HomeMy WebLinkAboutMIDDLE CREEK VILLAGE EARLY LEARNING CENTER CHILDRENS GARDEN LEGALO FLc/qgqstu
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Design Review Board
ACTION FORM
Departmert of Oommunity Devdopmert
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci,vail.co,us
PToieGt Namq CHILDRENS GARDEN OF LEARNING SIGN DRB NUMbCT: DRBOsOOOT
Project Description:
ENTMNCE SIGN MOUNTED TO A ROCK AT DRryEWAY ENTMNCE
Participants:
OWNER TOWN OF VAIL 0U12l2005 Phone:
C/O FINANCE DEPT
75 S FRONTAGE RD
VAILCO 81657
License:
APPLICANT CHILDRENS GARDEN OF LEARNINGOUT2IZOOS Phone: 476-1420
PO BOX 1253
VAIL
co 81657
License:
ProjectAddrcss: 129 N FRONTAGE RD WESTVAIL LocaUon:
129 N Frontage Rd Middle Creek Village
legal Description: [ot: Block Subdivision: MOUN|TAIN BELL
ParcelNumber: 210106400002
Comments: see@nditions
BOARD/STAFF ACTION
Motion By: Action: SIAFFAPR
Seond By:
Vote: DateofApproval:01/14l2005
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).
@nd:201
DRB approval shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: Matt Gennett DRB Fee Paid: $53.00
Sign Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 97 0.479.2L39 fax: 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design reviear must receive approval prior to submitting a building
refer to the submittal requirements for the particular approval that is requested. An
cannot be accepted unUl all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Descri of the Request:
Location of the Proposal: Lot:_Block:_a{ ora^-*-a r'1
Physical Address:
Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:
Name(s) of Owner(s):
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
REeEfm
./AN I 2 ijlii5
Aol0v
V^)
Mailing Address:
Phone:
E-mait Addre ss xlalax\ lO &hdt'Wil. rmtax:
Type of Review and Fee:
tr Signs
tr Conceptual Review
fl New Constructiontr Addition
n Minor Alteration
(multi-family/commercial)
E Minor Alteration
(single family/duplex)
C Changes to Approved Plans
tr Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction ofa new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, tvindow additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Sbff or the
Design Review Board.
No Fee
SUBMITTAL REQUIREMENTS
General Informatipn
This application is for any sign that is located within the Town of Vail. Specific requirements are available from the
Department of Community Development.
I. SUBMITTAL REQUIREMENTS
B.
a
E.
F.
t=
H.
I,
J.
K.
L.
lA { {4/vu+r'/^ V^.
Written approval from condomlnium uttotiLtion, landtord, and joint owner, if applicable.
Name of Business:
Building name and physical address:
Type of sign (check all that apply).
FFreestanding Sign
trWall Sign
trHanging / Projecting Sign
trDisplay Box
trDaity Special Board
njoint Directory Sign
FSubdivision Entrance Sign
deuitoing Identificatlon
tr Mural
tr Wndow Sign
tr sign Program
D Gas Filled/Fiber Optic
D Temporary Sign
! Other
I
Number of signs proposed: I Number of signs existing:
Sign and lettering dimensions For each proposeq slgn (attach a colored scaled
*"= rr, 2#' til K 19" *f
Sign message:
Length of business frontage:
Height of sign(s) from grade:
proposed location of sign(s)):-
g&VWzrl-
indicating the
Materialsand colors of sisn (aftach sanpleit fuL/U ilfuWl-?
Sign lighting ptan: WtrMIz U
Indicate type, location and numb€r of fixtures.
Include height above grade, lumens output, luminous area.
Attach a cut sheet for each proposed fixture.
Drawings showing how and where the sign or awning will attach to the building and how the awning
will be constructed.
The Administrator and/or DRB may require the submission of additional PIans, drawings,
speciRcations, samples and other materials (including a model) if deemed necessary to determine
whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly
indicated.
d understand the above listed submittal requirements:
tr
oo
N.
I hav
Project Namel
Contractor Signature
Date Signed
nLlA9/2a85 ggtgs s?a4iql? _ _ABC SCHML PAGE gL/42
ffi'rl
ru',1c;oore
I
nondal, JanuarY l0' 2009
ro I vaterie
con4ony I chuaren s carden
From lAnselo
Venldi
Re I mddle'creekPlaque
et
Valerie '
Here is a revlsed Proof of Your sign:
tze -
matc'iol -
qq-
cplors -
€ott -
24"W x l8"h
bronze plaque
I pc :: single sided 16'
bronze & black
$ 8!t0.00
+ shiPPing & Installation
The sign will consist of r cast, bronze plaque
3imilar to dre on for tlre Mlddle Creek
complcx All black areas that you see hcre
wilt ie recessed, all bronze will be raiscd and polished.
Please review tlrls and let me knorr how you'd llke to
proceed. lf you have any questions or concerns, Please conact m!'
TOWN OF VAII-
DESICTI I]EVIEW
Thanks . sT " .'l\/AL \Angero
r. i.,-- r /tl /o r . 'DATI /,.2 si.,. >=gil/-{kL' ur-\r-'
Frcof and ipecif,cations accepted;
In order ro ensure the best servlce for our cu$omers, we ark th you complete thls pre.production checklist^ Please review
ur proof for accurecy of spelllng, colors, size & conunt . mark yer lf lt lr corroctn no if lt ls not Once signed-o$ or1 errors &
their correc on are dre customers rcsponslbility. :: lmtgas shown ere repre3entadons only. The proponions. colon and
clarity may vary on actual producg depending on mrthod of f.abrlcatlon. lf you are unsure of anythtng please call to discuss.
YES NOtrtrtrtrtrtr
YES NOtrtrtrtrEltr
All .onc+s & derlgar orc the prcjerty of IGS ond saanot br .rrsd wrt rorrt wn?en conrera
/1,lfubQ*L
Design Review :Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel:970.479.2139 fax:970.479.2452
web: www,vailgoucomwi,ifi.$trT [E\,ELtrFt El$
Project Name:
Project Description:
Participants:
OWNER TOWN OF VAIL
75 S FRONTAGE RD W
Project Address:
CHILDRENS GARDEN OF LEARNING
Legal Description: Lot: 1 Block Subdivision: MIDDLE CREEK
Parcel Number: 2101-064-0900-1
Comments: seeconditions
CHILDRENS GARDEN OF LEARNING DRBNumber: DR8060204
FD( GMDING, DRAINAGE, RETAINING AND RESURFACING ON THE CGUS PI-AYGROUND AREAS
06/01/2006
VAIL
co 816s7
APPUCANT CHILDRENS GARDEN OF LEARNING06/01/2006 Phone: 476-1420
129 N. FRONTAGE RD. W
VAIL
co 81657
Location:
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: SIAFFAPR
Date of Approval: 06/01/2006
Cond: 8
(P|-AN): No changes to these plans may be made without the written @nsent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: Matt Gennett DRB Fee Paid: $250.00
Application for Design Review
Departnent of Community Development
75 Sou$ Frontage Road, Vail, Colorado 81657
tel: 970.479.2L28 tax: 970.479.2452
web: www.\ailgov.com
General Information:
All projects reguiring design review mu* receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Deparbnent. The
project may also need to be revierrlred by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
44si inin
'vt
,"*rrrrron, (n'e)clle Uea'LLocationoftheProposal: Lot: I B!ock:-
Physical Addressl L f\) ,Ut't/
Parcet No.: L)olo6 t{ o9 oa I (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
0f
0,Lst,
Zoning:
Mailing Address:
Owner(s) Signature(s):'-
Name of Applicant:
n
@t@r
o
,t
No
{,
tr
tr
N, Pro 'an/ Lo
Phone:
Type of Review and Fee:
\n - Signs
W Conceptual Review
6 ru"* Constructiontr Addition
$so
No.Fee
$6s0
$300
$250
$20
Plus $1.00 per square foot oftotal sign area.
For construction of a new building or demo/rebuild.
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landraping, fences and
tr ;;;nt?ena;'
(single-family/du plex)
Changes to Approved Plans
Separation Request
--'...--.-.-
Minor Alteration \
( multi-fa m ily/com mer ci{,./-'---* =/
retaining walls, etc.
$20 For reviiions b phns already approved by Planning Staff or $e
Design Revian Board.
No Fee
Name(s) of Owner(s):
Mailing Address:
f"r,
riiiiiil'ilTZ o,*
urx:r,tngoat[ (r' t
Ptanner: n (2
tttll|!,
Pam Br-andmeyer
Assistant Tovm Manager
75 SouthFrontageRoad
Vail, Colorado 81657
May 1,2006
DearPam:
We appreciate you taking the time to leam about The Children's Garden of Learning's goals for
improving the condition of our outdoor play area Outlined below are the main areas of concern:
Geotechnical Issues
Our foremost concern stems from the flooding and hill-side erosion that is happening in the
children's outdoor play space. The lack ofproper planning for drainage has caused us to literally
watch our sgrfacing wash away with each rainstonn and winter thaw As a result, the ground is
quickly deteriorating and is increasingly unsuitable for the children to play on In addition, we
have firture concerns of this erosion causing our playground equipment to become unstable. To
add to our ooncerrs, we ate also seeing pooling of water, large gaps under the fence, as well
exposed foundation on the northeast side ofthe building'
The specifics of the problems in this regard are clearly outlined in the attached report provided
by LKP Engineering, Inc., whom we asked to assess the outdoor area of the school. As you will
see, retaining, grading, and drainage work has been suggested in order to properly address these
problerns. We have also attached some photos which were taken just weeks ago.
The outdoor ground conditions not only impede the children's ability to play outside safely, but
theyjeopardize our ability to maintain our neoessary State licensing accreditation and
concurrently be in compliance with our lease agreement with the Tovm of Vail.
After reviewing the original site plans and speaking with civil engineers, it is unclear to us
whether or not The Children's Garden of Leaming wiil be held financially responsible for fixing
these issues.
Playground Surfacing Issues
We have had numerous concems and complaints voiced about the surfac€ of the playground.
Mortar sand, instead of playground sand, was erroneously dumped in the playground during the
constuction phase ofthe school. ConsequentlS due to the consistency ofthe mortar sand' the
surface of our playground compacts as hard as concretri, providing ae imFact absorption should a
child fall outside. This is both a safety conoem and licensing pmblem for the school. Secondary
to that is the fact that this type of sand consists greafly of dirt which seerns to find its way into
our facility on a daily basis, creating an unnecessary mess and additional wear and tear on the
school.
Although we understand that any firther work to the playground surface is now the exclusive
rcsponsibility of The Children's Garden of Learning, we have yet to leam rvhat costs will be
associated with fixing this issue. We imagine this'depends greatly on tlre recommendations made
by the engineers and architects. Nevertheless, our goal will be to re,move the mortar sand, or
' cover it with another surfacing solution as soon as possible. Upon a cursory review, both
engineers and architects have stressed the importance of implementing drainage solutions first
before any additional work shouldbe done.
Shade
We are required by the State to provide ample outdoor shade for the children. Currently,
adequafe shade stuctures do not exist and the playground gets dircct sun exposue throughout
the day. The te,mporary shade struchres that we bave been using either fail to provide enough
shade, or do not hold up well in windy conditions. To that end, we are interested in researching
alternative, pennanent shade solutions for the playground tlnt satisry both State licensing
requirements and Town of Vail Design and Review Board requirements. We are hopeful that
Toum of Vail and the Design md Review board will help us in approving proposed new shade
stnrctures that not only will be wi+hin our budget but attractive and sturdy - a great improvement
over what currently exists.
Playerormd EquipEn€nl
While our mein pnorif is to address the aforementioned issues, we also hope to eventually
upgrade our playground equipment to be more reflective of tle quallty of our building and our
program. We realize with the enormous costs in front of us that we may be years away from
attaining this goal. However, aftEr our initial convenations with civil engineers and landscape
architests we realize that we really must "begin with the end in mind" as playground equipment
can often have specific requirements for inscallation and safety. This is best addressed by
planning for the equipment before construction begins ia order to save time and money in the
future.
The Toum of Vail was quite generous to provide us with zuch an attractive and well-maintained
building in which to house our quality childcale program. For this opportunity, we are very
thankful. The facility, itself, has truly raised the bar and expectations ofour school and the
comnunity. We feel we ar€ meeting these orpeccations by continuing to offer a first-rate early
childcare program within the town of Vail. In doing so, we have also managed to create a stong
sense of community and pride among the parcnts, staffand the children rryho currently atte,nd the
school.
However, the one area where we fall dangerously slnrt is, agai4 in regard to the playground.
Simply, it is not meeting expectations and does notreflect the same quality and standards found
within the facilrty itself. As it stands today, the playgormd poses numenrs red flags and
threatens our ability to continue to operate as a fully licensed facility in the State of Colorado.
We can not allow this to happen, given all the hard work and resources that have already been
invested in building thb magrificent preschool.
, The 'fix" is clearly a large task, which we are unable to tackle without a team effort between
engineerg landscape architects, Toum of Vail, the Desip and Review Board and the dedicated
stafr, board and parents of Children's Garden of;Ireaming.
The Children's Garden of Learning is rutderptandably very concerned about the costs that will be
associated with fixing our playground. As you know, we ar:e a non-profit school that relies
mostly on donations and student nrition to operate.
While we have been fimdraising to help support some of the costs for new playground
equipmenq we did not anticipate having to address retaining walls, drainage, grading and
resurfacing issues at the school. This, we imagine, will be a huge financial burden, and one that
we are not yet sure how we will address. We are hoping the Tou'n of Vail will be able to assist
us, not only tbrough an efficielrt construction/design approval prosess, but also with a creative
way to address the financial impact this will have on the school.
Given the complority of this projecg we are eager to work with the Town of Vail, the civil
engineers, and the landscape architects toward developing a complete plan desiped to address
the ground iszues, surfacing issues, and future installation of quality playground equipment. We
look forward to discussing this with you in further detail md are confident in our combined
ability to v/o* toward firrther impr,ove,ments.
Best Regards,
Robin O. Hender
Director
Kathy Reed
Assistant Director
Engineeringo Inc.
CIVITIGEOTECHMCAL
April20;2006.
Ms. Brielle Stockton
Board Director
Childrens Graden of Learning
129 N. Frontage Road
Vail. CO 81657
RE: Consultation -Playground drainage/grading
Childrens Garden of Learning
129 North Frontage Road
Town of Vail
Eagle CountY, Colorado
Project No' 06047
Dear Brielle, Robin and KathY:
At yoru request, on April 14' 2-009'y'vifted The Chilclrens Garden of Leaming at 129
North Frontage nooa, roil iivo1, gugr. county, cororado. The purpose of our site visit was
to observe the ptaygro"o; **'" 'nl ""tt
of me b'irdfi' *a ptouia"iecommendations for
conecting the irainage and grading issues'
During our site visit we obsewed the general gadiry of $e' sift'lhe surface of the
playsound consists "f d;k;;;;;f; r*dil'rr? *i*i*"ded ditches and potholes filled
with mud and water *";;;;;. dere is a high *o*a ugui"rt the ngrth;ast comer of the
buitding, which is
"1r",
;:;;;;;;t;;;';;rth' ot"f*qg ol:'P1-lt"n point is at the
northeast comer of the Juygro*a rne ptaygrountl'is i"-"n"ea it'' At about tte middle of the north
side of the playground, iiSr|'t.l ata;;"-d1;;. rtr" o.anug" ditch is acontinuation of the
drainage swale on ttre nirtfr-siae of ilr" oi,rilairrg. Thit;;;g" swale collects surface runofffrom
the h'lside uuon" *o ti"L""ni, uri"g di."h*;;;d;ifi" r"n"" 1nd throueh the middle of
the playground. rt,*' *''o"gf' uo "'oafr "h-":i f; "b"ut
l0 to 15 feet' and than it forks to two
channels. one of the cnannet"s is continuing roottt *a the other one is going to the east'
Furthersouth,neatthesoutheastbuildingcorner'thereisacontrolboxandagasmetor.
fn"
"orruoiUox
was sitting in a pothole filled with water'
ontheeastsidqofthefencetheslopedropsoffrapidly.Alargeportionoftheeroded
sand from the praygror.in-rr;;; rhr ri;;; ;" th;'iltd" ii*t" i""""' Th"te *ete small boulders
and planks of wood d;i;i*; U^" oitt. f"t"", "t "
t.f"shift barrier to stop the erosion'
ltisourrecommendationtohavetheareaoftheplayground.and'thesiteimmediately
above the playground redesigned. rn. propor.i-ni*-gtioinfplan should incorDorate' a two-tier
retaining wall with a U"nct,6rt*"rn ttti t*o ,.grn."ti"fit'J*Al' similar to the construction and
material of the retainin! *"ff "",ttt
west siOe. o'itfre fuitaiog' A drainage swale should be
constructed uuorr" tt
"
i.i1.*:l"d *"rir i" i"i.tr;pr -d dlvert the surface runoff from the
hillside above. The discharge point of the.runotril"';il;*ay fro1the playgound' once the
runoff from above the site has been contained, thJpruvg.*a area should be graded with a
P.O. Box 2837, Edwards, CO 81632' (970) 926-9088 Tel' (970) 926-9089 Fax
gentle slope to provide suitable playing area for the children in terms of slope, and to insure
i"i.t.*"nnorr ,anrarlr"J,no*-Jrt generated from the playground itself. we alsot
recommend a more d*"b;;;;d cover-for the playground and less susceptible to erosion' A
sand box can be created ;;;;;Fi;n of the ptaygro-una to accommodate the needs of the
establishment.
Roofrunoffshould be collected in gutters and discharged into below grade drains to carry
the runoffoutside ofthe playground'
ional GeotechnicalThis report has been prepared according to locally accepted profess
engineering standards ror simitar methods of testing and soil conditions at this time' There is no
oti"t ***ty either expressed or implied'
Ifyouhaveanyquestions,orneedadditionalconsultationanddetailsforthe
improvements, please do not hesitate to call'
Childrens Garden of Learning
Page 2- hojectNo. 06047
April 20,2006
Sincerely,
LKP ENGII\IEERING' INC.
J IWP I 2-LKP\06047drainage-cons.wpd
uiza Petrovska, PE
LKP Engineering, Inc.
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Design Review Board
ACTIOH FOR]TI
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel:970.479.?139 fax:970.479.2452
web: $,ww.vailgo%som
Proiect Name: CHILDRENS GARDEN PLAYGROUND
Project Description:
Participants:
owNER VAIL COLOMDO MUNICTPAL BLDG03l02l2007
75 S FRONTAGE RD
VAIL
co 81657
APPUCANT VAIL COLOMDO MUNTCTPAL BLDG03|02|20O7
75 S FRONTAGE RD
VAIL
co 81657
ProJectAddress: 75 S FRONTAGE RD WEST VAIL
CHILDRENS GARDEN OF LEARNING
Location:
Legal DescripUon: Lot: A @B Block 5D Subdivision: Vail Village Filing 1
Parcel Number: 2101-064-0000-3
Comments! SEE CONDmONS
DRB ilumber: DR807ffi64
RNAL APPROVAL FOR A MINOR ALTEMNON FOR AN ADDMON OF PLAYGROUND EQUIPMENT
ATTHE CHILDRENS GARDEN LEARNING CENTER
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approvah O3lO9/2007
C.ondl 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate re\riew committee(s).
Entry: 0310912007 By: RLF Action: COND The applicant shall makh the
material of the proposed shed to the wood fencing material.
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: 113
All development applications submitted to the Town after the effective date of
Ordinance 26, Series 2006 shall be subject to the pending employee housing
regulations in whatever form they are finally adopted; provided, however, that if
the Town fails to adopt the pending employee housing regulations by April L5, 2007,
this Ordinance shall not apply to such development applications.
MCHEL FRIEDE DRB Fee Paid: $250.00
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rOffiY OF VAIL
75 SouthFrontageRd.
Vail, Colorado 81657
97 0 -47 9 -2t3 8 / 47 9 -2139
FAX970-479-2452
March9,200'l
Robin Henzler, School Director
Children's Garden of Learnins
129 North Frontage Rd
Vail" CO 81657
Sent via faxto (970\476-2377
Re: DRB07-0064
Children's Garden of Learning
Lot A-B, Block 5D, Vail Village l'r Filing
Department of Community Development
Dear Ms. Henzler,
It was a pleasure to speak with you today on the phone. As discussed, I have staff approved your
design review application for a minor exterior alteration at the Children's Garden of Leaming.
Attached is a DRB Action Form to confirm this approval. The approval comes with a conditior;
that the applicant shall match the material ofthe proposed shed to the existing wood fencing
material.
If you have any questions or concerns, please feel free to contact me via phone or email.
Rachel Friede
Planner, Town of Vail
(970)479-2440
Rfriede@vailgov.com
Attachment: DRB Action Form
Best,
Minor Exterior Alterations
Application for Design Revie
Deparbnent of Community Development
75 Sou$ Frontage Road, Vail, Colorado 81657
tel: 970.479.2t28 fax: 970.479.2452
web: www.vailgor.com
General Information: L.*. q . ! v, yr
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular appmval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Deparfnent, The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Ilesign review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Location of the Proposal:@ subdiuirion
Physical Address:
parcet No.: ?o I o6 (f a oooS (conract Eagte co. Assessor at 970-328-8640 for parcet no,)
Name(s) of Owner(s):
Mailing Address:
Phone:
Owner(s) Signature(s t,ltt.,
Name of Applicant:rtt
Mailing Address:
Type of Review and Fee:
tr Signs
tr Conceptual Review
E New Constructiontr Addition
Minor Alteration
(multi-family/commercial)
Minor Alteration
(sin gle-family/duplex)
Changes to Approved Plans
Separation Request
Fjlr r/En
2? 2001 a
OF VAIL
FEB
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$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvemenB, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, sucir as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
t'
MEC- 645-1 0 Earl
"Just my size" themes offer a wetcomft
atmosphere for younger chitdren. Ptayr{
structures made to their scate tetts then
and just right, as you are"
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F :erEQiEg!ttril3tProdud d.v.loFrrnt ir sn dr !oln! Fb<?rs. Foi thls i!.roi !,,€ l!sa|1l thc dtttt to t ||
moditicatlons In the form ot produci lnprow'rtrnB In .l{ our p|ldrctt.
Equipment must be instatted over re5itlent gurfacing appropriat" to tlrr sfcty
,J"' MEC-645-10 EarlyWorks
Highest Designated Play Surface: ::,":,
7'-5" l74cm
Hours to Install: 12
Footing: In Ground Posts, Concrete
Ground Level Play Event:
/
MEc-64s-10
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16',€"
503ctn
Pro4rct dcrralopm€nt kan m iolnt proccr6. Fqtilt rlrrq| rva ttaaffa ito |il* tc tdr.
modlfic.tims in the lotu o( product lntro\,rirntr In all ola prld|cla.
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MEC-695 Haven
Best User Age: 2-5
Estimated Capacity: 15-18
Space Required, lncluding Use Zone:
30'-0" x 23'-6" /914cm x716cm
Highest Designated Play Surface:
6'-6" / 198cm
Hours to lnstall: 15-18
Footing: In Ground Posts, Concrete Required (est: 16 cubic feet)
wII
F
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Elevated Activities:
BigTube Tee with Bubbte
Doubte Stide
Rock Ctimb
Xytophone Enclosure
Accessible Features:
6"-8" Transfer Steps
Transfer Point
r " ?Ltle3
C=LF
MEC-695
BIGTUBE TEE
WTH BUBBLE
o
Other Features:
Ptayhouse Roof - Q'll " he,qhf
T
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716cm
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XYLOPHONE I
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Product development i! ah on going process. For this reason we reserve the rfght io make
modificaijons rn the lorm of product improvem€nts in atl our prodtcts.
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30'-0"
914cm
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Scale: 1/8" = 1'
--_-------+l
ADA ANALYSIS
tt€vrted Acc.siblc Ground_LeveL Ground_Level
Actlvitles El.vatld Activtti6 Activities Play Types
4400
RGqdr€d 1 1
Equipment must be instal{ed over resilient surfacing appropriate to the safety guidelines for your area.
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BigToys Color Choices
Children's tastes are more refined than ever and their sense of color is no
exception. BigToys "cotor environments" are designed to provide a range
of pleasing color combinations that are atso interesting to kids.
Attcotor combinations are avaitabte in both conditioned wood or
recycled steet and ptastic structuratsystems.
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CoastaI
Woodland
EarlyWorksil
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S1-8 Sincle Bav To-Fro Swine 8' Beam
Our.mefol-swings will complete your ployground. With two seols
oer bov, vou con desion vour swino to occommodote os monv
ihildreli 6s vou wont.5*inos ore o"voiloble in red. lioht oreeri
ond periwinlle colors to coirplement other BigToyi eluip'ment.
Age Ronge: 2- 12
Copocity: 2 children
Hours To lnstoll: 4
Spoce Required: 32' 0' x27' 5' / 9/5cm x 836cm
Highest Designoted Ploy Surfoce: 7' 10" / 239cn
S2-8 Double Bay To-Fro Swing 8' Beam
'', Spoce Required: 32'0' x37' 11' / 975cmx I l56cm\r, Highesf Designoied Ploy Surfoce: 7' 10" / 239cn
S3-8 Triple Bay To-Fro Swing 8' Beam
AgeRonge: 2-12', Copocity: 6 children
",. Spoce Required: 32' 0" x48' 5' / 975cnxl476cn
' Highest Designoted Ploy Surfoce: 7' 1Q" / 239cn
51-10 Single Bay To-Fro Swing 10' Beam
AgeRonge: 2-12
Copocity: 2 children
Spoce Required: 40'0" x28'8' / 1219cnx874cn
Highesl Designoled Ploy Surfoce: 9'7" / 297cn
S2-10 Double Bay To-Fro Swing 10' Beam
AgeRonge: 2-12
Copocity: 4 children,, Spoce Required: 40' 0" x 39' 2' / I 21 9cm x I I 94cm
\,. Highesl Designoted Ploy Surfoce: 9' 7" / 239cn
53-10 Triple Bay To-Fro Swing 10' Beam
AgeRonge: 2-12
Copocity: 6 children
Spoce Required: 40' 0" x 49' 8' / l2l9cm x l5l4cm
Highest Designoted Ploy Surfoce: 9' 7" / 239cn
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BigToy:' i ,r r,,'l orksf'ptay equipment pays
special :,'. "'i,' n to the growing needs of
pfeschr,, ' chitdren. By creating designs
especiatly for chitdren ages 2 to 5, BigToys hetp
nurture chitdren white encouraging them to
cha[[ense themselves.
We don't down-grade EarlyWorks materiats
just because it's intended for younger kids.
0ur early chitdhood systems are constructed
of the same conditioned wood or recvcled
steel and ptastic components as our
BigToys school age equipment.
t( 640 t0 At(tsst8t[ .tt 640
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Enclosure with Xylophone
o2006BigToys www.bigtoys.com 1 .866.814.8697
Turfle.M l24P
The stolwort Turtle when ploced next to
the Robbit will inspire loods of fun theme
ploy. Although this porticulor Turtle is
definitely nol o ''plodder", ii will still
toke on the Robbit in o rqce.
v+
(Lv(-
The photo shown is for concepluol purposes only.
Pleose refer io ihe rendering for octuol product represenolion.
Doisy . M l28P
Some eorly lessons in shoring ond cooperolion ore lought on o Doisy spring
toy. Up to four children con ride on lhis compoct ond efficient little flower,
but even one child con hove fun leorning qbout bolonce ond movement.
Kids will hove o "Doisy" of iime either togefher or on their own.
1'1',
[32 cm]
TECHNICAT INFORMATION
Drogon .tri ll3
Besl usr oge: 2-5 yeors
Spoce tequircd, indudng uso zone:
l3'3' x146' / 398 x 441 cm
Highesf dedgndbd phy surioce:
1'5'/ 42cm
fo|o| Soisfy Zone Ano: 16l ff/ 15 m'?
Foofing:
2' ''62 cml inground sleel onchoring.
Surfoce inslollolion olso ovoiloble.
il7P
B€sl usgr ogg: 2-5 yeors
Spoce rcquhe4 hduding us€ zone:
l3'4'x l4'4" | 4O7 x436 cm
High€st d€signoH ploy zurbce:
1'5' | 42 cm
bfol Sciefy Zone Arco: 164 fl'l15,2 m'?
Foolirg:
2' 162 cml in-ground steel onchoring.
Surfoce instollolion olso oroiloble.
EquipnEor must b! insbll€d 0.16r re3ili6nl so.locing oppropriob b $. loldy
g0id6lin€s in your or€o.
Producl d€\€lopmenl i3 on ongoing proc€ss. For lhis raoron we reserve tfie right
to moko modiffcofons in fie lcm of podrr imporem€ols in olloor prodods.
IPEMA
EMEEF
f
I
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I z-J
| [68cm]
14'4' I
[436cml I
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1'.4" [4lcml
z-.--I-.-\/. I\,/l\
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[183cm] \
g[ ,"t"'t-]
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moments
l<_ 13'-3" I398c
1 .3" [37cm]
.--_-_--.ti
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2'6'
[75cml
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[,l41cm] |
6.
M 113P
161 tt2l 15 nf
''l'-5"
'42 sn
Scole: l/8"=l'
Robbit.M
6l
F_13'-4" !!07cmF-_, -t
M 117P
164 rcl15,2 trf
'1'-5',
'42 cm
Scole: l/8"=l'
* Highest Designotod Ploy Surloce
Intormotion on highcd &signotcd ploy surlocc os wcll
os 3poc6 requircd i5 occording ic ASTM 1487- 01.
KOMPAN.conr (8OOl 4164788
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TECHNICAL INFORMATION
Turtle t24P
Besi user oge: 2-5 yeors
Spoce rcquired, including use zone:
13'4" x l4'4" / 407 x 436 cm
Highesl designotied ploy surfoce:
l'5" / 42 cm
Tofof Scbty Zone Arco: 172 ft'?l16 m'1
Footing;
2' 162 cml in-ground sfeel onchoring.
Surfoce inslollotion olso ovoiloble.
Doisy.M t28P
Best user oge: 2-5 yeors
Spoce required, including use zon€:
15'3" x 15'3 / 466 x 466 cm
Highest designoled ploy zurfoce:
1',5" / 44 cm
Tofol Sofety Zone Areo: 183 fl?/ 17 m'?
Fooling:
2' '62 cml in-ground steel onchoring.
Surfoce inslollolion olso ovoiloble.
EquLpmeni mlsl be insralled over resilient surlo( ng oppropriote to the solet/
g!ldelnes in yoJr oreo
Product development is on ongoing process. For this reoson we reserve rhe right
to moke mod ficotions in $e lornr of producr improvements n oll our prodlcts.
2- [6ocm]
.
r -r'l= = =- - \l==
rA1.ml
L
2'-4"
[70cm]
u'-+' I
[436cm]
.MI
13 -4" [407cm]
1'-4' I41:ml
z----r--:'.|\
I
2'-8'
Scole: l/8"=l'
-t M 12qP
172 ft't16 m'
'1',-5'
'42 cm
11 10" tao"tl
[40cm]
15 -3" [466cm]
3 -3" [100cm]
Scole: l/8"=l'
.' M 128P
1A3 ft?t 17 m'
,44 cn
CC
Z6:I
i a;
. Highen Des gnoled Ploy Sr:rfoce
Inlormotion on highest designoted p oy su.loce os well
os spo€e reqlired i5 cc€ording to ASTM 1487 01.
KOMPAN.com 8,OOl 425-9749
KOMPA#
mo/nenfs
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6'
[183cmj
tlH.
FI
6
[183cm]
I
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Scrombler . M l30P
Here's their chonce to ride like the wind.
Children will nol only get plenty of exercise
on this exciting Scrombler, but $ey will role
ploy "molorbike cops" ond "dirt biking" for
long periods of time. The Scrombler hos
plenty of room for two if o pretend rood
hip is in the plons.
The photo shown is for conceptuol purposes only.
Pleose refer lo the rendering for octuol product represenolion.
You ond Me . M 164
The You ond Me is iusi the right
size for little ones frying out their
"shoring" skills. Shoring con oe
difficult ot first but procticing con
creote good hobits ond the You
ond Me mokes shoring o blost.
The seols foce eoch other to helo
promote sociol ploy, bul if there
should ever be o follingout
beiwixt the two, then one con
ooerote the You ond Me
"oll by myself".
The photo shown is for conceptuol purposes only.
Pleose refer to lhe rendering for qcluol product represenotion.
t
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a
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oo
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The photo shown is for conceptuol purposes only.
Pleose refer to the rendering for octuql product represenolion.
Mermoidt Fountoin . M 590P
The siren song of the Mermoid's Fountoin leods
kids into o world where woter rules. The bright,
fluid colors ottroct kids to come ond splosh ond
ploy with the pipes, bosins, lubes ond spigots.
With iust o light touch on the flower-shoped bufion,
kids con stort lhe lountoin flowing. The duol level
toble ond bench design ollows for plenty of room
for children of oll ooes ond obilities.
Woter Ploy Module . M 587
The odjustoble height woter bosin is filled with
opporlunity for fun. The funnel ond shollow bosin
offer children o storling ploce for oriistic ond
imoginotive endeovors.
46
TECHNICAL INFORMANON
Ployurorks . ful 582P6r
8est user oge 2-5 yeors
Spoce requile4 indrding use zone:
22'5" x23'/ 682x702cm
Hgh€sf d€slgnot€d ploy rurfoce 2'll" / 90 cm
Tofol SoiEly Zone Atw: 371 ff/ 35 m'
Footing: In-ground posis.
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rnornents
"?i'"tt
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rJ'oi$r ----r
23'
ft02qnl
\e'lrroi^-r -f
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[3.j6cm]
I
IL
M582P
371 ff / 35m,,2-11"
'90crn
Scole: l/8"=l'
2',-1'1"
5'€"
[164cml
i';,rfr*'
' High.sl DejgnoEd Ploy Surloce
Inkrmolion on higfi.lt d6signotod ploy rrfoce ar wCl
os spoce rcquired ir occording lo ASTM 1487- 0l
KOllPAN.corn (80O){26-9788
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EquipnEnl must b€ in3iclled over rcsilienl surbcing opProPriob lo lho $fely
guidolin93 in your oreo.
Prodod dcvelopmenl is on ongoing Proc.ss For $i5 r€oson t€ ros€rve fic .jghl
to mole modiftcofons in tfic kxm o[ produa improwmgnti in oll our producls.
IPEMA
EMEEF
Ebvaid
Activitier
Acccriblc Elcvafcd
Activilicr
Ground-lcvcl
Acliviticr
Ground.levcl
Plcy |}pcr
6 6 o o
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.TECHNICAT INFORMATION
Mermqid's Fountoin .M 590P
{w, r
Besl user oge: 2-5 yeors
Sufficient spoce sholl be provided between oll
odiocent slructures ond individuol ploy equipmenl
for lhe purposes of ploy ond circulofion.
Foofing: In-ground wooden legs ond steel poles.
Surfoce inslollolion olso ovoiloble.
The delochoble bosins ore supplied wilh
choins lo prevenl them from being removed.
Equipmenl musr be inslolled over resiienl s!rfocing oppropriote to the sofei/
guidelines in yo!r oreo.
Prodvo developmenl is on ongoing procesr For this reoson we r€serve fie righr
ro moke modilicolions in lhe form o[ product improvements in oll our producrs
Woter Ploy Module . M 587 [159cm]
Best user oge: 2-5 yeors
Sufficient spoce sholl be provided between oll
odiocent slructures ond individuol ploy equipmenl
lor lhe purposes of ploy ond circulotion.
Foofing: In-ground steel poles.
Surfoce inslollofion olso ovoiloble.
- 7 -3'
1221cmlIArA/ \ \t{91 \
1'6+i.r fLffit V,'#
M59OP
Scole: l/8"='l'
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momenfS
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Scole: l/8"=l'
t
149cml-t
IPEMA
EMBER
Min.1 -10" I55cml
Max. 2 -6" [75cm]
Inlormoi on on highesl designoled ploy surloce os well
os spoce required rs occordins to ASTM 1r'87.01
KOMPAN..om (8OO1425-9788
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Woterfoll .M 59lP
Woterfolls evoke mony feelings, noi the leost of which ore inspirotion, wonder, ond owe. Movement
ond oclivity is fundomentol to the Woterfoll. The freeJlowing tronsport of woter throughout the three
sections introduces kids to the noturol force o{ oquotic movement. Eoch seclion offers unique feolures:
o woter tronsport chonnel with o swivel hondle, o roloting toble with o sieve ond o funnel through
which the woler sploshes down into o shollow bosin. The flower shoped top is ottoched lo the center
oillor ond flows info o rototino bosin thot distributes woter to eoch of the three sections.
WoterTop.M593P
A push of o button ollows kids of oll oges occess to lhe woler top without
the ossistonce of odults on this freestondino decorolive fountoin.
48
lP
Se0ffistueflm
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3 1"
211"
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s--P&* Accessible Thrs product rs occessible 1o oil ch ildren, includ if g lhose wiih speciol o bilities ond n eeds.
52
Whol o greot woy lo see the world. Children
con swivel the binoculors ond sel lheir sighls
on o friend or onother port of the ployground.
Binoculors help enhonce the obilily to
concenlrote ond focus on specific obiecls,
spoces ond people.
Whot betler woy 1o coll out to friends or creote
inleresling sounds 'lhon with o Megophone
thot omplifies ocross the ploy oreo? Children
ot this oge love to mimic lhe sounds of iet
plones, jungle onimols ond super heros.
\ 6.
(15cm)
q0ntreAffifry@
(EMreGJ
r.- ta3iti --. '------------*l
Medium
Double oclivity roils ore greot when you wish
to give your slruclure o more open feeling.
Ponels con somelimes be loo obstruclive lo
the view of children from inside or outside the
slruclure. The Double Activity Roil con give you
more viewing sofety, while keeping children
sofe inside lhe struclure. The Double Aclivily
Roil con olso be used os somelhing to hold
onlo while the odvenlurous kids climb onio ond
off the slruclure.
Wide
t-,1'lo' ,_ |(1 1 7cm)
Medium
2'-9" lB3cml l-o
Wide
3'-10" IllTcml
widrh Heighis
63
nmhgts@ l----___-....-- s e,'
(175cm) -------
The clossicol woy to lroin the sence of bolonce
is by somersoulling. The Turn Bor supplies
children with lhis ploy possibilily. Beiween two
poles the Turn Bor con eilher be freeslonding
or porf of lhe slruclure. The bor will nol only
be used for somersoulling, bul for honging
ond leoning on. ll is provided with two colored
rings lhol con be pushed ocross, os single
or in poirs, odding on extro ploy oclivity.
Concrete onchoring is necessory if posls ore
freestondinq.
5'
(152cm)
I
I
.__l
SdtsCIC@Sonfr.SmdW
Children love 1o ploy wilh sond, woodchips,
peo-grovel, ond ony olher loose moleriol
lhey find on the ployground. The Sond Bowl
with SDout ond the Sond Wheel ollow kids lo
monipulole, experimenl ond creole wilh ihe
loose moleriol oround lhem. The Sond Bowl
wilh Spoul is o turnoble contoiner. The Sond
Wheel con ottoch lo ony verticol post, providing
sond ploy ond role ploy under one slruclure.
64
t9.,, -
Doffodif . M 629P
The Doffodil is o ground level octiviiy thot is
pocked wilh ploy. The monipulotives on boord
include fhe geor shift, the trock boll ond o lurning
megophone lo peer through or do some sound
experimenting. All octivities ore especiolly
fovored by the younger end of this oge group.
Tick-tock.M 63lP
The Tick-Tock meons it's time to ploy. Mobile ond
toctile elements in bright colors will olwoys ottroct
toddlers. To see the couse ond effect of turning o
wheel or using the trock boll ond georshi[t, ore
greot experiences.
The phoio shown is for conceptuol purposes only.
Pleose refer to lhe rendering for qcluql producl represenolion.
rormx*
momenfs
6.
IECHNICAT INFORMATION
FoiryCoslle.M62S
Best user oge: 2-5 yeors
Spoce rcquied, irdrdhg trse zone:
21'8'xl9'3 / 669 x 586 cm
HQhesr deignfrd doy surfoce:
2'3' I 68 cm
Tolol Sofely Zone Arco: 310.4 ff/ 28.8 m'?
Fooling: In-ground steel pole.
Surfoce inslollofion olso ovoiloble.
21 -8" [669cm]
9'-8'[295cm]
M 623
I6' --.r[18.]cml i
f
7',-2',
[220cml
19'-r
[586cm]t
310.4 rcl 28.8 m2
'2',-3"\ '68cm ,/---*----
I
6'-8'
[203crnlI 4'€'
I [142cml
Equipmenl musl b€ in3blled ove. resiliont surftrc ng oppropriote to the sofely
guidclinat in ),our or€o.
Produd d€\€lopmdt is on or€oing proc$s. Fo. this reoron we reserve lhe right
ic mole modificotions in hs form of product improvemonls in ollour producb.
* Higlest Dciigrcbd floy Surloce
Inlornolioo oo highcsl dosignod ploy suloce o, well
os .poce required k occording io ASTM l48Z- 01 .
KOilPAN.com l8/Ji0l426-9748
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TECHNICAT INFORMATION
629P
Besl user oge: 2-5 yeors
Sufficient spoce sholl be provided between
oll odiocenl struclures ond individuol ploy
equipmenl for the purposes of ploy ond
circulofion.
Fooling: In-ground sleel pole.
Surfoce instolloiion olso ovoiloble.
Tick-tock.M 63lP
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Besl user og€: 2-5 yeors
Sufficient spoce sholl be provided
between oll odiocenl structures ond
individuol ploy equipmenl for the
purposes of ploy ond circulotion.
Foofing: In-ground sleel pole.
Surfoce instollotion olso ovoiloble.
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Equipment musl b€ insiolled over resilient surlocing opp.opriote to fi€ solery
guidelines in your or€o.
Produci developm€nt is oh ongoing procsss. For this reoson w€ reserve he right
lo note nodif,cotrons ir the lorm ol producr improvements in o,lour prooudrl
IPEMA
EMBEF
Informotion on highesl designord ploy suloce os weti
os spoce requhed is occording to ASTM 1487- 01.
KOllPAN.com l8OOl 426-9788
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EC-610 Water Table
Younoer children ore noturollv drown to pools ond puddles.
Theviniov experimentinq wiih woter. Thb BigToys Woter
Toble is'th'e pdrfecf soluti6n for octive ploy th6t iircludes
woter, sond'or other loose monipulotive fioteriols.
AgeRonge: 2-5
Copocity: 5 children
Spoce Required: 9'Q' / 274cn diomeler
Highest Designoted Ploy Surfoce: N/A
EC-625 rllovine Tunnels
Combine rockinoaith climbino or crowlino ond vou'll
see.whot greof dcfivities the [f,oving TunnJs brin! to
o ploygroind.ro!nd.
AgeRonge:2-5
Copocity: 8 children
Spoce Required: 23'7' x lry / {lf qri!f,28cm
Hishest Designotea nov Surfoel"€' fvft$cm
N9
MEC-1 1 6 BisTube Intersection
It's four-wov fui on our freestondino BioTube Intersection. Kids
con climb ln, on ond oround this ve-rsoiile octivity thot olso
serves o quiet spot on o busy ployground.
AgeRonge:2-5
Copocity: 3-4 children
Spoce Required: 5'{u x 4'6n / l52cn x l3Zcm
Highesf Designoled Ploy Surfoce:: 3'-0" / 9lcm
EC-244 PlavShell Funnv Bones
Desioned os d oreot oroundjlevel climbinq octivity suitoble for
eorl/childhoodimog"r nof ive ond sociol ploy.
AgeRonge: 2-5
Copocity: 6-Z children
Spoce Required: 15' 4" x 16' 2" / 467cn x 493cm
Highest Designoted Ploy Surfoce: 2' 10" / 86cm
*Also ovoiloble in EC-264,6 Ployshell version.
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EC-105 Balance Beam
The low, wide footing of our bolonce beom encouroges
young ihildren to sofely proctice their bolonce skills
AgeRonge: 2-5
Copocity: 3 children
Sooce Required: 21'0" x15'0" / 640cnx457cn
Highesl Designoted Ploy Surfoce: 6' 6" / 198cn
EC-1 15 Turning Bars
Turnino ond ChinnJnq Bors offer o voriety of physicol
cholleXoes includi nolronoi no ond swi no'ino.'soirersccho.lleXges includi ng'hongi ng ond swi nging,'soinersoults
ond procticing chin-ups.
AgeRonge: 2-5
Cooocitv: 4 ch ild ren
Sooce Required: 2l' 6" x 12' 6' / 655cm x 38lcm
Highest Designoted Ploy Surfoce: 5' 3" / 160cn
www.bigtoys.com
1,866.814,8697
t::ffi
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!..
EC-625 EarlyWorks Moving Tunnels
Best User Age: 2-5
Estimated Capacity: 3-5 Chitdren
Space Required, Including Use Zone:
23'-8' x 17' -5" | 721cm x 531cm
Highest Designated Play Surface:
3'-5" /104cm
Hours to Install: 5
Footing: In Ground Posts, Concrete Required (est:11
Ground Level Play Event: Climbing/Crawling
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modjficatiohs in th€ fonn of broduct imbrov€rn.nts in .tt o(r prEducts.
Equipment must be installed over rgitient surfacing apFopriate to the safety gJidetlnes for yqlr area.
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'flt-;Rornpenlond Menng-Go-Roond Rornpenlond Steel Teeten Totfens
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Consk'rcled ol I 315" OD hond ro,ls, o 4 OD cenier post ond 2" OD
solid steel shofi. The plotform s conslrucled of heovy non slip checker
plote. Merry Go Round is complele wilh friction breok to conkol speed.
All slee poris ore powdercooied
Teeler Tolters ore consliucled of l'eovyJuty sleel wilh cosi olumin Lrm seolr.
Choose frcme ond seot color from ony cf our powdercoot colors We
recommend pJocing o ilre in ihe ground be "* eoch seoi (not suppl ed)
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Tolk Trrbes @ Accessible Sfeel Sond Toble
A Llnique componenl lhol encouroges co-operotion ond fontosy ploy by
ollowing commr,rnicolion ocross ploy oreos. Includes two powdercooted
lolk tubes ond undorqround hose.
Designod for wheelchoir users Powdercoobd in your choice of
Romperlond colors.
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150lbs
215 lbs
Desc.iplion Weighl
Poir Independent Tolk Tub6s 120 lbs
Rornpenlond Polg Sond n* ffi g
Us ng e ght 4'l x l2"h polytimbers, creole o squore, reclongle, L-shoped or
octogon shoped sond box. Comes complete wiih golvonized stokes lo
secure lhe oo vllmbers. Sond loble o so ncluded.
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Weight
250lbs
RLCSAC-44
RLCSB€"48
RtcSBC-88
RLSBC
Size
4'x8
8 x 8'
Worerproot Cloth Sondbox Cover
Wore'proof Clolh Sondbox Co'er
woterproof Clorh Sondbox Cover
Plostic Mesn Sondbox Ccver
Bockhoes
Rolotes 360 degrees Construcled of heovy duly steel
wih cosi oluminium seot. Accessible Bockhoe does
not include seot. Bockhoe ovoiloble Ln yellow wilh red
seol or ion wiih red seot Access ble bockhoe ovoiloble
in yellow or lon.
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Boc[hoe 85 lbs
Access ble Bockhoe /5 bs
Rornpenlond Sunshine Moontoin @
Gives children o climbing, sliding odvenlure of ocliorrpocted fun.
One piece polyehylene conslruclion. For doycore usa.
l'1odel# Aclirolsize
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Planning and Enuironmental Commisson
ACTIOH FORf,l
Departmeilt cf Ccmmunity Deyelopment
75 South Frontage Road, vii[, Colorado 81657
t€|i970.479.?139 fax:970.479.2452
web: www.rrailgov.com
Project Namer CRICKET ANTENNA ADDITION
Project Description:
RNAL APPROVAL FOR A CONDMONAL USE PERMIT K)R AN ANTENNA ADDMON
Particapants:
owNER US WEST COMMUNTCATTONS rNC 09lLOl2OO7
CORPOMTE TAX DEPT MCB 3130
6300 S SYRACUSE WAY STE TOON
ENGLEWOOD
co 80111 48f
APPUCANT CRTCKET COMMUNTCATTONS, rNC,09/10/2007 Phone: 970445-2996 M&2- Shorlc. l
12875 E, 42ND AVE.M, SUITE 70
DENVER
co 80239
ProjectAddress: 169 N FRONTAGE RDVAIL location: SPRINTMICROWAVE RELAYTOWER
Legal Descraptaon: Lot: 2 Blodc Subdivision: MIDDLE CREEK
Parcel Number: 2101-064-0900-2
C.omments: Must repair rusty micro antenna
BOARD/STAFF ACTION
PEC Number: PEC070060
Motaon By:
Second By:
VoE:
C.onditions:
Kjesbo
Pierce
5-0-0
Action: APPROVED
Date of Approval2 t0 10812007
Cond: CON0009455
(PLAN): No changes to these plans may be made without written consent of TOV
Cond: 300
PEC approval shall not be not become valid for 20 days following the date of
approvar.
Cond: CON0009450
Applicant must paint or repair all visable rusty elements on the tower.
Cond: CON0009453
The applicant shall remove any obsolete telecommunications equipment from the Sprint
Tower prior to requesting final Town of Vail construction inspection.
Cond: CON0009454
The conditional use permit is contingent upon the applicant obtaining Town of Vail
design review approval.
Planner: NicolePeterson PEC Fee Paid: $650.00
75 South Frontage Rd. Department of Community Development
Vail, Colorado 81657
970479-2t38/479-2t39
FAX970479-2452
October 10,2007
Mike Sharlow
12875 Flrst 42"d Avenue
Suite 70
Denver, CO 80239
Re: PEC 07-0060 - CUP for public utilities installation
Dear Mike,
This letter is to inform you that your Conditional Use Permit application to install public utilities
at 169 North Frontage Road West, Vail (Sprint Tower) was approved at the October 8,2007
Planning and Envirorunental Commission with the following condition:
1. The rusty elements on tle tower shall be painted and maintained.
2. T\e applicant shall remove any obsolete telecoinnunications equipment from the Sprint
Tower prior to requesting final Town of Vail construction inspection.
3. The conditional use permit is contingent upon the applicant obtaining Town of Vail
desigr reviey approval for this proposal.
Please continue to work with Staff to comply with the condition of approval. If you have any
questions or concerrn, please feel free to contact me.
Best Regards,
Nicole Peterson
Planner, Town of Vail
970.477.3452
npeterson@vail gov. com
Attacbment: PEC Action Form
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From: "Mike Sharlow" <mksharlowl @gmail.com>To: "Nicole Peterson" <NPeterson @ vailgov.com >
Date:
Subject:
10111/20071:35 PM
Fle: Sorint Tower
Nicole, I've been in contact with Qwest Communications and am still trying
to verify that the MW's are no longer active. ll this is the case we will
have our contractor paint the MW during Cricket's installation. Case two,
l've already spoken to Qwest's site maintenance engineer and he is almost
sure Qwest abandoned the MW's to Sprint but if they are still his and
functional he will recover the MW's membrane (the part that looks rusty).
I should have confirmation of this by Monday, but either way it will get
taken care before or during Cricket's installation.
Thanks again,
Mike Sharlow
Cricket Comm unications
Site Development Contractor
PO Box 23873
Silverthorne CO 80498
970-485-2996
---- Original Message ---
From: "Nicole Peterson' <NPeterson @vailgov.com>
To: "Mike Sharlow" <mksharlowl @gmail.com>
Sent: Thursday, October 11, 2007 9:43 AM
Subject: Sprint Tower
> Mike,
> Please see attached PEC approval with conditions and DRB application.
> Please filFout the DRB app including owners signature and return to me.
> lwill also need the commercial DRB app fee. Thank you,
> Nicole
> Nicole Peterson, Planner
> Town of Vail
> 75 South Frontage Road
> Vail. CO 81657
> PH:970.477.3452
rk outc.'HIP
Romperlond's Quick Ship products will be on their
woy to you in no time ot oll! Order ony Quick Ship
item ond we will hove it out the door ond on its
woy to you within lO working doys hom the
doy we receive your order ot the Romperlond plont.
Actuol delivery times will vory bosed on destinotion.
Quick Ship items ore indicoted throughout the
cotolog by t"lilt< Some product restrictions opply.
z_tHtP sr\i'\
Contoct your neorest Romperlond representolive to
ploce your order todoy!
Choose your Romperlond
noturol ond bright options
t.tlproysystem color scneme
.t.l- or mtx ond motch.
r.rrom our pnmory/
posfs ond steel cornpoflenfs:TI IIITIgfiI
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getting stonted
Romperlond mokes it eosy for you to hove o greot ployground - from the initiol ideo to the finol equipment
inslollotion ond ofiercore suppori - we'll guide you through the process ond moke it fun ond rewording.
r Our expert consultonts con help you creote the best ploy experience for your kids while moximizing fhe
ploy volue within your budget.
. We'll ensure thot you get high quolity, low mointenonce ployground equipment thot is sofe ond offers
unlimited ploy opportunities for kids.
l. ploryf4g gour ploggrourP
Our designers will work with you to design o
ployground thol fits your needs ond locotion.
.
initiol considenotions
. We'll work with you to conducl o needs ossessment
lo determine design criterio, speciol needs for
your kids, copqcity, environmenlol influences ond
how lhese items influence your budget.
r See your ployground come to life with our
cusfomized full color drowings of your proposed
ployground. We'll moke modificotions to our
drowings uniil you're completely sotisfied with
the design.
Our components ore modulor, so we con help you
plon o "phosed" opprooch thot lets you plon,
build ond purchose your ployground in phoses.
Future exponsion hos never been so eosyl
size orid loco'ion of goon site
Things like sun, shode, wind, exisling hees ond
shrubs con be foctors in determining your
ployground site. Also consider existing fixtures
such os lightposts, fences, buildings, underground
ond overheod utilities.
. occesstblltlg
We build our equipmenl fo meet the needs of
children ond odults of oll obilities. Our
consuhonts will help you design o system thot
lets those who ore physicolly chollenged ploy
olonoside their friends.
2. datigqle$ Uour ploggrourP
. We consider the ploy needs for different oge
groups to include octive, sociol ond
imoginotive ploy.
o Our ploysystems supporf endless opportunities
for climbing, honging or troversing os well os
sociolizing, competing ond mokebelieve ploy.
. The best ploy is inclusive. We ore proud to
provide o number of components thot ore
occessible to children of oll obilities.
. Sofety is our greotesf concern. Eoch of our
designs oddress oll sofety issues. We ensure
complionce wilh ASTM ond CSA sofety
regulotions giving you peoce of mind ond
reduced liobility concerns. Above oll, we build
equipmenf ihot is sofe for children.
colon
We hove developed o number of dynomic color
combinotions thol moke il eosy for you lo choose.
By combining our otlroctive plosiic ond steel
powdercoof color combinotions you con creote o
color scheme thot complements ony environment.
AbJAedNT PibP6T-rIE{:
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THIS |TEM MAY AFFECT YOUR PROPERTY
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, Vail Town
Code, on October 8, 2007, at 1:00 pm in the Town of Vail Municipal Building, in
consideration ot
A request for a final recommendation to the Vail Town Council for a zone district
boundary amendment, pursuant to Section 12-3-7, Amendment, Vail Town Code, to
allow for a rezoning of a property from High Density Multiple-Family (HDMF) District to
Housing (H) District, located at 501 North Frontage Road, Lot 8, Block 2, Vail Potato
Patch and setting forth details in regard thereto. (PEC07-0059)
Applicant Sonnenalp Properties, Inc., represented by Gwathmey Pratt Schultz
ArchitectsPlanner: Scot Hunn
A request for a final recommendation to the Vail Town Council for a prescribed
regulations amendment to 12-61-3, Conditional Uses, Vail Town Code, and to Section
12-16-7, Use Specific Criteria And Standards, Vail Town Code, pursuant Section 12-3-7,
Amendment, Vail Town Code, to allow for professional offices and business offices as
conditional uses, located at 501 North Frontage Road, Lot 8, Block 2, Vail Potato Patch
and setting forth details in regard thereto. (PEC07-0059)
Applicant Sonnenalp Properties, Inc., represented by Gwathmey Praft Schultz
ArchitectsPlanner: Scot Hunn
A request for a final approval of a conditional use permit, pursuant to Section 12-9C-3,
Conditional Uses, Vail Town Code, to allow for public utilities installations, located at 169
North Frontage Road West, Lot 2, Middle Creek Subdivision and setting forth details in
regard thereto. (PEC07-0060)
Applicant: Cricket Communications, Inc., represented by Mike Sharlow
Planner: Nicole Peterson
The applications and information about the proposals are availabb for public inspection
during ofiice hours 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.
Pf ease call 97 O47 9-21 38 for additional information.
Sign language interpretation is available upon request, with 24-hour notification. Please
call 970-479-2356, Telephone for the Hearing lmpaired, for information.
Published September 21,2007, in the Vail Daily.
Page 1
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PARTMENT OF COMMUNITY D
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW COMM BUILDING PERMIT Permit # B03-018841- oah
Job Address: 129 N FRONTAGE RD WEST VAIL Status...: ISSUED
Location.....: 129 N Fronage Rd Middle Creek Village Applied . . : Ull7l2003
o
EVELOPMENT
ParcelNo...: 21010e000027l oJ-at2f
OWNER TO!{N OF VAII,
Desciption:
Construciton of Daycare center
07 /L7 /2003
C/O FINANCE DEPT
75 S FROIUAGE RD
vArIJ co 81657
APPTJTCANT SHAW CONSTRUCTION COMPAIIY 07/L7/20O3 Phonez 970-242-9236
760 HORIZON DR
GRA}ID i'I'NCTION CO
81506
Licenee: 108-A
CONTRACTOR Smw CONSTRIICTION COMPAIIY 07/L7/2003 Phonez 97O-242-9236
?60 HORIZON DR
GRAI{D i'I'NCTION CO
8l_506
License: 108-A
Issued. . : Wl$12003
Expires. .: 07ll3.l20{ll5
Town of Vail Adjusted Valuation: $936,5m.m
Factor Sq Feet Valuation
Lt2.54 4,487 9504,956.984,487 $936,500.0O*
# ofcas Appliances: 0 # of Gas tngs: 0 f of Wood Pcllct: 0
FEE STJMMARY
So. oo Total Calculaled Fecs-- > $8.843.58
$0.00 Additionel F€€s---_- > 98,?53.68)
So . oo Toaal Permit Fcc----> S8o. o0
go. oo Payments--------> 980. oo
TOWN OF VAIL
75 S.FRONTAGEROAD
vArL, co 81657
nu479-2138
Occupancy
schools
rype
Zone 3 V-1HR
Totals...
Fircplacc Infornution: Rcstricted:
ta+tiart r*{.*lr*lr*altrttal:|atar.*aa*al*t*,art trr'r+at+tt ttar+*:l
hilding---> $5,309.50 Rcsorlrnt Plrn Rcview- >
Plan Ch€ck--> $3,451. 18 DRB Fec------------ >
Investigation- >
Will Csll-->
so. oo R€creation Fec------- >
93.00 Clcan-upDcposit----->
TOTAL FEES-------- > S8,843.5s BALANCE DUE---->90. 00
ffi;ffJ:".r|rrri'rr.ir|'rr|'r|rrrrrr.$r.r|trrrrrr*rrr.rr*t
+r.rr|rr.r*r.r.*.*'rrrrt !.ri.***t**i,***i.r*r|rir|r{.r*ttat*|rrral
Iten: 05100 BUIIJDING DEPARII{ENT
o8/28/2OO3 CDAVTS Action: AP
o5/25/2oos cdavis Action: AP For Retaining wall revieions
Special inspection reports are required to be sulrnitted prior to Final e/O
Item: 05400 PIrAI{NING DEPARI'I{EIIIT
08/28/2003 ao
oL/20/2005 MRC
Item: 05600 FIRE DEPARII,IENT
08/26/2003 mcgee
08-26-03.
Copy in file.
o6/oL/2oos mvaughan Action: AP For retaining wall revisions
Action: AP
Action: AP Rebuild of usE wall at Children's Garden
Action: AP comnents made to Charlie Davis via email
Item: 05500 PUBLIC WORKS
o8/28/2oo3 cdavis
O.K. TO FALEASE
TIIIS PERI.TIT
06/02/2oo5 TK
ACtiON: AP PER GREG TIALIJ DIRECTOR OF PI'BIJIC WORKS
Action: AP Engineering soil nail wall change to ELCwall approved.
ItEM: 05550 ENGINEERING
'll*itt*i*:lt***t*l
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 frrll 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 ordinancps and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Uniform Building Code ard other ordinances of the Town applicable thereto.
REe{JEsrs rC)R INspEcrIoN SHALL BE MADE TwENTy-Fot R HouRs IN ADVANCE By TELEpHoNE AT 479-2149 oi ar orn orficE FRoM 8:rn AM - 4
PM.
CTOR FOR HIMSELF AND OWNEF
PAGE 2
*:8'|+:',[''r****'}**!t:t********!*:t!t*,|****'t'*:t'f**!t*****l.****!i******,t***:t*,|.***,r*****:t*!tc{t{g!3:**!t*!**:F*!****:t't:t*:|******
CONDITIONS OF APPROVAL
Fermit # 803-0188 as of 06-03-2005 Status: ISSLJED
't*'t*'s|.'}*'t*'f{.!t*'t**'t****{.****:**!i:t!t+'l*'t*'t*|t*'t***!t*!*'}!t.*'t.*i.:f*,t.****'t!**!t.'tt************:t*****************!*******
PermitT'?e: NEWCOMMBUILDINGPERMIT Applied: U7ll7l2ffi3
Applicant SHAWCONSTRUCTION COMPANY Issued: 0D.l03l2ffi3970-U2-9236 To Expire: 07lni2n5
Job Address: 129 N FRONTAGE RD WFST VAIL
Location: 129 N Frontage Rd Middle Creek Village
Parcel No: 210106400002
Description:
Consfiuciton of Daycare center
Corditions:
Cond: CON0006102
Must reurm to DRB for final fencp deail
APPLICATION WILL NOT BE ACCEPTED IF INCbMPLETE OR UNSIGNED
TOWN OFWN
SION TO TOWN F VAIL BU G PERMIT
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACT
COMPLETE REVISED VALUATIONS FOR PERMIT bor & Materials
*rr****+*t*********************RoUTING INFORMATION FOR OFFICE USE ON LY*"*********a**t**iti*lt**********:h**
e
PLANNING DEPARTMENT:
'e;/rlol5
BUILDING DEPARTMENT:
General Contractor:Gontact and Phone #ts:Town of Vail Reg. No.:
ATTENTION: JR, CHARLtB, CREG, DORTS
Gontractor S-ignature:(RltJ[,\L 3o,Do Dur
REVISED AMOUNT: $OTHER: $ELECTRICAL:$ o
PLUMBING: $MECHANICAL:$ C)REVISED TOTAL: $
For Parcel # Contact Eaqle County Assessors Office at 970-328-8640 or visit www.eaele-countv.com
Job Name:
Enru-V L6+t-*rr-pu / r^ne*
Job Address:
Dq N. trQ,\,,f,l<,E 0,1
Legal Description ll Lot: ll Btock: ll Fiting:S u bdivision:
owners *ut"',n, k" c
Arlrf racc. AOZoI,qo F. ,9r\ A,,rt-.s.r ile ra.t &.^p;e t-.r
Phnno' .-17'1- 61' ' '-' 'ho*-to>t rqt
ArchitecUDesio ner:- 4rrtLL {Ltttl Address:SZotr{cx*tz Lr.5,,ik rsa, *'"T)ii:"Phone:(3d3)L7o-*Eo
Engineer: .i p* i rr-Addre;s;r, !=.F.ta^t5a^rt. L^ruqr (o 6nLLL ll
tnon"' (r-rj'Ial-qsr3
REASON FOR REVISIONS:
Qa - e rogrrcerrr"3 Rl ptrrn+rr^,l- s h, Lht.Arn'/ to <r iriw5 Qc&t'1'u..ts '
C:\windows\Oesktop\DFLORES INFO\Revised Bldq oermit.doc 10t16t2002
roN
General Contraclor:
b\a,^, Co.*,!"rohr^
Town of Vail Reg. No.:tB-4 Contact and Phone *'s:
1o1^<rgr- lo "l Atrtlfz'gl*ArrENno B*le"rq@ er<- }r",o- *brt
COMPLETE ALUA FOB BUILDING PERiIIT
REVISED AMOUNT: $ELECTRICAL: $OTHER: $
PLUMBING: $MEGHANICAL: $REVISEDTOTAL: $ |1
75 S. Frontage Rd.
Vall. Colorado 81657
For Parcel Contact
f fipsCcormruafn;----- - j
l-ECcuprnctErorrg: . i
I Dtto R.cllY.d: i
fOO - lfrc---
03. 1312003
'| ...:^'1 r'.i:\r.
t Oftlce at 97G328-8640 or vlslt www.eaele-county.coni
Parcel #
JobName: tr1;\Il- C_"k JobAddres's: lt1 N. Fr.^\"/rF(.r.
Legal t}escrlpflon ll t-ot I Btocl: i Flttng:Subdlvlrlon:
owners Name: co.rd^\i1^ € 6o Addtess: P.*...ro, , Co tc2.a4 Phone: 5V,g1o? .l1oo
ArchrtecuDesign"r,dA.\l A"J_.Add'ess: E *n.*,c.--, , co boi+1 Phont' go'b.61 o.E1'',
Enginee.:Addross:Phone;
REASON FOR REVISIONS: y"";i'1. ;-1.'*,.r.''...Ai.^.,, t! \. < -n A.iFi an<- .
"+ ",iI..^,.-L 1- t.4'" lA;t,.-
Work Class: New( I Addition ( ) Remodel ( ) R€pair ( ) Demo ( ) Other ( )
Work Type: Interior ( | Exterior (v) Both ( )Does an EHU exist at thts location: Yes ( t No r )
Type ol Bldg.: Srngte-family ( | Two-larndy ( l Multi-tamity (rl Cornmerciat ( | R€Gtauiant ( ) Orher( )
No. ot Accommodation Units in this building:
No/Tvpe of iirept6c6s E nces ( ) Gasloqs( I woodlpeltett ( ) wood gurning (
NoiTwe of Fireolsces proposed: Gas Appliances ( ) cas Loss { ) wood/pellot ( } Wood Burnins (NoT ALLOWED}
Does a Fire Alarm Exist: Yes (-) Nj ( )Does a Fire Sprlnlder SFtem Exist: Yes (u) No ( )
t.t..ttttttttlili.ttttt.it.t.tt.tr.r..FoR oFFlcE usE oNLy*...tt.tr.r.tftrtrttfttrr*i.ftt.tr.rrt
I vaitsta\cdev\FoRMs\pERMtTs\R9u36d gtdg pemit.&c
''I
TNS EOR EUILDIN(' I?E
-
ELECTRIoAL|$ 89,000 OftIER:$ l8'000
tsutLDlNG: s 695 ,000
MECHAI{|q& $ t4 ' sgo TOTALI $ 936.500,
PLUMBlNg:S 120,q00
.fo-h.Address:'JouNamsliriadle Creek Village ga31y
30 3-863-1900140. E 19th Ave, Dbu-verl C0
10-476-8644
'Cood Frane learnlng center
Work Class: NEw fil Addittbn( ) RemodeLi ) R.palt( ) .D,m"( )
Doer*El{U*i"tatthislocagon: Y.sE( ) 'No( lffiinrp"r-ltndtiott I nrterior( ) Pott' fi-!
ili"r-eus-'snsleft r;[v('irw+entv(lt""lft t"g]Comrnerdal ( ) ResGunnt ( ) Ohet ( )'
tlo. otA*rtodatoh Unfts in his buildlng:
f,,fo. of eti"t g D,velting Urilts In thls buidlng:
a4a2n00ts
68:9t e00z 9t Inf90'd I t99-ttz-0a6:xBl N0llCnUlSN0C rtVl{S
5HIIIIT
760 Horizon Drive
Grand Junction, CO 81506
TRANSMITTAL
No.00089
PROJECT: Middle Creek
TO: Town of Vail
75 Frontage Road
Vail, CO 81657
Phone 970-479-2142
Fax 970-479-2452
ITEMNO. COPIES DATE ITEM I\TTJMBER
| 7t15n003
Remarks:
CC:
Expcdnion o
DATE:7/15/2003
REF: Asbestos Survey
Stuart Environmental
ED=-'ol gg
a\-+ tcv}{-,t'tt 6owEM atr\\J. ( tVrtr{4tl t{J(-
REV. NO. DESCRIPIION
Stewart Environmental Letter of 6/27103 Re:
Asbestos Survey Middle Creek Village
STATUS
ATTN: Charlie Davis
I O
E Shop Drawings E Aporoval E Aooroved as Submitted
! rrtt".EI Your use ! Approved as Noted
! p.ina E es Requcstcd E Retumed After I-oan
E Chanee order E Review and Comment E Rcsubmit
E Pl-t E sub-it
E samples SENT VIA:
E[ nn""h"d
E R"tu-"d
tr E Retumed for Conections
Olher:E Scparate Cover Via:Due Daae:
Signed:
Eric Marquez
J
V3 Stewart Enulrllental Consultants, [nc.
7eA consultine enqineers and scienlists
rtt*'g
s:
'&A^q\%
Dana L. Harri{certified asbestos building in
Environmental Scientist
^*' 'J4e.^*)
Thomas S. Norman, PE
Vice President
Enc.
Jurrc27,2003
Mr. Mike Coughlin
Coughlin & Company, Inc.
140 East 19th Avenue, Suite 700
Denver, Colorado 80203-1 035
Corporate Office t Laboratory:
3801 Automation Way, Suite 200
Fort Collins, Colorado 80525
ph: (970) 226-5500
fax: (970) 2264946
www.stewanenv.com
Branch Office:
20 Boulder Crescenl
Colorado Springs, Colorado 80903
ph: (719) 634-3793
fax: (719) 442{596
Subject: Asbestos Survey, Proposed Middle Creek Village, Vail, Colorado. "'dj
Project No.: 3027-002
Dear Mr. Coughlin:
On June 13,2003, Stewart Environmental Consultants, Inc. performed an asbestos survey of two
slab-on-grade wooden structures located at the proposed Middle Creek Village project site in Vail,
Colorado. The enclosed report contains our findings.
We appreciate the opportunity to provide you with professional environmental services. Ifyou have
any questions, please contact us.
Sincerely,
STEWART ENVIRONMENTAL CONSULTANTS. INC.
J'i17
.;
I
Michael P. Coughlin
Executive Vice President
Coucru-n & CovrpaNy INc.
Irwestment Bankers Since I932
I40 E. I9th Avenue. Suire 700
Denver, CO 80203- 1035Direct (303 ) 863- 1900
(303) 866-9982
Toll Free Facsimilc(800) 233-5 133 E.mail: CoughMPC@aot.com (303 ) 86.3-7 I (X)
coughlin asb survry 27jun03.rpt
ASBESTOS SURVEY
PROPOSED MIDDLE CREEK VILLAGE
VAIL, COLORADO
r.O ASBESTOS SURVEY
On June 13, 2003, Stewart Environmental Consultants, Inc. performed an asbestos survey of two
slab-on-grade wooden structures located at the proposed Middle Creek Village project site in Vail,
Colorado. The buildings, recently used as day care facilities, are scheduled for demolition.
2.0 SAMPLING
. Mr. Dana L. Harris, certified asbestos building inspector, performed the survey and collected bulk
r samples for asbestos analysis. All areas inside and on the exterior of the building were inspected.
Areas that were inaccessible (i.e., spaces between walls, above hard ceilings) or unknown (i.e., pipe
chases, crawl spaces) were not inspected and may contain asbestos. Roofing materials were not
sampled due to the risk of compromising the integrity of the roof, and these materials may also
, contain asbestos. The buildings are heated by electric baseboards. No thermal system insulation,
ich is a suspect asbestos material, was observed in closets or oPen spaces.
inspection of the facility, the following types of suspect asbestos materials were identified:
'I
If Floo",
F Vinyl floor tiles and mastic
) Linoleum
Ceilings and Walls
) Drywall, joint compound, and tape
) Textured paint
) Textured concrete
Thermal System Insulation (ISI) and Miscellaneous
F Window caulking
F Roofins materials
l
Stanrart Environmental Consuftants, lnc.
Page 1 of 3. 3027-002 Asbestos Survey RePort
Proposed Middle Creek Village
Vail. Colorado
Stewart Environmental collected a total of 29 bulk samples of suspect asbestos materials. Reservoirs
Environmental, Inc., an accredited AHERA laboratory located in Denver, Colorado analyzed the
samples by polarized light microscopy (PLM). Results of the sample analysis are included in
Appendix A. The accompanying Asbestos Survey Field Forms provide a description of building
materials observed.
3.0 ASBESTOS RESULTS
No asbestos was detected in the samples. It should be noted that tar-impregnated roofing felt below
wood roofing on the single-story building could not be accessed without performing destructive
sampling. This roofing felt was presumed to contain asbestos, but is a nonfriable material.
4.0 REGULATORY: DEMOLITION
According to the Occupational Safety and Heaith Administration (OSHA) and EPA Region 8,
samples with asbestos concentrations greater than 1% are classified as asbestos containing and are
regulated material. Removal or management of regulated asbestos materials is only required if they
may be damaged or disturbed during remodeling, demolition, or buming. Removal of asbestos
materials must be performed by trained, certified asbestos personnel, and a permit is required from
the Colorado Departrnent of Public Health and Environment (CDPHE).
Tar-impregnated roofing felt is nonfriable asbestos and is not required to be removed prior to
demolition as long as it kept wet and maintained in a nonfriable state during demolition. In addition,
it may not be necessary to dispose of roofing wastes at an asbestos waste facility depending on the
nature of the demolition project.
5.0 LII\{ITATIONS
This asbestos survey report has been prepared for the exclusive use of Coughlin & Company, Inc.
The use of this report and information contained herein by others, in whole or in part, is not
authorized without the written mutual consent of Coughlin & Company, Inc. and Stewart
Environmental.
Stewart Environmental based these findings and conclusions strictly upon field observations made
during the site visit, information provided by persons interviewed, samples collected, and laboratory
analysis. Stewart Environmental makes no representations as to the condition ofthe site subsequent
to the time of its investisation.
3027-002 Asbestos Survey Report
Proposed Middle Creek Village
Vail, Colorado
Stewaft Environmental Consultants. lnc.
Page 2 of 3
I
I
.l
T
:i.',:.
Performance ofthis asbestos survey is intended to reduce, but not eliminate, uncertainty regarding
the presence of asbestos materials in connection with the property. No guarantee is expressed or
implied that all asbestos containing materials were identified in this survey. Therefore, Stewart
Environmental cannot be held accountable for restrictions placed on us by the client, conditions or
information that remained unknown, or areas that were inaccessible at the time of this asbestos
survey.
6.0 QUALIFICATIONS
Mr. Dana L. Harris (certified AHERA building inspector) performed the asbestos inspection and
prepared this report. Iv{r. Thomas S. Norman (certified AHERA inspector/management plarurer and
project designer) reviewed the report. Laboratory analyses were performed by a nationally certified
NVLAP laboratory. The asbestos samples submitted for laboratory analyses were analyzed by PLM
using EPA Method 600/R-93/1 16. The laboratory report is included in Appendix A. Certifications
are included in Appendix B.
This report was prepared by:
Reviewed by:
/
t'--- / ( ,/,t - t't*,n2 'J M€z-a.u r
Thomas S. Norman, PE, Vice President
Certifi ed Asbestos Inspector,Management planner
Certifi ed Asbestos Project Designer
Certified Asbestos Building Inspector
Stewaft Environmental Consultants, lnc.
Page 3 of 33027-002 Asbestos Survey Report
Proposed Middle Creek Village
Vail, Colorado
Appendix A
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4
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T
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Asbesfos Survey Field Forms
Laboratory Repoft
F
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Reservoi rs E nvi ronmental lnc.
2059 Bryant St. Denver, CO 80211
(303) 954-1986 Fa\ (303) 4774275 Toll Free (866) RESI-ENV
June 23, 2003
Projact OBscrlptlon:
RES 94269-r
Middb Crsek Vllhge
to27402
Dana Harris
Stewart Environmental Consultants
3801 Automation Way, Suite 200
Fort Collins CO 80525
Dear Customer,
Reservoirs Environmental, Inc. has analyzed bulk material samples by Polarized Light Microscopy (PLM) for asbestos
contenl as per your request and results were telephoned to your office. PLM was used to analfze the bulk materials in
compliance with guidelines established bythe USEPA (EPA/600/R-93/116). The Analytical Results are presented in
Table l.
RES 94269-l is the job number assigned to this study. This report is considered highly confidential and the sole
property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other
than those of the client. The results described in this report only apply to the samples analyzed. Samples will be
disposed of afier six$ days unless longer storage is requested. The US EPA guideline was developed for use on
friable building materials and recommends the use of additional analyses for non-fiable materials such as floor tiles.
Reservoirs Environmental, Inc. recommends additional analyses to confirm negative PLM results on floor tiles. This
report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S.
Govemment. lf you have any guestions about this report, please feel free to contact us at 303-964-1986.
Sincerely,
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President
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Paul D. LoScalzo Wenlong Liu
Paul F. Knappe Rich Wegeyn
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Appendix B
Certifications
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ASBESTOS
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STATE OF COX.,ORADO 'Eirf,A,
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Quality Control Commission Regulation No. 8, Part B, ;:i:Eii:i+-*:::gl
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, ::-,:.:*\=:iland is herebl' certified by the state of Colorado in the :-.=i' ;ili:Y+''.:=i; -.. .tt;., :;i\\
following discipline: ,=-:|i!a;.":i:-:A
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Thomas S. F{orman ;:i{.i'l:.1#;
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Certification No. 3348 ==l );*;;:{:
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Expires: 08i14i2003
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CERTIFICATIO]\ *
STATE OF COLORADO
Colorado Department of Public Health
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'tlThis certifies that ,:,
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Thomas S. Norman
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"lljj.'and is hereby certified by the state of Colorado ir the ;Ei,'-'t,*r:j;"3'-5i l:';'i3':':"r'\"\'
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t'--f,l t .lr?:': ,|-\:follou'ing discipline: ,.epgp;;,i:follou,ing discipline: .=#;;.:-.riili
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,;oFVAIL
75 S.FRONTAGEROAD
VAII-, CO 81657
970479-2138
Occupancy
Schools
Investigation->
will call->
Type
Zone 3 V-IIIR
Tota1s.,.
$0 . 00 Recreation Fee->
S3 . 00 Clean-uP DePosit->
So. oo Total Calculated Fees-> $8,763 .68
S0 . 00 Additional Fees__> gg , ?63 . 69 )
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TMES
NEWCOMMBUILDINGPERMIT Perrnit # 803-0188
Job Address: 129 N FRONTAGE RD WEST VAIL Status . . . : ISSUED
location.....: 129 N Frontage Rd Middle Creek Village Applied . . : 07 /77 /2003
Parcel No...: 210105400002 Issued . . : W/03/2009
Expires. .: 03/01./2004
owNER TOWN OF VAIL 07/t't/2OO3 phone:
C,/O FINAT.ICE DEPT
75 S FRO}.ITAGE RD
VAIIJ CO 81557
Iricense:
COr{TRACTOR SHAW CONSTRUCTIoN COMPANY 07/L7/2003 Phonez 970-242-9236
750 HORIZON DR
GR,A}ID iII'NCTION CO
81505
License:108-A
APPTJTCAI|T SHAW CONSTRUCTTON COMpAlry 07/L7/2003 Phone: 970-242-9236
750 HORIZON DR
GRJA}ID iII]NCTIOIT CO
81506
IJicense : 108 -A
Desciption:, Town of Vail Adjusted Valuation: $936,500.00Construciton of Daycare center
ot*t ** oF coMML,NrrY oEvsL?MEr.r
Factor Sq Feet ValuaLion
LL2.54 4,487 $504,965 .98
4,487 $936,50O.0O*
#ofGasAppliances:0#ofGaslogs:0#ofFirsolace Information: Restricted:
wood Pe|leu 0ffi?.rrrrr*r.M FEE SUMMARY
Building-> 95,309.50 RestuarantPlanReview->
Plan Check-> S3. 151.18 DRB Fee-->
$o . oo Total Permit Fee-->
$0 .00 Payments->
$0 .00
s0. 00
$0. 00TOTAL FEES'-> 58 , ?63 .6s BALANCE DUE->
Approvals:I€em: 05100 BUILDING DEPART!{EIi|]I
o8/28/2OO3 CDAVTS Action: AP
Item: 05400 PITAIINING DEPARII{EIf,I
08/28/2003 ao Action: AP
Item: 05600 FIRE DEPARIT'IEIIT
08/26/2003 mcgee Action: AP Cornments made to Charlie Davis via email 0
copy in fiJ,e.
Item: 05500 PITBL,IC WORKS
O o..rorl o, pER cREc *o?*""ToR oF plrBrJrc woRKs o.Kos/28/2003 cdavis
REIJEASE
THIS PERI.{IT
ItCM: 05550 ENGINEERING
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this applicatioq filled out in full the information required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the infornation and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp
and subdivision codeg design review approved Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY.FOIJR HOURS IN
PM.
AT 479-2749 OR AT OUR OFFICE FROM 8:00 AM - 4
OR CONTRACTOR FOR HIIVISELF AND OWNET
PAGE2
CONDITIONSOF APPROVAL
Pennit # B0$m88 as of 094$.2003 Status: ISSUED
PermitType: NEWCOMMBUILDINGPERMT Applied: 07/77/2003
Applicant SHAWCONSTRUCIONCOMPANY Iszued: W/$/2n3
97G242-9236 ToExpire: W/07/2004
Job Address: 129 N FRONTAGE RD WEST VAIL
location: 129 N Frontage Rd Middle Creek Village
ParcelNo: 210106!00002
Description:
Construciton of Daycare center
Conditions:
Cond: CON0005102
Must return to DRB for final fence detail
TO\^AI OF VAIL FIRE DEPARTMENI(D
75 S. FRONTAGE ROAD
VAIL, CO 815*57
970-479-2135
VAILFIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
ALARMPERMIT Perrrit #: 4040040 30 3 0(6&
fob Address: 129 N FRONTAGE RD WEST VAIL Status . . . : ISSUED
Location.....: Children's Garden of Leaming Applied . . : 06/29/2004
ParcelNo...: 210106400002 Issued..: 07/01./2004
ProjectNo : -PR93-o2:1 Expires. .: 12./28/2N4
^.-\-t t ( ( t
owNER rowN oF vArrJ cn^u""X4r?;f,-^;fiiF,'*^1
c/o FrNAr{cE DEPT J75 S FROMIAGE RD
VAIIJ CO A1657' License:
coNIRAcToR Riviera Electric 05/29/2004 Phone: 970-32a-4LlL
P. O. Box 1417
clpsum, CO
41-0 Mccregor, Ste. 210
cypsum, CO 81637
License: 570 -S
APPLICAIiIT Riviera Electric 06/29/2004 Phone 970-328-4!L1
P.O. Box 1417
G)4)sum, CO
410 Mccregor, Ste. 210
Gl4)slrn, CO 81637
L,icenge: 670 -S
Desciption: Fire alarm system for Children's Center
Valuation: $5.530.00
FEESUMMARY
Elech"ical->
DRB Fee->
Investigation->
Will Call---->
TOTAL FEES->
90. 00
s0. 00
$0. 00
$3.00
9442.35
Toal Calculated Fees->
Additional Fees-->
Total Permit Fee->
Paymmts----;'
BALAAJCE DUE->
9442.34
($442.3S)
s0.00
$0.00
s0.00
Approvals:I€e.n: 05500 FIRE DEPARTMENT
06/29/2oo4 mcgee Action: AP Pre-wire permit onIY'
CONDITIONSOF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the inforrration required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp
and subdivision code+ design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY 2135 FROM 8:00 AM - 5 PM.
CTOR FOR HIMSELF AND OWNET
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNFD -
Project *: ?W\ O1 4277
Building p..rit *.@f188 _
Alarm Permit #:
--
97 047 9- 21 3 5 (l n specti o ns)
ruWNOFYAE OF LFI CA
Commercial & Residential Fire Alarm shop drawings are required.at time of 75 S.
VALUATTONS FOR ALARM PERMIt (Labor & Materials)
Fire Alarm: $55-3 o s!--
*ih******:.:l*rk :t****:t**r&****r.*:r**:k*****'r*FOR OFFICE USE ONLY*******r.:f :.****l!***rf*:.**:!*r*****:r*****
Alarm Contracton
'iv ier"r E["tr,'.
Contact and Phone
/'/;h Hn,rr..l QD'l-ozo
iuittaies , to
Contact Assessors Ofrice at 970-328-8640 or visit for Parcel #
Parcel #2toto6t ooooa
JobName: Eo"ly Leorniq5 C"^fu.Job Address: lp N, F,"-+r, nJ Uesf Vq'l
Legal Description ll Loe fl Bbck I riiing:Subdivision:
owners Name: %,n .f t/o, I /uu r,.*rr)rr.ll ndoress: 7t S, Fro*+" o . R.{.Phone:
Ensin""tHetopT* (5^4^l Sysl.-rjAddress: TJtgS,le*"*P"*u, t)*ytoj;1 enone:(z2o) t'lS-olo3
Detailed Location of work: (i.e., floor, unit #, bldg. #)(-"^plef, tlo ftlo,^ Svrft^tAruro L,,ruf 6rri lr'1, ^ a : E"'/v /o"alnl Canii'
Detailed descriotion of work:(a^p,km F,, A/"r^ €ys,i.n
\J
Work Class: L"rn,{ Addition ( ) Remodet ( ) Repair ( ) Rerro-fit ( ) Other ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Mutti-family ( ) Commercial fi Restaurant ( ) Other ( )
No. of Exsting Dweiling Units in fris builOing: / lFNo. of Accommodation units in Fris buitdin
DoesaFireAlarmExist Yes( ) no() /,F ll DoesaFireSprinkterSystemExist Yes( ) No()t/4
\VAiI\dAtE\CdEV\FORMS\PEF,M ITS\ALRMPERM.DOC 07t24t2002
orttrr* oF coMMr.rNrrY DE'EL.P
o
MENTTOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E03-0163
lob Address: 129 N FRONTAGE RD WEST VAIL Status . . . : ISSUED
[,ocation.....: 129 N Frontage Rd Middle Creek Village Applied . . : 09123/2003
Parcel No...: 210106400002 Issued. . : 09/23/2003
ProjectNo t ?(XO3-6271 Expires. .: 03/2r/2004
o$mER TOI{N OF VAIL 09/23/2003 phone:
c/o Frr[A]rcE DEPT
75 S FRONTAGE RD
VAIIJ CO 81557
Lricense:
CoNTRACTOR RIVERIA ETTECTRTC 09/23/2003 Phone: 328-4LLL
PO Box L4L7
G)T)sun, colorado
8153 7
Lricense:327-E
APPIJICAIfT RMRrA EIJECTRIC O9/23/2OO3 Phone: 328-4111
PO Box 141?
GIT)sum, CoLorado
8163 ?
Licenae:'327-E
Desciption: INSTALL ELECTRICAL SYSTEM AS PER PLANS
Valuation: $138,000.00 LlqS+
Elech-icd_> S2, 403 . 00
FEE SUMMARY att++a:l+r*aalltr*'rraa!tarttlttl+i'|'l:lala*r:l'*r*a.r.rar*ri*r***.
Totrl Calculated Fees-> 52, 405.00
Additionsl Fe€s_> S2,406.00)
ToAl permit Fee--___+ 50.00
Payments------> $0. O0
BALAI{CE DUE_-_-.+ So. 00
DRB Fee-------->
Investigstion-->
wi cbll->
$0. 00
s0.00
s3. OO
TOTALFEES; S2,405. OO
Approvals:Item: 06000 EIJECTRICAIJ DEPARTMEIf,I
09/23/2OO3 Lc
IIEN: 05600 FIRE DEPARTMEIIT
AcLion: AP
CONDITIONS OF APPROVALCond: 12
.9:::.:].:-,T:3..1T::.::::.".Xff.ff::::'-:..T.:...tT.::.i,o:..:.o,o..:..::y,.:H."i.,-,,..,...,,,...,,.:,,,,*,.,*.**.:,
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQT'EIN FOR, INSPECTION SHALL BE MADE
o
AppLrcATroN *t no, BE AccEprED rF TNcoMpLETE oR
IJJlWt{-0Fvtn
75 S. Frontage Rd.
Vail, Colorado 81657
Building Permit #:
Electrical Permit #:
97 O-47 9-2149 (Inspections)
ElFqtrical Cgntractor:KiliPr+ Ebc-
Town of Vail Reg. No.:7ff)i,D27,,?a/-a ?'z
E-Mail Address:
COMPTETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
ELECTRICALVALUATIoN: $ /.< A.OOAMOUNT OF SQ FT IN STRUCTURE:
Contact Assessorc Offie at 970-328-8640 or visit
Parcel#
nona "'r'{nr'/r' Lro,no b-k -
Job Address:
Lesal Descriptioi ll mt',Kt,Filing:Subdivision:
Owners Name:Address:Phone:
Engineer: ll Address:Phone:
Detailed descriotion of work:
& ?-r, Dnc,hr/CAr+ 'l S,rf," ,K'
Work Class: New {/ Addition ( )Remodel( ) Repair( )TempPower( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both Oa Does an EHU exist at thisJocation: Yes ( ) No ( )
Type ofBldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial (') Restaurant ( ) fther(')
No. of Existing Dwelling Units in this building:No. of Accommodauon Units in this building:
Is this permit for a hot tub: Yes ( ) No ( )
Does a Fire Alarm Exist:Yes( )No(Does a Fire Sprinkler System Exist:Yes (No( )
for Parcel #
************r!****,r*************'r*:!****'rFOR OFFICE USE ONLY**************r.****rt***'r************tr
Other Fees:Oate neceived:
DRB Fees:Acceoted Bv:
Planner SiEn-off:
\WAiMAtA\CdEV\FORMS\PERMITS\€LECPERM.DOC 07/26D002
o
a
D
tr
MWNOP
o
tr
Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-6.
Overhead services are not allowed in the Town of Vail.
Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect
switch and to the first electrical distribution circuit breaker panel.
The main disconnect switch shall be located next to the meter on the exterior wall of the structure easilv
accessible.
All underground conduits are required to be inspected before back-fllling the trench.
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
walls and spaces are accepted.
NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories.
No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
If this permit is for installation of an elterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and verifli that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.
If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is required.
a If this permit is for a commercial space, two (2) sets of stamped drawings are required.
I have read and understand the above.
Signature Date Signed
If you have any questions regarding the above information or have additional questions,
pf ease contact the Town of Vail Electrical Inspector at970-479-2147. The inspector can be
reached on Tuesday, Thursday and Friday mornings between the hours of 8am and gam, You
may also leave a voice mail and the inspector will call you back.
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
out -r*T oF coMMr.JNrry DEVEL.T.?*,
NOTE: TI{IS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M04-0064
Job Address: l29N FRONTAGE RD WESTVAIL Status . . . : ISSUED
Location.....: 129 N Frontage Rd Middle Creek Village Applied . . : 04n8/2004
Parcel No...: 210106400002 Issued. . : 05/1012004
ProjectNo: Expires..: lI/06/2004
oIrtNER TOWN OF VArr-, 04/28/2004 phone:
C,/O FINANCE DEPT
75 S FRONTAGE RD
VAIIJ CO 81657
License:
CONTRACTOR COMMERCIAI-, DESIGN ENGTNEERIIIO /29/2}O4 Phone t 970-245-0595
1OO3 WINTERS AVENT]E
GRAND .]I]NCTION, CO
81501
I-,icensel. L92-M
APPr,rCAr[t COMMERCIAL DESIGN E]rGrNEERrNO4/28/2OO4 Phone: 970-245-0595
1OO3 WIMTERS AVENI'E
GRAND iTNCTION, CO
81s01
License: L92-M
Desciption: Construction of Children's Garden of Learning new structure
for day care center
Valuation: $39.136.00
FireDlace Informalion: Restricted: Y # of Gas Appliances: 0
Mechanical--> S800 . 00 Restuarant Plan Review->
Plan Check--> g2 0 0 . 00 DRB Fee----------->
# ofGas Logs; 0 # of Wood Pellet: 0
FEE SUMMARY *r'rrl+r'ltr*a'rrrt*'t'|**'r:**'t*:tr*.r**tt+ar*+liat'iltr****'rr'r!tr*a,r*t
S0 . 00 Total Calculated Fees-> $1, 003 . 00
S0.00 Additional Fees-----> $1,003.00)
s0.00
s0.00
$0.00
$0. 00 TOTAL FEES----------> $1, 003 . 00 Total Pemit Fee------->Investigation->
Will Call--->$3.00 Palments------------>
BAI ANCE DUE------_>
Item: 05100 BUIIJDING DEPARTMENI
O4/29/2OO4 CDAVIS ACTiON: AP PER ART HOUGI,AND REVIEV|I
Item: 05500 FIRE DEPARTMENI
CONDITION OF APPROVAL
Cond: 12
(BIrDG.): FIELTD TNSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
o
approved, Uniform Building Code
"nA
otntinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE Y TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OR CONTRACTOR FOR HIMSELF AND OWNEF
Building Permit #: 803-018
Mlq?Vtn
75 S. Frontage Rd.
Vail, Colorado 81657
RECEIVIO
' 'iTl 1.,,,o Equlpment Cut/Spei
CONTRACTOR INFORMATION
@MPLETE V TION FOR MECHANICAL PERMIT lqbor & Materials)
@nbd
*:*rt***:t**:*'*'r:r:*:r:f*:r:f*r:r**FOR OFFICE USE ONLy*:***,r:r:fi,tr:rrr*{r}***,rr*:r***,r**:i:r*
Permit will not be accepted without the following:
COMMERCIAI. DESIGY ENG '""'"141174o,Contact and Phone #'s:
NrELS JEPSEN (970)433-0238
""iJ'T![] [,}g**
A Offie at 970-328-8640 or uisit for Parel #
Parel #
JOb NAMC: MIDDLE CREEK EARLY LEARNING CENTER JobAddress: 129 N FRONTAGE RD, trAIL, CO
Legal Descfiption fl Lot: fl encr: ll Hing:SuMivision:
ovnersNanre: 16i41i1 offi FRoNTAGE RD, vArL,FTffi
Engineer:
-TAddrese
Phone:
Detailed description o
CONSTRUCTION OF DAg CENTER
IdCho, Nu*fri Mdition( ) Alturufion( ) Repak( ) fther( )
Does an EHU o<ist at this location: Yes ( ) No (X)
Tvpe of Bldg: single-famiry ( ) Dtrphx ( ) Mutti-famiry ( ) commercial fig Restaurant ( ) oter( )
No. of Existing Dwetting Units in this building:No. of Accommodation UniE in thb building:
No/TvpeofFireolacesExistinq: Ga ances( )GasLlgs( ) Wood/pe1et( ) WoodBumino( )
Noflype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ] woolperret t i wo"O e*rinq (NOT ALLOWED) -
Is thb a conversion fror a tn
Fllcycrlone/fo]fns /mcchpcrm
o
PMENTTOWN OF VAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2138
DEPARTMENT OF COMMUNIry DEVELO
NOTE: TI{IS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P04-0039
Job Address: 129 N FRONTAGE RD WEST VAIL Status . . . : ISSUED
Location.....: 129 N Frontage Rd Middle Creek Village Applied . . : 04128/2004
Parcel No...: 210106400002 Issued. . : O5ll0/2004
ProjectNo: Expires..: 11106/2004
owNER TOWN OF VArIr 04/28/2004 phone:
c/o FINANCE DEPT
75 S FRONTAGE RD
vAlrJ co 81657
I_,icense:
coNIRAeTOR COMMERCIAL DESTGN ENGINEERIII}4/29/2OO4 Phone : 970-245-0595
P.O. BOX 2418
GRjAND iTNCTION, CO
8l_502
I-,icense: 228-P
APPLTCANT COMMERCTAT DESTGN ENGTNEERTN04/28/2004 Phone z 97O-245-0595
P.O. BOX 2418
GRJA]{ID i'I'NCTION, CO
81502
License: 22A-P
Desciption: Construction of Children s Garden of Learning new stnrcture
for day care center
Valuation: $77,865.00
FireDlace lnfomation: Restricted: ??# ofGas Appliances: ??
Plumbing--> 91, 1?0. oo Restuamnt Plan Review-> $o . oo Total C|lculated Fees--> 51,465 . 50
Plan Check-> 5292-50 DRB Fee------------> $0.00 Addilional Fees-----> $1,46s.s0)
Investigalion-> 90.00 TOTAL FEES------> 91,455.50 Total Permit Fee------> 50.00
# ofGas Logs: ?? # of Wood Pallel ??
FEE SUMMARY rr*ri*a*rr+*'*:tr*t*r'i**,1*{,}*r,r*+r++***:}**:r'***,t:}*****a**r**t'}:tt
Will Call---->93 .00
** **,t i* + 't,| +,1'| * 'l,l:!,1| *+ | ++ '*
*,t *:l * t:l 'l { *,1| * l,t lt*
Item: 05100 BUILDING DEPARTMENT
O4/29/2OO4 CdAl/iS ACTiON: AP PER ART HOUGI,AND APPROVAIJ
Item: 05500 FIRE DEPARTMEIfT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIEI-'D INSPECTIONS ARE REQUIRED TO CI{ECK FOR CODE COMPLIA}ICE.
Ir t*:tl l1+l *a l at,l t+t'l *a | +t+ l!****a+ i *:l t+'t++*t:i * 'l 'ta'i +a+ l++ l' *:l *:i ***'l* '',tl +a * *:l**
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 atl the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
Payments------------->
BAI.ANCE DUE...-.--->
$0.00
$0.00
approved, Uniform Building Code and ofthe Town applicable thereto.
o
other ordinances
REQUESTS FOR INSPECNON SHALL BE MADE TWENTY-FOUR HOURS IN ADV T 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OR CONTRACTOR FOR HIMSELF AND OWNEF
AppLrcATroN f,- no, BE AccEprED rF rNcoMpLETt unrrunro.
Project *, r(5o3- oz31
Suildinqps@
Pfumbilng Permit #;@
MVNOPVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR IN FORMATION
79-2149 (Inspections)
DESIGN ENGI,}IETRING
*-'j2$": P Contact and Phone #'s:
NrELS JEPSBN (970) 433-0238
.. slElfft t. tfltfc
tresten $ore Man,
PLUMBING: $ 1J,8b5.oa
COMPLETE TION FOR PLUMBING PERMIT (Labor & Materials)
Contad Asessorc Office at 970-328-8640 or visit for ParceI #
Parcel # (Required if no bldg. permit # is provided -bove)
JOb NAMC: MIDDLE cREEK EARLY LEARNING cENTER JobAddress: 129 N FR6NTAGE RD, Utth c0
LesalDescripuon ll ue ll eto.t: I riline,Subdivision:
Owners Name: rowN oF VArL ll address: 75 S FR6NTAGE RD, verl ll enone: (
Engineer:Address:Phone:
Detailed description of work:
CON$IRUCTION OF DAYCARE CENTER
WorkClass: New(x[ Addition( ) Alteration( ) Repair( ) Other( )
Typeof Bldg.: Single.family ( ) Duptex ( ) Multi-family ( ) Commercial EE Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No (r )
*******************************t*******FOR OFFICE USE ONL ** ****************** ***:l***** *** *****
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PAGE g2
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129 North FrrontaF Roril
VriL Cotondo 8165?
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^|bil.",Comcrerit:
Reoueste9 lnqoectlon(s I
Itemr 90 BLDG-Flnal
Requ€sted Inspect natP:' Inso€c'tion Arer:
Slte Addressr
Frlda '/. .Januarv 21.2f105cD'
129 N FRONTAGE RO WEST VAIL
129 N Frontage Rd llllddle Creek Vlllage
see 8{13€149 foi asll D€rmft feE breakoub - ADMIN
WALL REzuILD INFdRMAIIO}.I SIJBMITTED AND ROUTEI} TO MATT GENNETT, CHARLIE DAVIS. MII(E
ircGEE ANO NITIA TIMM. - JSUTHER
ol- Ll-6€.
Requested_Tltue: qq'-0Q Alt{ -Requ€stor: SI{AW CONSIRUCT1ON COMPAIIY
As'gned To: CDAVIS p A
'me
Exo:
Ito|n CoItunenls: DTIIEEE|rI4]SIC I,I/ORKS AND PLNNIFtrG:-
Pfione: 970-242
Enterud By: GDENCKLA K
Insp€cuon Hlstorv
5Ol FW-Rouoh orade5m FryV-FlnaTdrfrew85A PtV-FlnaT drfoewav orcdel0 ElC€-Foodnosste'el| 0 EL C-Cr F.qolngs,'Slde * ArorovEd "fg
Item:
Item:
Itam:0lr15M- Insp€c'tor: CDAtlS Ac{on: APAPPROVED
01,'30/04 Insixclor: GCD Action: APAPPROVED
Comm€nts: 1 FAO AFPROVED. OT}IER PADS ALREADY POUIiEO ffTH FOOTINGS.
Item. 20 BLDC-Fouu.lbn. St€€l " A9proved "
01,29O4 ln$pdctor: GCD Aclixr: CRCORRECTIOA|REQU|RED
C,OMT|ENIS: WALL SECTIOI.| C REOS ALL NUMBER 4 REBAR TO BE 12" ON CENTER.
O1/3OO4 lnrp.clor: CiCO Acliofl: APAPPRoVED
Comrnc'is: FOUNDATIOI.I YYALLS APPROVED.
52O PLAi+.]LC Snr P|an
30 BLOO-Fr.min ADDrowd'-
O9rOl tO4 -lnsEclor: @D Act'lon: DN DEMED
Comm€nts- ILC REOD TC BE SL,BMTTTEDAND APPRO/ED BY PL^FIiIING PRIOR ICIFRAMI?.IG
INSPECTION.
09O7O4 Inspeclor: C'CD
Comm€nts: { ITEMS
Actlon: CR CORFECTION REOUIRED
llem:
'Item:
O9t17,tO4 Inspeclor: GCD AcUon: APAPPROVEDItem: 50 BLOGlnsuhUon ApHoved "
B'10i04 InsDector: An - - Acton. APAPPROVED
Comm€nts: APPROVED WALL INgULATION EXCEPT IN RCOMS 1 14 .q I 17
09/13'04 Inspector: GCD Acllon: APAPPFOVEtr
Commenb: RMS 1 14.1 17
It€m: 60 BlDc-Shectrock Nall '" ADDrovad "
09,'17 0.{ Inspactor: GCD ' ' Aclion: AP APPROL'ED
Item: 70 BLDG-Mlsc. " AFprovsd "
092304 lnsp€ctor: GCO Acuan: APAPPROVED
Cotnrn€nG: STUCCO LATH
REPT131 Run Id: 2792
092S2005 Inspec,tlon Request Reportlng Page 1
4r0B pm vail, co - clty oi
Requested lnspect Date: Tuesday, September 27,2005- Inspition Area: Cu
Slte Address: 129 N FRONTAGE RO I1EST VAIL
129 N Frontage Rd llllddle Creek Mllage
AJPID Informaton
ActMty: 8O30188 T!pe: COMBUILD
Const Type: Occupahcy:21
Orvner: TOIA/N OF VAIL
Appllcant: SHAWCONSTRUCTTON COMPANY
Contractor: SHAW CONSTRUCTION COMPANY
DescrlDtion: Conslruclton of Daycare centet
Comin€nt $e B(B-0149 for ristl permlt fee b.eakouts - CDAVIS
COM'NENI REVISIONSiRESPOI''i9ES FOR CODE CORREC]IONS RECIEVED AND ROUTED TO BUILDING DEPT/&
2'r-03 - cDAVIS
Comm€nt WALL REBUILO INFORMAIIOI{ SUBMITTED ANO ROUTED TO IVIATT GENNETT. CHARLIE DAVIS, MIKE
MCGEE AND NINA TIMM.. JSUTHER
Comment Checked revlslorr.."aDorov€d - MGENNETT
Comment REVISION SUBMITTED FOR RE-ENGINEERING FOR PERMANENT STABILIZAIION TO EXIST1NG
CO$IDITIONS. NO AODED VALUANON. ROUTED TO MATT GENNETT. CHARLIE DAVIS, RRE AND
PUBLIC I,I/ORKS. . JSUTHER
RequestedpTlmer
Enl€r€d By: LIILLMAN K
Reouested lnspecfi on(sl
Item: 90 BLDG-Final
Requestot: SHAW CONSTRUCTION COMPANYI Paul
Comm€nti; No timc Dref . Eadv Lcarnino Cant€tA$sisHln: JMotrDRAGoyp riorro, 30
comm€nr: DNIEU'EYFUEIC l,rpRKs AND'a-AFINII\E-
0?
82 Slabs: ISSUED
V l.l Insp Area: CD
Phone: 97S242-9236
Phone: 97G242-936
AM
-/
09:00
90+0
lnsoecUon Hlstoft
ltem: 5$2 Plll/-Rouoh orade
It€m: 5O3 PW-FIMI dr&€wa y g.ade
Item: 10 BLDG-Foo{m$ Std€ l- - ApFov€d "
Ol'15i04- Inswclor. CDAVIS
Comm€nt:
Item: ?0
01t3O/04 Insp€ctor: GCO Action: APAPPROVED
COMnI€NI: 1 PAD AFFROVED, OTHER PADS ALREADY POURED WITH FOOTINGS,
ELDG-FoundstlorvSteel "Approved"Oli29lo4 lrcp€ctor: GCD -- Ac{on: CR CORRECTIO|I REOUIRED
CO{I'M9'!I: WALI S€CIIOI'I C REOS ALL NUMBER 4 REBAR TO BE 12" O{''I CENIER.
OI|3fllo1. lnspsclor: e€D Acdon; APAPPROVED
Commenl: FOI,NDATION WALTS APPRO/ED.
PLAN-ILC Slt€ PlanBLDG-FEmlno - AcDroved -
09 0,l'0; -inspector: GCd' Action: DN DENIED
Comm€nl ILC REOD TO EE SUBMITTED AND APPROVED BY FLANNING PRIOR TO FRAMII.IG
INSPECTTON.
llem: sio
Item: 30
\tilWfu\/,Jl Cd,/*"Aqo%
Action: APAPPROVED
REPT131 Run Id: 3662
To:
Charlie Davis - Chief Building Official, TOV
Tom Kassmel- town engineer
Leonard Sandovahl - Public Works_
Gentlemen: Sony for the delay here. Attached is the response and additional
information you requested for the interim wall solution at the Children's Garden of
Learning.
Please let me know if you have any questions or need further information.
Items in this package:
- response to questions from Town Staff (5 pages)
- Koechlein Reports (2 field reports and acceptance letter)
- Memo from Coughlin & Company regarding the use of parking lot
- Attachment'A' showing actual intrusion into parking lot during interim
period (includes photograph)
- Revised staging plan / traffic control plan showing turning radius,
discharge (includes photograph of building entrance to show exit
discharge from building)
{Lu"&
[- \1
.07
6o3- o t38
R,HCFIVED
i_rri I
Comments from Tom Kassmel - TOV engineer
1. Interim Wall: Provide a stamped detail of the alternative currently being
constructed. As discussed before the cunent submitted details show
removal of asphalt. Please show the detail with the use of 6" of screened
rock.
See attached report from Koechlein illustrating the use of 6" of screened rock.
The utilizatton of the 6" angular rock in lieu of removing asphalt was discussed
by Scott Myers with Koechlein andfollowed up in afield report (attached)
2. Final Wall: As discussed before please provide a stamped detail showing
the final tiered wall configuration with appropriate geogrid embedment
lengths.
The data given may be used however the detail must show exactly what is
to be constructed.
As I understand this, when you design a tiered wall system where the upper wall
will provide a surcharge load to the lower, the design must be completed as a
single wall, which is why the cross section shows only one wall. I have requesled
the revised cross section from Chisholm and wtll submit to the TOY for review
prior to rebuild of the wall. (lValt Koeske has conlirmed that this cross section
will be completed by Monday, January I7')
3. Interim Staging Plan: (Exhibit B) Provide dimensions from staging limit
line to flowline of opposite curb/pan. A minimum of 20' must be
maintained for two way traffic along drive aisle. A concrete barrier along
with 6' green screening fence shall be provided along limits of interim wall
for the entire interim period to eliminate conflict between children and the
construction area. This area shall also be signed as a construction area
and "do not enter".
The interim wall plan is actually a lot less intrusive than was originally thought.
The barriers (staging limit) are actually only intruding into the parking lot (worst
case) at the North Surface Parking area about I % feet. The walls do not
protrude into the two way drive aisle at all - leaving the original 24' design. See
attached revision (attachment 'a'). Also, it is understood that the concrete
barriers act as an acceptable wall to designate betyveen construction and public.
4. Final Construction Staging Plan: (Exhibit C) Provide dimensions from
staging limit line to flowline of opposite curb/pan. A minimum of 20' must
be maintained for two way traffic along drive aisle. This may be waived if
deemed appropriate by Fire for the time when there will be no occupation
of the ELC (the first week of June). However when it is expected that staff
will be occupying the ELC during the second week of June and thereafter
the minimum of 20' must be maintained. A concrete barrier along with 6'
green screening fence shall be provided along limits of the construction
staging area to eliminate conflict between children and the construction
area. This area shall also be signed as a construction area and "do not
enter".
See revised exhibit 'C'. It will be necessary to impede on the 20' access during
the first week to rebuild the far west wall. We will complete this the first week or
during hours ofnon occupation by the ELC.
Final Construction Staging Plan: (Exhibit D) Provide dimensions from
staging limit line to flowline of opposite curb/pan. A minimum of 20' must
be maintained for two way traffic along drive aisle. The drop-off area will
either require a clear driveable diameter of SO'(based on AASHTO
passenger vehicular outside turning radii) or an engineered plan must be
provided using turnin g templates/Autoturn proving otherwise.
See revised exhibil 'C' illustrating the 50' driveable diameter at the turnaround
area, as well as the 20' two way traffic at the drive aisle.
Provide letter of understanding from ELC of the constraints during the
interim solution and the construction time period as outlined before.
Waitingfor this letter to be executed.
Provide a bond for the complete reconstruction of the tiered retaining wall
as well as its demolition.
Bond forthcoming January I 4, 2005
8. Provide a bond for the entire length of public storm sewer including
demolition and reconstruction.
Bond forthcoming January I 4, 2005
Gomments from Charlie Davis - Chief Building OfficialTOV
I have completed my initial review of the interim and rebuild solutions for the
MSE walls located at the Children's Garden of Learning. Listed below are items
identified that require additional action:
1) Has CDOT approval been obtained for work that is described to occur
during the installation of the interim solution? Paragraph 5 states: "Long's
Excavation will provide traffic control along the frontage road for delivery
of the blocks and equipment when it is delivered" lt is my understanding
that CDOT does not allow traffic control to occur in their Righfof-Way
5.
6.
7.
2)
during this time of year. Please provide a copy of CDOT approval prior to
any work occurring that impacts the frontage road.
My mistake here. I had thought that it would be necessary to stage trucks or
deliveries along the frontage road. Deliveries were able to occur directly into the
parking lot, with no staging necessary, and so no work in the CDOT right of way.
Provide a letter of agreement between Coughlin & Coughlin and the ELC
management staff allowing the use of Middle Creek parking for the ELC
staff members. Also, please address how the ELC staff members will
obtain access to their site from the Middle Creek parking area. As
currently constructed, the walk path located to the east and in front of
Building B has non-code compliant handrails.
The letterfrom Coughlin is attached. Ifstaffchooses to utilize coveredparking'
we will have the ELC instruct their staff that the proper means of access is via the
stairs adjacent to 'A' and via sidewalk to thefrontage road.
ls there no occupancy proposed for the ELC during the rebuild phase of
the MSE walls? The proposal appears to remove any access vehicular or
pedestrian during this phase of work occuning. There will be no approval
to occupy the ELC during this phase for children or staff during this phase
if access is not safe maintained.
I apologize if this was not clear in the plan.
o The ELC has granted no building occapancy whatsoever during the week
of May 2/h through June 5'n . During this time period the farthest 'east'
retaining wall the j3 foot section directly adjacent to the ELC) will be
rebuilt, as well as general removal of the interimfix.
o During the week of June dh through June I/h, staff occapancy will occar.
At this point, the staging plan will go into affect (revised exhibit
'C')allowing safe access to the building via construction zone and public
zone.
t Following June I 3'h, when kids are again occupying into the building, the
staging plan will be in afect and maintained until construction completed.
Vehicular access will still be available via drive lane and turning radius, per
exhibit'C'.
Please provide a contingency plan if the construction, delivery of
materials, or weather delays the reconstruction of the walls.
The materials utilized to build the walls are on site (blockfor the MSE will be
reused, as well as the structural fill bacffill). No material deliveries will hamper
the reconstruction of the walls.
3)
4)
l(eather may become afactor, as proper compaction cannot occur if the soil is
saturated. V[/e intend to cover (with plastic) the structural soil at night or if il is
raining during the day, so we are utilizing dry materials and proper compaction
can occur.
5) Koechlien Consulting Engineers Inc. has provided a statement for the
review of the interim solution. The statement, 'We have assumed surface
drainage will be properly controlled and that drains have been constructed
behind the walls." Provide documentation that this is the case.
Assumptions shall be confirmed.
Drainage has been suppliedbehind each retainingwall as designed- I %foot of
gravel is designed behind each wall to provide proper drainage behind the wall.
This was installed as designed by Chisholm Engineers. An example can be
viewed via photographs taken by Tom Kassmel - TOY engineer.
6) Provide copies of all inspection reports performed by Koechlien Consulting
Engineers during the interim phase. An acceptance letter shall also be
required prior to approval of occupancy for the ELC. These reports may be
submitted to the Town of Vail Building Department and we will route them
to other appropriate departments.
See copy ofacceptance letterfrom Koechlein Consulting Engineers, attached.
7) Provide copies of all density/compaction tests performed during the
interim solution installation. Section B-B requires allstructuralfillto be
compacted to a g5% standard proctorASTM D698.
Section B-B utilized screen rock compacted in 12 " lifts in lieu of structural fill.
This was noted and accepted via Koechlein Consulting Engineers.
8) Exhibit B appears to show block installation that impacts the exit discharge
of the Main exit of the ELC. Please modify this so as not to impact the exit
discharge for this required exit system. Occupancy approval of the ELC
will not be granted untilthis is remedied.
See revised exhibit 'C'- no impact will be made to the exit discharge of the
building. (Also, see picture I - as confirmation of exit discharge staying in place
during the interim solution.)
9) Exhibit C, staging plan, appears to impact the exit discharge from the main
exit of the ELC. Please modify this so as not to impact the exit discharge
for this required system.
See revised exhibit 'C' - no impact will be made to the exit discharge of the
building. (Also, see picture I - as confirmation of exit discharge staying in place
during the interim solution.)
10)Exhibit D, traffic control plan, appears to impact the exit discharge from
the main exit of the ELC. Please modify this so as not to impact the exit
discharge for this required system.
See revised exhibil 'C'- no impact will be made to the exit discharge of the
building. (Also, see picture I - as confirmation of exit discharge staying in place
during the interim solution.) This revised exhibit 'C' sertes as a revised trafic
control plan and the intent is to void exhibit 'D'.
1 1)Has DRB application and approval been obtained for this revision? lt is
required and shall be obtained prior to construcition occurring for this
revision.
DRB application was made and reviewed with Matt Gennett and Russ Forrest
January I 3'n, 2005 and is pending.
oo
oechlein Consulting Engineers, lnc.
onsulting Geotechnical Engineers
K
c
12364 W. Alameda Pkwy . Suite 1 15 r Lakewood , CO 80228-2845
www.KCE-Denver.com
AVON/SILVERTHORNE
(970) 949-6009
(970) e49-9223 FAX
LAKEWOOD
(303)989-1223
(303)989-0204 FAX
January la,2005
Clark Adcinson
Shaw Consfuction
760 Horizon Dr.
Crand Junotion. CO 81506
Subject: Temporary Stabiiization of Retaining Walls
Mrddle Creek Early Learning Center, Vail, Colorado
Job No. 05-004
As requested. a reprtsentadve ofour office observed the construction methods used to stabilize the existing retainhg
walls on January ll. 12, and 14, 2005. The purpose of our observatrons was tc verify that the ternpotary
stabilization was constructed in accordance with our letter dated Januarv 10. 2005.
In general, the temporary stabilization was constructed in accordance with oul original recommendations with the
following excepiions:
L The existing asphalt was not removed beneadr the concrete blocks. As an altemative to removing fte existing
asphalt, we recommended that at least six inches of angular rock be placed on lop of the asphalt and the blocks
then placed on the angular rock
2, Angular rock was used as fill behind the concrete blocks where the original wall was removed. As an
alternative to placing compacted sb.uctural fiIl hehind the concrele blocks where the original rvall has been
removed, we approved the use of angular rock as backfill
In our opinion, the temporary stabilization was construoted m accordance with original recommendations presented
in our aforementioned letter and our on site reconrmendations.
We appreciate the opportuniry to provide this service. If we can of filnher sen'ice, please contact us.
KOEC}ILEIN CONSULTING ENGINEERS. TNC.
/,)/*/ u wz,"r&-
Richard M. Wenzel III
Engineer
Reviewed by:
Scou B. Vyers, P.E.
Senior Engineer
3 copies sent
-t 33822 !*
4*/ol:r's.$flilrrt'i.$
cc Barrv Monroe. Shaw Constructtcn
KOECHLEIN CONSULTING ENGINEERS. INC.
Report of Construction Activities
1lTr., Tt>or K,1i^r,t- -:- -*-
To: Clark Atkinson
Shaw Construction
760 Horizon Dr.
Grand Junction, CO 81506
Job No. 05-004
Report #: t
Date: lll
Sheet: 1o
Project: Middle Creek Early Learnins Center. Vail. Colorado
l /05
:r
Weather Conditions and Temperature: Partly Sunny, 32oF+
Construction Activities/Observations :
Engineer arrived on site as requested to observe the method of construction used to temporaril;
existing retaining walls. The first row of concrete blocks, measuring 2'x2'x 5', was being placed
existing retaining wall with approximately 8 inches of space between the existing wall and the co:
The row was 2 blocks (4 feet) in height. The base of the blocks consists of washed %" grat
entrance to the building, the asphalt has ice on it where the 2nd row of blocks will be placed. Ali
has been cleared of ice where the blocks will be placed. Snow and construction de6ris was obr
ground surface where the lower wall was missing.
i stabilize the
[n front of the
hcrete blocks.
iel. Near the
other asphalt
berved on the
Verbal Communication:
Engineer discussed the placement of the 2"d row of concrete blocks. A 2nd row will need to be pla
entire length of the existing wall, including near the entrance to the building, because of
construction of the new wall.
Where there is asphalt below the proposed blocks, the existing asphalt does not need to be remc
that at least six inches of angular rock is placed between the asphalt and the concrete blocks.
Angular rock may also be used as fill between the concrete blocks and the existine walls. The
used as backfill must be vibrated into place.
The snow and construction debris on t}te ground surfacr where
removed prior to backfilling behind the blocks with angular rock.
will need to be vibrated into place.
:ed along the
questionable
ved provided
angular rock
lneed to be
I in this area
Copies To: Barry Monroe., Shaw Construction
Rick Werizel Scott B. Myer
Reviewed ByField Observer
).8.
KOEC COI{SULTING ENGINE RS,INC.
Report of Construction Activities
Clark Atkinson
Shaw Construction
760 Horizon Dr.
Grand Junction. CO 81506
Job Nn.
Report #:
05-004
2
Datc: lilZ/As
Sheet: i of l
Proiect:Middle Creek Earl Center Vail. Colorado
Weather Conditions and Temperature; Partly Sunny, 28"F+
Construction Activitles/Observltlons :
Engineer arrived on site as reques'led to observe the rnethod of construction used to temporarily stabilize the
exiiting retaining wails. "Ihe placernent oi the first row of concrete blocks has been con:pleted and work on
placement of the second row is in progress. Where blocks are being placed over asphalt, six inches of angular
rock has been iaid down and compacled with a vibrating tamper plate. The lrlocks wete then placed on the
compacted angular rock. The space between thc existing wall and firct row of blocks has been filled with
*g1ilur rock. Where the lowsi wall is missing, the constructior debris and snow bas been rernoved. but
placemart of the angular rock bachfill has not been starled The concrete blocks in this area are tilted slightly
toward the driveway.
Verbel Communication;
The following issues were discussed with the contracior:
L The second row of blocks should be set approximately' 4 inches out fronr the first row of blocks and the
space in between filled with angular rock
2, \ltrere the first row of concletJblocks are tilted toward the diveway, they should be retnoved and tlre base
on which the blocks sit prqrared so that the blocks wili sit vertical or have a slight batter toward the slope.
3. rilhereLheblockswill sltpartiallyona.sphalta:rdpartiallyongravel,atleastsixinchesofgravelshouldbe
laid down ard compacted so that the blocks sit entirely on the angular rock.
4, Angular rock placed behind the blocks as fill must be vibrated into place'
Copies To: Barry Monroe, Shaw Construction
Rick Wenzel Scott B, M
Field Observer Reviewed By
January 14,2005
Mr. Matt Gennett
Community Development
Town of Vail. CO
RE: Children's Garden of Learning Parking
Dear Matt:
Please accept this letter as an agreement from Middle Creek Village to provide the
Children's Garden of Learning with 8 parking spaces in the Middle Creek parking gaftge
until such time as all site work is completed at the Children's Garden of Learning and all
of its parking spaces on its site are available for use.
We will coordinate with the Children's Garden of Learning staffto provide convenient,
reserved spaces in our garage.
Because we have many residents at Middle Creek who do not have automobiles, we have
ample available space in our garage for this use.
Please call me at (303) 863-1900 ifyou have any questions or need any additional
information.
Sincerely,
ft\-I**l |.K----j
Michael P. Coughlin
Manager
Middle Creek Village, LLC
MIDDLE CREEK VILLAGE, LLC
1,[5 North Frontage Road We6t, #4100 r Vail, Colorado 81657
TOLL FREE r.666-8200 r r,oCAL 92G479l62fl0 c FAX970477-21JO
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Children's Garden of Learning
Rebuild of MSE Wall
It is necessary to rebuild the MSE walls at the ELC next spring / summer due to incorrect design /
build of these walls. Originally a grade bust was determined at the MSE walls on the civil
documents. Upon further inspection, the walls were designed and built as single tiered walls, not
multi tiered walls, which leaves the geo{rid fabric at an inconect embedment length.
Shaw Construction Personnel (cell phone)
o Clark Atkinson (970) 985-3340. Paul SchulE (970) 904-0035. Jay Howard (970)904-0217
. Grand Junction Office (970) 242-9236
This'olan'will be broken down into 2 sections.
second being the final solution.
The first being the interim solution, and the
Eo; - ot 88
lnterim Solution
There is a potential for the current retaining walt to fail prior to it being rebuilt. An interim solution
has been devised to provide a safe environment before the summer rebuild work occurs.
The solution has been provided by Koechlein Consulting Engineers, Inc and is labeled exhibit'a'
and is attached to this document.
The solution, in short is to provide large concrete blocks as a 'mass' structure to the outside of the
wall to prevent wall failure. This work is scheduled to occur immediately with the intention of
being complete on or around the end of the week of January 10"', 2005.
The interim solution will be constructed by Long's Excavation, Inc. as a subcontractor to Shaw
Construction.
The delivery of the concrete blocks will be flatbed truck and delivered to the ELC parking lot,
unloaded by crane and set into place. Long's Excavation will provide traffic control along the
frontage road for delivery of the blocks and equipment when it is delivered.
Once the blocks are in place, Long's Excavation will need to provide a gravel or similar material
between the blocks and the wall, to provide the final piece of stabilization, as designed by
Koechlein.
Parking
The interim solution will hamper the parking and fire lane tumaround at the ELC. (See attached
exhibit 'B'). While the final placement of the blocks may be somewhat field determined, this
exhibit illustrates what the impacts will most likely look like.
The ELC provided lor 22 surface parking spots. With the interim solution, it looks like 9 surface
parking spots will be lost. There is a potential that 3 parallel parking spots may be regailed
adjacent to the wall if the wall doesn't encroach on the 'North' portion of the lot too far. This will
be determined following final placement of the blocks.
RHCffiIVFTJ
.JANi',
TOV.COM.DEV.
The developer of the site (Coughlin & Company) has agreed to allow the staff of the ELC to park
in the covered lot for building 'C'. This would at a minimum of 6 spots, and a maximum of 9
spots.
Fire Lane Turnaround
The flre lane tumaround will be encroached upon during the interim solution as well as during the
reconstruction of the wall. (See exhibit 'b' and 'c' for probably encroachment).
During the interim solution, it is understood that the fire department is willing to 'front' into the lot
to access the fire hydrant, and back out if the need for such an emergency is necessary. Once
the wall is rebuilt, the fire lane lurnaround becomes useable again.
Rebuild of the MSE Walls
In the spring of '05 following proper ground thaw, both the lower and upper MSE walls need to be
rebuilt. This will be an extensive process.
Description of Process
1. Removal of interim solution (blocks need to be picked up and removed from site).
2. Removal of MSE walls - upper and lower. Both the upper and lower MSE wall needs to
be removed before the fix is complete.3. Rebuild of lower MSE wall. This needs to be replaced first, as the fabric will need to
embed itself about 14' into the hillside. This will more than likely greatly interfere with site
access - as a large amount of dirt needs to be removed ftom the upper wall area in order
to get the fabric to be placed as deep as it needs to in the hillside.4. Rebuild of the upperMSEwall. This will be completed second, once the lower wall is
rebuilt. Again, probably very intrusive since a large quantity of earth needs to be
removed from the upper wall in order to get proper embedment length.
5. Completion of landscaping. Landscaping adjacent to the MSE walls will need to be
completed following rebuild. We envision this portion of the process to be relatively
unobtrusive.
Schedule
The Children's Garden of Learning has a one week interim starting memorial day weekend of
2005(evening of May27th,2005) wheretheywill notbeutililngthesite. Aftermeetingwiththe
staff on site (January 10'n, 2005) they have agreed that it will probably be in the best interest of all
if they extended their break week by an extra week, giving us 2 weeks of straight work with no
student interaction.
The intent is that the work will start the evening of May 27s, 2005. Work will continue through
June 12th uninterrupted. (l do want to caution ihis team that the first weekend is Memorial Day
weekend - and it will be difficult to get forces on site this weekend. We will make it a condition of
their bid - and potentially they can give the crews working that weekend the prior weekend off. I
do want to caution everyone that potentially this may be an issue).
As we understand it, the first week (Friday May 27th through Sunday June stn; both students and
teachers are not on site.
The second week will be staff only (Monday June 6th through Sunday June 12rh).
We envision that even with these 2 weeks of relatively uninterrupted access, the construction of
these walls will continue past the 12'n of June. We envision needing a potential duration of 3
additional weeks in MSE wall repair, putting the aclual MSE repair completed by the July 4th
weekend. We also envision that landscaping and overall site cleanup continuing for another 10
days or so, until approximately July 15u.
The intent is to rework the walls starting at the ELC (building itselfl (section 1 on exhibit'C') and
work our way away from the building.
The desire is that once school is re-opened on the 13th of June, the construction is complete
adjacent to the building. Not all of the area (section 1) will be able to be turned over to the school
on June 13tn, as we envision still needing a portion of this area for stocking of material. We
envision that half of the portion of section 1 will still need to be utilized for stocking material.
We also envision that site landscaping will be ongoing during the construction, and completing 1
week following the MSE walls.
The overall duration of the work is then Friday, May 27th through Sunday July 18th 2005.
Gonstruction Parking
There will be no contractor parking in the ELC portion of the project. Parking will either occur in
the developer lot at building 'C' or offsite at the Lionshead parking structure and shuftled in.
Interaction with the School
During the first 2 weeks, Shaw Construction and our sub forces will have no inleraction wift
students.
Starting June 13'n - there will be interaction with the Childrens Garden of Leaming. There are
several time constraints to be particularly concerned with:
. Dropoff Time istypically9amto 10:30am. No deliveries or work outside the
fence will occur during this time period.o Pick up Time is typically 3pm and runs to about 3:45 pm. No deliveries or work
outside the fence will occur during this time period.o Note: the intent will not be to stop construction at these time periods - only any
construclion outside the fenced area (i.e. deliveries, etc.).r Quiet Time or sleep time is typically 2 pm to 3:30 pm. Any noisy work during this
time will not be tolerated or constructed. lf quiet work can be completed, we
intend to continue to work during these hours.. Deliveries of material or equipment will be made early mornings (before 8:30 am)
or late evenings (after 4 pm). No deliveries will be made during the hours of 9
am and 3:30 pm.r Shaw Conslruction will provide flagmen during delivery time periods as well as
during the school drop off and pick up, to assist the school in this process. The
flagmen will not be present outside the fence between the hours of 10:30 and 3
pm.o Paul Schultz will be the onsite field superintendent for Shaw Construction, and
will coordinate daily with staff to alleviate any con@ms and keep the school
informed as to what is occuning on a daily basis.
We would like to schedule a preconstruction meeting with the Childrens Garden of Leaming, the
TOV, our sub-forces, and ouiselves on Wednesday, May 25th to provide the proper controlior this
work scope. Time TBD.
Traffic Control Plan
See exhibit'D'- proposed trafiic control plan during the construction period. A separate traffic
control plan approved by CDOT will be submitted to the prior to starting the work. This plan will
be submitted to CDOT by the successful subcontractor bidding the work.
Erosion Gontrol Plan
We intend to utilize the erosion control plan from the ELC portion of the project when completing
this work. More specifically, we will provide inlet protection at the 2 inlets at the entrance to the
ELC, as well as silt fence in front of the walls and worked areas each night. Once the work is
completed, the 'carpet' and mulch work will be completed and landscaping completed per the
contract documents.
Bid of Work
Shaw Construction will bid this rework in late January. Bids will be taken, descoped and a
successful subcontractor will be selected by March 1s', 2005.
Attachments to this Plan:
Aftached to this plan are the following:
. Exhibit'A'- lnterim Solution Design (7 pages)r Exhibit'A1'- Modifications to Interim Solution Design (1 page)o Exhibit'B'- Plan of Interim Solution with notes (1 page). Exhibit 'C' - Staging plan / Management Plan during rebuild of walls (1 page). Exhibit 'D'- Trafiic Control Plan (1 page)r Exhibit'E'- Erosion Control Plan ('l page). Exhibit'F'- Rebuild (design) of MSE walls (9 pages)r Exhibit'G'- Limits of Disturbance / Landscaping (1 page)
3a3s8sO
Koechlein Consulting Eng
Consulting Geotechnical Engineers
12364W. Alameda Pkwy . Suite 115 r Lakewood, CO80228'2845
www.KCE-Denver.com
AVON/qtLVERTHqFNE
(970) 949-6009
(970) 94s-e223 FAX
t*qict'A gjgartod &r9't
Ineers,
LAKEWOOD
(303) s89-1223
(303) 98e-0204 FAX
t*"fr 10,200s
Clarft Atldnson
Sba+ Construction
760 florizon Dt.
Grarld Junc'tion. CO 81506
I
Subjoct Temporary Stabilization of Retaining Walls
I Middle Creek Eu'ly Leamiug Center, Vail, Colorado
j JobNo.05-004
i
As rfuuested on January 6,2005 we observed the site conditions at ttre subject project and analyzed the
stabllity of the constructed walls systan- The purpose of this letter is to barsmit our recommendations
for tfrnporary stabilization ofthe walls-
I
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A tr*o tjered retaining wall system was constructed on the north side of the parking lot for the Middle
Cre{k Early trarning Center. We understand the existing retaining walls w€re consfucted as single
tierefl walls. Siace tlre walls are two tiered the lower wall was not designed to lupport the upper wall. In
addifion, the bottom of the lower wall was constructed 2 feet above the parking lot final grade. We
und{rstand that th€ existing retaining u'alls are to be reconstructed- However, r€construction of the walls
is toj be performed during the summer. Therefore the walls need ro be tenporarily stabilized during the
wintpr and spring months. Based on the information provided to us we anal5rzed methods for stabilizing
the {valls. We have assumed surface drainage will be properly conholled and that drains have been
conslructed behind the rvalls. The methods analyzed included using large concrete blocks or soil placed
in fi"nt of the bottom wall. Tho results of our analysis are shown on the sttached drawings. \Ve
recofrrmend these drawings be followed to stabilize the walls. A representative from our ofiice sbould
obsfve the construction of the tecrporary stabilization to confirm compliance with our drawings.
I
We {ppreciate the opportunity to provide this service. Ifwe can of firrtber service, please contact us.
KO+CHLEIN CONSULTTNC ENGTNEERS, INC.
ln| 4il,1!;.*1/d"$
| =rwil$an H. Koechlein, PE., President =#;, ,
4 cofies sent ^ A.,n.^i:^n "i#i:,cc:
fanV
Monroe, Shaw Constuctron "4;rrl,
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Jan 03 O5 O2:12p Jav
PH. (3O3) 9r 4.8202
January 3,2OOs
Chisholm Consuilting Services, Ltd.
Stfttcturtrl Enginccrr
1074 S. ALKTRE sL, LAKEWOOO, CO 80228_3t 12
4-8203
FAX (3031914_8203 frla.ia.
R ge FGt
6{trn*t'f'
Barry Monroe
Shaw Construction CompiLny
760 Horizon Drive
Grand Junclion, CO E1506
FAX:1-970- 2{l- 5615
RE: Geosynthetic Reinforcett Soal/Block-Faced Retaining Walls
Middle Creek Village at Vail
129 North Ffont€ge Fload
Vail, Colorado
Chisholm Consulting i;eIvices Project No. 10506
To Whom lt May Concem.
This letter is to ceflify lhat walter G. Keske of this office re-designed a portion of the
retaining walls at the proje:t referenced above. The walls are designed with on-site material for
foundation, retained soil a|ld reinforced soil.
Pbase refer lo the attached design. Note the design criteria on page two. The wall dosign is
based a friction angle of 3:! degrees and a unit weight of 120 pcf for on-site material. The back
slope is estimated to be 1:Zmaximum. The fronl slope is flat. The maximum total wall height is
approximately 14-0'-
The walls are tlvo tier walllr. The walls are located close together so that the upper wall
surcharges the lou,er wall. For two walls, conslruct the loriver wall for lhe sum of lhe wall heights.
Construct the upper wall fc,r the height of the upper wall. Compact soil lo at least 95 0/6 Standard
Proctor Density at optimunr mcisture content.
Previous informalion on xil report and Plans was pmvided in the work of July 9, 2003 (Job No.
70325) and September 29, 2Ag3 (Job f{o. 90325).
Design criteria and fac{ors of safely were met in the design for overtuming, bearing capacity and
sliding. Global stability warinot evaluated.
Please call if there are qu€stions conceming this letter or if we can be of further servace.
WalterG.
p.2
Sincerely,
/i/ri.;$
Jan tI3 O5 O2:12p J"V O
SRNaJJ- (ver 2. j ,June 1997)
LN 99062587
rsosrQr+-eaos p.3
Page 1
Licensed to: Jay chisholn
cEr-.. sbol! consul tiag
10-,11 g. Altire street , i1.i0irral:crood' co 80228
fiL"t' i:; i: :; ;t '; '''
License Nunber: 99C 625e1
Ptoi ect ldentification:
Project NaDe: !(iddl. cr,aet villag€ ac vailSection:
Data sheet:
Owner:
Client: Blya1 Mi1ler C€rq)aDy
Prepared by: IV!_1t€ e C. KGsk€Date: itanu.,ry 3, 2OOs
TiJne :
Data tj-Te: c: \sl.rrr t2l\!i&83
T'4>? of sxrucxute: Geoaynt}rtic-Rei"rrforcadsca*r".f R.taiEinglfal1Desidn MeXhodoJ.ogv: litctdA lGthod A
WalJ, &oaeXrv:
Design wall fieigbr rfc) 1t.OEtobednent WaII Helgt.t (ftl 9.67Exposed Design Wal]- Height (ftl 13.33vertical" Iral I Eeight lncluding cap unit (fx) 1tL.22Enposed Wall Height including Cap rrnit {fc) 13.55Minimum Lrevelli.ng pad Thickness (ft) 0.5
Nurnbe r of segmental faL]. Units ZtHinge Height. (fr) e.oWaLL lnclination (degrees) 7.1,
,ro., O*-".o.p. .t
Page 2
Jan O3 O5 O2:12P Jag
SRWal,l- (ver 2.7 June 7997)
LN 99A62547
SLof>es:
Front slope (degrees )
Back slope (degrees )
Infinite Back slope
bori-zontal
26.5
Uni foza).y
Live Load Surcharge
Dead I,oad surcharge
tilollc]
a€E
.soi -l Da ta :
Eriction
cohesio! Angle Aait neiqht
soiT Description: Tpsf ) (degxeesl @cf)
Reinforced Soil si1ty-saady grravel N/A 32.O 12O.O
Retained Soil 3ilty-sandy gra!re1 N,/A 32.O L2O,O
Levelling Pad SoiL ,Fanre], N/A 3a. O 110.0
Foundation soil .ri].ty-sarrdy grra!€l O.O 32.o 120.0
Seq',enta). Anit Name: v€ntur€ v-12
Segmenta L Unit Data :
cap Height (iD) 2.63
Unit Height (Hu) (in. 8.O
unit. rfidth ('rcu ) (in l 12 . o
unit Length (in) 1g,O
Setlrack (inl 1.0
weight (infilled) (:.bs I 125.o
Unit lCeight (infil](:d) (pcf ) 125 - O
center of cravity (:.n) 5.0
seqmenta3 Anit Intet:face shear Data:
.ProJrertjes uLxinaxe Exrength ctiteria Sentice state ctiteria
Minimurt ( Lbs,/ft) 5OO.O 5oo.O
Frictiolr Angle (degrees) {5.O as.O
Maximum (lbs/ft) 2ooo.o 2ooo. o
Jan O3 OS O2: lZp .1", O (s03rO4-8aog p.5
Page 3SRIlaLJ. (ver 2.L ,June 7997)
LIt 99052-5A7
@?slatheXic Reinfc:rcepert ry/pes ard J\tunber:
TWe .l\turnber lla''le
I
2
3
lEragEid 3I!E
lEragaid. 5rr
f.Esegrid 8Xt
?005
5
o
2
GeosynXhetics ptopeftjes t
Strenqtb and Polvner Tvr,c:
Ultirnate Strength ( lbs/ft)
PoLlmer TlI)e
We1
2800. o
polyurter
ryPe 2 Type 3
3s90.o 6230. O
trol1c8t s polyaste.E
Reduction EacXots:
Creep
Dulabll-ity
rnstallation DaDage
Overall Factor of Sirf,et.y
ryfre I
L-67
1 .15
1.10
1.50
T\pe 2
4.61
1.13
1.10
1.50
TWe 3
L.67
1.10
1 .10
1.50
AL l.owabTe Strenqth:
Ta ( Ibs/ ft )
TWe I
883. 6
r$E 2
1153 . 0
Itpe 3
2055. 4
Coefficient of Inte::action:
cj.
TrPe 7
o.9
Type 2
0.9
rtw 3
o.9
coetficjent of Dit.3.it Slidinq:
cds
rype 7
o.9
ry?e,e 2
o,9
Ttpe 3
0.9
Jan O3 OS O2:12p ;"" O
SRWaI-l- (ver 2.7 June j997)
LN 99062587
(3o3 )O4-szo3 p.6
Page 4
:-:j: J
Coanection Streadth:ryee 1 TWe 2 Ttpe 3
U LXimaXe SXrength (:rite.rion :
l4i nimum (tbs/ft) 1114t.0 1431.0 2076.0Eriction.Angle (degrees) L2.O L2.O 31.OMaximum (lbs/ft) 1.32e -o 1233.0 3oa9.o
servi ce state Criterion:
Minimum (lbs/ft) 86g.0 683.0 111S.Otr.rj-ction Angle (degrees) 12.0 !:2.O ZZ.OMaxinrum (lbs/ft) 13OO-O 12s3.O 2O3O.o
Geosvnthetic-segmental_ Retaininq W .I AnitIntetface Shear SXtength: IyW J. TWe 2 lyr)e s
AJXimaXe sXrength ctitetion:
l4inimum (lbs/ft) 5OO.o SOO.O sOo.OFriction A:rgle (deg:ees) 45.O 4S.O {S.OMaximurn (lbs,/ft) 2OOO.O 2OOO.O 2OOO.O
Service State Ctixe rion:
Mtnimum (.].bs/fr) 5OO.O 5oo.O 5oo.oFriction AnEle (deg::ees) 45.O 4S.O 45.OMaximum (lbs/fh) 2OOO.O 2OOO.O ZOOO.O
coeftjcients of garl:i .Pres.suxe and failur€: p-lar2e orientatiors._
Rei-nforced SoiI (Ka) O.36aReinforced soj,l (Ka horizontaL cdq)onent t o.35?OrieneaEion of fai.]-ure plane froar horizontal ( degrees ) 45.L7Retained Soil (Ka) 0.377Retained Soj-l (Ka h(,Eizontal conponent) 0.342orientation of failt.re plaae from horizontal (degrees) 11 .2e
Results of txterna.l stabiLiey Anal,vses:
Calculated Desiqn Crjterjaros sliding L.s2 1.s oftfOS qvertulrring 2.L7 2.O OtrFoS Bearing Capacity {.{5 2.0 qK
Base Reinf,orcencnt Length {L) (ft, 8.S 8,{ qK
Base Eccentricity (e) (ft) 1.3S N/ABase Eccentrlcity Ratio (e./L-2el O.2g N/ABase Rej.Dforcement Ratio (!/Bl 0.61 0.6 G.
Note: cal_cul.ated valres MEET AJ,L desiqn cr:.teria
Jan O3 OS O2:13p .r"o O
SRwal"f (ver 2.7
LN 99062587
(3o3rO4-s203 p.7
Pagre 5June L997)
Total Horizontal Fc,rce ( lbs/ft ITotal vertical Eorce (tbs/ft )Sliding Resistance (lbslft)
Driving Mohent (lbs-ft/ft)
Resisting Mo&ent (lbs-ft/ft)
Bearing Capacity (psf )
Maxi-num Bearing pressure (psf I
Ca-Icu Tated Values:
666{. 1
1616{ .5
10100.7
{oo55. I
86970 -7
123€6.5
2784.7
-Reruias oJ Jrteira.I StaDiiity rru-lt sesi
f;i' G.eosyn 91ev i,engChUnit- Ty-oc (ft) .f z)
J
Anchor to.s FOS .F,OS jayer
Length A'.cr- ?ulj-aut SJidjng Sp.cjrg(tU stress (ttt> 1.0 > 1.0 > 1.5 > t.5 < 2.r
CE(
ox
ox
ot(
CK
oa
2L
18
t5
t2
1 13.33:. 11.331 9.331 7-33r. 5-333 3.333 1.33
r3.?5
12 -O
10.25
€.5
8 -5
8.5
8.5
1.16
1,l5
1.1{
r.13
2.47
4.6
6. 34
14.46
3.87
2.2L
1.55
1.19
2 -2s
7.6
t7 .7a
5.27
3.37
2-6
5.a3
8.6
9.4
4.29
3. {8
2.aa
2.44
2 .09
1.?9
1.56
NoLe: cal-cul.aLed values HI:EX AfL des1g4 criteria
,ctai]ed Xesults cf Jnterr{ol. Sta-biutv Anatvsesi
sRw
Un:. t,
r8
wI
5
Geosyn g.lev {]loh'e.b_te feDsjfe pulLrot Sliding Slidingrype (ft) ;lryngth L?1d. Capacit! torcc Capcliy(tbs/tr) (lbs/ft) (lbs/ftt (|bs/ft) (7'bs/ttj
I
I
3
3
13.33 |tg3.611.33 rr83.69.33 83.6?-33 1183.65-3:t trg3.63-itit :tos!t. I1.33 :1055. {
59,5
22a.3
399.65t0.t
742.1
913.3
t 282.O
1057,a
1,202.A
l3a4- 9
la83.E
132A -9
7450.5
720'2 .1
452.5
919.7
1550.a
23tt5,'
3305.0
t{24 .0
5?75.0
L94t .2
3203_ 5
4455.8
5?28.1
6907. o
?919.3
4931. 6
Jan O3 O5 O2: l3p -r"y O
.sesu-l r.s of &j:j!!Llq!4bll; ty Ana.tyses;
5ir1? Heel Geosynthetjc tOS F9_cOn]t Efev ?We Over- .stearti lft) tuJrjnq (peak)
> 1.5 > 1.5
(3o3)O4-82o3
SDe.: r FOS Connec:ion(de:o!1daCj'ont Connc.tio, (defont:aL:cn)
gpeak)
< O-O2 t ru > 1.5 < O.?5 i-o
p.8
' :,r,-i5
27 13.33 120 L2.6? rFq.r19 fz.O noncla 11,33 11? 1O.5? D.nG
16 1O.O Doo.
15 9.33 I14 9.57 norF
13 8. O !1<ro.
t2 1.t3 I11 6.6, acn/!
lO 6.0 .anc9 5.33 18 1.67 tFrE7 4.O Dou.6 3.s3 3
5 2.qf ttqn/ctl 2.O aq!.t3 1.33 32 0,67 nor.!1 O.0 ndne
19.?1 61-31 0X
40 .L7
23.19 2A.67 Of,L4.5 8.98 0X
u2.29.81 18.2a cK7.91 6.07 0K
7 .O2
6.1{ 15.02 qr
5-36 5-05 0t
4.9
a..gl L3.42 cr{.o1 1.29 q
3.72
3.4{ 10.69 0K3.1? 3.{5 0K
3,06
2.93 a.8g G2.79 2.A6 0K
2.73
2.64
19- 03
5.19
I'
2.26
!,,
2.93
:ot
r
C
3
r
ox
T
or
l,lote: calculated values H;iEl AIL design crlterla
teCajled esulrs of Frcjrr t Stabjl,jav Anajvses (!bnent and Sheart,
sRrl
Anit,
27-
20
19
1a
17
16
lt
1{
13
12
t1
10
9
a
7
6
5{
3
2I
E.iev
( ft)
13.33
1.2 .67
L2 .O
11 .33
10.67
10.o
9 .3:l
a .6t
6.O
7.33
5. €7
5-O
5.33
4 .67{.o
3.33
2.67
2.O
1-33
o. 67
0.o
Dri ve SesistGeo
twe Sfrear
+out -in (peakt (*fotl.'dtion)
I{o|Eet lbnent Lcad Ctptcity Capacityllbs-fc/fi, (Lbs-ft/ftt (lbs./ftt (lb€/f (Jbs/ttt
I
@a
f|< DC
lFo€
rFnc
I
UE
DAqr
Bqno
ACD'
I
lorE
rtonrl
3
DOae
aol!
ECrDa
loDll
2.1
16.9
57 ,L
135.3
264 -3
{56.?
725.2
1oa2-5
l5{1.22ttl.2
2AL1.O
365:t.3
4641.9
5801.3
7135. {
8659. ?
1038?. O
ut330.o
L501.2
16913.5
19t?9.5
iI1.7
etg.a
1324 -O
t975.5
3223.1
tl77 .6
5?39 - t
7596.6
9461 . O
11332.3
13799,4
t6e7t.1
1trt30.3
2l5ir5.7
2452t -O
27466.3
!1?82.O
36097 .5
aoat3-1
46099.0
5L7l|1 .9
9-5
-2t.4
26.2
92.4
-{9.95{.7
173. {
-78.5
9.3.2
264.O
-107.0
111.8
3{9.6
-135.6t{0.3
a:ts.3
-l'tr.1
168 .9
s,to.9
-3tt, 1
0-o
583.3 5{t3.3666.7 666.7750.0 ?50.o
833.3 933-3916.? 916.7
1000.0 t00o.o1043.3 ro8:t.31166.7 11C6.?
1250.o 1250.0*133.3 133.3Ltt6.7 ta16.71500.0 1500.01500.0 1500.01500.0 1500,01500.0 1500.01500.0 1500.01500.0 1300.01s00.0 1500,0t5@.0 1500.0
1500-0 1500.01500.0 1500. o
Jan O3 O5 O2:13p Jav
SRWaLJ. (ver 2.1
LN 990625e7
o
,June
(3o3to4-8203 p.9
71e97 )Paqe
Dotail.ed .Resolts of .Facif ro Stabil,itv Ar[lvses (Connect:icn_.t,
5'8hr tleeJ
Unit Efevt ltt)
Crecrw Connection COnneccion Conrection
Load . Capacjcy Ctpdcity(fbs/ft) (peak, (de.tormst j rn)(lbs/ttt ( ).bs,/f t)
5t.5 U31-t aa5-7224.3 u8a.9 93a.9399.6 1238.0 992. O5?O.8 1291.1 10a5.1712.t 1326.6 1080-6913,3 2916.9 1rr9.Ol2e2.O 26?6.9 t519.O
2l
ta
15
t2
9
6
3
13.3:l
11.33
9.3.!t
7. 33
5-33
3.33
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From:
To:
Date:
Subject:
Mike Vaughan
charlie davis; Mike McGee; Pam Brandmeyer; Stan Zemler
01/06/2005 4:47:30 PM
E.L.C., Vail Mountain Lodge
Good afternoon folks. I wanted to just take a minute and pass on some status reports for the above listed
buildings.
Early learning center will be readyfor a sprinkler final tomonow. Todap inspection was pul off due to the
fact that the tamper switches were wire incorrectly. (Backwards).
Other Middle Creek issues: Backflow in building A is still leaking. All State has yet to give me a schedule
for completion. Fittings are still mixed on the sprinkler trim package and must be changed.
Building B still has single action pull stations- Paul is aware and has told me that the replacements are on
order.
Barry Monroe is to come into the F.D. to order a knox box for ELC. The other Knox Boxes have been
recieved and are scheduled to be installed tomorrow.
VF&ES is denying the proposed fire hydrant landscaping as there is not seven feet of clear access shown
on the plan. This is a water district standard as well, and relates to the clearance around the 2/2"
connections.
Vail Mountain Lodge has several issues that are not insurmountable,yet need to be addressed.
When I tested the alarm syslem today, I had the tech drop the A/C power in order to evaluate the battery
performance. The system did not respond satisfactorily. In short, the horn strobes in the hallways
stopped illuminating-
I have advised the tech and Shaw that I will be available tomorrow to conduct a follow up test.
There were issues of missing cover plates on tamper annunciators, but these were being addressed while
I was still on the property. Not a big deal, I anticipate completion by tomorrow.
Please feel free to pass this info on to whomever might need it. Like I said, I will be back at both locations
tomorrow.
Mike.
CC:John Gulick; Mike Vaughan
Department of Community Development
75 South Frontage Road
VaiL Colorado 81657
970-479-2I38
FAX 970-479-2452
www.vailgov.com
January 12,2005
Mr. BarryMonroe, Shaw Construction
Mr. Paul Shultz, Shaw Construction
Re: Children's Garden of Learning MSE WalI Rebuild and Interim Solution
Dear Gentleman,
I have completed my initial review of the interim and rebuild solutions for the MSE walls
located at the Children's Garden of Leamine. Listed below are items identified that
require additional action:
l) Has CDOT approval been obtained for work that is described to occur during the
installation of the interim solution? Paragraph 5 states: "Long's Excavation will
provide traffrc control along the frontage road for delivery ofthe blocks and
equipment when it is delivered" It is my understanding that CDOT does not allow
traffic control to occur in their Right-of-Way during this time of year. Please
provide a copy of CDOT approval prior to any work occurring that impacts the
frontage road.
2) Provide a letter of agreement between Coughlin & Coughlin and the ELC
management staff allowing the use of Middle Creek parking for the ELC staff
members. Also, please address how the ELC staff members will obtain access to
their site from the Middle Creek parking area. As currently constructed, the walk
path located to the east and in front of Building B has non-code compliant
handrails.
3) Is there no occupancy proposed for the ELC dwing the rebuild phase of the MSE
walls? The proposal appears to remove any access vehicular or pedestrian during
this phase of work occurring. There will be no approval to occupy the ELC during
this phase for children or staffduring this phase ifaccess is not safe maintained.
4) Please provide a contingency plan if the construction, delivery of materials, or
weather delays the reconstruction of the walls.
5) Koechlien Consulting Engineers Inc. has provided a statement for the review of
the interim solution. The statement, "We have assumed surface drainage will be
properly controlled and that drains have been constructed behind the walls."
Provide documentation that this is the case. Assumptions shall be confirmed.
f,-p ^tt""o 'o"'^
6) Provide copies of all inspection reports performed by Koechlien Consulting
Engineers during the interim phase. An acceptance letter shall also be required
prior to approval of occupancy for the ELC. These reports may be submitted to
the Town of Vail Building Department and we will route them to other
appropriate deparfrnents.
7) Provide copies of all density/compaction tests performed during the interim
solution installation. Section B-B requires all structural fill to be compacted to a
95% standard proctor ASTM D698.
8) Exhibit B appears to show block installation that impacts the exit discharge ofthe
Main exit of the ELC. Please modify this so as not to impact the exit discharge for
this required exit system. Occupancy approval of the ELC will not be granted
until this is remedied.
9) Exhibit C, staging plan, appears to impact the exit discharge from the main exit of
the ELC. Please modifu this so as not to impact the exit discharge for this required
system.
l0) Exhibit D, traffic control plan, appears to impact the exit discharge from the main
exit of the ELC. Please modify this so as not to impact the exit discharge for this
required system.
11) Has DRB application and approval been obtained for this revision? It is required
and shall be obtained prior to construction occurring for this revision.
This is not a complete list. Check with other Town departments for other issues that are
not covered in this corrections report.
Best Regards,
Charlie Davis
Chief Building Official. Town of Vail
SHAI'II
3214 Katsos Ranch Road
Vail, CO 81657
Phone: 970477-1216
Fax: 970477-1215
PROJECT: EarlY Leaming Center
TO:Team
Phone
Fax
ITEMNO. COPIES DATE ITEM NUMBER REV;NO;DESCRIPTION
I I llnn\Os MSE Wall rePair Plan
DATE:1112/2005
REF: MSEWall Repair
'srATus
Remarks:
Fou<st 14ir is fqo'Anl 40, rilguifd- * Itno Hc€ h)a.(g. glusa
hc4.no{+ g S tf,l s(, $1,.
th*uS Fr,1ut-C+tuf-r2Jo3 -oz 3 7
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TCV.COR[.DEV.
ATTN: Team
E Shop Drawings E Approval E ADDrov€d as Submitted
E Lrn"t EI Your use I Annroved as Noted
E Printt E As Requestcd D Retumed After Loan
E change ordcr El Rcvicw and Comment I Rcsubmit
fl phns E submit
I Ssmplcs E R.uttn"o
LJ Retumed for Conections
trI E Seoarate Covcr Via:E Duc Date:
chirdren,s Garden or r-ea.ninil I n I n iOn DVRebuirdorMSEWal i Ikhl# tWU! [
It is necessary to rebuild the MSE watls at the ELC next spring / summer due to incorrect design /
build of these walls. Originally a grade bust was determined at the MSE walls on the civil
documents. Upon further inspection, the walls were designed and built as single tiered walls' nol
multi tiered wails, which leaves the geo-grid fabric at an incorrect embedment length.
Shaw Construction Personnel (cell phone)
. Clark Atkinson (970) 985-3340
. Paul Schultz (970) 904-0035. Jay Howard (970) 904-0217. Grand Junction Office (970) 242-9236
This ,plan'will be broken down into 2 sections. The first being the interim solution, and the
second being the final solution.
lnterim Solution
There is a potential for the current retaining wall to fail prior to it being rebuilt. An interim solution
has been devised to provide a safe environment before the summer rebuild work occurs'
The solution has been provided by Koechlein Consulting Engineers, Inc and is labeled exhibit 'a'
and is attached to this document.
The solution, in short is to provide large concrete blocks as a 'mass' structure to the outside of the
wall to prevent wall failure. This work-is scheduled to occur imq.e{igle.lV with the intention of
being complete on or around the end of the week of January 10"" 2005'
,...
The interim solution will be constructed by Long's Excavation, Inc. as a subcontractor to an"* ..O*.Otg Zconstruction'
- r-,^^,-^...i,, a^.r^$r^,{ +a,ab aaArrarirrorarr rn rha trr c n:rkinn ,"t -"dffild0 -
The delivery of the concrete blocks will be flatbed truck and delivered to the ELC 11....,,,v ';.' 6v'
unloaded by crane and set into place. Long's Excavation will provide traffic control along the
frontage roid for delivery of the blocks and equipment when it is delivered.
Once the blocks are in place, Long's Excavation will need to provide a gravel or similar material
between the blocks and the wall, t-o provide the final piece of stabilization, as designed by
Koechlein.
Parking
The interim solution will hamperthe parking and fire lane tumaround at the ELC. (See attached
exhibit 'B'). While the final pl-acement of the blocks may be somewhat field determined, this
exhibit illustrates what the impacts will most likely look like.
The ELG provided for 22 surface parking spots. With the interim solution, it looks like 9 surface
parking siots will be lost. There i's a poieniial that 3 parallel parking spots may be regained
iOj"""-nt io the wall if the wall doesn'i encroach on the 'North' portion of the lot too far. This will
be determined following final placement of the blocks.
The developer of the site (Coughlin & Company) has agreed to allow the staff of the ELC to park
in the coveied lot for buildinq 'C'. This would at a minimum of 6 spots, and a maximum of 9
spots. ?sodr6E DocoarErVTtru'U Or ACgeAngltr
Fire Lane Turnaround
The fire lane turnaround will be encroached upon during the interim solution as well as during the
reconstruction of the wall. (See exhibit'b'and 'c'for probably encroachment)'
During the interim solution, it is understood that the fire department is willing to'front' into the lot
to ac&ss the fire hydrant, and back out if the need for such an emergency is necessary. Once
the wall is rebuilt, the fire lane turnaround becomqs useablg 49ain.
q1{*T hBs.r lRoS 6f€s FUP 5n:Gj€nrr! 1
Rebuild of the MSE Walls
In the spring of '05 following proper ground thaw, both the lower and upper MSE walls need to be
;"":":o.::]j'J-:":'**ve
process * iffi?-'Bl|" tti's
1. Removal of interim solution (blocks need to be picked up and removed from site).
2. Removal of MSE walls - upper and lower. Both the upper and lower MSE wall needs to
be removed before the fix is complete.
3. Rebuild of lower MSE wall. This needs to be replaced first, as the fabric will need to
embed itself about 14' into the hillside. This will more than likely greatly interfere with site
access - as a large amount of dirt needs to be removed from the upper wall area in order
to get the fabric to be placed as deep as it needs to in the hillside'
4. Rebuild of the upper MSE watt. This will be completed second, once the lower wall is
rebuilt. Again, probably very intrusive since a large quantity of earth needs to be
removed fiom the upper wall in order to get proper embedment length'
5. Completion of landscaping. Landscaping adjacent to the MSE walls will need to be
completed following rebuild. We envision this portion of the process to be relatively
unobtrusive.
Schedule
The Children's Garden of Learning has a one week interim starting memorial day weekend of
2005 (evening of May 27th, 2005) where they will not be utilizing the site. After meeting with the
staff on slte (ianuary 1O'h, 20051'they have agreed that it will probably be in the best interest of all
if they extended their break week by'an extra week, giving us 2 weeks of straight work with no
student interaction.
The intenl is that the work will start the evening of May 2lh, 2005. Work will continue through
June 12th uninterrupted. (l do want to caution this team that the first weekend is Memorial Day
weekend - and it will be dfficult to get forces on site this weekend. We will make it a condition of
their bid - and potentially they can give the crews working that weekend thaprior weekend off. I
do want to caution everyone that potentiallythis may oe iniisue$rf,h$F. lP
i?SFf'.c'Tl+16 'ut etuttJU '
As we understand it, the first week (Friday May 27s through Sunday June 5'n1 both students and
teachers are not on site.
The second week will be staff only (Monday June 6th through Sunday June 12th)' - A'O
<naQE is N"-A&E'''\b' te SrYtz
We envision that even with these 2 weeks of relatively unintenupted access, the construction of
these walls will continue past the 1lh of June. We envision needing a potential duration of 3
additional weeks in MSE wall repair, putting the actual MSE repair completed by the July 4th
weekend. We also envision that landscaping and overall site cleanup continuing for another 10
days or so, until approximately July 1Sth. g#
The intent is to rework the walls starting at the ELC (building itselQ (section 1 on exhibit'C') and
work our way away from the building.
The desire is that once school is re-opened on the 13th of June, the cpnstruction is complete
adjacent to.the building. Not all of the area (section 1) will be able to be turned over to the school
on June 13'n, as we envision still needing a portion of this area for stocking of material. We
envision that half of the portion of section 1 will still need to be utilized for stocking material.
We also envision that site landscaping will be ongoing during the construction, and completing 1
week following the MSE walls.
The overall duration of the work is then Fridav' Mav 27th through sunday July 18th unos
f,s r*rtE A G,s-'ffetil.V' 'p;'4i5' t b U;'az"ii'fi"fu'or- PEaGeEs
Construction Parking A9 PQaF6SEO {
There will be no contractor parking in the ELC portion of the project. Parking will either occur in
the developer lot at building 'C' or offsite at the Lionshead parking structqre _and shuttled in. .,.er*t Agu- PEo.rr[sD Pfi€'a!^J6, EoQ- lttrtpFe <eEE+ hbd t 9
fnteractionwith the Schoot Tl{frBg'tNbl/hgA€tqD t ./
During the first 2 weeks, Shaw Construction and our sub forces will have no interaction with
students.
Starting June 13'n - there will be interaction with the Childrens Garden of Learning. There are
several time constraints to be particularly concemed with:
. Drop off Time is typically 9 am to 10:30 am. No deliveries or work outside the
fence will occur during this time period.
o Pick up Time is typically 3pm and runs to about 3:45 pm. No deliveries or work
outside the fence will occur during this time period.
o Note: the intent will not be to stop construction at these time periods - only any
construction outside the fenced area (i.e. deliveries, etc.).. Quiet Time or sleep time is typically 2 pm to 3:30 pm. Any noisy work during this
time will not be tolerated or constructed. lf quiet work can be completed, we
intend to continue to work during these hours.. Deliveries of material or equipment witl be made early momings (before 8:30 am)
or late evenings (after 4 pm). No deliveries will be made during the hours of 9
am and 3:30 pm.. Shaw Construction will provide flagmen during delivery time periods as well as
during the school drop off and pick up, to assist the school in this process. The
flagmen will not be present outside the fence between the hours of 10:30 and 3
pm.r Paul Schultz will be the onsite field superintendent for Shaw Construction, and
will coordinate daily with staff to alleviate any con@rns and keep the school
informed as to what is occuning on a daily basis.
We would like to schedule a preaonstruction meeting with the Childrens Garden of Leaming, the
TOV, our sub-forces, and ourselves on Wednesday, May 25s to provide the proper control for this
work scope. Time TBD.
Traffic Control Plan
See exhibit'D'- proposed traffic control plan during the construction period. A separate traffic
control plan approved by CDOT will be submitted to the prior to starting the work. This plan will
be submifted to CDOT by the successful subcontractor bidding the work.
Erosion Control Plan
We intend to utilize the erosion control plan from the ELC portion of the project when completing
this work. More specifically, we will provide inlet protection at the 2 inlets at the entrance to the
ELC, as well as silt fence in front of the walls and worked areas each night. Once the work is
completed, the'carpet'and mulch work will be completed and landscaping completed perthe
contract documents.
Bid of Work
Shaw Construction will bid this rework in late January. Bids will be taken, descoped and a
successful subcontractor will be selected by March 1"', 2005.
Attachments to this Plan:
Attached to this plan are the following:
o Exhibit'A'- Interim Solution Design (7 pages)
. Exhibit'A1'- Modifications lo Interim Solution Design (1 page)
. Exhibit'B'- Plan of Interim Solution with notes (1 page)
. Exhibit'C'- Staging plan / Management Plan during rebuild of walls (1 page)
r Exhibit 'D' - Traffic Control Plan (1 page)
r Exhibit 'E'- Erosion Control Plan (1 page)
o Exhibit 'F'- Rebuild (design) of MSE walls (9 pages)
. Exhibit 'G' - Limits of Disturbance / Landscaping (1 page)
3a3s8eur
Koechlein Consulting Eng
Gonsulting Geotechnical Engineers
12364 W. Alameda Pt<wy . Suite 115. Lakewood, COE0228'2845
www.KCE-Denver.com
AVON/qtLVERTHqFNE
(970) 949-600s
(970) 94e-e223 FAX
Jan r0,2005
Atkinson
Construction
760 izon Dt.
Junc{ion, co 81506
Temporary Stabilization of Retaining Walls
Middle Creek Early Learning Center, Vail, Colorado
Job No. 05-004
on January 6, 2005 we observed Oe site conditions at the subject project and rnalyzed the
of the constucted walls systern. Tbe purpose of this lctter is to transmit our recomrnendations
gtabilizstion of the walls.
tiered retaining wall system was constructed on the nortl sido of the parking lot for the Middle
Eafly trarning Center. We understand the existing retaining wallg were consfucted as single
walls. Since the walls a.re two tiered the lower wall was not desigrred to supPort the upper wall. In
the bottom of the lower wall was constructed 2 feet above the parking lot final grade. We
rstand that the existing retaining walls are to be reconstructed. However, reconstruction of the walls ..A.tl-
be performed during the summer. Thercfore tbc walls need to be temporarily stgbilized during the 9Y''
the
ana spring monthi. Based on the information provided to us we anaiyzed methods for stabillzing ,:*.rgells. Lrilr'-
The methods analyzed included using large concrete blocks or soii placed
of the bottom wall, The results of our analysis are shown on the attached drawings. We
these drawings be followed to stabilize tbe walls.jffiErutT-
ertnict'A
LAKEWOOD
(303) s89-1223
(303) 98s-0204 FAX
We
KO
lEE&i"the opporunity to pruvide this service. If we can of furtbcr service, please
"ont""t
*. F-"i.IAl
CONSULTING ENC INEERS, INC.
\ ^ )l)NJb-^-'f1
,
au H. Koechlein, P.E.; hesident
ies sent
.oi 10902
.?:. t ,A I
eltii;t$arry Monroe, Shaw Coushuction
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Jan O3 05 O2:12p Jay
Chisholm Consuilting Services, Ltd.
Strarclirrd Elgirccrs
--
1074 S. ALKTRE ST., LAKEWOOD, CO 80228-3.t 12
PH. (3O31 914-8202 FAX l3O3) 914.8203
January 3, 2005
Barry Monroe
Shaw Construction Comp.ny
760 Horizon Drive
Grand Junclion, CO 81506
FAX:1-97G ?.tl- 5913
RE: Geosynthetic Reinforced Soil/Block-Fac€d Retaining Walls
Middle Creek Village at Vail
129 North Frontage Fload
Vail, Colorado
Chisholm Consulting i;ervices Projed No. 10506
6a1r,ni'f'
R €. FGt
4 -8203 p.2
ril05
To lA/hom lt May Concem.
This letter is to certify lhat Walter G. Keske of lhis oflice redesigned a portion of the
retaining walls at the projel referenced above. The walls are designed with on-site material for
foundation, retained soil arrd reinforced soil.
Please refer to tfie attache d design. Note the design criteria on page two- The $rall design as
based a friction angle of 3:! degrees and a unit weight of 120 pcf for on-site material. The back
slope is estimated to be 1:.zmaximum. The front slope is flat. The maximum total u,all he[ht is
apprroximately 1 4'-0'.
The walls sre two tier wallr;. The walls are located close together so that the upper wall
surcharges the lower wall. For two walls, construct the lower wall for the sum of the wall heights.
Construct the upper rvall fcr the heioht of the upper wall. Compect soil to at least 95 of Standard
Proclor Density al optimunr moisture content.
Previous information on s(il report and Plans vvas pmvided in the wort of July 9, 2003 (Job No.
703?25) and September 2rl, 2003 (Job No- 90325).
Design oiteria and fec{ors of safety were met in the design for overtuming, bearing capacity and
sliding. Global stability wari not evaluated.
Please call if there are que slions conceming this lelter or if w€ can be of further service.
WalterG.P.E.
d
Sincerely,
tl* los' .t
Jan O3 O5 O2:12p """O rgosCt+-azog
SRWaLJ (ver 2. j ,June 1997)
LN 99A625A7
p.3
Page 1
Licensed to: Jalr cbi.shola
cbc.sboLn CoaaultLDg|
1O'r4 S. A1tire Stre€t .:llf,-l
La]:evood ' cE ao22a .. , . .. .i l ;.. ,. : !'ur'
l([.'t- r: I
-ticen.se lVumber: 99C625';7
PtojecX Jdentifi ca tron:
Project Name: t{0l.rdt e Cr.cet Villag€ at VaiISection:
Data sheet:
Owner:
Client: Bra'a! !4iller Cq)any
Prepared by: Brlte R e. KostaDate: J1nrary 3, 2OO5fime:
Data fiTe: c: \srr rrtl.21\tEidcr3
rr4pg of .structure: Gcoslatbrtic-neinforcad scarental n tairiDg rNaLLDeslqn l&thodoTogy: NC!!t. tctlrod A
wa7] Geomexrv:
Design wall tieigbt rfr) 1{.O
EEbednrent walL Heigr.t (ft) 0.67 , .Exposed Desigr walt Height (fr) (Tg.:E> b)d b
Vertical wall Eeight includ.ing cap unit lfEr-ffi
Exposed wall lleight includj-ng cap r,tnit { f r ) 19. Ssl{ininum L,evelling pad Thickness (ft) o.5
Nurnbe r of Segmenlal galL unit.s ZlEiage lteight (ft) a.oWall- IncLinatj.on (degrees) 7.L
P.4
Page 2
(3o3t O4-8203Jan O3 O5 O2:12P t", I
sRWaif (ver 2.7 June L997)
LN 99A62-547
sLopes :
Fron L slope (deg.rees )
Back Slope (degrees )
Infinite Back Slope
horizonta]
26.5
ani foLaTv Distti-buted Sutclrarges :
liwe Load sulcharg€
Dead Load Surcharge
rloE
DOAa
Friction
cohesioa AnqTe Unit weiqht
soil. Datat SoiI Descrjption: lpsf) (degrees ) (Pcf)
Reinforced Soil :i1!y-saady grsartel N/-A 32 .O L20 'O
Retained Soil riley-randy grranrel N,/A 32.O azO,O
Levelling Pad SoiI rJtaval Ir/A 3{.O 11O.O
Eoundation 5oi1 .tiJ't!'-sardy grrarEL o.0 32.o 12o'o
sednentai IJnit Namej vcaturc V-12
Segnraentai anit Data:
cap Height (in) 2.63
Unit. Heighc (Eu) (in. 8.0
unit lfidth (I[u} (in) 12.0
unit Length (in) 18.0
setback (in) 1.0
weight (infilled) (:.bs l 125.O
Unit, hleight (infill(:d) (pcf ) 125.0
center of oravity (:.n) 6.0
seqmental ttnit Intei:face sheat Data:
properties VlXinate SXrength CtiXeria Setvice SXaXe Criteria
Minirnum (Ibs/ft) SOO.o 5oo. o
Friction Angle (degt'ees) as.o .l5.O
Maximum (lbs/ft) 2ooo.o 2ooo ' o
Jan o3 *rhr.urrrr*rr"r)::Ae
lggzl
Lrl 99062547
taoat]+-ezoa p.5
Page 3
@osvnthetic &einfc:rceeept J!4res and ltunber:
rwe
1
z
J
Mrn!er
5
o
2
llame
rriragrid, 3iEl
l lira€rrid, S'l|F
l. tiragrrJ.d 8x!
l|j85
Geosynxbetics Propertjes :
Strengrth and Pofvrer nEj€:
uJ. tinate strength ( lbs/ft)
PoLlnrEr Type
Tyfre I
2800 . o
poffert€t
ryE>e 2 ryw3
3590.0 6230. o
pollcster lrcJ-y€ster
Reduction Factors i
Creep
Dulabilicy
Iasta1]-ation Darage
Overall factor of Sirfety
rlg>e L
L.61
1.15
1.10
1.50
ryttrte 2
L,67
1 .13
1.10
1.50
?we 3
7..61
1.10
1 .10
1 .50
AJ TowabLe strenqth:
Ta (lbs/ft)
ryr 7
883.6
ttw 2
1153 . O
fype 3
2055. 4
coefficienx of Inte:iactjon:
ci
TWe 7
o.9
rtTn 2
o.9
l$)e 3
o.9
Coef,ficient of Dite<it SJ'idlne:
cds
ryPe 7
o.9
ng2e 2
o.9
T$)e 3
o.9
Jan o3 *rii"r'f',u", ti."rQune
tggz t
LN 990625A7
raoa fr+-ezoa p.6
Page 4
CoDnection StrencXlt:Type 1 Tjpe 2 Tt6,e 3
U.TXinaXe Sxrength CriteEion:
Mi nj_mum (lbs,/ft, 111{.0 1431.0 2f.16.0Eriction .An91e (deg.rees) fZ.O f2.O 31 .OMaximum (Ibs/ft) 132g.0 1233.0 3o89.o
Service State Criteriont
Mlnimum {lbs/ft} 868.0 fB3.o 11r5.oFliction Angle (degrees) I-2.O 12.0 Z2.OMaximum (lbs/ft) 1300.0 L2a3. O 2O3O.O
Geosypthetic - segmental Reta ininq Wa l. I ttn i tInXerface shear sxr=ngxh: ryF 1 type 2 Tlpe 3
UJXiroaXe StxeDgth Cciterion :
I{inimum (lbs/fr) 5OO.O S0O.O 5OO.OFriction Arrg]e (deg:ees) 45.O dS.O 45.0Maximun (].bs,/ftl 2OOO.O 2OOO.O 2ooO.O
Senri ce .'tate crite.ion..
l{lnimum (Ibs,/ft) SOO.O SOO.O soo.oFriction Arrgle (deg::ees) 45.O aS.O {5.OMaximun (lbs,/ft) 2OOO.O ZoOO.O zooo.o
Coefficients of Eaz.t?h pressure and Eail,ure pJ.ane Orientationi:
Reinforced soil (Ka) 0.36gReinforced Soil- (Ka horlzontal corrponent ) 0.357orientation of failure plane f,rom trorizontaL (degrees) 45.L7Retained Soil (Ka) 0.377Retained 5oi1 (Ka h(,rizontal component.l O .3e2orientation of failr.le plane from holizontal (degrees) la,2g
Results of .Externa.L Sta.biJ,ity Anal,yses:
CaJcu.Iated resign CrjterjaFOS Sliding L.s2 1.s cFOs OverturDing 2.1? 2.O Ot(FOS Bearing Capacity {.aS 2.O qK
Base Reinf,orcetrcnt l"ettgth lL) { ft) 8. S I . { oRBase gccentlicity (e) {ft) r.35 N./ABase Eccentrici.ty Ratio (e/t-2e) O.2g N/ABase Rej.nfolce&ent Ritio (l/H) 0.61 O.O OK
Note: ca]-cul_ated val-les MEET Al,t design crj-teria
Jan O3 O5 O2:13P Jau o (3o3 414-8203 p-7
Page 5SRWaLJ (ver 2.7 ,Jane J.997)
LN 99062587
Detai-led Resu] ts ot: Exxetnal. stabil,it
Tota1 Horizontal F(.rce (1bs,lft)
Total. Vertical For<e (Ibs/ft )Sliding Resistance l].bs / fE)
Driving Moment (.Lbs -ft./ft)
Resisting MoEent { lbs-ft/ ft )
Bearing Capacity (psf )
Max jlnum Bearing pressure (psf )
Ca-lcuTated t/a_lues:
666{ . 1
1615,t.5
10100. ?
40055. I
46970.7
t2346.5
2784.7
Resuits of IntelneJ Stabijitv ,rE-!t ses.,
.gRt Geosyn EIevonit TyF,e (fL)i,ength Anchor tDS't t) LenqCh A'ret-(ttl st!€s.s> l.o > 1.0
.lOS Layer
S-lidjDgr -spdcjrqf(ft t> 1.5 < 2-!
4.29
3.{8
2 -AA
2.44
2-O9
1.79
1-56
OK
ox
ox
q(
6(
oK
2L1
18 1t5 I12 19L
63
33
13.3
11.33
9 .33
7 .33
5.33
3.33
1.3:t
1{.85
3.87
2,2r
r .55
1.19
2.25
1.6
P.J.aut
> t.5
t? .74
,.27
3.37
2.6
5. a3
t|.6t.{
r 3.75 1.1672-O 1,15
lo .25 t. 14€.5 t.l3
8 -5 2-878.s 4.6
8 .5 5.3a
Note: calcul.ated values Hf:gt AI,L deslgn criteria
DcCai-led neiu.l cs of frten€l .tfaDilitv An I yses..
SAW ceosyn E)evilnic Tf',e (ft),
l-I-Iot/able leDs.ile &-llour Sliding SJ.jdjnq;!\enqth Laad C.pacity Fotce Capacity(lbs./ttt (|bs/ftt (7bs/'ftt (jbs,/ftt (1bs/tt)
2t
la
L2I
6
3
I
1
I
1
3
3
13.33 rt83 . 611.33 | t83.59.33 | 193.6?.33 83,65.33 rt83.63.33 :to55, a1.33 ::055.{
59.s
22A.3
399.6
5?0.r
7 42.1
913.3
t2e2.o
1057. {
1202.A
l3a{.9
1483.8
a3?8 . 9
78s0 .5
t2os2.?
452.5
tLg.7
1530.8
23t5,9
3305.0
4tn.o
5715.0
L94t.2
3203.5
{,455. a
5?28.1
690?.O
?919.3
8931.5
Jan O3 O5 O2:13p .r"vf
I9s_C3!:_-eieagj!C_eSC!4! ry Aratyscs:
.9iljg Heel. Geosyrtre3jc lDS ]€_cOnit Elev lwe Over- .stea rt (rt) j'i:i"n :\:I'
p.8
' ';i,js
sDc.r r
(de.ionationt
< O.O2 r Eu
2L 13.3 120 \2.67 EoD.
19 f2.O lodtla 11.33 1
17 10.67 tr'E
15 10. O De6
15 9.33 114 e-67 Dqtc13 g.O Ea.a2 7.t3 |11 6.67 aoo.
10 6.0 !6.9 5.3it IA 1.67 txr', 4.O a.q.6 3.33 35 2 -6it D<!r/ra 2.O Bo3 1,33 32 O,€7 rio61 O.O Dqne
51-31 0X
zg.et or0.98 Ct(
1e.2a G6.0? ox
15.02 qr
5.05 0t
13.42 G4.29 0(
10.69 qx
3.,15 qf
a.8e d(
:'"t 3
19.71
.to .17
23.19
1{.6
u2.2
9.81
?.91
7.02
6.1{
5.35t.9
{./35{.ol
t-72
3.4{
3.1?
3.06
2.9t
2,79
2.71
2 .64
19-03
5.19
3.1
2.26
L.79
:.r"
2.O9
(f
G
T
:
ol(
v
v
Note: calculaLed values MjEf Afl, design criteria
(3o3414-82o3
Fo.s Conneccion
Conne.tion (defon:aLioit)
lpak)> 1.5 < o,75 Lq
tail.ed Resul.t,s of Facjnt' StabiJjiv AnaJvses (liE'l:f,,nt and Shear, ,
s.R ,
Oti t
a
2L
20
19
t8
t?
16
lt
1a
1l
t2
11
10
9
a
7
6
5
1
3
2
1
Efev
attt
13.33
12.qt
7.2.O
11.33
10.6?
10.o
9.3:|
8-dt
a.o
'7 .33
6.e7
6.0
5.13
t.67
a.o
3.:t:|
2.16;i,
2.O
1.3:|o.dt
o.o
Geo
tYPe
1
Itoa
txtla
&tE
Init
1
ET
F6
lgtF
DCC
1
Dgtt
txna
3
Dqae
DqgD
a
E'
D(n/c
Drivc &esitt Srrea.r Slcat SrlearItunt lf,trF.nt Lcad Capacit'1 Capacityllbs-ft/tat (Lbs-fx/ftt (tbs/ttt albs,lftt ubs/ct)+out -in (peakt a&fol'r'dajon)
2.1l6.t
5?.1
!35.3
261.3
456.?
725.2
!,082.5
15a1.22rtt.2
8A.O3d!l.t
{5rL.9
5001.3
7135 -,1
86!t9.?
to38?. o
1zt:to.o
14t01-2
16913.519tt.5
{1.7
drg.4
t324.O
1975.5
3223.L
aa7? .6
ft39 - 1
?s96 _ 6
9t61. o
11332.3
l37t9.A
L62rr.r
1E630.3
2L5 S.7
2452L -O
27{66.3
!1782.O
360tt .5
aoal3.1
a@99.O
51?a{-t
9.5
-2L.4
26.2
92,A
-{9. 9
5{. ?
1?8.a
-78. t
83.2
26]l -O
-107.01!l -a
349.6
-135.6L0.3
a3!t -3
-164.1
163.9
320.9
-390.1
o.o
583.3 5A3.3566.7 666.??fi.O 750.0833.3 033.3315.7 9t6.71000.0 lo00.o:,043.3 too:t.3116,5.? 1166.?1250.0 12t0.013tt3.3 193.31416.7 t a16,?ui00.o 1500.01500.0 1t00. o1500.0 1500.01500.0 1500.01500.0 1500.0r50o.o 1s00.01500.0 1too.01500.0 1500.0tsoo.o 1!too.01500.0 1lo0.o
Jan O3 OS O2:13p Jag
SRWaLL (ver 2.7
LN 99062587
o,June
(3o3414-8203 p.9
7t e97)Page
Detailed R€su-lts of rqi, n Stahifitv Atalvses (Connectiionst:
.\Xt{ fieef
Onit EJev, (tt)
6ec
?Jr<
Connection Cannecaion Contl,..ctic.,troad capacjzy Capaci.y(lbs/tt) (peakt (detormatj r|)
( lbs/tt) ( ibs't f t t
59.5 1131.7 aas-?225.3 118a.9 938.9399.6 t238.0 992-05?O.O 1291.1 10a5.1742-t 1325.6 1080-6913.3 2616.9 1519,0l2A2.O 2€76.9 t5tg-o
2l
1t
15
t2
9
6
3
13.13
11.3:t
9.3:t
?.33
s-33
3.33
1. !:t
1
1
1
1
3
3
ttRtt Hs16r1, 6[t0 EtEt'{TtoN n\\w 6fiD teil6r( rtd,U 5fi9 6rie10fiEtt,l(Ft) tEuerrre fap (srr FacE 0r werr (rfl iiil irii-'- "
lt, 13
q.3t
t,rt
s.tt
,.13
113
T,IJ
r,t3
t,r7
t,rt
l,tt
7,JJ
S,t7
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l.t7
5.r1
t.tt
L"
tz
to
11.00
o,l5
8s
7Ls
7,2s
7,t5
t0.25
e9
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6,1s
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Jan czf rr:al
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-p.2
Paqe IO5 1?:OoP JaU
5iltta77 fter 2'1 'June 1997)
tfi ggoazseT
? - 1 deqlees
r4.?2 flx4+ fc
r-' {', . ,
1
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r'ti ragrid 3XT
!4iragfid 3lCT
xilagrid 3Xr
liraErid 3fi
MiraErid 8)$
triragrid 8l(r
.i-.f; i^:-.:J::s. r.
Section:
Data SbeeE:
---""clrdn€r'l
cllent:
Prepared bY3
Date:
Time:
DaXa fiTe:
Bqfa$ r'fi]-let CqPanY
31lHt"',Yi;;
c: \srrrall21\Pidcr3
I
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q5oroflc,
0013
April 1,2004
Odell Architects, P.C.
32065 Castle Court, Suite !50
Evergreen, Colorado 80439
Phone: 303-670-5980Fax: 303-670-716?
0210
ODELL ARCHITECTS PC
Date:
Prolect :
Owner:
March 3 l, 2004
Middle Creek Affordable Housine
Coughlin and Company
140 E. 196 Ave., Suite 700
Denver, CO 80203-1035
PR No:
Date of lsssance:
Archit6et:
Proiect No. !
TO : Shaw Construction
760 Horizon Drive
Grand Junction, CO 81506
Ator: Keith Oxemeider/Barrv
Monroe
cc!
Please submit an iternized quotation for changes in the contract sum and/or Time related to
proposed modifications to the Contract Documents described below.
THIS IS NOT A CHANGE ORDER OR A DIRECTIVE TO PROCBED WITH T}IE WORKDESCRIBED HEREIN.
Item:
P:W2 l0EA\PRs\pn{l 3,doc
PR-013.1
PR-O13.2
PR-013.3
PR-013.4
PR-013.5
PR-013.6
PR-0r3.7
PR-0t3.8
PR-013,9
PR-o13.10
PR-013.11
PR-0t3.t2
Please see SK-13-01 and SK-I3-02 as well as attached
sfuctual sketches SSK52 and SSK53 for enlarged
overlook at entry area.
The kitchen area requires a second dishwasher. See
SK-l3-03 and SK-13-04 for changes to this area.
The VLHA did not ftink that window coverinss should
be part ofthe ELC package. They are cunenti-y in the
price. Please break out the cost savings to ranove
them.
Fire extinguishers are not required in every classroom
as shown. Please price savings ofreducing fire
extinguishers and cabinets from (8) to (3).
Doors E I I 4C and E I I 7C are to be replaced with
storefront window s).stem, See attached sketches SK-
13-05 through SK-l3-07 for additional information at
these areas. These sketches also clarifu the storefiont
dimensions and operable sections at north side of
covered patio.
Ceilings to remain gyp. bd. as noted in finish schedule.
Please provide price for staining the concrete floors in
LL.O. just sealing.
All base to be rubber. The finish schedule called out
the upEtairs area to be wood. please provide cost
savings ifupstairs base was price as lvood.
The lights in the classrooms should be double
switched. Altemate lights should be on one switch so a
half level oflight can be achieved over the entire area.
Due to the change from sliding doors to storefront at
the Toddler rooms, the exterior concrete pad should be
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Department of Public Worles & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-2I 58
Fax: 970-479-2166
www.vailgov.com
Bo:-o 188
December 2,2004
To: Shaw Consfuction
Attn: Barry Monroe
Re: Middle Creek Subdivision - Early Learning Center
The Town of Vail has made a preliminary inspection of the retaining walls located along
the north side of the Early Leaming Center's parking lot. Based on the condition of the
walls the Public Works deparfnent will not be able to accept thsm nor approve a
TCO/CO for the ELC until they comply with the approved design.
Cunently the retaining walls sit +2' above the finished asphalt surface upon an unstable
vertical ioil wall. The Town will require modification of the walls to comply with the
approved plans or submit a new stamped engineered plan for review that complies with
thi town-Cotle. Keep in mind that no retaining wall shatl be greater than 6' tall and the
minimum bench between walls is 4' with a grade of no more than 2:l'
In light of your time constaints we trust that you are working on a solution as this matter
was brought to your attention in late October.
Thank you for your attention to this matter. Ifyou should have any questions please
contactme at479-2235.
Town Engineer
Town of Vail
Leonard Sandoval
Charlie Davis
NinaTimm
{p ^".r.r"o r^r"
'ilm Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Children's Garden of Learning DRB Number: DR8030200
Proiect Description:
New playground / temporary fence
Pailicipants:
OWNER EAGLE COUNTY SCHOOL DIST RE 05/10/2003 Phone:
PO BOX 740
EAGLE CO
81631
License:
APPUCANT EAGLE COUNTY SCHOOL DIST RE 0611012003 Phone: 328-6321
PO BOX 740
EAGLE CO
949-5100 Donovan Nolan ARC 81631
License:
Project Address: 551 N FRONTAGE RD WEST VAIL Location: west of RSES
Legal Description: Lot: 8-A Block: 2 Subdivision: VAIL POTATO PATCH
Parcel Number: 210106302013
Comments:
BOARD/STAFF ACTION
MoUon By: woldrich Action: APPROVED
Second By: pierce
Vote: 5-0 DateofApproval: 09/10/2003
Conditions:
Cond: 8
(P|-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).
C-ond:0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0006U9
1. The applicant shall provide revised drawings of the boulder retaining walls,
including a 4 ft. bench between walls, a single tier wall, and a PE stamp for all
walls over 4 ft. in height. This shall be submitted with the building permit
application.
2. The applicant shall indicate the prcposed revegetation material on
the site plan. This shall be submitted on the building pennit applicaUon'
3. The applicant shall indicate a limits of disturbance fence on the site plan. This
shall be submitted with the building permit appli@tion.
4. The applicant shall provide a bond for removal of the temporary fence by
September 1, 2003.. 5, The applicant shall use a fencing material that matdres the existing fence at Red' I Sandstone Elementary.
Planner: Allison Ochs DRB Fee Paid: S25O.OO
Design Review Board
ACTION FORM
Departrnent of Community Developmert
75 South Frontage Road, Vail, Colondo 81657
tel; 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co,us
Project Name: Red Sandstone Elem DRB Number: DR8030201
Project Description:
Temporary fence
Participants:
OWNER EAGLE COUNTY SCHOOL DIST RE 06/10/2003 Phone:
PO BOX 7,10
EAGLE CO
81631
License:
APPLICANT EAGLE COUNTY SCHOOL DIST RE 0611012003 Phone: 328-6321
PO BOX 740
EAGLE CO
949-5100 Donovan Nolan ARC 81631
License:
Project Address: 551 N FRONIAGE RD WEST VAIL location: west of RSES
Legal Description: Lot: 8-A Block 2 Subdivision: VAIL POTATO PATCH
Parcel Number: 210106302013
Comments:
BOARD/STAFF ACTION
MoUon By: Woldrich Action: APPROVED
Second By3 Pierce
Vote: 5-0 Date of Apprcval: 09/10/2003
Conditions:
Cond: 8
(PLAN): 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:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Planner: Allison Ochs DRB Fee Paid: $250.00
',/
TOI4IIV
Application for Design Review
DeDartment of Community Development
ZS SouUt Frontage Road, Vail, Colorado 81557
telt 97}.479'2\39 fax:. 97Q'479'2452
web: www'ci.vail.co'us
ffffii*ilJrT*?Tx;;. review must receive approvar prior to submittins a,buitdins-permit application' ?lease
refer to the submittal requirements for the particula, upp'o:uiittttt ii t"q'estea' An application for Design Review
cannot be accepted until att required informat;on ls receivel UV t'L Cott-ity Development Depatment' The
project may atso need to Ou'rilieilO"UV x.tu io'ry. Co,nc-;1 anilotlne ptanninb and Environmental commission'
Design review approval lapses unless a building permii ii'itsueA and construction commences within
one year of the aPProval.
DescriPtion of the Request:
bE
Location of the Proposat: t-otr & X Bbck: L Subdivision:
Physical Address:
Parcel No.: J |e!,fr 2F.'10 t3 (Contact Eagle Co' Assessor at 970-328-8640 for Parcel no.)
Zoning:
Name(s) of Owner(s):
Mailing Address:
Phone:
LtW d ownerls) sisnature(s oSfia&l'crt-
strict
Name of APPlicint:
Mailins lddtg.l sl00pe4le, cn *tu3l Phone: al l()'?/5''o--i''-t I -t 'v ' ' 1
E-mal/Address: raxt 41o'b28'IoL*
$50 Plus $1.00 per square foot of total sign area'
No Fee
$650 For construction of a new building or demo/rebuih'
$300 For an addition *n.'. 'qutt"
n'i*qg It ad!e!.to any residential or
commercial uuiroing iinilidJ250 aiditions & interior conversions)'
$250 ioi *nor. cnanges to buildings and site improvem-ents' such as'
reroofing, painting, winOoi aaOtions' landscaping' fences and
retaining walls, etc'
$20 ;;;i;"t changes to buildings and site improvements' such as'
reroofing, painting, *inOo'i uOOitions' landscaping' fences and
retaining walls, etc'
$20Forrevisionstop|ansalreadyapprovedbyP|anningstafforthe
Design Review Board'
No Fee
Type of Review and Fee:
tr Signs
Conceptual Review
New C-onstruction
Addition
Minor Alteration
(mu lti-fa mily/commercial)
Minor Alteration
(single-familY/duPlex)
Changes to APProved Plans
Separation Request
n
tr
tr
r,A
tr
o
tr
For Office Use only:
Fee Paid: AS2- o',eerno.: /KY au
DRB NO.:
JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
TOilTN
I, (print name a joint owner of propefi located at (address/legal
description)
provide this letter as written approval of the plans dated which have
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above. I understand that the proposed improvements include:
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Townb applicable codes and regulations.
(Signature)(Date)
Page 2 of L2102107102
o
T0l/'4V MINOR EXTERIOR ALTERATIONS
TO BUILDINGS AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General Information:
This application is required for proposals involving minor exterior alterations and/or site improvements.
Proposals to add landscaping do not require DRB approval unless they involve the addition of patios,
water features, grading, or the addition of retaining walls.
I. SUBMITTAT REOUIREMENTS
----€ Stamped topographic survey*, if applicable---d Site and Grading Plan, if applicable*
--{ Landscape Plan, if applicable*-- a Photos or drawings which clearly convey existing conditions*
Photos or drawings which clearly convey the proposed building or site alteration(s)*
.r l.rr, i
-o
Exterior color and material samples and specifications.
Nl lVil/1tf[l
-_o
Lighting Plan* and Cut-sheet(sj for proposed fixtures, if applicable
' I J
- e4Hffipproval from a condominium association or joint owner, if applicable\'/ o The Administrator and/or DRB may require the submission of additional plans, draWings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please submil three (3) copies of the malerials noted with an aslerkk (*).
Topographic sunrey:o Wet stamp and signature of a licensed surveyoro Date of surveyo North arrow and graphic bar scaleo Scale of 1"=10'or 1"=20')u Legal descripUon and physical address
o Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater
than 40olo, and floodplain)o Ties to existing benchmark, either USGS landmark or sewer invert. This information must be
clearly stated on the surveyD Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and
bearings and a basis of bearing must be shown. Show existing pins or monuments found
and their relationship to the established corner.D Show right of way and propefi lines; including bearings, distances and curve information.
o Indicate all easements identified on the subdivision plat and recorded against the property as
indicated in the title report. List any easement restrictions.
o Spot Elevations at the edge of asphalt, along the street frontage of the property at twenty-
five foot intervals (25'), and a minimum of one spot elevations on either side of the lot.
o Topographic conditions at two foot contour intervals
D Existing trees or groups of trees having trunks with diameters of 4" or more, as measured
from a point one foot above grade.
o Rock outcroppings and other significant natural features (large boulders, intermittent
streams, etc,).o Ail existing improvements (including foundation walls, roof overhangs, building overhangs,
D Environmental Hazards (ie, rockfall, debris flow, avalanche, wetlands, floodplain, soils)
Page 3 of r2l02lo7l02
o Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition. ,
to the required stream or creak setback)
o Show all utility meter locations, including any pedestals on site or in the right-of-way
adjacent to the site. Exact location of existing utility sources and proposed service lines from
their source to the structure. Utilities to include:
Cable W Sewer GasTelephone Water Electrico Size and type of drainage culverts, swales, etc.o Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a
minimum of 250' in either direction from property.
Site and Grading Plan:
u Scale of l"=20'or largero Property and setback lineso Existing and proposed easementso Existing and proposed grades
o Existing and proposed layout of buildings and other structures including decks, patios, fences
and walls. Indicate the foundation with a dashed line and the roof edge with a solid line,o All proposed roof ridge lines with proposed ridge elevations. Indicate exisUng and proposed
grades shown underneath all roof lines, This will be used to calculate building height,
o Proposed driveways, including percent slope and spot elevations at the property line, garage
slab and as necessary along the centerline of the driveway to accurately reflect grade,
e A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in
an uphill direction.
o Locations of all utilities including existing sources and proposed seryice lines from sources to
the structures.o Proposed surface drainage on and off-site.o Location of landscaped areas.o Location of limits of disturbance fencingo Location of all required parking spacesq Snow storage areas.o Proposed dumpster location and detail of dumpster enclosure.a Retaining walls with proposed elevations at top and bottom of walls. A detailed cross-section
and elevation drawings shall be provided on the plan or separate sheet. Stamped
engineering drawings are required for walls between 4'and 6'feet in height.q Delineate areas to be phased and appropriate timing, if applicable
l-andscape Plan:o Scale of 1" = 20'or larger
o Landscape plan must be drawn at the same scale as the site plan,
s Location of existing trees, 4" diameter or larger, Indicate trees to remain, to be relocated
(including new location), and to be removed. Large stands of trees may be shown (as
bubble) if the strand is not being affected by the proposed improvements and grading.
o Indicate all existing ground cover and shrubs.
o Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers,
gallon size for shrubs and height for foundation shrubs) of all the existing and proposed plant
material including ground cover.u Delineate critical root zones for existing trees in close proximity to site grading and
construction.o Indicate the location of all proposed plantings.
r The location and type of existing and proposed watering systems to be employed in caring
for plant material following its installation.
Page 4 of L2lO2lO7lO2
o Existing and proposed contour lines. Retaining walls shall be included with the top of wall
and the bottom of wall elevations noted.
LighUng Plan:
o Indicate type, location and number of fixtures.o Include height above grade, lumens output, luminous areao Attach a cut sheet for each proposed fixture.
II. REPAINTPROPOSALS
For all proposals to repaint existing buildings, the following supplemental information is required:
o Color chip or color sample including the manufacturer name and color number(s)
D Architectural elevation drawings which clearly indicate the location of proposed colors (ie.
siding, stucco, window trim, doors, fascia, soffits, etc.) The following is an example:
Page 5 of 12102107/02
PROPOSED MATERHIS
Buildino Materials Tvoe of Material Color
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please speciff the manufacturerb namg the color name and number and attach a mlor chip,
Page 6 of tzlOZlOTllz
PROPOSED LANDSCAPING
Botanacal Name Common Name Ouantity Size
PROPOSED TREES
AND SHRUBS
DOSTING TREES
TO BE REMOVED
Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper
Coniferous Trees - 6' in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
SOD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please specifo other landscape features (i.e. retaining walls, fences, swimming pools, etc. )
PageT of L2l02lO7lO2
{-t *h h,*tf w( w,r;raft*
l//
)flrrnurv LocArroN vERrFrcArroN
This form is to verify service availability and location for new construction and should be used in
conjunction with preparing your utility plan and scheduling installations. The location and availability of
utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized Slqnature Date
QWEST
970.384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharp
EXCEL HIGH PRESSURE GAS
970.262.4A77 $el)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC.
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4O24 (tel)
970.262.,1038 (fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITATION
DISTRICT.|.
970.476.7480 (tel)
970,476.4089 (tax)
Contact: Fred Haslee
AT&T BROADBAND
970.949.1224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
e3_as
*Please provide a site plan, floor plan, and elevations when obtaining approval from the Eagle River Water
& Sanitation District. Fire flow needs must be addressed.
NOTES:
1. If the utility verification form has signatures from each of the utility companies, and no comments
are made directly on the form, the Town will presume that there are no problems and the
development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall
note directly on the utility verification form that there is a problem which needs to be resolved.
The issue should then be detailed in an attached letter to the Town of Vail. However, please keep
in mind that it is the responsibility of the utility company and the applicant to resolve identified
problems,
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Depaftrnent of Public Works at the Town of Vail. Utility locations must be obtained before
digoino in any public right-of-way or easement within the Town of Vail. A building permit is not a
Public Way oermit and must be obtained seoarately.
Page 8 of L2/O2lo7/o2
NOTES TO ALT APPLICANTS
Pre-aoolication Meetino
A pre€pplication meetms with Town of Vail staff is encouraged. The purpose of a pre-application
meeting is to identiry any critical issues pertaining to the applicant's proposal and to determine the
appropriate development review process for an application. In many cases/ the pre-application meeting
helps to expedite the development review process as critical issues are identified and dealt wlth in the
preliminary stages. A pre-application meeting may be scheduled by contacting Judy Rodriguez at
970.479.2128 or ired_rigucz@ei"vall,co.us
Time Requirements
The Design Review Board meets on the lst and 3rd Wednesdays of each month. A complete application
form and all accompanying material must be accepted by the Community Development Department prior
to application deadlines. A schedule of DRB meetings and associated application deadlines may be found
on the World Wide Web at htto:/ici.vail,co,us/commdev/olannino/drb/meetings/default.htm For a new
residential development, the application deadline is typically 3.5 weeks prior to a Design Review Board
hearing,
Review Criteria
The proposal will be reviewed for compliance with the Design Guidelines as set forth in T1tb 12, (Zoning
Regulations) and lltle 14 (Development Standards) of the Town of Vail Municipal Code.
Requirements for orooerties tocated in hazard arcas
If a property is located in or adjacent to a mapped hazard area (i.e. snow avalanche, rocKall, debris flow,
floodplain, wetland, poor soils, etc.), the Community Development Department may require a site-specific
geological investigation. If a site-specific Aeological investigation determines that the subject property is
located in a geologically sensitive area, the property owner(s) must sign an affidavit recognizing the
hazard report prior to the issuance of a building permit. Applicants are strongly encouraged to consult
with Community Development staff prior to submitting a DRB application to determine the relationship of
the property to all mapped hazards.
Required Plan Sheet Format
For all surueys, site plans, landscape plans and other site improvement plans, all of the following must be
shown.
Plan sheet size must be 24"x 36". For large projects, larger plan size may be allowed.
Scale. The minimum scale is 1"=20'. All plans must be at the same scale.
Graphic bar scale.
North arrow.
Title blocK project name, project address and legal description.
Indication of plan preparer, address and phone number,
Dates of original plan preparation and all revision dates.
Vicinity map or location map at a scale of 1"=1,000' or larger.
9. Sheet labels and numbers.
10. A border with a minimum left side margin of 1.5".
11. Names of all adjacent roadways.
12, Plan legend,
Page 9 of t2102107102
Desion Review Board Meetino Reouirements
For new construction and additions, the applicant must stake and tape the project site to indicate
property lines, proposed buildings and building corners. All trees to be removed must be taped. The
applicant must ensure that staking done during the winter is not buried by snow. All site tapings and
staking must be completed prior to the day of the DRB meeting.
The applicant or their representative shall be present at the Design Review Board Hearing. Applicants
who fail to appear before the Design Review Board on theii scheduled meeting date and who have not
asked in advance that discussion on their item be postponed, will have their items removed from the DRB
agenda until such time as the item has been republished.
If the DRB approves the application with conditions or modifications, all conditions of approval must be
resolved prior to the issuance of a building permit.
Staff Approval
The Administrator (a member of the planning staff) may review and approve Design Review applications,
approve with certain modifications, deny the application, or refer the application to the Design Review
Board for a decision. All staff approvals are reviewed by the Design Review Board and any staff decision
is subject to final approval by the DRB.
Additional Review and Fees
If this application requires a separate review by any local, state or Federal agency other than the Town of
Vail, the application fee shall be increased by $200.00, Examples of such review, may include, but are
not limited to: Colorado Department of Highway Access Permits, Army Corps of Engineers 404, etc.
The applicant shall be responsible for paying any publishing fees in excess of 50o/o of the application'fee,
If, at the applicant's request, any matter is postponed for hearing, causing the matter to be re-published,
then the entire fee for such re-publication shall be paid by the applicant.
Applications deemed by the Community Development Department to have design, land use or other
issues, which may have a significant impact on the community, may require review by external
consultants in addition to Town staff. Should a determination be made by Town staff that an extemal
consultant is needed, the Community Development Department may hire the consultant, The
Department shall estimate the amount of money necessary to pay the consultant and this amount shall
be forwarded to the Town by the applicant at the time of filing an application. The applicant shall pay
expenses incurred by the Town in excess of the amount forwarded by the application to the Town within
30 days of notification by the Town. Any excess funds will be returned to the applicant upon review
completion.
Page 10 of L2lO2l07l02
Submittalo Stamped survey of propefi
o Civil/Site plans
Survev Reouirements:
Surueyor's wet stamp and signature
Date of suruey
North arrow
Proper scale (1"=10' or l"=20')
Legal description
Basis of bearings / Benchmark
Spot Elevations
Labeled right of way and property lines;
including bearings, distances and curve
information.
Lot Size
Buildable Area (excludes red hazard
avalanche, slopes greater than zl0Vo, and
floodplain)
Suruey/Site Plan Review Checklist
Department of Communify Development
75 South Frontage Road, Vail, Colorado 81657
te| 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
*This clrqlclist must be submitted prior to Public Works review of a prcpored development
Applicant:phone Number | 328- 67;Ll
a
o
tr
tr
o
o
a Landscape plan
a Title Repott (Section B)
o Environmental Hazards (ie. rockfall, debris
flow, avalanche, wetlands, floodplain, soils)
o Watercourse setbacks (if applicable)
o Treesq Labeled easements (i.e. drainage, utility,
pedestrian, etc...)
u Topographyo Utility locationso Adjacent roadways labeled and edge of
asphalt for both sides of the roadway shown
for a minimum of 250'in either direction
from propefi.
o
o
Site Plan Reouirements:
I. Access (check all)o Driveway type and finished surface are shown on the site plan.
o Unheated o Heated (portion in ROW in a separate zone)
o
u,
o
tr
o
D
Snow storage areas are shown on the site plan within property boundaries (30o/o of driveway area if
unheated; 10o/o of driveway area if heated)
All driveway grades, dimensions, radii are clearly noted on the site plan and conform to DeveloPment
Standards, p. 11. Steepest Section Driveway Grade (not the average grade):-
Parking spaces and turning radii are noted on site plan and conform to Development Standards,
pp.12&14
Construction Site (check all)
Location of all utilities and meter pits are shown on the site plan.
Limits of disturbance construction fencing is shown on the site plan.
I am aware that approved Staging and Construction Traffic Control Plans, as per the Manual of
Uniform Traffic Control Devices, will be necessary prior to construction.
I am aware that a Revocable Right of Way Permit will be required prior to construction.
Page 11 of L2lO2lO7l02
III. Drainage (check all that apply)D The required Valley Pan is shown on the site plan as per Development Standards, p. 12.o (Note: Valley pan must not be heated)
a 4 Foot Concrete Pan o 8 Foot Concrete Pano Positive and adequate drainage is maintained at all times within the proposed site.o Culverts have been provided and are labeled and dimensioned on the site plan.
D A Hydraulic report has been provided. (As requested by Town Engineer)
IV. Erosion Control (Check all that apply)a Disturbance area is greater than one half acre,tr A separate Erosion Control Plan has been professionally engineered and PE stamped, ID Less than die haif acre has been disturbed, and proper erosion control devlces are shown'on the site
olan,
V, Floodplain (check all that apply)a The project lies within or adjacent to a 100 year Floodplain.
D 100 year Floodplain is shown on the site plan.
o A Floodplain study has been provided. (Required if floodplain is within construction limits or as
requested by Town Engineer)o The project does not lie within or adjacent to a 100 year Floodplain
VI. GeologicafEnvironmental Hazards (check all that apply)
o The project lies within a Geologi{Environmental Hazard area. (See Development Standards, p. 20)
D A Hazard Repoft has been provided
r The project does not lie within a Geologi{Environmental Hazard area.
VII. Grading (check all that apply)o Existing and proposed grades/contours are provided on the site plan.
r All disturbed areas have been returned to a 2:1 grade,
o All disturbed areas not returned to 2:1 grade have been Professionally Engineered with slope
protection and/or stable soils. PE stamped details are provided within plans.
o Only existing contours are shown on the site plan, there is no proposed grading.
VIII. Parking (check all)
o All residential and commercial parking spaces conform to the Development Standards, pp. 12&15.
IX. Retaining Walls (check all that apply)o All retaining walls conform to the standards in the Development Standards,.p. 19.o All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE
stamped detail has been provided within the plans
o All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type
of wall construction.o No retaining walls are required for this project.
X. Sight Distance (check all that apply)o Proper sight distance has been attained and shown on site plan as per Development Standards, p.12.
oPropersightdistancehasnotbeenattained.Exp|anationWhy:-
Additional Comments
Please provide any addiUonal comments that pertain to Public Works Review.
Page 12 of t2/021071A2
Applicants Signature
75 SouthFrontage Rd.
Vail, Colorado 81657
970479-2138/479-2139
FAX970479-2452
June 10.2003
ABC Children's Garden of Learning
Angela Mueller
129 N. Frontage Rd.
Vail, CO 81657
Re: Child Care Facilty PIan Review
Red Sandstone School
551 N. Frontage Rd.
Vail, CO 81657
Department of Communify Development
William T. Carlson, REHS
Environmental Health Offi cer
Dear Ms. Mueller:
This letter will serve to confirm the June 9,2003 site visit and plan review of the temporary child
care facility to be located at the Red Sandstone Elernentary School for approximately 15-18
months. The plans for the temporary facility have been reviewed and approved with the
following additions and/or modifi cations:
1. Carpeting shail be smooth, dry, cleanable and free of cracks, splinters, and utility outlets.
2. Carpeting shall be tightly woven and in good repair.
3. Carpeting shall not be permitted in restrooms, utility rooms, and mechanical rooms.
4. Rooms one and two shall be provided with toilet facilities accessible to children and
adequate for use in accordance with the 1991 Colorado Plumbing Code (1991 UPC).
5. Hand washing sinks sball be accessible to children without barriers allowing the
caregiver to visually supervise the group of children during hand washing activities.
6. Hand contact splash areas ofdoors, walls, cabinets and shelves shall be smooth, non-
absorbent and easily cleanable.
7. Adequate storage space shall be provided and maintained in a clean and sanitary manner.
8. Cleaning materials, bleaches, detergents, medications, and other toxic chemicals shall be
properly labeled, and inaccessible to children.
9. Napping area and equipment: a) individual cribs, sleeping mats, cots or linens shall be
issued to each child and marked, b) sleeping linens, mats, or cots shall be thoroughly
cleaned and sanitized whenever soiled, and c) sleeping mats shall be stored so that there
is no contact with the sleeping surface of another mat.
10. Boys and girls must have separate, clearly identified toilet facilities, with toilets separated
by partitions to provide privacy.
11. There must a minimum of one (l) toilet per 30 or fewer children for which the center is
licensed. Hand-washing facilities must be available at the ratio of one sink per 30 or
fewer children.
12. The teacher's lounge room dishwashing machine is approved if 1) the water temperature
is equipped with a heat sanitizing cycle reaches a minimum of 150 degrees F, or 2) the
water temperature in the dish machine without sanitizing cycle reaches a minimum of
155 degrees F.
13. The meals at this facility are fumished by the parents and shall be restricted to their own
child and labeled with the child's name. The domestic refrigeration unit must be
adequate at 41 degrees F or below for the safe storage of all potentially hazardous foods
including infant formulas.
14. When parents fumish snacks for children other than their own child, the snack shall
consist of only non-potentially hazardous foods.
15. Diapering: 1) wet or soiled diapers and clothing shall be changed promptly, 2) a diaper
changing station shall be provided and located separate from any food preparation,
storage or serving area, and shall include:
a. A changing table with a smooth, durable, nonabsorbent and easily cleanable
surface.
b. A hand washing sink Iocated adjacent to the changing table and equipped with
hot and cold running water. Soap and single service towels shall be located at
each hand washing station.
c. A solution of % cup chlorine bleach per gallon of water or a solution containing
any other chemical sanitizing agent registered with the USEPA as a disinfectant
that will provide the equivalent bactericidal and viricidal effect ofa solution of %
cup ofhypochlorite per gallon ofwater.
d. A washable, covered container lined with a plastic bag located adjacent to the
changing table and inaccessible to children.
16. Playground Safety: The playground area shall be well drained and play equipment
installed according to the "l990 Handbook for Public Playground Safeqy''developed by
the U.S. Consumer Product Safety Commission. For your information, a copy of the
1990 Handbook is enclosed.
Do not hesitate to call me at97Q479-2333 if you have any questions.
Very trutyrycprs, /\M
William T. Carlson, REHS
Environmental Health Officer
Enclosure
one year of the apProval.
Description of the Request:
Application for Design Review
Department of C-ommunity Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 tax; 970.479'2452
web: www.ci.vail,co'us
f,.,r: lrr
General Information:
All projecG requiring design review mu$ receive approval prior to submitting a building permit application. Please
retir t6 tne submittit requiremen6 for the particulai approval that is requested' An application for Design Review
cannot be accepted untii all required information is received by the Community Development Department.. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
b";gn r"iri"tr approval lapses unless a building permit is issued and construction commences within
Location of the Proposat: t-ot:8 h alock: 2 Subdivision:
Physical Address:
Parcel No.:atOtOC., 3O 2Otq (Contact Eagle Co. Assessor at 970-328-8640 for parcel no')
ltlZoning: (jf,rtec.( U94
Name(s) of Owner(s):
Mailing Address:
Phone:
*Pwner(s) Signature(s)rl
Name of Appllcant: E
Mailins Address: % B,o* 74O '=€aaie Co s tbzt Phone: q1o-??S- 63:
rax: Q1O-3d'lOZ
Type of Review and Fee:
tr Signs
Conceptual Review
New Construction
Addition
Minor Alteration
( multi-family/commercial )
Minor Alteration
(single-family/duplex)
Changes to Approved Plans
Separation Request
tr
tr
tr
X
tr
E
I'U\"4
"IW - 5t@
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
ESOO For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions)'
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For min6r changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
ch*kNo.' /q5tf ,;;#4
JOINT PROPERW OWNER
WRITTEN APPROVAL TETTER
TOI4IN
I, (print name
description)
a joint owner of property located at (address/legal
provide this letter as written approval of the plans dated which have
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above. I understand that the proposed improvements include:
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
(Signature)(Date)
Page 2 of LZ|OZ|OTlO2
TOI4'T'M MINOR EXTERIOR ALTEMTIONS
TO BUILDINGS AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General Information:
This application is required for proposals involving minor exterior alterations and/or site improvements.
Proposals to add landscaping do not require DRB approval unless they involve the addition of patios,
water features, grading, or the addition of retaining walls,
I. SUBMITTAL REOUIREMENTS
o Stamped topographic survey*, if applicableo Site and Grading Plan, if applicablexo Landscape Plan, if applicable*o Photos or drawings which clearly convey existing conditions*
o Photos or drawings which clearly convey the proposed building or site alteration(s)*
o Exterior color and material samples and specifications,
o Lighting Plan* and Cut-sheet(s) for proposed fixtures, if applicable
a Written approval from a condominium association or joint owner, if applicable
o The Administrator and/or DRB may require the submission of addiUonal plans, draWings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please submil three (3) copies of the materials noted with an asterisk (*).
Topographic survey:a Wet stamp and signature of a licensed surveyor
o Date of surveyo North arrow and graphic bar scaleo Scale of 1"=10'or 1"=20')o Legal description and physical addresso Lot size and buibable area (buildable area excludes red hazard avalanche, slopes greater
than 40olo, and floodplain)o Ties to existing benchmark, either USGS landmark or sewer invert. This information must be
clearly stated on the surveyu Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and' bearings and a basis of bearing must be shown. Show existing pins or monuments found
and their relationship to the established corner.
u Show right of way and property lines; including bearings, distances and curve information.
u Indicate all easements identified on the subdivision plat and recorded against the property as
indicated in the title repoft. List any easement restrictions.
o Spot Elevations at the edge of asphalt, along the street frontage of the propefi at twenty-
five foot intervals (25'), and a minimum of one spot elevations on either side of the lot.
o Topographic conditions at two foot contour intervals
o Existing trees or groups of trees having trunks with diameters of 4" or more, as measured
from a point one foot above grade.
o Rock outcroppings and other significant natural features (large boulders, intermittent
streams, etc.).n All existing improvements (including foundation walls, roof overhangs, building overhangs,
etc. ).o Environmental Hazards (ie. rockfall, debris flow, avalanche, wetlands, floodplain, soils)
Page 3 of l2l\2l17l02
o Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition
to the required stream or creak setback)o Show all utility meter locations, including any pedestals on site or in the right-of-way
adjacent to the site. Exact location of existing utility sources and proposed service lines from
their source to the structure. Utilities to include:
Cable W Sewer GasTelephone Water Electric
o Size and type of drainage culverts, swales, etc.o Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a
minimum of 250'in either direction from property.
Site and Grading Plan:o Scale of l"=20' or largero Property and setback lines
o Existing and proposed easements
o Existing and proposed grades
o Existing and proposed layout of buildings and other structures including deck, patios, fences
and walls. Indicate the foundation with a dashed line and the roof edge with a solid line.o All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed
grades shown underneath all roof lines. This will be used to calculate building height.
o Proposed driveways, including percent slope and spot elevations at the property line, garage
slab and as necessary along the centerline of the driveway to accurately reflect grade.
tr A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in
an uphill direction.o Locations of all utilities including existing sources and proposed service lines from sources to
the structures.o Proposed surface drainage on and off-site.
o Location of landscaped areas,
o Location of limits of disturbance fencingo Location of all required parking spaces
o Snow storage areas,o Proposed dumpster location and detail of dumpster enclosure.
u Retaining walls with proposed elevations at top and bottom of walls. A detailed cross-section
and elevation drawings shall be provided on the. plan or separate sheet. Sbamped
engineering drawings are required for walls between 4'and 6'feet in height.o Delineate areas to be phased and appropriate timing, if applicable
Landscape Plan:o Scale of 1" = 20' or larger
o Landscape plan must be drawn at the same scale as the site plan.
o Location of existing trees, 4" diameter or larger. Indicate trees to remain, to be relocated
(including new location), and to be removed. Large stands of trees may be shown (as
bubble) if the strand is not being affected by the proposed improvements and grading,
o Indicate all existing ground cover and shrubs.
u Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers,
gallon size for shrubs and height for foundation shrubs) of all the existing and proposed plant
material including ground cover,o Delineate critical root zones for existing trees in close proximity to site grading and
construction.o Indicate the location of all proposed plantings.
o The location and type of existing and proposed watering slstems to be employed in caring
for plant material following its installation,
Page 4 of tZl02l07l02
D Existing and proposed contour lines. Retaining walls shall be included with the top of wall
and the bottom of wall elevations noted,
Lighting Plan:
s Indicate type, location and number of fixtures.o Include height above grade, lumens output, luminous area
o Attach a cut sheet for each proposed fixture.
II. REPAINTPROPOSALS
For all proposals to repaint existing buildings, the following supplemental information is required:
o Color chip or color sample including the manufacturer name and color number(s)
D Architectural elevation drawings which clearly indicate the location of proposed colors (ie.
siding, stucco, window trim, doors, fascia, soffits, etc.) The following is an example:
Page 5 of L2lO2lO7l02
PROPOSED MATERHLS
Buildino Materials Tvoe of Material C,olor
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please specifo the manufacture/s name, the color name and number and attach a color chip.
Page 6 of t2l0zl07llz
PROPOSED TANDSCAPING
Botanical Name Common Name Ouantiw Size
PROPOSED TREES
AND SHRUBS
EXISTING TREES
TO BE REMOVED
Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
Twe Square Footaqe
GROUND COVER
SOD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc. )
Page 7 of tZl02l07l12
UTILIW LOCATION VE RIFICATION
This form is to veriff service availability and location for new construction and should be used in
conjunction with preparing your utility plan and scheduling installations. The location and availability of
utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized Sionature Date
QWEST
970.384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharp
EXCEL HIGH PRESSURE GAS
970.262.4077 (Iel)
C.ontacti Brian Sulzer
HOLY CROSS ELECTRIC ASSOC.
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4024 (tel)
970.262.4038 (fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITATION
DISTRICT*
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.949.1224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
xPlease provide a site plan, floor plan, and elevations when obtaining approval from the Eagle River Water
& Sanitation District, Fire flow needs must be addressed.
NOTES:
1. If the utility verification form has signatures from each of the utility companies, and no comments
are made directly on the form, the Town will presume that there are no problems and the
development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall
note directly on the utility verification form that there is a problem which needs to be resolved.
The issue should then be detailed in an attached letter to the Town of Vail. However, please keep
in mind that it is the responsibility of the utility company and the applicant to resotue identified
problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Department of Public Works at the Town of Vail. Utilitv locations must be obtained before
digqing in any public right-of-way or easement within the Town of Vail. A building permit is not a
Public Wav oermit and must be obtained separately.
Page 8 of L2lO2l07l0z
NOTESTO ALLAPPUCANTS
Pre-aoolication Meetino
Fpre€pplication meeting with Town of Vail staff is encouraged. The purpose of a pre-application
meeting is to identify any critical issues pertaining to the applicanfs proposal and to determine the
appropriate development review process for an application. In many @ses, the pre-application meeting
helps to expedite the development review process as critical issues are identified and dealt with in the
preliminary stages. A pre-application meeting may be scheduled by contacting Judy Rodriguez at
97 0.479.2L28 or jredrlg_ucz@e!,vail,eo.us
Time Reouirements
The Design Review Board meets on the 1st and 3rd Wednesdays of each month. A complete application
form and all accompanying material must be accepted by the Community Development Department prior
to application deadlines. A schedule of DRB meetings and associated application deadlines may be found
on the World Wide Web at http://ci.vail.co.us/commdev/plannino/drb/meetings/default.htm For a new
residential development, the application deadline is typically 3.5 weeks prior to a Design Review Board
hearing.
Review Criteria
The proposal will be reviewed for compliance with the Design Guidelines as set forth in Title 12, (Zoning
Regulations) and 'lltle 14 (Development Standards) of the Town of Vail Municipal Code.
Requirements for orooerties located in hazard areas
If a property is located in or adjacent to a mapped hazard area (i.e. snow avalanche, rockfall, debris flow,
floodplain, wetland, poor soils, etc,), the Community Development Department may require a site-specific
geological investigation. If a site-specific geological investigation determines that the subject propefi is
located in a geologically sensitive area, the property owner(s) must sign an affidavit recognizing the
hazard report prior to the issuance of a building permit. Applicants are strongly encouraged to consult
with CommuniV Development staff prior to submitting a DRB application to determine the relationship of
the propefty to all mapped hazards.
Reouired Plan Sheet Format
For all surveys, site plans, landscape plans and other site improvement plans, all of the following must be
shown.
1. Plan sheet size must be 24"x 36". For large projects, larger plan size may be allowed.
2. Scale. The minimum scale is 1"=20'. All plans must be at the same scale.
3. Graphic bar scale.
4, North arrow.
5. Title block, project name, project address and legal description.
6. Indication of plan preparer, address and phone number.
7. Dates of original plan preparation and all revision dates.
8. Vicinity map or location map at a scale of 1"=1,000' or larger.
9. Sheet labels and numbers.
10. A border with a minimum left side margin of 1.5".
11. Names of all adjacent roadways.
12. Plan legend.
Page 9 of I2|OZ|OTlO2
Desion Review Board Meetinq Requirements
For new construction and additions, the applicant must stake and tape the project site to indicate
property lines, proposed buildings and building corners. All trees to be removed must be taped. The
applicant must ensure that staking done during the winter is not buried by snow. All site tapings and
staking must be completed prior to the day of the DRB meeting.
The applicant, or their representative shall be present at the Design Review Board Hearing. Applicants
who fail to appear before the Design Review Board on their scheduled meeting date and who have not
asked in advance that discussion on their item be postponed, will have their items removed from the DRB
agenda until such time as the item has been republished.
If the DRB approves the application with conditions or modificaUons, all conditions of approval must be
resolved prior to the issuance of a building permit.
Staff Aooroval
The Administrator (a member of the planning staff) may review and approve Design Review applications,
approve with certain modifications, deny the application, or refer the application to the Design Review
Board for a decision. All staff approvals are reviewed by the Design Review Board and any staff decision
is subject to final approval by the DRB.
Additional Review and Fees
If this application requires a separate review by any local, state or Federal agency other than the Town of
Vail, the application fee shall be increased by $200,00. Examples of such review, may include, but are
not limited to: Colorado Department of Highway Access Permits, Army Corps of Engineers 404, etc.
The applicant shall be responsible for paying any publishing fees in excess of 50o/o of the application fee.
If, at the applicant's request, any matter is postponed for hearing, causing the matter to be re.published,
then the entire fee for such re-publication shall be paid by the applicant.
Applications deemed by the Community Development Department to have design, land use or other
issues, which may have a significant impact on the community, may require review by external
consultants in addition to Town staff. Should a determinaUon be made by Town staff that an er<ternal
consultant is needed, the Community Development Department may hire the consultant. The
Depaftment shall estimate the amount of money necessary to pay the consultant and this amount shall
be fonvarded to the Town by the applicant at the time of filing an application. The applicant shall pay
expenses incurred by the Town in excess of the amount fonryarded by the application to the Town within
30 days of notification by the Town. Any excess funds will be returned to the applicant upon review
completion.
Page 10 ot L2/02lO7lO2
Owners/Project
Project Address:
Submittalo Stamped survey of property
o CiviUsite plans
Survev Reouirements:
Surveyor's wet stamp and signature
Date of survey
North arrow
Proper scale (1"=10'or 1"=20')
Legal description
Basis of bearings / Benchmark
Spot Elevations
Labeled right of way and property lines;
including bearings, distances and curve
information.
Lot Size
Buildable Area (excludes red hazard
avalanche, slopes greater than 407o, and
floodplain)
Survey/Site Plan Review Checklist
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel 97O.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
*This dreclclist must be submifted prior to Public Wo*s rcuiew of a prcpo*d developmenL
und
55f N. or*age Roo4 Red Sondstone Ek,n:ran}or1
Applicant:le Cou Schoo I Di styicl phone Number. 32g-6321
o Landscape plan
o Title Repoft (Section B)
o Environmental Hazards (ie. rockfall, debris
flow, avalanche, wetlands, floodplain, soils)
o Watercourse setbacks (if applicable)
D Trees
o Labeled easements (i.e. drainage, utility,
pedestrian, etc...)a Topographyo Utility locationso Adjacent roadways labeled and edge of
asphalt for both sides of the roadway shown
for a minimum of 250' in either direction
from property.
o
o
o
o
o
tr
o
D
Site Plan Reouirements!
I. Access (check all)tr Driveway type and finished surface are shown on the site plan.
o Unheated o Heated (portion in ROW in a separate zone)
tr
il.
o
o
o
o
Snow storage areas are shown on the site plan within property boundaries (30o/o of driveway area if
unheated; 10o/o of driveway area if heated)
All driveway grades, dimensions, radii are clearly noted on the site plan and conform to Development
Standards, p, 11. Steepest Section Driveway Grade (not the average grade):-
Parking spaces and turning radii are noted on site plan and conform to Development Standards,
pp.12&14
Construction Site (check all)
Location of all utilities and meter pits are shown on the site plan.
Limits of disturbance construction fencing is shown on the site plan.
I am aware that approved Staging and Construction Traffic Control Plans, as per the Manual of
Uniform Traffic Control Devices, will be necessary prior to construction.
I am aware that a Revocable Right of Way Permit will be required prior to construction.
Page 11 ot L2lO2l07lO2
IIL Drainage (check all that apply)o The required Valley Pan is shown on the site plan as per Development Standards, p. 12.o (Note: Valley pan must not be heated)a 4 Foot Concrete Pan o 8 Foot Concrete Pano Positive and adequate drainage is maintained at all times within the proposed site.o Culverts have been provided and are labeled and dimensioned on the site plan.
o A Hydraulic report has,been provided. (As requested
!V
Town Engineer)
.
ry. Erosion Contdl (Check all that apply)' o Disturbance drea ls grdater than one hali acre.o A separate Erosion @ntrol Plan has been professionally engineered and PE stampedo Less than one half acre has been disturbed, and prbper erosion control devices are shown on the site
plan.
V. Floodplain (check all that apply)o The project lies within or adjacent to a 100 year Floodplain.
o 100 year Floodplain is shown on the site plan,
o A Floodplain study has been provided. (Required if floodplain is within construction limib or as
requested by Town Engineer)o The project does not lie within or adjacent to a 100 year Floodplain
VI. Geological/Environmental Hazards (check all that apply)
o The project lies within a Geologi{Environmental Hazard area. (See Development Standards, p. 20)a A Hazard Repoft has been provided
a The project does not lie within a Geologi{Environmental Hazard area.
VII. Grading (check all that apply)
o Existing and proposed grades/contours are provided on the site plan.
o All disturbed areas have been returned to a 2:1grade.
o All disturbed areas not returned to 2:1 grade have been Professionally Engineered with slope
protection and/or stable soils. PE stamped details are provided within plans.
o Only existing contours are shown on the site plan, there is no proposed grading.
VIII. Parking (check all)o All residential and commercial parking spaces conform to the Development Standards, pp. 12&15.
IX. Retaining Walls (check all that apply)n All retaining walls conform to the standards in the Development Standards, p. 19.o All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE
stamped detail has been provided within the plans.
o All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type
of wall construction.
D No retaining walls are required for this project.
X. Sight Distance (check all that apply)o Proper sight distance has been attained and shown on site plan as per Development Standards, p.12.
oPropersightdistancehasnotbeenatt.ained.EXp|anationWhy:-
Additional Comments
Please provide any additional comments that pertain to Public Works Review.
Page 12 of L2l02lO7lO2
Applicants Signature
Cer
I.ITILITY LOCATION VERIFICATION
This form is to verify servrce availability and location for new construction and should be used in
conjunction with preparing your utility plan and scheduling installations. The location and availability of
utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized Sionature Date
QWEST
970.384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharp
EXCEL HIGH PRESSURE GAS
970.262.4077 (tel)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC..
970.949.s892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4o24 (tel)
970.262.4038 (fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITATION
DISTRICT*
970.476.7480 (tel)
970.476..1089 (fax)
Contact: hnl+EFj "
AT&T BROADBAND
970.949.1224 x 112 (tel)
970.9a9.9138 (fax)
Contact: Floyd Salazar
*Please provide a site plan, floor plan, and elevaUons when obtaining approval from the Eagle River Water
& Sanitation District. Fire flow needs must be addressed,
NOTES:
1. If the utility verification form has signatures from each of the utility companies, and no comments
are made directly on the form, the Town will presume that there are no problems and the
development can proceed.
2. If a utility company has mncerns with the proposed construction, the utility representative shall
note directly on the utility verification form that there is a problem which needs to be resolved.
The issue should then be detailed in an attached letter to the Town of Vail. However, please keep
in mind that it is the responsibility of the utility company and the applicant to resolve identified
problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Department of Public Works at the Town of Vail. Utility locations must be obtained before
diqqinq in any public right-of-way or easement within the Town of Vail. A buildino Permit is not a
Public Wav permit and must be obtained seoaratelv
Page B of tZ/02lO7l0Z
' e'.a,,,rJN' i6. i00'j* bii4A
o
[Friii
r ITIUTY TOCATIOI{ \'ERIFICATION
Thb bm it b \rerity rcrv|cc €valtaDiliv tnd lOcstbfl for nerv Fnstructlon cnd shouH be uEsd ln
con1uncflon wlttr priparhg your r.dtiby flan ard sdrcduling hibllatioffi. The locltion and avallability of
utilftiGc, whcthor Lnay rrc-rdain trunk lineS Or Propolcd lhe5, lflu$ be appovtd and vEfifid by the
following utilHc3 for thc lccorhptnyiry site plan.
QWESr
970.384.0238 (tel)
970.38,1.0457 (lbx)
Conbci: $son sllarp
ucEL HIGH PRESSURE GAS
970.252..1{177 (hl)
Contrct: Br|rn SulzEr
HOLY CRClss Ertcff,tc
^ssoc.'970.9{9.s892 (Er)
970.949.4556 (fax)
Conbdt! Tcd HuskY
EXCEL ENER6'T
e70.262.r02{ (t€r)
t70.252.4038 (frx)
Contrct: Kit Boorrt
EAGTE RIVER WATER A SANIIATION
DISTR.ICTT
970.i176.7{Eo (hl)
e7o,{76.{O89 (fax)
ContacE n#E:,
AT&T BROADBAND
970.9+9.122.{ x 1fZ Gcl)
S70.9,19.9138 (fax)
Cor$actr fuyd Salazar
qplcase pfwide r 5ita plail, floor plan, and whcn
Er Siltitruon DlstrlcL Fnc novy needs muBt be iddres€ed.
ilOTEgt
1, If tlle utility vedfication fonn har signatu|Es frorn each d tl|e utilw (omPEnle+ lnd no Cornments
ar€ rilade dtrectly o|1 tha fom, the Tourn wlll pr€gune that there are no problerns rnd the
de\relopment can proe€d.
2. . If E utility comprny has onceflts with the proposed con6Euction, t}|e utillty rcprentativs rhall
note dheldy m Uri utinty vrtlflcatJon fqm 'that tl1ere is a problern which ne€(t' to bc rcsolred.
Thc llsuc lhould thcn bG detllled b En anech€d l€tGr tg th€ Tovrn of Vail' Floirvswrr plear k.3p
ln rnind thet lt ls s|€ responsibility of the uultty comprny lnd th. appli{Ent b resolve Hentlnld
Hsblerns.
3, Tlsc rrcrtrrcationr do not |tti!\,c t lc contractor of thc responsibliv to obtain a Publk Way Permlt' from the Departnent of PuHlc ltlort<s at tlre Town of Vall, utilftv logglone+q$iegbtriq4jdore
dSSb in .ny p'/bllc right of-er,Ey or casenrent wlthln the Town of v!it. A.bu|ldl[g-EelEltll no!!
hrblic Wry pcrrqlt rqd @lrftc-ohtAifrcd EEngratrlv. .a _,
Pagc 8 of IZt0zlO7l0Z
CGL
'i .[ABLEribi6:or$0Ar/ .
liO, tii t. i""Fidsiirr"" "
Authortsst flqnrturt Drte
JUN IS 2@83 IE:52 FRQI.-,,*,*ORNE HP s?B4EB,olro s?Bs4essee
Ruo =!a^tuso^lE Eu uerlan-,J
nlt N donfuaa RD
| llnlw Locrrrof, YERrFlc^lroll
Thts lbm F b verlly rcrvr avalbDiiv and hathn lc nal constlKudt md shotdd E u$d h
conJuncdm wlth pcpa.ing your utl|ly *n rnd sdrcdulhg insblbtions. The lootirn !]d availablllty of
rtfrleJ, wh€drr Ur€y arc nrdn brrnt lfrns or pmposed Ines, mu* be approrcd and vedfred by the
followltE utn[hs for the @mpenydrq ste plan.
P,A3
A0tho&,{Shnrturu Drte
QlvE9r
970.384.02s8 (d)
9ru.384.0157 (f:r()
Contact| Jcm Sharp
EXCEL r{lGH PREiSURE qS
9D.7SL+O77 (Ell ./4.- (acl,'iffiiti*di*'tGc* 5r>'t
HOLY CROS Er.fCTRrC ASSOC.
970,949.5892 (tel)
970.940.4566 (fa'O
Contrcb Td Husky
EXCEL EI{BJGT
970262..m24 (d)
970:62..1038 (far)
Grrtact Nit Bogaft
E^I6LE RT/ER WATIRI SA!{IT^TION
DISTilCT}
@l
JUi'l 10 ?003
b.tb.63
970..f/5.7480 (H) rl970.t76.{o89(hx) a..F-
Cortdch f,o tE@e'rr
AIETSROADAAND
970,949.122{ x r.l2 (td)
9Z).949,9138 (fax)
Contactl noyd Salizar
*fleesc Plovltc a sitc plao floor plan, and elaratisrs whan otrhhiru appoval frsn tie Fagh Rtver Water
& Sanltruon 0l5trlc0 Flre tlow needs must be addreisrd.
iloTES:
1. lf tE rrtilky vcrificitbn hrm has signatures frun e& of the utftty Ecnpanles, and rn @mmenB
are rnede drectly il the fom. lie Tan n wll pcsunre dret thcrc rrc no problems arrd thc
dcvchFnc|rt can prcceed.
Z II r utiltty qmpany has conerns wlt|r the p.opc€d cslitrudlon, dt€ udlty rcptrscntattvc shall
nob dtl|.try ofi UtE tiilitY verticafion form that there ls a pobhm wttdt needs to be resolved,
The lgs{a should dten be d€tailed in an atbcted letbr to tfic Tourd of vail. Hovrewr, plces€ k ep
in mind that it lr tllc r.sponsltillty d the rdllty cofirpany and the rpplkint b r35oh€ ldenulled
ptsbbns.
3. Th€ta wificati.ns do not ditira the cantactor of tfte rrsporuilil\ to obbln l h.rbrc way Ferrrrt
frcm tha Departrnent d Publlc lthrls at tie Town d Yail. UBiw lootiqrU must bcdrtdn{ uefqe
&4!nq h uV pnbllc dght of-ray or easemerrt withh theTorpn of Vail. A.[etlSjel6rcjd.atuHk lnav r€rmlt and must be obtained FepeIahu
\/
Pal€ I of 120V07/02
x,k TOTAL PAGE. A3 ,rr(
Od.: avl0/83 Tlntc: 10:5150 Al,
,l
:l
I
I TIIL TY LG'CITIO N VENTFICAUO}I
Thls fom ls to verity servtcp atalaHllty and kicrHon for neur corutructicn anct shouH be used in
Tl9*Uo.t with preparing your utility. plan arrd schcduling lnstallatiors, The losction and ayanabiliry ofuflndes, wh€thg qtey ue maln hJnk llnes ei'proposed lines, must bc appro/ed and verlfied by ttre
'
lbllotving utilities for the a@mpanv{ng rtte dpn,
Aulhorbgd SlonttulF DflS
QWEST
970.38{,0238 (tlt)
970.3{1.1.02t (faro
Contact: Jaron Sherp
6rcEL HrcH pRESSURE CAS
970.262..+077 (tel)
Contact: Brbn Sulaer
HOLY CROSS ELECTRIC ASSOC.
e7O.9,19.5892 (td)
970,9,19.4565 (fnx)
Contad3 Ted Husky
E(CEL ET.IERGY
970:52.402.t (rEt)
9m:62.,f038 (fax)
Contrct: Kit Eog.d
FAGLE RIVER WATER & SANITATIO}J
DISTmCTf
, € =io O-7
'i;
& Sanltaton Dis?lct. Firc fio$, nccds must !e bddrcssed.
IfOTES: : i
il. It thc utility rrcrificttion iorm has signatrr,ts frorn e|ch of ttle uttlty companb€; and ng commentserr made dlretly on EE fom, the Tofvn wlll prtsunre ttrat ttiere €re no problcms and the
develoDmcnt @n procred. i
2, lf a uullty onrpany haS OrnmS Mfi Uh propGed onstn ctirrn, th€ utility represenffiive rlrall
notc dircdly on thc utility verifiatton brm that ttrre is a pmbtsn hrttich needs b be resoNred,
The bsue should then be detalled in an'atEched htEr to the Town of Vail. Hoiv:vcr, pbase keep
in mind thst lt is tfie r€rponrlb[Ey of ftd ]rtjnty cnmparry and th€ applt€ant to resoh€ ijentifiedprobtems. i i3. These verifications d,o not rellevs the cDnt[actor of the resDonglblllv to obtatn a AJblt Way Permit
f'om the Departrrcnt of Publk Wort<s ai tlie To,,,n * vaii.'UBtny todaums msst b€ obtain.b b.JoE
dlqqlry-ln any puufc rlght-of-way or.easirirent withh the Toivn of Vail, A btlldino pcmit b not a
I
I
I
It. l
I
970.{76.7480 (t€l) rj
970.476.4089 (fax) .{.$-Conbct: ttffEe')
AT&T BROADEAND
970.e49.t224 r 112 (hl)
970.949.e88 (hx)
Contacti Floycl Saluar
*Plcrs. pltvue a site plan, floor flan, crrd epvations yrhen otbhlng apprcval from ttc Eaote Ri\Er wltEr
Pqr2cfz
Pege 8 of 7UDUO7loz
'Children's Garden of Learning Conditions:
1. The applicant shall provide revised drawings of the boulder
retaining walls, including a 4 ft. bench between walls, a single
tier wall, and a PE stamp for all walls over 4 ft. in height. This
shall be submitted with the building permit application.
2. The applicant shall indicate the proposed revegetation material
on the site plan. This shall be submitted on the building permit
application.
3. The applicant shall indicate a limits of disturbance fence on the
site plan. This shall be submitted with the building permit
application.
4. The applicant shall provide a bond for removal of the temporary
fence by September 1, 2003.
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Department of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
October 14,2005
Mike Coughlin & Company
140 E. 19h Avenue, Ste. 700
Denver, CO 80203
NR
PA
PI
RNSP
not ready for inspection
partialapproval
partial inspection
re-inspect, $40 charge
Re: Middle Creek Housing/Children's Garden of Leaming
Dear Mike,
I have printed the inspections associated with these projects. The first sheet lists
the inspections attached to the permit. The following sheets are specific to the
Item ld (inspection type) and will show each the action, comments, inspector and
date performed.
The action abbreviation is as follows:AP approvedAPCR approved with conectionCO Certificate of OccupancyCOND approved with condition
CR conection requiredDN deniedNO notified
Please contact me if you have any questions reading the printouts otherwise,
contact the inspector in question.
Hope this helps.
Sincerely,
V1",,-Q*yE L
Lynne Campbell '
Office Manager
{p^r.ouo"t,u
From: 'Arf'<firesafe@rof.nef>To: "Charlie Davis" <cdavis@ci.vail.co. us>Date: 0812912003 9:23:59 AMSubJect: Middle Creek Childrens Learning floor area
Charlie,
Sorry again, guess l'm running in b many directions.
The floor area of the Childrens Leaming Center is as follows:
First Story 3,705 sq. ft.
Second Story 782 sq. ft.
Total 4,487 sq.ft.
Let me know if you have any questions.
€43
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Thanks,
Art