HomeMy WebLinkAboutPRJ08-0288 B09-0097NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
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7DWNOFVAII, '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
NEW (SFR,P/S,DUP) PERMIT Permit #: B09-0097
Job Address: 4918 MEADOW DR VAIL
Location......:
Parcel No....: 210113104017
$lG(iDRnl Su8D1J�51o�J �}pp�T1oJ S� i3��K 5� �-oY (g
OWNER LUPINE LLC 05/05/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT HOLM CONSTRUCTION INC. 05/05/2009 Phone: 970-390-1315
P. O. BOX 5356
VAIL
CO 81658
License: 122-A
CONTRACTOR HOLM CONSTRUCTION INC. 05/05/2009
P. O. BOX 5356
VAIL
CO 81658
License: 122-A
Description:
NEW TWO-FAMILY DWELLING
Occupancy Type
Totals...
Number of Dwelling Units:
Occupancy: IRC
Type Construction: IRC
Phone: 970-390-1315
Factor Sq Feet Valuation
9,053 $2,241,800.00'
Project #:
Town of Vail Adjusted Valuation
Total Sq Ft Added
Status . . :
Applied . . :
Issued . ..
Expires . ..:
PRJ08-0288
ISSUED
05/05/2009
06/23/2009
12/20/2009
$2,241,800.00
9053
....,,.,.< .............................,,...,...,..,,.......,,.,,,�,�..,....�„�....,,, FEE SUMMARY ....,.,_.................<x.,,�x...,....,.,.................«.........<.x.......,
Building Permit Fee------> $10,142.05 Will Call---------------------------> $4.00 Total Calculated Fees-------------> $62,732.33
Plan Check--------------------> $6,592.33 Use Tax Fee---------------------> $44,636.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES--------------> $62,732.33
investigation-----------------> $0.00 Recreation Fee----------------> $1,357.95
Payments-------------------------------> $62,732.33
Total Calculated Fees------> $62,732.33 BALANCE DUE------------------------> $0.00
.............�....,...............xx.xx�..,,,,...�...............�......................�....�....�....,.........................,..�........�».......,................»>...,,...,.,,
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4:00 PM. —, f ,,
,,. ..: - . ,
; �.,., ,-
'�,.� C.�,-.;,,,__._.__-._ �,�' � Z,��%�
�5ignature of Owner or Contraatof Date �
c C_ �-!� � ' ` ' %c.�'
�%f,
Print Name
new_co n stru ct i o n_pe rm it_041908
**************************************************************************************+*****
TOWN OF VAIL, COLORADO Statement
**+**+****++*+*********+******+***+*************************+**++*********************++****
Statement Number: R090000733 Amount: $2,352.42 06/23/200912:36 PM
Payment Method: Check Init: SAB
Notation: 1001-LUPINE
LLC
-----------------------------------------------------------------------------
Permit No: B09-0097 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location:
Total Fees: $62,732.33
This Payment: $2,352.42 Total ALL Pmts: $62,732.33
Balance: $0.00
***************+*************************+**************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
UT 11000003106000 USE TAX 4� 2,348.42
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
**********************************************�*********************************************
TOWN OF VAIL, COLORADO Statement
**************************+************************************************************+*+**
Statement Number: R090001597 Amount: $110.00 11/04/200912:57 PM
Payment Method: Check Init: SAB
Notation: 4067-HOLM
CONSTRUCTION
-----------------------------------------------------------------------------
Permit No: B09-0097 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location:
Total Fees: $62,842.33
This Payment: $110.00 Total ALL Pmts: $62,842.33
Balance: $0.00
******************************************************************************************�*
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 825.63
PF 00100003112300 PLAN CHECK FEES -715.63
**************************************�*****************************************+***********
TOWN OF VAIL, COLORADO Statement
******************************************************+*************************************
Statement Number: R090000732 Amount: $52,961.9506/23/200912:35 PM
Payment Method: Check Init: SAB
Notation: 09242-ARRIGONI
WOODS
-----------------------------------------------------------------------------
Permit No: B09-0097 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location:
Total Fees: $62,732.33
This Payment: $52,961.95 Total ALL Pmts: $60,379.91
Balance: $2,352.42
**************************+**************************�**************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 9,316.42
RF 11100003112700 RECREATION FEES 1,357.95
UT 11000003106000 USE TAX 4°s 42,287.58
/
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gUILDING PERMI�
Separate permits are required for
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p�PPLICATIQN
plumbing, mechanical, fireplace, etc.
Office Use: ��j
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Project#: O ���
DRB #: �-` �
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E3uiiding I'ermit #:
Detailed Description of Work: ��__ �.�-�`--
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Contact Ph: q7�'476 '���� Cell: a�0 " �(use additional sheet'rf necessary)
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' Town of Vail Contractor Registration No.:
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� Property Information �
�' Parcel #: �i�d � � �� O ' � --------r
`(For parcel #, contact Eagle Cou�ty Assessors Office at 970-328-8640 or '
visit www.eaglecouty.us/patie) I
j Lot #: _� Block #� Subdivision: t7(Ct l�b'P� �YR�`� �
Tenant Name:
Owner Name:
Valuations (Labor & Material)) ��s� o�"r �
�. Building: $ ���'z`'�
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s Plumbing: $ �0 ` � ° � _
` Electrical: $ lo�Q . U D C�
� Mechanical: $ / Q � � �� U
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i Total: � •
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Work Class:
New (� Addition ( ) Remodel ( ) Repair ( ) Other ( ) ,
Work Type
interior ( ) Exterior ( ) Both ( �
Type of Building:
Single-Family ( ) Duplex ( �ulti-Family (
Commercial ( ) Other ( ) _
Does a Fire Alarm Exist? Yes ()
Manitured Alarm? Yes ( }
Does a Sprinkler System Exist? Yes ()
No( ✓)
No ( V)
No ( 1/j
#& Type of Existing Fireplaces: Gas Appliances ()
Gas Log () Wood/Pellet () Wood Burning ( vr
# 8� Type of Pr posed Fireplaces: Gas Appliances (�
Gas Log ( �Wood/Pellet ( ) Wood Burning ( )
Date Re
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APR 3 0 2009
TOWN OF VAIL I 4/7/2009
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HEPWORTH - PAWLAK GEQr�CHE�lCAL
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SUBSOIL STI�HI� ��' ��
FOR FOUNDATIOl� D�SI(3Ri'��` �,�� ����.�� . __ 3
PROPOSED RESIDENCE
LOT 16, BLOCK 7, BIGHORN SUBDIVISION 5�" FILING
4918 MEADOW DRIVE
VAIL, COLORADO
JOB NO. 108 106A
MAY 30, 2008
PREPARED FOR:
HOLN1 CONSTRUCTION, INC.
ATTN: CLAES HOLM
P. O. BOX 535b
VAIL, COLORADO 81658-5356
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TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY ........................................................................ - 1-
PROPOSED CONSTRUCTION ................................................................................. - 1 -
SITECONDITIONS ................................................................................................... - 2 -
GEOLOGIC CONDITIONS ....................................................................................... - 2 -
FIELDEXPLORATION ............................................................................................ - 2 -
SUBSURFACE CONDITIONS ................................ - -
.................................................. 3
FOUNDATION BEARING CONDITIONS ................................................................ - 4 -
DESIGN RECOMMENDATIONS ................................... _ 4 _
..........................................
FOUNDATIONS.................................................................................................... - 4 -
FOUNDATION AND RETAINING WALLS ......................................................... - 5-
FLOORSLABS ................................................................ ..................... - 7 -
.................
UNDERDRAIN SYSTEMS .................................................................................... - 7 -
SITEGRADING .................................................................................................... - 8 -
SURFACE DRAINAGE _
......................................................................................... - 8
LIMITATIONS............................................... ....................................................... - 9 -
REFERENCES......................................................................................................... - 10 -
FIGURE 1- LOCATION OF EXPLORATORY BORINGS
FIGURE 2- LOGS OF EXPLORATORY BORINGS
FIGURE 3- LEGEND AND NOTES
FIGURE 4- SWELL-CONSOLIDATION TEST RESULTS
FIGURE 5- GRADATION TEST RESULTS
TABLE 1- SUMMARY OF LABORATORY TEST RESULTS
�
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residence to be located
on Lot 16, Block 7, Bighorn Subdivision 5'i' Addition, 4918 Meadow Drive, Vail,
Colorado. The project site is shown on Figure 1. The purpose of the study was to
develop recommendations for the foundation design. The study was conducted in
accordance with our agreement for geotechnical engineering services to Hohn
Construction, Inc. dated March 18, 2008.
A field exploration program consisting of exploratory boruigs was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the laboratory to determine their classification,
compressibility or swell and other engineering characteristics. The results of the field
exploration and laboratory testing were analyzed to develop recommendations for
foundation types, depths and allowable pressures for the proposed building foundation.
This report summarizes the data obtained during this study and presents our conclusions,
design recoinmendations and other geotechnical engineering considerations based on the
proposed construction and the subsurface conditions encountered.
PROPOSED CONSTRUCTION
An existing residence on the lot will be removed and new residence constructed. The
proposed residence will be a two story wood frame structure over a basement level
located on the lot as shown on Figure 1. Ground floors will be slab-on-grade. The main
floor will be at an elevation 8567.2 feet a�id we have assumed the basement tloor level, as
proposed, to be at about elevation 8658 feet. The floor level elevations are shown on
Figure 2. Grading for the structure will require cut depths between about 3 to 8 feet. We
assume relatively light foundation loadings, typical of the proposed type of construction.
If building loadings, location or grading plans change significantly from those described
above, we should be notified to re-evaluate the recommendations contained in this report.
Job No. 103 106A �t��„�
-2-
SITE CONDITIONS
The lot is occupied by an existing residence located as shown on Figure 1. The ten•ain is
relatively flat with a strong slope down to the north at grades from about 4 to 7%,
becoming steep in the southwestern corner of the lot with a grade on the order of 40 to
50%. Elevation difference across the proposed residence is about 5 to 7 feet and across
the lot is about 30 feet. Vegetation consists of grass and weeds with willows and pine
and aspen trees. The site was covered with about 3 to 3'/z feet of snow which was mostly
removed at the boring locations for our field exploration.
GEOLOGIC CONDITIONS
The lot appears to be located close to but not within potential debris flow, rockfall or
avalanche areas as shown on the Town of Vail geologic hazards maps (Town of Vail,
2000 a, b and c). The site is impacted by shallow groundwater and considerable depth of
compressible soils, primarily of organic topsoil. Recommendations ta mitigate the
shallow groundwater and compressible soils are discussed in the "Design
Recommendations" section ofthis report. A geologist shauld review the rockfall a»d
avalanehe hazards at the lot.
FIELD EXPLORATION
The field exploration for the project was conducted on Apri13, 2008. Three exploratory
borings were drilled at the locations shown on Figure 1 to evaluate the subsurface
conditions. The borings were advanced with 4 inch diameter continuous flight augers
powered by a track-mounted CME 55 drill rig. The track rig was needed due to the snow
cover and snow removal was needed to access the boring sites. The borings were logged
by a representative of Hepworth-Pawlak Geoteclmical, Inc.
Samples of the subsoils were taken with 13/8 inch and 2 inch I.D. spoon samplers. The
samplers were driven into the subsoils at various depths with blows from a 140 pound
Job No. 108 106A
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hammer fall'u�g 30 inches. This test is similar to the standard penetration test described
by ASTM Method D-1586. The penetration resistance values are an indication of the
relative density or consistency ofthe subsoils. Depths at which the samples were taken
and the penetration resistance values are shown on the Logs of Exploratory Borings,
Figure 2. The samples were returned to our laboratory for review by the project engineer
and testing.
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2.
The subsoils, below about 3 to 6%2 feet of highly organic topsoil, consisted of up to about
2 feet of loose, clayey silty sand overlying, at depths of about 5 to 6'/s feet, medium
dense to dense, silty sandy gravel and cobbles with scattered boulders that extended down
to the maximum depth drilled of 12 feet. Drilling in the dense, coarse granular soils with
auger equipment was difficult due to the cobbles and boulders and drilling refusal was
encountered in the deposit. The boulders in the area can be large. The topsoil was
primarily peat material.
Laboratory testing performed on sainples obtained from the borings included natural
moisture content and density, and gradation analyses. Results of swell-consolidation
testing performed on a relatively undisturbed drive sample of the clayey silty sand,
presented on Figure 4, indicate moderate to moderately higl� compressibility under
conditions of loading and wetting. Results of gradation analyses performed on a small
diameter drive sample (minus 1%z inch fraction) of the coarse granular subsoils are shown
on Figure 5. The laboratory testing is summarized in Table 1.
Free water was encountered in the boi-ings at the time of drilling and when checked 6
days later a depths from about 4 to 5 feet. The subsoils were very moist to wet.
Job No. 108 l O6A
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FOUNDATION BEARING CONDITIONS
The silty sandy gravel and cobble soils possess moderate bearing capacity and relatively
low settlement potential. Spread footings bearing on these soils should be feasible for
foundation support ofthe residence. Subexcavation below design bearing elevation may
be needed in areas due to the depth of topsoil and the loose clayey silty sand soils
overlying the gravel and cobble soils. Driven steel piles or "screw piles" that bear in the
gravel and cobble soils may also be a feasible foundation alternative.
Groundwater will be encountered in the building excavation and need to be permanently
lowered to below the basement level or the basement area designed to be water tight. A
trench intercept drain could be dug around the proposed building area prior to excavation
to lower the groundwater level and reduce the extent of dewatering within the building
excavation. The trench drain should be placed about 10 to 15 fee,t from and to a depth of
at least 2 feet below proposed excavation elevation. At proposed basement floor
elevation, there appears to be inadequate elevation drap across the site ta daylight the
outlets for the intercept drain and the foundation drain by gravity flow. Consideration
should be given to raising the basement floor level or eliminating the basement ui the
deeper cut areas.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory borings and the
nature of the proposed construction, we recoriunend the building be founded with spread
footings bearing on the natural coarse granular soils. In some areas, subexcavation ofthe
topsoil and fine grained soils may be needed to bear entirely on the coarse granular soils.
Provided below are recorrunendations for a spread footing foundation system. If
recommendations for driven piles or screw piles are desired, we should be contacted.
The design and construction criteria presented below should be observed for a spread
foating foundation system.
Job No. 108 1 p6A
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l) Footings placed on the undisturbed natural course granular soils should be
designed for an allowable bearing pressure of 2,500 psf. Based on
experience, we expect settlement of footings designed and constructed as
discussed in this section will be up to about 1 inch.
2) The footings should have a minimum width of l 8 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost protection.
Placement of foundations at least 48 inches below exterior grade is
typically used in this area.
4) Continuous foundation walls should be well reinforced top and bottom to
span local anomalies such as by assuming an unsupported length of at least
12 feet. Foundation walls acting as retaining structures should also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
5) All existing fill, topsoil, fine grained soils and any loose disturbed soils
should be removed and the footing bearing level extended down to the
relatively dense, natural coarse granular soils. If water is encountered, the
footing areas should be dewatered before concrete placement. The
dewatering can probably be accomplished by trenches placed outside the
footing areas and sloped to gravity outlet or a sump where the water can be
collected and pumped. It should be feasible to place a shallow depth (up
to about 1 foot) of screened rock in the excavation bottom to aid in the
dewateruig.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can be
expected to undergo only a slight amaunt of deflection should be designed for a lateral
earth pressure computed on the basis of an equivalent fluid unit weight of at least 50 pcf
Job No. 108 106A
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for backtill consisting of the on-site granular soils. Cantilevered retaining stiuctures
which are separate from the residence and can be expected to deflect sufficiently to
mobilize the full active earth pressure condition should be designed for a lateral earth
pressure computed on the basis of an equivalent fluid unit weight of at least 40 pcf for
backfill consisting of the on-site granular soils. The wall backfill should not contain
debris, topsoil or oversized rocks:
All foundation and retaining structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall or an upward
sloping backfill surface will increase the lateral pressure imposed on a foundation wall or
retaining structure. An underdraui should be provided to prevent hydrostatic pressure
buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum
standard Froctor density at a moisture content near optimum. Backfill in pavement and
walkway areas should be compacted to at least 95% of the maximutn standard Proctor
density. Care should be taken not to overcompact the backfill or use large equipment
near the wall, since this could cause excessive later•al pressure on the wall. Some
settlement ofdeep foundation wall backfill should be expected, even ifthe material is
placed carrectly, and could result in distress to facilities consti-ucted on the backfill.
The lateral resistance of foundation or retaining wall footings will be a combination of the
sliding resistance of the footing on the foundation materials and passive earth pressure
against the side of the footing. Resistance to sliding at the bottoms of the footings can be
calculated based on a coefficient of friction of 0.50. Passive pressure of compacted
backtill against the sides of the footings can be calculated using an equivalent fluid unit
weight of 350 pcf for moist condition and 200 pcf for buoyant condition. The coefficient
of friction and passive pressure values recommended above assume ultimate soil strength.
Suitable factors of safety should be included in the design to limit the strain which will
Job No. ]O8 106A C��.���..�
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occur at the ultimate strength, particularly in the case of passive resistance. Fill placed
against the sides of the footings to resist lateral loads should be a granular material
compacted to at least 95% of the maximum standard Proctor density at a moisture content
near �ptimum.
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-
on-grade construction. To reduce the effects of some differential movement, non-
structural floor slabs should be separated from all bearuig walls and columns with
expansion joints which allow unrestrained vertical movement. Floor slab control joints
should be used to reduce damage due to shrinkage cracking. The requirements for joint
spacing and slab reinforcement should be established by the designer based on experience
and the intended slab use. A minimum 6 inch layer of free-draining gravel should be
placed beneath basement leve] slabs to facilitate drainage. This material should consist of •
minus 2 ulch aggregate with at least 50% retained on the No. 4 sieve and less than 2%
passing the No. 200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on-site granular soils devoid of debris, topsoil and oversized rock.
UNDERDRAIN SYSTEMS
Free water was encountered during our exploration and it has been our experience in
mountainous areas that local perched groundwater can develop during times of heavy
precipitation or seasonal runoff or groundwater level can rise seasonally. Frozen ground
during spring runoff can also create a perched condition. We recoirunend below-grade
construction, such as retaining walls, crawlspace and basement areas, be protected from
wetting and hydrostatic pressure buildup by an underdrain system. A trench intercept
drain placed around the planned excavation prior to eonstruction could be used to lower
the groundwater level and reduce the need for building excavation dewatering.
Job No. 10& 106A
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The underdrains should consist of drainpipe placed in the bottom of the wall backtill
surrounded above the invert level with free-draining granular material. The drain should
be placed at each level of excavation and at least 1'/z feet below lowest adjacent fmish
grade and sloped at a minimum 1% to a suitable gravity outlet or sump where the water
can be collected and pumped. Interior lateral drains on about 12 to 15 feet spacing should
be provided below basement slab areas. Free-draining granular material used in the
underdrain system should contain less than 2% passing the No. 200 sieve, less than 50%
passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfll
should be at least 2 feet deep and extend to above any seepage in the adjacent cut face.
The drain gravel should be covered with filter fabric. It may be desirable to incorporate
the pennanent underdrain system with the construction dewatering. A trench intercept
drain would be placed about 10 to 15 feet from the proposed excavation and to a depth of
at least 2 feet below the proposed excavation elevation, as previously discussed. The
drain slope and gravel depths should be as discussed above. A civil engineer should
design the draui systems.
SITE GRADING
Ernbankment fills should be compacted to at least 95% of the maximum standard Proctor
density near optimum moisture content. Prior to fill placement, the subgrade should be
carefully prepared by removing all existing fill, debris and topsoil and compacting to at
least 95% of the maximum standard Proctor density. Subgrade stabilization of soft areas
may be needed prior to fill placement. Permanent unretained cut and fill slopes should be
graded at 2 horizontal to 1 vertical or flatter and protected against erosion by revegetation
or other means. The risk of slope instability will be increased if seepage is encountered in
cuts and flatter slopes may be necessary.
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the residence has been completed:
1) Inundatian of the foundation excavations and underslab areas should be
Jnb No. 108 106A
avoided during construction.
Gec�tech
0
�
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95°/a of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 6 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
Free-draining wall backfill should be capped with about 2 feet of the on-
site finer graded soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no wananty either
express or implied. The conclusions and recommendations submitted in this report are
based upon the data obtained from the exploratory borings drilled at the locations
indicated on Figure l, the proposed type of construction and our experience in the area.
Our services do not include determining the presence, prevention or possibility of mold or
other biological contaminants (MOBC) developing in the future. If the client is
concerned about MOBC, then a professional in this special field of practice should be
consulted. Our findings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory borings and variations in the subsurface
conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different frorn those described in this report, we
should be notified so that re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible for tectlnical interpretations by others of aur information. As the
Job No. 108 ]06A
c'�tech
- 10-
project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verify that the recoirunendations have been appropriately interpreted. Significant design
changes may require additional analysis ar modifications to the recommendations
presented herein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
Respectfully Submitted,
HEPWORTH - PAWLAK
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David A. Young, P.E. ��
Reviewed by: '
c��Gt��-t�s-� � - 6 �..v'G.�'i.f2_
Steven L. Pawlak, P.E.
DAY/vad
INC.
REFERENCES
Town of Vail, 2000a. Official Rock�all Hazard Map, To�n of I�ail. Prepared by the
Town of Vail, Vail, Calorado (Adopted by the Tawn Council on October l 7,
2000).
Town of Vail, 2000b. Officiul Debris FlowHazard Map, Tvwn of i�ail. Prepared by the
Town of Vail, Vail, Colorado (Adopted by the Town Council on October 17,
2000).
Town of Vail, 2000c. Official Avalarzclte Huzarcl Mup, Totiir� of Vail. Prepared by the
Town of Vail, Vail, Colorado (Adopted by the Town Council on October 17,
2000).
Job No. 1Q8 106A �t�Ch
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108106A
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EOTECHNICAL
LOCATION OF EXPLORATORY BORINGS � Figure 1
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LEGEND:
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TOPSOIL; highiy organic clayey silt, soft, highly moist to wet, black. Primarily peat.
SAND (SM-SC); silty, ciayey, loose, wet, brown.
� GRAVEL AND COBBLES (GM); with bouiders, silty, sandy, medium dense to dense, wet, brawn, rocks are
.�• primarily subrounded.
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Relatively undisturbed drive sample; 2-inch I.D. California liner sample.
Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586.
Drive sample blow count; indicates that 2 blows of a 140 pound hammer failing 30 inches were
required to drive the California or SPT sampler 12 inches.
Free water level in boring and number of days following driliing measurement was taken.
Depth at which boring had caved when checked on April 3, 2008.
�Practicai driliing refusal. Where shown above bottom of log, indicates that multiple attempts were made to
advance the boring.
NOTES:
1. Exploratory borings were drilled on April 3, 2008 with 4-inch diameter continuous flight power auger.
2. Locations of explo�atory borings were measured approximately by pacing from features shown on the site pian
provided.
3. Elevations of expioratory borings were measured by instrument level and refer to the northwest corner of the existing
carport elevation of 8564.8' as given.
4. The exploratory boring locations and elevations should be considered accurate oniy to the degree implied by the
method used.
5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between
material rypes and transitions may be gradual.
6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fiuctuations in
water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Densiry (pcfl
+4 = Percent retained on the No. 4 sieve
-200 = Percent passing No. 200 sieve
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108106A
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Moisture Content = 21.9 percent
Dry Density = 106 pcf
Sample of: Silry Clayey Sand
From: Boring 2 at 4 Feet
No movement
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APPLIED PRESSURE - ksf
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SWELL-C�NSOLIDATION TEST RESULTS � Figure 4
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J�me 16, ?009
Holm Construction, Inc,
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Subject: Observation of Excavation, Unit A of Proposed Duplex. Lot 16. Elock.. 7.
Bighorn Subdivision, 4918 Meadow Drive, East Vail, Colorado
Dear Claes:
As recluested, a representative of Hep�vorth-Pawlalc Geoteclulical, Inc. observecl tlie
excavallo�l at the subject site on June 4 and 15, 2009 to evaluate the soils eYposeci foi-
fr�undation support. The findinbs of our observations and recommendatioi�s for• the
foundatioll design are presented in this report. We previously coilducted a subsai( study
tor design offoundations at the sile and �resented our findings in a repai-t dated I�tay �0.
20�5, and provided reco�runendations for the building und�rdrain design in a rej�o�-t dateci
Marcl� 17, 2009, under the above job number.
Unit A is the southern portion ofthe proposed duplex and ���ill be a 2 story ���ood fi•ame
stl�ucture. The gi•ound flooi• will be slab on grade at an elevation of 8562 feet. wliicll is
neal- the existing ground surface. Unit B will be constructeci at a later date and ha�T� a
baseil�ei�t le��el.
At thc time of,iune � site visit, the foundation excavation for Unit A had t�eei� ct�t in on�
leve( ti•om about 4 to 8 feet below the adjacent ground surface. The soi?s ex��osed ?n the
bottocn oi'the excavation consisted of tnedium dense, silty sand and �-avel �vith scatte�•ecl
eobbies. Grourldwater encountered in the excavation was being r-emoved by three
se��aratc sull�p and puinp areas placed around �he periinetei- of th� excavatioil. Thel�e ��,�as
so»ie ���atei- ii� tl�e bottoin of the excavatiou and loose distui-bed soft subgrade soils. At
this ti�i�e ��e recotivnended the �-oundwater continue to be �».�mped. r(�P (,��,�� �,st��; l-;ecl
m��teri�ii rc�rn��-ed and the excavation subgr•ade be stabilized such �s by placing I tt? 2 fee±
of screened rocic on the subgY•ade. When we returned on June 1 �, tl�e e�ca��atior� ilad b�er�
cut at t���c� levels fi�oin about 4'h to � feet below the gi•ound sl�i-face. Thei�e �i�as avo��t t to
i','; feet of �a �nch screened rock on the excavation subm-ade t}1at appeai-ec� t�t-z�, ,,��
��elative!y stable. The �•oundwater was veing adequately co�It�-olled by th:ee �,�ve'� pt::7��;�
�]�c1C('G i��'?r.s. ��(1� IIOt L�1('111 StC�E; Qf t�lf,' e�CaV1i1011. l�t t�IIS �tlt?1P, �1� �`: ? � '
� � V t C� V_l�.l�)11 �;'"7._._; ''��
:�«�i<:tu'.�. io�. �ioo�it�Q c��nsf��uciioll. - �'
�i'i��� sail c����di�ic�i�s e,��osed in �Ile e:cavation ai-e ��n�t-a(ly ��cs�lsis�i��li �,-,,,i1_i t,�as-��
��'';'��-��'�'•`���,� r-i1C011}?lc �(;C� O11 ��le Slt� a11C� SLlIic1�31L' f(3I' Slt�}�30i'� �i� ���� �$(� i'_)i)� 111<}�c _{<,•. ;�;� ;r:y
H�im Construction
JEine 10, 2009
Pa�e 2
tcr the recommended allowable bearing pressure of2,�00 psf: :any s�>t� s��by�<<�d� areas
should be subexcavated and additional screened rock ��laced as needed tc� prc�vic�c a tii-m
has�. tor the footing construction. The groundu�ater u� the excati�atio» sh��ulc( ca�,iin�_;a�l��
hc removed and any softened soils and mud removed before concret�: pla�emrnt. Othcr
r-ecomn�endati�ils presented in aur previous re�ort which are appli�ahlc should �Zlso br
obseivcd.
The reco���lnendations submitted in this tetter are based on our ohse�7°ati��n ��fthc st�ils
ex��osed �ti�iti�in the foundation excavation and the previous subsurface ex��loration ��t thc
site. Variations in the subsurface conditions below the eYCavation couid ii�creasc tlle i-isk
offoundation movement. We should be advised of any variations encc�untered in the
excavation conditions for possible changes to recommendatioiis contained in this lettec.
Ifyou ha��e any questions or need fui�ther assistance, please call c�ur ottice.
Siticci-�lv,
HEPWORT� - PA�VL,Q�,i�'�G��`��',�IINICAL, INC.
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David �. Young, P;�., n � <'
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DAY�I:s�v 9' �{ ` 4� f.` �� �t
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cc: [<. H. �Vebb Arcliiteet� -�' �ftii: Ryan Darnell
Bro�ln Excavating — Attn: Dave Bt-ann
,,h ���,. tr�:� ltx,:�
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TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213 8
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG. Permit # D09-OOOI
Project # ??
Job Address: 4918 MEADOW DR VAIL Status ...: ISSUED
Location.......: Applied .. . : OS/07/2009
Parcel No....: 210113104017 Issued ...: OS/18/2009
Expires.....: 1 1 /l 4/2009
OWNER LUPINE LLC
PO BOX 1057
MINTURN
CO 81645
APPLICANT HOLM CONSTRUCTION INC
P. 0. BOX 5356
VAIL
CO 81658
License: 122-A
CONTRACTOR HOLM CONSTRUCTION INC
P. 0. BOX 5356
VAIL
CO 81658
License: 122-A
05/07/2009
05/07/2009 Phone: 970-390-1315
05/07/2009 Phone: 970-390-1315
Desciption:
COMPLETE DEMOLITION OF SINGLE FAMILY RESIDENCE
Occupancy:
Type Construction:
Valuation: $6,500.00 Revision Valuation: ?? Total Sq Ft Added
LI'
•*�#�******s*******s*******s+**e*****+�:s*****»**�*srr****»r****rsr+� FEE SUMMARY �:rs+s*+*+�***�r��*+****�*e**�+�+++*+*«s«**s***:s«*******«***
Building------> $139. 25 Restuarant Plan Review--> $0. oo Total Calculated Fees--> $233 . �6
Plan Check---> $90. 51 Recreation Fee--------------> $0. 00 Additional Fees----------> $21. 00
Investigation-> $0. 00 TOTAL FEES-------------> $233 . �6 Total Permit Fee---------> $254 . 76
Will Call-----> $ 4. 0 0 Payments-------------------> $ 2 5 4. 7 6
BALANCE DUE---------> $ 0. o 0
**�r:r*�*:*�.*.►*.�•r**s►***.r*�**r+r■r******■******��***�*******a*s:r*s***«*+**sas***s�s*►►«*r:►r+*+**►***�*�**�+#**+a:******�*►�«*****+*******�•
Approvals:
Item: 05100 BUILDING DEPARTMENT
05/14/2009 cg Action: AP DEMOLITION ONLY
Item: 05400 PLANNING DEPARTMENT
05/11/2009 bgibson Action: AP plans routed to D-5
Item: 05600 FIRE DEPARTMENT
05/12/2009 drhoades Action: AP Approved. Asbestos
report rec'd (no ACM present).
Item: 05500 PUBLIC WORKS
05/13/2009 cdelles Action: AP
*k�****4*#�#*#*#*#*###*#**##*#�##*/##*#*#***�**��*#�#*�*#t**#*4***##k*##*#�*�##tiMV�#**��**#*#�*#*#****1*�*4*�#*#*k*#*�#*kR►�**�*#►***�Y*M**#*#**
See the Conditions section of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUEST5 FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE- EL � NE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM �
4 PM. . "� /
f
�. n.����— �..__....._...r..
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
********�***********************************************************************************
TOWN OF VAIL, COLORADO Statement
********************************************************************************************
Statement Number: R090000499 Amount: $254.76 05/18/200910:19 AM
Payment Method: Check Init: SAB
Notation: 3906 HOLM
CONSTRUCTION
-----------------------------------------------------------------------------
Permit No: D09-0001 Type: DEMO. OF PART/ALL BLDG.
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location:
Total Fees: $254.76
This Payment: $254.76 Total ALL Pmts: $254.76
Balance: $0.00
***********************************************************************�********************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 139.25
PF 00100003112300 PLAN CHECK FEES 90.51
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
XC 00100003141111 XEROX COPIES/STUDIES 21.00
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� � Development Review Coordinator
� 75 South Frontage Road
� .
. �' ; Vail, �C0 81��7'
i� , ,• _
. , ; � .
:f _ : � , , .• � - : � ° � � Phor�e:��970-�479-2128
�NOFYAI� ' ,' � �
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� �..� _. _ Fax: 970-q.79-2172
. _ _,
- �inspections_'g70-479-2149
_-.._ x � �
_ _.. � .
BUILDING PERIVIIT APPLICATION
Se arate Pe __ _ ;
__ __ __ P rnuts are required for elect;:-ical, plumbin
; ProjectAddress `��A - __ g, mechanicai, firepiace, etc
, �g�g ��t�v� �- --
,��s ��; �
j t/�a � L,� C o �/ d's` i j Project # ��-- � ��____._'_---�
Contractor Information
i CompanY: �(.uil �'�� �ad � ,�
j � P �i'7 �9. J
,' Company Address: � � o (�� � � � C� �
�' City: �� �a � t,�
State: C�'.=_— Zip: � � � ;��
Contact Name: ��,, �,
ContactPh: �70-`� �U ° (�/.� —
Cell: �i94 _ ^`'o � r
/ S � ,� �'-S'
E-Mail: //�)oE�=�.' �c°�� � '1 / -____
(� C �°�>__ . r=i r°r'. ' F;r '�" . f'�.��....1.
Town of Vail tractor Re istration No: /
X ��,..i''� g Z� A , _
,:,�_�,•.-�...
Contractor,Signature �requ;red� —' j
Property �nformation
,
� Parcel #: �� � �
Legal Description: Lot # l
Blk # �
Subdivision: 1�`�_����.-:.�,� -
— �mD/T/O�✓
Job Name: �s�r �/� % �� �� -
Owner Name: ��„!,� ;����' G��
Mailing Address �, 6 6�. �,�,�/Z 5- U
(For Parcel # Contact Eagle County assessors Office at 970-328-ggq0 or
visit www,eaglecounty.us/patie)
' Valuations (Labor & Material)
Buildin9 $ PC,-� �
Plumbing $
Electrical$
Mechanical $
Total $
�.�60 ° d
n1��
rJl�
� �,
C�osa � `"'
DRB# Q � �� �
Building Permit #: � n�i% �/1 r'1�,1
Detaiied Description of Wo� � �� � �-'--"'
�"�a _1��si�vvr.�.�u5�
(Use additionaf sheet if necessary)
----------_____
Architect � Designer ( ) En meer ���-�---
Phone: (.� }�- w�� g { �
Fax: �'% ..- 2 S (o �'
E-Mail: � I r,� ,E�, i.�c_!�� �°,
Work Class: �` ` ------._...__
New ( ) Addition ( ) Remodef ( ) Repair ( ) Other �
Work Type: ------ ----------_
Interior ( ) Exterior .
� Both ( )
Building Type; .__''____--.----_---___..________
Single-Family � T�,yo-Family ( ) Multi-Family ( �
Commercial ( ) Townhome ( ) Other ( )
-----___
#& Type of Existing Firepla— s.- Gas APP � nca� es (~� ) m��--�
Gas Log () Wood/Pellet () Wood Buming (�j
#& Type of Proposed Fireplaces: Gas Appliances ()
Gas Log () Wood/Pellet () Wood Burning (� N�}�
------__..__---_________
Does a Fire Alarm Exist: Yei s� � No�`
Monitored Alarm: Yes _�-��-�-� �
-----._� ( ) No
Does a Fire Sprinkler System Exist: Yes ( j
Date .v� � � � V �
D
MAY 0 7 2009
TOVVN OF V�IL
1
TOWN OF VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT
Job Address: 4918 MEADOW DR VAIL
Location.....: LJNIT A
Parcel No...: 210113104017
Project No :
OWNER LUPINE LLC 08/19/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT SUPERIOR ALARM AND ELECTRONI 08/19/2009
P.O. BOX 4910
EDWARDS
CO 81632-4910
License: 429-5
CONTRACTOR SUPERIOR ALARM AND ELECTRONI 08/19/2009
P.O. BOX 4910
ED4VARDS
CO 81632-4910
License: 429-5
Desciption: INSTALL FIRE ALARM SYSTEM
Valuation: $5,630.36
Permit #: A09-0060
Status . . . : ISSUED
Applied . . : 08/19/2009
Issued . . . 09/04/2009
Expires . .: 03/03/2010
Phone: 970-926-8788
Phone: 970-926-8788
*�*++r***�****��****�►****t**�***�**�*r*a****�*r*******�r********t�* FEE SUMMARY **�*r***+�***��*�*�*****«►*******�**�r****�*a+*�*s**r****�*■
Electrical---------> $0. 00 To[al Calculated Fees--> $499. 14
DRI3 Fee---------> $ 0. 0 o Additional Fees----------> $ 0. 0 0
Investigation----> $ 0. o o Total Permit Fee--------> $4 9 9. 14
WiIlCall---------> $0.00 Payments------------------> $499.14
TOTAI. FEES--> $499.14 BALANCE DUE--------> $0 . 00
****r****s***�*�*s*�*++**�+«*�**+►**+t«�r*.****v*tr.*:�***�*r*+**�**►**t*************v*vr�s+++***s►*�*r+*++*****r*t*s***a+�s�rr►***+�+*r+*■*r�*►�
Approvals:
Item: 05600 FIRE DEPARTMENT
09/04/2009 JJR Action: AP APPROVED PLANS RECEIVED 9/17/09
Approved as noted:
1. Smoke detector required at top of stairs entry.
2. Heat detector required in storage beneath stairs.
.**�**...*�,�.*.*.�**�***�*.*.�.�*.,**��.«*.,.��*�*�*.,*.�:*�.**��.**.,.�**�*.*...*,*,:*...�**�*:**.*�**.��*.�«*�*«,*.,+.**.��«*.*.�**.�**,.*.*.**
CONDITIONS OF APPROVAL
Cond: 52
Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES
Standards
*,:*��.*.*.**.*.**,,***.**....*�*...*.*.*.*�.,:.***.*�*.**�*.«*.***.**�.***.***�.�.**.�.***�****.*��*.,:.,�.******.*�.+,:.***.*�.*.*..,:***.*.*.*.*.*.*
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESI'S FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN .�DVANCE BY TELEPHONE AT 970-479-2252 FROM S:OU AM - 5 PM.
SIGNA"IIYJI� f7�1�WNER�R CONTRACTOR FOR HIMSELF AND OWNER
*************«***************************************************************************�**
TOWN OF VAIL, COLORADO Statement
******************************************************�********************+****************
Statement Number: R090001139 Amount: $499.14 09/04/200909:07 AM
Payment Method:Credit Crd Init: SAB
Notation: MC CLIVE
REEMAN
-----------------------------------------------------------------------------
Permit No: A09-0060 Type: ALARM PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location: UNIT A
Total Fees: $499.14
This Payment: $499.14 Total ALL Pmts: $499.14
Balance: $0.00
*********************************�**********************************************************
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
PF 00100003112300
Description Current Pmts
------------------------------ ------------
FIRE ALARM PERMIT FEES 211.14
PLAN CHECK FEES 288.00
-----------------------------------------------------------------------------
�,
.
�
TbWN OF VAI� '
� ����.� �"� �-l--�- ��—' 1 �� � I
APPLICATION WILL NOT BE ACCEPTED IF INCCIMPLETE OR UN I [� 1C�o
Project #: �`�(-� pi� (JO
Building Permit #: - ?
Alarm Permit #: (� — O (� O
75 S. Frontage Rd.
Vail, Colorado 81657
TOWN OF VAIL FIRE ALARM PERMIT APPLICATION
Commercial & Residential Fire Alarm .hop drawings are required at time of
ap�lication submitt� �sj � � T
2" page of this form! t1��������14���i+J
information. Approved as Submitted O,--
A�prgve�as Ngt�d CY`"�
COMPLETE VALUATIONS FOR ALARM PERMIT (
Contact E
Parcel #
Job Nam�\ � /';
��
Legal Description �� Lot
��, 'D
Fire Alarm: $ �� � �1��, � � '
n
Assessors Office at 970-328-8640 or vi.sit
�=� �'�'1
Block: �� Filing:
Engi�eer: ' I Address:
Detailed Location of work: (i.e., floor, unit #, bldg. #
on of work:
;�r'���UL
AUG 1 � 2009
P�����i �
� �S� i�i.��C��.� 1r�1. �
] Subdivision:
�'� � n �—� Phone:
,
� Phone:
' ,��� I c.i ��
Work Class: New (�j Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( )
Type of Bldg.: Single-family ( ) Two-family ( Multi-family (� ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: ' No. of Accommodation units in this building:
Does a Fire Alarm Exist: Yes O No ( Does a Fire Sprinkler System Exist: Yes O No (
*******,��**,�*********�**************�**FOR OFFICE USE ONLY*******************************�*****
Other Fees•
Public Wav Permit Fee:
F: \cdev\FORMS\PERMITS\Fire\a la rm�erm_12-05-05. doc
Page 1 of 4
��i -6v � �
��� �
12/05/2005
TOWN OF VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VA1L, CO 81657
970-479-213 5
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT
Job Address: 4918 MEADOW DR VAIL
Location.....: LJNIT B
Parcel No...: 210113104017
Project No :
OWNER LUPINE LLC 08/19/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT SUPERIOR ALARM AND ELECTRONI 08/19/2009
P.O. BOX 4910
EDWARDS
CO 81632-4910
License: 429-S
CONTRACTOR SUPERIOR ALARM AND ELECTRONI 08/19/2009
P.O. BOX 4910
EDWARDS
CO 81632-4910
License: 429-5
Desciption: INSTALL FIRE ALARM SYSTEM
Valuation: $5,331.30
Permit #: A09-0061
Status . . . : ISSUED
Applied . . : 08/19/2009
Issued . . : 09/04/2009
Expires . .: 03/03/2010
Phone: 970-926-8788
Phone: 970-926-8788
*v*a«***�+r***+*«****+�r�s*****�*�t****+******v*******�*�*********** FEE SUMMARY *******s*e�*��***�**�**t****��*►*►+*******�**t�****+*►�*xr:r*
Electrical---------> $0. 00 Total Calculated Fees--> $487. 92
DRB Fee---------> $0. 0o Additional Fees----------> $0 . o0
Investigation----> $0.00 TotalPermitFee--------> $48�.92
Will Call---------> $0. 00 Payments------------------> $487. 92
TOTAL FEES--> $487. 92 BALANCE DUE--------> $0 . 00
****s*r*s�*rsa��x�***r�*s****rr►****rr■+s**�e***********r****rs+*++**a�****t***s****r�+******t*r*�rr.**+:�a:tt********�***a*+*+**rr�r�**�**+*+****
Approvals:
Item: 05600 FIRE DEPARTMENT
08/25/2009 mcgee Action: AP
�.*�*.+*��*.*.****�**«�.*.***,*�*****+.****.*�*..**.�.*.�.*.�,*«.*.*++*.*.*.*.*►...*.**+�*+*..�*.*�**.*.,:.�.,*.*.***�*�*.*.�****.*.**:.��.**.++..
CONDITIONS OF APPROVAL
Cond: 52
Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES
Standards
*�,*�*��*.*.**�*�.*.********.*.*.�***.*��*��.*.***.*.*****�«.*****���.�*�****�*********�***.�.**�»*****�*��.,*.***.***.�.*.*,*+*�****.*.*:*,:.*.*.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUF.S'CS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOLIRS IN �fiVANCE BY TELEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM.
**********************�***********************************************+*********************
TOWN OF VAIL, COLORADO Statement
****+**********�******************************************************�*********************
Statement Number: R090001138 Amount: $487.92 09/04/200909:06 AM
Payment Method:Credit Crd Init: SAB
Notation: MC-CLIVE
REEMAN
-----------------------------------------------------------------------------
Permit No: A09-0061 Type: ALARM PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location: UNIT B
Total Fees: $487.92
This Payment: $487.92 Total ALL Pmts: $487.92
Balance: $0.00
*********************************************************************************+**********
ACCOUNT ITEM LIST:
Account Code
BP 00100003111100
PF 00100003112300
Description
FIRE ALARM PERMIT FEES
PLAN CHECK FEES
Current Pmts
199.92
288.00
-----------------------------------------------------------------------------
�� . � "`"� � � �i
« �
APPLICAT ON WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS
Project #: � � � � �� �<
Building Permit #: — C� %
Alarm Permit #: —
j
�
TOWNOFVAIL � TOWN OF VAIL FIRE ALARM PERMIT APPLICATION
Commercial & Residential Fire Alarm shop drawin s are required at time of
75 S. Frontage Rd. ap�lication submittal and must inclu 'nf� i
Vail, Colorado 81657 2" page of this form. Application wi �t� c�'pt i_ �' is
infnrmatinn_ �
� Alarm Contractor:
� � �
E-Ma I Address:
Contractor Signature:
Contact E
Parcel #
]ob I�alm�;
CONTRACTOR INFORMATION �`� '�
T o Vail R No.: Contact Perso
��� �'�� -��� i��. �
�'
C'f
�►�!� �. 'l 20�9 �
���•...a
�f �� �
�
COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials)
Fire Alarm: $ �
�
Assessors Office at 970-328-8640 or visit
��,
Legal Description � Lot: Block:
Ow e: � � A� �:
Engineer: Address:
Detailed Location of work: (i.e., floor, unit #, bldc
Detailed desCription of work: _ „ , _ �
Work Class: New (Vr Addition O Rerr
Type of Bldg.: Single-family () Two-family (
No. of Existing Dwelling Units in this building: �
Does a Fire Alarm Exist: Yes () No (
Filing:
. #)
**************,�********************��**FOR
Public
Group:
�
�Y�-�''��C�
ISubdivision:
Phone:
� Phone:
for Parce/ #
� �
�1.d1,�`� � � C�=��t 0�-
.( ) Repair ( ) Retro-fit ( ) Other ( )
Multi-family (_1„�ot�me,�sy�y��}, ,�t�1�i=agt�(�"}� r ( )
�
�
E ONLY**
rM •
ilding:
Yes ( ) No
t � i7
*******
F:\cdev\FORMS\PERMITS\Fire\alarm_perm_12-05-05.doc Page 1 of 4 12/05/2005
ev ta� Environmentai, LLC
April 3, 2009 "��°�v�r�� Of Valf
Holm Construction, inc �� ����
P.O. Box 5356 ,.�' �
Vail, CO 81658
Subject: Asbestos Survey
Dear Mr. Holm:
�j - ,���
���o��
MAY o � 2009
TOWN OF VAIL
This letter report includes the results of the asbestos inspection services performed at the house
on Meadow Lane in Vail, Colorado. This survey was conducted per your request dated March
20, 2009.
Mr. Jim Stout conducted the asbestos inspection on March 20, 2009. Mr. Stout is an AHERA and
State of Colorado certified Asbestos Building Inspector and Air Monitoring Specialist (Certificate
#4757}. The inspection included six (6) bulk samples of potential ACM. The identified suspect
material included plaster, linoleum, and surfacing.
Six (6) samples of this suspect material were collected and delivered under chain-of-custody
documentation to Reservoirs Environmental, Inc. (Reservoirs) for analysis by Po(arized Light
Microscopy (PLM). Reservoirs is an accredited analytical laboratory located at 5801 Logan
Street, Suite 100 in Denver, Colorado.
The results of the laboratory analyses indicafie that the suspect ACM had zero or trace amounts
of asbestos containing materials at less than 1%. The laboratory analytical results are attached
for your review.
This asbestos of materials at the house on Meadow Lane constitutes a comprehensive
inspection. The results of this inspection are specific and remain to be in good condition.
GeoStat Environmental, LLC's recommendation is to keep the materials in good condition.
If you have any questions or require additional information concerning this asbestos inspection,
please contact our office.
Respectfully Submitted,
Jim Stout
Senior Industrial Hygienist
303-882-5271
GeoStat Em�ironmentvl, _LC
12995 ShericL:n Blvd., Suite 20�
n��. ,,�,�i� �n Rmm�
�F� ; �.4�,��.�i� ; ,�; ; ,: i
REI LAB /�e5e�oirs E.nvironmental,
March 20, 2009 Laboratory Code: RES
Subcontract Number: NA
Laboratory Report: RES 169720-1
Project Description: None Given
Medow Drive
Jim Stout
GeoStat Environmental, LLC.
12995 Sheridan Blvd., Suite 204
Broomfield CO 80020
Dear Customer,
Inl�-
Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene
and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab
Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM)
analysis and the American Industrial Hygiene Association (AIHA}, Lab ID 101533 - Accreditation Certificate
#480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both
Proficiency Testing and PAT programs respectiuely.
Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your
request. The analysis has been completed in general accordance with the appropriate methodology as
stated in the attached analysis table. The results haae been submitted to your office.
RES 169720-1 is the job number assigned to this study. This report is considered highly confidential
and the sole property of the customer. Reservoirs Environmental, Inc. wiA not discuss any part of this study
with personnel other than those of the client. Ttie results described in this report only apply to the samples
analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or
any agency of the U.S. Govemment. This report shall not be reproduced except in full, without written
approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer
storage is requested. If you have any questions about this report, please feel free to call 303-964-1986.
Sincerely,
-- _-_ -� �_ r :��-�,�-�= �� --
Jeanne Spencer Orr
President
�� � . !�"�.' �f���-�.-�S�� �`
Analyst(s): J
Paul D. LoScalzo Wenlong Liu
Paul F. Knappe Rich Wegrzyn
Michael Scales Adam Humphreys
Greg Behnfeldt Scott Klaus
P: 303-964-1986
F: 303-477-4275
5801 Logan Street, Suite 100 Denver, CO 80216
Page 1 of 2
1-866-RE51-ENV
www.reilab.com
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TOWN OF VAIL FIRE DEPARTMENT
75 S. FRONTAGE'ZOAD
VAIL, CO 81�57
970-479-2135
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL T1MES
SPRINKLER PERMIT
Job Address: 4918 MEADOW DR VAIL
Location.....: UNIT B
Parcel No...: 210113104017
Project No :
OWNER LUPINE LLC
PO BOX 1057
MINTURN
CO 81645
APPLICANT CASTLE FIRE SPRINKLERS INC.
PO BOX 3878
AVON
COLORADO 81620
License: 735-5
CONTRACTOR CASTLE FIRE SPRINKLERS INC.
PO BOX 3878
AVON
COLORADO 81620
License: 735-5
05/14/2009
Permit #: F09-0019
,�g� v�� va� �
Status . . . : ISSUED
Applied . . : OS/14/2009
Issued . . . 08/OS/2009
Expires . ..
05/14/2009 Phone: (970) 688-0789
05/14/2009 Phone: (970) 688-0789
Desciption: NEW TWO-FAMILY DWELLING: INSTALL FIRE SPRINKLER SYSTEM
Valuation: $15,000.00
*****s*►*�*t***trrr+*+*��*****►***r***r*****++***«*+*t***�********r* FEE SUMMARY *x***raa*r**t****►***+************t:tt***r**+*****s**a****�*�
Mechanical---> $0 . 00 Restuarant Plan Review--> $0. 00 Total Calculated Fees---> $987. 50
Plan Check---> $ 3 5 0. o o DRB Fee---------------------> $ 0. 00 Additional Fees-----------> $ 0. o 0
Investigation-> $0. 00 TOTAL FEES--------------> $987. 50 Total Permit Fee----------> $987. 50
W ill Call-----> $ 0. 0 0 I'ayments-------------------> $ 9 8 7. 5 0
BALANCE DUE---------> $ 0. 0 0
«*�*******+�t�**�*»�»rt��sr**rr*�****t*t*s+t�**s����r**a+*+*+*****r»r►rr**►*►**����*►*�*r******+�*****r****r►****��«�****:*.*a*.*»�rr**�v*�•*a*s*•
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
05/21/2009 drhoades Action: AP Approved as noted on plans.
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
r**.�*+�*r**+*.+***�.**:***�*:r*.*.+�*.**+*�*r**r*+�**�**�***�*+�+**►*�*s:*rr*s�:**r�t�a+*«�**�+�rr*+�r:r*****�**a►********:r**r►**r*.**a*,s**r*r*r
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252
FROM 8:00 AM - 5 PM. _ �
,
SIGNATURE OF OWNER OR CONTRACTC�jf FOR HIMSELF AND OWNER
�
�
FIRE SPRINKLER PERMIT
Commercial & Residential Fire Alarm shop drawings are required at the time of
application submittal and must include the following information:
l. A Colorado Registered Engineer's stamp or N.I.C.E.T level III (min) stamp
2. Equipment cut sheets of materials
3. Hydraulic calculations
4. A State of Colorado Plan Registration form
5. Plans must be submitted by a Registered Fire Protection Contractor
Project Street Address:
4918 MEADOW DRIVE
0
(Number) (Street) (Suite #)
Building/Complex Name: EAST VAIL DUPLEX #B (SOUTH)
Office Use:
Project #: �� O � �` �/ � � �
Building Permit #: �� � � O v � �
Sprinkler Permit #: � 0 � � � O � �
Contractor Information: � Lot #: Block # Subdivision:
Company: Castle Fire Sprinklers, Inc.
Company Address: P.O. Box 3878 s, Detailed Description of Work inst811 new fire Sprinkler
City: Avon State: CO Zip: $1620 � system per local codes and NFPA 13R, 2007.
Contact Name: Stuart Thompson
970-688-0789 (use addiUonal sheet if necessary)
Contact Phone: W, �,,,��„v �r . ..,..,�. ,m,� ....... . . .. . ....
E-Mail c�astlefires�rinkler@yahoo.com � Detailed Location of Work: unit B
Town of �inContra��ir Registration No.: � iJ`� � v
__. �..,�.a, ..,_,o.,. � �.u,,. .._.... � . � ..__.,A��. �.� .�u�,.�.., ,.,.�_.�.a.�..�
Property Information
Parcel #: 210113104017
(For parcel #, contact Eagle County Assessors Office at 970-328-8640 or
visit www.eaglecouty.us/patie)
Tenant Name: SUNDER, INC
Owner Name: SUNDER, INC
Complete Valuation for Fire Sprinkler Permit:
Fire
�� • :• • :► ■
�, r _• . :� :�
�i / i I �i[/.rl/.I %�
,_ • � ♦t i.
t � i �1 �
Does a Fire Alarm Exist? Yes () No (�� )
Does a Sprinkler System Exist? Yes () No (�
Work Class:
New ( � ) Addition ( ) Remodel ( ) Repair ( )
Retro-Fit ( ) Other ( )
Type of Building:
Single-Family ( ) Duplex ( � ) Multi-Family ( )
Commercial ( ) Restaurant ( ) Other ( )
Date Received
1 �' �� L � �� ``�' (�� � �1 >
� il
�
�' ► �!`���'� ; '�. .���� i � �
' 6� ,f!
�, P
��� k�u � � b�' e`� � �,. �
r�,
TOWN OF VAIL FIRE DEPARTMENT
75 S. FR!�NTAGE ROAD
VAIL, CO 81657
970-4"I9-2135
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT
Job Address: 4918 MEADOW DR VAIL
Location.....: UNIT A
Parcel No...: 210113104017
Project No :
OWNER LUPINE LLC
PO BOX 1057
MINTURN
CO 81645
APPLICANT CASTLE FIRE SPRINKLERS INC.
PO BOX 3878
AVON
COLORADO 81620
License: 735-5
CONTR.ACTOR CASTLE FIRE SPRINKLERS INC.
PO BOX 3878
AVON
COLORADO 81620
License: 735-5
05/14/2009
Permit #
Status . . . :
Applied . . :
Issued . . :
Expires . .:
I�li!alil�►II;
ISSUED
OS/14/2009
08/OS/2009
05/14/2009 Phone: (970) 688-0789
05/14/2009 Phone: (970) 688-0789
Desciption: NEW TWO-FAMILY DWELLING: INSTALL FIRE SPRINKLER SYSTEM
Valuation: $25,000.00
•rr*+��****«*+****�+***�*+�*�***�x�a****+**a****�r�*�r***t�*r*�a**** FEE S UMMARY ■***rrr*v*****a��*****r*+*�*:r**��*�*+*******►**rr*�**v*+*�**
Mechanical---> $0. 00 Restuarant Plan Review--> $0.0o Total Calculated Fees--->
$1,412.50
Plan Check---> $ 3 5 0. 0 0 DRB Fee--------------------> $ 0. 0 o Additional Fees-----------> $ o, 0 0
Investigation-> $ 0. 0 0 "�OTAL FEES--------------> $1, 412 . 5 o Total Permit Fee---------->
$1,412.50
W ill Call-----> $ 0. 0 0 Payments-------------------> $1, 412 . 5 0
F3ALANCE DUE---------> $0 . 00
t*�***t*�+*�*******+**t*****t*t*****�****r*r**t***+�*�****x***�s*�******r*rv***��s*****e**r****************�***********v**+**t*r►�***�*******+***
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
05/21/2009 drhoades Action: AP Approved as noted on plans.
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
++**�«*.*+*.�.****.**�****�*.*.*.*.*.**:r***.***.*.*.*.�.*****..+*�..*.*.*.****�***«**.*.*.+*�*s*+**r***:,.,*..*.*.*.*.***s.*...:*.*.**�*.*.*�*•**
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252
FROM 8:00 AM - 5 PM. r `\
� _ , ;� c c�-
SIGNA"CURE OF OWNER OR CONTRAdTOR FC�R HIMSELF AND OWNER
FIRE SPRINKLER PERMIT
Commercial & Residential Fire Alarm shop drawings are required at the time of
application submittal and must include the following information:
1. A Colorado Registered Engineer's stamp or N.I.C.E.T {evel III (min) stamp
2. Equipment cut sheets of materials
3. Hydraulic calculations
4. A State of Colorado Plan Registration form
5. Plans must be submitted by a Registered Fire Protection Contractor
Project Street Address:
' 4918 MEADOW DRIVE
(Number) (Street)
/�
(Suite #)
Building/Complex Name: EAST VAIL DUPLEX #A (NORTH)
' Contractor Information:
Company: Castle Fire Sprinklers, Inc.
Company Address: P.O. BOX 3878
�;ry: Avon State: CO Zip; 81620
Contact Name: Stuart Thompson
Contact Phone: 970-688-0789
E-Mail castlefiresprinkl
r . , .,�•.��
nio.: �7 � 5 — S
Office Use:
Project #: 1 ��+ �� � � � � �
Building Permit #: "+r � ■ � � �
Sprinkler Permit #: � �� • �� � V
Lot #
Block # Subdivision:
Detailed Description of Work: Install new fire sprinkler
per local codes and NFPA 13R, 2007.
(use additional sheet if necessary)
Detailed Location of Work: unit A
Does a Fire Alarm Exist?
Yes ( ) � No (J/��
Contractor Signatur��r uired) �
` Does a Sprinkler System Exist. Yes O No (�
Property Information ,.,.f,�,,,_,e...,_. ._.. ,,�A .
Work Class:
Parcel #: 210113104017 �' New ( � ) Addition ( ) Remodel ( ) Repair ( )
(For parcel #, contact Eagle County Assessors Office at 970-328-8640 or �
'; visit www.eaglecouty.us/patie) s Retro-Fit O Other O
; �p�.,�� . .�� ... g �. . ,. ,�_s.__ .
SUNDER, INC _... �.r� ����.n... . . �,.�, �..� x,�.
` Tenant Name: ' T e of Buildin :
! Owner Name: SUNDER, INC : Single-Family ( ) Duplex ( � ) Multi-Family ( )
� Commercial ( )
�•p ; Complete Valuation for Fire Sprinkler Permit: ����� � ��� ���
;, � Fire Sprinl��'� �'�� ������►� �e Received:
t':
__ _7 ....___ _. _... _�__ '
�
Approved as Su�mitied O _ _ .
Appro as Noted �1
�
t'id�_ Fi /r r c.c�� �-s� � _,
rYute• ��� -c�9
_.__�_______._,
Restaurant ( ) Other ( )
- _� __. _. _..._.
�n� ��, j� �,%% (=�...
U ��
II
���'� � � a= � !I
. �� a�e, , !, ���a��" I �
1 ��
.:�'C���1 ��� '��l� Y �
NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES
,.
TOWNOFVAII. '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT Permit #: E09-0045
NDUP
Job Address:
Location.....:
Parcel No...:
4918 MEADOW DR VAIL
210113104017
OWNER LUPINE LLC 05/06/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT MOUNTAIN ELECTRIC
P. O. BOX 131
GYPSUM
CO 81637
License: 105-E
CONTRACTOR MOUNTAIN ELECTRIC
P. O. BOX 131
GYPSUM
CO 81637
License: 105-E
05/06/2009 Phone:970-524-7115
05/06/2009 Phone: 970-524-7115
Desciption: NEW TWO-FAMILY DWELLING - TEMP POWER
Valuation: $0.00 Square feet:
Project #:
Status . . . :
Applied . . :
Issued . . .
Expires . .:
PRJ08-0288
ISSUED
05/06/2009
OS/20/2009
11 /16/2009
�.,,..,�,,,,�..��„«*****.,<...,,�.,,«*.,,*****,,.<.,�.,�,,.�.,*,,,,***.,.*�*„�.,. FEE SUMMARY ,�,,..,,***,..*.*,�.,,,.,,.**,.**,,.*.,.,,..,,.,,.�.��*.**.,,.,,....,,..,�,,.,,.,,,,�,,...�,.
Electrical Permit Fee--------->
Investigation Fee-------------->
Will Call Fee-------------------->
$0.00 Total Calculated Fees--> $4.00
$0.00 Additional Fees----------> $50.00
$4.00
Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $54.00
Total Calculated Fees-------> $4.00 Payments-----------------> $54.00
BALANCE DUE----------> $0.00
�,.�„�...,�.�*.*„*«***„*„�,,.�„���****«.*.,,�,,,�,.�.«„«***«*,,.,*.,,,...,,,��.**.,«„*«,,.,,«**«*,,,,.,.,..��..�****«***..,,�.,�,,,,«�**„***,,,*,,,.�„«„��,,,,*..*�,,*.,....�.,,.�,,.,�„���,�*�..�*..
APPROVALS
Item: 06000 ELECTRICAL DEPARTMENT
05/06/2009 jle Action: AP
„�«�,.,.,,«�.,,,,,******.�,.,,,..,,«„«„��.,,*,,.«...,,,,.�.,��«„****,,..*,,,��.���„******��..*,,,..,..,�,.,.,**.*�*.����,,,..,,�.,.***,,,,.�,,.�**�****.*„�.,,.,.�.*..*�..*.*,,,,�,,.,...�...,.*.**„
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
.�.,,,,,,,�„«,..,.,�„�,,..,,.���„��.,,,.�,.�„����...,,,,�,,.,,,<,,..,.*„�„*,,.,,,.,,,...�...�.,«.��.��.,,*.*..*..,..,.««..,**,.,,,.,,,,.�.�.,*,.��....�.�..««.,,,«„***.,,.,,,,,,,....,«..*.,,,.,,....,..,.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that
all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and
Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE,�VIADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE FROM 8:00 AM - 4 PM. o/
Signature of
rint Name
elec_prm_041908
r Contractor
.��- a0 - � �
Date
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
***********************++*+***************�***************+********+************************
Statement Number: R090000517 Amount: $54.00 05/20/200910:06 AM
Payment Method: Check Init: SAB
Notation: 4198 MOUNTAIN
ELECTRIC
-----------------------------------------------------------------------------
Permit No: E09-0045 Type: ELECTRICAL PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location:
Total Fees: $54.00
This Payment: $54.00 Total ALL Pmts: $54.00
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 50.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
�
��`
�__ ,- �
«
v� � �� � ..-� : ( -.. � .
Project Address
Development Review Coordinator
75 South Frontage Road
Vaii, CO 81657
Phone: 970-479-2128
Fax: 970-479-2172
" Inspections: 970-479-2149
TOWN OF VAIL ELECTRICAL PERMIT APPLICATION
� q ► � P�c�Do c�!
Contractor Information
>UPL �C
(i r2.1 �/ t-
`� � �'`
� rV F �c �� ���� a �_ �i�-
Company: r p ;� �
Company Address: �{ � �C� c� �� l
`r-7i+ - 4 f'S u
Company Ph: Fax: _S�� —�--���
Contact Name: � 4 �E '��,�N�,
Contact Ph: `� ` � `� �L �� ��
E-Mail: �{'���C�V1,E�.(�l � C�L.b�� « � ��
Town of Vail Contractor Registration No: ���� �
, a
X �z%�=�-�.�. �,�
�,.e
Contractor Signature (r q red)
Property Information
Parcel #: �� D � ( J� � "j V I �
Legal Description: Lot # Blk #
Subdivision:
Job Name: �� {� � �/1�}I �- �l (.i ( �%C
Owner Name: 'f� � LIM �'�� �v C-� c�`'>�
Project #: _�T �� � � -�(J e� �
Building Permit #: �( .�(�i-1 �
Plumbing Permit � �'�W��
Detailed Description of Work: '�.��v�,�:��j`�,f�� U�
_J
Pc�Z�"-��'7 _ ���' C: I12.1C.
(Use additional sheet if necessary)
COMPLETE SQ. FOOTAGE FOR AREA OF WORf< AND
VALUATION OF WORK (Labor & Materi
Amount of SQ Ft � � f��2 �J t D�.
Electrical $ `��
Work Class:
New Q4 Addition ( ) Remodel ( ) Repair ( ) Other ( )
Building Type:
Single-Family ( ) Two-Family (�) Multi-Family ( )
Commercial ( ) Townhome ( ) Other ( )
Mailing Address: ��{� �3J'`�' ��`�E i�. ,�G� Date Received:
(For Parcel # Contact Eagle County assessors O ice at 970-328-8640 or visit
www.eaglecounty.us/patie)
Architect � Designer ( ) Engineer ( )
Name: '�{��, U�-'���
Phone: � ��'" c���l o
Fax: �-7 �7� f����
E-Mail:
..� � ,��� .�n. ,�
_uir� [tli�G
�� !
.�-�
� ���-���
�a��{Y r�6 2009
_._ �OWIV C�F' V�41 L
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
TOWNOFVAIL '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT Permit #: E09-0060
►� .
Job Address:
Location.....:
Parcel No...:
4918 MEADOW DR VAIL
210113104017
OWNER LUPINE LLC 05/19/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT MOUNTAIN ELECTRIC
P. O. BOX 131
GYPSUM
CO 81637
License: 105-E
CONTRACTOR MOUNTAIN ELECTRIC
P. O. BOX 131
GYPSUM
CO 81637
License: 105-E
05/19/2009 Phone:970-524-7115
05/19/2009 Phone: 970-524-7115
Desciption: WIRING FOR NEW TWO-FAMILY DWELLING
Valuation: $60,000.00 Square feet: 6200
Project #:
Status . . . :
Applied . . :
Issued . . .
Expires . .:
PRJ08-0288
ISSUED
05/19/2009
09/03/2009
03/02/2010
**.,,.�.<.,,«..�***��******,,,�.,,.�„*���**.,****«*.,*,,,,..*.�..�„�„*«*«*«« FEE SUMMARY **.*...�.*****«*****....�,,.**„*„*�«**.*...*,,.�*#****«*«****...�,.<..*„*.*
Electrical Permit Fee--------->
Investigation Fee-------------->
Will Call Fee-------------------->
$279.45 Total Calculated Fees--> $283.45
$0.00 Additional Fees----------> $0.00
$4.00
Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $283.45
Total Calculated Fees-------> $283.45 Payments-----------------> $283.45
BALANCE DUE----------> $0.00
*.«�***.�.,,««.�.**.**********,.....*„***.*«**«*«**.*«****.�**.,,�.*..*.,,.***«*.,**.***..*..**„*«**«„****..,.*.*****.,*«****«**..*.**..,********.*�*...«*.,,..****„**«*.,*
APPROVALS
Item: 06000 ELECTRICAL DEPARTMENT
05/20/2009 JLE Action: AP
,...,,,�,.�.,,,�,.��„�����„*�*,,,.�,,,,«„�..*.*��,.«*„*„**«�.,.,...,,�,..,.�..�.,,,.*.�****«*..******.,.�.*«*«**.,*.....*.,��***«*****��....*.***.,*„«*«***..,<„«.**„**�**„**.,*.,*..
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
,,,,�..��*����*,,.,.,�,,.,,�,,.,,,.�,..«���„�„��****.**,,,�..,..,,�,,,.,,.,,..�.�„��.�.,,��.*�*��**.*****,,..�*��.**.**,,.,�.,.,,�*«,,.�****�,,,�,,.,,����...,.«*„***„*„«��,,.,,�„���„��.��,,.*.,,
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that
all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and
Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE
OFFICE FROM 8:00 AM: 4 PM. .�'_,./
TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
" Signature of OwnerJor Contractor
I`l� r C N- �1-�C, l�c��0,�
Print Name
elec_prm_041908
� r� r��
Date
******************************+*****************+*******************************************
TOWN OF VAIL, COLORADO Statement
*******************************+*********+**********+***************++**********************
Statement Number: R090001135 Amount: $283.45 09/03/200904:09 PM
Payment Method: Check Init: SAB
Notation: 4209-MOUNTAIN
ELECTRIC
-----------------------------------------------------------------------------
Permit No:
Parcel No:
Site Address:
Location:
E09-0060
2101-131-0401-7
4918 MEADOW DR
Type: ELECTRICAL PERMIT
VAIL
Total Fees: $283.45
This Payment: $283.45 Total ALL Pmts: $283.45
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code
--------------------
EP 00100003111100
WC 00100003112800
Description
------------------------------
ELECTRICAL PERMIT FEES
WILL CALL INSPECTION FEE
Current Pmts
279.45
4.00
-----------------------------------------------------------------------------
Development Review Coordinator
75 South Frontage Road
`'�� Vail, CO 81657
Phone: 970-479-2128
_�
! Fax: 970-479-2172
���� � a Inspections: 970-479-2149
TOWN OF VAIL ELECTRICAL PERMIT APPLICATION
Project Address
��4 8 C��-�
Contractor information
Company: ��g(� �}�,11�1 � L CG�� C .��-
Company Address: � `� �
Company Ph: �-� � '—� SJ� Fax: �o�� -� d7 � �
Contact Name: � I��'
Contact Ph: �� � r�j �� Cell: �c�vVv�-�
E-Mail: �� �'2i I�el� � COL-��, Nl� �
Town of Vail Contractor Registration o: C.. °� ��
X
Contractor Signature (required)
Property Information �
Parcel #: �, j � r ��� ���
Legal Description: Lot # �. �_ Blk #
Subdivision: �j t � �p (Z � ��
Job Name: � 11' �l 1�� L�.L.
Owner Name:
Mailing Address:
(For Parcel # Contact Eagle County assessors Office at 970-328-8640 or visit
www.eag lecounty. us/patie)
Architect ( ) Designer ( ) Engineer ( )
Name:
Phone:
Fax:
E-Mail:
�
��3.��
Project #: �! 1C� V� V v�
Building Permit #: �� � C7 'v� l �
Plumbing Permit #: [i v��L% ii� �
Detailed Des�tion of Work:
0�
'Du P� �x
R
�
(Use additional sheet if necessary)
COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND
VALUATION OF WORK (Labor & Material) �io%�l�
Amount of SQ Ft �-��
Electrical $ � �Fj
���
Work Class:
New (� Addition ( ) Remodel ( ) Repair ( ) Other ( )
Building Type:
- Single-Family ( ) Two-Family (� Multi-Family ( )
i
Commercial ( ) Townhome ( ) Other ( )
Date Received:
[�C��OM�
D
���� �._ � ����
TQ� � � � F�:� ,'°� � � w
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES
:
TOWNOFYAfL '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT Permit #: E09-0060
NDUP
Job Address:
Location.....:
Parcel No...:
4918 MEADOW DR VAIL
210113104017
OWNER LUPINE LLC 05/19/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT MOUNTAIN ELECTRIC
P. O. BOX 131
GYPSUM
CO 81637
License: 105-E
CONTRACTOR MOUNTAIN ELECTRIC
P. O. BOX 131
GYPSUM
CO 81637
License: 105-E
05/19/2009 Phone: 970-524-7115
05/19/2009 Phone:970-524-7115
Desciption: WIRING FOR NEW TWO-FAMILY DWELLING
Valuation: $60,000.00 Square feet: 6200
Project #:
Status...:
Applied . . :
Issued . . .
Expires . .:
PRJ08-0288
ISSUED
05/19/2009
09/03/2009
03/11 /2010
***�*.***„**..,,�..�.*.�*„*,,,.«*.«*.,,,��...,�..�**«**„*****.,,.,,<.,,.,,.,,,, FEE SUMMARY .,.*�********,,,,,...,��.�*,.�****„**.,*�*...***�***„**,.«**..*.,,<„�„*„�**„*�**.,,
Electrical Permit Fee--------->
Investigation Fee-------------->
Will Call Fee-------------------->
$279.45 Total Calculated Fees--> $283.45
$0.00 Additional Fees----------> $57.50
$4.00
Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $340.95
Total Calculated Fees-------> $283.45 Payments-----------------> $340.95
BALANCE DUE----------> $0.00
..,,,...,.,.,*��.,,,«*«****.,**.,,.,,,...,,�**«*�****.****�..,,,�„�*«*„�***********.,,,�,,,,�,,.*„***�*««***.,**,,,,,*,,.,,.**�**„�*..***,,.,,,�,�,,.«**.***„*****.,�.,.*.,.�.**„*«„****...
APPROVALS
Item: 06000 ELECTRICAL DEPARTMENT
05/20/2009 JLE Action: AP
�„��,,..,,.,,*�„*�.,,.*.,...*.,,..�„*,..*,.*„******�,.,,�.,.,,.,��**.*.**.*****,,.*.,,,,.,*,,.��,�„**,,.*.*,,.,,,,,.�„�„�*„�„*„****„«,,..,,,«�.,*«*«*****.«.,,�.,�«.,�.,�„�««*.,*.*,,.,,<.,,,.,..,,��
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
����*.�*..*..«.«,...,,�,,.�„�.,«„�«*,,.*..*,,,.«„�,,.,,�����«*„��«*.*****,,,,,.,,�.,,,.,,,�«.,,.�.,�«�„�,,. **..,,�,,,.�,.��„�«��***.,.,,���,..,,�,.�.,**,.****.,.,,,..,�*�,.*,.«*******�*,.,,,,,,,,�.�*,.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that
all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and
Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE FROM 8:00 AM -�M.
/
. � �: :.
Signature of,S�Gvner or Contractor
1
� .��..Vj t� C-C' � �� �s'�L�
Print Name
elec_prm_041908
Date
�
**********�*********************************++**********************�********+**************
TOWN OF VAIL, COLORADO Statement
*********+*+*************************++***************++************************************
Statement Number: R100000918 Amount: $57.50 07/26/201001:46 PM
Payment Method:Credit Crd Init: DDG
Notation: credit card
4042
-----------------------------------------------------------------------------
Permit No: E09-0060 Type: ELECTRICAL PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location:
Total Fees: $340.95
This Payment: $57.50 Total ALL Pmts: $340.95
Balance: $0.00
***********�****+***************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 REINSPECTION FEE 57.50
-----------------------------------------------------------------------------
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
. ,.
TOWNOFYAII, '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149
MECHANICAL PERMIT
NDUP
Job Address: 4918 MEADOW DR VAIL
Location.....: BOTH UNITS
Parcel No...: 210113104017
OWNER LUPINE LLC 07/20/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT ERIC'S DRAIN & HEAT SERVICE 07/20/2009 Phone: 970-524-0743
P.O. BOX 5761
VAIL
CO 81658
License: 211-M
CONTRACTOR ERIC'S PLUMBING & HEATING IN 07/27/2009
PO BOX 112
GYPSUM
CO 81634
License: 425-M
Phone: 970-524-0743
Desciption: IN-FLOOR RADIANT HEAT SYSTEM, BATH/BOILER/KITCHEN
RANGE/CLOTHES DRYER VENTING, SNOW MELT
Valuation: $95,000.00
Permit #: M09-0111
Project #: PRJ08-0288
Status . . . : ISSUED
Applied . . : 07/20/2009
Issued . . : 07/27/2009
Expires . .: 01/23/2010
..�.�.,......,.���...����......,�..�....� ...........................,�.�.�......,...FEE SUMMARY����......<.<....,..,.,.<....,........«���,.*.....».����....,�.�......�.«»...........,...
Mechanical Permit Fee---> $1,900.00 Will Call------------> $4.00 Total Calculated Fees---> $2,379.00
Plan Check-------------------> $475.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $2,379.00
Total Calculated Fees--> $2,379.00 Payments-----------------> $2 379.00
,
BALANCE DUE---------> $0.00
.,....��......,..,....����....�.,....,�....<,�x..�.�.�*...�...,.....> ....................«<...<.�.....�...«.**�*.��.��...,.>................�.....**�*.+��.<,.�.��,.«...........<...<,.�..,........
APPROVALS
Item: 05100 BUILDING DEPARTMENT
07/27/2009 cg Action: AP
.....�..�....,.,.....,�.�.�...�.� .............<�.�.�.<.,��,.,...........,�,�,�,�,��......�*��*�...,�*....**�„�...��*..�»...,.,�......x.....,�,.....*��*,.<.........,�«......,�x.��.��.,.�..�**....*���»»..
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond: 23
(BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond: 25
(BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC..
Cond: 31
(BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
...««....,..,.�..�«�.��..,��..*.��.�.�....�,.,,.�.�.�.�..�.���.,.<,..�.....�..,..,.«�<.<......�...�.���««�.....#...�...�,+,�,�,.�««<..<..«..�........,.,.,.��.��«...���.....�....��...��.......�...
mechcanical_perm it_041908
DECLARATIONS
I hereby ackrr�wledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required �s correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
accordfing to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTI N SHA B
AM - 4 PM.
L �nature f O��r
� (�
Print Name
mechcanical_perm it_041908
MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
contr tor
n ��
7°��- � �"
Date
********************************************+***************************�*************+*****
TOWN OF VAIL, COLORADO Statement
**************+********************************�+*****�*************************************
Statement Number: R090000911 Amount: $2,379.00 07/27/200901:31 PM
Payment Method: Check Init: JLE
Notation: 7917 ERIC'S
PLUMBING & HEATING
-----------------------------------------------------------------------------
Permit No: M09-0111 Type: MECHANICAL PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location: BOTH UNITS
Total Fees: $2,379.00
This Payment: $2,379.00 Total ALL Pmts: $2,379.00
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 1,900.00
PF 00100003112300 PLAN CHECK FEES 475.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
TOV Project #: Ar� s' d�°�v�'�2�
Building Permit #: (3 ��t - ��'7
�' Mechanical Permit #: (�IOq-r ( l I
�,�`�F'�� ' 970-479-2149 (Inspections)
TOWN OF VAIL MECHANICAL PERMIT APPLICATION
75 S. Frontage Rd. Permit will not be accepted without the following:
Vail, Colorado 81657
, Provide Mechanical Room Layout drawn to scale to include: �, , � y
�'�i Mechanical Room Dimensions �>> I�_, I� �v1 L�
�o Combustion Air Duct Size and Location i'�
`c, Flue, Vent and Gas Line Size and Location j; � ,JU� ��� 2009
� Heat Loss Calcs. ; ���
� Equipment Cut/Spec Sheets ' -�.,..����� x�� �����
Mechanical Contractor:
���CS o"t5j(� � �fi�C: �%U�.�
E-Mail Address:
Contractor Signature:
CONTRACTOR
ITown of Vail' c
msrR� �.'.�
�F'ORMATION
No.: Contact Pers n and Php �e#'�y
� 7 � `! ,- `;'7 `,J
c:✓z► 3�iv-�iSZ� - �
Fax#: �d i� - � v ; ��.
��� �
COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials)
MECHANICAL: $ � �j � C7 (;� �
Contact Eag/e County Assessors O�ce at 970-328-8640 or visit www, eaQle-couniv. com for Parce/ #
Parcel # '�., �� i. i� i G"�t. C� ['7
]ob Name: �� ,,� � �1 �
Legal Description I Lot:
Owners Name: ,
��,� �� ��
Engineer:
Detailed description o�wor
U�.�t�'�'� �- °;;�vG tn�
Block: Filing:
� Address: PG i � >
Address:
Job Address: , � r.. ,_ `����-' ��1v � i0! � Q,
Subdivision: � . vcc i t^
Phone:
�c7�-f3 ( j
.�nFic�c�a` tt�r�-�c- S-�s-�cm �'t;r� �;!?ieY .r ��-h �k=hu�s � - �,,1�
^.� — � �2t� �." t/-t/�T` N`a--cZy� s i�1.�vw_�f-F---
Work Class: New �f Addition ( ) Alteration ( ) Repair ( ) Other ( )
Boiler Location: Interior (� Exterior () Other () Does an EHU exist at this location: Yes () No ()
Type of Bldg: Single-family ( ) Duplex (�J Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/Type of Fireplaces Existing: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burnin ()
No/Type of Fireplaces Proposed: Gas Appliances (�" Gas Logs () Wood/Pellet () Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes () No (�"
************************FOR OFFICE USE ONLY*****************************
Other Fees: `Date Received:
�
Accepted By:
� ^�
F:\cdev\FOR S\PERMITS\Building\mechanical�ermit 11-23-2005.DOC il/23/2005
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
.�
TOWNOFVAII, '
Town of Vail, Community Development, 75FSouth Frontage Road, Vail, Colorado 81657
p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149
MECHANICAL PERMIT
NDUP
Job Address: 4918 MEADOW DR VAIL
Location.....:
Parcel No...: 210113104017
OWNER LUPINE LLC 11/18/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT SKYLINE MECHANICAL
P.O. BOX 1258
GYPSUM
CO 81637
License: 121-M
CONTRACTOR SKYLINE MECHANICAL
P.O. BOX 1258
GYPSUM
CO 81637
License: 121-M
11/18/2009 Phone:970-524-6809
11/18/2009 Phone:970-524-6809
Desciption: INSTALL ONE GAS FIREPLACE (GAS PIPING BY OTHERS)
Valuation: $6,000.00
ALL TIMES
Permit #: M09-0259
Project #: PRJ08-0288
Status . . . : ISSUED
Applied . . : 11/18/2009
Issued . . : 11124/2009
Expires . .: 05/23/2010
.,.��..,�w����....�..���..�.�.������......�.�«�.�.����.,....:.....�.�.���..�..,�,.,.FEE SUMMARY��.��,.�.��*�....�,�<..�.���.����.����«.�«.,�..,.�,.�...«�.....�..,.,.��.....�<.......<
Mechanical Permit Fee---> $120.00 Will Call------------> $4.00 Total Calculated Fees---> $154.00
Plan Check-------------------> $30.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $154.00
Total Calculated Fees--> $154.00 Payments-----------------> $154.00
BALANCE DUE---------> $0.00
>.....,, .............,.,,��...<.......,��,.���.��.,.,...�x.�,.,..��...��..,.........,.�����<.<�..�...,.��......:.:<...,.�.,..�����...,��....«..��.�,�.�.*��.�.���...,�.�,�«�..�<.�«..«.�..�.��:...�....
APPROVALS
Item: 05100 BUILDING DEPARTMENT
11/18/2009 JLE Action: CR CHECKBOXES ON APP NOT FILLED OUT. EMAILED JUSTIN.
11/19/2009 JLE Action: AP
«....��......�...,�..,.....�..����.�............�,.����..�.�.......,��..�����.......�,.,.�������«...�..�,�����.����������<..�.�...,.,�..�*���������..�.,..*�.�*�*����..�...�.**��*��..,......,+�*�**.
CONDITION OF APPROVAL
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond:25
(BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: CON0011196
SEPARATE PERMIT REQUIRED FOR GAS PIPING BY OTHERS
.,,.<...x�..���....,..��,.�..����...,.��...���..�.,.�...��...�....��...���><...�...,���.�.:..�.�.��..��«�«�:�....,....�........�..�..�.«�,.�..........������:*.:.�...,..�.,.....�.����,��....�.��
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to compiy with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM - 4 PM.
���
Signature of Owner or Contractor
� �v "> f-r n/ �e�, %SL /✓
Print Name
mechcanical_permit_041908
r�r� ��-��
Da e
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
***************************************************�**************************+*************
Statement Number: R090001706 Amount: $154.00 11/24/200901:23 PM
Payment Method: Check Init: JLE
Notation: 15987 SKYLINE
MECH
-----------------------------------------------------------------------------
Permit No: M09-0259 Type: MECHANICAL PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location:
Total Fees: $154.00
This Payment: $154.00 Total ALL Pmts: $154.00
Balance: $0.00
************************************++******************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 120.00
PF 00100003112300 PLAN CHECK FEES 30.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
IYov 19 2009 10:31RM Skyline Mechanical, Inc. 9705246810
p.l
M ECHANICAL PERMIT
Boiler/Fumace Annli�+�n..c Mucr i.,..��.ae.
o Mechanical Room �ayout/Plan with Dimensions
� Combustton Alr Duct Size and Location
Q Flue or Vent Size
❑ Gas Piping Plan (iF applicable)
o Heat Loss Calculations*
❑ Equlpment Cut Sheets for Boiler/Furnace
'�Not r�qtdred fnv�same s�lie (BTUJ boller re�placerrren[ w!U► na syslem
a�e AnaliLtions MUST�include�
Equiprnent Cut Sheets for Fireplaces/Log Sets
(Manufacturer's info shawing make, model & approval Iisting)
. � . �
�
.
�
d�an9esr or snow me/l
,......�._.......___............_... ._._ .. ................ ._ ... �.3� �' a9-� : ou�� �od �
� . . ...
E ProJect 3treet Addross: OfNce Use:
� 4-4' 1� t1rL�°A }7oW ,� j� ProJect#: I IW O�—� ��
� (Number) (Sfreet) (Suite #) �� �'r/'rq � �
Building Permit#: —�,� S� �i
? Building/Complex Name: 1,,1 /��;I �cG�
E Mechanica( Permit #: I�I U-1 r� c� 1
,.,, ...,.. _... ,_,.......,�.., ,......_�,., � �.�.� ........ . ......... . . ...... ..
; Corrtractor Infor atPon: � �* Lot#: Block # Subdivision:
' Company: � C' y'` t�-�Gr _ b�Jt C�{!��[..//c.4L
' � Detailed Descrl tion of Work: �' (.r( /7 �
� Company Address,l3 � �I/� vA�� �,� ��,,Ze-O p - - - �-T----
` l -�✓�S'fAt / cc t/� � ;
; Cfty: �� f��S'fl /t� 5ta�e: �Zip: �/ (v 3� � ; :
' Contact Name: :TUS�/•i/ n�Q �/j ,4t 2_ �� R- e O�. I�C �P i
' - - ��.
i. Contact Phone: .5 dZ �— � O O p =(use additional aheet if necessary) �
; < ,
i E-Mai! �'T [1S f/�i/ r� S r�c�''L/�/�L� �'�Q„�I'/ C•� L. C cf M �
4 ❑ as Plping Induded ;
i Town of Vafl Contractor Registration No.: _� v'� I /li( ;� Gas Piping by Others ;
' ;� Wood to Gas Fireplace Conve�sion ;
' r ;
' x ��.� ..... .................�..... K..:......;....,,..,..,.«....�;........,....�•..�_,.,.-,,.,,..F......... �
� ; 80118f �OCa�lOfl: ...... , _,......,�,...,. >. ,., .,� ..,.<...,.;:
' Contractor SI ture (requfrod} t
'...........,..,.....,.._,..,�.....,�.,....u.:..:,...v,, ..„......,......,...�.._.... ._ ......__. .. , tnteriar� ;
� . , . . Exterior (
� ) Other ( )
: Property Information _ . . . ...... _... ...,: ,_. .,..._,.,. ...... ...,, _. .
I� • .. .,,......�, .......::..:.�....._.�.....,.....,w�..a,..:.,�- <
� Parcel #: �c. I � / - i �/ �- Q � _ Q � '% ` Number of Exlatin� Fireplaces;
�(For parcel #, carrtact Eagle County Assessors office at 970-32�6640 or � Gas Appliances Gas Lo WoodlPellet
� visit www.eaglecounty.uslpatie) :. .. .. ,N .M... ;
..., ....,....: . _...,.._...... ,. ,............ ..:•...:..............,..,. ......,.. _ ................. .'
E� Number of Proposed Fireplaces:
Tenant Narne:
� (Commercial P�operties) > Gas Appliances � Gas Logs Wood/pellet
� owner Name: L c � D r.t14o L L G � Type of Buildin ... ... .. ... . ...� ...._ . .... :... .. ,.,. ,....,... ,.... �_,. .......,,,.,..... ...._ . ;�
� g.
..
, ,.
�..., _.,.............,........,.:,,,.....,..�.,_ .............:...:..............,.. .,. .,... '
,,...__.. . ................................... ..�Sin le-Famfl .
; Gomptete Valuation ior Mechanical Pertnit: ; g Y( ) Ouplex j� Mult�-Farrtil �� �
\ y ( ) Commercial
� ., Restaura�rt
; _ -
i Mechanical $: � . .... „.......... . _ � .... � .....�. _... ,
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TOWfV OF VAIL __�� .Ml
y
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
.�
TOWNOFVAlI. '
Town of Vail, Community Development, 75�South Frontage Road, Vail, Colorado 81657
p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149
MECHANICAL PERMIT
NDUP
Job Address: 4918 MEADOW DR VAIL
Location.....:
Parcel No...: 210113104017
OWNER LUPINE LLC 11/18/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT SKYLINE MECHANICAL
P.O. BOX 1258
GYPSUM
CO 81637
License: 121-M
CONTRACTOR SKYLINE MECHANICAL
P.O. BOX 1258
GYPSUM
CO 81637
License: 121-M
Desciption
Valuation:
11/18/2009 Phone:970-524-6809
11/18/2009 Phone:970-524-6809
INSTALL ONE GAS FIREPLACE (GAS PIPING BY OTHERS)
$14,000.00
ALL TIMES
Permit #: M09-0259
Project #: PRJ08-0288
Status . . . : ISSUED
Applied . . : 11/18/2009
Issued . . : 11/24/2009
Expires . .: 05/23/2010
.,..,.�..����...��.����......��,,....�.«.,�.....<.«�����....x...��.«,���«........FEE SUMMARY.�..��...<..�..«..�....��W.,�.<.��..�...�....�..�......���...<.....��<..�....�.......
Mechanical Permit Fee---> $280.00 Will Call------------> $4.00 Total Calculated Fees---> $354.00
Plan Check-------------------> $70.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $354.00
Total Calculated Fees--> $354.00 Payments-----------------> $354.00
BALANCE DUE---------> $0.00
.>������.....»�.��....��.�..�...+�..���.�<.��...�«..,...��<.�.�.�.:..�..���....,,.,..�..».�.�����..��...<..�...�.�..«...,.�..��....�.��.��,....�..��...:...,..�,...<...�.:�....��..�.,..�...�..
APPROVALS
Item: 05100 BUILDING DEPARTMENT
11/18/2009 JLE Action: CR CHECKBOXES ON APP NOT FILLED OUT. EMAILED JUSTIN.
11l19/2009 JLE Action: AP
01/15/2010 JLE Action: AP REVISION TO ADD TWO FIREPLACES APPROVED
�......�..�..�...,..�..,..�,����...���,.,..«....���.���...�..,.,.�.......���<...�.�.�...�.�.�...:.�.�..�,..,.�...��..��.�<....�.»,�.���.....�...���«..�.....<...��..���.�.,.«���.......��.��....
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 25
(BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: CON0011196
SEPARATE PERMIT REQUIRED FOR GAS PIPING BY OTHERS
«�......<..�.,��.....�.�..,.�.�<......,..<.«���....:.,.��.�.�.....�....�..��.��....���....»��.,.........,.,..�....�...�...�.�,....<........�«,�...���..,......,.����,..,.«.�........�.�..........�
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM - 4 PM. �
, - --�'---�""� � ��� � ����� � i'�G'
Signature of Oye(�er or
mechcan ical_permit_041908
Date
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
***********�********************************************************************************
Statement Number: R100000042 Amount: $200.00 Ol/20/201011:55 AM
Payment Method: Check Init: SAB
Notation: 16237 SKYLINE
MECHANICAL
Permit No:
Parcel No:
Site Address:
Location:
M09-0259
2101-131-0401-7
4918 MEADOW DR
Type: MECHANICAL PERMIT
VAIL
Total Fees: $354.00
This Payment: $200.00 Total ALL Pmts: $354.00
Balance: $0.00
***************************************************+****************************************
ACCOUNT ITEM LIST:
Account Code
--------------------
MP 00100003111100
PF 00100003112300
Description Current Pmts
------------------------------ ------------
MECHANICAL PERMIT FEES 160.00
PLAN CHECK FEES 40.00
-----------------------------------------------------------------------------
Jan 14 2010 3:24PM Skyline Mechanical, Inc. 9705246810
p.l
TRANSMITTAL FORM
Revision Submittals:
1. "Field Set" of approved pians MUST aocompany revisions.
2. No further inspections will be perfnrmed until the revisions are approved & the permit is re-issued.
3. Fees for reviewfng revis(�ns are $55.00 per hour (2 hou� minimum), and are due upon issuanae.
._.____....r,.,......._..._...._...._........_....._.._....___....�._... ........... .............,.. �...._._ . .. . .... ....... . ... ....... ..... ....................... ................ .............................. .............. .... ....
Permit #(aj Informatlon applles to; Attentfon: (}Q Revisions �'
( ) Response to CoRection Letter �
rn O 9— �°7-5 9 '� � t�FC'/Q. _attached copy of cotrection letter '
( ) Deferred Subrnittal �
( ) Other ;
_.__.�_.._.__�.....m_......_.,._�..,M::.,,,.,.v..:�...,,�..m..�� ..............: ._,..,..,...,.�,..,.:µ..�.....:, ....... ..... . , ,
; Project Streat Address: .. ... ... .......�,.w..... _.... . . . .. ,._�.r,,,.......�M._ �,_.. ..���.....,.,,.,..�.,�_..,..�.,,,....,...�,..��. ,.....,.�..;
� %�-9' % � f� �� QQ w � � � Description / List of Changes: .- ;
� (Number) (Streetl (Suite #j � .� C,C�Y pC �ri/5'f� �L C�)
1 ; �
; BuildinglComplex Nama: ;� Q OI �'l a-c/A L �'/ 12 Q�� Ce (' —
Ccntact Information.�.�..�..n,....�.,.....,...,�._..��..�,,.r,..,..,�....,..,�M.,.d .fi�..,.. :.'..... w.... ...� �/ �Pf�'7� tG L o t.� � IQ. e� � C! SC'e
P� a�1��(I F/rQ Q GI�G�? i
Company: S�/C ! L� �.-tJ' P �P �c F�s�.v r c� L� �
Company Address: I�� A/� OA R/ D%Z ���I��� ���- a� � U S� d �,�
1
City; �,� P�'[t � staie: .�,_ zi�; � f'~/l� � P L�{ C e €
�
Contact Name: ��/.V o 2 �lA 2Y �
Contact Phone: J�� �- —�b 8 O 9 `
, • . . ;
i
E-Mail J�S�f'I.v 4 S' �cYL /�� M P� f{,� i r,y .�
Ce�;o( "
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Valuatlons (Labor 8� Material)) ;
Building;
Plumbing:
Ele�trical;
Mechanical:
Total:
!
�
$
(use addiHonal sheet If necessary) _�
. ......... ...... .. ,.,.. . ......,....._......w.,............. .. ...w_._ w.,,......,.._,._ ....._.. .,........_.....,_....._..., ._..;
$
Date Received:
$ �, ���, rl�
$ 0
., r , �
'
� � � Ll � �
JAN 15 2010
TOWN OF VA_IL
1•Sep-09
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
1bWNOFVAII, '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
PLUMBING PERMIT
NDUP
Job Address: 4918 MEADOW DR VAIL
Location.....: BOTH UNITS
Parcel No...: 210113104017
OWNER LUPINE LLC 07/20/2009
PO BOX 1057
MINTURN
CO 81645
APPLICANT ERIC'S DRAIN & HEAT SERVICE 07/20/2009 Phone: 970-524-0743
PO BOX 5761
VAIL
CO 81658
License: 257-P
CONTRACTOR ERIC'S DRAIN & HEAT SERVICE 07/20/2009
PO BOX 5761
VAIL
CO 81658
License: 257-P
Desciption
Valuation
Phone: 970-524-0743
PLUMBING FOR NEW TWO-FAMILY DWELLING INCLUDING GAS PIPING
$75,000.00
Permit #:
Project #:
Status . . . :
Applied . . :
Issued . . .
Expires . ..
P09-0068
PRJ08-0288
ISSUED
07/20/2009
07/21/2009
01/17/2010
�.......,,...,..,....<.....�����,.��.��.....�..,.......�.�...........�...........�. FEE SUMMARY �...,.,.,���..�..� .......................��.........,...�................,�...�.....
Plumbing Permit Fee---> $1,125.00 Will Call------------------> $4.00 Total Calculated Fees---> $1,410.25
Plan Check----------------> $281.25 Use Tax Fee------------> $0.00 Additional Fees------------> $82.50
Investigation--------------> $0.00 TOTAL PERMIT FEES--> $1,492.75
Total Calculated Fees--> $1,410.25 Payments-------------------> $1,492.75
BALANCE DUE-----------> $0.00
.*+, ...............,.......����*..**#�*...�...,.....�«�.<.....��....**...�..«......<.�<..�....,.....,..***..........,...<..««..>�<.»„�,.��...*�,.*.........«««.................�..<....<.....�««
APPROVALS
Item: 05100 BUILDING DEPARTMENT
07/20/2009 JLE Action: AP
...................,,.....,,.,>,.x<.<..,,,,........,..,,.,,,,,,,.,....�.,....,.r,..,...,......,,...............,........,,....,.,...,....,.....,...,.,.,..,.,x.,,�.,,...«....>....,...,....,..
CONDITION OF APPROVAL
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
...�..��..�...���<.....�.«...�.........�.�...,<,�.,...�..»...�..�.......,..��..�>.,.,. ..............,..�........�.<,.,.�*.....««*.,..........,.....���.....*..�««�.,.,.��.�........«...*�..�.«....
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION HALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM - 4 PM. �
� �-��"��
Si�nature of Owner or Contractor
� J2 � C LJ C �l V'�i2 L
Print Name
plmbpermt1_041908
Date
***************************************************************************************�****
TOWN OF VAIL, COLORADO Statement
**************+++++*++++****************++***************************************+*++*******
Statement Number: R090000877 Amount: $1,492.75 07/21/200909:08 AM
Payment Method: Check Init: LC
Notation: #7913/ERIC'S
PLUMBING AND HEATING
-----------------------------------------------------------------------------
Permit No: P09-0068 Type: PLUMBING PERMIT
Parcel No: 2101-131-0401-7
Site Address: 4918 MEADOW DR VAIL
Location: BOTH UNITS
Total Fees: $1,492.75
This Payment: $1,492.75 Total ALL Pmts: $1,492.75
Balance: $0.00
********************+***********************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
CL 00100003123000 CONTRACTOR LICENSES 82.50
PF 00100003112300 PLAN CHECK FEES 281.25
PP 00100003111100 PLUMBING PERMIT FEES � 1,125.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
m
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS GNED
Project #: �� 3- �9 � �- ��'.`3�
Building Permit #: � c �, — �p9.'7
Plumbing Permit #: �O�I — �Q(o�
� 970-479-2149 (Inspections)
T'OWNUFY�lI� TOWN OF VAIL PLUMBING PERMIT APPLICATION
75 S. Frontage Rd.
Vail, Colorado 81657 �,✓� � �
J
CONTRACTOR I ORMATION
Plumbing Contractor: ? Town of Vail g; No.• Contact and Phone #'s:
��Qj_ rc5 ('(�:n+►�;r�j„ . �jc;..Tiv.v� �►1C ms'r�r �3 f,� � L�ZiG .� ���`[� U
i' G Ll7. �: =f A�'t�.�ll� !"Y� �Sil�;��) S'�' f i' C�!"i� ��tI'"`i •� `Y j�� �"�.
E-Mail Address:
Contractor Signature:
5��i - 4� b ����.
COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $ 'T�, G�G
Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www, ea le-count , com for Parce/ #
Parcel# at r��.3 j��tQ i��
Job Name: C„�(� �}� � Job Address: '"�� ��'m �`� �^' D�-1 ��
�/c� t L
Legal Description Lot: �, Block: Filing: Subdivision: �. �� ;�
Owners Name: �v �,, n� Address: P�� �G �� ��'�,n.rl�n.� Phone: -3� C, -�� � S
Engineer: Address: Phone: ��v— ; 3 ��]
Detailed description of work:
t S T�'. T'C/iZ �I.1�1�- �1-iGts���- � rt�'�� � .
Work Class: New j� Addition () Alteration () Repair () Other ()
Type of Bldg.: Single-family ( ) Duplex (� Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes () No (
��*�::���:*,��:���:�+�����*x*�:����x���:�������FOR OFFICE USE ONLY����x�xx:��*������*��xx����:�:���:x,��,:�:��:
�I����UV�
COnt' � ��S ��c j ��
� JUL �y � 2009
��, � � p, 2� -� `� 82 � S� a��
�S TOWN OF VAIL
\\Vail\data\cdev\FORMS\PERMITS\PLMBPERM.DOC ^ � 1 u � J � ��
( � •��—
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07/26/2002
11-19-2010
Inspection Request
va�i �n _ (�it�
�%y;` C�`�
� ✓\�
��
Requested Inspect Date: Monday, November 22, 2010
Inspection Area: JRM
Site Address: 4918 MEADOW DR VAIL
A/P/D Information
Activity: B09-0097 Type: B-BLD Sub Type: NDUP
Const Type: 103 Occupancy: Use: IRC
Owner: LUPINE LLC
Contractor: HOLM CONSTRUCTION INC. Phone: 970-390-1315
Description: NEW TWO- L. WELLING
— -- - - � �
�
BLDG-Final C/O
VI CONSTRUCTION INC.
Exp:
�'
�
�
, Page 3
0
Status: ISSUED
Insp Area: JRM
Requested Time: 03:00 PM
Phone: 970-390-1315 CLAUS
Entered By: SBELLM K
/
�
l� �
�
���s�
��
Inspection Historv
�- �
Item: 10 BLDG-FOOTING "" Approved "*
06/25/09 Inspector: JRM Action: PA PARTIAL APPROVAL
Comment: FOOTINGS FOR A SIDE ONLY APPROVED EXCAVATION REPORT ADDED TO FILE
07/06/09 Inspector: shahn Action: PA PARTIAL APPROVAL
Comment: PARTIAL FOOTING AND THREE PADS OK.
Item: 502 PW-Rough Driveway Grade
Item: 20 BLDG-Foundation/Steel "" Approved *"
07/02/09 Insp�ector: BW Action: AP APPROVED
Comment: FOUNDATION WALL REBAR UNIT B(WEST) OK.
Item: 21 PLAN-ILC Foundation Plan "` Approved "
10/15/09 Inspector: bgibson Action: AP APPROVED
Comment:
Item: 22 PLAN-ILC FRAMING '* Approved �*
11/02/09 Inspector: bgibson Action: AP APPROVED
Comment:
Item: 30 BLDG-Framing "" Approved "'
/;
10/28/09 Inspector: cg Action: CR CORRECTION REQUIRED
Comment: 1 FRAMING fLC REQUIRED
2 FIREPLACE PERMIT AND INSPECTIONS NOT COMPLETED
3 SUBMIT UPDATED STRUCTURAL PLANS TO TOWN OF VAIL
4 ADD FURRING STRIPS/NAIL PLATES AT NORTH KITCHEN WALL
5 TEMPERED WINDOWS REQURIED PER PLANS. GLASS IS NOT LABELED
6 PROVIDE DOCUMENTAION ON WINDOW U-VALUE. NO STICKERS ON WINDOW. .32 U
ALUE REQUIRED PER RESCHECK
8� NAIL PIATES ON SOUTN WA�LL OFDFICEIMISSINGIPES AND WIRES
9} OBTAIN ENGINEERS APPROVAL FOR DELETING INTERIOR SHEAR WALLS, OR INSTALL
h'ER PLANS
10) FIX CEILING JOIST AT MECHANICAL ROOM
11/02/09 Inspector: Martin Action: CR CORRECTION REQUIRED
Comment: Still did not submit items from previuos.corrections
11/05/09 Inspector: BW Action: AP APPROVED
Comment:
03/19/10 Inspector: JRM Action: AP APPROVED
Comment: FRAMING FOR B SIDE UNIT APPROVED
Item: 50 BLDG-Insulation "' Approved **
11/10/09 Inspector: cg Action: COND APPROVED/CONDITIONS
Comment: COMPLETE FIREBLOCKING/DRAFTSTOPPING AT DROPPED CEILINGS
REPT131 Run Id: 12196
J/-� l�
Z,�
03-10-2010 Inspection Request Re orting Page 11
4:25 p m — -- - -�Lail, C� =�itY� -- -- -- - -- . _ . _ _ .
Requested Inspect Date: Thursday, March 11, 2010
Inspection Area: SH
Site Address: 4918 MEADOW DR VAIL
A/P/D Information
Activity: E09-0060 Type: B-ELEC Sub Type: NDUP
Const Type: Occupancy: Use:
Owner: LUPINE LLC
Contractor: MOUNTAIN ELECTRIC Phone: 970-524-7115
Description: WIRING FOR NEW TWO-FAMILY DWELLING
Re_quested Inspection(s)
Item: 190 ELEC-Final
Requestor: MOUNTAIN ELECTRIC
Comments: 376-6455
Assigned To� J N AGON
Action. Time Exp:
I •�1,
; ��- �
Status: ISSUED
Insp Area: SH
Requested Time: 08:00 AM
Phone: 970-524-7115 -or- 471-
6155
Entered By: JMONDRAGON K
Inspection History
Item: 120 ELEC-Rough *" Approved ""
10/15/09 Insp ector: MDENNEY Action: PA PARTIAL APPROVAL
Comment: A SIDE ONLY�PASS� B SIDE HAS NOT BEEN INSPECTED.
02/25/10 Insp ector: M ENN �' Action: AP APPROVED
Comment: B SIDE.
Item: 130 ELEC-Conduit
Item: 140 ELEC-Misc. " Approved "`
01/26/10 Inspector: MDENNEY Action: AP APPROVED
Comment: UN1T B SERVICE - 200 AMP.
Item: 190 ELEC-Final
REPT131 Run Id: 11118
07-26-2010 Inspection Request Re orting Page 28
4:20 pm Vail, G_O=Gitv ��
Requested Inspect Date: Tuesday, July 27, 2010
Assigned To: JMONDRAGON
Inspection Type: ELEC
Inspection Area: SH
Site Address: 4918 MEADOW DR VAIL
A/P/D Information
Activity: E09-0060 Type: B-ELEC Sub Type: NDUP
Const Type: Occupancy: Use:
Owner: LUPINE LLC
Contractor: MOUNTAIN ELECTRIC Phone: 970-524-7115
Description: WIRING FOR NEW TWO-FAMILY DWELLING
Requested Inspectionls)
Item: 190 ELEC-Final
Requestor: MOUNTAIN ELECTRIC
Comments: 376-6455
Assigned To: JMONDRAGON
Action: � Time Exp:
Comment: `
/
Status: ISSUED
Insp Area: SH
Requested Time: 04:15 PM
Phone: 970-524-7115 -or- 471-
6155
Entered By: JMONDRAGON K
Inspection HistoN ' C �/� / ��
Item: 120 ELEC-Rough *" Ap p�re
10/15/09 Insp ector: MDENNEY Action: PA PARTIAL APPROVAL
Comment: A SIDE ONLY�PASS� B SIDE HAS NOT BEEN INSPECTED.
02/25/10 Ins� ector: M ENN �' Action: AP APPROVED
Comment: B SIDE.
Item: 130 ELEC-Conduit
Item: 140 ELEC-Misc. ** Approved *'`
Com/men� UN1T B SER�VIDCEN 200 AMP. Action: AP APPROVED
Item: 190 ELEC-Final "* Approved ""
03/11/10 Inspector: sgremmer Action: AP APPROVED
Comment:
REPT131
Run Id: 11747
��
03-16-2010 Inspection Request Re orting Page 2
_4_15 pm _Vail, CO - Ci�/ O�— —
Requested Inspect Date: Wednesday, March 17, 2010
Inspection Area: JRM
Site Address: 4918 MEADOW DR VAIL
BOTH UNITS
A/P/D Information
Activity: M09-0111 Type: B-MECH Sub Type: NDUP Status: ISSUED
Const Type: Occupancy: Use: Insp Area: JRM
Owner: LUPINE LLC
Contractor: ERIC'S PLUMBING & HEATING INC. Phone: 970-524-0743
Description: IN-FLOOR RADIANT HEAT SYSTEM, BATH/BOILER/KITCHEN RANGE/CLOTHES DRYER VENTING,
SNOW IylE-��
_ ,^
Requested Inspection(s) �.
Item: 390 MECH-Final �
Requestor. ERICS DRAIN & HEAT SERVICE
Comments: 390-4522
Assigned To: JMONDRAGON
Ac on: �,�� Time Exp:
���_ � -- .
�
V
�l
0
�
� ��� �
�
�
Inspection History �
Item: 200 MECH-Rough ** Approved *" `�
10/16/09 Inspector: NSC Action: AP Af�PROVED
Comment: bath fans and boiler flu exhaust. both units �;
Item: 310 MECH-Heating *" Approved "*
07/30/09 fnspe�ctor: JRM Action: PA PARTIAL APPROVAL
Comment: LOWER LEVEL OF BOTH SIDES IN FLOOR HEAT APPROVED 100 # AIR TEST
09/21/09 Inspector: c�g� Action: PA PARTIAL APPROVAL
Comment: DRIVEWAY SNOWMELT
10/16/09 Inspector: NSC Action: AP APPROVED
Comment: 100# test on all in floor heat in both units
Item: 315 PLMB-Gas Piping
Item: 340 MECH-Misc. '* Approved ""
12/29/09 Inspector: MDENNEY Action: AP APPROVED
Comment: EXHAUST SYSTEMS.
Item: 390 MECH-Final
Requested Time: 09:00 AM
Phone: 970-524-0743
Entered By: JMONDRAGON K
REPT131
�,
Run Id: 11125
�.
�
���s ' rZ�
07-28-2010 Inspection Request Re orting Page 18
4:23 pm Vail, CO - Citv O�
Requested Inspect Date: Thursday , July 29, 2010
Assigned To: JMONDRAGON
Inspection Type: MECH
Inspection Area: JRM
Site Address: 4918 MEADOW DR VAIL
BOTH UNITS
A/P/D Information
Activity: M09-0111 Type: B-MECH Sub Type: NDUP Status: ISSUED
Const Type: Occupancy: Use: Insp Area: JRM
Owner: LUPINE LLC
Contractor: ERIC'S PLUMBING & HEATING INC. Phone: 970-524-0743
Description: IN-FLOOR RADIANT HEAT SYSTEM, BATH/BOILER/KITCHEN RANGE/CLOTHES DRYER VENTING,
SNOW MELT
Requested Inspectionls)
Item:
Requestor:
Comments:
Assigned To:
Action:
Comment:
390 MECH-Final
390-4522
JMONDRAGON Q
Time Exp:
A ONLY FINAL
� ljti�
Requested Time: 01:00 PM
Phone:
Entered By: JMONDRAGON K
Inspection History
Item: 200 MECH-Rough " Approved '*
10/16/09 Inspector: NSC Action: AP APPROVED
Comment: bath fans and boiler flu exhaust. both units
Item: 310 MECH-Heating *" Approved *"
07/30/09 fnspector: JRM Action: PA PARTIAL APPROVAL
Comment: LOWER LEVEL OF BOTH SIDES IN FLOOR HEAT APPROVED 100 # AIR TEST
09/21/09 Inspector: c Action: PA PARTIAL APPROVAL
Comment: DRIVEWAY �OWMELT
10/16/09 Inspector: NSC Action: AP APPROVED
Comment: 100# test on all in floor heat in both units
Item: 315 PLMB-Gas Piping
Item: 340 MECH-Misc. '" Approved "*
12/29/09 Inspector: MDENNEY Action: AP APPROVED
Comment: EXHAUST SYSTEMS.
Item: 390 MECH-Final *" Approved *"
03/18/10 Inspector: JRM Action: PA PARTIAL APPROVAL
Comment: APPROVED SIDE A ONLY FINAL
REPT131 Run Id: 11752
0
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07-28-2010 Inspection Request Re orting Page 22
4�23 pm Vail,_S:� - Citv O�
A/P/D Information
Activity: P09-0068
Const Type:
Owner: LUPINE LLC
Requested Inspect Date: Thursday, July 29, 2010
Assigned To: JMONDRAGON
Inspection Type: PLMB
Inspection Area: JRM
Site Address: 4918 MEADOW DR VAIL
BOTH UNITS
Type: B-PLMB
Occupancy:
Contractor: ERIC'S PLUMBING & HEATING INC.
Sub Type: NDUP Status: ISSUED
Use: Insp Area: JRM
Phone: 970-524-0753, OFC
Description: PLUMBING FOR NEW TWO-FAMILY DWELLING INCLUDING GAS PIPING
Requested Inspection(s)
Item: 290 PLMB-Final
Requestor: ERIC'S DRAIN & HEAT SERVICE
Comments: 390-4522
Assigned To: JMONDRAGO�
Action: �Time Ex �
Comment: A ONLY FOR �C�..--
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Inspection Historv
Item: 210 PLMB-Underg round "" Approved "`
07/23/09 Inspector: shahn Action
Comment: both sides approved air test.
Item: 220 PLMB-Rough/D.W.V. "" Approved "`
10/13/09 Ins�pector: cg Action
Comment: SIDE A
12/29/09 Ins ector: MDENNEY Action
Comment: SI�E B.
Item: 230 PLMB-Rough/Water "" Approved ""
10/13/09 Inspector: cg Action
Comment: SIDE A
12/29/09 Ins_pector: MDENNEY Action
Comment: SIDE B.
Item: 240 PLMB-Gas Piping "* Approved "*
10/16/09 lnspector: NSC Action
Comment: 15# air test on as line for unit A side
12/29/09 Inspector: M�ENNEY Action
Comment: side B.
Item: 250 PLMB-Pool/Hot Tub
Item: 260 PLMB-Misc.
Item: 290 PLMB-Final '" Approved "'
03/18/10 Ins ector: JRM Action
Comment: AP�ROVED SIDE A ONLY FOR TCO...
REPT131
Requested Time: 11:30 AM
Phone: 970-524-0743
Entered By: JMONDRAGON K
AP APPROVED
AP APPROVED
AP APPROVED
AP APPROVED
AP APPROVED
AP APPROVED
AP APPROVED
PA PARTIAL APPROVAL
Run Id: 11752