HomeMy WebLinkAboutMIDDLE CREEK VILLAGE DESIGN REVIEW LEGALTOI4'NM
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 tax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design review must re@ive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission,
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval,
Description of the Request:
Location o-f the Proposal: Lot:_Block:
Physical Address:
Name(s) of Owner(s):
Mailing {ddress:16
Owner(s) Signature(s):
Name of Applicant:
2tolo a@7-(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
E-mail Address:
Type of Review and Fee:
B Signs
E Conceptual Review
n New Constructiontr Addition
tr Minor Alteration
(multFfami lylcommercial)
tr Minor Alteration
(singlefamily/du plex)
tr Changes to Approved Plans
n Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction ofa new building or demo/rebuild.
$300 For an addition where square foobge is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
For Office Use Only:
Fee Paid: Check No.:_ By:
MEMO May 6,2002
TO: Town of Vail, Planning & Environmental Commission
From: John Schofield
Re: Middle Creek Village
Design Review Board Submittal May l, 2002
I attended the May 7,2002, DRB presentation for the Middle Creek project and in my
absence I would like to pass on the following comments:
. The conceptual project as presented has come a long way toward the direction
that both boards gave last month.
o The decrease in site disturbance, the increase in open space, the preservation of
the trees along Middle Creek, and the learning center parking area are all great
improvements
. Try to provide for a north -south opening in the buildings to provide solar
penetration into the center plaza.
o Explore the possibility of adding an additional level of parking under the southem
buildings. I believe it would be possible to enter this additional parking level and
connect to the upper levels ofparking with direct access from the frontage road.
This configuration could possibly allow the access road to be shortened and used
only as fire and maintenance accessr I see the possibility for more units behind the western building and by stepping
down the eastem end of the main building.
. Pay attention to breaking up the mass ofthe long east/west roof lines
o Consider supplying storage for each unit inthe garage area
Keep going, I think the project is headed in the right direction.
%z
Department of Community Development
75 South Frontage Road
Yail. Colorado 81657
970-479-2I38
IrlX 970-479-2452
www.ci.vail.co.us
June 5, 2002
Mike Coughlin
140 E. 19th Ave. Suite 700
Denver, CO 80203-1035
Otis Odell
32065 Castle Court Suite 150
Evergreen, CO 80439
RE: Submittals for Middle Creek
Dear Mike and Otis,
The Community Development Department has reviewed the submittals for the final review ol the
major subdivision and the conceptual review of the development plan for Middle Creek. At this
time, the submittal for the major subdivision is not complete. No application was submitted and
no adjacent owners' envelopes were submitted. While I understand the necessity of moving
foruvard with the major subdivision, planning staff has found a section of the code (13-3-9) which
would allow us to schedule the major subdivision lor a Planning and Environmental Commission
hearing, and subject to agreement with the Planning and Environmental Commission and
applicant, the requesl can be tabled to anolher date. This way, the preliminary platting will not
expire and we can hold otf on the final platting until the development plan is finalized. However, a
complete submittal must be received by the Department of Community Development before I will
schedule it for a meeting.
In addition, I have received the plan for a conceptual review of the Middle Creek development
plan. However, I do not believe that the plan has been developed enough to warrant another
meeting with the Planning and Environmental Commission. I will, however, schedule it for a
conceptual review with the Design Review Board, if you would like.
Should you have any questions, please do not hesitate to contact me at 970-479-2369.
Sincerelv. ^,lfr;ru
Allison Ochs. AICP
Town ol Vail
{,7 ***o'^'"'
.fi -./ r: i3\" - rlrl
Department of Community Development
75 South Frontage Road
Vail. Colorado 81657
970-479-2138
FAX 970-479-2452
www,ci.vail.co.us
August 16,2002
Jim Yates
Fax: 479-0108
RE: Upcoming hearings for Middle Creek
Dear Jim:
I wanted to thank the residents of Spraddle Creek for their participation at the Planning
and Environmental Commission meeting on August 12,2002. For your information,
there will be additional hearings on the following scheduled dates:
o Design Review Board on August 21 ,2002 at 3:00 in the Town Council
Chambers.r Planning and Environmental Commission on August 26, 2002, at 2:00 in the
Town Council Ghambers.
These are the only two meetings cunently scheduled for Middle Creek. Should you
have any questions, please do not hesitate to contact me at 970-479-2369.
Planner ll
Town of Vail
{S*or"*rn o
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-21 38
FAX 970-479-2452
www.ci.vail.co.us
August 27,2002
Mike Coughlin
140 E. 1gth Ave. Suite 700
Denver, CO 80203-1035
Fax: 303-863-7100
RE: Middle Greek schedule
Dear Mike.
Below is an outline of Planning and Environmental Commission meetings and the
required deadlines for any submittal:
Final Review on September gth - full submittal by noon on Friday, August 30th
Final Review on September 23d - full submittal by noon on Friday, September 6th
The above submittal deadlines are based on the assumption that everything is complete
and that there will be no outstanding issues. lf there are any issues with code
compliance, the request will be tabled. I am including a Design Review Board
application, which includes a checklist for all submittal requirements. Any overlap with
the Planning and Environmental Commission submittals does not need to be re-
submitted. Should you have any questions, please do not hesitate to contact me at 970-
479-2369.
Sinperely, a71/ t Atlllll/r) | n/flvtl'l*Vixt-
Allison Ochs, AICP
Planner ll
Town of Vail
{,7 *u"'"'""o'"r
Department of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-21 38
FAX 970-479-2452
www.ci.vsil.co.us
September 17,2002
Mike Coughlin
140 E. 1gth Ave. Suite 700
Denver, CO 80203-1035
Dear Mike.
As you are aware, a conceptual review for Middle Creek is scheduled for consideration by the
Town of Vail Design Review Board for Wednesday, September 18,2002. The public hearing is
scheduled for 3:00 p.m. in the Vail Town Council Chambers, located at 75 S. Frontage Rd.
As you are also aware, on August 23,2002, and September 9,2002, the Town of Vail Planning
and Environmental Commission specifically requested that additional design information be
presented to the Commission. This information is especially important given that on August 21,
20Q2, the Design Review Board requested that your application be reviewed by an independent
consulting urban designer in an attempt to address concerns of building bulk and mass.
As you know, it is the responsibility of the Planning and Environmental Commission to review
projects pursuant to Section 12-61-13 of the Vail Town Code, which states, "building design with
respect to architecture, character, sca/e, massing, and orientation is compatible with the site,
adjacent propedies, and the sunounding neighborhood.' Given that the Design Review Board
has expressed concerns about bulk and mass, the Planning and Environmental Commission has
requested that they be provided with the Design Review Board's comments of the revised plans
prior to their final decision. Therefore, according to Section 12-61-12A-14, the Community
Development Department, acting as the Administrator, has deemed it necessary that the
conceptual comments and feedback of the Design Review Board in response to the revisions of
building bulk and mass be provided to the Planning and Environmental Commisston prior to
taking any formal action on your application. Should you have any questions, please do not
hesitate to contact me at 970-479-2369.
.n
Singerely, n/ //t,t. I il/Mff"trc
Ailison Ochs. AICP
Planner ll
Town of Vail
CC: Matt Mire, Town Attorney
John Schofield, Chairman, Planning and Environmental Commission
Clark Brittain, Chairman, Design Review Board
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ODELL ARCHITECTS
Name of Project:
Location:
Applicable Gode:
Gode Gheck by:
Building'A'
Middle Creel< Affordable
Housing
Vail, Colorado
I997 UBC
Tony Nutsch
O.A. Proiect Number:
Date:
0 120
7 -t2-02
SECTION
1. Occupancy Classification:
Principal Occupancy:
Others:
Chapter 3
R-i
A-3 Table 3-A
2. Occupancy Separation Required
Occupancy to Occupancy -+ Hours Table 3-B
to
to
R-1 A-3 --+ One ( 1) - hour Table 3-B
3. Construction Type:
4. Maximum Allowable Basic Floor Area:
lf adjacent to open area on two sides:
lf adjacent to open area on three sides:
lf adjacent to open area on all sides:
lf over one story:
lf Sprinkled:
Total Allowable Area:
Type V l -hour
10,500sq. ft.Table 5-B
Section 505.1.1
Section 505.I .2
Section 505.1 .3
10.500 sq. ft.Section 504.2
Section 505.3
21,000 sq. ft.
Building Area:
Area of living units (R-1
occupancy,
Area of community center (A-3
occupancy):
Total Building Area:
5. Maximum Allowable Height:
Feet:
Stories:Three (3) Four w/ sprinklers
I I,545 gross sq. ft.
737 gross sq. ft.
12,600 gross sq. ft.
Fifty (s0) ft.
Chapter 5
Table 5-B
ODELL A Rc H ITEcTS, P. C.
Archilecture Plann rng Interiors
Section 506
Building Height:
Feet:
Stories:
Approximately Forty-five (45) feet
Four (4) Note: sprinkled throughout
7. Fire Resistance of Exterior Wall$ -(see Occupancy Type and Construction Type)
ForType A-3 and R-1 Occupancies
Bearing:One (l) Hour Tables 5-A, 6-4
Non-Bearing:One (l) Hour Tables 5-A, 6-A
8. Openings in Exterior Walls {see Occupancy Type and Construction Type)
Group: R-1 occupancy, iype V- Nor permined less than five (5) feer Table 5-A
t hour construction Unprotected openings permitted
A-3 occupancy, type V-1 hour Not permitted less than five (5) feet Table 5-Aconstruction Protected less than ten (10) feet
Unprotected openings permitted
9. Windows required in Rooms:
Window Area required: l0sq. ft. minimunl 10%of floor Sections 3.10.4,
area in dwelling units 1203.2
Five-point-seven (5.7) sq. ft. in
sleeping areas
10. Pedestrian Walkways - size As specified in chapter 10 Section 310.4
required:
11. Minimum ceiling height in roonrs: Seven feet six inches (7'-6")Section 310.6.1
12. Minimum floor area in rooms: Seventy.(7O) sq. ft (not lessthan 7' Section3l0.6.2
m any olmenston,
13. Fire Resistive Requirements:
Exterior Bearing Walls:
Interior Bearing Walls:
Exterior Non-bearing Walls:
Structural Frame:
Permanent Partitions:
Vertical Openings:
Floors:
Roofs:
Exterior Doors:
Roof Coverings:
Boiler Room Enclosure:
Electrical Rooms:
Telecommunications Rooms:
One ( 1)
One (l)
One ( 1)
One ( 1)
One ( 1)
One ( 1)
One (1)
One (l)
Unprotected
Type B roof
ODELL ARCHITECTS, P.C.
Architecture Planning In teliors
H :, Projects\o | 20\Code Re!ie$ \VCkcode_Revie\v_bldg-A_07- I 2-02.doc
Hours
Hour Tables 5-A, 6-.{
Hour Table 6-,{
Hour Tables 5-A, 6-A
Hour Table 6-A
Hour Table 6-,{
Hour Table 6-,q
Hour Table 6-A
Hour Table 6-A
Hours
Hours
Hours
Hours
Hours
,/ 14. Stainray Construction:
Interior:
Exterior:
Community Room(Type A-3
Occupancy)
Any permissible material
2x wood or non-
combustible materials
15. Exits
Occupancy Load Basis (square feet per occupant)
The following floor areas were used to calculate number of occupants:
Section 606.4.2
Section 606.4,3
Table l0-A
Occupant Load = 49
[735 sq. ft. i ls]
One exit required
Table 10-A
First Floor Living Units (Type R-1 Occupant Load = 14
Occupancy)[7 units - 2,776 sq. ft./ 2001
Two exits reouired
Second Floor Living Units (Type R- Occupant load = 18
1 Occupancy)[8 units - 3,5 l3 sq. ft./ 200]
Two exits required
Third Floor Living Units (Type R-1 Occupant Load = 14
Occupancy)[7 unirs - 2,776 sq, fr../ 200]
Two exits required
ODELL ARcH ITEcTS, P. C.
Architecture Planning Interiors
H \Projects\o I 20\Code Review\MCkcode_Review,bldg-A _07- I 2-O2.doc
Table l0-A
Table 10-A
Table l0-A
-3-
O D E L L A R C H I T EC T S PC
Name of Proiect:
Location:
Middle Creel< Affordable
Housins
O.A. Project Number:
Date:
0120
Vail, Colorado
Applicable Code: 1997 LtsC
Gode Check by:Tony Nutsch
Building'B'
7-tz-02
SECTION
1. Occupancy Classification:
Principal Occupancy:
R-l Chapter 3
R-1 Table 3-A
2. Occupancy Separation Required
Occupancy to Occupancy -+ Hours Table 3-B
N/A
3. Construction Type:
4. Maximum Allowable Basic Floor Area:
lf adjacent to open area on two sides:
lf adjacent to open area on three sides:
lf adjacent to open area on all sides:
lf over one story:
lf Sorinkled:
Total Allowable Area:
Building Area:
Area of living units
Area of circulation
Area of mechanical
Total Building Area:
Type V 1-hour
10,500sq. ft.Table 5-B
Section 505.1.1
Section 505.1.2
Section 505. 1 .3
10,500 sq. ft.Section 504.2
Section 505.3
21,000 sq. ft.
8,328 sq. ft.
974 sq. ft.
394 sq. ft.
9,696 gross sq. ft.
5. Maximum Allowable Height:
Feet:
Stories:
Fifty (50) ft.
Section 506
Table 5-B
Three (3)
ODELL ARcH rrEcrs. P.C.
A rc h itec tu re Plann ing lnleriors
Table 5-B
Building Height:
Feet:
Slories:
Approximately Thrty-five (35) feet
Three (3)
7. Fire Resistance of Exterior Walls -(see Occupancy Type and Construction Type)
Bearing: One ( 1) Hour Tables 5-A. 6-.{
Non-Bearing:One (1) Hour Tables 5-A, 6-A
8. Openings in Exterior Walls -(see Occupancy Type and Construction Type)
Group: R-1 Occupancy, Type
V-1 hour construction
9. Windows required in Rooms:
Window Area reouired:
Not permitted less than five(S) feet Table 5-A
Unprotected openings permissible
l0 sq. ft. minimunq 10% of floor Sections 310.4,
area rn dwelling units
Five-point-seven (5.7) sq. ft. in
sleeping areas
10. Pedestrian Walkways - size required: As specified in chapter l0
310.5, 1203.2
Section 3 10.4
11. Minimum ceiling height in roonrs: Seven feel six inches(7'-6")Section 310.6.1
12. Minimum floor area in rooms: Seventy (70) sq. ft. (not less than 7' Section 310.6.2
in anv dimension)
13. Fire Resistive Requirements:
Exterior Bearing Walls:
Interior Bearing Walls:
Structural Frame:
Permanent Partitions
Vertical Openings:
Floors:
Roofs:
Exterior Doors:
Roof Coverings:
Boiler Room Enclosure:
Electrical Rooms:
Telecommunications Rooms:
1 4. Stairuvay Construction:
Interior:
Exterior:
One (l)
One (l)
Exterior Non-bearing Walls: One (l)
Hours
Hour Tables 5-A. 6-,{
Hour Table 6-A
Hour Tables 5-A. 6-A
Hour Table 6-A
Hour Table 6-,4
Hour Table 6-.4
Hour Table 6-,{
Hour Table 6-,{
One (l)
One (l)
One (l)
One (l)
One (l)
Type B roof
Unprotected Hours
Hours
Hours
Hours
Hours
Section 606.4.2
2x wood or non-combustible
materials
Section 606.4.3
ODELL ARcHITEcTS, P.C.
Architecture Planning Interiors
H:\Projects\O 120\Code Revie\r\lr,f Ckcode-Re\.iew bldg-B _07-t 2-01.d n - 2 -
Any permrssible material
15. Exits
Occupancy Load Basis (square feet per occupant)
The following floor areas were used to calculate number of occupants:
First Floor Living Units (Type R-l Occupant load = 12 Table l0-A
Occupancy)2,380 sq. ft. / 2001
Two exits required
Second Floor Living Units (Type R- Occupant load: 14 Table l0-A
1 Occupancy)2,777 sq. ft. /2001
Two exits required
Third Floor Living Units (Type R-1 Occupant load = 16 Table l0-A
Occupancy)3,171 sq. ft. i 2001
Two exits required
Number of Exits Required: One for each unit on frst level, Two (2)
on upper levels
ODELL ARcH rrEcrs, P. C.
Architecture Plann ing Interiors
H:\Projects\O 120\Code Review\MCkCode-Review-bldg-B _07- 12-O2.doc - 3 -
Table l0-A
r-
ODELL ARCHITECTS PC
Name of Proiect:
Location:
Applicable Gode:
Gode Gheck by:Tony Nusch
Middle
Housing
Creel< Affordable O.A. Project Number:
Date:
0120
Vail, CO
1997 UBC
7-12-02
Building'G'SECTION
1. Occupancy Classification:
Principal Occupancy:
Others:
Chapter 3
R-1
s-3 Table 3-A
2. Occupancy Separation Required
Occupancy to
N/A
Occupancy -+ Hours Table 3-B
s-3to
to
R-1 -+3 Table 3-B
3. Construction Type:
4. Maximum Allowable Basic Floor Area:
Garage (S-3 occupancy)
Living Units (R-l occupancy)
lf adjacent to open area on two sides:
lf adjacent to open area on three sides:
lf adjacent to open area on all sides:
lf over one story:
lf Sprinkled:
Total Allowable Living Unit Area:
Building Area:
Total area of parking garage (S-3
occupancies)
Area of living units north of area
separation wall (R-1 occupancy)
Area of living units south of area
separation wall (R-1 occupancy)
42,766 gross sq. ft.
ODELL ARCH rrECTS, P.C.
Architecture Planning Inleriors
Type III 1-hour (R-l )
Type I (S-3)
Unlimited
13,500 sq. ft.
Section 505.1.1
27,000 sq. ft.Section 505.1.2
Section 505.1.3
13,500 sq. ft.Section 504.2
N/A Section 505.3
54,000 sq. ft.
65,500 gross sq. ft
47,827 gross sq. ft.
5. Maximum Allowable Height:
Feet:
Stories:
Building Height:
Feet:
Stories:
Section 506
Sixty-Five (65) ft.
Four (4)
Approximately 65'
Five (5) -one-story increase for
fullv-sorinkled
7. Fire Resistance of Exterior Walls -(see Occupancy Type and Construction Type)
Garage:
Bearing:Two (2) hour non-combustible Table 5-A, but not 6-
A
Non-Bearing:One (l ) hour non-combustible Table 5-A, but not
6-A
Living Units:
Bearing:Two (2) hour non-combustibie Table 5-A
Non-Bearing:One ( 1) hour non-combustible Table 5-A
8. Openings in Exterior Walls -(see Occupancy Type and Construction Type)
Garage: Unprotected Table 5-A
Living Units: Protected openings less than Twenry Table 5-A
(20) feet
9. Windows required in Rooms:
Window Area reouired:l0 so. ft. minimurn 10% of floor Sections 3.10.4.
area in dwelling units
Five-point-seven (5.7) sq. ft. m
sleeping areas
1203.2
10. Pedestrian Walkways - size required:
Garage:
Living Units:
11. Minimum ceiling height in roonrs:
Garage:
Living Units:
12. Minimum floor area in rooms:
As specified ir Chapter 10
As specified in Chapter l0
Section 31 1.4
Section 310.4
Seven (7) feet minimum to anv Section 3l L2.1.3
obstruction
Seven feet six inches (7'-6")Section 310.6.I
Living Units: Seventy (70) sq. ft. (not less than 7' Section 310.6.2
in any dimension)
ODELL ARcHrrEcrs, P. C.
Architecture Plann ing lnteriors
H:\ProJects\0 | 20\Code Review\MCkCode_Review_bldg-C,07- | 2-02. doc
13.Fire Resistive Requirements-Garage:
Exterior Bearing Walls:
Interior Bearing Walls:
Exterior Non-bearing Walls:
Structural Frame:
Permanent Partitions:
Vertical Openings:
Floors:
Roofs:
Exterior Doors:
Fire Resistive Requirements-Living Units:
Exterior Bearing Walls:
Interior Bearing Walls:
Exterior Non-bearing Walls:
Structural Frame:
Permanent Partitions:
Vertical Openings:
Floors:
Roofs:
Exterior Doors:
Roof Coverings:
Boiler Room Enclosure:
Electrical Rooms:
Telecommunications Rooms:
Stairway Construction:
Interior:
Exterior:
N/A
I
Type A roof
Reinforced concrete. iron or steel
Reinforced concrete, iron or steel
ODELL ARCHTTECTS, P.C.
Architectute Planning Interiors
Review_bldg-C 07-12-02.doc
Hours
Hours Table 6-A
Hours Table 6-4
Hours Table 6-A
Hours Table 6-A
Hour Table 6-A
Hours Table 6-4
Hours Table 6-A'
Hours
Hours
Hours
Hours
Hours
Hours
Hours
Hours
Table 5-A
Table 6-,4
Table 5-A
Table 6-A
Table 6-A'
Hours Table 6-4'
Hours Table 6-A
Hours As per Fire
Marshall's request
14.
Hours
Hours
Hours
Hours
Hours
15.
Section 602.4
Section 602.4
H \P roj€ cts\01 2o\Code ReviewrMCkCode
ODELL ARCHITECTS
Name of Project: Middle Creel<
Housing
Location:
Applicable Gode:
Gode Gheck by:
Vail, Colorado
Krassin Gueorguiev /
Tony Nutsch
Affordable O.A. Proiect Numben
Date:
0120
1997 UBC
Early Learning Genter SECTION
1. Occupancy Classification:
Principal Occupancy:
2. Occupancy Separation Required
Occupancy to
None required
Occupancy -+ Hours
3. Construction Type:
4. Maximum Allowable Basic Floor Area:
lf adjacent to open area on two sides:
lf adjacent to open area on three sides:
lf adjacent to open area on all sides:
lf over one story:
lf Sprinkled:
Total Allowable Basic Floor Area:
Total Building Area:
First Floor Area
Second Floor Area
Type V-N
9,100 sq. ft.
9,100 sq. ft.
4,668 gross sq. ft.
3991 gross sq. ft.
677 gross sq. ft.
5. Occupant Load
Occupancy Load Basis (square feet per occupant)
The following floor areas were used to calculate number of occupants:
I "' floor 3991 / 35 occ. per sf:l 15
2"d floor 677 / 35 occ. per sf= 20
ODELL A RcH tTEcTs, P.C.
Arch ltecture Planning Inte rrors
Chapter 3
E-3 Table 3-A
Table 3-B
Table 5-B
Section 505.1.1
Section 505. I .2
Section 505. I .3
Section 504.2
Section 505.3
Table l0-A
Lantern $eriese
E sr6ffi
a n DWefi'fr
o
o
180'*-Pccs-sE-sF80
181--PCCS-SE-SF80
182r"-PCCS-SE-SF80
L80r*'-PCCS-SE-SF80 luminaire on a BS Pole
130/t81 l6 Standard Colors Available
The lfiIx luminaire consists of I one-
piece cast-aluminum cage wih four 14)
double-arm ribs and four {41 medallions
mechanically assembled on a casl-
aluminum decoradve pole-top adaptor
An injected satin clear polycarbonate
globe is assembled inside the cage,
on the pole-top adaptor.
An aluminum hood complete wifi deco-
rative finialand band is afiached to the
cage's integrated hinge and secured
bv a stainless steelscrew.
EPDM gaskets are used atthe globe's
base and atthe hood's edge to ensure
weatherproofing.
The ltld luminaire is identicaltotle
U0 but comeswifitwo {2} double-arm
ribs and medallions.
PGCS Satin Clear Polycarbonate
To achieve a high letnl ot
caston/E/r satislactiot . Iamec
duigns and namfacfrnes
Uoda* according to tl/€
nlf/st stingent sbndads.
Wattage RR/RACE/SE Olher
70 MH, medium
100 Mfl. medium
150 MH mosL,l
175 MH mosul
250 MH. mosul
35 HPS. mosul
70 HPS, mogul
100 HPS, mogr:l
150 HPS. mogul
250 HPS. mos'rl
. Ranule tialla:si ti) ntu)t)liiM or &th' basc
The 1.80ru and [81" lantern series
accomm0dates H.l.D 0r incaf descent
lamps up to 250W
l"e LL o' CSA-'ecognireo CWA ty0e bal
lastfeatufes a 30'F(34 C)lamp slartrng
capac ty, a power factor 0f 90% or better
and a regulation ol amp power with n
rl09/o 0f rated rnputvottage. HPS ba lasts
0perat€ wrthrn ANSI trapezoidal inrits.
The ballast is integrated in the !mnarres
ba se, 0r is rem0te in the mounting or
p0le Dase.
RB optics
Bound borosilrcate retractor The specia ly-lormulated textured (TX)
Lumital powder coat is available In a
ranqe 0f l6 standard c0l0rs. This !nique
coatrng ol thermoselting polyester resrns
prov des a high y durab € UV resistant
exterior finish as per ASTIVI G7.
Lum tal coat ngs are special y f0rmu ated
t0r outstanding salt-spray resrstaf ce
accord ng to AST[,4 B] 17 standards.
A I surfaces are chemica ly treated usrng
a lor.r step {alu rrl-nl or six slep lsleell
p 0( ess p||Or to 0a ntrng ConsLh Lurec
for comp ete specifications
SC SpecialColor
Prov de a 4 {102 mmlsquare c0l0r chip
It is possible to order snaller mrn nal
q!ant ties of powder parnt at a
premirm Your representative will be
able to tel yo! f a powder c0atlng can
be developed tor yo!r prolect
lumiseal, a b ofnendly react ve
organ c conversion coating, is applaed
on all alum num parts that are sublect
t0 sd I sp ay co||osron. Conslrtt Lu rec
for complete spec fic atio n s.
Please note that where quant ties
do not warrant it, Lumec reserves
the rghtto use an oven cured liquid
polyurethane f nish.
/-m
ltr/
l]
RR5: Symmetrical{V)
RR3: Asymmetrical(lll)
I'//A RR3MD: Asymmetrical llll) with
medium detlectof
SE optics
Segmented cut-otf ref lector
syst€m set in laceted arc
rmage duplrcat ng patleros
SE5: jll.gl'rul,V)
SE3: Asymmetrical(lll)
RACE optics
Round acry ic (100W max ) or
borosi|cate (150, 175 and 250W)
ref ractor with segmented
up rgnl recovery 00r1le
RACE5: Symm€trica lvl
BACE3: Asvnrrelflca i ll|)
RACE3D: Asymmetr cal (llll!^/ith dellect0r
other opt cal systefirs avai able
LN:Nickel plated louvers
tB:Bronze-plated ouvers
Lamp without optica systern
( a rnps nol rnchdcd I
N/A
I.MP:
t vt!
(445 mml
11 ti2"
f -l+qs. i I
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I
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lc
I
lS0 90(12 Eegistered
The qaality managementq em ol Lwrec is lS0 !tUP-94
rcgistercd with aMl.
040 Cure-Boivin
Boisbriand, 0uebec
Canada, J7G 2A7
Tel : 1450) 4i]0-7040
Fax : {4501 430-1 453
www.rumec.c0m
Genlyte Thomas Group LLC
Printed in Canade.
tl
4l18" (105 rnm I
nter or diarneter olthe aclaptor
4 r,i 8" 005 mml
inter or diameter of the adaptor
[f) on SFH) pole Luminous Cenler
top adaptor with lrom the adaptor's
SE opt cs base:
EPA: 1.32 sq ft. SE:24"(610mm)
weight:45 bs RACE:21" (533 mm)
(21.4 kq) RR: 18'(457 nml
[81 on SF80 pole
top adaptor with
RACE optrcs
EPA: 1.32 sq.lt.
Weiglrt 46 bs
l2l I kq)
Luminous CenteI
trom the adaptor's
0ase:
SE:24'(610 mml
RACE: 21" (533 mm)
flB; 18" (457 mml
itx. L&) ar Ut i riaris a.a u eril CSA.pptoved
FS Fusing (Consull lacloryl
sF72
u|/
SF73
a
sF80
E
sF0
w
SFS
-.v
CDnsLll Lunet :ot lrtfthtlr detals and the
conplcte iist ol availabic opttons.
sF70T7
1A
.J
3B
L
M
For rnlontiJ!t6v rcq616r,g avalable nawujgs
and pales tefer ta tlrc Pale Gut(le
0rdering Sample
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5
J224
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oqa
Lur]recrese",estferigh:losLbslrlLtennt0rasrrcharEulherirnLlacir,rnEprccesscflsp'odJclswlh0Llrrr0rn0llcal0r
Rrq s1,.rc( Lrrec rfc
+
+
Preliminarv Color SelectionJ
+Crcck Aff ordablc
Dcvclopmcnt Plan
Vril. COoDELL AlCflrTECTt.
Iol l{o. llJj
Middle Housing
ODELL ARCHITECTS PC
Date:
To:
Re:
From:
January 31,2003
JeffWinston
Middle Creek Affordable Housing
Lee Mason
Changes to Middle Creek desigr from our meeting l/6/03
Jeff- we are sending you a package ofupdated drawings. This is the set we are also sending to the 3-D
computer illustration company today for our DRB submittal next month. I wanted to review with you
the changes made to the project design, which have incorporated conments and discussions at our
meeting on January 6. All in all, I think it is an improvement to the overall feel of the projec! and we
appreciate your input. There were a number of specific items addressed in this meeting, and I will
simply list the changes and you can follow along with the drawings you will be receiving. We will be
meeting with you and Allison in Vail on Wednesday to review this in person.
. Arcades at building C and B have been revised to be more "colonnade" like with heavy
stucco columns and header with a stone base.
o We have limited the cementitious panel "wood" to the north side of Building C and less
visible areas on the plaza at Building C.
o Stucco joints have been visually eliminated by using a construction detail we have developed
with Shaw Construction.r The attic vent dormer forms have a pediment form rather than the shed. This is a forrn seen
on a number of Vail buildings.. The eaves have been extended to 16 inches at the gable ends and 12 inches on the shed
eaves. We have also thickened the profile of the fascia board.o All the windows on the souti faqade and east fagade of Building C will have a recessed
profile, creating a strong shadow line..
. We have added sills at the windows.o 70 assorted windows in the 3 buildings have shutters in a random pattem.
o We have added some Romeo and Juliet balconies in random locations.
r Large horizontal walls at the south ofBuilding C have been broken down by stepping the
footprint in and out.
o The towers have similar openings and proportions. We have extended the horizontal eave of
the towers substantially.
o Roof brackets have been added at the gable ends ofpedimented roofs.
Ifyou have any questions prior to our meeting, please give me a call.
jeffwinston memo I -31
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ODELL ARCHITECTS
Date:
To:
Re:
From:
January 31,2003
JeffWinston
Middle Creek Affordable Housing
Lee Mason
Changes to Middle Creek design from our meeting I /6/03
Jeff- we are sending you a package ofupdated drawings. This is the set we are also sending to the 3-D
cornputer illustration company today for our DRB submittal next month. I wanted to review with you
the changes made to the project design, which have incorporated comments and discussions at our
meeting on January 6. All in all, I think it is an inprovement to the overall feel of the project, and we
appreciate your input. There were a number of specific items addressed in this meeting, and I will
simply list the changes and you can follow along with the drawings you will be receiving. We will be
meeting with you and Allison in Vail on Wednesday to review this in person.
o Arcades at building C and B have been revised to be more "colonnade" like with heavy
stucco colurnns and header with a stone base.
r We have limited the cementitious panel "wood" to the north side of Building C and less
visible areas on the plaza at Building C.
r Stucco joints have been visually eliminated by using a construction detail we have developed
with Shaw Construchon.
r The attic vent dormer forms have a pediment form rather than the shed. This is a form seen
on a number of Vail buildings.
o The eaves have been extended to 16 inches at the gable ends and 12 inches on the shed
eaves. We have also thickened the profile ofthe fascia board.
e All the windows on the south fagade and east fagade ofBuilding C will have a recessed
profile, creating a strong shadow line..
o We have added sills at the w.indows.
r 70 assorted windows in the 3 buildings have shutters in a random pattern.
o We have added some Romeo and Juliet balconies in random locations.
r Large horizontal walls at the south of Building C have been broken down by stepping the
fooprint in and out.
r The towers have similar openings and proportions. We have extended the horizontal eave of
the towers substantially.
r Roofbrackets have been added at the gable ends ofpedimented roofs.
Ifyou have any questions prior to our meeting, please give me a call.
Lee
jeffwinston memo I -31.doc
t t"
ODELL ARCHITECTS
Date;
To:
Re:
From:
January 31, 2003
Jeff Winston
Middle Creek Affordable Housing
Lee Mason
Changes to Middle Creek design from our meeting l/6/03
Jeff- we are sending you a package of updated drawings. This is the set we are also sending to the 3-D
computer illustration company today for our DRB submittal next month. I wanted to review with you
the changes made to the project design, which have incorporated comments and discussions at our
meeting on January 6. All in all, I think it is an irryrovement to the overall feel of the project, and we
appreciate your input. There were a number of specific items addressed in this meeting, and I will
sirrply list the changes and you can follow along with the drawings you will be receiving. We will be
meeting with you and Allison in Vail on Wednesday to review this in person.
o Arcades at building C and B have been revised to be more "colonnade" like with heavy
stucco colurrns and header with a stone base.
o We have limited the cementitious panel "wood" to the north side of Building C and less
visible areas on the plaza at Building C.
r Stucco joints have been visually eliminated by using a construction detail we have developed
with Shaw Construction.
o The attic vent dormer forms have a pediment form rather than the shed. This is a form seen
on a number of Vail buildings.
r The eaves have been extended to 16 inches at the gable ends and 12 inches on the shed
eaves. We have also thickened the profile of the fascia board.
o All the windows on the south fagade and east fagade of Building C will have a recessed
profile, creating a strong shadow line..
r We have added sills at the windows.
o 70 assorted windows in the 3 buildings have shutters in a random pattem.
. We have added some Romeo and Juliet balconies in random locations.
r Large horizontal walls at the south ofBuilding C have been broken down by stepping the
footprint in and out.
o The towers have similar openings and proportions. We have extended the horizontal eave of
the towers substantially.
o Roofbrackets have been added at the gable ends of pedimented roofs.
If you have any questions prior to our meeting, please give me a call.
Lee
jeff winston memo I -3l.doc
,I,
ODELL ARCHITECTS
Date:
To:
Re:
From:
January 31, 2003
Jeff Winston
Middle Creek Affordable Housing
Lee Mason
Changes to Middle Creek design from our meeting 116/03
Jeff- we are sending you a package ofupdated drawings. This is the set we are also sending to the 3-D
computer illustration company today for our DRB submittal next month. I wanted to reviev/ with you
the changes made to the project design, which have incorporated comments and discussions at orr
meeting on January 6. All in all, I think it is an irprovement to the overall feel of the project, and we
appreciate your input. There were a number ofspecific items addressed in this meeting, and I will
simply list the changes and you can follow along with the drawings you will be receiving. We will be
meeting with you and Allison in Vail on Wednesday to review this in person.
o Arcades at building C and B have been revised to be more "colonnade" like with heavy
stucco columns and header with a stone base.
o We have limited the cementitious panel "wood" to the north side of Building C and less
visible areas on the plaza at Building C.
r Stucco joints have been visually eliminated by using a construction detail we have developed
with Shaw Constructton.
o The attic vent dormer forms have a pediment form rather than the shed. This is a form seen
on a number of Vail buildings.
r The eaves have been extended to 16 inches at the gable ends and 12 inches on the shed
eaves. We have also thickened the profile ofthe fascia board.
e All the windows on the south fagade and east fagade of Building C will have a recessed
profile, creating a strong shadow line..
o We have added sills at the windows.
. 70 assorted windows in the 3 buildings have shutters in a random pattem.
o We have added some Romeo and Juliet balconies in random locations.
o Large horizontal walls at the south of Building C have been broken down by stepping the
fooprint in and out.
o The towers have similar openings and proportions. We have extended the horizontal eave of
the towers substantially.
r Roofbrackets have been added at the gable ends of pedimented roofs.
If you have any questions prior to our meeting, please give me a call.
Lee
je ff winston memo l-J I .doc
TOI,INffi
Pnoject Address:
Applicant:fuhav -Tnppntu Phone Number: +]6 'gC|'/
Submittal
X. Stamped survey of property
r( Civil/Site plans
Survey Requirements:
j. Survelo/s wet stamp and signature
a Date ofsurvey
A North anow
* Poper scale (1"=10' or 1 "t20')
F LeSal description
tF Basis of bearings / Benchmark
Ir Spot Elevations
tt Labeled right of way and prcperty lines;
including bearings, distances and curve
information.
F Lot Sizeg. Buildable Area (excludas red hazard
avalanche, slopes greater than 40%, and
floodplain)
Site Plan Requirements:
l. Access (check all)
e Driveway type and finished surface are shown on the site plan.
/\ Unheated o Heated (portion in RO\A/ in a separate zone)
,c.' Snow storage areas are shown on the site plan within property boundaries (30% of driveway aree il
unheated; 10% of driveway area if heated)
F, All driveway grades, dimensions, mdii are cleady noted on the site plan and con$ to Development-
Standards, p. 11 . Steepest Section Driveway Grade (not the average gnde):-fr-
g Parking spaces and tuming radii are noted on site plan and conform to Development Standards,
pp.12&14
Construction Site (check all)
Location of all utilities and meter pits are shown on the site plan.
Umits of disturbance construction fencing is shown on the site plan.
I am aware that approved Staging and Construction Traffic Control Plam, as per the Manual of
Uniform Traffic Control Devices, will be necessary prior to construction.
F I am aware that a Revocable Right of Way Permit will be required prior to construction.
Page 11 of 12107117102
Survey/Site Plan Review Checklist
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 lax: 970.479.2452
web: www.ci.vail.co.us
'This checkllst must be submitted pfior to Public Works review of a proposed development.
omers/FrojectN"r", CoUat+ut,.l t LOr,,rp*p/
K Landscape plan
5 Title Report (Section B)
g' Erwironmental Hazards (ie. rocKall, debris
flow, avalanche, wetlands, floodplain, soils)
x Watercourse setbacks (if applicable)
Trees
Labeled eeements (i.e. drainage, utility,
pedestrian, etc..)
Topography
Utility locations
Adjacent roadways labeled and edge of
asphalt for both sides of the roadway shown
for a minimum of 250' in either direction
from property.
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Drainage (check all that apply)
The required Valley Pan is shown on the site plan as per Development Standards, p. 12.
(Note: Valley pan must not be heated)e 4 Foot Concrete l*rn ! 8 Foot Concrete Pan
Pcitive and adequate drainage is maintained at all times within the proposed site.
Culverts have been provided and are labeled and dimensioned on the site plan.
A Hydraulic report has been provided. (As requested by Town Engineer)ga
Eosion Contml (Check all that apply) \
Disturbance area is greater than one half acre. t.
A separate Erosion Control Plan has been professionally engineered and PE stramped.
Less than one half acre has been disturbed, and proper erosion mntrol devices are shown on the site
plan.
Floodplain (check all that apply)
The project lies within or adjacent to a 100 year Floodplain.
100 year Flmdplain is shoffii'Ihe site plan.
A Floodplain study has been provided. (Required if floodplain is within construction limits or as
requested by Town Engineer)
The project does not lie within or adjacent to a 100 year Floodplain
Geological/Environmential Hazards (check all that apply)
The project lies within a Geologic/Environmental Hazard area. (See Development Standards, p. 20)
AHaard Report has been provided
The project does not lie within a Geologic/Environmental Hazard area.
Grading (check all that apply)
Exbting and proposed grades/contours are provided on the site plan.
All disturbed areas have been retumed to a 2:1 grade.
All disturbed areas not retumed to 2:1 grade-ha!! been Professionally Engineered with slope
protection and/or stable soils. PE stamped details are provided within plans.
Only existing contours are shown on the site plan, there is no proposed grading.
Vlll. Parking (check all)
! All residential and commercial parking spaces mnform to the Development Standards, pp. 12&15.
Retaining Walls (check all that apply)
All retaining walls conform to the standards in the Development Standards, p. 19.
All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE
stramped detail has been provided within the plans.
All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type
of wall construction.
No retaining walls are required for this project.
X. 6 Sight Distrance (check all that apply)
[, I Proper sight distance has been attained and shown on site plan as per Development Standards, p.12.
e i Proper sight distance has not been attained. Explanation why:-
t
Addttional Comments
Please piovide any additional comments that pertain to Public Wo*s Review.
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Page 12 of 121O7 l17lO2
Land Title Guarantee Company
CUSTOMER DISTRIBUTION
Date: 03-24-2003
Propaty Address:
US WEST PARCEL
Our Order Number: VC272436
PEAK LAND SURVEYING
1000 1IONS RIDGE L00P
VAIL, CO 8165?
AtM: BRENTBIGGS
Phone: 970-{76{6{
Fa* 97G{7S8616
Seot Vla Fax
KAMLET SHEPHERD REICHERT & MAES
l4m l6TH ST #250
DENVER. C0 80202
AtU: MIKE SCTIROEDER
Phmc: 30i!825-4200
Fu: 303-825-1185
Copl€s: I
Seni Vla Fax
tom DUYERY
LdTitleGrafeGrrpaty
rc.R@.fiACIS f,l e: 03-24-2003
Our Order Number: VC272436
Property Address:
US WEST PARCEL
Buyer/Borrower:
TO BE DETERMINED
Seller/Owner:
THE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY, A COLOMDO CORPORATION, AS
TO PARCEL I
TOWN OF VAIL, A MTJMCIPAL CORPOMTION, AS TO PARCEL 2
Ifyou havc any inquiries or requirc further assistancc, please contact onc ofthe numbers bclow:
For closing Assistance: For Title Assistancc:
Vail Tltle Dept.
Roger Avila
108 S. FRONTAGE RD. W.
P.O. BOX 357
VAIL, CO 816s7
Phone: 970-47&2251
Far 970-476-4534
EMail: ravila@ltgc,com
Need.a m?p or dircc-tions fol yorg up_compg closing? Check out Land Title's web site at ww.w.ftgc.comlbr .lirec{ions to any of our 40 office lQpqtiotrs.
ENMATECF'ITITEE
Informadon Blnder 9775.00
TCTA $77s.00
Fo:.D C€!ImCT THANK YOU FOR YOUR ORDERI
LAI\D]]TIEGiaF${IE@vIPANIY
IN,|f,CE
Owner: TI{E MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPAIIY, A COLOMDO
CORPORATION, AS TO PARCEL I
hoperty Address: US WEST PARCEL
Your Reference No.:
When referrlng to this order, please reference our Order No, VC272436
CHARGES -
Inforuradm Blnder $r7s.00
-Total-$175.00
Please make c-hec.ks payable to:
Land Title Guarantee Company
P.O. Box 5440
Dmver, CO 80217
Chicago Tide Insurance Company
ALTA COMMITMENT
Schedule A
Our Order No. YC272436
Cust. Ref.:
Property Address:
US WEST PARCEL
1. Efrective Datc: Aprtl 26,200L at 5:00 P,M.
2. Policy to be Issued, and Propoced Insured:
Infonnation Binder
Proposed Insured:
TO BE DETERMINED
3. Th€ cstate or intcrest il the land described or refqred to in this Commitme,nt and covered hqein is:
A Fee Slmple
4. Title to the estatc or intercst cov€r€d herein is at thc effectivc date hereof ve$ed in:
TIIE MOTJNTAIN STATES TELEPHONE AND TELEGMPH COMPAI{Y, A COLOMDO CORPORATION, AS
TO PARCEL T
TOWN OF VAIL, A MTJMCIPAL COR}OMTION, AS TO PARCEL 2
5. The land refcrred to in this Commitmcnt is described as follows:
SEE ATTACHED PAGE(S) FOR LEGAL DESCRIPTION
Our Order No. VC272436
l.GLTHRF'NCN
PARCEL I
A TRACT OF LAND rN TrrE SOUTHEAST ONE-QUARTER, SOUTHEAST ONE-QUARTER, SECTTON 6,
TOWNSTM 5 SOUTH, RANGE 80 WEST OF THE 6TTI P.M., EAGLE COUNTY, COLOMDO, MORE
PARTICI,JLARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT BEING I17O.2O FEET NORTH 36 DEGREES OT MNUTES 25 SECONDS
WEST FROM THE SOUTTTEAST CORNER OF SECTION 6, TOWNSHIP 5 SOUTT{, RANGE 80 WEST OF
THE 6TI{ P.M.; THENCE NORTH 00 DEGREES 00 MINUTES 180.11 FEET; TTTENCE NORTH 88
DEGREES 34 MINUTES WEST 143.67 FEET; THENCE SOUTH 60 DEGREES 09 MINUTES WEST
107.00 FEET; TI{ENCE SOUTTI 26 DEGREES 17 MII{UTES WEST 32.25 FEET; THENCE SOUTH
88 DEGRX,ES 30 MINUTES WEST 120.00 FEET: THENCE SOUTII 36 DEGREES 23 MINUTES 30
SECONDS WEST 65.24 FEET; TIIENCE SOUTH 83 DEGREES 36 MINUTES 30 SECONDS EAST
411.93 FEET TO TTTE POINT OF BEGINNING, COUNTY OF EAGLE, STATE OF COLORADO.
TOGETHER WITH AN EASEMENT FOR ACCESS TO AND EGRESS FROM THE ABOVE-DESCRIBED
TRACT BY PEDESTRIAN, VEHICULAR, AND MOTOR TRAFFIC, FOR AERIAL AND BURIED
TELEPHONE AND ELECTRIC POWER LINES AND FOR BI,JRIED WATER, SEWER, GAS, AI{D OTTIER
UTILITIES TO SAID TRACT OVER AND ACROSS THE FOLLOWING DESCRIBED PROPERTY. TO
WIT:
A TRACT OF LAND IN THE SOUTHEAST ONE-QUARTER, SOUT}IEAST ONE.QUARTER, SECTION 6,
TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH P.M., EAGLE COI.]NTY, COLORADO, MORE
PARTICULARLY DESCRMED AS FOLLOWS:
BEGININNG AT A POINT BEING II7().2() FEET NORTH 36 DEGREES OI MINUTES 25 SECONDS
WEST FROM THE SOUTI{EAST CORNER OF SECTION 6, TOWNSHIP 5 SOUTII, RANGE 80 WEST OF
TIIE 6TH P.M.; TIIENCE SOUTH 00 DEGREES 00 MINUTES 40.25 FEET; TIIENCE NORTH 83
DEGREES 36 MINUTES 30 SECONDS WEST 382.48 FEET; TTIENCE SOUTH 15 DEGREES 49
MINUTES WEST 88.18 FEET TO TIIE NORTII RIGHT OF WAY LINE OF INTERSTATE ?0; THENCE
NORTII 74 DEGREES 21 MINUTES 35 SECONDS WEST 4O.O() FEET ALONG THE NORTH RIGHT OF
WAY LINE OF INTERSTATE 70; THENCE NORTI{ 15 DEGREES 49 MINUTES EAST 122.20 FEET;
TTIENCE SOUTH 83 DECREES 36 MINUTES 30 SECONDS EAST 4TI.93 FEET TO THE POINT OF
BEGINNING, COUNTY OF EACLE, STATE OF COLORADO.
NOTE: THE FINAL POLICY DOES NOT IN ANY WAY GUARANTEE OR INSURE THE DIMENSIONS
OF T}IE ABOVE DESCRIBED LAND, TT{E LEGAL DESCRIPTION IS DERWED FROM THE CHAIN OF
TITLE AND ONLY AN ACCTJRATE SURVEY CAN DETERMINE THE DMENSIONS.
PARCEL 2
A TRACT OF LAND IN TI{E SOUTTI HALF OF THE SOUTHEAST QUARTER, SECTION 6,
TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN, EAGLE COT'NTY,
COLOMDO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT TI{AT IS N ()() DEGREES 28 MINUTES 16 SECONDS W A DISTANCE OF
686.60 FEET FROM THE SOUTI{EAST CORNER OF SECTTON 6, TOWNSHIP 5 SOUTH, RANGE 80
WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING THE TRI,JE POINT OF BEGINNING;
ALSO BEING A POINT ON THE NORTHERLY RIGHT OF WAY OF INTERSTATE 70;
THENCE N OO DEGREES 28 MINUTES 16 SECONDS W ALONG T1IE EAST LINE OF SAID SECTION
Our Ordet No. VC272436
LgLtEScRmcN
6 A DISTANCE OF 633.40 FEET;
TT T.TCN N 89 DEGREES 27 MINUTES 2T SECONDS W A DISTANCE OF 2633.?6 FEET TO A
POINT ON THE EAST BOTJNDARY LINE OF VAIL/POTATO PATCH FILING;
TTTN]\ICT S O() DEGREES (l? MINUTES 12 SECONDS E ALONG SAID EAST BOUNDARY LINE A
DISTANCE OF 351.21 FEET TO A POINT ON A CURVE, SAID CURVE ALSO BEING ON THE
NORTHERLY RIGHT OF WAY OF INTERSTATE ?(|;
THENCE ALONG SAID NORTTTERLY RIGHT OF WAY ON THE FOLLOWING 8 COTJRSES:
1) A DTSTNACE OF 204.62 FEET ALONG THE ARC OF A CURVE TO THE RIGIIT, SAID CURVE
ri,q,r,mC A CENTRAL ANGLE oF 0z DEGREES 56 MINUTES 18 SECONDS, A RADruS OF 3990.0
FEET, AI{D A CHORD BEARING N 85 DEGREES 3l MINUTES IO SECONDS E A DISTANCE OF
204.60 FEET;
2) N S0 DEGREES 13 MINUTES 06 SECONDS E A DISTANCE OF 211.80 FEET;
3i N s4 DEGREES 55 MINUTES 50 sEcoNDs E A DISTANCE oF 319.70 FEET;
4t s zs DEGREES 56 MINUTES 28 sEcoNDS E A DIsrNcE oF 424.40 FEET;
si s o oscRErs 55 MINUTES 2l sEcoNDs E A DISTANcE oF 303.20 FEET;
6i s ?4 DEGREES 2t MINUTES 35 sEcoNDs E A DISTANCE oF 204.70 FEET;
7) s 83 DEGREES 36 MINUTES 29 SECONDS E A DISTANCE OF 826.30 FEET;
ii i zr pscREEs 33 MINUTE5 45 SES9NDS E A DISTANSE oF 196.10 FEET To TI{E rRgE
POINT OF BEGINNING, COUNTY OF EAGLE, STATE OF COLOMDO.
EXCEPT THAT PORTION OF LAND DESCREED IN WARRANNT DEED, RECEPTION 1I4()IO' BOOK
2I8, PAGE 419, FILED OF RECORD IN TTIE OFFICE OF CLERK AND RECORDER OF EAGLE
COI.]NTY, COLORADO.
NOTE: TIIE FINAL POLICY DOES NOT IN AIIY WAY GUARANTEE OR INSI'RX THE DIMENSIONS
OF TIIE ABOVE DESCRIBED LAND, TIIE LEGAL DESCRIPTION IS DERIVED FROM TT{E CHAIN OF
TNLE AND ONLYAN ACCI]RATE ST'RVEY CAN DETERMINE THE DIIVTENSIONS.
ALTA COMMITMENT
ScheduleB-Secdonl
(Requiremcnts) Our Order No' VC272436
The following are the requiremcnts to be complied with:
Item (a) palmmt to or for the account of the grantors or mortgagors of the full consideraton for the estate or
interest to be lnsured.
Ite' O) proper instrummt(s) creating the estate or hterest to be insurerl must be executed and duly ffled for rtcord,
to-wit:
Item (c) paymmt of all taxes, charges or assessrnents levled and assessed against the subJect premises which are due
and payable.
Itesr (d) Adrtffonal requlremmts, lf any dlsclosed below:
THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED
PURSUANT HERETO.
ALTA COMMITMENT
ScheduleB-SectionZ
(Exc€ptions) Our Order No' VC272436
The policy or policies to be issued will contain cxc€,ptions to th€ following unless the same are disposed
of to the satisfac'tion of the Company:
l. Rights or claims of pardes h possessim not strown by the public records'
2, Easements, 61 slalms of easements, not shown by the public records.
3. Discrepancies, confllcts in bounrtary tlnes, shortage ln area, encroachments, and any facb whtch a correct srrvey and
tnspectton of tlre premises would dlsclose and which are not shown by the publlc records.
4. Any llen, or rlght to a lim, for servlces, labor or material theretofore or hereafter firnished, imposed by law and
not shown by the Public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appeartng tn the pu-bltc records or
atiaching subequent to the effective date hereof but prior to the dati the prop6ed inslred acquires of record for
value thi estate or interest or mortgage thereon covered by this Commihtent'
6. Taxes or spedal assessmmts which are not shown as exlsting llms by the public records.o the Treasurer's office.
7 , Liers for uapatd water and sewer charges, if any. '
g. In addldon, the owner's pollcy will be subJect to the mortgage, if any, noted ln Section I of Schedule B hereof.
9. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOIILD TIIE SAME BE FOUND TO PEIIIETRATE OR INTERSECT TI{E PREMISES
AS RESERVED IN IJNITED STATES PATENT RECORDED MAY 24, I9{|{, IN BOOK 48 AT
PAGE 503.
IO. RIGHT OF WAY FOR DITCHES OR CANAIS CONSTRUCTED BY THE AUTHORITY OF THE
TJMTED STATES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 24' I9O4'
IN BOOK 48 AT PAGE 503.
II. WATER AND WATER RIGHTS, DITCH AND DITCH RIGIITS.
12. RIGIIT OF WAY 40 FEET IN WIDTH AS DESCREED IN CONDEMNATION FOR RIGHT OF WAY
AWARDED TO THE TJMTED STATES OF AMERICA IN INSTRTJMENT RECORDED AUGUST 12'
1935 IN BOOK 116 AT PAGE 34S.
13. RJGHT OF WAY AS GRANTED TO TTIE STATE OF COLORADO IN INSTRUMENT RECORDED
JtrNE 8, 1940 IN BOOK 127 AT PAGE 466.
14. RIGI{T OF WAY AS GRANTED TO THE FLEMING LTJMBER AND MERCANTILE COMPANY IN
ALTA COMMITMENT
ScheduleB-Secdm2
@xceptions) Our Order No. VC272436
The policy or policics to be issucd will contain exc€Ttims to the following unless the same are disposed
of to the satisf,action of the Company:
INSTRI,JMENT RECORDED JANUARY T3, 1943 IN BOOK 127 AT PAGE 563.
15. RIGHT OF WAY EASEMENT AS GMNTED TO GAS FACILITIES, INC, IN INSTRUMEM
RECORDED FEBRUARY 17. T966 IN BOOK 192 AT PAGE 149 AND IN BOOK I92 AT PAGE
161 AND RECORDED MARCH 9, 1966 IN BOOK 192 AT PAGE 203 AND AT PAGE 207.
16. EASEMENT AS GMNTED TO VAIL WATER AND SANITATION DISTRICT IN INSTRTJMENT
RECORDED APRIL 7, 1966 IN BOOK T92 AT PAGE 365.
17. TERMS, CONDITIONS AND PROVISIONS OF NONEXCLUSIVE TJNDERGROTJND RIGHI OFWAY
EASEMETIT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. RECORDED JUNE
08, T994 IN BOOK 642 AT PAGE 344,
18. EXISTING LEASESAND TENANCIES.
LAND TITLE GUARANTEE COMPANY
DISCL OSIJRE STATEMENTS
Note: Pursuant to CRS l0-ll-122, notice ls hereby given that:
A) The subJect real property may be located in a spectal taxing dtstrict.
B) A Certiffcate of Taxes Due listing each taxing jurisdiction may be obtained from the County
Treasurer's au0rorized agmt.
C) The informadolr regarding spedal dlstrlcts and the boundaries of such disdcts may be obtalned from
ilre Board of Countlr Cornmisioners, the County Clerk and Recorder, or the County Assessor.
Note: Effecdve September 1, 1997, CRS 30-10-106 requires that all documents rtceived for recording or ffIing
ln the clerk and recorder's office shall contaln a top margln of at least one inch and a lefl, right and bottom
margln of at least one half of an tnch. The clerk and recorder may refuse to record or file any docummt that
doeJnot conform, except that, the rcqulrement for the top margin shall not apply to documents uslng fcrrs
on which space ls provided for recording or flling informadon at 0re top margin of dte doctment.
Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article MI requires that "Every
title entity shall be r€sponsible for all matters which appear of record prior to the time of recording
whenever the dtle entlty conducts 0re closlng and ls respmslble for recordlng or filing of legal
documents resrlting from the transaction whlch was closed". Provided that Land Tltle Guarantee
Company conrluct the closing of the lnsured bansactior and is responslble for rtcording fte
legal doorments from the transacdon, exception number 5 will not aPpear otr the Ovvner's Tide
Poltry and the Lenders Pollcy when issued.
Note: Afrrnradve mechanic's lien protection for Oe Owner may be available (typically by deletion
of Excepdon no. 4 of Sclredule B, Secdon 2 of the Comrnlhnent from the Owner's Policy to be
issued) upon compliance wlth the followlng condldols:
A) The land descrlbed in Schedule A of this commibnent must be a single farrily residmce which
lncludes a condomlnium or townhouse rurit.
B) No labor or materials have been furnished by mechanics m material-men for purposes of
construcdon on the land descrlbed tn Schedute A of thls Commltment within the past 6 months.
Q The Company must r€ceive atr approprlate alEdavit indemntfylng the Company ag"ainst un-ffIed
mechanic's and materlal-men's llens.
D) The Company must recelve payment of the appropriate prenium.
E) If there has been conshucdon, lmprovements or maJor repairs undertaken on the property to be purchased
wtthin slx months prlor to the Date of the Conmltnent, the requlrements to obtain coveragc
for unrecorded liens wtll lndude: disclosure of certain construcdon informadon; ffnanctal informadm
as to the seller, 0re builder and or the conMctor; payment of the approPriate pterdum fully
executed Indemnity Agreernents satidactory to the company, and, any additional requlrements
as may be neoessary after an examination of the aforesaid information by the Compalry.
No coverage will be given under any circumstmces for labor or material for whtcl the insured
has contracted for or agreed to pay.
Note: Pursuant to CRS l&U-123, notice is hereby given:
A) That there is recorded evldence that a mineral estate has been severed, Ieased, or otherwise
conveyed from the surface estale and that there ts a srbstantial likelihood that a third party
holds some or all lnterest ln oll, gas, other minerals, or geothermal energr ln the property; and
B) That such mineral estate may include the right to enter and use the property wlthout the
surface owner's pendssion.
Thls notice applies to owner's pollry commitments containlng a mlneral severance lnstrument
exception, or exceptlons, ln Schedule B, Secdon 2.
Nothing hercln contained wtll be deemed to obligate the company to provide ary of the coverages
referred to herein unless dre above conditions are fullv satisfied.
Folm DISS-OSURE 09/0!/02
JOINT NOTICE OF PRIVACY POLICY
Fidelity National Financial Group of companies/chicago Title Insurance company and
Land Title Guarantee ComPanY
JulY 1, 2001
#i"fi.ttr#ifl{'trr"Ti'Hit1t:,,H,#Fi,{Frr$',iiJ t'ffiilu,r$.j+t+1"*lTiii##
that we serve. This privacy st i"r,#3ii"rr"i"t,ilid,;ffi;ih"-rt6iliv;;;-fi-th6 right to change this Privacy-
Silieiriiifr6in tfid i6'tifrelonslitent'wlth applicable prlvary laws'
In the course ofour business, we may collect Personal Infornation about you from the following sources:
:Filili','*'rfffi $"11ffd:r,'fr:ilThTl1"#sn."'il"J'?H#tf if$,':mmi*:;ororhers;* From 'our lnternet web sites;. hiiil irti itiblii?iiniG f.i"u-ed, by gove.rnmentat entides that we either obtain directly from those
endties. oi fron our afiiliates 0r others; and* From c6nsumer or other reporllng agencies'
our Policies Regarding tle Proteolion ofthe conlidentiality and Security of Your Personal Information
we maintaln ohvsical, elechonic and procelural saf- -eggards to protgct yoltr Penorpl Infoqation from unauthorized
ili.iltifitfiIoii.W;iillGilfiidifffffi;friiiff'qidiofrriitiid ttoJe.employees who need such access in
ffiil'"ffi;ffft"titt'ig d;,ifiGji JfraaiJ to yonbilor other l6gitlmate busines purposes.
our policies and Practices Regarding the sharing of Your Pcrsonal Information
WemavshareyourPenonallnfol4qfon.withoulafiiliates,suchasin.surqncecompanies,agents,andotherreal;;6:idfi;dffi#;iii"i7.ni. ilti aisi-niav disdose vdur Personal lnformatlon :
to asenb, brokers or representatives to provide you with.services you have- requested;..
to thirrl-party contraaon or,sertlipiliii,itt-*it6 piii"ia,iiliiAiforperforni marketing or other
funcdoni of our behalf; and
to othen wlth whom we enter into jolnt marketing agree.rrents for products or servlces that we bellwe you
may find of interest.
'li,.F#1.ifr"j#-ffiTfB'iHffi f#,H#ffiri3:i+1ffi*i##F,ffi#"f T#I'Hft ##,T"
one of the important responslbllities of somg of our. aftliated companies is to record documents in the public
domaln. Such'documents may cqltain your Pemonal lnlormauon'
Right to Acce$ Your Personal Information and Ability to correct Errors or Requesi changes or Deletiou
g#*l[H*#if.tfiti$$f,}if,ll:$-n**:trtTffi#n'"Ui*ffi 'Um*if
;'T1",1
All reouests submitted to the Flttelity Naqonal Fina4cjal Group of Companies/Chicago Title Insurance Company
shalt b'e in wridng, and delivered to-the followitrg address:
Privacv ComPllance Officer
Fideliti Natirinal Financlal' Inc.
$9il'$*.1:1ei$5.''?3'
Muhiple Products or Services
If we orovlde vou wlth more than one financial. product or service, you may receive more than one prlvacy notice
from ris. We a'pologize for any inconvenience uis may cause you'
FoEn PRnI.DOL. CHI
Datel
To:
Re:
From:
Remarks:
ODELL ARCHITECTS P
March 24,2003
Allison Ochs
Town of Vail Dept. of Community Development
75 Frontage Road
Vail. Colorado 81657
i
Phone: 970.479.2369
F ax P hon e : 970.479.2452
0120 - Middle Creek Affordable Housing
DRB Final Submittal
Lee Mason
Odell Architects, P.C.
32065 Castle Court, Suite 150
Evergreen, Colorado 80439
Phone:303.670.5980
F ax P h o n e : 303.670.7162
For Yow Use I For Your Review I Please Comment I Urgent n
Allison,
Enclosed are 5 full-size copies and I 8.5x1 lcopy of our DRB final submittal for
the Middle Creek project. Colored renderings and computer graphics are at the
back of the set.
kn
Application for Design Review
Deparlment of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 tarx 970.479.2452
web: www.ci.vail.co.us
General lnformation:
All prolects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council andior the Planning and Environmental Commission.
Design revlew approval lapses unless a building permit is lssued and conslructlon commences withln
one year of lhe approval.
Description of the Reques t hilW 0(nlt l (41fu^t
Location of the Proposal: Lot: _ Block:Subdivision:
Physical Address:
Parcel No.:, ,, / (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning: Il hllrv t*lvto(
----Name(slof owner(s): -E q or Veic llwe'Ub *\r*fraftLj
TOI44V#
19 Address:Maili_x
Own
*i r'*.'i
Nameof Appricant: - C4,\t41lJl) 1 @lPLaJ'l
E.mail Address:bllA@ aA.cat rax 2oZ'6Ob-awo
Type of Review and Fee:
. Signs
. Conceptual Review
. New Construction. Addition
. Minor Alteration
(multi-family/commercial)
. Minor Alteration
(single-family/duplex)
. Changes to Approved Plans
. Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an additjon where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such 6,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such s,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plarE already approved by Planning Staff or the
Design Rwiew Board.
No Fee
er(s) Signature(s):
Malling Address:
For Office Use Ohly:
Fee fuid: _ Check No.:Blr-
DRBApplication Date:No.:
Plannen Project No.:
Building Materials
PROPOSED MATER]ALS
Type of Material Color
Roof
Siding
Other Wall Materials
Fascia
Soffits
Wndows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
k(t*l ^h,*$t 4,' m>lrar( boxr )
aw*\an a);\ 4 Avczo
/rVfL \)oiltz,P-
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ll
gw'q) t I elt) "Cu; C<- *t ,t ,' 4**)
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AIA .
fu- EWv,*+.
J
?,ufr^caJ, t"ly?h- l.qn e@)\
?ua- l\tt - (aru/9')a Pant \ dd t
Please specify the manufacturer's name, the color name and number and attach a color chip.
Page 6 of 121071'17102
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*This ch*klist must be submitted prlor to Puhlic Works review of a propased development.
owners/projecu.r"r": CoUar+Ut..l t LOr,tp*r-tl
PojectAddresst fr' 100 - ts? I,/\\L)NTHIN BELt. FD
Survey/Site Plan Review Checklist
Deparlmenl of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.21 39 faxi 970.419.2452
web: www.ci.vail,co.us
Phone Number:61./tppnant: llA{l( 'Tn 22Att
Submittal
X Stamped survey of propertyr( Civil/Site plans
Survey Requirements:
Surveyorrs wet stiamp and signature
Date of survey
North arrow
Proper scale (1"=10'or 1"=20')
Legal description
Basb of bearings / Benchmark
Spot Elerrations
Labeled right of way and prcperty lines;
including bearings, distrances and curve
information.
Lot Size
Buildable Area (excludes red hazard
avalancfie, slopes greater than 40%, and
floodplain)
w6 -8
x
t(F
F
X
9(
*
F
9.a
FIi
lt
It
FF
fr Landscape plan
5 Title Report (Section B)
g] Environmel@l flaza6l5 (ie. mckfall, debris
flow, avalanche, wetlands, floodplain, soils)
Watercourse setbacks (if applicable)
Trees
Labeled easements (i.e. drainage, utility,
pedestrian, etc..)
Topography
Utility locations
Adjacent roadways labeled and edge of
asphalt for both sides of the roadway shown
for a minimum of 250' in either direction
from property.
Slte Plan Requlrements:
l. Access (check all)e Driveway type and finished surface are shown on the site plan.
. 4 Unheated o Heated (portion in RovV in a separate zone),( Sfow storage areas are shown on the site plan within property boundaries (30% of drivewa y arca itunheated; 107c of driveway area if heated)
X All driveway grades, dimensions, radii are clearly noted on the site plan and conform to Development
Strandards, p. 11. SteepestSection DrivewayGrade (not theaveragegndg: d%f, Farking spaces and tuming radii are noted on site plan and contonn-tJDeviilpment Standards,pp.12&14
il.
x#
E
F
Construction Site (check alt)
Location of all utilities and meter pits are shown on the site plan.
Limits of disturbance construction fencing is shown on the site plan.
lam aware that approved Staging and Construction Traffic C.ontrol Plans, as perthe Manual of
Uniform Traffic Control Devices, will be necessary prior to construction.
I am aware that a Revocable Right of way permit will be required prior to construction.
Page 11 of 'l2l07l17l0Z
ilt.
F
0
FF)r
.tv.{
V-.
0
Drainage (check all that apply)
The required Valley Pan is shown on the site plan as per Development Standards, p. 12.
(Note: Valley pan must not be heated)
e 4 Foot Concrete Pan X 8 FootConcrete Pan
hitive and adequate drainage is maintained at all times within the proposed site.
Culraerts have been provided and are labeled and dimensioned on the site plan.
A Hydraulic report has been provided. (fu requested by Town Engineer)qr-
Erosion Control (Check all that apply) \
Dbturbanoe area is greater than one half acre. r.
A separate Ercion Control Phn has been professionally engineered and PE stamped'
Less than one half acre has been disturbed, and proper erosion control devices arc shown on the site
plan.
V. Floodplain (check all that apply)
*, The project lies within or adjacent to a 100 year Floodplain.
X 100 year Floodplain is sholiilon-Ihe site plan.
e A Floodplain study has been provided. (Required if floodplain is within corstruction limiG or as
requested by Town Engineer)e The project does not lie within or adjacent to a 100 year Floodplain
Vl. Geological/Envimnmental Hazards (check all that apply)
p The project lies within a Geologic/Environmental Hazard area. (See Development Standards, p. 20)
2e. A Haard Report has been provided
e The project does not lie within a Geologic/Environmental Hazard atea.
Vll. Grading (check all that apply)
yQ &isting and proposed grades/contours are provided on the site plan.
,F All disturbed areas have been retumed to a 2:1 grade.
*, All disturbed areas not retumed to 2:1 grade-tre!!been Professionally Engineered with slope
protection and/or stable soils. PE stamped details are provided within plans.
e Only existing contours are shown on the site plan, there is no proposed grading.
Vlll. Parking (check all)
)< All rcsidential and commercial parking spaces mnform to the Derrelopment Standards, pp. 12&15.
lX. Retaining Walls (check all that apply)
F All retaining walls conform to the standards in the Development Standards, p. 19.'i All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE
stamped detail has been provided within the plans.
lF. All retaining walls are shom on the site plan, with labeled top and bottom of wall elevations and type
of wall construction.e No retaining walls are required for thb projecl.
X. A Sight Distrance (check all that apply)
[ | Proper sight distance has been attained and shown on site plan as per Development Standards, p.12.
e 1 Proper sight distance has not been attained. Explanation why:-
Rddtional Comrnents
Please pibvide any additional comments that pertain to Public Works Fleview.
Page 12 ol 12107 117102
gA/L4/2AA2 16:37 97A6413236 ART MEARS
ARTHUR I. MEARS, P.8.,INC.
Nanral Hazards Consultane
555 Counry Rod 16
Crsmiso!. Colondo 8 lZ3O
Ttl/Fu: 90{4t.3236
uEE]rlDrmii.Eo[r
PAGE AL
Augnst 14,2@2
ith. Micha€l P. Coughlir.
140 E. 19!t Avenue. Suite 700
Denvar, CO 8020$1035
RE: Debrir',f,owdynamie enBtysis ardmitigaion design cribria - Mddle C;raek,
Vail
Dear Mr. Coughlin:
The attachrrd reporb fndings of rry debris-fiow analpis at thc Middle Creel
afurdable houeirry site in Vail.
This report consists of (a) a bdef summary of the debris f,ow pot€ntial and site
obs€rvatons, (b) an analysis of the debris-fiow dynamice, and (c) mitigation
design perlonnance specificalions. The section of florrr potential and sib
obeervatiorn is expanded in the eport by David Cushman sf Churcfi &
Aseociates and should be studled for more detail.
Please conhd eitfier Mr. Cushrnsn or nryseff if you have further questions.
Sincerely,
C,l,zF,A rilLo.no
Arthur l. Mmrc, P.E.
Avalanche conbol enginser
Mer, wbning. Ayalanchct. Aeal&'ahc hrol &rihrfiinr
A8/U/2AA2 15:37 9796413236 ART F1EARS PAGE 82
1
1 REPOR'T OBJECTIVES AND LIMTANONS
As discussed with Odell Archibc{s (the prolact architrgc-t) and David Cuehmarn of
Church anrl Asaociatee, this report has the following objectives:
a. [:.valuation of the debris-flow pd€ntial at the afiordable housing site;
b. Oaloulation of the debris-frow dynamics through appropriate mode'ling
t;chniques that take field obsarvslions into account;
c. F,roposal of mitigalion at buildings; and
d. ()alculation of debris-flow loading potential on the proposed mitigefiion.
This report also has the folloring limibtions, wlrich should be understood b1'all
those relyirrg on the findings, condusione, end re@rnmndations.
a. I'he analysis is sibspecific, thus appliee only to the Middle Creek site;
b. the mitigation recornnpndations depend on ttre OdellArchitecG
ceveloprmnt plan "A1.0," undabd; this was the latest aveilable arl of
tlre July, 2002 field work; any oubgtantial cfranges to theee plans tnay
irtvalidate the findinge and recomnendations of this report;
c. ()alculations of debris-f,ow dynamics aSgunr a reasonab_ly foreseeable
event with a rstum period on the order of 1000 years (103D yearc);
extraordinadly large event8 with eizes in excess of the event assuT|ed
here could occur.
2 FIELD 0BSERVANONS
The field olpervetions are diecussed in further detail in the accompanyirB re port
by David Crshman. Primary observations are ouUined below.
2.1 lUaior debliq-flor source areas. A typicel potentiel eouroe area (irreas
'rhere potentially unstable elopes exist) is shown on Figure 1, an
tlnlargement to a ecale of 1" = 500' of the U.S. Geological Survey
rluadrangle map. Larg+volurn (in exoess of 10,000 yd') exist on
riteep eouheast-facing slopes approximately 500 fuet above the
llfiddle Creek channel, Additional Eouroe areas also exist on the uvest
r$de of the valley farther b the north or to tha south of that ehown on
lsigure 1. The large Booth Craek debrie flow of lrlay, 1984 shrtecl in
iln area eimilar b the one shovm.
2.2 ltlinor debds-fow source area-g. Minor Bouroe areas also exist wi lhin
srnall landslide baturee on the east skle of he valley a short distitnce
rtbove the old (deactivat6d) U.S. Geological Survey gaging sbtiorr.'fhese lardslides are too ernall to show on Figure 1.
2.3 l?revipug towg. The Middle Creek chennel has extensive prior de rbris
llow and flood deposita. TtEse consist of boulders (up to 3 feet in
tliarneter), smeller rocke, soil, and vegetative debrie. The llow
tleposib arc lobaE in shape within the channal and on the allwial hn
A8/L4/2A92 16:37 97A6413236 ART i,4EARS
above lnbrstate 70, charac'tedstic of debris florrt. The lobes are up
to 5 ffi in thicknEes. A &'tuot diameter rock is congidered to be of
ths sizo to be us€d in design for impact at the buildings and is
consisbnt wilh observetione.
2-t[ Freouenw of fiorvs. Definitive ostirnat€s of debds-f,ow frequenq'
nere not obtained and rnay be impossible to estimate accuretely
because of mixing by many floods and srnall debris-llor evenb. Only
nearest'order of magnitude" (oonect b the nearcst hctor of 10)
estirnatee can be rnade. Based on our eryerienoe, we doubt the
retum period of large llorvs_ reaching to the alluvial fan could be as
long as 1O,OO0 years ('tdr years) or aa ehort as 100 years (102c
years). We assunn_, therebre, thatthe retum pedod lies in the ntnge
of 1,000 14r-ars (19:'yaars) and probably liee betvreen 300 and 3000
years (10'" to 10* years). More accurata estirnatee rnay be po:r$ble
using detalled nadleca6on dating of buried soil horizons, but yve
Coubt such studi€s rvould be fruittul given the propeneity br mixitrg of
soil layers by f,oods and fiorrn within the channel. Furthennore, lo our
knorvledge, sudr 8ft.ldies have not been done at ofter locations vdthin
dre Torn of Vail.
2.5 the alluvialtan characbdstics. The cunent alluvialfen is sho,vn on
'lhe detailed topographic map (Figure 2) provided courtesy of Torr
Kassmel of the Town of Vail. This fan consiets of debris that has
lreen tansporEd doun Middle Creek by floods and debris florrc rmd
's intermir€d with glacially-bansported bou{ders Fom upper Boo0r
lreek and the high+levation basins to the east and north. The
l\tfounhin BellRoed, the large communication toil€r, the earfy-
rearning c6nler, and parking lots have been excevated into this fzn.
3 DEBRIS;FLOW MODELING
3.1 l-imihtions of rnodelinq. Procsduresfor rnthematical modeling ttf
rlsbde frow are available and heve been used at various areas
throughout the United Stabs and elsewhere. All of these models are
r;ubject to sone undefinable degree of unoertainty b€Eause tp f iction
irnd otier resistive terms used in the nrodels are not known but rrust
lle estimated- We bel such modeling is of limited applicability here.'[he Middle Creekfows, similarto those observed atVail in 19&4,
t'eeult as unstable soil end rock avalandre and slide into flooding
lributary channelg durirg heavy spring runofi. The flovns begin as
ttnstiable, saturebd eoil is "pushed" ofi sbep slopes by groundwater
lilped through and betlpen sedinentary rock layers. Thia is exa$y
\yhat occunad in rnany ol tle 42local xfl-slip landelide, debris
avalancfres and debrie frorvs of 1984. Such events do not lend
lhenpelves to $pical hydraufic modeling, but ingtead, suggest an
twalanche-type or'inertial-tlpe" model in wtricfr the initial
PAGE O3
2
68/14/2AAZ 16:37 97A64L3236 ART MEARS
landslidddebris avalanche stage rnoves at relatively high speedtr and
quickly deoderates to slorwr speeds in the str€am channels.
3.2 Mo4gljltq goelied. We applied a two-dimensional, three-compon:nt
stochaetic nrodel to the avalanche/debris llow prooe$ at Middle
Creek. This is kinetically similar to an avalancie rnodel but the
pararnebrc that control the output of dre model were rnodified to
eimulate field obsenrations. The peults are summarized graphically
on Figure 3. A high speed of approxirnately 20nr/s is atbined on the
steep slope but a more'steady-stab" velocity of approxirnately 6 - 10
r/sec (20 - 33 ft/eec) is rnaintained in the centrel cfiannel above the
alluvial fan. Velocity measurernents of the maseiva Booth Creek fiorvs
nere not rnade in 1984, but visualestima€e made by rnyself suggesl
speed maximE in the 4-5 ny'sec (1&18 fUsec) range in the uoper
channel. WB essunre, therebre, an impact speed of 4nlsac (13
ft/sec) et the proposed housing units on the alluvial fan because his is
consisbnt wtth ttre 19&4 observations and the modeling resulb. This
speed une ueed in the developrnent of design cnteria.
MITIGATION DESIGN CRTTERIA
4.1 Elemenb of the desion gdtada. Theee consist of three elements: (a)
the inpact pressure, (b) the impact height, and (c) impacl of boulders
in the f,ow. The nngnitudss of hese pararreters depend on the
ooation and odenbtion of building gurfucee eposed to the fro ,.
4.2 .lmoact eurfaces. These consist of the uphill (north) facing walls tf
rruilding "A" (which is ergosed to nonnal inrpact) and the west-fating
'ltall of building 'C' (wtrich is exposed to rsduoed normal impacl and
,rhear), These are summarized on Figure t[ wtrich indicates tte
tnagnitudes and vertical disbibutions of the debris-flov design loards.
4.3 'Solid imoacl of boul-d.e_qs. BulHing walle are also erposed to irn$tct
t?om tfie 3-fuot diarneter deeign boulders wtrich could be cenied in the
1low. The irpact of a solid boulder diftn from the impact of the fine-
tlrained materiel and small rocks comprising the matrix of the mu,l
trhich produces the impact pressurss defircd in Figure 4. The
boulders produce pdnt loads. Forflexible consfruction elements such
irs beams, structural deflection must be considered in computing the
impact brce, P. Equating the kinetic energy of the lfoot design
Iloulder with vrcrk elqendq! in bending defiection yields the
relationship P = (M W K) o't, wlrere M L rre rnaes 6tne g-lcot bculder
t'2,333 lba or 72.4'slrBs'), V is the impact velocity (13 ft/sec), antl K is
rt stiftress factor. For a sinple cantilever beam, K = 48 El/Lo, wh,tr€
lil is beam stiffness and L is lengfi. The relationships erpressed
itbove indicate that flexible struc'tural rnembers are more efficient in
lesisting impect than stift ones. The actual elpregsion ficr stifinesrs will
lrobably differ from that given depending on shrctural engineering
rletells and would need to be condde€d in finalengineering.
PAGE A4
3
AB/I4/2882 16:37 97864L3236 ART MEARS PAGE 65
4
FI,EURE 1. Oasln bads on ex'psd f,, ofDr*frgs A' (t otlh-
fsl,'f,4/ od e (west]Ftr'n.f/^ l@ il lritd(ks ue nd rrdud€d and
6n be *t/gted in a ngulg ffi to ilpt d Srlcsotr 4.3.
.l
I
I
tl2?gaf
(silan on lnrlldr,Dg "c" 1g M of ncral'ltlecsurc
4.4 1\ddilional consideqgqions. Windowr and dools should be avoided on
lhe nor$ eide of bullding 'A' and the nest silJe of building 'C" unless
lhey are designed br inpad of debds end rocb.
4,5 ,\ltemate mitigqtign*_An altnmab form of mitigation considered uas
rlonsfuctng a defieding wall on the south side of the dtannelabrye
lhe parking ares and exisUng Mt. Bell building. This eltamati\,€ was
tojectad because fiald woft conduded on July 30, 2002 indicatec (a)
rnajor f,om (eimilar b the Booth Creek flour of 1984) would quick y fill
in $e channel, and (b) gmall, lo*viscosity f,ot ts coufd be defrec'tttd by
such a berm donnstreem onto adjacent prcperf, in violation of
tlhapter 21 of the Vail hazErd ordinanoe.
4.6 llomoliance wi-u_\ Vail Hazard ordinance. The propoead mitigatiorr will
lrc fully conplienl with bnns of Chapter 21 of the Vail hazarde
ordinance. The mitigation will not daf,ect frons onto adjacent pulilic
(rr privaE property.
6e/I8/2A42 o9:E@ 9796413236 ART MEARS PAGE A2
D
5 ROCKI=ALL
' The north wall of building 'C' is indiceted on Vail hezErd tnaps as lying within a
"rnoderate eeverff rockhll hazard area- The steep tenain direcfly above the
building ri:;es approximately 60 vertical feet and doeo contain some srnall, (< 1
foot long) potentielfy unstable boulders. Sonre of theee appear to have rolkd to
the propoeed location of the north watl of building 'C.' Suclr rockfall evenb
would not darnage the building and are aucfi rare evente that mitigation is not
recomnended.
Report prepared by,
C:,1il,*1 v\[r o.,,/
Arthur l. Msars. P.E.
A8/I4/2802 16:37 9706413236 ART MEARS
a,GURE 1. .lffitlon nq #nw}llg hyaotffit ffin d I meit, '8norF'Clcleh tyry' ttow.
St,ci en evsnf uos usd in head quentiltHfron. SmahrundeDb rhpes wrng elfi lo(.affi on
fic 6e6f si* ol da ctlcrulrl W E 10O feei. slevation.
SCAL€; 7'= &O
PAGE A7
n EGdc | ! qf, D.dt l&l Dcc MD!?
88/L4/2882 l-6:37 97A64L3236 ART MEARS PAGE A8
Ltflr
FICUFE 2. DE/tailed /qFpgillF,hlc mry al tll nirdp Ct€pl. $uyid fan ltcr;ailon of 11|,is pntject)-
@!ng pobntial llmlts d c mtryirltot crtffirg anant (JW, AOZ) cpnAfior,a. rv€',/y|F1proios€d
Utffiirrgl and Wrdco,plrtg may dterlrw dlnld|wt.
SC"AI€: l'= l(E
tUfiD)
7aM)1=Ea:
gSlL4/2552 16:37 97964L3236
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c: \plh\niclctle :rcch f[oH. rxt
Patb dropr: 251 r
Ftlctlon mr - 0.11
Iog nlD - 2.o0
Rudoo R - 0.400
Alpha - 15. { degrccr
ART MEARS
1{82 prrtlelca drpolitod,
PAGE 69
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......... ........-.!rqrt tt cGd {tlat - 19. t n/sl
------rh.n rEGCd (!rr - 2A.l !/sl
- Drporltloa (not to rca.l.c,
Brit lnd eie( dLotributioi!
in your .fl]e cr\plk\result!,txt
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a@t't&,rilr. l,ofFeri'!
CHURCH & Associates
ENGINEERS & GEOLOGISTS
Sep 12 O2 O9:38tr p.?
September 13,2002
Michael loughlirr & Company
Attn: MichaelCoughiin
i40 East lfth Aveuug Suite 700
Denver, Coloradc' 80203
Subject Geological Investigation ofDebris Flow and Rock Fall Hazards
and Mit gation Recommendations
Proposel Mddlc Crcek Alfordable Housing Project
Vail, Eagle CountY, CO
Job No. 14613
lvlr. Corrghiin:
As requested, CI{URCH & Associates (Ctruroh) and Art Mears, P.E. Inc. (Art Mears) hnve studied
Oe geotogic iazrds related to debris flows and rock falls at the subject site. The purpose 'rf our work
is to zusrmarize our fiadings aad recommend mitigation measures for the planned strur nrres This
report clescribes the geolo#of the site area.and.disctlsses the geologic hazards present' Art Mears
*illpr.r"n design criteriifor the structures under separate coYer. Jh.e project Structur{ Engineer
and ihe project lrchitea (Ociell Architeas) wilt incorporate the design criteria into trc building
designs. koecil,:in Consuliing Engineers Inc. is providing geotecbnical recommendatirns for the
prop-os"d dweiopment. R. J. Ii'ish p-erformed an fnginesring Geologic Hazard Study for the project,
irs presrrrrted in a report dded August 16,2001.
BACI(GROUND AND SITE CONDITIONS
The sutrject prof erty is located in Vail, Eagle County, Colorado. The lot-is north of the I-'70 Frostage
Load and *lst',rf tnr oH Vaii exit of Interstate ?0.'the site is located in a pan of th5 South l/2'
iouthe.rst li4, o[section 6, Township 5 Sout\ Range 80 West, ,Qr{ble, multi-familF strucilres
ar. propos.d for. the prr*i. fhu concept grading plin prepared by Peak Land Consultt.nts and the
O.nltopr*t Plrn Drawing Ai.0 by Obtf e.cniticts indicate tluee housing buildings :'re planaed,
iuildings A and B of modirUe size, and a larger Building C. Existing structtu'es include a Mountain
3e1I teiephone building and tower and an Earty t earning center, Th1 Early Lea::niag c:nter (ELt)
will be moved irito a new building in the southiast cornei of the site. An access road and parking lots,
were created for the Mountain eeit buitaing and ELC, with associated cuts and. fills to a rrarimum of
uUo* f O i".f tti:;h. Yard areas have also been created on the slope, with smaller cuts ard fills' The
westem and no:1hera portion of tlre site are wooded with cottonwood, aspeq and fi:, while thc
3astem portion i; covered with grass and bushes with soattered asPeo trees'
The property is located on an alluvial fan complex emanating fiom Middle creek on the rrorth side of
inr VuifVrif.y. Gore Cr..t *os in the valley bottom and drains to th€ v/est' The grour d surface in
the par,:el sloper down to the soutlL and the eievation in thc planncd building areas rangeE from 8280
CENVEF 450: Wads,vorth Boulsvard
303.463.91r 7
\{heat Rldge, CO E0033
Fax: 303,453.9321
CASTLE FO( :K 303.660.435€
EVEFGRE:N 303.816.1455
LovELA.l0 970.66C.11?4
wESTEFN sLc2E 970.948.5803
Sep.12 O2 O9:38a
Gcologica Investi g$ion
.obNo. 14613
page2
to 82ll feet. Eedrock oo the north side of the valley is coruprised of the Mintum Formation,
consisting of sandstone, conglomerate, siltstonq shale, and limestone. A portion of tte Bedrock
Crulogic. Sur{icial Deposits and Poteutial Geologic Hazard Map Eagle Countv. Coioracle by Allen
Miller, Consultirg Geologist, 1977-78 is preserted as Figure 1. The base maps for this study were
prepared by Charles S. Robiuson & Associates. The Minturn Formation is a Purnsylvaoian age
deposit described as medium to coarse-grained, gray to reddish-brown, sandstong ccnglom€ritic
sandstone, thin t'eds ofreddish-brown siltstone, and sandy and silty shale and prominent pinkish-gay
to gay timestorre beds. The property lies on an alluvial fan, and bedrock is only exgrsed on the
steeper slopes ncrthwest of the site and in the channel of Middle Crsek. The alluvium consists of
gravel :o boulder size rock fragmeots in a matrix of silty sand. Boulders typically raage_from l_ to 3
ieet ne,6 the site, but boulders up to 6 feet in diameter occur in tbe area. The slopes to the north are
mantled with glrcial deposits called Morarne. The Morainal deposits consist of bouldes, cobbleg
grave[ sand and siit deposited at the margins ofthe glaciers that once filled the Vail vtlley. These
iateral Moraines covsr the slopes north ofthe site up to an elevatioo of about 8800 tc 9000 fe€t.
When we obserred the channel of Mddle Creek north of the site, we noted that the noraine was
present on the eut side ofthe valley but the west side had thin colluvium over bedrock or exposed
ledrock. Erosiorr since the end of the last Ice age has removed much of the Moraine and leposited it
in the \ralley bottom as well as in the alluvial fan underlying the site.
DEBRIS FLOVE
During times of heavy precipitation or rapid snowmclt, water is concentrated on the siope s above the
valley bouom rnd runs off quickly, creating floodwaters and occasional debris flons. At the
relatively high elevation of the Vail are4 debris flows are typically created during pericds of rapid
snowmelt and nrt heavy precipitation from thunderstorms. The drainage basin uphill of the fan is
relatively large, tn the order of6 or 7 quare miies, and the slopes are steep but usualiy c'rvered with
vegetation. For this type of basin, debris flows are typically generated by relativeiy infreryent slope
failures within tre drainAe basi4 which introduce large amounts of unconsolidated nurterials into
Middle Creek ard floodwater transports it downstream and ultimately to the fan. By rornpariso4
smaller and $teeler basins with abundant ioose materials on the vailey sides generate m('re frequent
but oflen smalltr debris flows. In ordcr for debris flows to occur, several conditions must exist,
:ncluding 1) zuficient available unconsolidated debris, inciuding soil, roch and organic naterial, 2)
steep slo.-pes, ancr 3) a potential for undrained conditions to develop within the initial flov' mass. In a
soil saturated ftornsnow melt or during rain, the pore water pressure withinthe soil inleases and
only a slight increase in external stre$s can induce flow mobilization of debris (liquetbcion)' Some
resiarchss have zuggested the stress increase necessary to cause a failure can be as mi nor as load
transfer fron swaying trees, small ground vibrations, or strong wind gusts. The relatively :ine grained
nature of the soit developed on the Mirturn Formaiion increases the risk of undrained conditions to
occgr in soii sinr:e the Minturn Formation is comprised of sedimentary bedrock with abuldant fineq
sucb a.g shale, rihstone, sandstone, and conglomerate. Debris flows are unique in tturt they can
transport very large rocks, and cao actuailt gain mass during tle flow process. lvlrss wasting
,ror.rses typicatly accumuiate coarse materials in existing drainage chanaels above the fa4 where
:apid vateirunoFliom intense storm events or rapid snowmelt causes the coarse material I to slide or
flow downhill. I{hen an area oflower slope gradient is reached the channeis often become blocked
with debris, and floodwater from higher in thi basin becomes temporarily btocked behin I the debris
darns. Once enorrgh water accumulates, the blockages re-mobilize and debris flows can rel'ult'
p.3
Sep 12 O2 03:38ir
Gcologica I Investigxioa
tob No. 14613
paCe 3
An e:<amination of the channel of Middle Creek disclosed source areas on the valley sides, where
oversteepend siopes in Morainal and Colluvial materials apparently fail periodically ard introduce
soil and rock in':o the sueam channel. We noted slope failures of various ages on both lhe east and
west sides ofthr: channel upstrealo. ofthe fan. An area ofoversteepened Morainal deposit was noted
on the east side rf tie Middie Creek channel about 200 feet upstream of the fan- We also noted wbat
nay be old debris flow deposits within the chaonei at one location abotrt 500 feet above the fan and
what appears to be an old landslide deposit on the east side ofMiddle Creek about 100(t feet above
the fan. An exa:nple of the kind of deposit that may help to generate debris flows is the landslide
deposit labeled t)ds3 (Quatenrary age debris slide) on Figure I which exists about 3500 lbet nonh of
thi fin on the w,*t side of the Middle Creek channel. This landslide was apparently dweirped within
:tre colluvial mirterial and siid downhill to the valley bottom. A similar phenomenon occuned in
Booth rlreek ea,t of the site ia May 1984, where a large debris slide and flow occurred rn the west
side of Booth Creek. This siide (and many others that year) was initiated U * slevstirn of about
9400 fest when water issued &om bedding plaaes and fractures within the bedrock ard satuated
slope materials, causing them to flow downhill into the channel ofBooth Creek where a debris flow
fi|lid tfte cre€k r:hannel and almost reached the water trealment plant. The went reportecly occurred
over a period of days and included many "pulses" of debris flows.
The alluvial fri was exacrined as part of our study. The active channel of Middle Creek is now
located on the otreme western edge of the alluvial faru but this has not always been the case. Middle
Creekhas nove,J back snd forth across the fan over geologic time as the active channel rvas biocked
by soil and the !/ater channel was diverted from the area ofthe soil deposit. The area frotn the active
stream channel to about 200 feet east shows evidence of numerous gullies and debris flcw lobes' In
this area, old chunels exist between raised lobes of bouldery materials. This area apPears to be tle
location ofthe nost recent debris flows on the fan. By compariso4 the area from 200 to about 500
ftet eagt of the present channel is fairly uniform in cross-section. We noted a prominent debris flow
deposit about 5j0 feet east ofthe chamrel. This tobate deposit is located south ofa fenced yard and is
about 5 feet thick, Numerous boulders with a nominal size of about 3 feet in diameter gxist within
and on the deposit. This deposit and associated field observations are the basis for the desigt
recommendatiors presented in the Art Mears report.
A dcflcc'tion wall and soil berms were originally envisioned as the mitigation scheme for the project.
However, after r:onducting fietd worh we believe there is a substantial risk that a Booth Creek type
event could resu.lt in a plugged channel between the walt and the steep hillside to the rort\ and a
later flow could overtop the dam and flow south towards the site. Another viable alternative is to
individually pro':ect eacl structr,lre on the fan that is subject to a d*ris flow hazard by dr;sigrring_the
structures to res:st the forces of a debris flow. Based on our understanding of the projct objectives
and constraints, we believe the best course ofactiou will be to protect the individual struotures. As
stated in the Art Mears reporE structures at risk are Buildings A and C.
TECOMMENnATTONS
Debris Flow Ha::ard
ln order to mitigile the debris flow hazard for this project, we recommend designing the north wall of
Building A and rhe west wail of Buiidhg C to resist forces from a potential debris flou evert. The
site hasl-been mrdeled by Art Mears in orAer to determine these forces, ard his report should be
consulted for deaited recommendations. A-ffected stuct$es should be designed for appli:able forces
P. '+
Sep 12 O2 CS:39a P.5
Geotogical Investigatistr
J'bNt'Pt"Trli
from the grounrl surface to 6 feet abovc the ground surface. The entire north building wali of
Building A will ]:e extended 5 feet without openiugs, aod designed to resist the apolicable forces' The
Dumpstu enclorwe buildin; ilJi"nrt "?ildidA;iii;;i be occupied, so it *itt rot need to
be designed to:.esist apptiille forces. The west sid-e of Building C willneed to be dxigned for
debris::low ibrc:s, but since the wall is not normal to the flow direction' the forces are reduced''A
lgfrining wall dosigned for-the applicable forces wifi Ue installed west of the nortlwett comer of
Building C to pptect tne area" *'n'ere *inaows exist. The solid meai door on tle west side at the
southwest corner should U" a*igt.l * iesist applicable forces, as wetl as the remainin'; west wall
without oPeningl.
The proposed mrtigation scheme will be fully compliant with terms of chapter 21 of the lrail hazards
oroirranie. The rnitigation will not deflect flows onto adjacent public or private property.
Rockfall Hazard
We observed the slopes above the site to evaluate the potential for rockfall .Portions of the project
axea ar€ shown <ln Vaii hazard naps as lyiog within nlrriJ"."t. severiry" roc6ail hazard area' Based
on the develop:nent plan and our obsl*itions, structures that could potentially be rrffected are
Buiiding c and the E*rv r.*lng center @LC). we examined the slopes above the:;e proposed
structures durinlg our fieid work ia irder to evaiuate the risk ofrockfall on a site-specific :asis' There
are no bedrock r)utffops .b;;th; area of Building cand the ELC that could coutribute rocks to the
buildirg area. Any rorHuti'hutarJniesent ;11el1ei to cobble to boulder sized rocks contfned within
tJreMorainedetr,gsilcoveringthebillslope'whilesomeiargebouldersseveralfeetacrossatepartialiy
exposed on the billslope, ie did not obsewe any that ippeared to-present a sigpifi':arn risk of
;ffi;;;;;r*fii,ti" G pio.i"a life, assumed to ue ibo years. Slveral smaller rccks' usuallv
about t foot in rliametet otl.ti i"". tolled down the hiil in recent years an! stgnneO 1e1r the bonorn
of the hill. Roc!:s of this ti".,-*nif. possibly able to siightly affect the exerior finish of *e structures'
do nor present a signif,c; tisk ;f structural Ottig"" aod.y." do not believe fonnal rockfall
protection mear;ures *. ;;;J. Construcion activitd may dislodge. some rocks Aorn the slopg
which should l" ,r*ou.j-u-ti-og *itii."y t""f-" that are noted to be loose on the slole above cut
areas. The developu and owneishould scale toose to"tt Aom the slopes above Buildirg C and the
ELC curing constructioo to reduce the risk for co$metic damage' In geoeral' the anticipr'ted removal
area is the steep er slopes b"io*
"n
elevation of about 83 80 feetl and not the more gentle ;lopes above
this elevation. .{ccess to ti. ,top. should be restricted since foot traffic on the slope nay dislodge
rocks. we should observe the area during construction to help guide this process'
LIMIIATIONS
It is important to realize that the risks from geologic haeards cannot be compietely elirninated witJt
engineered structures, and that the owner(s) **t o"o.pt ttte risk of property damage asrociated with
ths hazard zoir,: on tf,e fan. As stated in itre ,qtt Mears report, 9ur ryllendations ar: based on a
reasonably for,:seeable .u"nt *itn a return poioa oo lii. "'tO*
of i000 years' Due to geologic
uncenainty, it is possible that events larger than .t*toaO herein could occur' We believt' the outlined
approach wiil provide * o"r"piuUf. lJvet_protection eot:ift" planned structure and is a reasonable
approach for tle field "oodirio*,
except for the iowest risk approach which is avoirlance by not
buiiding on rh: site. W;;.k;;" ***tV oi p.tfot*un.e oTthe structures, either expressed or
implied. We slpuld r*i,* th. ."*pto"O de$gn *[en avarlable, as well as field concitions during
Sep 12 O2 O3:4O:r
Ceologicol IE Estigsion
tobllo.14613
Fes 5
construction. OL:r rnalysis and recommendations are specific to this site and the planned r)on$truction
as described herein and we should be contacted to r+evaluate orr findings and recommenddious if
plans change.
We appreciate tlre opportunity to be of service for this project. If you have Erestions, pltase contact
our office.
Sinccrely,
Church and Associates. Inc.
Q*cc
David A. Cushrna4 CPG
Enginetring Geclogist
DAC
3 copies sent
Afiachment
I copy to Artlun.[ Mears, P.E. Inc. 555 Cornty Road 16 Gunnisoq CO 81230
i copy tc' Odell lrchitects, P.C. Attn: Lee lvlason 32065 Castle Cort Suite 150 Evergreeq (:O 80439
Faxed to 30367C-7162, Attedion Tony },iutsch
I copy to Peak Lrrnd Conzultartg Atr: Mark Tarrall 1000 Lion's Ridge Ioop, Vail, C0 8l6j 7
p.6
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Se.p. 12 02 09:40ir p.7
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Qds3-DebrisSides,letterinparenthesisindicatesunitthatfailed
?Pm - .Minturn lionnation
Qm - lvloraine
Qaf - Alluvial Frn
Scale 1:24,000
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/
Figure 1
Map of Surficial Deposits
Job No. 14613
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J
ODELL ARCHITECTS PC
Date:
To:
Re:
From:
Remarks:
February 9,2003
Allison Ochs
Town of Vail Dept. of Community Development
75 Frontage Road
Vail, Colorado 81657
i
0120 - Middle Creek Affordable Housing
DRB Submittal
Bridset Venne
Odell Architects, P.C.
32065 Castle Court. Suite 150
Evergreen, Colorado 80439
Phone:970.4'79.2369
F ax P h o ne : 97O.479.2452
Phone:303.670.5980
Fax Phone : 303.670.7162
For Your Use I For Your Review !Please Comment !Urgent n
Allison,
Enclosed are 4 full-size copies and I 8.5x1 I copy of our DRB submittal for Middle
Creek Affordable Housing. There is also a short memo, which describes our
proposed changes. If you have any additional questions, feel free to contact myself
or Lee Mason in our office. Thank vou.
Bridget
Bridget Venne
Odell Architects, P.C.
L
Date:
To:
Re:
From:
Allison,
ODELL ARCHITECTS PC
February 10,2003
Allison Ochs
Middle Creek Affordable Housing - Preliminary DRB review - March 5, 2003
Lee Mason
This memo is a summary of the design evolvement of the Middle Creek project since the project
received PEC approval late last Fall.
Middle Creek's PEC approval was based on l5 conditions that must be met prior to application for
building permit. These were documented in PEC Meeting Minutes from September 23,2002. Frcma
design standpoint, we have addressed many of the issues noted in Item 10, and further reinforced our
compliance with the Vail Design Guidelines. I will outline specific design changes to the project
based on our meetings with Jeff Winston after I address the 15 conditions item by item.
1) All items in Condition #l will be met and accommodated prior to application for building
permit. We have already received our CDOT access permit and are working with CDOT to
design the improvements on the notice to proceed plans.
2) Proposed grading not on the property will be approved by adjacent owners prior to permit.
3) All information required in Condition #3 will be submitted as part of the final DRB
submittal.
We are continuing the DRB review process with this submiftal.
Shaw Constnrction will develop and submit a phasing plan prior to application for permit, if
required.
All off-site improvements will be subrnitted prior to application for permit.
The project has already received a verbal approval for our CDOT access permit (paperwork
to follow shortly) and we are working with them to design the site improvements.
8) We will have preliminary color and materials for the preliminary DRB meeting on March 5.
9) Bonding requiremelts to b€ addressed in Developrn€nt Agreement.
10) During the past mont\ the design team has refined the building design, as is noted below.
I 1) AII units will be Type 3 employee housing.
12) Coughlin and Company has submitted an approved Parking Management Plan.
l3) The landscape plan has been adjusted to increase 100% the trees on the North Eastern
planting zone, and 5O%o on the Southem planthg zone. We have added 50 Evergreen trees,
as well as 100 single-stem Aspen trees.
14) (There is no number 14 in the PEC Meeting minutes)
15) The submitted landscape plans expand the landscape islands on the surface parking.
4)
6)
PrelimDRBmemo2- I 0{3.doc
Paee 2 of3 Contents
In iesponse to Condition 10, * " lutt
months to refiae the design. Specific design items reviewed and adjusted are as follows:
o Building Mass has been reduced in several promrnent locations. I full floor has
been removed from the eastern section of Building A, and 2 stair towers have been
removed from the front of Building A. These stair towers were previously partially
located in the set-back. The southeastem corner of Building C has been broken
down into smaller segments, creating more significant breaks in building mass at
this prominent comer.
o "Hardi-board" paneling has been largely eliminated. The paneling only occurs at
the plaza areas of Building C that are hidden fiom view and at the north elevation of
Building C. All building facades that are visible from the town are of a heavy
textured cementitious stucco product.
. Stucco joints have been eliminated. We have developed a construction detail with
Shaw Construction that will allow "invisible" joints.
o Eaves have been extended. Gable ends extend 16"; eave ends will extend 12". A
heavy builrup fascia board has been introduced with a 2" x 10" profile.
r Arcade columns have been widened and have a stone base, evoking a classical
"colonnade".
. Attic vents have been redesigned to have a "dormer" form with a gable roof. This is
a form seen on a number of the older Vail buildings.
e All windows facing south and along the east elevation of Building C will have a
recessed profile, being mounted on the inside of the exterior wall. This creates a
"punched" opening outline with a heavy shadow.
. Many windows will have integral mullions.
o All recessed windows in stucco walls will have a built-up sill detail.
. We have introduced a few, randomly placed "Romeo and Juliet" balconies.
r Board and batten shutters have been added to a random pattem of windows.
c The south wall of the parking garage at Building C has been stepped in and out to
break down the expanse of vertical wall. Furthermore, an additional roof section
has been added at the southwest comer of Building C (over the entrance to the
parking garage) to reduce the apparent vertical height at this location.
o The roofs at the towers have extended eaves and heavy brackets. We have added
brackets under the gable eaves on the buildings as well.
Enclosed with this memo is a set of Preliminary DRB documents dated February 10, 2003. We will
supplement these documents on February 19,2003 with color graphics and 3D computer
photomontage views of the project. We look forward to presenting this project to the DRB. Thanks
for your help in facilitating this process.
Lee
O :\Proiects\02 I O\memos\PrelimDRBmemo2- I 0-03.doc
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