HomeMy WebLinkAboutVAIL POTATO PATCH FILING 1 BLOCK 2 LOT 8 TRACT C RED SANDSTONE SCHOOL ATHLETIC FIELD AND PARK LEGALTOWN OFVAIL
Worlrs & Transport ationDepartment of Public
1309 Elkhorn Drive
Vail. Colorado 81657
970-479-2158
Fax: 970-479-2166
www.ci.vail.co.us
Town of Vail
OFF?flr "ffiOPY
To: J.R. Mondragon
Town of Vail, Building Deparhnent
From: Gregg Barrie
Town of Vail Department of Public Works
RE: Red Sandstone Elementarv School Athletic Field
Date: February 12,2003
Dear J.R.,
The purpose of this memorandum is to notif the Building Department that the Deparfinent of
Public Works has accepted the Work completed for the conshuction of the athletic field at Red
Sandstone Elementary School. The Work was considered complete and was accepted by Public
Works on September 26,2002.
Please find the following attached:
l. A letter from CTl/Thompson, Inc., the consulting engineers for the Athletic Field
project, stating that the field was conskucted per their specifications.
2. The letter of Project Acceptance signed by the Town and the Confactor
3. A copy of the As-Built drawing
Please let me know if you require additional information.
Sincerely,
,7m/5*^>--
(r"{#*'i"
Project Manager
{go"ouor *
February 7,2003
Town of Vail
Department of Public Works
1309 Elkhorn Drive
Vail, CO 81657
Aftention Mr. Gregg Barrie
Subject: Red Sandstone Elementary School
Soccer field
Vail, Golorado
Job No. GS-3435
Town of
OFF'f,;il
Vail
f;OPY
Gentlemen:
GTUThompson, Inc. has provided construction observation and materials
testing during construction of the soccer field at the Red Sandstone Elementary
School in Vail, Golorado.
Excavation and fill placement was started on August 17,2001 and was
substantiallycompleted on November2,2001 . Based on ourin-situ densitytesting
and observations the fill was constructed in general conformance with the
recommendations contained in our geotechnical investigation (Job No. GS-3357,
dated June 14,20011. Details of our site visits during construction and results of in
placed density testing have been previously reported (Daily Reports 1 through 31,
Job No. GS-3435).
We appreciate the opportunity to work with you on this
any questions regarding the report, please call.
Very truly yours,
CTUTHOMPSON, INC.
Dan Downing
Laboratory/Field Manager
DD:JM:cd
(5 copies sent)
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTER DRTVE r GLENWOODSPRINGS, COLORAOOaT6OT r (970) 945-2809
project. lf you have
Joh
LETTER OF PROJECT ACCEPTANCE
September 26,2002
This letter acknowledees that Rf"Vail wo't
under the Contract titled ",ffi@Py
satisfactory to the Town of Vail and establishes a Warranty Period for the Work which
begins on June 26.2002 and ends on June 25. 2003.
The undersigrred agrees that, if any portion of the Work or material proves defective
during the Warranty Period, he shall replace any such defective material and remedy any
such defective work to the satisfaction of the Town and shall defend, indemnifr and save
harmless the Town from all damages, claims, demands, expenses, and charges of every
kind which may arise as a result of any such defective material and workmanship during
said period.
It is the responsibility of the Contractor to accompany a representative of the Town of
Vail on a Warranty Walkthrough a minimum of one month prior to the end of the
Warranty period if so requested, although additional walkthroughs can occur at any time
during the Warranty period. Any and all Work deemed unacceptable by the Town
according to the General Conditions of the Contract will be noted and a procedure
established to correct the Work.
Prior to Final Payment, an Advertisement for Liens and Encumbrances will be published
in the VAIL DAILY each Friday for four (4) consecutive weeks beginning on Aueust 30.
2002 and ending on September 20. 2002. Final Payment can be made to the Contractor
contingent upon submittal to the Town of requhed As-Builts, Manufacture's Warranties,
Instructions and Maintenance Manual, Site cleanup, and submittal and approval of a Final
Request For Payment to the Town.
?aen>'.e
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Building Permit #:
97G479-ZIj,9 (&twg.etc)
rrquired
-
mechanical. etc.!
75 S. Frontage Rd.
Vail, Colorado 81657
CTOR
COMPTETE ALUATIONS FOR BUITDING PERMIT
General @ntractor:-l?vo(t*\co^:<r. Ce
Town of Vail R€. No.:Contact and Phone #'s:
pg1 fi,n,at %tgt7o
TOTAL:$ lo3. b.7o
7l olo G30ze oLl
Joblddress: 5Sl N. Fcor^cc.-Eo t)esf
Arr-- DIOS
Job Name: ?gO SaPoaTol. lue '.a'.,taa4- €caoov \Trrue-rr<- FrewQ
Owners Name: Ta,-r_, aF y'r.q Address:19 9. ?oo -r*oe 96, \,/,$r u 6tLS1
De V*w Et(4
1o ^,, sttzez,rt o^t oO A -./ Azt^t t€.Tr c- FtG-c-D O.l A c-rZE s r^r Sre€
WorkClass: t'tew(yf AddiUon( ) Remodel( ) Repair( ) Demo( ) other( )
Does an EHU exist at this location: Yes ( ) No (X)Work Type: Interior ( ) Exterior (rz) Both ( )
Typeof Bldg,: Single-family( ) Two-family( ) Multi-family( ) Commercial ( ) Restaurant( ) Other(X) 1./pa6
No. of Accommodation Units in this building: ,y4No. of Existing Dwelling Units in this building: N +
4
Does a Fire Sprinkler System Exist Yes (
For Patel #Asrcsrc Office at97o-3,
FOR OFFICE USE ONLY*************************************tr
lther Fees:DRBb:
Public Wav Pennat Fee:
F :/everyone/forms/bldgperm ZD
PAID JUL ,-gIOAI
Town of Vail Bot
RECEIVED
JUL 3 O ZOO1
TOV.COM.DEV.
1""-
2001
OFFICE COPY
June 14,
Town of Vail
Department of Public Works/Transportation
1309 Elkhorn Drive
Vail, CO 81657
Attention: Mr. Gregg Barrie
Subject Geotechnical lnvestigation
Proposed Soccer Field
Red Sandstone Elementary School
Vail, Colorado
Job No. GS-3357
This letter presents the results of our geotechnical investigation for the
proposed soccer field at Red Sandstone Elementary School in Vail, Colorado. We
performed a geologic evaluation for the proposed construction at the site under our
Job No. GS-3356 (letter dated June 4, 2OO1l. As part of our geotechnical
investigation, we performed a slope stability analysis. The following paragraphs
describe site conditions, the proposed construction and subsurfiace conditions. A
discussion of slope stability and recommendations for site grading are also
included.
Site Conditions
The site is located north of the pedestrian bridge over l-70 in Vail, Colorado.
The existing Sun Vail condominiums are south of the site, adiacent to the toe of
steep slopes. The Red Sandstone Elementary School building is east of the
proposed soccer field. Single-family residences are on slopes above the site to the
north and west.
The site can be visualized as a natural topographic bench that slopes down
to the south at grades between 15 and 25 percent (see Figure 1). Ground surfaces
on slopes above the site to the north are at grades of 55 to 65 percent. Slopes south
of the site vary from about 70 percent adjacent to Sun Vail condominiums to about
GTL/THOMPSON, lNC.
CONSULTING ENGINEERS
234 CENTER DRTVE r GLENWOOO SPRINGS, COLORAOO 81601 r (970) 945-2809
30 percent adjacent to the gravel play area. An abandoned irrigation ditch
approximately 4 feet wide and 2 feet deep trends down to the southeast below the
southeast part of the bench. Vegetation consists of sage, grass and weeds. Aspen
trees and willows are on the steep slopes above the site.
Prooosed Construction
Plans are to construct a cut and fill balance pad approximately 500 feet long
with a maximum width of about 120 feet as shown on Figure {. Maximum excavation
cut depth of about 8 feet and maximum fill thickness of approximately l0 feet are
proposed. The fill embankment at the south side of the proposed pad is planned at
the crest of steep slopes above the Sun Vail condominiums. The soccer field will be
located at the west end of the pad. The area east of the soccer field will be irrigated
turf. We understand permanent cut and fill slopes will be re-vegetated with native
vegetation.
Subsurface Conditions
Subsurface conditions at the site were investigated by drilling three
exploratory borings (TH-l through TH-3) at the approximate locations shown on
Figure 1. Drilling operations were directed by our engineer who logged the soils
encountered in the borings and obtained samples of the subsoils. Graphic logs of
the soils found in our exploratory borings are shown on Figures 2 and 3.
Subsurface conditions in our exploratory borings consisted of nil to 1.5 feet
of sandy clay "topsoil" underlain by silty to clayey sand and gravel with cobbles and
boulderstothemaximumexploreddepthof25feet. Observationsduringdrillingand
results of field penetration resistance tests indicated the sand and gravel were
medium dense to dense. Practical auger refusal occurred on cobbles and boulders
in TH-l and TH-2 at depths between 5 and 17 feet Free ground water was measured
3 days after drilling at depths of 18 feet and I 5.5 feet in TH-2 and TH-3, respectively.
Three samples of the soils selected for gradation tests contained 10 to 25
percent gravel, 45 to 57 percent sand and 28 to 33 percent silt and clay size material
'(passing the No. 200 sieve). Soil sampling equipment limited the maximum
retrievable soil particle diameter to 1.5 and 1.9 inches, depending on the type of
samplerused. Gradationtestsarerepresentativeofthesmallerfractionofthein-situ
soils. Observations during drilling indicated a significant percentage of the soils
consists gravel and cobbles. Gradation test results are shown on Figures 4 and 5
and laboratory test results are summarized on Table l.
TOWN OF VAIL
PROPOSED SOCCER FIELO
RED SANDSTONE ELEMENTARY SCHOOL
CTUT JOB NO. GSJ3'
Slope Stability
ln order to evaluate relative slope stability it is necessary to approximate
slope geometry, the general profile of the subsoils, potential ground water
conditions and the strength parameters of the soils. Slope geometry before and after
the proposed construction was modeled from site plans provided by the Town of Vail
Departmentof PublicWorksffransportation. Localvariations from the mapped slope
geometry will occur. The subsoil profile was based on our exploratory borings at the
site. We assume the fill will be built with the on-site or similar soils. The bedrock
surface was modeled based on geologic mapping and our experience in the area.
Ground water conditions were modeled from levels measured in our exploratory
borings, site observations and our experience. Seasonal high ground water levels
will be the critical condition for slope stability. Shear strength of soil is defined by
friction angle ($) and cohesion (c) for the Mohr/Coulomb shear strength model. For
our analysis, we estimated shear strength parameters based on correlations with
laboratory test results, field penetration resistance tests and our experience.
We analyzed the three cross-sections (A-A' through C-C') shown on Figure 1-
A portion of our analysis results are shown in Appendix A. The term "factor of
safety" describes the ratio of the strength to resist sliding compared to forces
tending to cause sliding. A factor of safety of 2.0 means the strength to resist sliding
exceeds the driving force to cause sliding by 2.0 times. For long-term stability, a
factor of safety of at least 1.5 is considered desirable. The calculated minimum
factors of safety for slope geometry before and after proposed construction are
summarized on Table A below.
Table A
In our opinion, the risk of slope stability failure is low for the existing slopes
and the currently proposed construction at cross-sections A-A' and B-B'. Our
analysis indicates the steep slope above the site at cross-section C-C' is less stable
than desired. However, it appears the planned construction will notfurther decrease
the existing hillside stability. We should observe actual subsurface conditions
exposed during earthwork operations. lf conditions are different than anticipated
from our exploratory borings, we will re-evaluate slope stability issues. lf the
strength ofthe excavated soils appears less than the strength used in our analysis
or ground water seepage from excavation faces is obseryed, some mitigation may
be recommended. Installation of horizontal drains or construction of an interceptor
TOWN OF VAIL
PROPOSED SOCGER FIELD
RED SANDSTONE ELEMENTARY SCHOOL
CTUT JOB NO. GS.33'
----:-.-:1t:.
trench are common methods used to lower ground water levels and increase the
slope stability factor of safety. We suggest a contingency fund be considered to
cover the possible cost for installation of horizontal drains in excavated slopes
and/or an interceptor trench along the top of the excavated slope.
Site Gradinq
Guideline site grading specifications are attached as Appendix B. Planned
excavations can likely be accomplished using conventional, heavyduty excavation
equipmenL Large bouldercshould beanticipated. Some ground waterseepagefrom
cut slopes may occur.
Areas which will receive fill should be stripped of vegetation, organic
"topsoil" and debris. Flat benches should be excavated into the natural soils where
fill will be placed on natural slopes that exceed 5 to 1 (horizontal to vertical). We
anticipate benching will necessary for most of the fill embankrnent at the south side
of the proposed pad. A benched fill detail is shown on Figure 6. The surface of the
benches and stripped soils should be scarified to a depth of at least 6 inches,
moisture treated and compacted to allow the development of a good bond between
the fill and the natural soils.
The on-site soils free of vegetation, organics and rocks larger than 6 inches
in diameter can be used as fill. lf import fill is required it should be similar to the on-
site soils. A sample of the import fill should be submitted to our office for approval
prior to hauling operations.
Fill should be placed in lifts of 10 inches thick or less and moisture treated to
within 2 percent of optimum moisture content. Fill placed at depths of 8 feet or more
below finished grade should be compacted to at least 98 percent of standard Proctor
(ASTM D 698) dry density. Fill less than 8 feet below finished grade should be
compacted to at least 95 percent of ASTM D 698 dry density. We recommend that fill
embankments initially be extended laterally past planned grading limits at the south.
Fill embankment slopes should bE cut back to planned grades after fill placement
and compaction is completed. This will result in better compaction of the near
surface fill soils and less potential for small slump failures and surface raveling.
We believe the currently planned cuts and fills can be constructed as planned
provided final cut and fill slopes are no steeper than 2 to I (horizontal to vertical).
Possible installation of horizontal drains and construction of an interceptor trench
was discussed in the Slope Stabilitv section. All slopes should be re-vegetated as
soon as possible. We understand laying back of the steepest parts of the existing
slopes above Sun Vail Condominiums is being considered. This would allow
increased vegetation growth and reduced potential for local slumping and surface
raveling.
TOWN OF VAIL
PROPOSED SOCCER FIELD
RED SANOSTONE ELE ENTARY SCHOOL
CTUT JOB NO. GS.335'
Limitations
Our exploratory borings were located to obtain a reasonably accurate picture
of the subsurface and provide data for our slope stability analysis. Variations in the
subsurface conditions not indicated by our borings will occur. We should observe
actual subsoil conditions exposed during earthwork operations.
This investigation was conducted in a mannerconsistentwith the level of care
and skill ordinarily exercised by geotechnical engineers currently practicing under
similar conditions in the locality of this project. No other warranty, express or
implied, is made.
We appreciate the opportunity to work with you on this projecL lf we can be
of further service or if you have questions regarding this report, please call.
Very Truly Yours
CTL/THOMPSON, INC.
_ . ., .__ r
TOWN OF VAIL
PROPOSED SOCCER FIELD
RED SANOSTONE ELEMENTARY SCHOOL
cTLfT JO8 NO. GS-3357
'iffit'1;e,'"; 't " ' ']r''r:; ':- "
. RED SANDSTONT ?EUENTARY
ATHLETIC FIELD
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EXPLORATORY BORINGS
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NOTES:
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Sondy cloy 'toproll', orgonlcs,
vcry mokt, dolt brown.
Sond, sllty to oloycy, grovcl cnd
cobblcs, mcdlum dcnsc to densc,
molst lo vcry molst, brown, rud.
(sc)
Grnvcl, sllty to cloycy, sond snd
cobblcc, mcdlum dcnsc to densc,
gol^st lo wct, brown, rusf, groy.
(cc)
Drfve somplc. Thc symbol SO/11
Indlcotcs thot 50 blows of q ilOpound hqmmcr folllng 5O lnchcs
weru ruqulrcd io drfvc q 2.5 Inah
O.D. somplcr 11 lnchcs.
Drlvc scmpla. The symbol 5O/6
lndloofes fhot 5O blows of o 1+O
pound hommer folllng 50 Inohes
werc rcqulrrd lo drfvc o 2.0 lnoh
O.D. somplar 6 Inchcs.
Indlootcs ougar refusol. Symbolsqbovc bottom of borlngs indlcole
holc loooflon wos moved to qdvqnae
borlng fqrthea
Indlsotes frec ground wqtcr lcvel
meqsurcd on the doy of drllllng.
Indlcoics frcc ground wotcr lavcl
meosured on Junc 1, 2001.
Explorofory borlngs wsrc dr'lllcd on
Moy 29, 2001 wlth 4-lnoh dlomcler,
oontlnuouc fllght ougcr qnd q
trqok-mountcd drlll rfg.
Loaollong ond slcvoitons of
explorolory borfngs ore oppFoxlmqla.
Thesc cxplorutory borlngs orc subJcofto thc cxplonotlons, llmllollons ond
oonoluslons os contolned In thls rcport.
V
SUMMARY LOGS OF EXPLORATORY BORINGS
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I HYDROMETER ANAIYSIS SIEVE AMLYSIS
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srLT & CLAY_ tl%
PI-ASTICITY INOEX
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JOBNO. GS-3357 Test Results FIG.4
'.-.ir. :, : r r:l
Somple of sAND, stLTy, cLAyEy (scsM)
HOM TH.3AT4FEET
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PLASNCTY INDEX
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JOB NO. GS-3357 Test Results FIG.5
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MTURAL SLOPES OF 2OZ OR SIEEPER ARE TO
BE BENCHED PRIOR TO RLL PI.ACEMENT.
SLOPE EENCHES TO OIITSLOPE AT 2t PERCENT.
MAflMUM
SLOPE
l.IA11'RAL
GROUND
SURFACE
NOTES: 1)
2.)
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FIII
10' MINIMUM
Job No. GS€357 Detall
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APPENDIX A
SLOPE STABILITY ANALYSIS
TOWN OF VAIL
PROPOSED SOCCER FIELO
RED SANDSTONE ELEMENTARY SCHOOL
CTUT JOB NO. GS.3357
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APPENDIX B
GUIDELINE SITE GRADING SPECIFTCATION
PROPOSED SOCCER FIELD
RED SANDSTONE ELEMENTARY SCHOOL
VAIL, GOLORADO
I
I
TOW|{ OF VAIL
PROPOSED SOCCER FFLN
RED SAiIOSTONE ELEIIENTARY SCHOOL
Gtur JoB l{o. c3{:r67
.,-r i ::. r__::._',. i
TOWN OF VAIL
PROPOSEO SOCCER FIELD
RED SANOSTONE ELEMENTARY SCHOOL
CTUT JOB NO. GS.3357
13.INSPECTION AND TESTING OF FILL
lnspection by the Soils Engineer shall be full time during the
placement of fill and compaction operations so that they can declare the fill
was placed in general conformance with specifications. All inspections
necessary to testthe placementof fill and observe compaction operationswill
be at the expense of the owner.
SEASONAL LIMITS
No fill material shall be placed, spread or rolled while it is frozen,
thawing, or during unfavorable weather conditions. When work is Interrupted
by heavy precipitation, fill operations shall not be resumed untll the Soils
Engineer indicates that the moisture content and density of previously placed
materials are as specified.
NOTICE REGARDING START OF GRADING
The Contractor shall submit notification to the Soils Engineer and
Owner advising them of the start of grading operations at least three (3) days
in advance of the starting date. Notification shall also be submitted at least
3 days in advance of any resumption dates when grading operations have
been stopped for any reason other than advetse weather conditions.
REPORTING OF FIELD DENSITY TESTS
Density tests made by the Soils Engineer, as specified under DENSITY
TESTS above, shall be submitted progressively to the Owner. Dry density,
moisture content, and percentage compaction shall be reported for each test
taken.
DECLARATION REGARDING COMPLETED FILL
The Soils Engineer shall provide a written declaration stating that the
site was filled with acceptable materials, and was placed in general
accordance with the specifications.
14.
15.
16.
17.
B-4
Holv cRossClEcTRlc .tssOctATIoN, I NC.
3?99 HIGHWAY 82
P. O. DRAWER 2I50
GLENWOOD SPRINGS, COLORADO 61602
llarch 20, L992
l.tr. Greg HaIl, Engineer
Town of VaiI
75 South Frontage Road
Vail , Colorado 81657
RE: 1992 Construction l{ithin Vail
Dear creg:
Enclosed are plans for Holy CroEs Electrlcrs proposed 1992construction in the Town of Vail . lfe are requesting approval ofour proJects in advance to insure that digging pernits can be
procured pronptly prior to construction. Switchgear locationsare included per the Town of Vailrs request.
Please review the plans and conment a soon as possible. If Holy
cross Electric does not receive any conment within thirty days wewill assune approval and proceed with plans as subnitted.
I will be happy to meet vith you and the other Town staff if
necessary.
Please call me at 945-5491 with any questions you may have.
Sincerely,
HOLY CROSS ELEqIRTC ASSOCIATTON, INC.44eAtft--
Winston Chaffin,
Staking Engineer
Enclosure
WC: rjn
W/O*92-L2601 Potato Patch to Sandstone 52
w/O#92-L2961 Buffer Creek fie 51
(303) 94s-s491
FAX: 945-408 r
1.CPl,lPLgfIOl| OF TllE PffiAIO PATCII TO SAIIDSIONE TIE A'S PERI'IITTED
AND STTRTED IN I.991A. A pad-nounted switchgear will be located in the
southveet corner of Red Sandstone Park. Landscapingrl11 Lnclude building a bert and plantlng a few trees.
Ifaterlng and naintenance of thie landscaping will be
provided by the Town of VaiI.B. A 1nd-nounted switchgear will be located at the East
end of Sun Vall . Landscaping will Lnclude a split rail
fence, screen ra1l, planter box and planting of trees,
buehes, and ground cover. Waterlng and naintenance ofthis landscaping vill be provided by Sun Vail .
REPIACEI{ENT OF I'NDERGROT'ND RECI-SERSthie proJect reguiree the placenent of two new pad-nounted
switchgear, one to be located westerly of the existing
sritchgear on the sest side of Lionshead Circle and the
South Frontage Road. Iandscaping for this location will
include retaining walle and screen walls. Due to this belng
a dry area, no plantLngs are planned.
The second switchgear uill be located behind the crossroads
BuLlding near the intersection of lleadow Drive and the south
Frontage Road. Landscaping will include a screen vall andplanting of treee and buEhes. lrtaLntenance of this
landscaping wlll be provJ-ded by Crossroade.
IIEST GORE CREEK DRIVE TIE
Thie project involves completing a loop through the new Gore
Creek Drlve Bridge. Conduits nere installed through the
head walls and extend beyond the edge of asphalt on Gore
creek Drive. Asphalt cutting will be required within Placid
Drive in the lrtarnlgan Townhone ProJect.
BUFFER CREEK TTEThis project Lnvolves completing a feeder line tie betweentvo maJor cl.rcuits to utilize load carrying capacity and
inprove senrice. Three new pad-nounted svitchgear and a
road cut of the Chanonix Iane aaphalt will be requLred.
Road cutE on Buffer Creek Road and Circle Drive are in older
asphalt.A. The neu svl.tchgear on Buffer Creek Road will belnstalled in a natural area with natlve screening.
Since lrrigatlon ig not available, no additlonal
plantl-ngs are planned.B. A ney erltchgear Ls planned betrind the Brandess
Building on eaaenents in the northweeterly eorner of
the Brandess Property. tlo plantlngs are planned due to
the linited space and Ecreening by exleting
developuent.c. A new switchgear is planned along the South Frontage
Road near the northwesterly corner of the Spruce Creek
Townhone ProJect. A benned area exists for placenentof thl.e ewitchgear on the undeveloped parcel . No
additional plantings are planned.
2.
3.
tl .
Memorandum Regarding Holy Cross Switch Gear InstallationApriL 22, 1992
Page 2
4. Crossroads
Okay, no Town of Vail maintenance on plantings.
5. Lionshead
Okay.
TO/dsr
Encl-osures
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75 Soath Frontage Road
Vail, Colorado 81657
t 0t -47 9 - 2 1 t 8 / FAX t 03 -47 9 -2 1 6 6
FROM:
DATE:
RE:
Department of Pablic Works/Transportation
MEINORANDI'M
Jilf Kammerer
Todd OppenheimerApril 22, :.992
Holv Cross Switch Gear Installation
Red Sandstone Park
Berm surrounding swir-ch gear iocation is shown at -li,::.islope. This is too steep to mcw and will- not lc.ok- good irrthis flat area. Have HoIy Cross change the sl-ope to a
maximum of 4:1. Hol-y Cross w1l-l be responsibie to r:ernslal-l
r-he irriqal-lon sysLem and resod all iis'rnrbe:.C a:r:as i-.\ '-.1:e
acceptance of tlie Public Works Departn,ent. '.fi'.e 'icwr) r)1. ',:,i i
wi. l-l continue normal pars maintenance.
lq4_ vail
C.)firrr1ent f r(;t* Mr- Chaf f i.'t L,-a-l:r iC) h3ve i'cii;l oi !./.---i.r,- I lia:ail
:rees at inls si:e. Ir- i.$ pcls.l-.ie ':a-\ 1--clnec:t :o :i':e -'. -'1.,,.,'lidrip i rr.'iqa.t:on s!',sterl ..r i-- t-iie nor:-i:h ... n;i ;r ,-l',s ;;r-=.19,:i-.: ia.:i
brldge. Hoi',, Crcss '.rill irave t--c b'-.r-y ai,.our. 2.J^; i!:e. cf . "
r,1r1 IV i rr-iar^l- .i r-,n rl'. ,--r -' ' J-'--^ ...-.1 ---.-s -*r -. -l) iPe i:IiQ. l-IjS:-c-; -.-' --..:e Clill ri-Fl::S,. Oi'ai./ls ; ira
other elements of t-he j-rr-j-qar-r.;ir $ys.Lern e,c r-.i'rci: cr).3i- . 'i.1:
wj l- j- ne necessa;-.r f-o (:ross thc bi.iri: p..^th it. ;rnt.: j.r:c:: i:ic::wnich v;i11 requi re e s,.-r-€€r- ri Li L p+r:m'j ,--. Th: i-.,:rigation fri p(:.r
should be buried i-2" oeep. 'Ine f'orsn wi.:. r ;;,a;<e r-h.t flna:
conneclion to the e---lsting sysLem and :nspeet t-he u)t'!:. ii.e
Town has not committed to maintain any aspect cf thls
instaf la'-ion. Holl' Cross shculd l:emain responsibie for il l
naintenance and renlacer.eni. of pLan;s ai.ri irrig:rl- i.or.,.
u
?::fr'ehr Creek
a--lkay, no Town
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FAX: t{t.a03l
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FAX TRANS!{T?TAL SEEET
,", Tt // E. {1unm*:u,Date: 1-/€-fZ
Fax l 1I7 -zt-E 7
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Subjectr
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Please advisc us l$qedietelY of any.'Cransmission Probleml .
llessage:
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394 Beaver Dam
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VCITE:\
16 5.
sx-.r;:J xj:. :ti,;;'. '
ITABLED AO NOVEUBER 21ST I{EEf,ING'
Approved with the following condLtions:
b).
c).
d).
JK
L'ot 1,
1)
: i:.!1 ,
{
I.t
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Rd,/Ipt 7, Block
SECOND:
---^
Br,,rne ResLdence 6r^*tild witlr /
z'so--eaaition. '7 \
'iE'r??!"t naTelrcel'A' -a resubdLvislon of
;i.;;-;, v"if villase rilins-lf-
riroTroN: e. *n;---'- ---ss6o!rDt c' Knight
VOTE! 3-O-1
Applicant shall subnit a letter frorn the
ab-iacent Propertv
-;:;' H: l-?11*' statins
;;:-;;b.t€ alrees to the forlov-rns:
a). Applicatlo" Ji -iton9 .siiing over the' existirrg "..il-"""t I brick siding by the
apPlicant.$;ii;;;;'" p-aintlrle or-hl's residence
"-"i"i" aPProved.bv tbe DRB'
Applicant p",""t'ttgL existLng concrete
rltaining wall'
Applicant caplng. existing. retaining vall
i-rr'=tott" to iatch stone siding'
21. Exlsting concrete retaininE -wall in front of
the Hobart ,"-=illri.-" i., nalltga and capped with
sane ston" "J G-Co be -used in sidinE'
|frr,"€ e+dl IL -*'''* ^q:ffii ^* 5 larery{^.
ty'art "/ory ", T**
# €frFF ra Powe*<r lJ.
TOIVN OF VAIL
COI,IPAI{Y .NAMS:
?5 touth trontrgr rotd
v.il, color.do El457
FIJ( PFOIIE TR.ANSI,TITTAI, SEEET
rAX PHONE NI]MBER:
FROM:
DAIE:
# OF PAGES IN DOCT'I,TENT
RESPONSE REQUIRED?.
SENT BY:
TOWN OF VAIL
TO9IN OF !'AIL
EXT. #
FAX FHoNE NUMBER: (303) 479-2157
REGUI.T.R PHONE NIIMBEB:(3031 {79-2100
4)S (NOT INCLUDING CO\ER SHEET) 3 '/-\
ffiwa
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SITE VISIES
1:15 p.m.
DESIGN RETTIEW BOARD }GENDA
APRrL 1, L992
3:00 P.M.
Scorpio Condoniniums - 121 rf. Meadow Drive
Eoly Cross - Lionsbead Switchgear box at Vail Glogoly Cross - Switchgear box South of S. Frontage Rd. at
Spnrce Creek
Butcbinson Residence - 2955 Basingdale Road
Eoly Cross - Bebind Brandess Building
Eoly Cross - S.E. Corner Buffehr Creek Rd. and
Lionsridge Loop Road
Grand TraversE at Vail - 1403 Moraine Drive
Eoly Cross - Lion's Ridge Loop switcbgear box (exist.)
Eoly Cross - Red Sandstone Park switchgear box
Boly Cross - Sun vail/Rec Path switcbgear box
Byrne Residence - 16 Forest Road
Eoly Cross - Crossroads switchgear box
Caulkins Residence - 3010 Booth Creek Drive
McCuaig/eorne Residence - 5165 Main Gore Drive
1
2
3
4
5
6
7
8
9
10
11
L2
13
L4
AGENDA
1. Gerald R. Ford Amphitheater - Roof modifications e
weatherproofing.
530 S. Frontage Road East/Ford Park.
MOTION: George Lamb SECOND: Pat Herrington
VOTE: 4-0
Approved for the 1992 "season" onl-y.
Ore House - Canopies.
232 Bridge Street/Lot A, Block 5, Vail Village 1st.
MOTfON: George Lamb SECOND: Pat Herrington
VOTE: 4-0
TABLED IO APRIL 15TB MEEIING.
3. Caulkins Residence - Revlew of exterior detailing.
3010 Booth Creek Drive/Lot 4, Vail Village 11th.
MOTION: George Lamb
VOTE: 4-0
A rrr_r r nrrad
SECOND: Pat Herrington
MM
SM
SM
4. Hutchinson - New primary with restricted 2nd unit. SM ;
2955 Basingdale Road/Lot 15, Block 6, vaj-1
Int ermountain.MOTION: SECOND: VOTE:
TABI.ED TO APRIL 15TII MEETING.
5. Scorpio Condoniniums - Facade improvements. JK
121 w. Meadow Drive,/Lot 1, A resubdivision of part of Lot
D, Vail Village 2nd Filing.
MOTION: George Lamb SECOND: Pat Herrington
VOTE: 4-0
CONSENI APPRO/ED.
6. McCuaig/Borne Residence - New Single Family. JK
5L65 Main Gore Drive South/Lot L9' Vail Meadows 1st.
_!ll-.Inq-
MOTIOfr: Georqe Lamb SECOND: Pat Herrington
VOTE: 4-0
Approved as submitted strong recommendation to applicant
to review rock material and pattern on home on Elk Track
i-n Beaver Creek .
7. Byrne Residence - Change to approved plans to a11ow JK
different architectural treatments for separated
rrri marrr c eaa-a\nrlarrr rrni f <
15 Forest Road/Lot 1, Block 7, Vail Village 1sL.
MOTION: George Lamb SECOND: Sherry Dorward
VOTE: 3-0
TABLED TO APRII.. 15TH MEETING. Ned absLain as did worK on
building.
B. Holy Cross switchgear box locations: JK
a. S.E. corner of Buffehr Creek Road and Lions Ridge
Loop Road.b'. Behind Brandess Buitding.
c. South of South Frontage Road at Spruce Creek.
d. Sun Vail/Recreation Path.
e. Red Sandstone Park.
f. S.W. corner of Lionshead Circle and South Frontage
Road.g. S.W. corner of South Frontage Road and village
Center Road (Crossroads) .
MOTION: George Lamb SECOND: Sherry Dorward
VOTE: 4-0
Staff to revj-ew revised landscaping' avoid wal-1s and
fences where possible. Use plant materi.al to screen.
I
't
9. Lionshead Miniature Golf - Permanent facility. SMTract D, Vail Lionshead 1st Filing.
MOTION: George Lamb SECOND: Pat Herrington
VOTE: 4-0
Approved as submiLted.
10. Grand Traverse at Vai] - Window changes. SM1403 Moraine Drive,/Lot 24, Dauphanais,/Moseley
Subdivision.
MOTION: George Larnb SECOND: Pat HerringtonVOTE: 4-0
CONSENT IPPROVED.
11. Discussion of proposed lightj.ng ordinance. AK
Draft ordinance scheduled for Council worksession onApril 14, 1992.
L2. Bailey Residence - New Si-ngle Family. JK
193 Beaver Dam Road/Lot 38, Block 7, VaiI Village 1st.MOTION: SECOND: VOTE:
TABLED TO APRTT 15TE MEETTNG.
MEMBERS PRESENT: MEMBERS ABSENT:
Pat Herrington Gena Whitten (PEC)
Sherry Dorward
Ned Gwathemy
r:a.l t-ara T.^mhvv v+ rv vY^.ry
STAFF APPROVALS:
Morton - Lodge at Lionshead Phase III, Unit #11 Exterior changes.
141 E. Meadow Drive,/Resub. Lot 1, Block 1-, Vail Lionshead 2nd.
Sitzmark - (Polo Shop) , repair of retaining wal1.
183 Gore Creek Drive/Tract A, Block 5-B, Vail Village 1st.
Rothbart Residence - Material change entrance stair.
2349 Chamonix Drive/LoL 12, Block A, resub. of Vail Das Schone 1st.
Katz Residence - Replace hot tub/replace some decking.
3031 Booth Fal1s Road,/Lot 13, Block L, Vail Village 12th.
Vickers Residence - New deck.
2533 Kinnickinnick Drive,/Meadow Creek Condos. Phase fII, Unit E-2,
t
IDorn Residence - Conversion of garage to GRFA.
416 Forest Road,,/Lot 3, Block 1, Vail Village 3rd.
West VaiI MalI - Retaining walLs and fence.
LoL 2, Vail Das Schone 3rd Filing.
Cano - Enclose balcony.
520 East Lionshead Circle/Lionshead Center Buildi-nq #205.
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LloNSHEn DHOLY CROSS
ELECTRIC ASSOCIATION
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COLORADO 34 EAGLE
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REVISIONS 8 PURPOSE
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75 South Frontage Rotd
Vail, Colorado 81657
3 03 -479-21 t I / 47 9-21 t9
DcPartmert of Commanity De! elopment
April2, 1992
Mr. Walter D. Dorman
Construction Engineering Supervisor
Holy Cross Electric Association, lnc.
3799 Highway 83
P.O. Drawer 2'150
Glenwood Springs, CO 81602
Re: Two Year Constructlon Work Plan
Dear Walter:
Thank you for your letter of March 10, 1992 regarding the West Gore Creek Drive amendment to your 1990-
1991 Two Year Construction Work Plan. Upon review of the proposed amendment, the Community
Development and Public Works Departments of the Town of Vail have no objections or comments regarding
the proposed West Gore Creek Drive amendment. Please be advised these departments have been
working with Winston Chaffin, Senior Engineering Technician, regarding the location and screening of- proposed switch gear installations in he Town of Vail. As I understand, we will continue to work with
Winston on review and approval of the switch gear installations. The Town did take into account switch gear
box locations in reviewing the West Gore Creek Drive amendment proposal.
Thank you again for providing the Town the opportunity to review this information. lf you have any questions
or comments regarding his letter, please do not hesitate to contact me at 479-2138.
Sincerely,
lab
cc:Kristan Pritz
E. Kam
Senior Pldnner
HoLy cRoss i,r,n,c-rRrc,tss&rATroN, r NC.
l7e9 HICHWAY 82
P O. DRAWER 2I50
GLENWOOD SPRINGS, COLORADO 8I602
March 10, L992
us. susan scanlan
connurrity Developnent
Town of Vail
75 South Frontage RoadVail, Co. 81657
Dear Ms. Scanlan:
Holy Cross Electric Association, Inc. is preparing an amendmentto our L99O-1991 Two Year Construction l{ork Plan. The originalplan was subnitted to your office for conment on February 19,
1990.
Please review the enclosed project infornation for possiple
environmental considerations as they apply to your department.
Should your review disclose potential effects upon the
environment or indicate that further study is warranted, adviseus of your concerns and provide the basis for your
recommendations.
We would appreciate a response within thirty (3O) days. If you
need further infornation, please contact me at 945-5491.
Since ly,
^orf".,
c AssocrATroN, rNc.
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,Construction
Enclosure
l{DD: rjn
Engineering supervLsor
(3O3) 945-5491
FAX:945-4081
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WEST GORE CREEK DRNE NE
PROJECT Ul
Electric service lo consumers on the westerly end of Gore Creek Drive in Vail is provided from a radial
underground 1lO - 25 l(/ poler line. The cable was installed in 1 969 and is direct buried. As a radial,
the lin€ has only one source, which is located on the east end of the clrcuit. Approximately 80 meters
are seryed from thb power line. Cable failure or equipment replacement could cause a long outage for
a large number ol these collsumers,
This project will pro\ride a second source for the circuit. To accomplish thls lmprwement, a trench will
b€ excavated from the existing lransformer on Placid Drh/€ to the north€ast comer of ths Intersectlon ot
Gore Creek Drive with the South Interstate 70 Frontage Road, a dis{ance of about 550 fe€t. Th€ trench
will be four fe€t deep. After conduh has been installed, the trench will be backlilled using the remqred
soil and compacted. Soit and rocks which cannot be retumed to thetrench will be remo\r€d ftom the lob
site. The trench will cross paved areas along the west side of Placid Drive. Pavement will be sawn prlor
to excavation and replaced by a qualified paving contractor, The new circuit will cross Gore Creek on the
new Gore Creek Drlve bridge. Sleeves were provided through ths concrde abutments durlng brldge
construclion and eltend outside th€ parement on both sides of the brldge. Steel conduits will be
extended between these sleeves and attached to the bridge across the creek. The conduits will be above
the lowest part of the bridge and will not hinder vvater flow under the bridge. To provide a second source
tor the underground cables, a new riser will be placed on an existing power pole located near the
northeast comer of the Gore Creek Drive and South Frontage Road Intersec{ion.
The project is located In a residentlal area. Construction will be limhed to between 8 a.m. and 6 p.m. to
decreas€ the effect ol construction noise on the neighborhood. Efiort will b€ made to keeP airbome dust
to a minimum. Areas ol ground cover disturbed by construction will be reseeded with Forest 9ervice mh.
Construction of thls proiect will not
wetlands, threatened or endangered
cause arry development
to the extent applicable and
practicable. lf a previously undisclosed cultural r€source of potential imPortance is discovered during
construction, consitruction will bs stopped in the sunounding area and both the Rural Electrification
Administration and th€ Colorado State Historic Preservation Office will be notified.
h ls €xpected that minimal environmental impact will be caused by this proiect'
not already planned. Nq_!!ood.!g!Irs,
Holy Cross Electric will follow guidelines
to,tz - 105
E.
-
SCALE:1fl - lqnl
EXISTING UNDERGROUND CABLE
NEW TRENCH, CONDUIT AND CABLE
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WEST GORE CREEK DRIVE TIE
PROJECT 221
AMENDMENT NUMBER 16
HOLY CROSS ELECTRIC MAPS
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Yail, colorado 81657
(30:l) 4792138
(3Cl) 4792r3e
August 5' 1991
otffce of community deuelopment
Winston Chaffin
Holy Cross Electric Assn.
P.O. Drawer 2150
Glenwood Springs, CO 8L602-2L50
RE: Switchgears
Dear Winston:
As per our previous conversations, we have reviewed the proposed
swilchgears located at Red Sandstone School, Vail Run and Buffehr
Creek Fark. The locations are appropriate, however, we would
require that site specific landscape plans which will screen the
switchgears be proposed for each site.
Should you have any further questions please call either Greg
Hall at 419-2158 or myself at 479-2L33.
Sincerely,
6wN-\ Ih,tlr-
Shelly Mello
Town Planner
Present
Diana Donovan
Ludwig Kurz
Jim Shearer
Gena Whinen
Absent
Chuck Crist
Connie Knight
Kathy Langenwalter
r E[. I COPY
PLANNING AND ENVIROMVTENTAL COMMISSION
May 13, 1991
Staff
Kristan Pritz
Mike Mollica
Andy Knudtsen
Shelly Mello
Arnber Blecker
The worksession was called to order at ll:45AM by Chairperson Diana Donovan.
l. Uodate bv Holv Goss Elcctric Association resaldine.an amendment to 1990 Master
Plan to undereround electrical lines.
Applicanc Holv Goss Elcctic
Winston Chapham from Holy Ctoss Elecric presented the tentative plan for undergrounding
electrical lincs in the Bighorn arca to the PEC. He indicated the reason for the change from
the 1990 plan was the Bighorn circuit was completely overloaded, necessitating a change
from using existing conduits in the area to a new plan. He explained the options for the new
conduit to tie the area together, emphasizing the landscaping and road cut options. He stated
Holy Cross would need to dig from Vail View Drive to the west side of Sandstone under the
new proposal. They would dig ditches where applicable, and bore under ncw roads, to
eliminate cutting pavement in those areas. He also stated he hoped to bring in a landscape
contractor to help ensure the landscaping was preserved.
Town Engineer Greg Hall clarified that the Town Council had passed an o'rdinance which
prohibited cutring new roads. He also recommended that Holy Cross Electric inspect their
underground lines before the Town resurfaced any roads in the future. Mr. Chapham said
Holy Cross began inspecting their lines via the usc of television last year, and hoped to
expand that use. Greg Hall stated he was concemed with easements in the proposed plan.
Mr. Chapham acknowledged easements might have to be obtained from Simba and the Potato
Patch Club, among othen.
Diana Donovan said she believed Todd Oppenheimer and Grcg Hall could work out any
difficulties in the plan. If there was a problem which remained, Holy Cross could come back
to the Commission. Mr. Chapham stated that, since thcre were cnvironmental aqpects to the
plan, Holy Cross would need to filc with the Commission when the plan was completed.
In conclusion, Diana stated she would stongly suggest placing the "green boxes" on corners
of sites, rather than in the middle. A planner or Todd will accompany Holy Cross to help
determine such placements and appropriaE landscape screening.
2. Uodate on Municipal Comptex. Phasc I
Ken Huehevfvtike Mollica
Ken Hughey began thc staff presentation by gving a brief background of the project. In
1989, the Town began looking for more qpace, specifically to house the Vail Police
Department. Originally, they looked at the old Post Office, but it became apparent it would
be too expensive to renovalc that space for the needs of the police department. The decision
was to find a long term solution, rather than just a "band-aid" for the problem. A
design/consulting team of Roth & Shepherd/Snowdon & Hopkins was chosen. The Town
Council authorized approval of the consultant team and suggested a phased approach to the
construction of a municipal complex, with the highest priority given to a new police facility.
Ken Hughey went on to note ttrat the next step in the process was to give the Town Council
an engineering and technical plan, along with the alternative costs of not providing a new
building. This data is due to the Council in June or July.
When sites were examined by the Municipal Complex Task Force, the Lionshead
Transpoftation Center was identified as the top choice due to its location, access, and ease of
construction. The primary site analysis consisted of four sites. Phase I would consist of a
new level above the existing upper level for the Police Department, as well as a new level on
the Lionshead Circle (south) side for additional parking. Phase tr would move the remainder
of the municipal functions to a new fourth level on the Lionshead Circle sidc.
Hughey stated that the current site decisions, such as when moves would take place, had not
yet been determined.
Mike Mollica clarified the planning prccess and stated that the proposal would go to the
Town Council in June or Iuly for authorization to proceed with the Lionshead locarion. The
staff would come back to the Planning and Environmental Commission and thc Town Council
with a rezoning request so the site could be used for a municipal complex/police department,
and in addition, a conditional use permit would also be necessary. Mike funher indicated
there would be no net loss of parking on the site. Pam Hopkins stated there would actually
be a bit of an increase, including provisions for the additional parking generated by the
municipal complex.
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DESIGN REVIEW BOARD AGENDA
Wednesday, September 5, 2001
3:00 P.M.
PUBLIC MEETING RESULTS
PUBLIC WELCOME
PROJECT ORIENTATION, LUNCH - Gommunity Elevelopment Department
%*,
MEMBERS PRESENT
Clark Brittain
Bill Pierce
Hans Woldrich
Andy Blumetti
stTE vtstTs1. Thompson residence - 3E97 A Lupine Drive
2. Aiello Children's Trust -2670 Bald Mountain Road
3. Middle Creek Village - 160 N. Frontage Road
4. Red Sandstone Athletic Field - 610 N. Frontage Rd. West
5. Zopf residence - 894 SPruce Court
6. West Vail Mall-2171 N. Frontage Rd.
7. Langmaid/Casabonne residence - 2953 Bellflower8. McDonald residence - 1775 West Gore Creek Drive.
9. Lazier Arcade Building - 600 West Lionshead Circle
10. Taylor/Donance residence - 97 & 107 Rockledge Road
MEMBERSABSENT
Charles Acevedo
11:30 am
1:30 pm
PUBLIC HEARING . TOWN COUNCIL CHAMBERS
1. Zopf residence - Change to approved roof material.
894 Spruce CourULot 9, Block 3, VailMllage Filing 9.
Applicant 894 Spruce LLC
MOTION: BillPierce SECOND: Hans Woldrich VOTE:4-0
APPROVED WITH A 1" STAGGERED EDGE
2. Anderson residence - Final review of proposed ederior alterations.
5106 Black Gore Drive/Lot 1, Block 1, Gore Creek Subdivision'
Applicant: Lori & Ken Anderson, repres'ented by Ken Wentworth
MOTION: BillPierce SECOND: Andy Blumetti VOTE:4-0
CONSENTAPPROVED
3. Langmaid/Casabonne residence - Final review of proposed roof.
2953 Bellflower/Lot 5, Block 6, Intermountain
Applicant Kim Langmaid/Peter Casabonne
MOTION:BillPierce SECOND:AndyBlumetti VoTE:4-0
TABLED UNTIL SEPTEMBER 19, 2OO1
3:00 pm
Brent
Bitl
Bitl
4. Ford Park - Final review of proposed children's and schoolhouse gardens Ann
540 Vail Valley Drive/Part of Tract A, Vail Mllage 7rn Filing.
Applicant Vail Alpine Garden Foundation, represenled by EDAW
MOTION: Bill Pierce SECOND: Andy Blumetli VOTE:4-0
CONSENT APPROVED W|TH 1 GONDITION:
1. That the lease agreement area shall be expanded to include the area of proposed
gardens prior to their development,
5. McDonald residence - Review of proposed repaint Ann
1775W. Gore Creek Drive/Lot 8, Vail Mllage West Filing #2
Applicant: Stephen McDonald, represented by Bob Bozynski
MOTION: Bill Pierce SECOND: Andy Blumetti VOTE:4-0
APPROVED WTH 1 CONDITION:
1. That the color scheme be approved by staff
6. Thomson residence - Final review of proposed addition. Bill
3897 A Lupine Drive/Lot 4, Block 1, Bighom 1d Addition.
Applicant: David & Sarah Thomson, represented by Pat Walsh, VAG, lnc.
MOTION: BillPierce SECOND: Andy Blumetti VOTE:4-0
TABLED UNTIL SEPTEMBER 19, 2OO1
7. Taylor/Dorrance residence - Final review of proposed waledine location & Allison
tree removal.
107 & 97 Rockledge Road/Lot 4 & Lot 3, Block 7, Vail Village 1" Filing.
Applicant Jay Peterson
MOTION: Andy Blumetti SECOND: Hans Woldrich VOTE: 3-0 (Brittain recused)
TABLED UNTIL SEPTEMBER 19, 2OO1
8. lron Hawk Properties, LLC. - Final review of a new single-family Bill
residence and Type 1 employee housing unit
1125 Homsilver iircle I ubt g, Block 1, Vail Village erh riting
Applicant: lron Hawk Properties, LLC. Represented by Kyle Webb, Architect
MoTION: Andy Blumetti SECOND: Hans Woldrich VoTE:4-0
APPROVED WITH 1 CONDITION;
1. That this meet all staff conditions.
9. Lodge at Vail - Final review of a new planter wall and pedestrian walk. Brent
174 Gore Creek Drive / Lot A, Block 5C, Vail Village Filing #1
Applicant: The Lodge at Vail, represented by Zehren and Associates Architects
MOTION: Bill Pierce SECOND:Andy Blumetti VOTE:4-0
CONSENT APPROVED WITH 2 GONDITIONS:
1. A Revocable Right-of-Way Permit is required.2. Town Engineer approval is required.
10. Lazier Lionshead Arcade Bldg - Final review of removal of proposed existing Brent
landscaping planter.
600 W. Lionshead Circle / Lot 3, Block 1, Vail Lionshead 1d Filing.
Applicant: Robert T. Lazier
MOTION: Andy Blumetti SECOND: Bill Pierce VOTE:4-0
APPROVED WITH 2 GONDITIONS:
1. Phase ll of the project must be completed within one year from todays date.2. The placement of the Phase ll sculpture will be coordinated through the Arts ln
Public Places Board.
'11. Maniott Redevelopment - Change to previously approved plans.. George
714 West Lionshead Circle/Lots 4&7, Block 1, Vail Lionshead 3'& Lots C&D,
Morcus Subdivision.
Applicant HMCAcquistionProperties
MOTION: Hans Woldrich SECOND: BillPierce VOTE:4-0
APPROVED
12. West Vail Mall - Final review of exterior modifications. . Brent
2'171 N. Frontage Road/Lot 2, Vail das Schone Filing 3.
Applicant: Gart Properties, represented by Victor Mark Donaldson Architect.
MOTION: BillPierce SECOND: Clark Brittain VOTE:4-0
DENIED DUE TO A LACK OF COMPLIANCE WITH THE FOLLOWING DESIGN
GUIDELINE:
Pa,ticuler attention shall be given the landscape design of off-drcet parting io's to
reduce adverce impacb upon living arcas wilhin the proposed development upon
adjacent propertl*, and upon public spaces wtth regard to nolse, Ilghfs' and vlsual
impad
13. Middle Creek Village - Gonceptual review of proposed employee housing Allison
development.
160 N. Frontage RdJ Unplatted
Applicant: TOV Housing Authority, represented by Odell Architects
CONCEPTUAL - NO VOTE
14. Red Sandstone Athletic Field - Final review of a proposed fencing material. Allison
610 N. Frontage Rd. WesUA portion of Tract C, Vail Poteto Patch.
Applicant Town of Vail, represented by Gregg Banie
MOTION: BillPierce SECOND: Andy Blumetti VOTE:'l-0
CONSENTAPPROVED
15. Aiello Children's Trust - Final review of erilerior changes to an existing residence. George
2670 Bald Mountain Road/Lot 29, Block 2, Vail Mllage 1$n.
Applicant Aiello Children's Trust, represented by Pinyon Builders
MOTION: BillPierce SECOND: Hans Woldrich VOTE:4-0
TABLED UNTIL SEPTEMBER 19, 2OO1
16. Alternate building materials - Final review & recommendation to the PEC (15 min.)Bill
MOTION: Bill Pierce _ SECOND: Hans Woldrich VOTE:4-0
RECOMMENDATION OF APPROVAL TO THE PEC WITH MODIFICATIONS
Staff Aporovals
Hawley/Waring residence - ite-roof. Judy
4E62 Meadorrlane/Lot 12, Block 7, Bighom 5h Addition.
Applicant Lance Wine
McOluer residence - Interior conversion/basement remodel. Judy
1090 Vail View Drive, Telemark Townhomes/Lot 81, Block B, Lions Ridge Filing 1.
Applicant: Frank McCluer lll
Lauman residence - Repaint. Judy
4484 Streamside Circle/Lot 12-8, Bighom 4th Addition.
Applicant Edward Lauman
Aspen Tree Condo - Partial re.roof. Bill
931 Red Sandstone Rd./Aspen Tree Condos.
Applicant: Jeffrey Snyder
Vail Point Townhomes - Paint foundalions.
1881 Lions Ridge Loop/Lot 1, Block 3, Lions Ridge 3d Filing.
Applicant Vail Point Townhome Association
Wakem residence - Enclose deck.
1116 Sandstone Drive, Lionsmane Condos/Lot A5, Lions Ridge Filing 1.
Applicant Lawlor Wakem
Love residence - Re-paint.
800 Potato Patch Drive/Lot 7, Block 1, Vail Potato Patch.
Applicant: Robert & Judith Love
Judy
Hart residence - Repaint; replace siding and deck rails. Judy
1743 Lions Ridge Loop/Lot 4, Block 3, Lion's Ridge Filing 2.
Applicant Richard H. & Jane Y. Hart
Gunn residence - Re-roof, same-for-same. Judy
2785 Bald Mountain Road/Lot 3, Block 1, VailVillage tarh fiting.
Applicant: Robert D. Gunn
Thompson residence - Exterior spiral staircase. Brent
45 Forest Road/Lot 33, Block 7, Vail Mllage 1" Filing.
Applicant JVBProperties-VailLLC
Ann
Brent
JudyTravers residence - Remove deck and replace with flagstone patio.
1422 Moraine Drive/Lot 11, Block 2, Dauphinais-Mosely Filing 1.
Applicanl: Richard & Deb Travers
Zopf residence - Re-roof.
894 Spruce CourULot 9, Block 1, Vail Village Filing 9.
Applicant 894 Spruce LLC
Brent
Vail Resorts Snowmaking - Underground pipe vault. Brent
890 S Frontage Rd. WesUGlen Lyon Subdivision.
Applicant: Vail Resorts
Antlers Condos - Change to previously approved plans. George
680 Lionshead Place/Lot 3, Block 1, Vail Lionshead 3'.
Applicant: AntlersCondoAssociation
Kuz residence - Window replacement, same-for-same. Judy
2705 Bald Mountain Road/Lot 6, Block 1, Vail Village 13th Filing.
Applicant: Ludwig Kuz
Travers residence - Replace deck with patio. Judy
1422 Moraine Drive/Lot 11, Dauphinais-Moseley Filing 1.
Applicant: Richard & Deborah Travers
Thompson residence - 3'10" tall timber retaining wall. Allison
45 Forest Road/Lot 33, Block 7, Vail Village 1"' Filing.
Applicant JVB Properties-Vail LLC
Gordon residence - Addition of exterior lighted stair, door & dormer. Ann
5185 Main Gore Drive South/Lot 18, Block 20, Vail Meadows Filing 1 .
Applicant: Kenneth Gordon Revocable Trust
Godoy residence - Change to approved plan - Roof changed into balcony. Allison
600 Vail Valley Drive/Norlhwoods Condominiums.
Applicant: Jose A. & Rosa Godoy
Schink residence - Repaint; Exterior boiler; Screen wall. Allison
5027 Main Gore Drive/Lot 1-A, Block 1, Bighom 5'h Addition.
Applicant: James & April Schink
Schofield residence - Front entry roof. Bill
1448 Vail Valley Drive/Lot 18, Block 3, VailValley 1d Filing.
Applicant: John B. Scholield
Bolen residence - Re-roof, same-for-same. Judy
990 Fairway Drive/Lot 4, Vail Village tdh fiting.
Applicant: James & Phyllis Bolen
Cohagen residence - Raise roof. George
385 E. Gore Creek Drive, #303/Lot 14-1, Vorlaufer Condos.
Applicant: John & Mary Cohagen
Fair residence - Entry roof. Brent
1546 Matterhom Gircle. #7/Hobbit Hill.
Applicant Greg Fair
Shapiro residence - Change patio doors to fixed door w/windows. Brent
83 Willow Place/Lot 3, Block 6, VailVillage 1s Filing.
Applicant: Douglas & Cynthia Shapiro
Lionshead Centre Condos - Replace pool fence and add ski lockers. Allison
520 Lionshead Mall/Lot 5, Vail Lionshead Centre CO.Applicant TJT CO Inc.
McCormick residence - Interior remodel; Replace all windows and add sliding door. Brent
680 Lionshead Place, #701lLol3, Antlers Gondo.
Applicant: Ronald McCormick
McDougall residence - Fence. Allison
2955 Basingdale Blvd./Lot 15, Block 6,.Vail Intermountain.
Applicant Timothy & Mary McDougall
Harding residence - Change exterior window and raise deck. Allison
4284 Golumbine Drive/Lot 2tr3, Bighom Subdivision.
Applicant Jeffrey J. Harding
Ludwigs Reslaurant - Exterior stone stair. Allison
20 Vail Road/Lot L, Block 5E, VailVillage Filing 1.
Applicant: SonnenalpProperties,lnc.
Stockton residence - Deck remodel/addition; landscape improvemenls. Ann
2470 Bald Mountain Rd./Lot 19, Block 2, Vail Village 13rh Filing.
Applicant Tye & Brielle Stockton
Ulmer residence - Deck addiiion. Bill
1987 Circle Drive/Lot 26, Buffehr Creek Subdivision.
Applicant: Simon Ulmer
Dunietz residence - 32 sq. fl. Addition. Bill
770 Potato Patch Drive, Unii 7/Lol 6, Block 2, Vail Potato Patch.
Applicant; Jack Dunielz
The applications and information about the proposals are available for public inspection during
regular office hours in the project planne/s office, located at the Town of Vail Community
Devefopment Department, 75 South Frontage Road. Please e,all 479-2138 for information.
Sign language interpretation available upon requesl with 24 hour notification. Please cell 479-
2356,Telephone for the Hearing lmpaired, for information.
lb ,r-r MAY AFFE.T "or* ,*or-0
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public heanng in accordance with Section 12-3-6 ol the Municipal Code of the
TownofVail onMay14,2001,at2:0OP.M.intheTownofVail Municipal Building. ln
consideration of:
A request for a conditional use permit, to allow for an addition to the Vail Valley Medical Center,
located at 181 West Meadow Drive/Lots E & F, Vail Village 2nd Filing.
Applicant: Vail Valley Medical Center, represented by Braun AssociatesPlannec George Ruther
A request for a variance from Title 14 (Development Standards), Vail Town Code, to allow for
snow storage and parking within the public right-of-way, located al2437 Garmisch Drive / Lot
12, Block H, Vail das Schone 2no Filing.
Applicant: William H. Mentlik, represented by John Martin, AIA
Planner: Ann Kjerulf
A request for a work session to discuss amending certain residential zone districts in the Town
of Vail to allow home day care facilities subject to the issuance of a conditional use permit and a
home occupation permit.
Applicant: Town of Vail
Planner: George Ruther
A request for a variance from Section 12-6D6 (Setbacks), Vail Town Code, to allow for the
construction of a garage within the required front setback, located al 1956 Gore Creek Drive /
Lot 45, Vail Village West Filing #2.
Applicant: David Inrin
Planner: Ann Kjerulf
A request for a worftsession to discuss a new special development district, to allow for the
redevelopment of the Vail Racquet Club, located at 4695 Vail Racquet Club DriveA/ail Racquet Club
Condominiums, Bighom srh Addition.
Applicant: Racquet Club Owners Association, represented by Fritzlen Pierce Architects.Planner: Brent Wilson
A request for a final review of a proposed special development district, to allow for the
construction of a new conference facility/hotel; and a final review of a conditional use permit, to
allow for Type lll employee housing units and fractional fee club units, located at 13 Vail Road/
Lots A, B, C, Block 2, Vail Village Filing 2.
Applicant: Doramar Hotels, represented by the Daymer Corporation
. Planner: Brent Wilson
lll--'B request for a conditional use permit, to allow for the construction of a soccer field, locatedr \10 N. Frontage Rd. WesU A portion of Tract C, Vail Potato Patch. A full metes & bounds legal
description is available at the Department of Community Development.
Applicant: Town of Vail
Plannen Allison Ochs
o
A request for a final review of a conditional use permit, to allow for the construclion of phase I of
Donovan Park improvements, generally located soulheast of the intersection of Matterhom
Circle and lhe South Frontage Road.
Applicant: Town of VailPlanner: George Rulher
A request for the review-of a proposed text amendment to Chapter 1 1 , Design Review, of the
Zoning Regulations to allow for procedural changes to the performance bond process as
prescribed in the Vail Town Code.
Applicant Town of VailPlannen George Ruther
A request for a variance from Section 12-6D-10 of the Town Code, to allow for a reduction in the
landscaping and.site development requirements, located at 383 Beaver Dam Road/Lot 3, Block
3, Vail Village 3'o Filing.
Applicani: A2Z Holdings, LLCPlanner: Bill Gibson
A request for a minor subdivision and a variance from Section 12-6D5 of the Town Code to
allow for the resubdivision of Lot 1, Strauss Subdivision, a resubdivision of Lots 46 & 47. Vail
Vif lage West Filing No- 2, re-creating Lots 46 & 47 , located at 'l 916 & 1 936 West Gore Creek
Drive.
Applicant: Fat Dauphinais, representing Richard StraussPlanner: Allison Ochs
The applications and information about the proposals are available for public inspection during regular
office hours in the project planneds office, located at the Town of Vail Community Development
Department, 75 South Frontage Road. The public is invited to attend project orientation and the site
visits that precede the public hearing in the Town of Vail Community Development Department.
Please call 479-2138 for information.
Sign language interpretation available upon request with 24-hour nolification. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published Apnl 27,2001 in the Vail Trail.
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TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmenlal Commission
Community Development Department
June 11, 2001
A request for a condilional use permit, to allow for the construction of an
alhletic field, located at 610 N. Frontage Rd. WesV A portion of Tract C,
Vail Potato Patch. A full metes & bounds legal description is available at
the Department of Community Development.
Applicant: Town of Vail, represented by Gregg BarriePlanner: Allison Ochs
t.W
The Town of Vail, Vail Recreation District, and Red Sandstone Elementary School are
requesting a Conditional Use Permit to allow for the construction of an athletic field
located adjacent to the elementary school on a portion of Tract G. The athletic field is
sized and shaped to allow for the minimum sized U7|UB soccer field, which is generally
intended for 7 and 8 year old players. The field is approximately 30 yards by 50 yards.
For information, an official soccer field is a minimum of 50 yards by 100 yards.
The parcel is zoned Outdoor Recreation. "Public parks and active public outdoor
recreation areas and uses, excluding buildings" are a conditional use in the Outdoor
Recreation zone district. According to the applicant, the athletic field is situated on the
weslem end of the site due to steeper slopes on the easlern end. The applicant's letter
of intent, along with a reduction of the site plan, has been attached for reference.
BACKGROUND
The athlelic lield is proposed to be located on a portion of Tract C, Vail Potato Patch. In
1995, as part of the Comprehensive Open Lands Plan rezonings, Tract C was divided
into multiple parcels. Portions of Tract C were then zoned Natural Area Preservation
District. The portion of the property to include the athletic field is zoned Outdoor
Recreation. Currently there are no improvements on lhe property. The Design Review
Board reviewed the proposal and approved the request at the May 16, 2001, meeting.
ROLES OFTHE REVIEWING BOARDS
Plannino and Environmental Commission: The Ptanning and Environmental
Commission is responsible for evaluating this conditional use permit application for:
1. Relationship and impact of the use on development objectives of the Town.
2. Etfect ol the use on light and air, distribution of population, transportation
il.
o
facilities, utilities, schools, parks and recrealion facilities, and other public
facilities and public facilities needs.
3. Effect upon traffic, with particular reference to congestion, automotive and
pedestrian safely and convenience, tratfic flow and control, access,
maneuverabilily, and removal of snow from the streets and parking areas.4. Effecl upon the character of the area in which the proposed use is to be located,
including the scale and bulk of the proposed use in relation to surounding uses.
5. Such other factors and criteria as the Commission deems applicable to the
proposed use.
6. The environmental impact report concerning the proposed use, if an
environmental impact report is required by Chapter 12 of this Title.
7. Conformance with development slandards of zone district
Desion Review Board: The Design Review Board is responsible for evaluating the
Design Review application for:
1. Architectural compatibility with other structures, the land and surroundings2. Fitting buildings into landscape
3. Configuration of building and grading of a site which respects the topography
4. Removal/Preservation of lrees and native vegetation
5. Adequate provision for snow slorage on-site
6. Acceptability of building materials and colors
7. Acceptability of roof elements, eaves, overhangs, and other building forms
8. Provision of landscape and drainage
9. Provision of fencing, walls, and accessory slructures
10. Circulation and access to a site including parking, and site distances
11. Location and design of satellite dishes
12. Provision of outdoor lighting
13. The design of parks
IV. STAFF RECOMMENDATION
The Community Development Department recommends approval of the conditional use
permit for an athletic field, subject lo the following findings:
1. Thal the proposed location of the use is in accordance with the purposes of the
conditional use permit section of the zoning code and the purposes of the
Outdoor Recreation Zone District.
2. That the proposed location of the use and the conditions under which it will be
operated or maintained will not be detrimental to the public health, safety, or
welfare or materially injurious to properties or improvements in the vicinity.
3. That the proposed use will comply with each of the applicable provisions of the
conditional use permit section of the zoning code.
Should the Planning and Environmental Commission choose to approve the request,
staff recommends the following condition:
1. That no exterior lighting is permitted in conjunction with this Conditional Use
Permit. The addition of exterior lights would require an amendment to the
V.
Conditional Use Permit and would require additional Planning and Environmental
Commission review.
REVIEW CRITERIA FOR THE CONDITIONAL USE PERMIT
The review criteria for a request of this nature are established by the Town of Vail
Municipal Code. The proposal is subject lo the issuance of a conditional use permit in
accordance with lhe provisions ol Title 12, Chapter 16. For the Planning and
Environmental Commission's reference, the conditional use permit purpose stalement
indicates thal:
ln order to provide the flexibility necessary to achieve the objectives of this titte,
specified uses are permifted in certain districts subject to the granting of a
conditional use permit. Because of their unusual or special characteristics,
conditional uses require review so that they may be located properly with respect
to the purposes of this title and with respect to their effects on surrounding
propefties. The review process prescribed in this chapter is intended to assure
compatibility and harmonious development between conditional uses and
surrounding properties in the Town at large. Uses listed as conditional uses in
the various districts may be permitted subject to such conditions and limitations
as the Town may prescribe to insure that the location and operation of the
conditional uses will be in accordance with the development objectives of the
Town and will not be detrimental to other uses or properties. Where conditions
cannot be devised, to achieve these objectives, applications for conditional use
permits shall be denied.
A. Consideration ol Factors:
1. Relationship and impact of the use on lhe development objectives of
the Town.
Section 12-88-1 defines the purpose of the Outdoor Recrealion zone district:
The Outdoor Recreation District is intended to preserue undeveloped or
open space lands from intensive development while permitting outdoor
recreational activities that provide opportunities for active and passive
recreation areas, facilities and uses.
Staff believes lhat the proposed athletic field furthers the purpose of the
Outdoor Recreation zone district. The proposed athletic field allows for an
additional active recreation area, targeted primarily to children.
In addition, statf believes that the proposal complies with the development
objectives of the Town of Vail, as these objectives are stated in the Land Use
Plan:
1.1.1 . Vait shoutd continue to grow in a controlled environment,
maintaining a balance between residential, commercial, and
recreational uses fo serue both the visitor and the permanent
resident.
3.
1.1 .2. The quality of the environment including air, water, and other
natural resources should be protected as the Town grows.
2.7 The Town of Vail should improve the existing park and
open space lands while continuing to purchase open
space.
The proposed athletic field will provide additional recreational uses, primarily
serving the permanent resident, and improves an existing open space area
zoned Outdoor Recreation.
The Town of Vail Land Use Plan designates this properly as Open Space. In
addition, it identifies the entire tract as Tract 37 - Potato Patch:
An irregular shaped area above Red Sandstone Elementary School was
dedicated to the Town as open space. This area has a variety of high
and medium environmental constraints as well as some areas with no
identifiable development constraints. There are no apparent deed
restrictions for use of the property, however, the site is relatively difficult
fo access and seems most appropriately left in open space.
The effect of the use on light and air, distribution of population,
transportation facilities, utilities, schools, parks and recreation
facilities, and other public facilities needs.
The proposed athletic field will provide additional recreational uses for the
elementary school and community. The primary intent of the athletic field is
to provide for turf area for the students of Red Sandstone Elementary. The
Vail Recreation District will use the field for overflow for their soccer needs,
but as the field is only 30 yards by 50 yards, the Vail Recreation District will
primarily be using the new soccer field at Donovan Park for their needs. As
there are no slructures proposed in conjunction with the development of the
athletic field, staff believes that there will be no effect on light and air.
Effect upon traflic with particular reference to congestion, automotive
and pedestrian safety and convenience, traffic flow and control, access,
maneuverability, and removal of snow from the street and parking
areas.
Staff believes that the proposed athletic field will not have a negative effect
on lhe above referenced criteria. Currently, there are 25 designated parking
spaces plus 2 ADA accessible spaces at Red Sandstone Elementary.
Additional parking can be accommodated on the access drive, allowing for
approximately 71 spaces total. Overflow parking can be accommodated at
the Sandstone Tot Lot, if necessary. The Planning and Environmental
Commission sets the parking requirement for recreational facilities. Staff has
identified parking requiremenls for other communilies with regards to athlelic
fields. These requirements vary from 20 spaces per field to 1 space per
5,000 sq. ft. of land area. The athletic field is approximately 13,500 sq. ft.
with additional turf area adjacent to the school. Because the field is primarily
for the use of the school, staff does not believe that additional parking should
B.
be required. Other uses of the field will not occur while school is in session,
specifically evenings, weekends, and summer, leaving the school parking
available.
4. Effect upon the character of the area in which the proposed use is to be
located, including the scale and bulk of the proposed use in relation to
surrounding uses.
Statf has concerns regarding the amount of site disturbance on the hillside.
The current design of the athletic field allows for regrading and vegetation of
the hillside, as opposed to more visible retaining walls which would be
necessary should the field be sited elsewhere. However, staff also
recognizes the needs of the school and believes that with revegetation, the
character of the area will not be negatively atfected. The chain-link fence will
be brown lo minimize visibility and will also be screened with additional
landscaping. There is no lighting proposed in conjunction with the athletic
field, nor are any struclures proposed. Staff believes that this use is
compatible with adjacent uses, which include residential uses and the school.
5. The environmental impact report concerning the proposed use, if an
environmental impact report is required by Chapter 12 of this Title.
The Environmental lmpact Assessment, which was prepared by Design
Workshop, is attached for reference. In addition, CTUThompson, Inc.
completed a geologic evaluation of the site, providing specific construction
recommendations for the athletic field. The evaluation has also been
attached lor reference. The evaluation did not identify any potential geologic
hazards which would prevent the development of the property for an athletic
field, but does provide recommendations for construclion of the field. The
athletic field will be constructed following the recommendalions of the
evaluation to mitigate any environmental effects of the proposed athletic field.
Findinqs
The Planning and Environmental Commission shall make the following findings
before granting a conditional use permit:
1. That the proposed location of the use is in accord with the
purposes of the conditional use permit section of the zoning code
and the purposes of the district in which the site is located.
2. That the proposed location of the use and the conditions under
which it would be operaled or maintained would not be detrimental
to the public health, safety, or welfare or malerially injurious to
properties or improvements in the vicinity.
3. That the proposed use would comply with each of the applicable
provisions of the conditional use permit seclion of the zoning
code.
Department of Public Works & Transporlation
1309 Elkhorn Drive
Vail. Colorado 81657
970-479-2158
Fax: 970-479-2166
www.ci.vail.co.us
March23,200l
Red Sandstone Elementary School
Proposed Soccer Field
The Town of Vail, in conjunction with the Eagle County School District and the Vail Recreation
District, is proposing the construction of a U7lU8 sized soccer field on Town of Vail property
adjacent to the Red Sandstone Elementary School. The property is Tract C, Potato Parch Filing, and
is divided into four zoning parcels, two of which are Outdoor Recreation, and two of which are
Natural Area Preservation District. The proposed field would be constructed entirely on a parcel
zoned Outdoor Recreation.
The soccer field is situated on the western end ofthe site due to steeper slopes on the eastern end.
However, because this area is approximately 400 feet from the school, a smaller hrrf area is
proposed close to the school. This would allow students to play on a turf area during the 15 minute
"recess", while the longer Physical Education classes can take the time to walk out to the larger
soccer field area. Currently the students play on the asphalt area just outside the school.
The total amount ofturfarea proposed for this project is 40,000 square feet. The fields have been
designed so that no retaining walls will be required, however, there will be sizeable cut and fill
slopes that will require revegetation. All distwbed slopes will be planted with native species that
currently exist on site. A plant inventory will be performed prior to construction by a regional plant
biologist who will specify the plants to be used. In addition, he will specify erosion control
measures and establishment procedures. The intent is that in 3 to 5 years, the disturbed slopes will
match existing vegetation as closely as possible.
No additional parking is proposed forthis project. Currently the school has 25 designated spaces
plus 2 ADA compliant spaces. Additionally, during larger school events, the access road up to the
school is used for parking. That will accommodate approximately 38 additional vehicles. Because
the school will use the freld during the school day, and the Recreation District will use the freld
outside ofschool hours, events requiring parking for both school and field use should rarely
conflict.
Finally, a 6' high green colored chain link fence is proposed along the downhill side ofthe entire
turf area. The purpose of the fence is to limit the number of balls that might roll down towards the
road. The school district prefers chain link as opposed to solid fence for line of sight purposes.
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Project Descripfion
The Town of Vail, in conjunction with the Eagle County School District and the
Vail Recreation District, is proposing the construction of an athletic freld on Town
of Vail property adjacent to the Red Sandstone Elementary School. This project
will be funded jointly by the Town of Vail and the Eagle County School Dishict.
The Town of Vail plans to complete this project by the end of September 200 I .
The site is cunently undeveloped and consists of a mostly sage meadow with
various other shrubs, grasses, and perennials intermixed.
The athletic field, in its completed state, will consist of approximately .9 acres of
turf area. This area will be inigated by an automatic irrigation system' The total
disturbed area is 1.6 acres. The disturbance will consist ofbalanced cut and fill
grading, and when complete, all areas will be revegetated. The Town of Vail will
hire a company specializing in site revegetation projects to manage the site
revegetation.
The revegetation process will include a plant inventory of on-site plant materials
prior to construction. After grading and installation of irrigation system, the
revegetation contractor will provide and install all plants for the revegetation. The
plan intends to not only use a large variety of plant species, but the sizes of plants
will vary as well so the site will not be entirely uniform in appearance when first
planted. Plant sizes will vary from seed up to 6' serviceberry plants as well as a
number of aspens. A preliminary list of plant species is attached. The revegetation
contractor will provide the Town with an erosion control specification as well as an
irrigation specification as this type of revegetation will have special irrigation
requirements. The intent is that in 4 to 5 years the disturbed slopes will match
existing vegetation as closely as possible.
The largest part of the athletic field will accommodate a soccer field for the 7 to 8
year old age group and is siruated on the westem end of the site due to steeper
slopes on the eastern end. Currently the students play on a 200' long asphalt area
just outside the school, as well as on a small playground and on a gravel area
situated more than 400 ft from the school.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6,2001
Paee 2 of6
[. Zoning Compliance
The.site of the proposed field is Tract C, Potato Patch Filing, and is divided into
four zoning parcels, two of which are Outdoor Recreation and two of which are
Natural Area Preservation District. The proposed field would be constructed
entirely on a parcel zoned Outdoor Recreation, a parcel of land 5.24 acres in size.
There is no proposal to change the current zoning.
III. DevelopmentStatistics
1. Total site area: 5.24 acres
2. Total undisturbed site area: 3.64 acres
3. Total site disturbed area: 1.6 acres
4. Total soccer/ twf area: .9 acres
5. Total native grasses revegetation area: .7 acres
IV. Park Design Guideline Compliance
| . Site preservation; All non-turf disturbed areas will be revegetated to match the
existing natural gr€Nses and vegetation.
2. Impervious coverage:There will be no impervious coverage on the site.
3. Activity areas/separation and integration: There are two separate areas of the
athletic field. The smaller one closest to the school is designed for the 15
minute recess period to allow children to access it quickly. It is smaller due to
site grading limitations. The larger area is designed for organized activities and
is sized for the U7AJ8 soccer field. While farther from the school, it will be
used for the longer Physical Education classes.
4. Ziews: Views into the site from roads will not be significantly altered due to
revegetation and the location of the larger field. From Sun Vail Condos,
locatedjust south ofthe project, the proposed field will be higher than the roof
of the building so the changes to views there will be minimal due to the
revegetation and the addition oftaller landscape species along the south edge of
the field.
5. Energt conservation: Not applicable.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6, 2001
Pase 3 of6
6. Landscape accent. Landscape accent is provided through revegetation, taller
landscape trees along the project's south edge, and the extension ofan existing
aspen grove through the site.
7 . Accessibilityi All areas will meet ADA grade requirements.
8. Appropriateness/compatibility: An elementary school should have a turf area
large enough for organized activities. An open field in a neighborhood setting
is also appropriate.
9. Flexibility: The finished project will be highly flexible in use, especially given
that no buildings or structures are proposed.
10. Continuity: As described above, the site revegetation will match the existing
landscape, and no other building materials are to be used except for fencing.
The project will utilize a standard 8' brown chain link recreation fence.
71. Maintenance. Project long-term maintenance will include only mowing,
monitoring of the natural revegetation, and occasional maintenance to the
irrigation system.
Impact Assessment
Existing site conditions: The site is composed of native plant materials,
typically undisturbed with the exception of multiple utility line cuts and an old
inigation ditch. The upper portion of site is very steep and covered with aspens
and serviceberry. Portions of this area have been delineated as wetlands and
will not be disturbed. There is an area at southeast corner of site that sustains a
grove of willows, however, these are the only wetland species and this area has
been determined to NOT be a wetland area, however, this area also will remain
undisturbed.
100 yr floodplain: There are no floodplain hazards within the project site.
ll/etland impacts: As indicated in item l, there have been wetlands delineated
on the site however, there will be no wetland impacts. However, if it is
determined that there are potentially affected riparian areas on the site, the
Town of Vail will follow requirements set forth by the U.S. Army Corps of
Engineers.
Avalanche/rocl{all/debris flow: Refer to attached geotech report.
IV.
2.
J.
^
Red Sandstone Elementary School Athletic Field Environmental lmpact Assessment - June 6, 2001
Paee 4 of6
5. Erosion. All grading and earthwork during construction shall be performed
according to relevantjurisdiction requirements, and all necessary construction
erosion control measures shall be taken. All disturbed soils on the site shall be
revegetated and stabilized to prevent any long-term erosion. No slopes in
excess of 2: I shall be constructed on the site. Additional measures as specified
by the project revegetation specialists may be taken.
6. Air pollution.' There will be no air pollution generated by the project.
7. Noise pollution: Any temporary construction noise shall be performed
according to Town of Vail requirements and limitations. It is not anticipated
that any of the proposed permanent uses will create noise pollution impacting
the surrounding neighborhood. The only noise will be from children during
school hours several times a day. There may be soccer practices during
evenings but no organized games.
8. Lights: There will be no lighting on the project.
9. Parking: No additional parking will be required because this is a school facility
and no additional staffpositions will be required. The school cunently has 25
designated spaces plus 2 ADA compliant spaces. Additionally, during larger
school events, the access road up to the school is used for parking and will
accmmodate approximately 44 additional vehicles. Because the school will use
the field during the school day and the Recreation District will use the field
outside ofschool hours, events requiring parking for both school and f,teld use
will not conflict.
10. Visual: No retaining walls will be required in this design. Revegetated slopes
will be the most notable impact immediately following construction. A brown
chain link fence installed on south side of the field will be seen from Sun Vail
condos, but aspen groups and the dark color will mitigate its visual impact.
11. Trffic impacts: The new field is an addition to existing school facilities. It will
not require additional school staffand therefore will not increase parking
requirements. In addition, it will not increase traffic during school hours. The
Vail Recreation District will use the field after school hours as a practice
facility. That use may increase traffic slightly on the site of the school but not
necessarily on the Frontage Roads. Currently, parents may pick up children
after school to take them to soccer practice elsewhere. Having the field at the
school site will simply defer the pick-up traffic to a later time, therefore
decreasing traffic during school pick-up times.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6,2001
Page 5 of 6
12. Site accessi The field will be accessed by existing roads, parking lots, and
sidewalks. An existing dirt path will be relocated to provide access from the
pedestian over?ass area.
13. Drainage impacts: Seasonal flows from the uphill wetland areas will be caught
on the north side of the field and drained to the east into existing swales. This
creates an opportunity for actually increasing the total amount of wetland on the
site by planting wetland species in the new swale. There is no anticipated
increase in net runoffdue to the absence of impervious surfaces.
14. Infrastructure impacts: The only new utility required for this project is a water
line tap for the inigatign system. A water line currently runs through the site
providing easy access for this tap. The planting design seeks to mitigate the
long-term water requirements of the project through the use of native plant
species for all revegetation areas. lrigated turf will be limited to the sports
field.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6, 2001
Page 6 of6
ApF-z3-Ol 1t:44A Rockr
U Native p.tants o
April 23,2001
Greg B.arrie
'llor+t of Vail
1309 Elkhorn Dr.
\tail, CO 81657
Re: Bxhibit A. RccommcndedNative Species for ths Vail Socccr Fiekl Expansion Project
As per your request todny, we lrave compilsd a tjgt of native plant matenals tirat
tecornrnended for use within the Town of Vail Soiccr Field Hxpunsion Prrrjcct.
P. 03
Dear i-lreg:
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sulfiu-fl owereitr buckwheat
3780 Silt Mcsa Road . Riflc. CO 8t650
Phon: (970) 615-ClRCrW t4'r,691 . fra:t (97r!) 62.$:FARM.{.1276)
E"mril mtive @aspcninfo, conr r Wab Pagc w ww.imnstivcpl&nt$,corrr
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$ticky gcl"nium
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prairie juncgrass'
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mahoniardesert holly
beebalft
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Ganrtrcl's oak
. threqlcaf suhrac
goldc[ curragt
i,ax/squaw curraut
Wood's rose'
Pentiemoa sn'icti.tt .
' Itocky Mountah penstemon
Pewlemon t,hippleanus Whiplrle's p€Itstemon
Pentaphvlloirlesflori.[tuiul.ui4latentittflJruticosl) shrubhycinquefoil
purple lringe
rlpine timo&y
mountain ninebark . .
:llnglcrna[n spruce
brie rlor:bne pine
limber pine
mwtongruss
qu8f,.mg a$pen
Apr-z3-Ol lt:ztI iA Rock5z
U Native plants
RfrNt:_.Tg:glglye!!,..$.oScrr [ield..Proi€cf*Re9 (page 3)
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Senrcfus uiangularis
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Solidago cendm*s
-Sorhus sctrytulina
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thimblcberry
gmrrndscl
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Canada goldenrod
mourtain esh
nrotlnlain snowbeny
Fcndlet's ncadownc
Amcrican v-etch
woolly mubscarr
Pleasc note thaf this is only a list of r€conrmended species fcrr the proJrxr. Irinal plant size.
planting.nuntbqr, and placernent hao yet to be finalized for this rnateriai. IJecause ourpricing isvolume based, rvc will formaliee our quotation as soon a$ wt: determine what thc linai phnfrng
uurnbss will be for rhe project.
at 97'J.625.4'I(r9 if rhere axe any
V;icc Prlesident/Slnior Scipttiisf, RMNP
June 4, 2001
Town of Vail
Department of Public Worksff ransportation
1309 Elkhorn Drive
Vail, CO 81657
Attention:
Subject:
Mr. Gregg Barrie
Project Landscape Arch itect
Geologic Evaluation
Proposed Red Sandstone Elementary
Athletic Field
Vail, Colorado
Job No. GS-3356
This letter presents the results of our geologic evaluation for the proposed
Red Sandstone Elementary Athletic Field in Vail, Colorado. We were told that an
athletic field and turf area are to be built on property adjacent to the west of the Red
Sandstone Elementary School. Plans are to build a cut and fill balance pad
approximately 500 feet long by up to approximately 120 feet wide in plan dimension.
The long dimension of the athletic field will be in an east'west direction
perpendicular to the fall line of the natural slopes at the site. Maximum excavation
depths will be approximately 10 feet deep. Our evaluation was to define geologic
conditions, identify any geologic hazards and discuss mitigation concepts for any
potential geologic hazards identified.
Our report is based on a review of available geologic maps and published
literature, an evaluation of aerial photographs, site obseryations and ourexperience.
We are currently performing a barrow investigation and slope stability analysis to
develop design level geotechnical recommendations and construction criteria forthe
plannedathleticfield. Thefollowingparagraphsprovideadescriptionofgeneral site
conditions, the geologic setting at the site, our evaluation of geologic hazards and
mitlgation concepts.
Site Conditions
The site is located north of l-70 in Vail, Colorado. Gore Creek is beyond l'70
tothesouth. TheexistingSunVail Condominiumsareadjacenttoandbelowthesite
to the southwest. The Red Sandstone Elementary School is adjacent to the east. A
pedestrian bridge across l-70 and a park area are to the southeast of the site. To the
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234oENTERDRTVE r GLENWOOD SPF NGS, COLORADO 81601 I (97O) 945-2809
north, residences are on a benched surface approximately 50 vertical feet above the
site.
The site can be visualized as a benched area that slopes down to the south
at grades measured and visually estimated at 15 to 25 percent. Ground surfaces
above the bench slope up to the north at steep grades in excess of 60 percent.
Ground surfaces below the west approximately 112 of the bench drop down the
slopes excavated for the Sun Vail Condominiums at grades measured at up to
approximately 70 percent. Ground surfaces belowthe eastapproximately 1/2 of the
bench drop down to the park area at grades measured and visually estimated at 25
to 35 percent. An abandoned irrigation ditch approximately 4 feet wide and 2 feet
deep trends down to the southeast below the southeast side of the bench.
Vegetation consists of grasses, weeds and sage brush. Aspen trees, willows and
other hydrophilic brush are on the steep slopes above the site to the north.
Photographs of the site are shown in Appendix A.
Geoloqic Settinq
The site is located in an area of.folded and faulted Paleozoic aged
sedimentary strata between the Gore Range to the northeastand the Sawatch Range
to the southwest. Regional geologic mapping indicates the site is underlain by
bedrock consisting of the Pennsylvanian aged Minturn Formation. Bedrock
orientation strikes generally east-west, parallel to Gore Creek and dips down to the
north. Surface deposits a the site consist of Quaternary aged glacial drift. Field
observations at, and in the vicinity of the site confirm the geologic mapping. The site
is a glacial drift terrace. The steep slopes above the site to the north appear to be
the sides of a second glacial drift terrace above. The glacial drift consists of silty to
clayey gravels with cobbles and boulders up to approximately 5 feet in diameter.
Glacial drift is a heterogeneous unit with pockets of more permeable and more
granular materials intermixed and interlayered with less permeable, more clayey
materials. Numerous springs and seeps are at the base of and on the slopes to the
northwest of the site.
Geolooic Hazards
We did not identify any potential geologic hazards that would prevent
development of the property for the planned athletic field. Three concerns related
to geologic conditions were identified that need to be considered. First, the steep
slopes along the north edge and to the north of the site are potentially unstable;
second, an area of saturation as evidenced by springs and surface water was
observed on the slopes at the northwest part of the site; and third, the slopes below
the site that were excavated to construct the Sun Vail Condominiums are very steep
and placing fill at the top of these slopes will increase the driving force and tend to
reduce existing hillside stability.
TOWN OF VAIL
RED SANDSTONE ELEMENTARY ATHLETIC FIELD
CTUT JOB NO. GS.3356
Glacial drift deposits appear similar to slope failure deposits and are difficult
to differentiate. The glacial drift slopes above the site to the north may have moved
in the geologic past (on the order of 10,000 years ago). Field observations do not
indicate that recent slope movements have occurred. In our opinion, the site is
comparatively stable and the potential for slope stability hazards is low. In our
opinion, excavations at the site that do not intersect a 2:1 (horizontal to vertical) line
extending down and away from the toe of the steep slopes (see Figure 1) can be
accomplished without retainage. We understand excavations are to be into the steep
slopes and will intersect the 2:1 (horizontal to vertical) line discussed above. lt
appears the excavation may need to be retained. We are currently performing a
detailed slope stability analysis to judge the necessity of slope stability mitigation
and develop mitigation recommendations for retainage.
The numerous springs at the northwest part of the site indicate the slopes in
this area are likely saturated. Surface and subsurface drainage will be needed.
Removal of ground water via subsurface drains such as an interceptor drain along
the base of the cut slopes for the athletic field and horizontal drains extending back
into the slopes will reduce hydrostatic pressures and increase slope stability. We
envision a network of drains excavated into the slopes and a collector drain
excavated along the based of the cut face. The drains can consist of slotted 4-inch
diameter PVC pipe embedded in a free draining gravel such as washed 3/4-inch
diameter concrete aggregate. The drain pipes would be 4 to 5 feet below the existing
ground surface. The drain pipes that extend back into the slopes would need to
extend up the slopes a distance equal to approximately 2 times the height of the
excavation and be placed on an approximately 6 to 8 feet horizontal spacing. The
collector pipe would need to be approximately 10 to 12 inches in diameter.
ln addition, we suggest a drainage swale approximately 2 feet deep and 6 to
8 feet wide along the base of the cut face for the athletic field. The trend of the swale
should slope at a sufficient gradient to prevent surface water from ponding.
The third concern is related to the existing cut slopes below the proposed
athleticfield. Ourfieldobservationsindicatethatamaximumgradeofapproximately
60 percent for dry slopes appears to be stable for the soil conditions at and on
property adjacent to this site. Cut slopes below the site are up to approximately 70
percent and show evidence of raveling. We believe that adding weight to the top of
these slopes will reduce the stability of the cut slopes. In our opinion, fill should not
be placed closer to the top of the steep slopes that where a 2:1 (horizontal to vertical)
line extending up from the toe of the excavated slopes intersect the existing ground
surface above (See Figure 2) unless the existing cut slopes are laid back to a stable
configuration, retained, or otherwise reinforced. Mitigation may involve
reinforcement of the existing cut slopes with mechanically stabilized earth (MSE)
cells or some type of retainage such as soil nails. Our geotechnical investigation
will address fill placement above the steep cut slopes to ensure a fill embankment
can be safely constructed. We believe the property can be developed using
geotechnicaland construction practices normally employed in mountainous regions
in the locale of the property.
TOWN OF VAIL
RED SANOSTONE ELEMENTARY ATHLETIC FIELD
CTUT JOB NO. GS.3356
We appreciate the opportunity to work with you on this project. lf you have
questions, please call.
Very truly yours,
CTUTHOMP
Wilson L. "Liv"
Engineering
copres
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[fuiP,,L Bc\:6ffifi#
TOWN OF VAIL
RED SANDSTONE ELE ENTARY ATHLETIC FIELD
CTUT JOB NO. GS.3356
APPENDIX A
PHOTOGRAPHS
TOWN OF VAIL
RED SANDSTONE ELEMENTARY ATHLETIC FIELD
CTUT JOB NO. GS.3356
I
N
t
EXISTIT.IG
TOE S
I
I
l
I
{ SITE
WE RECOftn4EhD
hE EXCAVATION
BELOT.J THIS LI},IE
TYPICAL NORTH-SOUTH CROSS SECTION THROUGH SITE
(Upper Part of Site)
GROLhID SIfFACE
Job No. GS-3356 Fig. I
vllE RECOtril4EhD
hIO FILL PLACEMENT
IN THIS AREA
.'..;,]i
ryPICAL NORTH€OUTH CROSS SECTION THROUGH SITE
(Lower Part of Site)
EXISTII.IG GROUND SI.JRFACE
Job No. GS-3356 Fig. 2
APPENDIX A
PHOTOGRAPHS
TOWN OF VAIL
RED SANDSTONE ELEMENTARY ATHLETIC FIELD
CTUT JOB NO. GS.3355
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A PROrElaroXA COIPOiIATTON
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Surre soo
Varl, Colonaoo
4r657-5047
June 7,2001
Planning and Environmental Commission
Town of Vail
75 South Frontage Road
Vail CO 81657
Re: Request for Conditional Use Permit for soccer field on Portion
Tract C. Vail Potato Patch
Dear Ladies and Gentlemen:
We have been asked to represent Joe and Anne Staufer and the Sun Vail
Condominium Association in connection with the Town's application for a special use permit for
a soccer field adjacent to Red Sandstone Elementary School.
My clients for obvious reasons would prefer that the special use permit not be
granted. However, they recognize that their desires may have to yield to the perceived need for
the soccer field and therefore have asked that I communicate to you the conditions thev wish to
see in any permit, if it is granted.
The conditions requested by Staufers and Sun Vail are as follows:
1. Use of the soccer field be only by elementary school students under the
supervision of school district employees.
2. The permit be effective only so long as an elementary school is at the Red
Sandstone location.
3. No other use, including without limitation ice skating and parking, be
4. No amplified or broadcast sound, whether music or spoken, be permitted.
5. No outdoor lighting be permitted.
TELEPHONE:(970' 47 6-0300
FACSIMILE;
(97 0) 476-4765
highcounqylawcom
em€ili vrillaw@vcil-net
CEFIIFIEO LEGA ASSISYANYS
KAREN M. OUNN, CLAS
JANTCE K. SCOF|ELO, CLAS
JOH N W. DUNN
ARTH UR A. ABPLANALB JR.
INGA HAAGENSON CAUSEY
OF COUNSEL:
JERRY W. HANNAH
permitted.
6. No structures be permitted.
The Commission's consideration of this request will be appreciated.
Yours very truly,
DI.INN & ABPLANALP, P.C.ll
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cc. Mr. Staufer
Sun Vail Condominium Association
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F 3961 Springhill Avenue
Mobile, Alabama 36608-5730
334-343-9400
FAxSv-U3-4972
tr P.O. Box 28306
Atlanta, Georgia 30358
770-396-7069
FAx770-396-7732
! P.O. Box 43087
Birmingham, Alabama 35243
205-967-7888
FAX 205-967-3155
U 3601 45th Streer
Metairie, Louisiana 70001
504-831-9484
FAX s04-83t-9493
May 11. 2001
TOWN OF VAIL- COMMUNITY DEVELOPMENT
75 S. Frcntage Road
Vail, CO 81657
Fax: 970-479-2452
ATTN: Allison Ochs, Planning Liaison Officer
Dear Ms. Ochs,
As a homeowner at Sun Vail Condominiums, I am greatly disturbed by the prospects of a soccer field
being built to the west of Red Stone Elementary, behind Sun Vail's A and B buildings. Although I am an
owner in building D, I feel that this building program will impact the value of all of our properties in a
negative fashion. I am at the property at least 20 days annually, and intend to retire in the Vail valley.
Actions as these greatly concern me as a homeowner and future resident.
This area has been a"green" area since I have been visiting the Vale valley and I believe it is a necessary
part of the overall concept of Colorado and Vail. I would encourage the planning commission to review
altemate selections closer to areas that are currently being used as recreational areas for children.'W
Unit 1l-D
Sun Vail Condominiums
Irday 9, 2001
TO; TOWNOFVAIL
PLANNER ALLISON OCHS
FROI4 C}IARLES R AI.ID BARBARA RAGA}I
744 SANDYLANE
WEUNDERSTAND IIIEREIS APROPOSAL TO BULD A SOCCERFIELD INTIIEAREAruST
SOUII{ OF OIJR HOME. WE SIRONCLY OBJECT OF CONVERTING A PEACEFTJL, QTIIET
AREA OF LAND, WHICH IS CT]RRNTLY, FILLED WTTH WILDFLOWERS AND WONDERFT,JL
WILD LIFE, TO A NOISEY SOCCER FIELD. WHAT WIII HAPPEN TO TI{E WILD LIFE?
WITYWEREWE NOT INFORMED OF TI{EZOING CHANGES FORTHIS PIECE OFLAND?
TIIIS PROPOSED FIET D woIJLD RENDER oLrR DECK UNUSEABLE; THE NorsE LEVEL Is
CURRENTLY SI.JBSTAJ{CIAL ENOUGH WTIII I-70, SO TO ADD TO TI{AT NOISE LEVEL WE
FEEL rS QUrTE IINREASONABLE.
VAIL ENCOIJRAGES LOCAL PEOPLE TO STAY IN VAIL, IIIETI MAKES TI{E SI.JRROUNDINGS
IIVIPOSSIBLE. WHAT Is wRoNG WTII{ soME BEAUTIFTJL oPEN sPAcE IN THE CITY oF
VAIL?
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To Town of Vail planners:
From Len Levitan; President Board of Sun Vail Condominium Association
I am writing to express our opposition to the building of a soccer field directly north of
the SunVail Condominiums. Cunently this area consists of natural vegetation and
wildflowers on a hillside. Replacing it would require excavation of a large area of slope
replacing it with a flat field. Some sort of fence would be built facing the adjacent
condominiums. The level of the field would be the same as the 3'o floor of our buildings.
All this would impact negatively on SunVail in multiple ways:
l) The view from the rear windows would be obscured, and replaced by a fence which
could be an eyesore.
2)Noise: Kids would be using this field morning, noon, after school, and evenings and it
is likely that the school would use it for recess play and physical education classes- this
use which would be hard to control would dramatically increase noise in our residential
area.
3)Trespassing: People likely would cross SunVail property to access the field
4)Potential for other development: lighting and bleachers might be added in the future
exacerbating negative impact on the adjacent buildings.
5) Water drainage might be a problem.
ln summary , 60 home owners in our complex and several home owners to the north and
above the proposed soccer field would be adversely effected.
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FenNS\roRTH InvESTMENT CorraPANY
May 3,2001
Town of Vail
75 South Frontage Road
Vail, CO 81657
Attention: Allyson Ochs, Planner
Dear Ms. Ochs:
As I told you earlier todayn I am the owner of 754 Potato Patch Drive, W. Thank you for
explaining the proposed soccer field to be located at 610 North Frontage Road West, said
property being generally below my property in the Town of Vail. I do not object to the proposed
soccer field as it is presently envisioned. As I understand it, it will be for children and not a full-
scale official soccer field. I endorse it orovided that:
l. There will be no lights on the property whatsoever;
2. That it will be properly fenced with a vinyl coated cyclone fence; and
3. That it will b€ properly landscaped.
I tnrst that there will be a requirement that the landscaping is properly maintained by the school.
Further, I endorse this with the understanding that any additional future requests, such as
lighting, expansion, etc., will be brought back to the neighborhood for comments and opinions.
Sincerely yours,
A[V n. Azl-1' \ {
ThomasE. Famsworth- Jr.
TCFJr:bjm
Cc: Mrs. Toni Hippeli
DEVELOI ERS . REALTORS . INVESTMENT BUILDERS
5335 Distriplex Farms Drive . Menrphis, TN 38141 . 901-377-2000 . Faxt 901-372-4899 . v,'ww.farnsworthco.com
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Dr. and Mrs. Brian J. Wilson
Sun Vail Condominiums
625 North Frontage Road West
Unit 22B
Vail, CO 81657
Town of Vail Planning Board
C/o Alison Ochs
Planning Liaison Oflicer
75 South Frontage Road West
Vail, CO 81657
To Whom It May Concern:
We are writing to express our strong opposition to the construction and placement of a
soccer field adjacent to, and directly North of, our home at the Sun Vail Condominiums.
Cunently this area consists of natural vegetation and wildlife which is enjoyed by
everyone.
Our opposition to this soccer field is based on the following issues/problems:
o Residential Area: tlre soccer field will be in the middle of a residential area
(sunounded by condominiums/homes), not in a recreational area like that which is
located to the West of Sun Vail. Playing fields should be, and are best located in
recreational areas which do not impact directly on residents day{o{ay lives.c pnvironment: currently this area is a "natural" space wrth natural vegetafion and
regional wildlife - this will be destroyed.o Noise: school children will be using this field in the moming, noon, after school and
evenings and it is likely the children also will use it for recess play and physical
education classes - the field has the potential to be used all day, every day which
dramatically impacts on noise in our "residential" area and that noise will be directly
outside the windows of our home.o Trespassing: as indicated above, the field could be used extensively throughout the
day and people/children will use the Sun Vail property as an access to the playing
field (both fooVbike traffic and parking in our parking lot).r Property Damage: as indicated above under trespassing, there is the potential for
property damage to Sun Vail as a result ofthe trespassing and by balls and other
sports equipment being used on the field that may end up on our property or through
our windows.o Safety: children could fall over the edge ofthe escarpment bordering along the Sun
Vail property and any fence that might be put up to prevent this would be an eye-sore
and effect propsrty values.
-L
. Property Values: the construction and placement of a playing field adjacent to the
Sun Vail Condominiums will negatively effect the value of our home. The playing
field should not be located where it directly effects the lives ofresidents and
residential property values.r Potential for Future Developmenfi whether part of the current proposal or the
possibility for future development, there could be a proposal to light the field, or to
erect bleachers or spectator seating, etc. - any further development ofthe playing
field now or in the future would exacerbate the problems indicated above.
We are strongly opposed to the construction and placement of a soccer field adjacent to,
and directly North of, ow home at the Sun Vail Condominiums. We encourage the
Planning Board to consider the above mentioned issues/problems and vote to oppose the
soccer field in this location.
Sincerely,
Dr. Brian
fuAe,l
Mrs. Jane E. Wilson
TO:
FROM:
DATE:
SUBJECT:
UEUqEANEUU
Planning and Environmental Commission
Community Development Department
June 25, 2001
A request for a condilional use permit, to allow for the construction of an
athletic field, located at 610 N. Frontage Rd. WesV A portion of Tract C,
Vail Potato Patch. A full metes & bounds legal description is available at
the Department of Gommunity Development.
Applicant: Town of Vail, represenled by Gregg BarriePlanner: Allison Ochs
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The Town of Vail, Vail Recreation District, and Red Sandstone Elementary School are
requesting a Conditional Use Permit to allow for the construction of an athletic field
located adjacent to the elementary school on a portion of Tract C. The athletic field is
sized and shaped to allow for the minimum sized U7lU8 soccer field, which is generally
intended lor 7 and 8 year old players. The field is approximately 30 yards by 50 yards.
For information, an official soccer field is a minimum of 50 yards by 100 yards.
The parcel is zoned Outdoor Recreation. "Public parks and active public outdoor
recreation areas and uses, excluding buildings" are a conditional use in the Outdoor
Recreation zone district. According to the applicant, the athletic field is situated on the
western end of the site due lo sleeper slopes on lhe eastern end. The applicant's letter
of intent, along with a reduction of the site plan, has been attached for reference.
BACKGROUND
The athletic field is proposed to be located on a portion of Tract C, Vail Potato Patch. ln
1995, as part of the Comprehensive Open Lands Plan rezonings, Tract C was divided
into multiple parcels. Portions of Tract C were then zoned Nalural Area Preservation
District. The portion of the property to include the athletic field is zoned Outdoor
Recreation. Currently lhere are no improvements on the property. The Design Review
Board reviewed the proposal and approved the request at the May 16, 2001 , meeting.
ROLES OFTHE REVIEWING BOARDS
Plannino and Environmental Commission: The Planning and Environmental
Commission is responsible for evaluating this conditional use permit application for:
1. Relationship and impact of the use on development objectives of the Town.2. Ettecl of the use on light and air, distribution of population, transportation
1. Archirecturar compatibitiry with other srructures, the tand and .rroJ.l'frfn;' il*' i'"1
2. Fitting buildings irito landicape '. .i'.I:'. I :.1 -l I .:. .i i .rX1I
3. Configuration of building and grading of a site which respects the topography4. Removal/Preservation of trees and native vegetation
5. Adequate provision for snow storage on-site
6. Acceptability of building materials and colors7. Acceptability of roof elements, eaves, overhangs, and other building forms
8. Provision of landscape and drainage9. Provision of fencing, walls, and accessory structures
10. Circulation and access to a site including parking, and site distances
11. Location and design of satellite dishes
12. Provision of outdoor lighting
13. The design of parks
IV. STAFF RECOMMENDATION
The Community Development Department recommends approval of the conditional use
permit for an athletic field, subject to the following findings:
1. That the proposed location of the use is in accordance with the purposes of the
conditional use permit seclion of the zoning code and the purposes of the
Outdoor Recreation Zone District.
2. That the proposed location of the use and the conditions under which it will be
operated or maintained will nol be detrimental to the public health, safety, or
welfare or materially injurious to properties or improvements in the vicinity.
3. That the proposed use will comply with each of the applicable provisions of the
conditional use permit section of the zoning code.
Should the Flanning and Environmental Commission choose to approve the request,
stafl recommends the following condition:
1. That no exlerior lighting is permitted in
Permit. The addition of exterior lights
facilities, ulilities, schools, parks and recreation facilities, and other public
f acilities and public facilitieilidid3.
3. Effect upon traffic, with particular reference to congestion, automotive and
pedestrian safety and convenience, traffic flow and control, access,
maneuverability, and removal of snow from the streets and parking areas.4. Effect upon the character of the area in which the proposed use is to be located,
including the scale and bulk of the proposed use in relation to surrounding uses.5. Such other factors and criteria as the Commission deems applicable to the
proposed use.
The environmenlal impact report concerning the proposed use, if an
environmenlal impact report is required by Chapter 12 of this Title.
Conformance with development standards of zone district
conjunclion with this Conditional Use
would require an amendment to the
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Conditional Use Permit and would require additional Planning and Environmental
Commission review.
REVIEW CRITERIA FOR THE CONDITIONAL USE PERMIT
The review criteria lor a request of this nature are established by the Town of Vail
Municipal Code. The proposal is subject to the issuance of a conditional use permit in
accordance with the provisions of Title 12, Chapter 16. For the Planning and
Environmental Commission's reference, the conditional use permit purpose slatement
indicates that:
ln order to provide the flexibility necessary to achieve the objectives of this titte,
specified uses are permifted in certain districts subjea b the granting of a
conditional use permit. Because of their unusual or special characteristics,
. conditional uses require review so that they may be located properly with respect
to the purposes of this title and with respect to their effects on surrounding
propefties. The review process prescribed in this chapter is intended to assure
compatibility and harmonious development between conditional uses and
sunounding properties in the Town at large- Uses listed as conditional uses in
the various districts may be permitted subject to such conditions and limitations
as the Town may prescribe to insure that the location and operation of the
conditional uses will be in accordance with the development objectives of the
Town and will not be detrimental to other uses or properties. Where conditions
cannot be devised, to achieve these objectives, applications for conditional use
permits shall be denied.
A. Consideration of Factors:
1. Relationship and impact of the use on the development objectives of
the Town.
Section 12-88-1 defines the purpose of the Outdoor Recreation zone district:
The Outdoor Recreation District is intended to preserve undeveloped or
open space lands from intensive development while permitting outdoor
recreational activities that provide oppoftunities for active and passive
recreation areas, facilities and uses.
Staff believes that the proposed athletic field furthers the purpose of the
Outdoor Recreation zone district. The proposed athletic field allows for an
additional active recreation area, targeted primarily to chibren.
In addition, staff believes that the proposal complies with the development
objectives of the Town of Vail, as these objectives are stated in the Land Use
Plan:
1.1 .1. Vail should continue to grow in a controlled environment,
maintaining a balance between residential, commercial, and
recreational uses fo serue both the visitor and the permanent
resident.
3.
1.1.2. The quality of the environment including air, water, and other
natural resources should be protected as the Town grows.
2.7 The Town of Vail should improve the existing park and
open space lands while continuing to purchase open
space.
The proposed athletic field will provide additional recreational uses, primarily
serving the permanent resident, and improves an existing open space area
zoned Outdoor Recreation.
The Town of Vail Land Use Plan designates this property as Open Space. In
addition, it identifies the entire tract as Tract 37- Potato Patch:
An irregular shaped area above Red Sandstone Elementary School was
dedicated to the Town as open space. This area has a variety of high
and medium environmental constraints as well as some areas with no
identifiable development constraints. There are no apparent deed
restrictions for use of the property, however, the site is relatively difficult
fo access and seems most appropriately left in open space.
The effect of the use on light and air, distribution of population,
transportation facilitles, utilities, schools, parks and recreation
facilities, and other public facilities needs.
The proposed athletic field will provide additional recreational uses for the
elementary school and community. The primary intent of the athletic field is
to provide for turf area for the students ol Red Sandstone Elementary. The
Vail Recreation District will use the field for overflow for their soccer needs,
but as the field is only 30 yards by 50 yards, the Vail Recreation District will
primarily be using lhe new soccer field at Donovan Park lor their needs. As
there are no slruclures proposed in conjunbtion with the development of the
athletic field, staff believes that there will be no effect on light and air.
Effect upon traffic with particular reference to congestion, automotive
and pedestrian safety and convenience, traflic flow and control, access,
maneuverability, and removal of snow from the street and parking
dreas.
Staf{ believes that the proposed athletic field will not have a negative effect
on the above referenced crileria. Currently, thefe are 25 designated parking
spaces plus 2 ADA accessible spaces at Red Sandstone Elementary.
Additional parking can be accommodated on the access drive, allowing lor
approximately 71 spaces total. Overflow parking can be accommodated al
the Sandstone Tol Lot, if necessary. The Planning and Environmental
Commission sets the parking requirement for recreational facilities. Staff has
identified parking requirements for other communities with regards to athletic
fields. These requiremenls vary from 20 spaces per field to 1 space per
5,000 sq. ft. of land area. The athletic field is approximately 13,500 sq. ft.
with additional turf area adjacent to the school. Because the field is primarily
for the use of the school, staff does not believe that additional parking should
B.
be required. Other uses of the field will not occur while school is in session,
specifically evenings, weekends, and summer, leaving the school parking
available.
4. Effect upon the character of the area in which the proposed use is to be
located, including the scale and bulk ol the proposed use in relation to
surrounding uses.
Staff has concerns regarding the amount of site disturbance on the hillside.
The currenl design of the athletic field allows for regrading and vegetation of
the hillside, as opposed lo more visible retaining walls which would be
necessary should the field be sited elsewhere, However, staff also
recognizes the needs of the school and believes that with revegetation, the
character of the area will not be negatively affected. The chain-link fence will
be brown to minimize visibility and will also be screened with additional
landscaping. There is no lighting proposed in conjunction with the athletic
field, nor are any structures proposed. Staff believes that this use is
compatible with adjacent uses, which include residential uses and the school.
5. The environmental impact report concerning the proposed use, if an
environmental impact report is required by chapter 12 of this Title.
The Environmental lmpact Assessment, which was prepared by Design
Workshop, is attached for reference. ln addition, CTUThompson, Inc.
.completed a geologic evaluation of the site, providing specific construction
recommendations for the athletic field. The evaluation has also been
attached for reference. The evaluation did not identity any potential geologic
hazards which would prevent the development of the property for an athletic
field, but does provide recommendations for construction of the field. The
athletic field will be construcled following the recommendations of the
evaluation to mitigate any environmental effects of the proposed athletic field.
Findinqs
The Planning and Environmental Commission shall make the following findings
before granting a conditional use permil:
That the proposed localion of the use is in accord with the
purposes of the conditional use permit section of the zoning code
and the purposes of the district in which the sile is located.
That the proposed location of the use and the conditions under
which it would be operated or maintained would not be detrimental
to the public health, safety, or welfare or materially injurious to
properties or improvements in the vicinity.
That the proposed use would comply with each of the applicable
provisions of the conditional use permit section of the zoning
code.
1.
3.
Department of Public Works & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-2158
Fax:970-479-2166
www.ci.vail.co.us
March 23,2001
Red Sandstone Elementary School
Proposed Soccer Field
The Town of Vail, in conjunction with the Eagle County School District and the Vail Recreation
District, is proposing the construction of a U7 N8 sized soccer field on Town of Vail property
adjacent to the Red Sandstone Elementary School. The property is Tract C, Potato Patch Filing, and
is divided into four zoning parcels, two of which are Outdoor Recreation, and two of which are
Natural Area Preservation District. The proposed field would be constructed entirely on a parcel
zoned Outdoor Recreation.
The soccer field is situated on the westem end ofthe site due to steeper slopes on the eastern end.
However, because this area is approximately 400 feet from the school, a smaller turf area is
proposed close to the school. This would allow students to play on a turf area during the l5 minute
"recess", while the longer Physical Education classes can take the time to walk out to the larger
soccer field area. Currently the students play on the asphalt areajust outside the school.
The total amount ofturfareaproposed forthis project is 40,000 square feet. The fields have been
designed so that no retaining walls will be required, however, there will be sizeable cut and fill
slopes that will require revegetation. All disturbed slopes will be planted with native species that
currently exist on site. A plant inventory will be performed prior to constnrction by a regional plant
biologist who will specify the plants to be used. In addition, he will specify erosion control
measures and establishment procedures. The intent is that in 3 to 5 years, the disturbed slopes will
match existing vegetation as closely as possible.
No additional parking is proposed for this project. Currently the school has 25 designated spaces
plus 2 ADA compliant spaoes. Additionally, during larger school events, the access road up to the
school is used for parking. That will accommodate approximately 38 additional vehicles. Because
the school will use the field during the school day, and the Recreation District will use the freld
outside ofschool hours, events requiring parking for both school and field use should rarely
confl ict.
Finally, a 6' high green colored chain link fence is proposed along the downhill side ofthe entire
turf area. The purpose of the fence is to limit the number of balls that might roll down towards the
road. The school district prefers chain link as opposed to solid fence for line of sight purposes.
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June 14, 2001
Town of Vail
Department of Public Works/Transportation
1309 Elkhorn Drive
Vail, CO 81657
Attention:
Subject:
Mr. Gregg Barrie
Geotechnical lnvestigation
Proposed Soccer Field
Red Sandstone Elementary School
Vail, Colorado
Job No. GS-3357
This letter presents the results of our geotechnical investigation for the
proposed soccer field at Red Sandstone Elementary School in Vail, Colorado. We
performed a geologic evaluation for the proposed construction at the site under our
Job No. GS-3356 (letter dated June 4,2001). As part of our geotechnical
investigation, we performed a slope stability analysis. The following paragraphs
describe site conditions, the proposed construction and subsurface conditions. A
discussion of slope stability and recommendations for site grading are also
included.
Site Conditions
The site is located north of the pedestrian bridge over l-70 in Vail, Colorado.
The existing Sun Vail condominiums are south of the site, adjacent to the toe of
steep slopes. The Red Sandstone Elementary School building is east of the
proposed soccer field. Single-family residences are on slopes above the site to the
north and west.
The site can be visualized as a natural topographic bench that slopes down
to the south at grades between 15 and 25 percent (see Figure 1). Ground surfaces
on slopes above the site to the north are at grades of 55 to 65 percent. Slopes south
of the site vary from about 70 percent adjacent to Sun Vail condominiums to about
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
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30 percent adjacent to the gravel play area. An abandoned irrigation ditch
approximately 4 feet wide and 2 feet deep trends down to the southeast below the
southeast part ofthe bench. Vegetation consists ofsage, grass and weeds. Aspen
trees and willows are on the steep slopes above the site.
Proposed Gonstruction
Plans are to construct a cut and fill balance pad approximately 500 feet tong
with a maximum width of about 120 feet as shown on Figure 1. Maximum excavation
cut depth of about 8 feet and maximum fill thickness of approximately 10 feet are
proposed. The fill embankment at the south side of the proposed pad is planned at
the crest of steep slopes above the Sun Vail condominiums. The soccer field will be
located at the west end of the pad. The area east of the soccer field will be irrigated
turf. We understand permanent cut and fill slopes will be re-vegetated with native
vegetation.
Subsurface Conditions
Subsurface conditions at the site were investigated by drilling three
exploratory borings (TH-1 through TH-3) at the approximate locations shown on
Figure 1. Drilling operations were directed by ourengineerwho logged the soils
encountered in the borings and obtained samples of the subsoils. Graphic logs of
the soils found in our exploratory borings are shown on Figures 2 and 3.
Subsurface conditions in our exploratory borings consisted of nil to 1.5 feet
of sandy clay "topsoil" underlain by silty to clayey sand and gravel with cobbles and
boulderstothemaximumexploreddepthof25feet. Observationsduringdrillingand
results of field penetration resistance tests indicated the sand and gravel were
medium dense to dense. Practical auger refusal occurred on cobbles and boulders
in TH-1 and TH-2 at depths between 5 and 17 feet. Free ground water was measured
3 days after drilling at depths of 18 feet and 1 6.5 feet in TH-2 and TH-3, respectively.
Three samples of the soils selected for gradation tests contained 10 to 25
percent gravel, 45 to 57 percent sand and 28 to 33 percent silt and clay size material
(passing the No. 200 sieve). Soil sampling equipment limited the maximum
retrievable soil particle diameter to 1.5 and 1.9 inches, depending on the type of
samplerused. Gradationtestsarerepresentativeofthesmallerfractionofthein-situ
soils. Observations during drilling indicated a significant percentage of the soils
consists gravel and cobbles. Gradation test results are shown on Figures 4 and 5
and laboratory test results are summarized on Table L
TOWN OF VAIL
PROPOSED SOCCER FIELO
RED SANDSTONE ELEMENTARY SCHOOL
CTUT JOB NO. GS.3357
o
Slope Stabilitv
In order to evaluate relative slope stability it is necessary to approximate
slope geometry, the general profile of the subsoils, potential ground water
conditions and the strength parameters of the soils. Slope geometry before and after
the proposed construction was modeled from site plans provided by the Town of Vail
DepartmentofPublicWorks/Transportation. Local variationsfromthemappedslope
geometry will occur. The subsoil profile was based on our exploratory borings at the
site. We assume the fill will be built with the on-site or similar soils. The bedrock
surface was modeled based on geologic mapping and our experience in the area.
Ground water conditions were modeled from levels measured in our exploratory
borings, site observations and our experience. Seasonal high ground water levels
will be the critical condition for slope stability. Shear strength of soil is defined by
friction angle (Q) and cohesion (c) for the Mohr/Coulomb shear strength model. For
our analysis, we estimated shear strength parameters based on correlations with
laboratory test results, field penetration resistance tests and our experience.
We analyzed the three cross-sections (A-A' through C-C') shown on Figure '1.
A portion of our analysis results are shown in Appendix A. The term "factor of
safety" describes the ratio of the strength to resist sliding compared to forces
tending to cause sliding. A factor of safety of 2-0 means the strength to resist sliding
exceeds the driving force to cause sliding by 2.0 times. For long-term stability, a
factor of safety of at least 1.5 is considered desirable. The calculated minimum
factors of safety for slope geometry before and after proposed construction are
summarized on Table A below.
Table A
In our opinion, the risk of slope stability failure is low for the existing slopes
and the currently proposed construction at cross-sections A-A' and B-B'. Our
analysis indicates the steep slope above the site at cross-section C-C'is less stable
than desired. However, it appears the planned construction will not further decrease
the existing hillside stability. We should observe actual subsurface conditions
exposed during earthwork operations. lf conditions are different than anticipated
from our exploratory borings, we will re-evaluate slope stability issues. lf the
strength ofthe excavated soils appears less than the strength used in our analysis
or ground water seepage from excavation faces is observed, some mitigation may
be recommended. Installation of horizontal drains or construction of an interceptor
TOWN OF VAIL
PROPOSED SOCCER FIELD
RED SANOSTONE ELEMENTARY SCHOOL
CTUT JOB NO. GS-3357
trench are common methods used to lower ground water levels and increase the
slope stability factor of safety. We suggest a contingency fund be considered to
cover the possible cost for installation of horizontal drains in excavated slopes
and/or an interceptor trench along the top of the excavated slope.
Site Gradinq
Guideline site grading specifications are attached as Appendix B. Planned
excavations can likely be accomplished using conventional, heavy-duty excavation
equipment. Large boulders should be anticipated. Some ground water seepage from
cut slopes may occur.
Areas which will receive fill should be stripped of vegetation, organic
"topsoil" and debris. Flat benches should be excavated into the natural soils where
fill will be placed on natural slopes that exceed 5 to 1 (horizontal to vertical). We
anticipate benching will necessary for most of the fill embankment at the south side
of the proposed pad. A benched fill detail is shown on Figure 6. The surface of the
benches and stripped soils should be scarified to a depth of at least 6 inches,
moisture treated and compacted to allow the development of a good bond between
the fill and the natural soils.
The on-site soils free of vegetation, organics and rocks largerthan 5 inches
in diameter can be used as fill. lf import fill is required it should be similar to the on-
site soils. A sample of the import fill should be submitted to our office for approval
prior to hauling operations.
Fill should be placed in lifts of 10 inches thick or less and moisture treated to
within 2 percent of optimum moisture content. Fill placed at depths of 8 feet or more
below finished grade should be compacted to at least 98 percent of standard Proctor
(ASTM D 698) dry density. Fill less than 8 feet below finished grade should be
compacted to at least 95 percent of ASTM D 698 dry density. We recommend that fill
embankments initially be extended laterally past planned grading limits at the south.
Fill embankment slopes should be cut back to planned grades after fill placement
and compaction is completed. This will result in better compaction of the near
surface fill soils and less potential for small slump failures and surface raveling.
We believe the currently planned cuts and fills can be constructed as planned
provided final cut and fill slopes are no steeper than 2 to 1 (horizontal to vertical).
Possible installation of horizontal drains and construction of an interceptor trench
was discussed in the Slope Stabilitv section. All slopes should be re-vegetated as
soon as possible. We understand laying back of the steepest parts of the existing
slopes above Sun Vail Condominiums is being considered. This would allow
increased vegetation growth and reduced potential for local slumping and surface
raveling.
TOWN OF VAIL
PROPOSED SOCCER FIELO
RED SANDSTONE ELEMENTARY SCHOOL
CTUT JOB NO. GS.3357
o
Limitations
Our exploratory borings were located to obtain a reasonably accurate picture
of the subsurface and provide data for our slope stability analysis. Variations in the
subsurface conditions not indicated by our borings will occur. We should observe
actual subsoil conditions exposed during earthwork operations.
This investigation was conducted in a mannerconsistentwith the level of care
and skill ordinarily exercised by geotechnical engineers currently practicing under
similar conditions in the locality of this project. No other warranty, express or
implied, is made.
We appreciate the opportunity to work with you on this project. lf we can be
of further service or if you have questions regarding this report, please call.
Very Truly Yours
GTL/THOMPSON. INC,
\ t/{l". e4.)
Kellogg t//
effiical Engineer
(5 copies sent)
TOWN OF VAIL
PROPOSED SOCCER FIELD
RED SANOSTONE ELEMENTARY SCHOOL
CTUT JOB NO, GS-3357
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APPENDIX A
SLOPE STABILITY ANALYSIS
TOWN OF VAIL
PROPOSED SOCCER FIELD
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CTUT JOB NO. GS-3357
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APPENDIX B
GUIDELINE SITE GRADING SPECIFICATION
PROPOSED SOCCER FIELD
RED SANDSTONE ELEMENTARY SCHOOL
VAIL. COLORADO
TOWfl OF VA|L
PROPOSED SOCCER FIELD
RED SAI{OSTOHE ELEIIENTARY SCHOOL
cTLn JOB NO. O8.tit57
1.
GUIDELINE SITE GRADING SPECIFICATIONS
DESCRIPTION
This item shall consist of the excavation, transportation, placement
and compaction of materials from locations indicated on the plans, orstaked
by the Engineer, as necessary to achieve planned elevations at the site.
These specifications shall also apply to compaction of excess cut materials
that may be placed outside of the development boundaries-
GENERAL
The Soils Engineer shall be the Owner's representative. The Soils
Engineershallapprove fill materials, method of placement, moisture contents
and percent compaction, and shall give written approval of the completed fill.
CLEARING JOB SITE
The Gontractot' shall remove all vegetation, topsoil and other
deleterious material before excavation or fill placement is begun. The
Contractor shall dispose of the cleared material to provide the Owner with a
clean, neat appearing job site. Cleared material shall not be placed in areas
to receive fill or where the material will support structures of any kind.
PLACEMENT OF FILL ON NATURAL SLOPES
Where natural slopes are steeper than 20 percent in grade and the
placement of fill is required, cut benches shall be provided at the rate of one
bench for each 5 feet in height (minimum of two benches). Benches shall be
at least 10 feet in width. Larger bench widths may be required by the
Engineer. Figure 6 shows a benched fill detail. Fill shall be placed on
completed benches as outlined within these specifications.
SCARIFYING AREA TO BE FILLED
Ground surface upon which fill is to be placed should be plowed or
scarified to a depth of at least 6 inches to allow the development of a good
bond between the fill and the natural soils. The ground surface should be
free of ruts, hummocks, rocks larger than 6 inches in diameter or other
uneven features, which would prevent uniform compaction by the equipment
to be used.
2.
3.
4.
5.
TOWN OF VAIL
PROPOSED SOCCER FIELD
RED SANDSTONE ELEMENTARY SCHOOL
CTUT JOB NO. GS.3357 B-1
6.COMPACTING AREA TO BE FILLED
After the subgrade surface for the fill has been scarified, it shall be
brought to the proper moisture content (2 percent below to 2 percent above
optimum moisture content) and compacted to at least 95 percent of maximum
density as determined in accordance with ASTM D 698.
FlLL MATERIALS
Fill soils shall be free from vegetation, organics, debris or other
deleterious substances, and shall not contain rocks having a diameter greater
than 6 inches. Fill materials shall be obtained from cut areas shown on the
plans or staked in the field by the Engineer or imported to the site. On-site
materials classifying as GL, SC, SM, SW, SP, GP, GC and GM are acceptable
as defined by ASTM D 2487-83.lmported fill soils should be approved by the
soils engineer prior to hauling to the site.
MOISTURE CONTENT
Fill material shall be moisture treated to within limits of optimum
moisture contentspecified in MOISTURE CONTENT AND DENSITY CRITERIA.
Sufficient laboratory compaction tests shall be made to determine the
optimum moisture content for the various structural fill soils and other type
fill soils.
The Contractor will be required to add moisture to the fill soil prior to
compaction of fill lifts. The Contractor may be required to rake or disc the fill
soils to provide uniform moisture content through the soils.
Should too much water be added to any part of the fill, such that the
material is too wet to permit the desired compaction from being obtained,
rolling and all work on that section of the fill shall be delayed until the
material has been allowed to dry to the required moisture content. The
Contractorwill be permitted to rework wet material in an approved manner to
hasten its drying.
COMPACTION OF FILL AREAS
Selected fill material shall be placed and mixed in evenly spread layers.
After each fill layer has been placed, it shall be uniformly compacted to not
less than the specified percentage of maximum density given in MOISTURE
CONTENT AND DENSITY CRITERIA. Fill materials shall be placed such that
the thickness of loose materials does not exceed 10 inches and the
compacted lift thickness does not exceed 8 inches.
7.
8.
9.
TOWN OF VAIL
PROPOSED SOCCER FIELD
RED SANDSTONE ELEMENTARY SCHOOL
CTUT JOB NO. G5.3357 B-2
10.
Compaction as specified above, shall be obtained by the use of
sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other equipment
approved by the Soils Engineer for soils classifying as GL or SC. Granular fill
shall be compacted using vibratory equipment or other equipment approved
by the Soils Engineer. Compaction shall be accomplished while the fill
material is at the specified moisture content. Compaction of each layer shall
be continuous over the entire area. Compaction equipment shall make
sufficient trips to ensure that the required density is obtained.
MOISTURE CONTENT AND DENSITY CRITERIA
Fill soils shall be moisture conditioned to between 2 percent below and
2 percent above optimum moisture content. Fill placed deeper than 8 feet
should be substantially compacted to at least 98 percent of maximum ASTM
D 698 (AASHTO T 99) dry density. Fill placed less than 8 feet should be
compacted at least 95 percent of maximum ASTM D 598 dry density.
Additional criteria for acceptance are presented in DENSITY TESTS.
COMPACTION OF SLOPES
Fill slopes shall be compacted by means of sheepsfoot rollers or other
suitable equipment. Compaction operations shall be continued until slopes
are stable, but not too dense for planting, and there is no appreciable amount
of loose soils on the slopes. Compaction of slopes may be done
progressively in increments of three to five feet (3'to 5') in height or after the
fill is brought to its total height. Permanent fill slopes shall not exceed 3:1
(horizontal to vertical). We recommend that sloped surface of fill
embankments be extended laterally past planned grading limits as fill lifts are
placed and compacted. Fill embankment slopes should be cut back to
planned grades after fill placement and compaction is completed.
DENSITY TESTS
Field density tests shall be made by the Soils Engineer at locations and
depths of his choosing. Where sheepsfoot rollers are used, the soil may be
disturbed to a depth of several inches. Density tests shall be taken in
compacted material below the disturbed surface. When density tests indicate
that the density or moisture content of any layer of fill or portion thereof is
below that required, the particular layer or portion shall be reworked until the
required density or moisture content has been achieved.
11.
12.
TOWN OF VAIL
PROPOSED SOCCER FIELD
RED SANOSTONE ELEMENTARY SCHOOL
CTL/T JOB NO. GS-3357 B-3
13.TNSPEgTTON ANp TESTTNG OF FtLL
Inspection by the Soils Engineer shall be full time during the
placement of fill and compaction operations so that they can declare the fill
was placed in general conformance with specifications. All inspections
necessaryto testthe placementof filland observe compaction operations will
be at the expense of the owner
SEASONAL LIMITS
No fill material shall be placed, spread or rolled while it is'frozen,
thawing, or during unfavorable weather conditions. When work is interrupted
by heavy precipitation, fill operations shall not be resumed until the Soils
Engineer indicates thatthe moisture contentand density of previously placed
materials are as specified.
NOTICE REGARDING START OF GRADING
.
The Contractor shall submit notification to the Soils Engineer and
Owner advising them of the start of grading operations at least three (3) days
in advance of the starting date. Notification shall also be submitted at least
3 days in advance of any resumption dates when grading operations have
been stopped for any reason other than adverse weather conditions.
REPORTING OF FIELD DENSITY TESTS
Density tests made by the Soils Engineer, as specified under DENSITY
TESTS above, shall be submitted progressively to the Owner. Dry density,
moisture content, and percentage compaction shall be reported for each test
taken.
DECLARATION REGARDING COMPLETED FILL
The Soils Engineer shall provide a written declaration stating that the
site was filled with acceptable materials, and was placed in general
accordance with the specifications.
14.
15.
16.
17.
TOWN OF VAIL
PROPOSED SOCCER FIELD
RED SANOSTONE ELEMENTARY SCHOOL
cTt_/T JOB NO. GS-3357 B4
o
Red Sandstone Elementary School
Athletic Field
Envir onm,ental tmpact rl,s s es sment
June 6th,2001
Prepared By
DESIGNWORKSHOP
Vail, Colorado
For
Town of Vail Public lTorks Department
Note: All project quantitative data Wovided to Design Workshop by the
Tm'n of Yail Public Worlc Department
.
Project Description
The Town of Vail, in conjtmction with the Eagle County School District and the
Vail Recreation District, is proposing the construction of an athletic field on Town
of Vail property adjacent to the Red Sandstone Elementary School. This project
will be funded jointly by the Town of Vail and the Eagle County School District.
The Town of Vail plans to complete this project by the end of September 2001 .
The site is cunently undeveloped and consists of a mostly sage meadow with
various other shrubs, grasses, and perennials intermixed.
The athletic field, in its completed state, will consist of approximately .9 acres of
turf area. This area will be irrigated by an automatic irrigation system. The total
disturbed area is 1.6 acres. The disturbance will consist ofbalanced cut and fill
grading, and when complete, all areas will be revegetated. The Town of Vail will
hire a company specializing in site revegetation projects to manage the site
revegetation.
The revegetation process will include a plant inventory of on-site plant materials
prior to construction. After grading and installation of irrigation system, the
revegetation contractor will provide and install all plants for the revegetation. The
plan intends to not only use a large variety ofplant species, but the sizes ofplants
will vary as well so the site will not be entirely uniform in appearance when first
planted. Plant sizes will vary from seed up to 6' serviceberry plants as well as a
number of aspens. A preliminary list of plant species is attached. The revegetation
contractor will provide the Town with an erosion control specification as well as an
inigation specification as this type of revegetation will have special irrigation
requirements. The intent is that in 4 to 5 years the disturbed slopes will match
existing vegetation as closely as possible.
The largest part of the athletic field will accommodate a soccer field for the 7 to 8
year old age group and is situated on the westem end ofthe site due to steeper
slopes on the eastern end. Currently the students play on a 200' long asphalt area
just outside the school, as well as on a small playground and on a gravel area
situated more than 400 ft from the school.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6,2001
Pase 2 of 6
t
III. ZoningCompliance
The site of the proposed field is Tract C, Potato Patch Filing, and is divided into
four zoning parcels, two of which are Outdoor Recreation and two of which are
Natural Area Preservation District. The proposed field would be constructed
entirely on a parcel zoned Outdoor Recreation, a parcel ofland 5.24 acres in size.
There is no proposal to change the current zoning.
III. DevelopmentStatistics
1 . Total site area: 5.24 acres
2. Total undisturbed site area: 3.64 acres
3. Total site disturbed area: 1.6 acres
4. Total soccer/ turfarea: .9 acres
5. Total native grasses revegetation area: .7 acres
IV. Park Design Guideline Compliance
l. Site preservotioni A11 non-turf disturbed areas will be revegetated to match the
existing natural grasses and vegetation.
2. Impervious coverage: There will be no impervious coverage on the site.
3. Activity areas/separation and integration: There are two separate areas ofthe
athletic field. The smaller one closest to the school is designed for the 15
minute recess period to allow children to access it quickly. It is smaller due to
site grading limitations. The larger area is designed for organized activities and
is sized for the U7AJ8 soccer field. While farther from the school, it will be
used for the longer Physical Education classes.
4. Ziews: Views into the site from roads will not be significantly altered due to
revegetation and the location of the larger field. From Sun Vail Condos,
locatedjust south ofthe project, the proposed field will be higher than the roof
of the building so the changes to views there will be minimal due to the
revegetation and the addition oftaller landscape species along the south edge of
the field.
5. Energt conservation: Not applicable.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6, 2001
Paee 3 of6
6. Landscape accent. Landscape accent is provided through revegetation, taller
landscape trees along the project's south edge, and the extension ofan existing
aspen grove through the site.
7. Accessibility: Allareas will meet ADA grade requirements.
8. Appropriateness/compatibilityi An elementary school should have a turf area
large enough for organized activities. An open field in a neighborhood setting
is also appropriate.
9. Flexibility: The finished project will be highly flexible in use, especially given
that no buildings or structures are proposed.
10. Continuity: As described above, the site revegetation will match the existing
landscape, and no other building materials are to be used except for fencing.
The project will utilize a standard 8' brown chain link recreation fence.
17. Maintenance. Project long-term maintenance will include only mowing,
monitoring of the natural revegetation, and occasional maintenance to the
irrigation system.
IV.Impact Assessment
1. Existing site conditions: The site is composed of native plant materials,
typically undisturbed with the exception of multiple utility line cuts and an old
irrigation ditch. The upperportion ofsite is very steep and covered with aspens
and serviceberry. Portions of this area have been delineated as wetlands and
will not be disturbed. There is an area at southeast corner of site that sustains a
grove of willows, however, these are the only wetland species and this area has
been determined to NOT be a wetland area" however, this area also will remain
undisturbed.
100 yr floodplain: Tt'rcre are no floodplain hazards within the project site.
Wetland impacts: As indicated in item 1, there have been wetlands delineated
on the site however, there will be no wetland impacts. However, if it is
determined that there are potentially affected riparian areas on the site, the
Town of Vail will follow requirements set forth by the U.S. Army Corps of
Engineers.
Avalanche/roclcfall/debris flow: Refer to attached geotech report.
Red Sandstone Elementary School Athletic Field Environmental lmpact Assessment - June 6, 2001
Paee 4 of6
4.
).Erosion. All grading and earthwork during construction shall be performed
according to relevantjurisdiction requirements, and all necessary construction
erosion control measures shall be taken. All disturbed soils on the site shall be
revegetated and stabilized to prevent any long-term erosion. No slopes in
excess of 2:1 shall be constructed on the site. Additional measures as specified
by the project revegetation specialists may be taken.
Air pollution' There will be no air pollution generated by the project.
Noise pollution: Any temporary construction noise shall be performed
according to Town of Vail requirements and limitations. It is not anticipated
that any of the proposed permanent uses will create noise pollution impacting
the surrounding neighborhood. The only noise will be from children during
school hours several times a day. There may be soccer practices dwing
evenings but no organized games.
8. Lights: There will be no lighting on the project.
9. Parking: No additional parking will be required because this is a school facility
and no additional staffpositions will be required. The school currently has 25
designated spaces plus 2 ADA compliant spaces. Additionally, during larger
school events, the access road up to the school is used for parking and will
accmmodate approximately 44 additional vehicles. Because the school will use
the field during the school day and the Recreation District will use the field
outside ofschool hours, events requiring parking for both school and field use
will not conflict.
10. Visual: No retaining walls will be required in this design. Revegetated slopes
will be the most notable impact immediately following construction. A brown
chain link fence installed on south side of the field will be seen from Sun Vail
condos, but aspen groups and the dark color will mitigate its visual impact.
11. Trafic impacts: The new field is an addition to existing school facilities. It will
not require additional school staffand therefore will not increase parking
requirements. In addition, it will not increase traffic during school hours. The
Vail Recreation District will use the field after school hours as a practice
facility. That use may increase traffic slightly on the site of the school but not
necessarily on the Frontage Roads. Currently, parents may pick up children
after school to take them to soccer practice elsewhere. Having the field at the
school site will simply defer the pick-up traffic to a later time, therefore
decreasing traffic during school pick-up times.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6, 2001
Pase 5 of 6
7.
12. Site sccess: The field will be accessed by existing roads, parking lots, and
sidewalks. An existing dirt path will be relocated to provide access from the
pedesnian overpass area.
13. Drainage impacts: Seasonal flows from the uphill wetland areas will be caught
on the north side of the field and drained to the east into existing swales. This
creates an opportunity for actually increasing the total arrount ofwetland on the
site by planting wetland species in the new swale. There is no anticipated
increase in net runoffdue to the absence of impervious surfaces.
14. Infrastructure impacts: The only new utility required for this project is a water
line tap for the irrigation system. A water line cunently runs though the site
providing easy access for this tap. The planting design seeks to mitigate the
long-term water requirements of the project through the use of native plant
species for all revegetation areas. Inigated tuf will be limited to the sports
field.
Red Sandstone Elementary School Athlctic Field Environmental lmpact Assessment - June 6,2001
Page 6 of6
Apr-23-Ol 1l:44A Rockt1}, Native plants I
April23,2001
Greg Barrie
llowu of Vail
1309 Elkhem Dr.
\tail, CO 8165?
Rel F.xhibit A, Recomrncnded Nafive Specics for thc Vail Soccer f ieiclExpan-sion Project
[]ctu'Creg: :
As per yow request today, we lrave compilerl a list of nativc plarrt rnaterials that irr$
iecoinrnendcd for uss rvithin the Town of Vail Soccer Field Expunsion Projcct.
$p"Lc$!Ils,]lL+r'"'p
Acer gluhrum '
. A.gasrache urncftiiu
.
,,1n elanchier alnifttlin.
.Antenll'aria pnmfblia
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Aquilcgia furtnosu
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,|t'ten ir it t ritle ntu.ta
,islet glaucctths
llu!s anu,rhizn wgitruta
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. frttultt tx:cidenlalLt
.
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Brtnus mvginatas
Campen*lt lo tan$ifolia :
(le.axolhis vslutinfls
(i'uiegtx rivvluris
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Sg$msr*Nsne
Rocky Motralain maple
ilorsenrint
|rrountrin $crv'iccbrry
rosy pussytocs
. Colorado bhrc columbine
wcstcra columbine
. bcurhenyrkinnikinnick
mountain big mgr,;
bluc oster
arrowtcuf b$lecmroot
o{)g orlcn
wcslern dr'cr birch
. noddurg bmnic
mountain brome
barcbcll
. snowbrrsh ccanothus
riyer harvthorn
lircweed
. Jamcs's buckwheul
. sulfru-flowered buckwheat
3780 Sitt Mcsa Rord . Riltc, CO t1650
Pfrortr; (97(l) 6?5-ClttOW (4'?$9, . ttax (97$) 62$-FARM{32?6)
E"muil native 6\nspcwinfo, corn r Wr;tr Fagc w ww,tmnntiveplnnts,crlrn
Apr-23;o 45A Rockua. Native p.lants o P.ozl
{puge ?}
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Festuc'a thu tefii
Fragtritt vesca
Airan tm vls<vtrslir*urz
Gain mur:rophyllurn
llelutiun hoopesii
Heremrhita :'allosu
tpomnpsis trggregata
Ktcleria cristula
Lupinl argentcus
ltl$hunic rejt?ns
ltlttnarda fisttdosu
Pnscopyron tmithit .
Pt+rslt.non tdonii
F e n t Le.nton s etlr ith(l oras
Pensicnton sn'ict :i.
P 0t s t emo fl \,hipp lerTrrr $
Pevtaplryltct idas llori huadu ( Potenti lln ltuticorc)
Phtutritu iericw
Phlrtun r pitnm
I'hvs o ca tW s nt{t tt()&Jvnt s
Prcea engelndnrril
f inus wrl,snm
I'iwat -flexilLs
l'on Jimdleriana
t'opu.l*r tronitkt ide s
Pore.xtilla grn;ilis
l\anus v.irginiuna
Itarthia tridentdlq'
Quercu gdwbclii
Rhus trilohau
Rihe.s oureum
Rihds <'ereum
Rasn :wtotlsii
Qssmo-rl{e!rc
Rr:cky Mouurajn fescue
Thurber's feicuc
' Rocky Mormlain stra#berry
sticky geraniun
largr:-leaf avcns .. .
or&nge sneezeweed
hairy goideri astcr
. ecarlct gili!
prairie juncgrass
' silver lupinc
mahorriardescrt holly
hccba!u
\^,c$tem whsaagftss
Iirecrat*er pctslcmon
0nd-sided pensteinon
Itocky M0unt-ain penstcmon
Whipple's pcnsle.rnon
shrubby cinquufoll
purple fringe
alpine timotly
nrountain nincbark . .
Engleinann qinrcc
bris et'bne pinc
limbc.r pine
mufioflgra5$
quaking aspen
slcnder cinquefoil
chokecherry
&ntcloFE bincrbrush
(ianr'bcl's oak
ftrcqlcaf suinsc
goldcn cunarit
tIDr/SqUgW Currar}i
' Wood's rose
Apr-Z3-Ot ll:zlSA RockyJn native p.lants P-05
SUNL:.-T-o.:u-stY.s!--$$sg iicld.-tr-oleglrBecsluuetded_flartr (page 3)
S.s-le$iCIs..N.rrqts
Rubus part'ifktra
Sewt:io trlangal oris
Siep h enlltt t a n ade a{i t
Solidago caaadmsis
Sorhus scttpulina
S-vmp h oricarpes orcophihu
|'hali*rum lendleri
['it'io tncricena
Wl :c th i a tt np le.x irg t I i.t
@g!-Narse
thimblcbcrry
gmundscl
rursct bulTaloberry
Canada golderrrod
morurtain tsh
nuuntain saowberry
Fcndlet's xrcadowrue
.{metican vetch
woolly mulcscars
Please note thai &is is only a list of r€commended species for the proJort. Final plant size.
planting nrnrbqr. and placemenl hao yet to be finalized for this material. Ilecause our pricing is
volume based, rve will formalize our quotation as soon a.s vrc determine what thc tinai planiins
numbels will be for the projsct
at 9?0.625.4769 if rhere are any
June 4, 2001
Town of Vail
Department of Public Works/Transportation
1309 Elkhorn Drive
Vail. CO 81557
Attention:
Subject:
Mr. Gregg Barrie
Project Landscape Arch itect
Geologic Evaluation
Proposed Red Sandstone Elementary
Athletic Field
Vail, Colorado
Job No. GS-3356
This letter presents the results of our geologic evaluation for the proposed
Red Sandstone Elementary Athletic Field in Vail, Golorado. We were told that an
athletic field and turf area are to be built on property adjacent to the west of the Red
Sandstone Elementary School. Plans are to build a cut and fill balance pad
approximately 500 feet long by up to approximately 120 feet wide in plan dimension.
The long dimension of the athletic field will be in an east-west direction
perpendicular to the fall line of the natural slopes at the site. Maximum excavation
depths will be approximately 10 feet deep. Our evaluation was to define geologic
conditions, identify any geologic hazards and discuss mitigation concePts for any
potential geologic hazards identified.
Our report is based on.a review of available geologic maps and published
literature, an evaluation of aerial photographs, site observations and ourexperience.
We are currently performing a barrow investigation and slope stability analysis to
develop design level geotechnical recommendations and construction criteria forthe
plannedathleticfield. Thefollowingparagraphsprovideadescriptionofgeneral site
conditions, the geologic setting at the site, our evaluation of geologic hazards and
mitigation concepts.
Site Conditions
The site is located north of l-70 in Vail, Golorado. Gore Creek is beyond l-70
to the south. The existing Sun Vail Condominiums are adjacentto and belowthe site
to the southwest. The Red Sandstone Elementary School is adjacent to the east. A
pedestrian bridge across l-70 and a park area are to the southeast of the site. To the
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTERDRTVE r GLENWOOD SPF NGS, COLORADO81601 r (97O) 945-2809
north, residences are on a benched surface approximately 50 vertical feet above the
site.
The site can be visualized as a benched area that slopes down to the south
at grades measured and visually estimated at 15 to 25 percent. Ground surfaces
above the bench slope up to the north at steep grades in excess of 60 percent.
Ground surfaces below the west approximately 1/2 of the bench drop down the
slopes excavated for the Sun Vail Condominiums at grades measured at up to
approximatelyT0 percent. Ground surfaces belowtheeastapproximately 1/2 of the
bench drop down to the park area at grades measured and visually estimated at 25
to 35 percent. An abdndoned irrigation ditch approximately 4 feet wide and 2 feet
deep trends down to the southeast below the southeast side of the bench.
Vegetation consists of grasses, weeds and sage brush. Aspen trees, willows and
other hydrophilic brush are on the steep slopes above the site to the north.
Photographs of the site are shown in Appendix A.
Geoloqic Settinq
The site is located in an area of.folded and faulted Paleozoic aged
sedimentary strata between the Gore Range to the northeast and the Sawatch Range
to the southwest. Regional geologic mapping indicates the site is underlain by
bedrock consisting of the Pennsylvanian aged Minturn Formation. Bedrock
orientation strikes generally east-west, parallel to Gore Creek and dips down to the
north. Surface deposits a the site consist of Quaternary aged glacial drift. Field
observations at, and in the vicinity of the site confirm the geologic mapping. The site
is a glacial drift terrace. The steep slopes above the site to the north appear to be
the sides of a second glacial drift terrace above. The glacial drift consists of silty to
clayey gravels with cobbles and boulders up to approximately 6 feet in diameter.
Glacial drift is a heterogeneous unit with pockets of more permeable and more
granular materials intermixed and interlayered with less permeable, more clayey
materials. Numerous springs and seeps are at the base of and on the slopes to the
northwest of the site.
Geoloqic Hazards
We did not identify any potential geologic hazards that would prevent
development of the property for the planned athletic field. Three concerns related
to geologic conditions were identified that need to be considered. First, the steep
slopes along the north edge and to the north of the site are potentially unstable;
second, an area of saturation as evidenced by springs and surface water was
observed on the slopes at the northwest part of the site; and third, the slopes below
the site that were excavated to construct the Sun Vail Condominiums are very steep
and placing fill at the top of these slopes will increase the driving force and tend to
reduce existing hillside stability,
TOWN OF VAIL
RED SANDSTONE ELEMENTARY ATHLETIC FIELD
CTUT JOB NO, GS-3356
o
Glacial drift deposits appear similar to slope failure deposits and are difficult
to differentiate. The glacial drift slopes above the site to the north may have moved
in the geologic past (on the order of 10,000 years ago). Field observations do not
indicate that recent slope movements have occurred. ln our opinion, the site is
comparatively stable and the potential for slope stability hazards is low. In our
opinion, excavations at the site that do not intersect a 2:1 (horizontal to vertical) line
extending down and away from the toe of the steep slopes (see Figure 1) can be
accomplished without retainage. We understand excavations are to be into the steep
slopes and will intersect the 2:1 (horizontal to vertical) line discussed above. lt
appears the excavation may need to be retained. We are currently performing a
detailed slope stabilitir analysis to judge the necessity of slope stability mitigation
and develop mitigation recommendations for retainage.
The numerous springs at the northwest part of the site indicate the slopes in
this area are likely saturated. Surface and subsurface drainage will be needed.
Removal of ground water via subsurface drains such as an interceptor drain along
the base of the cut slopes for the athletic field and horizontal drains extending back
into the slopes will reduce hydrostatic pressures and increase slope stability. We
envision a network of drains excavated into the slopes and a collector drain
excavated along the based of the cut face. The drains can consist of slotted 4-inch
diameter PVC pipe embedded in a free draining gravel such as washed 3/4-inch
diameter concrete aggregate. The drain pipes would be 4 to 5 feet below the existing
ground surface. The drain pipes that extend back into the slopes would need to
extend up the slopes a distance equal to approximately 2 times the height of the
excavation and be placed on an approximately 6 to 8 feet horizontal spacing. The
collector pipe would need to be approximately 10 to 12 inches in diameter.
ln addition, we suggest a drainage swale approximately 2 feet deep and 6 to
8 feet wide along the base of the cut face for the athletic field. The trend of the swale
should slope at a sufficient gradient to prevent surface water from ponding.
The third concern is related to the existing cut slopes below the proposed
athleticfield. Ourfieldobservationsindicatethatamaximumgradeofapproximately
60 percent for dry slopes appears to be stable for the soil conditions at and on
property adjacent to this site. Cut slopes below the site are up to approximately 70
percent and show evidence of raveling. We believe that adding weight to the top of
these slopes will reduce the stability of the cut slopes. In our opinion, fill should not
be placed closerto the top of the steep slopes thatwhere a 2:1 (horizontal to vertical)
line extending up from the toe of the excavated slopes intersect the existing ground
surface above (See Figure 2) unless the existing cut slopes are laid back to a stable
configuration, retained, or otherwise reinforced. Mitigation may involve
reinforcement of the existing cut slopes with mechanically stabilized earth (MSE)
cells or some type of retainage such as soil nails. Our geotechnical investigation
will address fill placement above the steep cut slopes to ensure a fill embankment
can be safely constructed. We believe the propefi can be developed using
geotechnical and construction practices normally employed in mountainous regions
in the locale of the property.
TOWN OF VAIL
RED SANOSTONE ELEMENTARY ATHLETIC FIELD
CTUT JOB NO. GS.3356
o
We appreciate the opportunity to work with you on this project. lf you have
questions, please call.
TOWN OF VAIL
RED SANDSTONE ELEMENTARY ATHLETIC FIELD
GTL/T JOB NO. GS-3356
Very truly yours,
CTUTHOMBIFON,IN
Wilson L. "Liv"
Engineering Geo
WW;!'
T"f:,p#/rr;,
*rYc;:Y-:""t"g?i""oryL eo$
APPENDIX A
PHOTOGRAPHS
TOWN OF VAIL
RED SANDSTONE ELEMENTARY ATHLETIC FIELO
CTUT JOB NO. G3.3355
o
q
I
TOE OF STEEP ST.OPE
I
I
I
+
--
SITE
WE RECOMMET\D
t.Io EXCAVATION
BELOW THIS LINE
TYPICAL NORTH.SOUTH CROSS SECTION THROUGH SITE
{Upper Part of Site)
Job No. GS-3356 Fig.1
I
-l
N
IIII
''.,:".li
TYPICAL NORTH.SOUTH CROSS SECTION THROUGH SITE
(Lower Part of Site)
Flg.2
h|E REcorfYlElS
hE FILL PLACEI'4ENT
IN THIS AREA
EXISTINC: GROUhD SURFACE
Job No. GS-3356
APPENDIX A
PHOTOGRAPHS
TOWN OF VAIL
RED SANDSTONE ELEMENTARY ATHLETIC FIELD
CTUT JOB NO. GS.3356
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ARIHUR A. ABPLANALE JR.
INGA HAAGENSON CAUSEY
OF COUNSEL:
JERRY W. HANNAH
LA'w OFFtcES
Dur.rr.r & AepLaNar-q P.C.
A PROFESSIONA! COiIFORAIION
WEsrSran BaHr Bu lr-orrc
roe Soutx FnoHracs RoAD WEsr
Surra soo
Varl, Coloneoo
4t657-5087
June 7, 2001
TELEPHONE:(970) zl75-0300
FACSIM ILE:(97 0) 476-4765
highcountDdaw.com
e-mail: vaillcvr@nail.nd.
CERYIFIEO L€6A! ASSI9TAN'S
KAREN M. OUN Nt CLAS
JAN tCE K, SCOFtELO, CLAS
Planning and Environm ental Commission
Town of Vail
75 South Frontage Road
Vail CO 81657
Re: Request for Conditional Use Permit for soccer field on Portion
Tract C. Vail Potato Patch
Dear Ladies and Gentlemen:
We have been asked to represent Joe and Anne Staufer and the Sun Vail
Condominium Association in corurection with the Town's application for a special use permit for
a soccer field adjacent to Red Sandstone Elementary School.
My clients for obvious reasons would prefer that the special use permit not be
granted. However, they recognize that their desires may have to yield to the perceived need for
the soccer field and therefore have asked that I communicate to you the conditions they wish to
see in any permit, if it is granted.
The conditions requested by Staufers and Sun Vail are as follows:
l. Use of the soccer field be only by elementary school students under the
supervision of school district employees.
2. T};.e permit be effective only so long as an elementary school is at the Red
Sandstone location.
3. No other use, including without limitation ice skating and parking, be
permitted.
4. No amplified or broadcast sound, whether music or spoken, be permitted.
5. No outdoor lighting be permitted.
6. No structures be permitted.
The Commission's consideration of this request will be appreciated.
Yours very truly,
jwd:ipse
cc. Mr. Staufer
Sun Vail Condominium Association
FenNs\roRTH INvTSTMENT ConPANY
May 3, 2001
Town of Vail
75 South Frontage Road
Vail, CO 81657
Attention: Allyson Ochs, Planner
Dear Ms. Ochs:
As I told you earlier today, I am the owner of 754 Potato Patch Drive, W. Thank you for
explaining the proposed soccer field to be located at 610 North Frontage Road West, said
property being generally below my property in the Town of Vail. I do not object to the proposed
soccer field as it is presently envisioned. As I understand it, it will be for children and not a full-
scale official soccer field. I endorse it nrovided that:
l. There will be no lights on the property whatsoever;
2. That it will be properly fenced with a vinyl coated cyclone fence; and
3. That it will be properly landscaped.
I trust that there will be a requirement that the landscaping is properly maintained by the school.
Further, I endorse this with the understanding that any additional future requests, such as
lighting, expansion, etc., will be brought back to the neighborhood for comments and opinions.
Sincerely yours,
A[V n. Azl-1' \ |
Thomast. Famsworth- Jr.
TCFJr:bjm
Cc: Mrs. Toni Hippeli
DTV[.LOPERS . REAI,TORS . IN\/L]STMENT BUILDERS
5335 Distriplex Farms Drive . Memphis, TN 38141 . 901-377-2000. Fax:901-372-4899 . *,wrv.farnsworthco.conr
^,
t
TO:
FROM:
DATE:
SUBJECT:
METORANDUT
Town Council
Department of Public Works
July 17,2001
Presentation of the final design, budget, and Intergovernrnental
Agreement for the Red Sandstone Elementary School Athletic Field
Project.
Applicant: Town of Vail
Project Manager: Gregg Banie
Planner: Allison Ochs
The proposed Red Sandstone Elementary School Athletic Field creates a turf area
aClacent to the school approximately .9 acres in size. lt is designed with two play areas'
The smaller area located close to the school allows quick ac!€ss to turf during the
shorter 15 minute recess periods, while the large portion of the field to-the west ellows
toioiganizeO activities such as kick ball, tball, and soccer- While further from the
schooi this larger field is for use during longer physical education classes.
The design proposes the installation of a chain link fence along the southern edge of the
field as well as an access path that is to be constructed from the lower playground' In
addition, an aggressive revegetation program will help cover exposed cut and fill slopes
qri"ify,'""0 i6uiO" vegetat-ive screlning oJ the fence from the south. The proposed
Luegiiation shoutd treip to reestablish lxisting plant materials within a 3 to 5 year
period.
The Planning and Environmental Commission appr-oved the.conditional use permit for
tne neO San-dstone Athletic field at their June 25,2001, meeting. The approval canied
the following conditions:
That a gate will be provided on the wesusouthwest comer of the field.
That stiff will consider and explore the possibility of a boulder wall to create a
berm for the fence.
That amplified sound will only be allowed as part of school aclivities.
That the school is considered the primary user; the Town is secondary: and the
vail Recreation Distric.t is third. This shall be indicated in any agreement
regarding the field.
The Design Review Board approved the design for the field at the May 14' 2001,
meeting. Their approval carried no conditions.
During preliminary site analysis, it was found that the slopes to the north of the proposed
ru6 6ht"ined several see6"
"hO
springs. After further study of the site, a geotechnical
;dt;"; deemeo n"""i.aty in 'orodr to A) determine the potential effec{s of the
giorhOn Jt"r on the ptopos"d field, and .Bi determine the effects of the existing
Iopography and geology on the proposed field.
1.
2.
3.
4.
In brief, the study determined that A) the ground water should have little effest on the
field but should be monitored during construction, and B) that all fill material must be
placed on horizontal benches cut int-o the existing topography._ These required benches
incr"ase the amount of cut and fill by more than 500/0. In addition, the benches require
relocation of existing utilities not originally slated for relocation. These items increase
the overall cost of the projecl from the original cost estimates.
The overall cost of this project is estimated to be $375,000. This figure is taken from
proposals submitted by'contractors for the work, and includes expenses already incuned
rrch as engineering ahd survey fees. This figure also includes a contingency for any
drainage struciures that may be required due to ground water.
An lnter-Governmental Agreement between the Town of Vail, Eagle County !c.h9ot
District, and the Vail Recr6ation District calls for the cost of construction for the field to
Ue sptii between the Town and the School District. However, the Town will pay for all
consiruction costs until the completion of the project, at which time the School District
will reimburse one half of that cost to the Town. After completion, the field will be
maintained by the Recreation District. A copy of the agreement is attached.
JOINT USE AGREEMENT BETWEEN THE TOW|I OF VAIL, EAGLE COUNTY
SCHOOL DISTRICT RE-sOJ AI\D VAIL PARKS AND RECREATION DISTRICT FOR
RED SANDSTONE ATHLETIC I'IELD
l. PARTIES. The padies to this Agreement are the TOWN OF VAIL, a Colorado
mruricipal corporation (Town); EAGLE COUNTY SCHOOL DISTRICT RE-50J, a Colorado
public school (School District); and VAIL PARKS AND RECREATION DISTRICT, a
Colorado quasi-municipal corporation (Recreation District).
2. RECITALS AND PURPOSE. This Agreement is for the construction and use of a
soccer field on 0.9 acre, more or less, of real property owned by the Town located at 610 North
Frontage Road West, a portion of Tract C, Vail Potato Patch. The soccer freld will be
constructed adjacent to the District's Red Sandstone Elementary School (School). The soccer
field is sized and shaped to allow for the minimum sized U7AJ8 soccer field, which is generally
intended for 7 and 8-year old players. The soccer field is approximately 30 yards by 50 yards.
The athletic field will provide additional recreational uses for the elementary school and the
community. The primary intent of the athletic field is to provide for turf area for the students at
the School. The Recreation District will use the field for overflow for its soccer needs.
Accordingly, in consideration of the mutual promises set forth in this Agreement, the parties
covenant and agree to the terms and conditions set forth in the following paragraphs.
3. TERM. This Agreement shall become effective July 1, 2001 upon its execution by the
parties' authorized representatives; thereafter, this Agreement shall remain in full force and
effect through June 30, 201 l. This Agreement will automatically renew for successive l0-year
terms unless any party shall give written notice at least one year in advance of its intention to
terminate this Agreement.
4. ARDA INVOLVED. The soccer field covers an area of 30 yards by 50 yards on a 0.9-
acre portion of Tract C, Vail Potato Patch referred to in this Agreement as the athletic field. A
graphic representation of the athletic field is attached as EXHIBIT A. Upon completion of
construction, the Town will cause a metes and bounds survey of the "as built" athletic field to be
prepared and such survey will be attached to this Agreement as EXHIBIT A-1.
5. CONSTRUCTION. The Town is responsible for obtaining all necessary Town of Vail
permits for the approval and construction of the athletic field. The Town will also oversee and
manage construction of the athletic field including contracts let to outside construction
companies for construction of the athletic field. The Town will pay all capital costs of design
and construction. The School District agrees to reimburse the Town for one-half of the costs
incurred for design and construction. Upon completion of the project, the Town will provide a
detailed invoice of all costs to the District and the District will pay invoice within 30 days of its
receipt.
6. MAINTENAI\CE RESPONSIBILITY. The Recreation District will be principally
responsible for maintaining the athletic field including turf inigation, fertilizing, mowing, weed
control, irrigation system maintenance and any other maintenance required to keep the turf in
good condition. The School's custodial staff will assist the Recreation District personnel in
ensuring that the appearance ofthe athletic field is kept up by periodically picking up trash and
loose paper.
7. SCHEDULING OF ACTMTIES. Subject to the provisions of this Agreement, the
parties agree to consult in good faith concerning any disputes or disagreements over scheduling
matters. In the event that the parties are unable to resolve such disputes or disagreements
between themselves, parties agree to submit any unresolved disputes to mediation pursuant to
paragraph 12 below. The priorities for scheduling of the athletic field are set forth on the
attached EXHIBIT B.
8. LIABILITY MATTERS. The following subparagraphs relate to activities of the parties
pursuant to the terms of this Agreement:
8.1 The School District, and its ofificers, directors, agents and employees shall not be
deemed to assume any liability for the intentional or negligent acts, errors or omissions of
the Town or the Recreation District or any of their offrcers, directors, agents and
employees. Likewise, the Town and the Recreation District, and their offrcers, directors,
agents and employees shall not be deemed to assume any liability for any intentional or
negligent acts, errors or omission ofthe School District or its officers, directors, agents or
employees.
8.2 The School District agrees to indemnifu, defend, and hold harmless, to the extent
permitted by law, the Town and the Recreation District and their respective offrcers,
directors, agents and employees ofand from any and all losses, costs, damages, injuries,
liabilities, claims, liens, demands, actions, and causes of action whatsoever arising out of
or related to the School District's intentional or negligent acts, errors, or omissions, or
that of the School District's officers, directors, agents and employees, whether
contractual or otherwise. Likewise, the Town and the Recreation District agree to
indemnity, defend, and hold harmless, to the extent permitted by law, the School District
and its officers, directors, agents and employees of and from any and all losses, costs,
damages, injuries, liabilities, claims, liens, demands, actions, and causes of action
whatsoever arising out of or related to the Town's or the Recreation District's intentional
or negligent acts, errors, or omissions, or that of their offrcers, directors, agents and
employees, whether contractual or otherwise.
9. INSURANCE. The School District, the Recreation District and the Town shall each
provide its own public liability and errors and omissions insurance policies sufficient to ensure
against liability, claims and demands or any other potential liability arising under this
Agreement. Further, the School District, the Recreation District and the Town shall each name,
subject to the approval of the other parties' insurance carriers, the other parties as addition
insureds under such insurance policies to the extent of any potential liability arising under this
Agreement and, upon reasonable written request, shall fumish evidence of the same to the other
respective party. In any cvent, each party respectively shall procure and maintain the minimum
insurance coverages listed below:
9.1 Workers' Compensation insurance to cover obligations imposed by applicable
laws for any employee engaged in the performance of work under this Agreement.
\WAllrD TA!ib.c\ATTORI{EY1R.d $||dtom Soco.r Fhld dtt 4.doc
9.2 General Liability insurance with minimum combined single limits of $500,000 for
each occurrence and $1,000,000 in the aggregate. The policy shall be applicable to all
premises and operations and shall include coverage for bodily injury, broad form
property damage, personal injury, blanket contractual, products, and completed
operations.
9.3 The School District shall provide property damage as it deems necessary.
9.4 Errors and Omissions insurance with minimum limits of $1.000.000 each claim
and $1,000,000 aggregate.
9.5 Failure of any party to this Agreement to maintain policies providing the required
coverages shall constitute a material breach of this Agreement, upon which the non-
breaching party or parties may immediately terminate this Agreement.
10. CONSULTATION. The parties acknowledge that, over the term of this Agreement,
issues may arise concerning implementation of this Agreement which the parties have not now
contemplated. Recognizing that a high degree ofcooperation between the parties is necessary
and desirable, the parties agree to consult with each other from time to time concerning
implementation of this Agreement and further agree that their respective representatives will
meet to conduct such consultation upon ten days' written requ€st given by one party to the other
parties. In addition, each party shall, from time to time, designate in writing that party's "contact
person" for all matters involving the administration of this Agreement.
11. ASSIGNMENT. This Agreement shall not be assigned or delegated except with the
prior written ponsent ofthe parties.
12. DISPUTE RESOLUTION. Il following the consultation required above and good faith
efforts on the part of both parties to resolve any disputes regarding this Agreement, a dispute still
exists, the parties agree to submit such dispute to non-binding mediation. If the parties fail to
reach a settlement of their dispute within 30 days after the earliest date upon which one of the
parties has notified the other party of its desire to attempt to resolve the dispute, then the dispute
shall be promptly submitted to non-binding mediation by a single mediator provided by the
Judicial Arbiter Group (JAG) of Denver, Colorado, any successor to JAG, or any similar
mediation provider who can fumish a former judge to conduct such mediation if JAG or JAG's
successor is no longer in existence. If, following such mediation, the parties dispute still exists,
the parties shall have the right to pursue any other remedies under Colorado law.
13. NOTICES. Any notice required or permitted by this Agreement shall be in writing and
shall be deemed to have been suffrciently given for all purposes ifsent by certified or registered
mail, postage and fees prepaid, addressed to the party to whom such notice is intended to be
given at the address set forth on the sigrrature page below, or at such other address as has been
previously fumished in writing to the other party or parties. Such notice shall be deemed to have
been given when deposited in the U.S. Mail.
14. EXHIBITS. All exhibits refened to in this Agreement are, by reference, incorporated in
this Agreement for all purposes.
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15. PARAGRAPH CAPTIONS. The captions of the paragraphs are set forth only
convenience and reference, and are not intended in any way to define, limit, or describe
scope or intent of this Agreement.
16. ADDITIONAL DOCUMENTS OR ACTION. The parties agree to execute any
additional documents and to take any additional action necessary to carry out this Agreement.
17. INTEGRATION AND AMENDMENT. This Agreement represents the entire
agreement between the parties and there are no oral or collateral agreements or understandings.
This Agreement may be amended only by an instrument in writing signed by the parties.
18. DEFAULT AND/OR TERMINATION. All terms and conditions of this Agreement
are considered material. In the event that any ofthe parties default in the performance ofany of
the covenants or agreements to be kept, done, or performed by and under the requirements of this
Agreement, a non-defaulting party shall give the defaulting party 20 days written notice of such
default and if the defaulting party fails, neglects, or refuses for a period of more than 20 days
thereafter to make good or perform the default, the non-defaulting party without further notice
may, in addition to any other remedies available to it, terminate all rights and privileges granted
in this Agreement and the Agreement shall be of no further force or effect. Notwithstanding the
foregoing, should the Recreation District default in the performance of any of the covenants or
agreements to be kept, done, or performed by and under the requirements of this Agreement
while the Recreation Management Agreement is in effect between the Recreation District and the
Town, the Town shall be given notice of the default simultaneously with the Recreation District.
Should the Recreation District fail to cure the default within the 20 days so provided, the Town
shall be given written notice of such failure by the School District and the Town shall have 10
days from the date of such notice to cure the default. If the Town fails, neglects, or refuses for a
period of more than l0 days thereafter to make good or perform the default, the School District
without notice, may, in addition to any other remedies available to it, terminate all rights and
privileges granted in this Agreement and this Agreement shall be of no further force or effect. If
a non-defaulting party elects to treat this Agreement as being in full force and effect, such non-
defaulting party shall have the right to an action for speciftc performance or damages or both.
19. WAMR OF BREACH. The waiver by any party to this Agreement of a breach of any
term or provision of this Agreement shall not operate or be consffued as a waiver of any
subsequent breach by any party.
20. BINDING EFFECT. This Agreement shall inure to the benefit of, and be binding upon,
the parties, and their respective legal representatives, successors, and assigns; provided, however,
that nothing in this paragraph shall be construed to permit the assignment of this Agreement
except as otherwise specifically authorized in this Agreement'
21.GOVERNING LAW. This Agreement shall be governed by the laws of Colorado.
22. SEVERABILITY. If any provision of this Agreement is declared by a court of
competentjurisdiction to be invalid, void or unenforceable, such provision shall be deemed to be
severable, and all other provisions of this Agreement shall remain firlly enforceable, and this
Agreement shall be interpreted in all respects as if such provision were omitted.
for
the
WAIL\DATAVnb.gI\ATTORNEY\R.d Srndtoo. So.c.r Flcb drm a.doc
23. AUTHORITY TO ENTER AGREEMENT. The parties have represented to each other
that each possesses the legal authority to enter into this Agreement. ln the event that a court of
competent jurisdiction determines that any of the parties did not possess the legal authority to
enter into this Agreemenl then this Agreement shall be considered null and void as of the date of
such determination.
24. THIRD PARTY ACTIONS. This Agreement shall not be deemed to confer or to grant
to any third party any right to claim damages or bring a legal action ofclaim against any parfy to
this Agreement because ofany breach hereofor because ofany covenant, condition or provision
contained in this Agreement.
25. DATED.2001, effective July 1,2001.
EAGLE COUNTY SCHOOL DISTRICT RE50J,
a Colorado public school district
By
President, Board of Education
P.O. Box 740
Eagle, Colorado 81631
970-328-6321
970-328-1024 (fax)
ATTEST:
Secretary
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TOWII OF VAIL, a Colorado municipal corporation
By
Town Manager
25 South Frontage Road West
Vail Colorado 81657
970479-2107
970479-2157 (fax)
ATTEST:
Town Clerk
VAIL PARKS AND RECREATION DISTRICT,
a Colorado quasi-governmental corporation
Executive Director
292 West Meadow Drive
Vail, Colorado 81657
970-479-2279
970479-2197 (fax)
ATTEST:
Secretary
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EXHIBIT A
ANDSTONE ATHLETI
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EXHIBITB
SCHEDULING OF ACTIVITIES
1. The Principal of the School will be responsible for the long range planning and
scheduling of School District activities for the athletic field. Firm fall schedules should be
completed by September I't of each year and firm winter schedules should be completed by
January l't of each year. The Principal will be responsible for notiffing the Town and
Recreation District of the School District's schedule no later than the above stated dates. The
Town and Recreation District will contact and meet with the Principal by September 15 for the
fall and January 15 for the spring to schedule activities and facilities. It is understood that the
schools will begin to schedule other community use of the facilities after September 15 and
January 15.
2. The Town and Recreation District will have the responsibility of drafting a schedule for
the use of athletic field from the available time remainine after the School Disfict's scheduled
use.
3. It is agreed that the School District shall have the final decision in the athletic field.
Therefore, all schedules must be submitted to the Principal of the school for approval.
4. The Principal will notifu the Town and Recreation District at least ten days in advance of
special school activities. In the event that the nature of the activity does not permit the principal
to furnish at least ten days advance notice, the Town and Recreation District will give highest
priority to school functions with every effort being made not to disrupt previously scheduled
Town and Recreation District events.
5. Should community complaints arise regarding Recreation District programs, all
complaints will be refened to the Recreation District by the Principal or designee. The
Recreation District Director will investigate complaints and contact the Principal or designee
regarding its resolution in a timely manner. The Recreation District will be responsible for
providing a supervisor to be present at all times during Recreation District sanctioned activities.
This person will direct, supervise and enforce the provisions contained in this Exhibit B.
Payment for the supervisor will be the responsibility of the Recreation District. The Recreation
District will be responsible for the recreation program's format, safety and implementation.
School District employees are welcome to provide progam ideas and recommendations.
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PLANN
Mna
ING AND ENVIRONMENTAL COMTISSION
PUBLIC MEETING RESULTS
Monday, June 25, 2001
PROJECT ORIENTATION / - Community Development Dept PUBLIC WELGOME 12:00 pm
MEMBERS PRESENT
Doug Cahill
John Scofield
Galen Aaslen
Chas Bemhardt
Brian Doyon
Site Visits :
MEMBERS ABSENT
Diane Golden
Dick Cleveland
1:00 pm
1 . Innin residence - 1956 Gore Creek Drive2. Schroeder residence - 100 E. Meadow Drive, Units 335 & 337.3. Lionshead Commercial Core4. Weiss lots - 3834 & 3838 Bridge Road5. FrazierlDahl lots - 3816, 3826 & 3828 Bridge Road
Driver: George
KEX
NOTE: lf the PEC hearing extends until 6:00 p.m., the board may break for dinner from 6:00 - 6:30
Public Hearinq - Town Gouncil Ghambers 2:00 pm
1. A request for a work session to discuss amending certain residential zone districts in the
Town of Vail to allow home day care facilities subject to the issuance of a conditional use
permit and a home occupation permit.
Applicant: Town of VailPlanner: George Ruther
WORKSESSION - NO VOTE
2. A request for a variance from Section 12-6D-6 (Setbacks), Vail Town Code, to allow for the
construction of a garage within the required front setback, located at 1956 Gore Creek Drive
/ Lot 45, VailVillage West Filing #2.
Applicant David InrinPlanner: Brent Wilson
MOTION:John Schofield SECOND: Chas Bernhardt VOTE:5-0
DENIED
3. A request for a major amendment to Special Development District #6, to allow for the
conversion of 2 residential units into 1, located at 100 E. Meadow Drive, Units 335 & 337/Lot
O, Block 5D, VailVillage 1" Filing.
Applicant: Patricia & Gerardo Schroeder, represented by Fritzlen Pierce ArchitectsPlanner: Brent Wilson
MOTION: Doug Cahill SECOND: John Schofield VOTE:5-0
RECOMMENDATION OF APPROVAL WITH ONE CONDITION:
1. The applicant shall submit a revised condominium map to reflect the approved
amendment for review and approval by town staff by no later than June 25,2002.
4. A request for a worksession to discuss a minor subdivision proposal, located at 3834 &
3838 Bridge Road/ Lots 11 & 12, Bighorn Subdivision 2n0 Addition.
Applicant: Gary Weiss, represented by Steve Riden, ArchitectPlanner: Ann Kjerulf
WORKSESSION - NO VOTE
5. A request for a worksession to discuss a minor subdivision proposal, located at 3816, 3826,
and 3E28 Bridge Road/ Lots 8, 9, & 10, Bighorn Subdivision 2no Addition.
Applicant June Frazier.and Jeff Dahl, represented by Steve Riden, ArchitectPlanner: Ann Kjerulf
. WORKSESSION - NO VOTE
6. A request for a worksession to discuss allowing ski storage as a permitted or conditional
use on the first floor of a building in Lionshead Mixed Use 1 & Lionshead Mixed Use 2Zone
Districts.
Applicant: Town of VailPlanner: Allison Ochs
WORKSESSION - NO VOTE
7. A request for a conditional use permit, to allow for the construction of an athletic field,
located at 610 N. Frontage Rd. WesU A portion of Tract C, Vail Potato Patch. A full metes &
bounds legal description is available at the Department of Community Development.
Applicant: Town of VailPlanner: Allison Ochs
MOTION: John Schofield SECOND: Brian Doyon VOTE: 5-0
APPROVED WITH FOUR CONDITIONS:
1. That a gate will be provided on the w/sw corner of the field2. That staff will consider and explore the possibility of a boulder wall to create a berm for the
fence.3. That amplified sound will only be allowed as part of school activities.4. That the school is considered the primary user; the Town is secondary and the VRD is
third and this shall be indicated in any agreement regarding the field.
8. A request for the review of a proposed text amendment to Chapter 11, Design Review, of the
Zoning Regulations to allow for procedural changes to the performance bond prooess as
prescribed in the Vail Town Code.
Applicant Town of VailPlannei: George Ruther
RECOMMENDATION OF APPROVAL TO TOWN COUNCIL PER THE STAFF MEMO.
9. Approval of June 11,2001 minutes
10. lnformation Update
The applications and information about the proposals are available for public inspec'tion during
regular office hours in the project planner's office located at the Town of Vail Community
Development Department, 75 South Frontage Road. Please call 479-2138 for information.
Sign language interpretation available upon request with 24 hour notification. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
ommrsston
VJ.::
Planning and Environmental C
ACTION FORM
Department of Community Dwelopment
75 South Frontage Road, Vail, Colorado 81657
tef : 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Red Sandstone Athletic Field PEC Number: PEC010020
Proiect Description:
conditional use permit to construct athletk fieb. any other use requires amendment
Pafticipants:
OWNER TOWN OF VAIL 03/20/2001 Phone:
o/o FINANCE DEPT
75 S FRONTAGE RD
VAIL CO 81557
License:
APPUCANT TOWN OF VAIL 03l2Ol2OOL Phone:479-2337
o/o FINANCE DEPT
75 S FRONTAGE RD
VAIL CO
Gregg Barrie 81657
License:
ProjectAddrcss: Locadon:
tegal Description: Lot Block 2 Subdivision: VAIL POTATO PATCH
Parcel l{umber: 210106302004
Comments: OJP for athleUc field
BOARD/STAFF ACTION
lrlotion By: John Schofield Action: APPROVED
Seond By: Brian Doyon
Vote: 5-0 Date of APproYalz 0612612001
Conditions:
Cond:8
(PI-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: CON0004825
A gate will be provided on the w/sw corner of the field
@nd: CON0004825
The staff will consider and explore the possibility of a boulder wall to create a
berm for the fence
Cond: CON0@{827
Amplified sound will only be allowed as part of school activities.
Cond: CON000tl828
The school is considered the primary user, the Town is secondary and the VRD ls
third. This shall be indicated in any agreement regarding the field'
,-t)
Planner: nflison OcJ prc rJlo: $o.oo
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FRC!/:
DATi:
SUEJtrL:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
April23, 2001
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A request for a conditional use permit, to allow for the construction of an
athletic field, located at 610 N. Frontage Rd. WesV A portion of Tract C,
Vail Potato Patch. A full metes & bounds legal description is available at
the Depadment of Community Development.
Applicant: Town of Vail, represented by Gregg BaniePlanner: Allison Ochs
DESCRIPTION OF THE REQUEST
Tle Town of Vail, Vail Recreation District, and Red Sandstone Elementary School are
r=quesling a Conditional Use Permit to allow for the construction of an athletic field
lc:ated adjacent to the elementary school on a portion of Tract C. The athletic field is
s zed and shaped to allow for the minimum sized U7lU8 soccer field, which is generally
i':endeo for 7 and 8 year old players. The field is approximately 30 yards by 50 yards.
F:r information, an official soccer field is a minimum of 50 yards by 100 yards.
ire parcel is zoned Outdoor Recreation. "Public parks and active public outdoor
r:creation areas and uses, excluding buildings" are a conditional use in the Outdoor
F:crealion zone district. According to the applicant, the athletic field is situated on the
v,estern end of the site due to steeper slopes on the eastern end. The applicant's letter
c'intent. along with a reduction of the site plan, has been attached for reference.
BACKGROUND
Tne athletic field is proposed to be located on a portion of Tract C, Vail Potato Patch. In
1395, as part of the Comprehensive Open Lands Plan rezonings, Tract C was divided
irro multiple parcels. Portions of Tract C were then zoned Natural Area Preservation
District. The portion of the property to include the athletic field is zoned Outdoor
F,ecrealion. Currently there are no improvements on the property.
ROLES OF THE REVIEWING BOARDS
?tannino and Environmental Commission: The Planning and Environmental
Commission is responsible for evaluating this conditional use permit application for:
1 . Relationship and impact of the use on development objectives of the Town.
2. Effect of the use on light and air, distribution of population, lransportation
il.
ilt.
facilities, utilities, schools, parks and recreation facilities, and other public
facilities and public facilities needs.
Effect upon traffic, with particular reference to congestion, automolive and
pedeslrian safety and convenience, traffic flow and control, access,
maneuverability, and removal of snow from the streels and parking areas.
Effect upon the character of the area in which the proposed use is to be located,
including the scale and bulk of the proposed use in relation to surrounding uses.
Such other factors and criteria as the Commission deems applicable to the
proposed use.
6. The environmental impact report concerning the proposed use, if an
environmental impact report is required by Chapter 12 of this Title.
7. Conformance with development standards of zone district
Desion Review Board: The Design Review Board is responsible for evaluating the
Design Review application for:
'l . Architectural compatibility with other structures, the land and surroundings2. Fitting buildings into landscape
3. Configuration of building and grading of a site which respects the topography4. Removal/Preservation of trees and native vegetation
5. Adequate provision for snow storage on-sile
6. Acceptability of building materials and colors
7. Acceptability of roof elements, eaves, overhangs, and other building forms
8. Provision of landscape and drainage
9. Provision of fencing, walls. and accessory structures
10. Circulation and access to a site including parking, and site distances
11. Location and design of satellite dishes
12. Provision of outdoor lighting
13. The design of parks
STAFF RECOMMENDATION
The Community Developmenl Departmenl recommends approval of the conditional use
permit for an athletic field, subject to the following lindings:
1. That the proposed location of lhe use is in accordance with the purposes of the
conditional use permit section of the zoning code and the purposes of the
Outdoor Recreation Zone District.
2. That the proposed location of the use and the conditions under which it will be
operated or maintained will not be detrimental to the public health, safety, or
welfare or materially injurious to properties or improvements in the vicinity.
3. That the proposed use will comply with each of the applicable provisions of the
conditional use permit section of the zoning code.
Should the Planning and Environmental ,Commission choose to approve the request,
staff recommends the following condilion:
1. That the Design Review Board review the request with respect to landscaping
and siting and for compliance with the Design Guidelines as found in Title 14.
e
4.
5.
tv.
V.REVIEW CRITERIA FOR THE CONDITIONAL USE PERMIT
The review criteria for a request of this nature are established by the Town of Vail
lvlunicipal Code. The proposal is subject to the issuance of a conditional use permil in
accordance with the provisions of Title 12, Chapter 16. For the Planning and
Environmental Commission's reference, the conditional use permit purpose statement
indicates that:
ln order to provide the ftexibility necessary to achieve the obiectives of this title,
specified uses are permitted in ceftain districts subiect to the granting of a
conditional use permit. Because of their unusual or special characteristics,
condi1onfl uses require review so that they may be located properly with respect
to the purposes of this titte and with respect to their effects on surrounding
properties. The review process prescribed in this chapter is intended to assure
compatibitity and harmonious development between conditional uses and
surrounding properties in the Town at large. Uses listed as conditional uses in
the various districts may be permitted subject to such conditions and limitations
as the Town may prescribe to insure that the location and operation of the
conditional uses will be in accordance with the development objectives of the
Town and will not be detrimental to other uses or propefties. Where conditions
cannot be devised, to achieve these objectives, applications for conditional use
permits shall be denied.
A. Consideration of Faclors:
1. Relationship and impact of the use on the development obiectives ol
the Town.
Section 12-88-1 defines the purpose of the Outdoor Recreation zone district:
The outdoor Recreation District is intended to preserve undeveloped or
open space lands from intensive development while permitting outdoor
recreational activities that provide opportunities for active and passive
recreation areas, facilities and uses.
staff believes that the proposed athletic field furthers the purpose of the
Outdoor Recreation zone district.
ln addition, staff believes that the proposal complies with the development
objectives of the Town of Vail, as these obiectives are stated in the Land Use
Plan:
1.1.1. Vail should continue to grow in a controlled environment,
maintaining a balance between residential, commercial, and
recreational uses to serve both the visitor and the permanent
resident. r
1.1.2. The quality of the environment including air, water, and other
natural resources should be protected as the Town grows.
2.
2.7 The Town of Vail should improve the existing park and
open space lands while continuing to purchase open
soace.
The Town of Vail Land Use Plan designates this property as Open Space. In
addition, it identifies the entire tract as Tract 37- Potato Patch:
An irregular shaped area above Red Sandstone Elementary School was
dedicated to the Town as open space. This area has a variety of high
and medium environmental constraints as well as some areas with no
identifiable development constraints. There are no apparent deed
restrictions for use of the propefty, however, the site is relatively difficult
to access and seems most appropriately left in open space.
The effect of the use on light and air, distribution of population,
transportation facilities, utilities, schools, parks and recreation
facilities, and other public facilities needs.
The proposed athletic field will provide additional recreational uses for the
elementary school and community. The primary intent of the athletic field is
to provide for turf area for the students of Red Sandstone Elementary. The
Vail Recreation District will use the field for overflow for their soccer needs,
but as the field is only 30 yards by 50 yards, the Vail Recreation District will
primarily be using the new soccer field at Donovan Park for their needs.
Effect upon traffic with particular relerence to congestion, automotive
and pedestrian safety and convenience, traffic flow and control, access,
maneuverability, and removal of snow from the street and parking
areas.
Staff believes that the proposed athletic field will not have a negative effect
on the above referenced criteria. Currently, there are 25 designated parking
spaces plus 2 ADA accessible spaces at Red Sandstone Elementary.
Additional parking can be accommodated on the access drive, allowing for
approximately 71 spaces total. Overflow parking can be accommodated al
the Sandstone Tot Lot, if necessary. The Planning and Environmental
Commission sets the parking requirement for recreational facilities. Staff has
identified parking requirements for other communities with regards to athletic
fields. These requiremenls vary from 20 spaces per field to 1 space per
5,000 sq. ft. of land area. The athletic field is approximately 13,500 sq. ft.
with additional turf area adjacent to the school. Because the field is primarily
for the use of the school, staff does not believe that additional parking should
be required. Other uses of the field will not occur while school is in session,
specifically evenings, weekends, and summer, leaving the school parking
available.
Effect upon the character of the area in which lhe proposed use is to be
located, including the scale and bulk of the proposed use in relation to
surrounding uses.
3.
4.
B.
staff has concerns regarding the amount of site disturbance on lhe hillside.
The current design of the athletic field allows for regrading and vejetation otthe hillside, as opposed to more visible retaining walli which "would benecessary should the field be sited elsewhere. However, staff alsorecognizes the needs of lhe school and believes that with revegetation, thecharacter of the area will not be negatively affected. The chain-li-nk fence willbe green to minimize visibility and will also be screened with additionallandscaping. There is no lighting proposed in conjunction with the athleticfield. staff believes that this use is compatible wlth adjacent uses, whichinclude residential uses and the school.
Findinqs
The Planning and Environmental commission shall make the following findings
before granting a conditional use permit:
1. That the proposed rocation of the use is in accord with thepurposes of the cond.itional use permit section of the zoning code
and the purposes of the district in which the site is located.
2. That the proposed rocation of the use and the condirions under
which it would be operated or maintained would not be detrimentalto the public. hearth, safety, or werfare or materialry injurious to
properties or improvements in the vicinity.
3. That the proposed use wourd compry with each of the appricabreprovisions of the conditional use permit section of the'zonino
code.
-lIi
I
ts
\
Department of Public Works & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-2158
Fax: 970-179-2166
www. ci.vail. co. us
April 19.2001
Red Sandstone Elementary School
Proposed Athletic Field
The Torvn of Vail, in conjunction with the Eagle Counry School District and the Vail Recrearion District.
is proposing the construction of an athletic field on Town of Vail properr,v adjacent to the Red Sandstone
Elementary School. The propenl is Tract C. Potato Patch Filing. and is divided into four zoning parcels.
two of uhich are Outdoor Recreation. and trvo of *hich are Natural Area Presen,ation District. The
proposed fleld rvould be constructed entirely on a parcel zoned Outdoor Recreation.
The largest pan of the athletic field has been sized to accommodate a soccer field for rhe 7 ro 8 r'ear old
age group. and is situated on the westem end of the site due to steeper slopes on the eastent end.
Horvever. because this area is approximately 400 feet from the school. a 65' X 100' open area is proposed
berueen the school and the larger part of the field. This rvould allon'students to plav on a turf area durine
the l5 minute "recess". while the longer Phr sical Education classes can take the time to rvalk out to the
larger pan ofthe field for organized activities. Currently the students plav on a 200' long asphalt areajust
outside the school.
The total amount ofturfarea proposed fbr this project is .9 acres. The fields have been desisned so that
no retainine walls will be required. however. there will be sizeable cut and tlll slopes that s ill require
revegetation. All disturbed slopes will be planted uith native species that currenth exist on site. A plant
inventory will be pertbrmed prior to construction b1 a regional plant biologist rvho rvill specifo the plants
to be used. In addition. he rvill specify erosion control measures and establishment procedures. The
intent is that in 3 to 5 years, the disturbed slopes will match existing vegetation as closely as possible.
No additional parking is proposed for this project. Currently the school has 25 designated spaces plus 2
ADA compliant spaces. Additionally. during larger school events. the access road up to the school is
used for parking. That will accommodate approximatelv 44 additional vehicles. While the field is
considered an expansion ofschool facilities, it rvill not require addirional teachers or staff. nor will it
generate additional parking demand. AIso. because the school will use the field during the school day.
and the Recreation District will use the field outside ofschool hours, events requiring parking for both
school and field use should not conflict.
Finally. a 6' high brown colored chain link fence is proposed along the dorvnhill side of the entire turf
area. The purpose of the fence is to limit the number of balls that might roll down towards the road. The
school district requires chain link as opposed to solid fence for supervision purposes.
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PROJECT ORIENTATION / LUNCH - Gommunity Development Department 12:00 pm
MEMBERSPRESENT MEMBERSABSENT
I o=r,o* REVTEW B.ARD ourrJ
Wednesday, May 16,2001
3:00 P.M.
PUBLIC MEETING RESULTS
PUBLICWELCOME
Andy Blumetti
&{r.o,^^.
2:00 pm
Clark Brittain
BillPierce
Hans Woldrich
Chades S. Acevedo
SITE VISITS
1 . Dauphinais Residence - 1936 W. Gore Creek Drive
2. Sun Vail Condos - 655 N. Frontage Road
3. Summers Lodge Condos - 123 Willow Place
4. All Seasons Condos - 434 Gore Creek Drive
5. colden Peak - 458 Vail Valley Drive
Driver: Allison
PUBLIG HEARING - TOWN COUNCIL CHAMBERS :00 pm
1. Edelweiss Condos - Final review of proposed roofing material. Brent
103 Willow Place, Edelweiss Condominiums/Lot 4, Block 6, Vail Mllage 1s Filing.
Applicant: Edelweiss Condo Association, represented by Nedbo Construction
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 4-0
TABLED UNTIL JUNE 6, 2OOI
Summers Lodge Condos - Final review of proposed roofing material.
123 Willow Place/Lot 5, Block 6, Vail Village 1'Filing.
Applicant: Summers Lodge Condo Assoc., represented by Rick Halterman
MOTION: BillPierce SECOND: Hans Woldrich VOTE:4-0
TABLED UNTIL JUNE 6, 2OO1
3. Sun Vail Condos - Final review of proposed repaint with color change. Bill
655 N. Frontage Rd./ Lot 9, Block 2, Vail Potato PatchApplicant Sun Vail Homeowne/s Association, represented by Kent l(ohlow
MOTION: Bill Pierce SECOND: Cherlie Acevedo VOTE: $O(Woldrich recused)
CONSENT APPROVED WITH ONE CONDITION:
1. Approved in accordance with the submitted paint chip samples, not the paini sample
applied to the building.
Bitl
4. All Seasons Condos - Final review of proposed rooling materials and repaint. Bill
434 Gore Creek Drive/Lot B, Block 3, Vail Village 5h Filing.Applicant AllSeasonsCondominiumAssociation
MOTION: BillPierce SECOND: Hans Woldrich VOTE:40
APPROVED V\NTH ONE CONDITION
1. Approved in accordance with the submitled tar and gravel roof and brown metal
fascia sample. The red trim color is approved in accordance with the submiiled paint
chip semple.
5. Mentlik residence - Final review of new singl+'family residence Ann
2437 Garmisch Drive/Lot 12, Block H, Vail das Schone Filing 2
Applicant: Wlliam L. Mentlik, represented by John G. Mertin
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 4-0
APPROVED WITH 4 CONDITIONS:
1. That the garage shown on the south elevation be faced with stone up to the deck
rails;
2. That the driveway entrance be reduced to 24 feet at the edge of Garmisch Drive;
3. That a revocable right-of-way permit be required for the landscaping, driveway,
concrete pan, and snow storage to be located in the Town right-of-way and
4. That stamped engineering drawings be required for retaining walls between 4 and 6
feet tall.
6. Lazier residencE - Final review of a new single family residence and EHU. Bill
1290 Westhaven Circle I Lot26, Glen Lyon Subdivision.
Applicant Buddy & Kera Lazier, represented by William Reslock
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 4-0
CONSENT APPROVED WITH 2 CONDITIONS:
1. No outside comer material changes are allowed.
2. Add 10 aspen trees, 6 to 8 feet in height, in the area between the house and driveway.
7. Petrus residence - Final review of new single family rcsidence with EHU. Bill
E4 Beaver Dam Road/Lot 28, Block 7, Vail Mllage 1" Filing.
Applicant: Petrus Management, represented by JMP Architects
MOTION: Bill Pierce SECOND: Ham Woldrich VOTE: 3-0 (Acevedo recused)
CONSENT APPROVED WITH 3 CONDITIONS:
1. Resolve retaining wall height issues with staff;
2. Meet all Public Worls Department requirements;
3. ln lieu of low level plantings, provide 10 spruce trees, 8 to 12 feet in height, in the front
of the site with the intent of screening the view of vehicles parking in the driveway.
,lo,ua review of proposed addition O
458 E. VailValley Drive/Tracl F, Block 3, VailMllage 5h Filing
Applicanl: Vail Resorts Development Company, represented by Patrick Flim
CONCEPTUAL - NO VOTE
9. Daupinais residence - Conceptual review of new single'family & Type I EHU. Allison
1936 West Gore Creek Drive/Lot 1, Strauss Subdivision.
Applicant: Pat Dauphinais
CONCEPTUAL- NO VOTE
10. Red Sandstone Athletic Field - Final review of proposed athletic field. Allison
610 N. Frontage Rd. WesUA portion of Tract C, Vail Potato Patch.
Applicant: Town of Vail, represented by Gregg Banie
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 4-0
APPROVED
11. Vail Valley Medical Center - Final review of proposed Phase I additions. George
181 West Meadow Drive/Lots E & F, Vail Mllage 2no Filing.
Applicant: Vail Valley Medical Center, represented by Braun Associates
MOTION: Bill Pierce SECOND: Charlie Acevedo VOTE: 3-0 (Woldrich gone)
TABLED UNTIL JUNE 6, 2OO1
Staff Approvals
Vail Glo Lodge - Replace fiberglass swimming pool with smaller fiberglass pool. Ann
701 W. Lionshead Circle / Lot 1, Block 2, Vail Lionshead Filing 3.
Applicant: Maximum Comfort Pool and Spa
Fleischer residence - Changes to approved deck design.
1765 West Gore Creek Drive, East Unit / Lot 7 Vail Village West 2no.
Applicant Chad Fleischer
Manart residence - Front entry change, new deck railings, new garage door. Ann
2945 Manns Ranch Rd / Lot 4-8, Block 1 , Vail Village 13'n Filing.
Applicant Frank C. Manart
Tyler residence - Addition of bay window. Allison
433 Gore Creek Dr. / Lot 7 Vail Trails East.
Applicant Tim & Nanry Tyler
Hormel residence - Addition of patio arca, 2 hot tubs, additional landscaping. Allison
1527 Vail Valley Dr. / Lot 10, Block 3, VailValley Id Filing.
Applicant Geo. A. Hormel & CO
La Bottega - Addition of operable windows. Allison
100 E Meadow Dr. / Vail Mllage Plaza Condominiums.
Applicant: Jamm LTD.
Vail Chamber of Commerce - Temporary directional signage for Mllage and Lionshead. Russ
241 E. Meadow Dr/ VailVillage and Lionshead.
Applicant Town of Vail
Brendess Building - lnstaffatt air conditionin! unit.
2077 N. Frontage Rd. / Lot 39, Buffer Creek Subdivision.
Applicant Dental Center of Vail, PC
Allison
\r1/hite residence - Addition of split rail fence. Allison
1833 Lionsridge Loop I Lot 4, Block 3, Lion's Ridge Subdivision.
Applipant Kennelh L. & Kathryn White
tsillingsley residence - Address monument. Allison
1170 Ptarmigan Rd. / Lot 3, Block 7, Vail Mllage Filing 7.
Applicant: Lucy C. Billingsley
Timber Falls Condos - Installation of bay window on unit #4(X. Ann
4496 E. Meadow Dr. / Timber Falls Condominiums
Applicant Carolyn Brown
Dikeou residence - Change in dormer. Allison
352 Beaver Dam Rd. / Lot 5, Block 3, VailMllage Filing 3.
Applicant: Gwathmey, Pratt, Schultz, Architects
The applications and information about the proposals are available for public inspection during
regular office hours in the project plannels office, located at the Town of Vail Community
Devefopment Department, 75 South Frontage Road. Please call 479-2138 for information.
Sign fanguage interpretation available upon request with 24 hour notitication. Please call 47.9-
2356,Telephone for ihe Hearing lmpaired, for informalion
4
PAGE I/5
P.O. Box 357
Vail" CO 81657 :
(970)476-2251 , . :',-:
F]\)( (970) 47ffi732TTrT-E DEPT.
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108 S. Frontage Road West, #203
P.O- Box 357
Vail, CO 81657
(e70) 476-225r
FA)( (9?0) 4764732TIrrE DEPT-
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G=antL:' j'"s hc!:s' Succeslors' "a:t(:'/c: ':5'sigir5'
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Agr€cod. In tic ev€dthd ry ncctaaic's lho is fld rgdn* the Tonm [,ur, Omcr rgrce
. b dfligsotly carsc slch len t0 bc r€l€ald in tbc,pblic r:cords dtbrr by payn€ot b tbe lim
6, if *r&licn b in diryutq by providinga bod c otba oumy €sf.yalcmt prrlultbthe
prwiidorcof Secion3&22.13l ed 132, C"R.S.' as aoesdd 8sd iseftc a$ednooftle l[eo-
Inth arcrt tht $.S dasc b nc ohrind q rlch dlprtr is mt nsohnd uitin UP dtF fi@
ths flEg of s li€s on tlc Towa ro",t, &i e de&rft uader paragnph l0 shell tave ocqrred.
Frrtrer, Omcr md/ctbc Associdim chrll indcmiifi eoat tdd Sc Twn iltd trc Tom I:d
hrrnlcc ftooary los+ coetorlirbility rdrring outof rinrurcd in cwcclim wiftacylim.
Eocrorfucd tlall b"
ecagf4h 2, rbor, cthc.juisddiodrcba
12- Cotrticrpfits- nis agrcpeC.may be c*colcd in aly nrnbcr of coudcrpads,
y or a[ of rviich my coqil sigler€s dless thu all6s psdics, od all of ufiiah sbll be
cosfrucd togdr as h[ a rtrUb in*mtid td $all bdtitidiag on ttr portbs as tha4!
uieftrily €il€eftd on m uigindly """*U ry,
13. Mscdla ns.
Sell be beld tD bc iflYdid b
or pctirc ttcred, d''lt
(b) llo ocndoeo4 aluaion, nodificalioa of q additi,in to thb Agrecoed
rbrtl bc rdid r btodiry ualcs gprcrscd in wrniq atd signcd by the pudcs o be bond
6c!6y Erd r€cordd htic Cleds aEd Rpcordeds ofFce Es8b Ccmty, Colonda
(c) Tte capdos d€aEh srioa arc add€d 8s r ot8lcr donwni'encc only
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A parcel of land being a porlion of Tract C, Block 2, Vail/Porato Palch, Town of Vail, Eagle Counry,colorado, as recorded in Book 233, at page 529, Eagle county records, being more pairicularly ''
described as follows:
Beginning at a poinl on the northedy line of said Tracl C, said point being also the southeasterly
mosl cornsr of Lot 2, Block 1, said Vail/Potato Palch; thence along the ntrtherly line of said Trict C
N 72"43'1 9" w, 141 .35 feer; rhence s 00'03's0' w, 208.71 feer; ihence N 99"66'1 0. w, 208.71
feet: thence N 00"03'50' E, 38.71 feet; rhence N 88"23'92'w, 162.16 feer; rhence s 00"01 '1 o' E,
274.58 feel; lhen-ce departing the northerly line of said Tracl C S 46"16'?2'E, 53.76 feer to a poinion.lhesouther|y|inaofsaidTractC;thencea|ongthesoutheffiffi81"45';4"E,
362.77 teel|' thence S 18"19'59" E, 203.94 fesl to a point on the norrherly line ol Inrersrare Highway
70;lhence along said southerly and northerly line 226.08 feet along the irc of a curvs to the iight '
having a radius ol 3990.00 leet, a central angle of 03r14'47'and a long chord which bears N71"27'48'E,226.05 feet; th,ence departing said northerly line and comlnuing along said southe1y
line of Traa C N 1 1'17'22' W, 413.0S feet; thence departing said southerly line -
N 41 "57'29' W, 134.03 feet to the Point of Beginning.
Parcel 46. Parcsl C
A parcel of land being a portionof Tract C, Block 2, Vail/Potato Patch, Town of Vail, Eagle County,
colorado, as recorded in Book 233, at Page 629, Eagle County records, being more particularly ''
described as follows:
Beginning al a poinl on the northerly line of said rracl c; thence along said northerly line
s 89-58'50" w, 335.55 teer; lhence s 62"34'50" w,z1.g2 fe€t; thence N s9"02'22; w, 0.17 feer;
thence N 89"56'1 0" W ,347 .74 feet to a point on the westerly line of said Tract C; thence along the
west€dy line of said rract c s 00"03'50" w, 141 .90 fsel; thence s 89"s6'10" E, 313.00 feer:
thsnce s 53"25'10" E, 115.00 feet; thence s 00"03'50" w,71.74 feel; thence departing rhe
westerly line of said Tracl C N 78'38'12' E, 93.42 feet to a point on the sourherly line of said Tract
C; lhence along the soulherly line of said Tracr C N 05"30'01 . W, 215.61 feet: thence
N 81 "45'44" E,314.22 feer; thence depaning rhe sor.rtherly line of said rract c N 46"16'22'w,
53.76 feel to lhs Point of Beginning.
Parcel 46 - D
A parce.l of land being a poriion of Trait C, Block 2, Vail/Potato Patch, Town of Vail, Eagle County,
Colorado, as recorded in Book 233, at Page 629, Eagle County records, being more particularly
-
described as tollows:
Beginning al the southw€st€dy most corner of said Tract C, said point being also on the northerly
line of_lnterstate Highway 70; thence along said northsrly line and the sor.rtherly line of said Traci C
N 59"38'1 l' E, 31 1.52 feet; thence N 60'08'35" E, 40.91 feet; thence departing said northerly line
and conlinuing along said south€dy line N 05"30'01" w, 21s.61 feer; thence departing said
southerly line s 78"38'12' w, 93.42 i6et to a point on the westerly line of said Traa c; thence
along said westerly line s 00"03'50' w,7't .74 feer; rhence s 59"38'20' w,2u,.19 feer; lhence
S 00"03'50' W, 190.00 f€€r ro rhe Poinr of Beginning.
TO
Grcgg Brrric
Project landscary
Archtlecr
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DcpL of Public llorks / TrarEpottdlon Ofn31,: 971479_2337
Fs:970479-2166
1309 Elkhom Drivc Mobile: 9?G39G32E6
Vail, Colorado 81657 gbarric@ci.vail.co.us
Depaftment of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
April25, 2001
Gregg Barrie
Public Works Department
RE: Red Sandstone Soccer Field
Dear Gregg:
According to Section 12-12-3 Exempt Projects, an Environmental lmpact Report can be
waived by the adminislrator for:
A project which, on the basis of a preliminary environmental assessment
covering each of the factors prescribed in Section 12-12-2 of this Chapter is
found to have an insignificant impact on the environment. The preliminary
environmental assessment and the finding on environmental impact shall be
made by the Administrator.
The Department of Community Development finds that because the proposed use will
have minimal environmental impacts, and because the site will be significantly
revegetated and returned to its natural state, the Environmental lmpact Report
requirement is waived.
Should you have any questions, please do not hesitate to conlact me aI970-479-2369.
Sincerely,
llhtuz
Allison Ochs
Planner ll
Town of Vail
€Po*uo"o
Design Review Board
ACTION FORM
Department of Community Development
75 Sorjth Frontage Road, Vail, Colorado 81657
teL 970.479.2L99 fax: 97 0.479.2452
web: wwwci.vail.co.us
ProjectName: RedSandstone DRBNumber: DRB010049
Proiect Descrlption:
Construct a soccer field
Pafticipants:
OWNER TOWN OF VAIL 03/20/2001 Phone:
o/o FINANCE DEPT
75 S FRONTAGE RD
VAIL CO 81657
License:
APPUCANT TOWN OF VAIL 031201200I Phone:479-2337
o/o FINANCE DEPT
75 S FRONTAGE RD
VAIL CO
Gregg Barrie 81657
License:
Prciect Addr€ss: Location:
Legal Descrlption: Lot: Block 2 Subdivision: VAIL POTATO PATCH
Parcel Number: 210106302004
Comments:
BOARD/STAFF ACTION
MoUon By: Bill Pierce Action: APPROVED
Second By: Charles Acevedo
VoE: 4-0 Dateof Approvalz OSlLTlZOOt
GondiUons:
Cond: 8
(P|-AN): No changes to these plans may be made without the written aonsent of Town of
Vail staff and/or the Design Review Board.
Planner: Allison Ochs DRB Fee Paid: SO.OO
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Dear Mayor Kury
There are three things that I could think otwhy we could ase a
soccor fuld in our school yardThe first reason is thot we could have more
room to run and ploy.The second rcason is that it could teach us how to
play soccor. The last rcason is that we could plant more flowers and trees
in the spr@ timelThat is why I think we could use a soecor field in oar
Yoty'rp Frien|
Delicia Chavez
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June 4. 2001
Town of Vail
Department of Public Works/Transportation
1309 Elkhorn Drive
Vail, CO 81657
Attention:
Subject:
Mr. Gregg Barrie
Project Landscape Architect
Geologic Evaluation
Proposed Red Sandstone Elementary
Athletic Field
Vail, Colorado
Job No. GS-3356
This letter presents the results of our geologic evaluation for the proposed
Red Sandstone Elementary Athletic Field in Vail, Colorado. We were told that an
athletic field and turf area are to be built on property adjacent to the west of the Red
Sandstone Elementary School. Plans are to build a cut and fill balance pad
approximately 500 feet long by up to approximately 120 feet wide in plan dimension.
The long dimension of the athletic field will be in an east-west direction
perpendicular to the fall line of the natural slopes at the site. Maximum excavation
depths will be approximately 10 feet deep. Our evaluation was to define geologic
conditions, identify any geologic hazards and discuss mitigation concepts for any
potential geologic hazards identified.
Our report is based on a review of available geologic maps and published
literature, an evaluation of aerial photographs, site observations and ourexperience.
We are currently performing a barrow investigation and slope stability analysis to
develop design level geotechnical recommendations and construction criteria for the
plannedathleticfield. Thefollowingparagraphsprovideadescriptionofgeneral site
conditions, the geologic setting at the site, our evaluation of geologic hazards and
mitigation concepts.
Site Gonditions
The site is located north of l-70 in Vail, Golorado. Gore Greek is beyond l-70
tothesouth. TheexistingSunVail Condominiumsareadjacenttoandbelowthesite
to the southwest. The Red Sandstone Elementary School is adjacent to the east. A
pedestrian bridge across l-70 and a park area are to the southeast of the site. To the
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234oENTER DRTVE I GLENWOOD SPRTNGS, COLORADO 81601 r (97O) 945-2809
north, residences are on a benched surface approximately 50 vertical feet above the
site.
The site can be visualized as a benched area that slopes down to the south
atgrades measured and visually estimated at 15 to 25 percent. Ground surfaces
above the bench slope up to the north at steep grades in excess of 60 percent.
Ground surfaces below the west approximately 112 ol the bench drop down the
slopes excavated for the Sun Vail Condominiums at grades measured at up to
approximately 70 percent. Ground surfaces below the east approximately 112 oi the
bench drop down to the park area at grades measured and visually estimated at 25
to 35 percent. An abandoned irrigation ditch approximately 4 feet wide and 2 feet
deep trends down to the southeast below the southeast side of the bench.
Vegetation consists of grasses, weeds and sage brush. Aspen trees, willows and
other hydrophilic brush are on the steep slopes above the site to the north.
Photographs of the site are shown in Appendix A.
Geologic Settinq
The site is located in an area of folded and faulted Paleozoic aged
sedimentary strata between the Gore Range to the northeast and the Sawatch Range
to the southwest. Regional geologic mapping indicates the site is underlain by
bedrock consisting of the Pennsylvanian aged Minturn Formation. Bedrock
orientation strikes generally east-west, parallel to Gore Creek and dips down to the
north. Surface deposits a the site consist of Quaternary aged glacial drift. Field
observations at, and in the vicinity of the site confirm the geologic mapping. The site
is a glacial drift terrace. The steep slopes above the site to the north appear to be
the sides of a second glacial drift terrace above. The glacial drift consists of silty to
clayey gravels with cobbles and boulders up to approximately 6 feet in diameter.
Glacial drift is a heterogeneous unit with pockets of more permeable and more
granular materials intermixed and interlayered with less permeable, more clayey
materials. Numerous springs and seeps are at the base of and on the slopes to the
northwest of the site.
Geoloqic Hazards
We did not identify any potential geologic hazards that would prevent
development of the property for the planned athletic field. Three concerns related
to geologic conditions were identified that need to be considered. First, the steep
slopes along the north edge and to the north of the site are potentially unstable;
second, an area of saturation as evidenced by springs and surface water was
observed on the slopes at the northwest part of the site; and third, the slopes below
the site that were excavated to construct the Sun Vail Condominiums are very steep
and placing fill at the top of these slopes will increase the driving force and tend to
reduce existing hillside stability.
TOWN OF VAIL
RED SANDSTONE ELEMENTARY ATHLETIC FIELO
CTUT JOB NO. GS.3356
Glacial drift deposits appear similar to slope failure deposits and are difficult
to differentiate. The glacial drift slopes above the site to the north may have moved
in the geologic past (on the order of 10,000 years ago). Field observations do not
indicate that recent slope movements have occurred. ln our opinion, the site is
comparatively stable and the potential for slope stability hazards is low. In our
opinion, excavations at the site that do not intersect a 2:1 (horizontal to vertical) line
extending down and away from the toe of the steep slopes (see Figure 1) can be
accomplished without retainage. We understand excavations are to be into the steep
slopes and will intersect the 2:1 (horizontal to vertical) line discussed above. lt
appears the excavation may need to be retained. We are currently performing a
detailed slope stability analysis to judge the necessity of slope stability mitigation
and develop mitigation recommendations for retainage.
The numerous springs at the northwest part of the site indicate the slopes in
this area are likely saturated. Surface and subsurface drainage will be needed.
Removal of ground water via subsurface drains such as an interceptor drain along
the base of the cut slopes for the athletic field and horizontal drains extending back
into the slopes will reduce hydrostatic pressures and increase slope stability. We
envision a network of drains excavated into the slopes and a collector drain
excavated along the based of the cut face. The drains can consist of slotted 4-inch
diameter PVG pipe embedded in a free draining gravel such as washed 3/4-inch
diameter concrete aggregate. The drain pipes would be 4 to 5 feet below the existing
ground surface. The drain pipes that extend back into the slopes would need to
extend up the slopes a distance equal to approximately 2 times the height of the
excavation and be placed on an approximately 6 to 8 feet horizontal spacing. The
collector pipe would need to be approximately 10 to 12 inches in diameter'
In addition, we suggest a drainage swale approximately 2 feet deep and 6 to
8 feet wide along the base of the cut face for the athletic field. The trend of the swale
should slope at a sufficient gradient to prevent surface water from ponding.
The third concern is related to the existing cut slopes below the proposed
athletic field. Our field observations indicate that a maximum grade of approximately
60 percent for dry slopes appears to be stable for the soil conditions at and on
property adjacent to this site. Gut slopes below the site are up to approximately 70
percent and show evidence of raveling. We believe that adding weight to the top of
these slopes will reduce the stabitity of the cut slopes. In our opinion, fill should not
be placed closer to the top of the steep slopes that where a 2:1 (horizontal to vertical)
line extending up from the toe of the excavated slopes intersect the existing ground
surface above (See Figure 2) unless the existing cut slopes are laid back to a stable
configuration, retained, or otherwise reinforced. Mitigation may involve
reinforcement of the existing cut slopes with mechanically stabilized earth (MSE)
cells or some type of retainage such as soil nails. Our geotechnical investigation
will address fill placement above the steep cut slopes to ensure a fill embankment
can be safely constructed. We believe the property can be developed using
geotechnicaland construction practices normally employed in mountainous regions
in the locale of the property.
TOWN OF VAIL
RED SANDSTONE ELEMENTARY ATHLETIC FIELD
CTUT JOB NO. GS.3356
We appreclate the opportunity to work with you on this proiect. lf you have
questions, please call.
Very truly yours,
Wilson L. "Liv"
TOWN OF VAIL
RED SA DSTONE ELEI'ENTARY ATHLENC HELD
GTUT JO8 NO. GS3356 4
(t" ,rrr MAY AFFEcr rou* ,*orf,
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on June 11, 2001, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a variance from Section 12-6D6 (Setbacks), Vail Town Code, to allow for the
construction of a garage within the required front setback, located at 1956 Gore Creek Drive /
Lot 45, Vail Village West Filing #2.
Applicant: David IminPlanner: Ann Kjerulf
A request for a minor subdivision and a variance from Section 12-6D5 of the Town Code, to
allow for the resubdivision of Lot 1, Strauss Subdivision, a resubdivision of Lots 46 & 47, Vail
Vilfage West Filing No. 2, re-creating Lots 46 &47,located at 1916 & J936 West Gore Creek
Drive.
Applicant: Pat Dauphinais, representing Richard StraussPlanner: Allison Ochs
A request for the review of a proposed text amendment to Chapter 11, Design Review, of the
Zoning Regulations to allow for procedural changes to the performance bond process as
prescribed in the Vail Town Code.
Applicant: Town of VailPlanner: George Ruther
A request for a conditional use permit, to allow for the construction of an athletic field, located at
610 N. Frontage Rd. WesU A portion of Tract C, Vail Potato Patch. A full metes & bounds legal
description is available at the Department of Community Development.
Town of Vail
Allison Ochs
A request for a conditional use permit, to allow for lhe consolidation of 2 units wilhin the CC2
Zone District, located at 126 Willow Bridge Road/Lot K, Block 5E, Vail Village 1"' Filing.
Applicant:
Planner:
Henry Anthony lttleson, represented by K.H. Webb Architects.
Allison Ochs
A request for a conditional use permit, to allow for a seasonal struciure within the Lionshead
Mixed Use l Zone District, located at 715 West Lionshead Circle/Lots 4 & 7, Block 1, Vail
Lionshead 3d Filing and Lots C & D, Morcus Subdivision.
Applicant VailManiottPlanner: Allison Ochs
A request for a variance from Seclion 12-6D9 (Site Coverage), Vail Town Code, to allow for the
construction of an addition to a single-family residence, located at 1 1 15 Homsilver Circle / Lot 8,
Block 1, Vail Village th Filing.
Applicant: Carol Collins, represented by Anis West Architects, PCPlanner: Bill Gibson
A request for a minor subdivision, to allow for the conection of enors in the platting of Tract J,
Vail Village First Filing, located at Vail Interfaith Chapel, 19 Vail Road / Tract J, Block 7, Vail
Village First Filing.
Applicant: Town of VailPlanner: Brent Wilson
A request for a work session to discuss amending certain residential zone distric{s in the Town
of Vail to allow home day care facilities subject to the issuance of a conditional use permit and a
home occupation permit.
Applicant: Town of VailPlanner: George Ruther
A review of a staff decision regarding a request for a minor amendment to the approved
development plan for the Golden Peak Ski Base, to allow for the expansion of the Wreck Room
Reslaurant and Passport Club, located at 498 Vail Valley Drive/Tract F, Vail Village 5'n Filing.
Applicant: Golden Peak Ski BasePlanner: Ann Kjerulf
The applications and information about the proposals are available for public inspection during regular
office hours in the project planne/s office, located at the Town of Vail Community Development
Department, 75 South Frontage Road. The public is invited to attend project orientation and the site
visits that precede the public hearing in the Town of Vail Community Development Department.
Please call 479-2138 for information.
Sign language interpretation available upon request with 24-hour notification. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published May 25, 2001 in the Vail Trail.
Smooth Feed SheetsrM
Sonnenalp ProPerties Inc.
20 Vail Road
Vail, CO 81657
Dolores M. Swatik QPR Trust
Donald S. & Dolores M. Swatik
Trustees
25 Grace Avenue
Sutton, MA 01590
North Star - Vail LLC
C/O Ted ShiPman
9145 E. Kenyon Avenue, Suite 100
Denver, CO 80237
Linda Hutson
950 N. Michigan#27Q2
Chicago, lL 60611
Jeff Snyder
Aspen Tree Condo. Association
PO Box 1527
Vail, CO 81657
Potato Patch Club Condo Association
lnc.
C/O Vail Home Rentals
143 E. Meadow Drive, Suite 397
Vail, CO 81657
Christie jean & Karl, Jr. Hochtl
Revocable Trust
890 Red Sandstone Circle
Vail, CO 81657
Paul G. Corcoran
201 Gore Creek Drive
Vail. CO 81657
Donna J. Arnett
893 E. Red Sandstone Circle
Vail. CO 81657
Paul A. & Janet M. Testwuide
898 Red Sandstone Circle
Vail. CO 81657
Joseph J. Hanlon
225 Wall Street
Vail, CO 81657
Dale K. Eggleston - Robert T.
Harrison
4506 SPruce WaY 15
Vail, CO 81657
Use template for 5160@
Laura J. Gentry - James W' Holley
100 East Meadow Drive #2
Vail, CO 81657
Potato Patch Group LLC
PO Box 745
Houston. TX 77001
Charles R. & Barbara J. Ragan
744 Sandy Lane
Vail, CO 81657
Tamaca, Corp
Calle 3 11
Garden Hills Estates
Guaynabo, PR 00966
Thomas C., Jr. Farnsworth
C/O Farnsworth Investment Co.
5335 DistriPlex Farms Drive
Memphis, TN 38141
Toni S. HiPPeli
Jerome V. Nickerson
2551 East KentuckY Avenue
Denver, CO 80209
l7S o.r=nvt Address Labels Laser 5160@
Charles T. & Carol B. Goolsbee David & Marcia A. Knuepfer Herbert A. & Nicloe J. Wertheim
1450 Moraine Drive 765 North Park Blvd. 191 Leucadendra Drive
Vail, CO 81657 clen Ellyn, lL 60137 Coral Gables, FL 33156
Crossroads Realty Ltd.
Richard E. & Martha Griffith Dean Michael R. & Deborah Dawson Potato Patch TH Condo Association
Trust :l:":='.': c' rJs'r,r ar r.rJqw-vr I Attn: Valerig Stanton
ii,:i$"r"t8 Ks 66086 g:i i"3
sandstone circre po Box 12e2
Vail, CO 81657
Smooth Feed Sheets?M
Town of Vail
C/O Finance Dept.
75 S. Frontage Road
Vail. CO 81657
Paul A. & Janet M. Testwuide
898 Sandstone Drive
Vail, CO 81657
Josef Staufer
100 E. Meadow Drive #31
Vail. CO 81657
Daniel R. Bouvier
PO Box2254
Vail. CO 81658
Use template for 5160@
Anthony G. & Teressa G. Peny
2517 Shelburne Road
Shelbume, VT 05482
Traudl J. & Wolfgang C. Berndt
1 Procter and Gamble Plaza
Cincinnati. OH 45202
Edwin K. Hunter Trustee - Russell C. John H. DavieChambers
37e6 parian Ridse Road NW [i ?"fti#h Drive
Atlanta, GA 30327
@nverwo Address Labels Laser 5160@
OG ffEM MAy AFFE.T
"ou*
,*ot*
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on May 14,2001, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a conditional use permit, to allow for an addition to the Vail Valley Medical Center,
located at 181 West Meadow Drive/Lots E & F, Vail Village 2"' Filing.
Applicant: Vail Valley Medical Center, represented by Braun AssociatesPlanner: George Ruther
A request for a variance from Title 14 (Development Standards), Vail Town Code, to allow for
snow storage and parking within.the public right-of-way, located a12437 Garmisch Drive / Lot
12, Block H, Vail das Schone 2" Filing.
Applicant William H. Mentlik, represented by John Martin, AIAPlanner: Ann Kjerulf
A request for a work session to discuss amending certain residential zone districts in the Town
of Vail to allow home day care facilities subject to lhe issuance of a conditional use permit and a
home occupation permit.
Applicant: Town of VailPlanner: George Ruther
A request for a variance from Section 12-6DG (Setbacks), Vail Town Code, to allow for the
construction of a garage within the required front setback, located at 1956 Gore Creek Drive /
Lot 45, Vail Village West Filing #2.
Applicant David lrwinPlanner: Ann Kjerulf
A request for a worksession to discuss a new special development district, to allow for the
redevelopment of the Vail Racquet Club, located at 4695 Vail Racquet Club DriveA/ail Racquet Club
Condominiums, Bighorn 5'n Addition.
Applicant:
Planner:
Racquet Club Owners Association, represented by Fritzlen Pierce Architects.
Brent Wilson
A request for a final review of a proposed special development distrist, to allow for the
construction of a new conference facility/hoteh and a final review of a conditional use permit, lo
allow for Type lll employee housing units and fractional fee club units, located at 13 Vail Road/
Lots A, B, C, Block 2, Vail Village Filing 2.
Applicant: Doramar Hotels, represented by the Daymer Corporation
. Planner: Brent Wilson,l-
-
request for a conditional use permit, to allow for the construction of a soccer field, located
F \10 N. Frontage Rd. West/ A portion of Tract C, Vail Potato Patch. A full metes & bounds legal
description is available at the Department of Community Development.
Applicant: Town of Vail
Planner: Allison Ochs \/\ ,v,
', tolo'fi.'N\
A request for a final review of a conditional use permit, to allow for the construction of phase I of
Donovan Park improvements, generally located southeast of the intersection of Matterhom
Circle and the South Frontage Road.
Applicant: Town of VailPlanner: George Ruther
A request for the review-of a proposed text amendment to Chapter 11, Design Review, of the
Zoning Regulations to allow for procedural changes to the performance bond process as
prescribed in the Vail Town Code.
Applicant: Town of VailPlanner George Ruther
A request for a variance from Section 12-6D-10 of the Town Code, to allow for a reduction in the
landscaping and.site development requirements, located at 383 Beaver Dam Road/Lot 3, Block
3, Vail Village 3'o Filing.
Applicant: A2Z Holdings, LLCPlanner: Bill Gibson
A request for a minor subdivision and a variance from Section 12-6D-5 of the Town Code to
allow for the resubdivision of Lot 1, Strauss Subdivision, a resubdivision of Lots 46 & 47, Vail
Viffage West Filing No. 2, re-creating Lots 46 & 47,located at 1916 & 1936 West Gore Creek
Drive.
Applicant: Pat Dauphinais, representing Richard StraussPlanner: Allison Ochs
The applications and informalion about the proposals are available for public inspection during regular. office hours in the project planne/s office, located at the Town of Vail Community Development
Department, 75 South Frontage Road. The public is invited to attend project orientation and the site
visits that precede the public hearing in the Town of Vail Community Development Departmenl.
Pfease call 479-2138 for information.
Sign language interpretation available upon fequest with 24-hour notification. Please cr,ll 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published April 27,2001 in the Vail Trail.
Dale Bubey
635 N. Frontage Road., West #1
Vail, CO 81657
Sun Vail Condo. Association
JeffSnyder
PO Box 1527
Vail, CO 81657
Aspen Tree Condo. Association
Charles T. & Carol B. Goolsbee
1450 Moraine Drive
Vail" CO 81657
Richard E. & Martha Griffith Dean Trust
PO Box 970
Tonganoxie,KS 66086
Colorado Department of Transportation
Potato Patch Club Condo Assoclafion Inc.222 South 6o Street
Room 317 C/O Vail Home,Rentals
Grand Junction, CO 81501 143 E. Meadow Drive, Suite 397
Vail, CO 81657
Attn: Owen l,eonard, Regional Director
Holy Cross R.anger District
PO Box 1g0 Town of vail
Minturn, co E1645 c/o Flnsnce DePL
75 S. Frontage Road
Attn: Kalvin Wettstein, Dishdct Range" Vd CO 81657
Sonnenalp Propertles Inc.
20 Vail Road
Vail, CO 81657
Dolores M. Swatik QPR Trust
Donald S. & Dolores M. Swatik Trustees
25 Grace Avenue
Sutton, MA 01590
North Star-Vail LLC
c/o Ted shtpman Paul A' & Janet M' Testwuide
et4s E. Kenyon Avenue, sutre 100 i:ffeH'$n6:i*"I)enYer, CO 80237
Linda Ilutson Chrlsde jean & Karl, Jr. Eochtl
g50 N. Mchigan#2102 Revocable Trust
chicago,rl 60611 S9ORedSandstoneclrcle
Vail, CO 81657
Paul G. Corcoran Michael R & Deborah Dawson
201 Gore Creek Drlve 891 Red Sandstone Circle
Vail, CO 81657 Vail' CO 8f657
Donna J. Arnett Daniel R- Bouvier
893 E. Red Sandstone Circle POBox2254
Vall, CO 81657 Vail CO 81658
paut A. & Janet 1t{. Testwuide Laura J' Gentry-James W: Holley
g9g Red sandstone circle 100 East Meadow Drive #2
Vail, co 81657 - vail' co 81657
Dale K. Eggleston - Robert T. Harrlson Charles R & Barbara J. Ragan
4506 SpruceWay 15 744 Sandylane
Vail, CO 81657 Vail, CO 81657
Joseph J. Eanlon
225 Wall Street
VaiL CO 81657
Josef Staufer
100 E. Meadow Drive #31
Vril, CO 81657
Potato Patch Group LLC
PO Box 745
Houston, TX 77001
Tamaca, Corp
Calle 3 11
Garden Hills Estates
Guaynabo,PR 00966
David & Marcia A- Knuepfer Thomas C.' Jr' Farnsworth
765 North park Btvd. c/o Farnsworth rnvestment co'
Glen Ellyn, IL 60137 5335 Distriplex Farms Drive
Memphis, TN 38141
Toni s' Hrppeli Traudl J. & wolfgang c. BerndtJerome v' Nlckerson I procter and Gamble plaza
2551 East Kentucky Avenue
Denver,co 80209 Cincinnad'oE 45202
Anthony G. & Teressa G. Perry
2517 Shelburne Road
ShelburngYT 05482
Herbert d & Nicloe J. IVertheim
191 Leucadendra Drlve
Coral Gables, F'L 33156
Crossroads Realty Ltd.
Potato Patch TH Condo Association
PO Box 1292
VaiI, CO 81657
Attn: Valerle Stanton
Edwin K. Ilunter Trustee-Russell C. Chambers
3796 Parlan Ridge Road IIIW
Atlanta, GA 30327
John H. Davie
776Potato Patch Drive
VaUCO 816s7
l. rrEM MAY AFFE.T "or* ,*o;D
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on April 23, 2OO1, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a variance from Section 12-7H-1O of the Vail Town Code, to allow for a proposed
addition in the rear setback, located at 660 West Lionshead Place/Lot 1. Vail Lionshead id
Filing.
Applicant Lions Square Condo AssociationPlannen Bill Gibson
A request for a final review of a proposed special development district, to allow for the
construction of a new conference facility/hotel; and a final review of a conditional use permit, to
allow for Type lll employee housing units and fractional fee club units, located at 13 Vail Road/
Lots A, B, C, Block 2, Vail Village Filing 2.
Applicant: Doramar Hotels, represented by the Daymer CorporationPlanner: Brent \Mlson
A request for a conditional use permit, to allow for the construction of a soccer field, located at
610 N. Frontage Rd. WesV A portion of Tract C, Vail Potato Patch. A full legal description is
!/available at the Department of Community Development.
llt I Applicant: Town of Vail' Planner: Allison Ochs
A request for a worksession to discuss a new Special Development Distrist, to allow for the
redevelopment of the Vail Racquei Club, located at 4695 Vail Racquet Club Drive/Vail Racquet
Club Condominiums.
Applicant: Racquet Club Owners Association, represented by Fritzlen Pierce Architects.Planner: Brent Wilson
The applications and information about the proposals are available for public inspection during regular
office hours in the project planne/s office, located at the Town of Vail Communily Development
Department, 75 South Frontage Road. The public is invited to attend project orientation and the siie
visits that precede the public hearing in the Town of Vail Community Development Deparlment.
Please call 47$2138 for information.
Sign language interpretation available upon request with 24-hour notification. Please call 47$
2356, Telephone for the Hearing lmpaired, for information.
Community Development Deparlment
Published April6, 2001 in the Vail Daily.
Deputment of Public Works & Tlansportation
ti09 Elklnrn Drive
Yail, Colorado 61657
nEclc,,ED
'APAr
Yail,Colorado 81657
Rl-cm Iavestnent Co. , Lflt
Z f8r1 E. Fanlaud
PO Bo! 4261
ValJ., CO 8f658
Vail l|anrg€rent Gqany
143 E. lieadnr Drlve
Sulte 395
YaLl,, CO 8f657
Attn: Iarybeth laller
Betty Grffey
742 Sandy Lrne
Itnit A
VaiI.,, CO 81657
& nr"rcr-eo ann
Yail, Colorado 81657
$-u"r"uoruo
TCIWN OFYAILIY
Depmtment of Pablic Works & Tlotsportation
Ii09 Ellhorn Drive
Yail,'Colorado 81657
Bobert T. EarrLson
4506 SPruce flaY f15
YaIl' CO 81657
1309 Elk:horn Drive
Vail, Colorado 81657-
AECVCLEI' PAPER
1309 Ell:horn Drive
Yail, Colorado 81657
$orrr*"^r"
I/ail. Colorado 81657
t, u"tcrto o""*
TuNhFrtMY
Joeef Staufer
lfil E lieadw llrive f3lVeilJ CO 81657
CharlLea R E Barbara J. Bagan
Truatee
744 Sandy La-e
Vafl\ CO 8L657
liargaret E. fanton
736 B Sandy Laue
ValJ-, GO 81557
loger S. pensle TfustZ Peosle Corp.
l3/ilXl Ortcr llrfue BestID,etrolr) uI 40239-4OOr
Depotnent of Public Works & Tratrport ion
1309 Ellhorn Drive
Yail, Colorado 61657
$*r*o,,.ro
Deponnat of Public Wofts & Ilawpotaion
1309 Elklnrn bive
Yail, Colorado 81657
$urrruoruo
Dqotment of Public Wub & Tlansportdion
1309 Etrkhorn Drive
Yail, Colorado 81657
I{Lol I 8o1d1ngs Co
Z SarL X. Eoknd
PO I'r 4261
Yal1. cO 81658
Gleon E. Oatrmsll.
4505 Spnr:,e ycy tr5
YaalJ Co 81657
TOWT'IOFVAIL
$ nn"rctno r^nn
.*-ffi
\<uwrfvf fJ;-rr LrtE rt<rt trg JL(ltt <|L 1tJ-1LJo
APPLICATION FOR P1ANNING AND ENVIRONMENTAL
COMMISSION APPROVAL
GENERAL INFORMATION
This application is for any project requiring approval by the Planning and Environmentat Commission. For specific
information, see the submittal requiremenb for the particular approval that is requested. The application can not
be accepted until all required information is submitted. The project may also need to be reviewed by the Town
Council and/orthe Design Review Board.
A. TYPEOFAPPUCATION:tr Bed and BreaHastd Conditional Use Permittr Major or tr Minor Subdivisiontl' Rezoningtr Sign VarianceU Special Development Districttr Major or tr Minor Amendment to SDD
Employee Housing Unit (Iype: _)
Major or tr Minor Exterior Alteration
(VailVillage)
Major or Minor Exterior Alteration (Lionshead)
Variance
Zoning Code Amendment
Amendment to an Approved Development Plan
tr
tr
tr
tr
D
tr
B.DESCRIPION OFTHE REQUEST: ?-€e-Le.t * (c,.,6;rt,-H ->t- Pi4^^,T j? .'.-5 j-tL--;
A' SDa L ii'a Fl E-.,Ct .1N LA-JD au,.z.t--,-.,r Z.*zA ,+S On|-O",.2 /?z. Za4t-/e,.)
-Tz+cr 4
LOCATION OF PROPOSAL: LOT: BLOCK:_ FILING:
PHYSICALADDRESS: 4 Z-3t 4 /4-',->tu* 2o tt;.,;-
c.
D.
E.
E
PARCEL #:
ZONING: ?u-D;", r 2c. ,c-< ,+r/ t .r
Eagle Co. Assessors ffice at 970-328-8640 for pa?cel #)
NAMEOFOWNER(S): -Jat."t ar Vp,tc
s) STGNATURE(S):G.
H.
PHONE: 477 - Ziao
NAMEOFAPPLICANT: G
MAIUNGADDRESS: /3aq Ecrcior- D,z
VAI&, Cd 8165, PHONE:q?1 ^ 2331
FEE: See submital rquiremenE for apprcpriate fre
PLEASE SUBMIT THIS APPUCATTON, ALL SUBMITTAT REQUTREMENTS
AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,
75 SOUTH FRONTAGE ROAD, VAI|, COLORADO E1657.
RECDfri,.,? 20 2001D{4r" / -{r,/q
Questions? Call the Planning Staff at 479-2L38
APPLICATIO]I FOR. DESIG]I REVIEW APPROVAL
GENEML INFORMATION
This application is for any project requiring Design Review approval. Any project requiring design review must
receive Design Revieu/ approval prior to submitting for a building permit, For specific information, see the submittal
requirements for the particular approval that is requested. The application cannot be accepted unUl all the required
informafion is submitted. The project may also need to be reviewed by the Town Council and/or the Planning and
Environmental Commission, Deign Review Board apprwal Wires one year after final approval unless a
bullding permit lr lcorcd and onstnttilon is firbd.
DESCRIffiON OFTHE REQUEST: 772
E+- tL.t.-.-t.rJ ,'))1lZ,L7 /r*.) ./Ar.t .t4.Ll C.,r'./77 .9H..:L D,372tei tz;t.zc4
Llt.t 2 (c'- 5 iZu.-7- I .4.,^//r,2- .:./24,n -gp( -a/-2-.;tE2,,3 c2 )^/ 7H1. </ry
-Tr+'r C
B. LOCATION OF PROPOSAL: LOT:- BLOCK:- ng1'16i t'L,'>+zz' 2"*2.-J
PHYSICALADDRESS: 6 35 '{c'Zn Fz"-;->.' 2a t-z<;
PARCEL #:(Contact Eagle Co, Assessors Office at 970-328-86,10 for parel #)
ZONING:O:.'Th c,.'.2, fur.z e -t+zrt
c,
D.
E.
F.
G.
NAME OF OWNER(S):7),-.- .,.e L/+rc
H.
owrr ER(s) SIG]TATURE(S) :
NAME OF APPUCANT:
MAIUNG ADDRESS:
l,/+rt, ('. 8ia9 )PnOnE: q7!/:2j:2
TYPE OF REVIEVI/ AND FEE:
tr llew Consfrtclion - $2(Xl Construction of a new building.tr Addition -$50 Includes any addition where square footage is added to any
residential or commercial building.il l{lnor Alteration - l2O Includes minor changes to buildings and site improvements, such
as, reroofing, painting, window additions, landscaping, fences and
retaining walls, etc,
DRB fees are to be paid at the time of submittal. Later, when applying for a building permit please identify
the accurate valuation of the project. The Town of Vail will adjust the fee according to the project valuation.
PLEASE SUBIIIT THIS APPLICATIOI{, AII. SUBilITTAI REQUIREHEI{TS
AtlD THE FEE TO THE DEPARTIIIEIfT OF COlllrUl{ITY DEVELOPIIEI|T'
75 SOUTH FROilTAGE ROAD, VAII.' COLORADO 81657.
RECDMAR2O2OOl
,rT
Red Sandstone Elementary School
Athletic Field
Env ir o nment al I mp ac t As s e s s ment
June 6th, 2001
Prepared By
DESIGNWORKSHOP
Vail, Colorado
For
Town of Vail Public Worlcs Department
Note: All project Etotltdtve data prwided to Detign Worlnhop by the
Town of Yail Public Wor*s Depttnent
Project Description
The Town of Vail, in conjunction with the Eagle County School District and the
Vail Recreation District, is proposing the construction of an athletic field on Town
ofVail property adjacent to the Red Sandstone Elementary School. This project
will be funded jointly by the Town of Vail and the Eagle County School District.
The Town of Vail plans to complete this project by the end of September 2001 .
The site is currently undeveloped and consists of a mostly sage meadow with
various other shrubs, grasses, and perennials intermixed.
The athletic field, in its completed state, will consist of approximately '9 acres of
turf area. This area will be inigated by an automatic inigation system. The total
disturbed area is 1.6 acres. The disturbance will consist ofbalanced cut and fill
grading, and when complete, all areas will be revegetated. The Town of Vail will
hire a company specializing in site revegetation projects to manage the site
revegetation.
The revegetation process will include a plant inventory of on-site plant materials
prior to construction. After grading and installation of irrigation system, the
revegetation contractor will provide and install all plants for the revegetation. The
plan intends to not only use a large variety ofplant species, but the sizes ofplants
will vary as well so the site will not be entirely uniform in appearance when first
planted. Plant sizes will vary from seed up to 6' serviceberry plants as well as a
number of aspens. A preliminary list of plant species is attached. The revegetation
contractor will provide the Town with an erosion control specification as well as an
inigation specification as this type of revegetation will have special irrigation
requirements. The intent is that in 4 to 5 years the disturbed slopes will match
existing vegetation as closely as possible.
The largest part of the athletic field will accommodate a soccer field for the 7 to 8
year old age group and is situated on the westem end ofthe site due to steeper
slopes on the eastern end. Currently the students play on a 200' long asphalt area
just outside the school, as well as on a small playground and on a gravel area
situated more than 400 ft from the school.
Red Sandstone Elementary School Athletic Field Environmental lmpact Assessment - June 6, 2001
Paee 2 of 6
III. T,oningCompliance
The site of the proposed field is Tract C, Potato Patch Filing, and is divided into
four zoning parcels, two of which are Outdoor Recreation and two of which are
Natural Area Preservation District. The proposed field would be constructed
entirely on a parcel zoned Outdoor Recreation, a parcel ofland 5.24 acres in size.
There is no proposal to change the current zoning.
III. DevelopmentStatistics
l. Total site area:
2. Total undisturbed site area:
3. Total site disturbed area:
4. Total soccer/turfarea:
5.24 acres
3.64 acres
1.6 acres
.9 acres
5. Total native grasses revegetation area: .7 acres
IV. Park Design Guideline Compliance
l. Site preservation: All non-turf disturbed areas will be revegetated to match the
existing natural gftIsses and vegetation.
2. Impervious coverage: There will be no impervious coverage on the site.
3. Activity areas/separation and integration;There a.re two separate areas of the
athletic field. The smaller one closest to the school is designed for the l5
minute recess period to allow children to access it quickly. It is smaller due to
site grading limitations. The larger area is designed for organized activities and
is sized for the U7AJ8 soccer field. While farther from the school, it will be
used for the longer Physical Education classes.
4. Ziews: Views into the site from roads will not be significantly altered due to
revegetation and tJre location of the larger field. From Sun Vail Condos,
located just south ofthe project, the proposed freld will be higher than the roof
of the building so the changes to views there will be minimal due to the
revegetation and the addition oftaller landscape species along the south edge of
the field.
5. Energt conservation: Not applicable.
Red Sandstone Elementary School Athletic Field Environmental lmpact Assessment - June 6, 2001
Paee 3 of6
6. Landscape accent. Landscape accent is provided through revegetation, taller
landscape trees along the project's south edge, and the extension ofan existing
aspen grove through the site.
7. Accessibility: All areas will meet ADA grade requirements.
8. Appropriateness/compatibililyi Anelementary school should have a turf area
large enough for organized activities. An open field in a neighborhood setting
is also appropriate.
9. Flexibility: The finished project will be highly flexible in use, especially given
that no buildings or structures are proposed.
10. Continuity: As described above, the site revegetation will match the existing
landscape, and no other building materials are to be used except for fencing.
The project will utilize a standard 8' brown chain link recreation fence.
| | . Maintenance. Project long-term maintenance will include only mowing,
monitoring of the natural revegetation, and occasional maintenance to the
irrigation system.
l.
Impact Assessment
Existing site condilions: The site is composed of native plant materials,
typically undisturbed with the exception of multiple utility line cuts and an old
irrigation ditch. The upper portion of site is very steep and covered with aspens
and serviceberry. Portions of this area have been delineated as wetlands and
will not be disturbed. There is an area at southeast corner of site that sustains a
grove of willows, however, these are the only wetland species and this area has
been determined to NOT be a wetland area, however, this area also will remain
undisturbed.
1 00 yr floodplain: There are no floodplain hazards within the project site.
Wetland impacfs: As indicated in item l, there have been wetlands delineated
on the site however, there will be no wetland impacts. However, if it is
determined that there are potentially affected riparian areas on the site, the
Town of Vail will follow requirements set forth by the U.S. Army Corps of
Engineers.
Avalanche/rockfall/debris Jlow: Refer to attached geotech report.
IV.
2.
aJ.
4.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6,2001
Paee 4 of6
5.Erosion. All grading and earthwork during construction shall be performed
according to relevant jurisdiction requirements, and all necessary construction
erosion control measures shall be taken. All disturbed soils on the site shall be
revegetated and stabilized to prevent any long-term erosion. No slopes in
excess of 2:1 shall be constructed on the site. Additional measures as specified
by the project revegetation specialists may be taken.
Air pollution: There will be no air pollution generated by the project.
Noise pollution: Any temporary construction noise shall be performed
according to Town of Vail requirements and limitations. It is not anticipated
that any of the proposed permanent uses will create noise pollution impacting
the sunounding neighborhood. The only noise will be from children during
school hours several times a day. There may be soccer practices during
evenings but no organized games.
Lights: There will be no lighting on the project.
Parking: No additional parking will be required because this is a school facility
and no additional stallpositions will be required. The school currently has 25
designated spaces plus 2 ADA compliant spaces. Additionally, during larger
school events, the access road up to the school is used for parking and will
accmmodate approximately 44 additional vehicles. Because the school will use
the field during the school day and the Recreation District will use the field
outside ofschool hours, events requiring parking for both school and field use
will not conflict.
10. Visual: No retaining walls will be required in this design. Revegetated slopes
will be the most notable impact immediately following construction. A brown
chain link fence installed on south side of the field will be seen from Sun Vail
condos, but aspen groups and the dark color will mitigate its visual impact.
ll. Trffic impacts: The new field is an addition to existing school facilities. It will
not require additional school staffand therefore will not increase parking
requirements. In addition, it will not increase traffic during school hours. The
Vail Recreation District will use the field after school hours as a practice
facility. That use may increase traffrc slightly on the site ofthe school but not
necessarily on the Frontage Roads. Cunently, parents may pick up children
after school to take them to soccer practice elsewhere. Having the field at the
school site will simply defer the pick-up traffic to a later time, therefore
decreasing traffic during school pick-up times.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6, 2001
Pase 5 of6
6.
7.
8.
9.
12. Site accesE: The field will be accessed by existing roads, parking lots, and
sidewalks. An existing dirt path will be relocated to provide access from the
pedestrian overpass area.
13. Drainage impacts: Seasonal flows from the uphill wetland areas will be caught
on the north side of the field and drained to the east into existing swales. This
creates an opportunity for actually increasing the total amount of wetland on the
site by planting wetland species in the new swale. There is no anticipated
increase in net runoffdue to the absence of impervious surfaces.
14. Infrastructure impacts: The only new utility required for this project is a water
line tap for the irrigation system. A water line currently runs through the site
providing easy access for this tap. The planting design seeks to mitigate the
long-term water requirements of the project through the use of native plant
species for all revegetation areas. Inigated turf will be limited to the sports
field.
Red Sandstone Elementary School Athletic Field Environmental Impact Assessment - June 6, 2001
Page 6 of6
o
April 23,2001
Greg Barrie
'llown of Vail
1309 tilkhom Dr.
\:ail, C0 81657
Re: Exhibit A, Rscomrncnded Native Specics for the Vail Soccer 3 iekl Expalusion Project
As pcr your request today, wi: lrave compilect a list of native plarrt marerials that
tecornmcnded for use rvithin the Town of Vail Soccer Field Hxpunsio:r Prujcct,
Sclejttflir:,!l_+qlp
ittr ghrhrum' ..
. Agastache wndJirliu
,l n Elqw:hier alndalit
Antexnaria pztttjblia
.(tpr egia cotwie.a
. . Aquilegia Jbnnom
.4 r c ttt s t t t p hyl o s .uv tt- n r is i
.;lrtenbfu tridenft a
Aster glauc<ttles
' frulseinrhlzn s(gitktta
. Eeula glundulasa
. Bttuiu ut:cidtntdlts
Itttttuu un oi'ha.Iatts
Bromut mw$inalar
.(ampanala ro t*nillfo lila
Ceasaihis vah$inus
Ctalqgtar riurdarr
E p.i hb i u at a n gw t ifu | ium .
.
[irittgtrh n jflrnatii
' ' . F;riogottntn.wnbellanm
Agr-23.-Ol l l :214,/\
a
'
*..!'' tn |{ative F,]ants P. 03
fleru'fireg: :
(iq$rns.!r."lYgl}p
Rtrcky Morrutoin maplu
lrorseinint
'."'flroun&m $grv lcicbqrfy
rQsy possytoc$
Colorado bhrc'columbinc
wc$tsm colurbbine
bcarheny&innikinnick
mountain big sage
blus ister
arowlsrf b&lssmroot
nog olrcn
westefi riucr birch
noddiry bronte
mountain brome
harcbcll .
cno$;bush ccrnultus
rit'er hrwthorn
lircweed
iarncs's buckwheut
sulft $-fl ow€red buckwheat
. 3?80Sitt Mcsr'Road . Riflc,CO &650
Phorn (9?o) 6?.5-ORCTW t4?69) . Fan (97Oj 6at:FARM (32?6)
E"msil nadve@asprninfo.com r Wah Pagc www,irmnativcplarrtt.c<rm
err-!?:o 4sA RockUt" Native p]ants
$s.t-e$lSe$c.!pS-
F' es tuc a .i &t i mant at a,
l:estnru thur":betii
Fragtriu ve,sca
A iranium vlstvtsissrnrrz
Geum macrophyllurq
Iteleniwn hoopesii
Hetemrhica villosa
Ipomnpsis aggrcgaru
' Kocleria uistokt
'Lupintu argenteus
Mcthania repew
*htmrda lbtulosu
Paseopyron smithii .
Pustanon <trttonii
f e n { li2 nl o n, €ru) ft 4{-f 1., rus
Pe&lpnro strietus .
. Penstemonu'hippleants
Pentapfiylloide"t llori laruIa {Patentilla ltuticosa)
Phtrcoiia iericw
Phlcun alpimm
l'hvtot:aryas n on(tgJ$us
Frcea engelmannil
. . Finus nristata
I'll,ri.as fie$lls
l'aa tbndlenaiw
Pop us tremtloides
Potentilla gradlis
' t\vnu:t virginiana
Itarrhi.r tride t ttq'
. Qrcrcus gawlielii
Rhus trik bata'
Ribes wreum
' Rihds terwm
Ro:ta fllodsii
eew-N-{Ee
Rrrlcy Mounuin fescuc
Thurber's fescuc
Rocky Mormtain strowhcrry
sticky geraniurn
.
largo-lcrfavens .. .
oronge snmaewscd
hriry goldcu asur.
scarlct gitia
prairie jwngrars
'rilverlupine
mahoniardesea holty
bccbalro
l|ostern whealgrass
Iirecrar*er purrtemon
dnd-$ided penstcnron
Itocky Muuntzin pcnstemon
Whipplc's penslemon
shrubby cinquefoil
purple fringe
rlpine timol&y
mountain o,incbsrk
Englemann qi'nrce
briederr:one pinc
limber pine
multongruss
qutkirg sspcn
slcnder cinqucfoil
chirkccherry
urtelope bincrbrush
(ianrbcl's oak
throclcaf subgc
goldcn cunarit
rr'ax,lgqu$w curra*t
Wood's rose
(rage 2)
P-04
A?l.-zF-Ot lt:zrsA RockUt" Natlve p-tants
Sflxf__Iglltq-sfy"e-i$ps9s ji$ Prgiesl'[esqgmendod_t_b&r (pege 3)
-$*-l*ng0c-Ncme
Rubus purvtJlora
Senu:io trtangulans
Shuphwlht cauadtutit
Solidago ctwtle.nsis
Sor4tux sc'opatina
SImp h oricarpos orco ph i fus
l'halicfiam Jendleri
I'icia auerieana
Wl,ethia anqieti<:aalis
P-()5
S.ipi$ns4-Natrp,
thimblcberry
gmundsel
ru$et buffalobe.r'ry
Cauada goldcrrod
mourtain ash
nrountein saowberry
Fcndlet's nrcadolerue
Amcrican vckh
woolly mulcscax
Please note that lhis is only a list of n conrmended $pecies fcr the proJtxl. l'inal planr size.
planting.nrrnrbrr, and placernent hae yet to bo finalized for this material. I3ecause our pricing is
volume baserJ, rve will formalize our quomtion a$ soon as wo determine what thc {inal planting
nulnberu will be for rhe project.
Thanlc again ftrr this opportunity- Please give us a call at 970.625.4769 if there are any
quustions or comynents concerning the pmvided information.
JOHN W. DUNN
ARTHUR A. ABPLANALA JR.
INGA HAAGENSON CAUSEY
OF COUNSEI:
JERRY W. HAN NAH
Law OFFTCES
Dur'rN & Aaplaxar-p. P.C.
ORAfION
WesrSTAe BaNK BUTLDTNG
roa Sourx FRoNTAGE Roao WEsr
Su rrE goo
Varl, Couonaoo
arGsT-5097
June 7, 2001
TELEPHONE:(970) 476-0300
FACSIMILE:
(97 0r 476-4765
highcountrylaw.com
+mail vaillaw@vail.nEt
CERTIFIEO !EGA! A55Is'ANTS
KAREN M. DUN N, CLAS
JANTCE K. SCOFTELO, CLAS
Planning and Environmental Commission
Town of Vail
75 South Frontage Road
Vail CO 81657
Re: Request for Conditional Use Permit for soccer field on Podion
Tract C. Vail Potato Patch
Dear Ladies and Gentlemen:
We have been asked to represent Joe and Anne Staufer and the Sun Vail
Condominium Association in connection with the Town's application for a special use permit for
a soccer field adjacent to Red Sandstone Elementary School.
My clients for obvious reasons would prefer that the special use permit not be
granted. However, they recognize that their desires may have to yield to the perceived need for
the soccer field and therefore have asked that I communicate to you the conditions they wish to
see in any permit, if it is granted.
The conditions requested by Staufers and Sun Vail are as follows:
l. Use of the soccer field be only by elementary school students under the
supervision of school district employees.
2. T\e permit be effective only so long as an elementary school is at the Red
Sandstone location.
permitted.
3. No other use, including without limitation ice skating and parking, be
4. No amplified or broadcast sound, whether music or spoken, be permitted.
5. No outdoor lighting be permitted.
6. No structures be permitted.
The Commission's consideration of this request will be appreciated.
Yours very truly,
DLINN & ABPLANALP, P.C.
Iitl
tLl,t) t,w"=*
W. Dunn
jwd:ipse
cc. Mr. Staufer
Sun Vail Condominium Association
E 3961 Springhill Avenue
Mobile, Alabama 36608-5730
334-343-9400
FAX 334-343-4972
I P.O. Box 28306
Atlanta, Georgia 30358
770-396-7069
FAX770-396-7732
! P.O. Box 43087
Birmingham, Alabama 35243
205-967-7888
FAX 205-967-3155
D 3601 45th Street
Metairie, Louisiana 70001
504-831-9lA4
FAX 504-831-9493
May 11,2001
TOWN OF VAIL- COMMUNITY DEVELOPMENT
75 S. Frcntage Road
Vail, CO 81657
Fax: 970-479-2452
ATTN: Allison Ochs, Planning Liaison Officer
Dear Ms. Ochs.
As a homeowner at Sun Vail Condominiums, I am greatly disrurbed by the prospects of a soccer field
being built to the west of Red Stone Elementary, behind Sun Vail's A and B buildings. Although I am an
owner in building D, I feel that this building progr€rm will impact the value of all of our properties in a
negative fashion. I am at the property at Ieast 20 days annually, and intend to retire in the Vail valley.
Actions as these greatly concern me as a homeowner and future resident.
This area has been a "green" area since I have been visiting the Vale valley and I believe it is a necessary
part of the overall concept of Colorado and Vail. I would encourage the planning commission to review
alternate selections closer to areas that are currently being used as recreational areas for children.
Sun Vail Condominiums
Sinceref ro
Il a/rrv
E. Key Ir$fir
Unit 11-D
urs,
May 9, 2001
TO; TOWN OF VAIL
PLANNER ALLISON OCHS
FROI\4 CHARLES R AND BARBARARAGAN
744 SANDYLANE
WE UNDERSTAND TIIERE IS A PROPOSAL TOBULD A SOCCERFIELD INTHE AREAruST
SOUTI{ OF OUR HOME. WE STRONGLY OBJECT OF CONVERTING A PEACEFUL, QUIET
AREA oF LAND, wHIcH Is cuRRl.ITLy, FILLED wrITI wILDFLowERs AND WONDERFUL
WILD LIFE, TO A NOISEY SOCCER FIELD. WHAT WILL HAPPEN TO THE WILD LIFE?
WI{YWERE WE NOT INFORMED OF THE ZOING CHANGES FORTI{IS PIECE OF LAND?
TI{IS PROPOSED FIELD woULD RENDER OIjR DECK UNUSEABLE; TTTE NOISE LEVEL IS
CIJRRSNTLY SUBSTANCIAL ENOUGH WTIII I-70, SO TO ADD TO THAT NOISE LEVEL WE
FEEL rS QLIIE UNREASONABLE
VAIL ENCOIJRAGES LOCAL PEOPLE TO STAY IN VAIL, TTIEN MAKES TI{E SURROUNDINGS
IMPOSSIBLE. WI{AT IS WRONG WITH SOME BEAUTIFTJL OPEN SPACE IN THE CITY OF
VAIL?
tA44/'
To Town of Vail planners;
From Len Levitan: President Board of Sun Vail Condominium Association
I am writing to express our opposition to the building ofa soccer field directly north of
the SunVail Condominiums. Currently this area consists of natural vegetation and
wildflowers on a hillside. Replacing it would require excavation of a large area of slope
replacing it with a flat field. Some sort of fence would be built facing the adjacent
condominiums. The level of the field would be the same as the 3'o floor of our buildinss.
All this would impact negatively on SunVail in multiple ways:
1) The view from the rear windows would be obscured, and replaced by a fence which
could be an eyesore.
2)Noise: Kids would be using this field moming, noon, after school, and evenings and it
is likely that the school would use it for recess play and physical education classes- this
use which would be hard to control would dramatically increase noise in our residential
area.
3)Trespassing: People likely would cross SunVail property to access the field
4)Potential for other development: lighting and bleachers might be added in the future
exacerbating negative impact on the adjacent buildings.
5) Water drainage might be a problem.
In summary , 60 home owners in our complex and several home owners to the north and
above the proposed soccer field would be adversely effected.
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2138
OWNER
DEPARTMENT OF COMMI.JNITY DEVELOPMENT
L.ots,
Lrft
3K
tS!
(
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT COMM BUILD PERMT
Job Address: 551 N FRONTAGE RD WEST VAIL
Location.......: RED SANDSTONEELEM
ParcelNo....: 210106302013
Project No . :
EAGLE COUMTY SCHOOL DrST RE 0g/OL/2OO3
PO BOX 740
E;AGIJE CO
81631
I-,icense:
CoNTRACTOR COLORADO MTt[ HOME PROPERTIES0S/OL/2O03 p]rone: (970) 926-L556
PO Box 2759
Edwarde, Co
4t632
IJicense: 266-A
APPLICANT COI,ORADO MTN HOME PROPERTTES0S/0L/2OO3 phone; (970) 926-L555
PO Box 2759
Edwards, Co
a7-632
License:266-A
Desciption:
GRADING FOR TEMP FACILITIES (PLAYGRD)
Occupancy:
Type Construction:
Type Occupancy:
Type V Non-Rated
# ofGas Applianccs: 0
VN
't,l
Valuation: $15.000.00
Fir€place Information: Restricted:
Add Sq Ft 0
# ofcas Logs: 0 # of Wood Pellet: 0
Building->
Plan Check->
lnvestigstion>
will calt->
$2sl. 2s
$153.31
$0.00
s3. Oo
s0. 00
$0. 0o
$0. 0o
$0. 00
$417 .55
s417 . s5
$0.00
s417 . s6
$417 . s6
s0.00
Restuarant Plan R€view->
DRB Fee-------->
Recreation Fe€------->
Clean-up Deposit------>
TOTAL FEES-->
Total Calculated Fees->
Additionsl Fe€s->
Total Permit Fee-->
Paym€nts---------->
BALANCE DUE---_->
Approvals:Item: 05100 BUILDING DEPARTI{EMI
08/01"/2003 irRM Action:
Ttem: 05400 PLANNING DEPARTMENT
o8/o8/2oo3 ao Action:
ITCM: 05600 FIRE DEPARTI{EMT
Item: 05500 PIIBLIC WORKS
o8/o8/20o3 rs Action:
AP
RSG
Permit #: B03-0203
Status...: ISSUED
Applied. . : 08/01/2003
Issued...: 08/19/2003
Expires. . .: 02115/2004
Pb.one;
FEE SUMMARY **l{l*itta+l*+****+****'t*'}+:r*at**'ll*'l*ll+:1.:lr+'l*,},r*a*:}:}'*:}**:t**
AP
ll**allllaail!l|llltlll:tltta+llralltttl,lalilla**larrtttttiftttataatttlrrttttttlitlatatalltrartftttatta+*tratttttt+rtttta
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this struchre according to the towns zoning and subdivision codes, desigr review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
SIGNATI,]REOFO
AT OUR OFFICE FROM 8:00 AM - 4 PM.
FOR HIMSELF AND OWNEF
PAGE2
+*{.'**:},|t:|:t:}**'}tl**'t't***'t*:t*,}t|*'tt**'t*****'ttl*****'t't't'}**'}'+***tt*'t'tt!t**'}+{!'}*:}*,t*'t*|*'til!t***'t'}*!t*++{t't******
CONDMONS OF APPROVAL
Permit #: 803-0203 as of 08-19-2003 Status: ISSUED
*****'|+'}'*'3'}*!t'}'l'|t'}!t*l+**'}:l!t|'t***t}{'t**'|1*'t*'f***t*:|*'t!t***'}'t't**+*,}'t'}'}|t!t'}:t**'}+t|}{!'*
PermitType: ADD/ALTCOMMBUILDPERMT Applied: 08/01/2003
Applicant COLORADO MTN HOME PROPERTIES, LLC Issued: 08/19D003(970)926-1556 ToExpire: 02115D004
Job Address: 551 N FRONTAGE RD WEST VAIL
Location: RED SANDSTONE ELEM
ParcelNo: 210106302013
Desoiption:
GRADING FOR TEMP FACILITIES (PLAYGRD)
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENTAPPROVAL IS REQUIRED BEFORE AI.[Y
WORKCAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO cHEcK FOR coDE
COMPLIANCE.
Cond: CON0006043
Letter of Credit required for inigation and sod.
Cond: CON0006044
The fencing must be the same fencing used at Red Sandstone
Elem.
tl
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSTGNED
fllr 19 Project #: _Buitdins peJmit*l-
e70+z$'2 !4e (ini peliionpi--
NG PERM ICATION
for electrical, plumbing, mectranical, etc.!*f
INFORMATION
'f4q-stn
coMpLETE VALUATTqNS FOR BUILD|NG PERM IT Labor &
BUILDING: $ELECTRICAL: $orHER:9ilFe
PLUMBING: $MECHANICAL:$TorAL:S ,44# tf,aaa
For Parcel # Contact Assessors Otfce
FaisF-l#
_21e|_e.u 3ola.j -JJ J-UeC
fl.
'oo
*t
"t CiL -T-,[>/ar/ E,; | ; / ns Job Address:'"-"-"'--'551 N. Fr>,-,l.te Qo-o!
subdivision: !h:l ?rl^{o ?ol"hLegal Description Lot: g-!,Block:L Filing:
owners Naget. k*1ur d!^,tr ,|"ff' D B* TLIO 6^k Phone:
ArchitecVDeslgnirBf n Address:Phone:
Engineer:Address:Phone
Detailed descriot
--Na
ion of work:."on"--'=, o ,G%, =p_. *rrrqrrw wgsr--5t :cha\ 1t.!*tayrr$R1 i lr,rw rvfs. azvvWorkClass: New(y) Addition( ) Remodet ( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior (,4) Both ( )Does an EHU exist at this location: yes ( ) No (r0
Type of Bldg.: single-famity ( ) Twojamily ( ) Mutti-famity ( ) commercial ( ) Restaurant ( ) other ge
No. of Existing Dwelling U^,t.ll this buitding: ,)No. of Accommodation Units in this buildino: fi-t/
Nfrype of Fireplac Wooolpettet ( ) Wgod Burning ( ) Nrh
fotrype of Fireplac d/Pellet ( ) wood Burning (NOT ALLOWED)
Does a Fire Rtarm exist- Yes()--M'I Does a Fire Sprinkler System Exist: yesl J--Toll
*******************#.*ffi************FOR OFFICE USE ONly**+***r***r.************rrr***s***
Other
D
WailWata\cdev\FORMSV>ERMTTS\BLOGpERM. DOC 07n6r2002
Frpm: ARC 97G94&5599 To: Alison Ochs Dat.: 0r8r03 Timc: 0:52:00 A[l Page 2 of 3
Architectural Resourcs Consultants, Inc.
,Ll0 Attpllroe As. gutt'r Zm. lalldr. GO l0tot - (3Ol) aa:i,{!tO. Frr Fftla.l3.ll0t
Gregg Barrie
Project Landscape Architect
Town of Vail
1309 Elkhom Drive
Vail, CO 81657
RE: Red Sandatone Elementary School - New Playground lrrigation Letter
of Credit Stipulations
Dear Greg,
Per our conversation on August 4, 2003 attached please find a letter from lhe
financial institution of Colorado Mountain Home Properties, LLC. requesting
specific content and format for a Lefter of Credit. Please review the stipulations
below:
P Contractor will be responsible to maintain the irrigation of the area
considered the athletic field and the surrounding vegetation.
i'' Contractor must repair any damage that occurs to the irrigation system
within 24 hours of incident.
) Contractor must repair any damage to existing fencing and path leading to
the soccer field within five (5) business daye.
P Contractor must grant access to all Town of Vail and Vail Reoreation
District employees to the site for regularly scheduled maintenance. As
such, ToV and Vail Recreation District will be named as additionally
insured,
) Contractor acknowledges the Vail Recreation District will be using the
soccerfield and access to lhe field will be maintained at alltimes.
Greg, please review these stipulations and let me know if these are acceptable.
Let me thank you in advance for your prompt atlention to this matter.
Please feel free to contac{ me with any questbns or oomments that you may
have.DA
Dan Dirksen
F om: ARC 97G9rtS-5599 To: Allson Och3 Drtc: 8/8rlr3 limc: 0:52:00 A[,Pagc 1 of 3
To: Allison Ochs
Company:Town of Vall
Fax Number :479-2452
Architectural Resource Consultants, Inc.
P.O. Eox 3133 ! \/all, Cc' a165E r (97O) 949-61('(' . F.r (97O) ${9-55'99
From:ARC
Company: ARC
Fax Number : 97G949-5599
Subject : 0331 - Letter of Credit Memo
Pages including cover page: 3 Date:8/E/03 Tlme:8:51:56 AM
MESSAGE
AL l-i s on,
Attached please find the letter of creldt memo ou.l-lnlng the stlpulatlons that have been
agrccd upon with crcgg Barrj-c.
Pl ea.se 1et me know what the cost of the permi t is so that we may pick that up toclay-
Than k s
ljan ljirksen
WnFax PRO Co\rsr Pa96
From: ARC 97G94$5599 To: Affson Ochs Datc: 61803 Tlm!: A:52:q, A[,1
+ T-t{t P-001/001 F tll
Pagc 3 of 3
l0F0!-!00! ll:lr FrrfrlA i ?lofl L BAlll EtStE
HMesa Nadonsl BanksIq''KEnUBECT(Or[ESaEAN|(.COM2II EAST CtrAMIIE AVENUD
FAXCO\IER SHEET
DOIEIASf,XO?DI ISEVINBXIAECIC
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g urBrf,r g For tllrrw trtlrllrGolm|T oilIllliG?LY
a Go|l|tmrttl
lt r. Kopc!
fbrl rou for wur requgt to irrr:c e 30 dry tfO,OOo SRD&y Inwoc$le Lgw of OEdn for
rlc Torn d Vril i rill dihd to irnrc prr lirtcr if o"Ai Uy.qnnr"t L1,?Cf,,3. Ttc Lcncr of
Ordit ficc is 296, or tibOll0 If tbc To*u of v$l Eqrdrls r specific creor or fomr [c rfE I.ctIF
of Hir plcare brr: tlmofir or c-rrnrl ir ro ay rtt:dm.
TLraL fos.
T'ldr icridh ory cod coddrtdrl md/or pdrd4sd lafooedoo. lf pu rr: not lt:
icdcd ccili:t (trbr ccciwd tb ficrldb h crc) desa rdf &r rcdcr@ly ed
dcrmy eb Lcrdlr bldiug r[ cotlLr rld rucbcra. Aof rlleu6o&cd coflyb& diftlsuE a
dirdutlol of tb urarbl b drb Gccinlh ir raicdy 6rblld;c
Contideffial
*tnn Review Action r|"
TOWN OF VAIL
Category Number - {,rfrT
Proiect Name:
Building Name:
owner, Addres "^napnon", 4'y4 -rtlfry'a 1t-,/hf 4 {?(- hOtO
I
ArchitecVOontact, Address and Phone:
Legal Description: Lot _ Block_ Subdivision Zone District
ProjectStreetAaaress' f{/ A/. far"$J'e 2,{
Comments:
Motion by:
Board / Staff Action
Vote:
Seconded by:
Innnroval
fl Disapproval
! Staff Approval
Conditions:
Town Planner
t.vl.d.7fLal,l
DESIGN
t
RBYIEW BOARD It'$trAPPIJICATTON - TOT{N
DATE RECETVED:
DATE OF DRB MEETTNG:!t*t****trr*
*t**a*****r.
A.
B. TYPE OF REVTEW:
New ConstructionAddition ($50.00)
($200.00) uinor Alr.erarion ($20.00)
ConcepLual Review (90)
c.
D.
ADDRESS:
I,EGAIJ DESCRIPTION:
Subdivision l,O t.Block
If properLy is described bydescript.ion, pIelase provideLo this applicaE.ion.
a meeLs and boundson a separate sheet.
legaI
and attach
E. ZONING:
F. NAME OF
Mailing
APPLICANT:
Address:
H.
REPRESENTATIVE:
+
NAME qF OhINER(S) :
"V);i"n ffdress:
APPLTCATIONS WILL NOT BE PROCESSED ITITHOutr' OWNER'S SrGlrArURA
I. Condominium Approvat if applicabte.
.t.DRB FEE: DRB fees, as shown above,\ are t,o be paid aE the
NAME OF
Mailing
APPIJICANT'S
Address:
FEE SCHEDUL'E:
VAIJUATION
O ,1 4r .r n n ^rr|P t, 9 ^I.,, UUU$ 10, 001 - $ s0, 000$ 50, 001 - g 150, 000
$150,001 - $ s00,000
9500, 001 - 91, 000, 000g Over $1,000,000
DESIGN REVIAW BOARD APPROVAIJ EXPIRES
APPROVAIJ T'![I,ESS A BUTLDING PERITTIT ISIS STARTED.
hone 1-1b DbSO
the accuraEe
FEE- iD zu-uu
$ s0.00
$100.00
$200.00
$400.00
ss00.00
ONE YEAR AFTER FTNAIJ
ISSUED AliID CONSTRUCTION
k;cl
DRB FEE: DRB fees, as shown above,l are t,cLime of subnitcat.of.Lhe DRB applilation.LJ.me or submt_ttal.of Lhe DRB applipation. Later, whenapplying for a building permic,-plbase identify the accvaluaLion of rhe proposar. The iown of vait witt adjust, thefee according to the table below, to ensure the correct feeis paid.
,,"",",", , rnnroul "*h*r^q hHr Ela&f@
41b Ob&
rr. "*"-o"ror*C orrr*o,
IIT.
A prg-appLication.meeting with a member of Ehe planningstaff is encouraged to determine if any addicionaiapplication informaE,ion is needed. IE is the applicant'sresponsibil-ity to make an appointment, with the staff todet,ermine if there are additionaL subnittal reguirements.Please not,e thac a COMPL,ETE application will. sLreamline thereview process for your project.
'
In_addition ,t.o meeting .submitt.al_ requirements, Lheapplicant must stake and t.ape the projecL siLe toindicate property lines, building lines and buildingcorners. AII trees to be removed musL be taped. AlLsite Eapings and staking must be completed plior to theDRB siLe visiE. The applicant must, ensure Lhat stakingdone during the hrinter is not buried by snow.
The review process for NEW BUIIJDINGS normally reguirestwo separate meetings of the oesign Review goardi.a
conceptual review and a final review.
Applieants who fail to appear before Llre Design ReviewBoard on their scheduled meeting dat.e and who have nocasked in advance that discussion on their item bepostponed, will have their items removed from the DRBagenda unLil such lime as the item has beenrepublished.
The following items may, aE Ehe discretion of thezoning administrator, be approved by Lhe CommuniLvDevelopment Department sLaff (i.e. a formal hearingbefore Lhe DRB may noL be reguired):
a. vtindows, skylighcs and similar exterioJ changeswhich do noL alter the exisLing plane of thebuilding; and
b. Building addirions noE visible from any oEher lotor public space. At the time such a pioposal is' submitted, applicanrs must include lett,eis fromadjacent property owners and/or from the agent. foror manager of any adjacent condominium associationsEaeing ehe associarion approves of the addiLion.
If a properLy is located in a mapped hazard area (i.e.snow aval"anche, rockfall, ftood plain, debris flow,wetland, etc. ), a hazard st.udy must be subrnit,ted andLhe oerner must sign an affidavit recogrnizing the hazardreport prior to the issuance of a buildinq permit.Applicants are encouraged to check wit.h a-rtwn prannerprior to DRB application to det.ermine the relationshipof E.he properLy to a1l mapped hazards.
For a1l residential construction:
a. CIearIy indicat.e on Lhe floor plans the insideface of Lhe ex.terior sErucLural walls of thebuilding; and
b. Indicate wit,h a dashed line on the site pLan afour foot distance from the exterior facl of thebuilding walls or supporting columns.
If PEF approves t.he applicaLion with conditions ormodifications, all conditions of approval must beaddressed prior to the applicat,ion- lor a buildinqpermit.
A.
B.
c.
D.
F
G.
NAI'{E OF PROTTECT:
L6GAI, DESCRIPTION: I.IOT- BIJOCK SUBDIVISION
STREET ADDRESS:
The foLlowing informaLion is
Review Board before a final
A. BUILDING IrIATERIILTS:
Roof
Siding
Other waI1 MaLerials
Fascia
soffiLs
Windows
window Trim
Doors
Door Trim
Hand or Deck Rails
!'1ues
Flashings
ChimneYs
Trash Enclosures
Greenhouses
Retaining walls
ExEerior lJighEing
Other
reguired for submittal
approval can be given:
MATERIAJ,
to the Design
COLOROF
4';4;'45 h\ nr 14
Designer:
Phone:B.I,A}.TDSCAFING: NAME Of
''I 4-'
-4'/2.
t,
van Arl^f: -q
*Indicat,e caliper for deciduous trees ' Minimum' calioer
for deciduous irees is 2 i?ches.. IndicaLe heighL for
conif erous t,r
trees is 5 feet.**IndicaLe size of proposed shrubs.
5 oallon.
Square Footaqe
lr
lr
rYPE oR METHoD or ly'/rtO
EROSION CONTROL
LAIIDSCAPE L,IGHTTNG: rf excerior lishEins i:-p1o!?139:,Please
;il;:;;-"iii"i-.i-ti*u,.,t." and roiations on a separace
,r^--: s.. rral.r e i..ir,,ra . f rom the liqhtinq plani'#il.fi; ;il;:- ;e";i;;;-;ie1 ilfcq?. 1l9*^:1.:^':gl::"nii"Jil"EpilE"u"rii-;;e-;';;iae- utre l:isl:^P::: ?'1,1:' "l:::iin;t-n;i;;;#;t;;;;-.;;;;t;^'yil:*"-area and a cuc sheet
inE'-ii6tri-iiiiure. ( section 18 . s4 ' 0s0 't)
orHER LANDSCAPE FEATURES (reLainine Yu1-11: -:::"::'-:T11Ti::il;il, T;:;"";'ii3!"'"'i!"i ;;:-;;;l:l :: l::n:::"?' " ::;::l'lg*:ii : : "ffi i.d'ilili.i"Ii'"'"i i r"*i;hG lhe - f ron E^:::?.1"T
"
i :l?l'"""*i;iri"'t'Jigit";i iiri!-"ir"*i,"'" on Lhe properLv is 5'
of
of
D.
pIJAlrr *t"hr EgL.anisaLNalge "o.fro*t ouantitv Size*
PROPOSED TREES
ATqD SHRUBS
GROUND COVERS
SOD
SEED
TYPE
OF IRRIGATION
/(emtup
(yUIu,aA+S-
q4&r,sfubuloL
6fuk4
SUBDIVISION
.'OB NAIIE
IJOT FIIJING
Thei locat,ion and availability of nt,ilit,ies; whether!r,u+ lines or proposed lines, must be approved andfollowing ut,ilities for the accompanying-lite plan.
ADDRESS
U. S. west, ComhunicaEions'
1-800-922-L981
458-5860 or 949-4530
Public Service Company
949 - 5781
Gary HalI
HoLy Cross Electric Assoc.
949 - s892
Ted Husky/Michael lJaverty
HeriLage Cablevision T.v.. 949 - 5530
Steve Hiatt
upper Eagle Valley water& SanibaLion DistricL *
416 -7 480
Fred Haslee
NOTE:
Aqthorized Sianature
they be mainverified by the
'DaLe
-
4 L..1/ frM"a*-r-/f^f5
d^/?-9{
1.This form is Eolocation. Thispreparing yourinsLallations.
ri fy
shouldutility
{- YA 1(
service availability and
be used in conjuncLion withpLan and scheduling
2.
3.
6.
* Please bringobtaining Upperflow needs musL
5.
For any new conFEruction proposal, Lhe applicantmust provide a tomptet,ed utifity verificllion form.
If a utility company has concerns with the proposedconst.rucL.ion, the utiliLy representaLive should notdirectly on Lhe utility veriiication form Lhat, thereis a problem which needs Eo be resolved. The Lssueshould Ehen be spelled ouE in det,ail in an atLachedletter Lo Lhe Town of VaiL. Hovrever, please keep inmind that it is Lhe responsibiliry ot tfre utiLitycompany Lo resolve identified problems.
If the utility verification form has signat,ures fromeach of the utiLity companies, and no comments aremade direcLly on the form, the Town will presumeLhat t.here are no problems and that, the development,can proceed.
These verificaLions do not relieve the contractor ofhis responsibility bo obt,ain a street cut permitfrom the Town of Vait, DepartmenB of public Worksand Lo obtain utiliEv locations before diqqino inany public right-of-way or easement, in the Town of
.. ,,-Va.i.l. .
A street cut permit must be obtained separaEely.
Installation of service lines are at the expense andresponsibility of the property oymer.
a siLe plan, floor p1an, and elevations whenEagle valley water & Sanitation signatures. Firebe addressed.
nrc' ul! *-.=____-___. o
To: MIKE McGEE @oDD opprruH=iMEF:
PROJECT:
DATE SUBMITTED:
COMMENTS NEEDED BY:
Comments:
Landscaping:
Reviewed by:
Comments:
Firo Dcpt.:
Reviewed by:
Commcnts:
Relurn to
RA}IDT STCUDE!.
Town Planner
BRIEF DESCRIPTION OF THE PROPOSAI-:
//h;^ &--+e',-, r A/7- 64u, /14'"4,\ E Sqf
'/ru /orv' 9"4,'* /* t d"'/e /-/+< Af 7 * .^"f
ensinoerit{j, lyU( (/r,,4*'rtf
Reviewed by: -llrn' t. r*rforrrnaOatc: Inar.nqs
e<nc crorl trconcn o(\ wrs b€fio(€ \ts teuo*A'.
INTER:DEPARTMENTAL REVIEW
DATE OF PUBLIC HEAHING
Dalc:
Date:
*r{::- /^-"L I
||'
,{n
,/- :
4\lv ,' /
r-Z Ydr=tt--
)- ""
\5tt\e rar(\P
r( Vtra ranod i: to \oe bullt -
L - tb (tt6vtNnoq \\e S\rc *""C \b.:llt - I
..* C.v r er,<( - lrq lty\t'it-, I n r-anr\a\ o<e-Z )W rE y'wrae ."or?f 9oc c-o<s - rrt ttrrtih InterrdeA ose?.
Distributed to the Fire Departmenl, public Works, and Landscaping on
TO: MIKE McGEE GREG HALL TODD OPPtrt\,tHFlMEF:
RAIIDI STCUDEI{
Town Planner
Relurn to
PROJECT:
DATE SUBMITTED:/ DATE OF PUBLIC H
COMMENTS NEEDED By: tll0
BRIEF DESCRIPTION OF THE PROPOSAL:
INTE R:DEPARTM ENTAL R EVIEW
Datc:
Datc:
4a*--Date: f1r'
.4-r'O , O$V*vz-za-J
rM/v*td' ot^z4; ,-
Landscaping:
Enginoering:
Reviewed by:
Commenls:
Reviewed by:
Comments:
Firc Dept.:
Reviewed by:
Commcnls:
25'
Dislribuled to the Fire Departmcnr, public works, and Landsc uring on {/ j
.
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The ltens below
glvlng a pernlt
qnllNspecrroN' s coItPLETED\t-
oeed to be conplete before
a f1na1 C of 0.
oo
I
I
Please check off 1n the box provided.
FINAL PLI'UBING
DATE:
FINAL MECTTANICA].
I
I
I
DATE:I IMPROVEMENT SURVEY RESID. NAI'{E:
DATE:
iXLI:
I
ELECTRICAI,
:1-,fi
TEMPORARY C OF O
DATE:
CERTIFICATE OF OCCUPA}ICY
DATE:
LANDSCAPING DUEI
DATE:
\\
--"1T.:- -
-
Project Application
/tt's tu
,\
3Jz-ot 14,D^t "/-"/ r/
Proiect Name:
Project Description:
Contact Person and
'e-7-'
Owner. Address and Phone:
,lL^
Zone
-
Design Review Board
Date
Motion by:Lat'(
seconded av, Dtl Y t''-n'-;'y'
APPROVALq- dI
DISAPPROVAL
-t--1 C
,( =#,;/^./fi
on, 3/zorl q/
E statt Approval
AlrcHoRtr.sY$Ems
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't;;l\ :,i,l.-l!,.r;,j:i; ti;;t, .\,t,/ i:
li,:i i t lli.ttl.\ i it,i i t t i dl,t i l11.
High qnality nwue
u,nn' t deterirtraw li ke
traditioml raurialt.
Fnn nndat ltorder:, la lou,ering geoslnthetit
reiffirced walls, Awhor Diannnd taka
straryth and darability n nut, htightt,
YOU C,Ail'T
BEAT THE
sYslEffl.
02276lANC
Buyline 6935
ilOnl AND TONE
PRO;ESSIO]IAIS ARE
DISGOYIRII{O AIIItPottAllt DlllEnEtGE
t]{ REtAtNll{c wa1t3.
The patented ANCHOR
DIAMOND Pinless Systemc offers
all the adlantages of traditional
reainingwalls - butwith avery
imponant difference.
An integral rear [p is molded
into every segrnental unit. The lip
automatically guides each new
course - ensuring proper
alignment and a precise
s€t-back. Best ofall,
therc's no need for
mortar or pins.
That means easy
installation and long last-
ing performance - in
every conceivable design
configuration. With inside and
outside curves, 90" corners and
terTnces. In heights ranging from
one foot - to geosynthetic rein-
forced walls of mor€ than 30 feet.
And there's more. ANCHOR
DIAMOND units are non-
polluting. They never need
maintenance. And the warm
earthtones and natural, rock face
textures combine to accent the
landscape - not dominate it.
Details? Read on. From
design freedom, to ease of
installation. to enduring beauty
and performance, you'll discover
you simply can't beat the
ANCHORDIAMOND system.
BUITI OlI SOUND
ENGII{EERII{G PRI]{CIP]E3.
The ANCHOR DIAMOND system is
based on proven engineering principles
developed for gra.vity walls.
height of the retaining wall
acts to resist the loads
The
impose d on the
structure by the
retained soil.
In cases where the
weight of the wall does not
prolide sufficient resistance
against soil forces, the use of
geos.vnthetic soil reinforcement stabilizes
theANCHOR DIAMOND wall wstem to
virtually anY height.
Even with geosynthetics, therr's no
need for mechanical attachments or
mortar because of ANCHOR DIAMOND'S
int€rlocking rear lip. In short, as a gf3'vily
structural element, the ANCHOR
DIAuMOND segmental unit is ready to
provide a form for construction, to
ensur€ pefmanent erosion control -
and to serve as an aesthetic alternative
to comparatively short-lived
traditional materials.
UilgUNRlsSED
DEsIGl{ FNEEDOM.
Straigbt and Beoeled Splits mxke it
eas,v to construct cunes. 90o comers and
teffaces. All ANCHOR DItu\IOND units
can be used in the construction of inside
and outside corners
and convex and
concave curv€s
(adhesives, such as
S&10 Prl'er Bond,
should be used on
exposed partial
units).
Step Units (Optional) crnbe nte-
grated into any ANCHOR DLAMOND wall
design to add greater function, The step
lnir...r,., a 12 inch tread with a six
-inch
rise. If ANCHOR DIAMOND step
units are not immediately available, both
the ANCHOR DIAMOND beveled and
straight units may be used as shown.
In this cas€, the rcar lips should be
remol'e d before steps afe
installed.
Cap UniK canbe wed
by the desigrer to achieve a
more finished look. The use and
location of the ANCHOR DIA-
MOND cap unit is a matter
of preference. Adhesives, such as SF10
Paver Bond, should be used to secure
caps - and units should be rotated to
achiel-e wall application. Caps can dso
be cut to fit sp€cial applications.
REI]ITORGED A]ID
ilOil.NHilFORCED
REtAtNIItO WA1t3.
The use of geogrids or geotextiles is
typically not required for ANCHOR DIA-
MOND walls up to four feet high, For
walls ol'er four feet, geoslnthetics are
required through an engineering plan. In
addition, special design considerations -
such as wall geometry soil, water, sur-
charge loadings. wall embedment and
performance - may requil€ the us€ of
geosynthetics.
Geosyntbetic Corlcepts. With the use
of certain geogrids or geotextiles
ANCHOR DIAMOND can be designed to
attain virtually any height. Georynthetics
must meet certain cri-
teria. Primarilli they
must ha!'e proven
performance and
must show that the
tensioned membrane
supports a combina-
tion planar and normal compressilr load.
The propeities or design elements are
tensile modulus and tensile strength.
Please refer to the ANCHOR
DIAMOND design manual for geogrid or
geotextile placement examples under
varying conditions (slopes, soils and sur-
charges). Factors of safety used in the
manual are 2.0 for overturning, 2.0 for
bearing fai-lure and 1.5 for sliding. All data
in the ANCI/OR DIAMOND design manu-
n tt Q{ ,-..('r-
trbn*"i 5\-l "-
AFE
rl is preliminary and fbr estimating pur-
poses only. Actu project conditions
will vln' lnd final design must be per-
formed by a registerecl engincer
Anchor Vhll Systems lus conducted
a se ries of tests on Amoco. Mimfi and
Stfltrsystems geosynthetics. All of these
pfoducts are approved b_v Anchor Whll
Systems for use with the ANCHOR
DIAMOND V/all Systcm.
lYhter Pmjects. ANCHOR DIAI{OND
cln be used in rvrter proiects. Consider-
ations which must be addressed in the
design include vekrity of water impacl
ing the stnlcture, r.rpid draw dou'n
effect and ice floul To date. succcssfitl
ANCHOR DIAMOND water project
designs hal'e used a combination of
geosvnthetics for re inforcement and
filtmtion - as well as "riprap' phced
in front of the wrll to protect the
footing and "|ift" any ice . All water pro
ject designs should be performed by a
registered engineer
DtartloilD stEP DIAIIOI{D GAP
lNS.fAltAtlOltl
GUIDEIINES
SIEP l: P1AN YOUR
ANCHOR DNMOND WAII.
Before beginning excaration and
construction. document site conditions
and prepare a lalmt plan for l'our
AN(IHOR DIrl\lOND w'all. Be sure to
consicler topography drainage p;rtterns,
soil conditions and bcel building codes.
T'hc excavation sl.uu,rld take into account
thc amount of wall buried and the width
nccessary to accommodrte grrnuhr fill
or geosvnthetic system.
If you have imy quesdons conccrn-
ing the constmction of your AI\'OHOR
I)IAN'IOND n'all, contact ],our AN(IHOR
I)IAN{OND rvall svstenr representative or
a qualified engineer prior to excawtion.
SIEP 2: PREPARE ilE SUBBASE.
A solid foundation is esscntial to
ensure a well built, long li$ting ANCHOR
DLANIOND rall. Bxcavatc a trench
approxinrately 1.1 inches wide and deep
enough to accommodate the m<lunt of
buricd lllock rcquiretl. plus a minimum
of six inches of well-clraining compacted
granular fill.
. For walls under four feet
high, bury one course of ANCHOR
DLA,MOND block.
. Fur walls over fbur fect high,
consult yourANCHOR I)L{MOND wall
system rcpresentatiye or a qualified
e nginee r for the amount to burl'.
SIEP 3: ll{STAlt
THI BASE GOURSE.
Phce the first layer 0fANCHOR
DLfuIIOND on the prepared foundation.
Position cach
unit and, using r
carpentef s
lel'el, lel'el t'rom
sidc to side and
front to back.
Use a string
line to veriff straightness. For easicst
installation, begin construction at the
lowrst horizontal point of the wall.
SIEP 4: lNSrAlL
THE BAGKFI1L
Backfill with a clean, 3/4-inch minus
crushed stonc or natural agppegate fill
directlv bchind the wall &12 inches, in
slr inch lavers. Organic top soil and clay
ry?e soil is not recon nended as fill,
Fill the voids berween the ANCHOR
DI,{\IO\D units. When compacting,
be carefi.rl not to compact directly on the
02276lANC
Buyline 6935
ANCHOR
DI,AMOND units.
NOTE: It is
l'ery important to
backfill each
course as it is
installed. Because
of the precngineered offset, the wall may
have a tendency to tip backwards if not
supported by backfilling each course.
SIEP 5: INSlAlt
ADDITIONA] COURIES.
Position the second course of
ANCHOR DIAMOND units on the
preceding layer - straddling mo lower
units, and staggering the vertical foints.
No mortar or interlocking pins are
required - simply stack the ANCHOR
D1AMOND units. The built-in lip
automaticalll' establishes the required
setback. Repeat
steps4and5until
the ANCHOR
DLAI\{OND nall is
the desired height.
Step and cap units
may be used as an
option in your proiect. Contact your
local AI\ICHOR DIAMOND distributor
for arailabiliry
When installing walls mor€ than four
feet high, or walls with a surcharge or
sloped backfill, consult a qualified engi-
neer for information concerning the
bactflling procedure and proper
geosynthetic reinforLement.
NOTE: he AIICHOR DILAOND Vall Slstem can
e :ceed u'all belghts greater than tcn feet. Profession!
elgfueering nust be consi.lered lor proper deslqn
and relnforcer ent placenent o .tll u^lk ereqter
than Iour Ieet h beight.
PRODUCf llllottalloll
sPECtflGlllolls
G'ENERAL INFORJTIAIION
l^nmnro<<,r,a <rronnth 1Cn0---'psl rln
Absorotion role 7 O%nox.
Moterio composition High quolity
z9ro slump concreE
DNAMOND BMIID UN]I
D mens ons 6xl6'x12"*
l" 5.24 x 4C.64 x 30.48 cml
Weloht
130 kg)
Coveroge
^ (0 062 q/ml
5et bock
(2 85 cm)
DIAMOI{D SNAGIIT UNIT
Dimensions
68 lbs. - .
062sq fi
t t/8
6'x17.25'xl2'-
Weight
{32 ks)
Coveroge
(0 C66 sq/m)
Set Bock
ll5.24 x 43.81 x 30 48 cnl
72bs.**
Aaa "^ E
t t/B
(2.85 cml
DIAMOND CAP UNIT IOPflOMq
D mensions 3 xlZ25'x10"-
17 62x43.81 x25 4 cnlWeight 32 lbs -.
{14.5 kgl
DtA {OND SIEP UNII IOPIIOMU
Dimensions 6"xl6xl2"*
115.24 x 40.64 x 30.48 cm)
85 lbs *-
M,onufocfurer s slondord colors incluoe. our
o'e nol mi'ed 'o. q oy ond 'o-. Addi'iono
colors vory by reoibr. Cusbn colors ore
ovo loble by ipeiiol order on y.
*Dimersicr: no,,rcn, by +i li15'
i+,/ 15 mml
"Yrslg1tr " o " lig\ / b/ elo" 5oe: i hor '
rrcy vofy or clonge ii"'f oJl ro'ae
Weight
{38 5 kgl
coroRs
SANDS/GRAVEI DESIGN TYPICAI.5
I.:GEND OTES
tr-l of,uIJfu
I ;:Tiis,? iti.',fi,rflff'
l -*-,
nlPrcar 3E6tall{SURCHARG: = 25O PSF
Itttlrtttlrtttlttlllrltlll
PARI r OEl{Ettl
l.Ol SUMMARY
A. Section includes
1. Concrete unit retaining wall systems
B. Related Sections
1. Section 02200 - Earthwork
1.02 FEFERENCES
A. American Society of Testing and
Materials
1. ASTM C90-90; Hollow Load Bearing
Masonry Units
2 ASTM C666-90; Test Method for
Resistance of Concrete to Rapid
Freezing and Thawing
3. ASTM D69B-91; Test Method for
Laboratory Compaction
Characteristics of Soil Using
Standard Efiort
4. ASTM Dl557-91 ; Test Method for
Laboratory Compaction
Characteristics of Soil Usino
Modified Effort
1.03 SUBMITTALS
A. Submit the following in accordance
with section 01300:
1 . Manufactureis literature: Materials
descriDtion and installation
instructions.
2. Shop drawings: Retaining wall
system design including wall heights,
"tiebacks' and drainage provisions.
3. Samples
a. Furnish 1 (one) unit in the color and
face pattern specified if requested
by the Architect. lf approved, unit
mav be used in the finished work.
b. 12 inches square or larger piece
of geosynthetic reinforcing as
specfle0.
1.04 DELIVERY, STORAGE AND HANDLING
A. Deliver and handle materials in such
manner as to prevent damage. store
above ground on wood pallets or
9Ecflt62276: trrAtlililo wArl spEcrFrctl{
blocking. Bemove damaged or
otherwise unsuitable material, when so
determined, from the site.
1. Faces of the concrete units shall
be free of chips, cracks and stains.
1.05 EKIRAMATERIALS
A. Furnish Owner with 3 reolacement
units identical to those installed on
the Project.
PAII2 PNODUGIS
2.01 MATERIALS
A. High strength, dense concrete units,
freeze thaw resistant with rear
alignment flange providing 1 1i8"
setback from plane with each course,
"DIAM0ND retaining wall units' as
manufactured by_
1. Concrete wall units shall meet
requirements ofASTM C90-90 except
compressive strength shall be a
minimum of 3,000 psi and the
maximum water absorption shall
be limited to 7.0 oercent.
2. The concrete shall have adequate
freeze thaw resistance in accordance
with ASTM C666-90 for a minimum
of 50 cycles.
3. Color as selected by architect from
manufacturer's standard selections.
4. Face oattern: Solit face
B Geosynthetic fabric reinforcing.
Polyester woven fiber geotextile or;
polyethylene expanded sheet geogrid
for use as soil reinforcement
C. Base: Compacted granular fill as shown
on the construction drawings.
D. Refer to section 02200 for bacHill
materials.
PART 3 EIEGI'Iloil
3 01 EXAMINATION
A. Examine the areas and conditions under
which retaining wall is to be erected
and notify the Contractor in writing of
conditions detrimental to the proper
and timely comDletion of the work.
Do not proceed with the work until
unsatisfactory conditions have been
c0rlecteq.
3 02 PREPARATION
A. In the absence of compacted fill or
undisturbed soil, place a 6 inch layer of
crushed rock base over the subgrade
prior to setting the first course of
concrete unit retaining wall.
3.03 ERECTION
A. Erect units in accordance with
manufacturer's recommendations
and as soecified herein.
B. Lay each course with the lips of the
units placed against the back of the
preceding course. Pull units foruard as
far as possible. Backfill and compact
soil behind the units in maximum 6 inch
lifts. Repeat procedure to the top of the
wall.
1 . Compact backfill {each lift) with a
mechanical compactor to
_percent of standard
Proctor, determined in accordance
with ASTM D698-91, or_
percent of modified Proctor,
determine in accordance with
ASTM D1557-91.
C. Install geosynthetic fabric reinforcing
'tie-backs" in accordance with retainrno
wall manufacturer's engineering
design Coordinate installation with
backf illing operations.
3 04 ADJUSTING AND CLEANING
A. Beplace units damaged during
erection with new units.
B. Remove debris caused bv this
construction and Ieave adiacent
paved areas broom clean.-
tuttt ul
@ I 993 Anchor Woll Syslems, Inc. r U.S. Potent No. 5,062,610 . ?'DIAMOND€" ond "The Pinless System@" ore lhe reoislered kodemorks
of Anchor Woll Svstenis, Inc. . DIAMOND'brond blocks ore monufoctured under license from Anthor Woll Svstemi. Inc. . See ICBO
ES Evoluotion Repbrt No. 4952 jor ollowoble volues ond/or conditions of use concerninq moteriol presented iri this ilocument o Mirofi
is o regislered tr6demork of Nicolon Corp._o Amoco is o registered trodemork of AmocdOil Compony ..S&10 Pover Bond is o regis-
tered ridemork of Surebond, Inc. . StrotbGrid is o regisfered todemork of Shotosystems . Desigri typcols by Heid Engineenng
Anchor Woll Sysiems, Inc., 8309 Brooklyn Blvd., Brooklyn Pork, MN 55445-1-80A473-4452
RED SANDSTONE FLEMENTARY SCHOOL