation
El Seeding with mulch
❑ Seeding without mulch
❑ Furrows at right angle to prevailing wind
Depth of Inches (must be greater than 6")
furrows
9-19-06
❑ Compaction Of Disturbed Soil On A Daily Basis To Within 90 % Of Maximum Compaction
(As determined by a Proctor Test).
❑ Foundation areas only
❑ All disturbed soil.
❑ Wind Breaks
Type: (E.g., snow fence, silt fence)
M Synthetic Or Natural Cover For Steep Slopes.
Type: netting, blankets (E.g., netting, mulching)
Prevention Of Mud And Dirt Carried Out Onto Paved Surfaces.
0 Prevention
p Gravel Entry Ways
❑ Washing Vehicle Wheels
❑ Other:
p Cleanup of Paved Areas Frequency: as
❑ Street Sweeper
❑ Hose With Water
❑ Other:
List Any Other Control Methods:
Times Per Day
Signature of Person Responsible for Implementing Plan: Date
Tom Newland for Jon Evans
(please
Submit this form to: Pitkin County Environmental Health & Natural Resources
0405 Castle Creek Rd., Suite 10
Aspen, CO 81611
Phone: 970.920.5070
Fax: 970.920.5077
www.aspenr)itkin.com/ehnr
FOR COUNTY USE ONLY:
Approved Denied
By:
9-19-06 2
Manager
Date: 120
AFFIDAVIT FOR COST OF CONSTRUCTION
To the Chief Building Official,
O
00122015NV)�
00012015ML
The total estimated cost of the construction, including all related construction costs* of the building
located at 1�Pt+YL �' ( "r VbOU
constructed, reconstructed, altered, repaired or
extended underbuilding permit no. oWtO•Zo�y• 1�p.
ounts to $
min M r c U�CiZSLv+/ , being the person referred to as the owner, or designated owner's
representative, identified below, do solemnly swear that the statements made herein are strictly true,
correct and made In good faith.
*Related construction costs include all work done with or concurrently with the work contemplated by
the Building Permit including construction, reconstruction, repairs, demolition, heating, air conditioning,
misc. site improvements, etc. Furnishings and portable equipment are not part of the total construction
costs.
Proposed Cost Estimate:
�IGIz
Accepted Cost Estimate
Final Project Cost:
Signature and address of Owner or Owner's Representative
Additional Fee Required:
To AMEND FEE UNDER PERMIT#:
Signature and address of owner or Owner's Representative
Pitkin County
FEB 13 2915
Communit Cl ra;opment
Tm On or Asrrh SPECIAL INSPECTION AND TESTING AGREEMENT
To permit applicants of project requiring special inspection and\or testing per Section 1704 of the
International Building Code (IBC).
Project Address: Homestead 9 Bridge
Number;
BEFORE A PERMIT CAN BE ISSUED: The owner, or the engineer or architect of record, acting as the
owner's agent, shall complete two copies of this agreement and the attached Special -inspection and Testing
Schedule, including the required acknowledgments. A pre-constmction conference with the parties
involved may be required to review the special -inspection requirements and procedures.
APPROVAL OF SPECIAL INSPECTORS: Special inspectors may have no financial interest in the
projects for which they provide special inspections. Special inspectors shall be approved by the building
department prior to performing any duties. Special inspectors shall submit their qualifications and are
subject to personal interviews for pre -qualification. Special inspectors shall display approved
identification, as stipulated by the building official, when performing the function of special inspector.
Special inspection and testing shall meet the minimum requirements of the International Building Code
Section 1704. The following conditions are also applicable:
A. Duties and Responsibilities of the Special Inspector
1. Signify presence at job site. Special inspectors should notify contractor personnel of
their presence and responsibilities at the job site. If required by the building official, they
shall sign in on the appropriate form posted with the building permit.
2. Observe assigned work. The special inspector shall observe assigned work for
conformance with the building department approved (stamped) design drawings,
specifications, and applicable workmanship provisions of the International Building
Code. Architect\engineer-reviewed shop drawings may be used only as an aid to
inspection.
For continuous special -inspection, the special inspector shall be on site at all times
observing the work requiring special inspection. Periodic inspections, if any, must have
prior approval based on a separate written plan reviewed and approved by the building
department and the engineer or architect of record,
3. Report nonconforming items. The special inspector shall bring nonconforming items to
the immediate attention of the contractor and note all such items in the daily report. If
any item is not resolved in a timely manner or is about to be incorporated in the work, the
special inspector shall immediately notify the building department by telephone or in
person, notify the engineer or architect, and post a discrepancy notice.
4. Provide timely reports. The special inspector shall complete written inspection reports
for each inspection visit and provide the reports on a timely basis determined by the
building official. The special inspector or inspection agency shall furnish these reports
directly to the building official, engineer or architect of record, and others as designated.
[IBC Sec. 1704.1 .2] These reports should be organized on a daily format and may be
submitted weekly at the option of the building official. These reports should include:
a. Description of daily inspections and tests made with applicable locations,
b. Listing of nonconforming items,
c. Report on how nonconforming items were resolved or unresolved as
applicable,
d. Itemized changes authorized by the architect, engineer, and building official if
not included in nonconforming items.
5. Provide Final Inspection Report. The special inspector shall submit a written final
report documenting required special inspections and correction of any discrepancies
noted in the inspections prior to the final building inspection.
B. Owner Responsibilities. The project owner, the engineer or architect or record, or an agent of the
owner is responsible for employing special -inspection services. The special inspector\agency shall
not be in the employ of the contractor, subcontractor or material supplier. [IBC Sec 1704.1] In
case of an owner\contractor, the special inspector\agency shall be employed as specified by the
building official.
C. Engineer or Architect of Record Responsibilities
1. Prepare special inspection program. The engineer or architect of record shall list the
items for which special inspection is required; and shall indicate any items for which the
IBC or the building official approves periodic inspection and the frequency of such
inspections.
2. Respond to field discrepancies. The engineer or architect of record shall respond to
uncorrected field discrepancies in design, material, or workmanship observed by the
special inspector.
3. Review shop drawings and submit design changes. The engineer or architect of record
shall acknowledge and review for conformance with the construction drawings those
shop drawings that may detail structural information, shall submit to the building official
and to the special -inspection agency written documentation of any verbally authorized
deviations from the approved construction documents, and shall submit revised
documents for building official approval as required.
D. Contractor Responsibilities
1. Notify the special inspector. The contractor is responsible for notifying the special
inspector or agency regarding individual inspections for items listed on the attached
schedule and as noted on the building department approved plans. Adequate notice shall
be provided so the special inspector has time to become familiar with the project.
2. Provide access to approved plans. The contractor is responsible for providing the
special inspector access to approved plans.
3. Retain special inspection records. Upon request, the contractor is also responsible for
retaining, at the job site, all special inspection records completed by the special inspector.
E. Inspection of Fabricators
1. Fabrication of structural assemblies and members. Where fabrication of structural
load-bearing members and assemblies is being performed on the premises of a
fabricator's shop, IBC Section 1704.2 shall require special inspection of the fabricated
items.
2. Fabrication and implementation procedures. The special inspector shall verify that
the fabricator maintains detailed fabrication and quality control procedures that provide a
basis for inspection control of the workmanship and the fabricator's ability to conform to
approved construction documents and reference standards. The special inspector shall
review the procedures for completeness and adequacy relative to code requirements for
fabricator's scope of work.
F. Approved Fabricator Responsibilities
1. Fabrication exempt inspections. Special inspections are not required where work is
done on the premise of a fabricator registered and approved to perform such work
without special inspection.
��CIIsL IN`-�'PEGTIFiN, ?�R�M�4T �•�
2. Approval of fabricator. Approval shell be based upon review of the fabricator's written
procedural and quality control manuals and periodic auditing of fabrication practices by
on approved special inspection agency.
3. Completion of hbrlalion. Upon completion of fabrication, the approved fabricator
shall submit certifiate of compliance to the building official stating that the work was
performed in accordance with the approved concoction documents.
C. Building Department Responsibilities
I. Approve special -Inspection program. The building department shall approve all
special inspectors and special -inspection requirements.
2. Enforce special inspection. Work requiring special inspection and the building
Inspector shall monitor the performance ofspecial inspectors. HisWer approval, in
addition to that of the special inspector, must be obtained prior to placement of concrete,
covering of sbocturai steel, or other similar materials.
3. Review inspection reports. The building official should review special -inspection
progress and final reports.
4. Perform final inspection. The building official should perform the final inspection and
approval for a project (IBC Sec. 109.3. 1] after the final special -inspection report has been
reviewed and approved.
Project Address: Homestead 9 Bridge Permit Number:
Special Inspection Agency:
West Slope Teagng
AVR AH LLC
ACKNOWLEDGMENTS
1 have read and agree to comply with the conditions of this agreement.
Printed Name:
-09 'oihnA
Printed Name n �7
Dale:
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Date
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Engineer/ Architect:
V Sigitatu :
Printed Name:
Date:
Sam
tet/'
iltzAaki/o✓ e o6-
Contractor.
Signature:
Printed Name:
Date:
Kaeprsbein Fine Homebuilding
As L - /
Approved Fabricator.
Signature:
Printed Name:
i
Date:
TBD
Inspected Fabricator.
Signature:
Printed Name:
Date:
TBD
(circle one)
Signature:
Printed Name:
Date:
CITY OF ASPEN
PITKIN COUNTY:
PLANS
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A� n # Revision Date By Job No.
Permit Submittal 12/17/14 AE Drawn by:
verall Site Layout Grading
Aspen Valley Ranch - Homestead 9 Date:
GM 1 1 8 West Sixth Street, Suite 200 & Drainage Plan QC: RM Glenwood Springs, CO 81601 Pitkin County, Co.
File:
970.945.1004 www.sgm-inc.com
5
Graphic Scale
0 10 20 40
1 0 1
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf In Feet: 1 20'
0,
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F- FB I
2007-333.005
AE
12/17/14
PE: AR
Of
8
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I
EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN
ACCORDANCE WITH CDOT M-206-1 FOR CAST—IN—PLACE RETAINING WALLS.
THE FINAL FINISH FOR THE CONCRETE SURFACES WHICH WILL NOT BE EXPOSED TO VIEW SHALL BE
CDOT CLASS 1 (ORDINARY SURFACE FINISH) TO 1 FOOT BELOW THE GROUND LINE.
THE FINAL FINISH FOR THE CONCRETE SURFACES WHICH WILL BE EXPOSED TO VIEW AND WHICH WILL
NOT RECEIVE A COLORED STRUCTURAL CONCRETE COATING SHALL BE CDOT CLASS 2 (RUBBED FINISH)
TO ONE FOOT BELOW THE GROUND LINE.
CONCRETE SURFACES WHICH WILL RECEIVE A STONE VENEER SHALL BE PREPARED PRIOR TO COATING
IN ACCORDANCE WITH CDOT STANDARD SPECIFICATION 601.
BEARING PLATES/PADS PER DETAILS
GRADE 60 REINFORCING STEEL IS REQUIRED. ALL REINFORCEMENT STEEL SHALL BE BLACK
ALL GLULAM MEMBERS TO BE 24F—V4 DF/DF
ALL
ROUGH SAWN TIMBER
RAILING TO
BE
DOUG FIR #1 OR BETTER
ALL
EXPOSED FASTENING
HARDWARE
TO
BE GALVANIZED
STRUCTURAL FASTENERS TO BE ASTM A325, TYPE 3
THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR BLACK REINFORCING
BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL
BE INCREASED BY 25% FOR BARS SPACED AT LESS THAN 6" ON CENTER.
BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11
SPLICE LENGTH FOR
CLASS D CONCRETE 1 ,-1 " 1'-4" 1'-7" V-11" 2'-6" 3'-1" 3'-11" 4'-10"
THE ABOVE SPLICE LENGTHS SHALL BE INCREASED BY 20 PERCENT FOR 3 BAR BUNDLES
AND 33 PERCENT FOR 4 BAR BUNDLES.
THE ABOVE SPLICE LENGTHS MAY BE REDUCED BY 20% WHEN 3" OF CLEAR COVER
EXISTS AND BAR SPACING IS 6" OR GREATER ON CENTER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING
CONSTRUCTION.
E. F.
= EACH FACE
P.G.L. =
PROFILE GRADE LINE
F. F.
= FAR FACE
H.C.L. =
HORIZONTAL CONTROL LINE
N. F.
= NEAR FACE
B. F. =
BACK FACE
STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED
FROM A RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT
DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL.
THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF
UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE
CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND
LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT
1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR
TO ANY EXCAVATION OR OTHER EARTHWORK.
CONTRACTOR TO REFER TO CTL THOMPSON GEOTECH REPORT NO. GS05878-125, DATED SEPTEMBER
10, 2014 FOR ALL GEOTECHNICAL RECOMMENDATIONS. BACKFILL MATERIAL, COMPACTION
REQUIREMENTS, SURFACE PREPARATION, AND GEOTECHNICAL DESIGN VALUES SHALL BE IN ACCORDANCE
WITH GEOTECHNICAL REPORT UNLESS OTHERWISE NOTED.
ALL EXTERIOR CONCRETE CORNERS SHALL BE CONSTRUCTED WITH 3/4" CHAMFERS UNLESS OTHERWISE
NOTED
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD
SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, COLORADO DEPARTMENT OF TRANSPORTATION
(CDOT), APPLICABLE TO THIS PROJECT.
� 90m m by, e
AASHTO BRIDGE DESIGN SPECIFICATIONS. SPECIFIC MATERIAL VALUES AND EXAMPLES TAKEN
FROM US DEPARTMENT OF AGRICULTURE, FOREST SERVICE, ENGINEERING STAFF TIMBER
BRIDGE: D1= SIGN, CONSTRUCTION, INSPECTION, AND MAINTENANCE. AUGUST 1992.
DESIGN METHOD: ALLOWABLE STRESS DESIGN
LIVE LOAD: H S20— 44
DEAD LOAD: SELF WEIGHT OF 2x12 WEARING SURFACE
SELF WEIGHT OF 5 1 /8"x30" GLULAM DECK
SELF WEIGHT OF ALL STEEL MEMBERS
REINFORCED CONCRETE:
CDOT CLASS D CONCRETE: f'c = 4,500 psi
REINFORCING STEEL: fy = 60,000 psi
ROUGH SAWN TIMBER SHALL BE DOUG FIR #1 OR BETTER
BACKFILL ON ABUTMENTS AND WING WALLS SHALL BE ONSITE SOILS MODIFIED PER
GEOTECHNICAL RECOMMENDATIONS PRIOR TO PLACEMENT.
BRIDGE DESCRIPTION MICROPILE DOTES
1—SIMPLE SPAN (50'-0" PIN TO PIN) ARCH BRIDGE. 1. REFER TO SOILS REPORT PREPARED BY CTL THOMPSON, PROJECT NO.
2—APPROACH SPANS W/ TRESTLE PIER GS05631-125, DATED AUGUST 9, 2012 FOR ADDITIONAL INFORMATION
STEEL ARCHES, STEE FLOORB BEAM, STEEL GIRDERS, Wf REGARDING SUBSURFACE CONDITIONS.
GLULAM DECK AND 2X ROUGH SAWN WEARING SURFACE. 2. CASED PORTION ON ALL MICROPILES = 10.00 FEET
CASING EMBEDMENT INTO FOUNDATIONS VARIES. RE: DETAILS
PRIVATE BRIDGE ON ASPEN VALLEY RANCH UNCASED PORTION VARIES FOR EA STRUCTURE. REFER TO PLANS FOR
16'-0" ROADWAY CURB—TO—CURB UNCASED LENGTHS.
3. REFER TO PROJECT SPECIAL PROVISIONS SECTION 503 FOR MICROPILE
0°00'00" SKEW THRU ARCH SPAN BRIDGE. HORIZONTAL MATERIAL SPECIFICATIONS, INSTALLATION GUIDELINES, PLACEMENT
CURVE OVER TRESTLE SPANS TOLERANCES, AND TESTING REQUIREMENTS.
Aspen Valley Ranch
Pitkin County, Colorado
3�(IF BLANK, REFERENCE IS TO SAME SHEET)
BXX
X
SECTION OR DETAIL IDENTIFICATION
INDEX OF DRAWINGS
DWG. NO. DESCRIPTION
B1
GENERAL INFORMATION
B2
LOWER
BRIDGE
GENERAL LAYOUT
B3
LOWER
BRIDGE
CONSTRUCTION LAYOUT
B4
LOWER
BRIDGE
FOUNDATION LAYOUT
B5
LOWER
BRIDGE
DECK LAYOUT
B6
UPPER
BRIDGE
GENERAL LAYOUT
B7
UPPER
BRIDGE
CONSTRUCTION LAYOUT
B8
UPPER
BRIDGE
FOUNDATION LAYOUT
B9
UPPER
BRIDGE
DECK LAYOUT
B10
RAILING
DETAIL
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(or 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
www.uncc.org
a
Job No. 2007-333.005
Of
Drawn by: 11P
Date: 1211512014
QC: Mf,�F PE: NMT
File: AVRbridge-HS9Genlnfo
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FINISHED GRADE
AT FACE OF
ABUTMENT
#5 U—BARS.
SPACED BETWEEN M
1 U—BAR SET BEYOND
EXTERIOR MICROPILES (TYP.)
BEARING DETAILS OF ABUTMENT
PLAN ABUTMENT 1
RE* - 'LS FOR
L
IGHTI
I
N F0 ION
ANGLE BEARING STONE VENEER
AT INSIDE AND EXTERIOR
FACES OF ABUTMENT. VENEER
TO EXTEND 6" BELOW FINISHED
GRADE
El. 7388.00
II
FINISHED GRADE
AT FACE OF
ABUTMENT
ELEVATION ABUTMENT 2
(LOOKING AHEAD STATION)
DETAIL "A"
ABUTMENT
CONSTRUCTION JOINT
00122011
V-2"
. . . . . .
- - - - - a..- - - - - - -
-
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LAMINATED
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ELASTOMERIC
BEARING PAD
+ - 7---(3)
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#8 AT TOP OF
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ON
ABUTMENT (TYP.)
BAR EMBEDDED 3'—Opp INTO
2' —2"
ABUTMENT
Qo o
#6 CONT @ 12" O.C.
5
VERTICALLY SPACED
RE: ELEVATION
FOR SPACING
RE: LS
FOR
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INFO A(O N
i4f) li�XISPAM
ANGLE BEARING STONE VENEER
AT INSIDE AND EXTERIOR
FACES OF ABUTMENT. VENEER
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GRADE
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STAINLESS STEEL
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)MERIC PAD
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East West East
6+00
-L
ELEVATION.
6+50
_1_._
6+50
1
Aspen Valley Ranch
Pitkin Counly, Colorado
Ea stWest
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ELEVATION
Job Na.
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5
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LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963-6520
REUSE OF DOCUMEP4T
This document is the properfy
ofDFI'M Design Corp, The ideas and
design incorporated on this
document is an Instrument of
prole.mdanal service and sholi reot be
used for any other project without
w0w wtharkatkn of DHM Dwign Co ,%
PROJECT NO: 13196.00
ISSUE: PERMIT APPLICATION
DATE: 12.17.2014
DWG FILE:
2014.11.03-AVR-H9-BASE.dwg
of 10' 40' 801
Scale: 1" = 40'
SHEET TITLE:
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ISSUE: PERMIT APPLICATION
DATE: 12.17.2014
DWG FILE:
2014.11.03-AVR-H9-BASE.dwg
of 10' 40' 801
Scale: 1" = 40'
SHEET TITLE:
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LL DISTURBED AREAS TO BE SEEDED WITH EITHER IRRIGATED
PASTURE MIX OR UPLAND SEED MIX AS DESIGNATED IN THE PLANS.
2. ALL PLANT MATERIAL SHALL BE HEALTHY, SOUND AND FREE OF
DISEASE. ALL PLANT MATERIAL TO BE APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
3. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, AND IRRIGATION,
LIMITS OF DISTURBANCE PER CIVIL GRADING AND INFRASTRUCTURE
PLANS
4. IMMEDIATELY FOLLOWING SEEDING OPERATIONS OF SPECIFIC ZONES,
THE AREAS SHALL BE PROTECTED FROM TRAFFIC OR OTHER ACTIVITIES -
EXCEPT WEED CONTROL.
5. NOXIOUS VEGETATION SHALL BE CONTROLLED BY THE CONTRACTOR
THROUGHOUT THE SEEDING ZONES AS WELL AS THE ENTIRE PROJECT
SITE UNTIL FINAL ACCEPTANCE OR THROUGH THE MAINTENANCE PERIOD,
WHICH EVER IS LONGER.
PROTECTION FENCING NOTES:
1. PROTECTION FENCING: PROTECT ALL EXISTING VEGETATION TO
'r6NEMAIN. PROVIDE CONSTRUCTION FENCING AROUND THE DRIP LINE OF
EACH TREE OR GROUP OF TREES TO REMAIN. NOTE: NO TREES EXIST ON
THE PARCEL.
2. DEER / ELK PROTECTION FENCING TO BE PROVIDED FOR ALL TREES
AND SHRUBS LISTED IN THE PLANS.
%
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40' 40P
N,
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40'
41P
40'
40'
W-Waffel
PROPERTY LINE
EXISTING ROADS
HOUSE
EXISTING TREES
ACTIVITY ENVELOPE
ASPHALT ENTRY DRIVE
om WSW
'z
LIMITS OF DISTURBANCE
o PROPOSED TREES
ACTIVITY / DEVELOPMENT
- — — --- — — - CONCRETE DRIVEWAY
ENVELOPE
PROPOSED WALL
EXISTING CONTOURS
PAVED PATIOS NOTE: REFER TO SHEET 1-1.0 FOR OVERALL PLANTING
PROPOSED CONTOURS
SHRUB AND PERENNIAL
MASSING
A
UPLAND SEED MIX
-Ij I
oil
LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963.6520
REUSE OF DOCUMENT
This document is the pnoperty
of " Design Corp. the ideas and
design incorporo ted or? this
document is an Instrument of
professional service and shall not be
used for any other prqj�wt without
wittm authorlzatkn of ffik Design Corp,
PLANT LIST
......... ..
'TREES
Botanic Name Common Name
Size
Betula nigra Rher81rch
6'Clump,15 Gal.
Popal us angustifolia Narrowleaf Cottonwood.
16:Gaf,
Potpulus angustifolia Narrowleaf Cottonwood
4" and 6" S
Phus eduRs Pinyon Pine
5 B&B
joni[Lerus scopubrum RockV - Mountain.Juniper
4"B&B
-tercocarpus montanus Mountain Mahogany
4" B&B
Quercus garn'beffi Gamble Oak
Gal.
.. ............ ........ . ....... . ......
,SHRUBS
B,otan,ic: e Common Name
Size,
Arternestat tridentata Tall Western Sage
1 Gat.
Arternesia t(identata. Tall Western Sage
5 Gal.
Gerootarpus montanus Mountain Mahogany
5 Gal.
Chrysothamnut naoseosus Rabbitb(Ush
5 Gat.
Salm drurnmondiana Drummond Willow
5 Gat.
Salix geyertana, Geyer Willow
5 Gal,
Sallix, lasiandra W hiplash Willow
5 Gat.
Salix monficola Rocky Mountaln, Wiff-Ilow
5 Gal.
Cornus.stoionrtra 'Baileyi' Barley Redtwig Dogwood.
5 Gale
Alma tenuHblia Thinteaf.A.1ider
5' 1S Gal.
,Rosa woods -it. Woods Rose
...... . .... .......... ------
-4 —Rf `PM -ITU IX
*
,,Botanic Name Common Name
mix %
Pascopyrum smithii ArribaWestern Wheatgrass
30.7%
Bromus blebersteinii 'Paddock' Paddock Meadow8rorne
29.86/6
Phleum pratense Climax Timothy
212%
Dact)ft glomerata Paiute Orchardgrass
110.7%
Rate 30 lbs PLS per acre irrigated
rc
t , I e common ame
6t 1,C T0111
mix %
Fet�tca idahO817SiS Idaho Fescue
T5-0-101
Achantherum hyrnenoides lodian Rice Grass
259%
Carex eyen Elk Sedge
25%
Stipa Idlickda Green Needlegrass
25%
'ato: 20-22 IbsPLS: per acre temporarily
R
GENERAL PLANTING NOTES:
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LL DISTURBED AREAS TO BE SEEDED WITH EITHER IRRIGATED
PASTURE MIX OR UPLAND SEED MIX AS DESIGNATED IN THE PLANS.
2. ALL PLANT MATERIAL SHALL BE HEALTHY, SOUND AND FREE OF
DISEASE. ALL PLANT MATERIAL TO BE APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
3. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, AND IRRIGATION,
LIMITS OF DISTURBANCE PER CIVIL GRADING AND INFRASTRUCTURE
PLANS
4. IMMEDIATELY FOLLOWING SEEDING OPERATIONS OF SPECIFIC ZONES,
THE AREAS SHALL BE PROTECTED FROM TRAFFIC OR OTHER ACTIVITIES -
EXCEPT WEED CONTROL.
5. NOXIOUS VEGETATION SHALL BE CONTROLLED BY THE CONTRACTOR
THROUGHOUT THE SEEDING ZONES AS WELL AS THE ENTIRE PROJECT
SITE UNTIL FINAL ACCEPTANCE OR THROUGH THE MAINTENANCE PERIOD,
WHICH EVER IS LONGER.
PROTECTION FENCING NOTES:
1. PROTECTION FENCING: PROTECT ALL EXISTING VEGETATION TO
'r6NEMAIN. PROVIDE CONSTRUCTION FENCING AROUND THE DRIP LINE OF
EACH TREE OR GROUP OF TREES TO REMAIN. NOTE: NO TREES EXIST ON
THE PARCEL.
2. DEER / ELK PROTECTION FENCING TO BE PROVIDED FOR ALL TREES
AND SHRUBS LISTED IN THE PLANS.
%
STONE VE QEER 1
Iq 1T
F W1 I
A
0Oa.
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0
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0
40'
40'
40' 40P
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41P 41P
40'
40'
44, 40'
40'
41P
40'
40'
W-Waffel
PROPERTY LINE
EXISTING ROADS
HOUSE
EXISTING TREES
ACTIVITY ENVELOPE
ASPHALT ENTRY DRIVE
om WSW
'z
LIMITS OF DISTURBANCE
o PROPOSED TREES
ACTIVITY / DEVELOPMENT
- — — --- — — - CONCRETE DRIVEWAY
ENVELOPE
PROPOSED WALL
EXISTING CONTOURS
PAVED PATIOS NOTE: REFER TO SHEET 1-1.0 FOR OVERALL PLANTING
PROPOSED CONTOURS
SHRUB AND PERENNIAL
MASSING
A
UPLAND SEED MIX
-Ij I
oil
LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963.6520
REUSE OF DOCUMENT
This document is the pnoperty
of " Design Corp. the ideas and
design incorporo ted or? this
document is an Instrument of
professional service and shall not be
used for any other prqj�wt without
wittm authorlzatkn of ffik Design Corp,
Nuff =*1 I
ISSUE: PERMIT APPLICATION
DATE: 12.17.2014
DWG FILE:
2014.11.03,AVR-H9-BASEhA,g
VPof 10, 20' 401
Scale: I" = 20'
SHEET TITLE:
SITE REVS GETATION
PLAN / PLANT LIST
AND NOTES
SHEET NUMBER:
■
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ISSUE: PERMIT APPLICATION
DATE: 12.17.2014
DWG FILE:
2014.11.03,AVR-H9-BASEhA,g
VPof 10, 20' 401
Scale: I" = 20'
SHEET TITLE:
SITE REVS GETATION
PLAN / PLANT LIST
AND NOTES
SHEET NUMBER:
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TOTAL CALIPER REMOVED
—0
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;FOR MITIGATION
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1. SEE SMEETFOR GENERAL PLANTING AND TREE
PROTECTION / FENCING NOTES
2. ENTIRE PARCEL NOT SHOWN. NO TREES OF MITIGATION
VALUE ARE TO BE REMOVED ON THIS PARCEL EXCEPT AS
NOTED ON THIS SHEET.
� REMAINING TREE MITIGATION NOT SHOWN ON THIS PLAN T*
BE ACCOUNTED FOR BY PERIMETER LANDSCAPING UNDER
PREVIOUSLY APPROVED SUBMITTAL.
TREE #9
TREE #8
TR EIE #7
TREE #6
TREE,,#5
TREE #4
TREE/#2
v
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40014,"Lb
EXISTING TREES
TO REMAIN
aoEXISTING TREES
A
TO BE REMOVED AT FULL
MITIGATION VALUE
EXISTING TREES
TO BE REMOVED
WITH NO MITIGATION VALUE
PROPERTY LINE a EXISTING ROADS
APPROVED HOUSE
ACTIVITY ENVELOPE
ACTIVITY DEVELOPMENT ASPHALT ENTRY DRIVE
ENVELOPE
EXISTING CONTOURS
CONCRETE DRIVEWAY
PROPOSED CONTOURS
TREE #27
REE,#28`'
LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963.6520
USE OF DOCUM"IN T
This document is the property
of DHAI Des "q Cotp. The ideas and
design incorporated on this
document is an Instrument of
prat essional swWce and shall not be
used for any other project without
ovitten auffic&o6w of DHM Deso Cap.
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LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963.6520
USE OF DOCUM"IN T
This document is the property
of DHAI Des "q Cotp. The ideas and
design incorporated on this
document is an Instrument of
prat essional swWce and shall not be
used for any other project without
ovitten auffic&o6w of DHM Deso Cap.
ISSUE: PERMIT APPLICATION
DATE: 12.17.2014
DWG FILE:
2014,11.03-AVR-H9-BASEAwg
01 10' 20' 40,
Scale: 1" = 20'
SHEET TITLE:
TREE REMOVAL
AND MITIGATION
PLAN
SHEET NUMBER? - -
L 1
FEB
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ISSUE: PERMIT APPLICATION
DATE: 12.17.2014
DWG FILE:
2014,11.03-AVR-H9-BASEAwg
01 10' 20' 40,
Scale: 1" = 20'
SHEET TITLE:
TREE REMOVAL
AND MITIGATION
PLAN
SHEET NUMBER? - -
L 1
FEB