HomeMy WebLinkAboutLIONS RIDGE FILING 1 BLOCK C LOT 6-10 SIMBA RUN CORRESPONDENCE 1981-2001 LEGALi
The Ewings
724 Griloping Hill Road
Franklin Lakes, NJ 07417
March 1,2001
Town of Vail
Vail, Colorado 81657
We have moved to the address listed above. Please change your records for our property at:
SimbaRun
1100 North Frontage Road
Vail, CO 81657
Thank you.
p
^ry
Craig Ewing
-Tortt fl,a6u,l4 Heryl1'
55"
ra
DAILY GRTND MENU BOX PI,,ACEI,TENT
Tabled to 1Ol3 DRB
Staff deternined that this was athey are exploring possibillty
instead of on top of roof.
LIONSITEAD CANOPY
major anendment. Told Sarah, andof placing the antenna near roof
Perrnit is ready to be picked up. LII Mercbants have paid $5,000deposit on $L0,000 total- cost to contractor (paid through TOV,Steve Ba::vick). Contractor aslced for an agreement by TOV, andLarry faxed one to them, but they have not yet returned it.
DN3 EPP&IC:ATIOIT
DATE APPI,TCAEION RECEIVED:
DATE OF DRB IiEETING:
D. NAI{E OT APPI.,TCANTIS REPRESEIflIATIVE3
I.Iailing Address:
E. NAI'fE OF OWNERS:
SICNA'II'RE (8) |
Mailing Address:
Phone
S0rugzssm
*****THIS APPLICATION I{ILL NOT BE ACCEPTED UNTIL AI,L INFOR}TATIONIS SUBI'IITTED*****
r. PRE-APPLICATION IITEETINC:
A pre-application meeting slth a planning staff mernber isstrongly suggested to determine if any additionalinformation is needed. No appl-ication sLll be accepted
. ft ls the applieantrsresponsibility to nake an appointnent with the staff to flndout about additional subnlttal requirements. Please notethat a COUP&AIE application wLll Etreamline the approvalprocess for your proJect by decreasing the number of
conditions of approval that the DRB nay stipulate. ALLconditions of approval must be resolved before a buildingpernit is issued. Application will not be processed
without Olrnerrs Signature.
B.I.OCATION OF PROPOSAL:
A.
Address tr*> -i %, V , Cr. ?rcSt
I€gal Description Lot
-
Block
Subdivision Zoning
C. NAT'IE OF APPLTCANT:
ltailing a46selss2 /1o<)W
aq' /.1ir
IA
F.
G.
IF--,VAIJUATION
$ o-
$ 10,001 -$ 5O,OO1 -
$150,001 -
$500,001 -$ over
$ 10,000$ 50, ooo
$ 150,000
$ 500,000
$1, 000, 000
$1, 000, 000
EEE
$ lO.OO
I2s.OO
I50.OO
$100. OO
9200. OO
$300. OO
)
rtlI r't^
I.
PROJECT DESCRIPTION:
E&
^Ifr
Phone
Condoniniun Approval if app].icable.
I 'r
t
II. T}'PORTANT NOflTCE REGARDING ALI-, SUBMISS]ONS TO TEE DRB:
A. In addition to neetl-ng subnittal requirements, tbeapplicant must Etake the site to indicate propertylines and building corners. Trees that will be removed
must also be narked. This rf,ork must be coupleted
before the DRB visits the site.
B. The revierr process for NEW BUIIJDINGS will nornaLly- involve two separate meetings of the Deslgn Review
Board, Eo the applicant should plan on at least tno
meetings for a final approval .
C. Applicants ltho fail to appear before the DesLgn Review
Board at their scheduled neeting and who have not askedfor a postponenent will be required to be republished.
D. At the discretion of the zoning adnlnlstrator, thefollowing items may not have to be presented to the
Design Review Board, They, however, have to bepresented to the Planning Department for approval:
a. Windows, skylights and sirnlLar exterior chanEesthat do not alter the existing plane of thebuilding; and
b. Building additions that are not viewed from anyother lot or public space, which have had letters
submitted frorn adjoining property olfners approvlngthe addition; and/or approval from the agent for,or nanager of a condominl.um association.
E. You may be required to conduct Natural Hazard Studies
on your property (i.e. snow aval.anche, rockfall , debrisflow, wetlands, etc). You should check with a Town
Planner before proceeding.
I,TATERIAL TO BE SUBI.IITTED
r. NEW CONSTRUqTION
--''fitqzA. ..9fo copiEs of a topocrraphic mao and site plan at a- scale of 1rr = 2Or or l-arger, of the sl.te containing thefollowing:
1. Licensed suri\reyorts stanp.
2. Contour intervals of not nore than 2f unless theparcel consists of 6 acres or more, in which case,5t contour Lntervals nay be accepted.
3. Existing trees or groups of trees having trunkswith dianeters of 4rr or more one foot above grade.
4. Rock outcroppings and other significant naturalfeatures (large boulders, intsmittent streams,
etc. ) .
5, Avalanche areas, centerline of Etream or creek,creek or stream setback, trOO-year flood plain andslopes of 408 or nore, if applicable.
5. fies to existing benchmark, either USGS landrnarkor sewer invert.
7. Locations of the following:
a. Proposed surface drainage on and off site,
showing size and type of culverts, swales,ets.
b. Exact locations of all utilities to includeexisting sources and proposed service lines
from sources to the strueture. Utilities to
include:
Cable TV Sehrer GasTelephone Water Electrlc
c. Property lines shoring distances and bearings
and a basis of bearing
d. Proposed driveways with percent slope and
spot elevations
e. A11 easernents (Title report nust also ineludeexisting easement }ocatJ-ons)
8. Existing and finished grades.
9. All existing and proposed improvements includingstructures, Iandscaped areas, service areas,
storage areas, walks, driveways, off-streetparking, loading areas, retaining walls (with spot
elevations of top and bottom of $alls), and othersite inprovements.
10. Elevations of top of roof ridges (rrith existLng
ar.rd proposed grades shown underneath) to deternine
height of building. AIl ridge lineE should be
indicated on the site plan. Elevations for roof
ridges shall also be indicated on the site plan
with corresponding finished and existing gradeelevatigns. No portion of the roof shall exceed
33 feet.
B.
t7.
Landscape Plan (ln 'B 2Or or larger) - / copLes required
1. Shon the location of 4t diameter or larger trees,other shrubE and native plants that are on thesite and the location and desJ.gn of proposed
landscape areas vith the varieties and sizes ofplant materials indicated.
2. Complete the attached Landscape naterials list.
3. Designate all trees to be saved and all those to
be removed.
As much of the above infornation as possible should beindicated on the site plan, so that the inter-relationof the various components is clear. The landscape plan
should be separate. The existing topographic andveqetational characteristicE mav be sbown on a Separate
NOTE:
Sicrnature from each utility company verifyinE locatlonof service and availability (see attached).
Prel.iminary title report to accompany all subnlttals,to insure property ownership and A.L!--eg.@gg onproperty.
3,Architectural Plans (L/4" = 1r or Larger) / copiesrequired. /
Must include scaled floor plans and all. elevatl.ons
as they will appear on courpletion. Elevations
must show both exj.sting and finished grades.
one set of floor plans must be rrred-linedrr to show
how the GRFA was calculated.
3. Subnit one set of reduced (g L/zx x 11rr) floorplans, elevations and site plan for inclusion in
memos to Planning Connission and Towrr Council .
4. Exterior surfacing materials and colors shall be
specified and subnitted f,or review on thematerials list (attached). color chips, siding
samples etc., should. be presented at the Desigrn
Review Board neeting.
F. Zone check list (attached) must be conpleted if projectis zoned Single-Fanily, Prircary/Secondary or Duplex.
c. The Zoning Administrator and/or DRB nay require the
submission of additional plans, drawings,specifications, samples and other materials (includlng
a nodel) if deened necessary to determine whether aproject nill conpJ-y with Design Guidelines.
TT. I'IINOR ALTERATIONS TO THE EXfERfoR OF BUILDTNGS.
Photos or sketches that clearly indicate what is proposed
and the location (site pJ.an) of the proposal may be
subrnitted in lieu of the uore formral reguirements given
above, as long as they provide all inportant specificationsfor the proposal including colors and materials to be used.
c.
D.
E.
l_.
2.
vegetational characteristics nay be shown on a separate
III. ADDTTIONS - RESTDENTIAL OR COUUERCIAT
A. Original floor plans wlth alL specifications ahown.
"-fl(EbB. ffo sets of proposed floor plans (L/4" = Lr or larger)'for additions.
C. Two copieE of a site pJ.an showing existing and proposedconstructlon. Indicate roof ridge elevations rithexisting and proposed grades shown underneath.
D. ELevations of proposed additlon.
E. Photos of existing structure.
F. Specificatione for all naterials and coLor samples onmaterials list (attached).
At the request of the Zoning Administrator you may also berequired to submit:
c. A statement from each utiLity verifylng location ofservice and availability. See attached utilityIocation verLfication form.
H. A site improvement surrrey, stanped by registeredprofessionaL surveyor.
I. A prelininary title report, verifying ornership ofproperty and lists of easenents.
IV. FINAL SITE PI,AN
After a building permit has been issued, and uhen theproject is underway, the followlng will be required before
any building receives a franing inspection from the Building
Department: Two copies of a certified improvement survey
showing:
A. Building locations with ties to property corners, L.e.
distances and angles.
B. Building dinensions to the nearest tenth of a foot.
c. A11 utility service lines, as-builts, showing size oflines, tlpe of naterial used, and exact locations.
D. Drainage as-builts.
E. Basis of bearing to tie to Eection corner.
F. All property pins are to be either found or set and
stated on Dap.
G. All" easernents.
H. Buil.ding floor elevations and alL roof ridge elevationswith existing and proposed grades shown underneath.
v.CONCEP:TUAL DESIGN REVIEW
1. Submittal requirernents: The owner or authorized agentof any project reguiring design approvaL as prescribed
by this chapter nay subnit plans for conceptual review
by the Design Review Board to the Department of
Cormrunity Development. The purpose of a conceptualrevies shall be to give the applicant a basic
understanding with respect to the design concept and
the compatibility of a proposal wl-th the Design
Guidelines contained within this chapter. This
tl
procedure ig reeornmended malnly for those applicationsof a higher impact than single-farnily and two-farnily
residences atthough projects of that nature shall not
be excluded from the opportunity to reguest a
conceptual design review.
The following infornatLon shaLl be submitted for a
conceptual review:
a. A conceptual site and landscape plan at a mininumscale of one inch equals twenty feet;
b. Concpptual elevations and exterior naterials and adescription of the clraracter of the proposed
structure or structuresi
c. Sufflcient information to show that the proposal
complies with the development standards of the
zone district in which the FroJect is to belocated (i.e. GRFA, site covera€te caLculations,
number of parking spaces, etc.);
d. Conpleted application formi
e. Planning and EnvironnentaL ConnLssion and or Town
Council approval if required.
.
2. Procedure: Upon receipt of an application for
conceptual desigm review, the Department of ConnunJ.ty
Development shall review the submitted naterlals forgeneral compliance with the appropriate requirenents ofthe zoning code. If the proposal is in basic
compliance with the zoning code require:nents, theproject shall be fonrarded to the DRB for conceptualreview. If tbe application is not generalLy in
compliance with zoning code reguirements, theappllcation and subnittal materials shall be returnedto the applic;nt with a written explanation of the
Department of Connunity Developrnentrs findings.
The DRB ehall review the application and supporting
rnaterial that has been submitted for a conceptual
review in order to determine whether or not the proJect
generally conplies with the design gruidelines. No voteof the DRB vill be required unless requested by theapplicant. The property owner or his representativeehall be present at the DRB hearinE.
LIST OF I,TATERIAI,S
NAI'fE OT PROiIECT:
LEGAL DESCRIPTION: IST- BI€CK SUBDIVISION
STREET ADDRESS:L
DESCRIPT]ON OF PROJEqT:lasTn/Fhon oFno
A.
The following infomation is
Review Board before a final
BUIIJDfNG !r!,ATERfAI,S :
Roof
Siding
Other WaII llaterials
Fascia
Soffl-ts
llindows
Wind,ow Trl-n
Doors
Door Trim
Hand or Deck Rails
FIues
Flashlngs
Chinneys
Trash Enclosures
Greenhouses
Other
reguired for submittal to the Designapproval can be given:
TYPE OF IfATERIAT coLoR
LANDSCAPfNG: Name of Designer:
Phone:
PLANT I{ATERIAI"S: Botanical Nane Conmon Name Ouantity Size*
PROPOSED TREES
B.
EXISTING TREES TO
BE REIIIOVED
*Indicate caliper for deciduous trees. Minimum caliper for
deciduous trees is 2 inches. fndicate height for coniferoustrees. Minirnurn heiqht for coniferous trees is 6 feet.
PIANT MATERfAL,S: Botanical Narne Conmon Name ouantitv Size*
PROPOSED SHRUBS
EXISTING SHRUBS
TO BE REI'TOVED
*Indicate size of proposed shrubs. l.linimum size of shrubs i-s
5 <rall-on.
Tvpe Scruare Footaqe
GROUND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR }fETIIOD OF
EROSION CONTROL
C. OTITER LANDSCAPE FEArURES (retaining walls' fences' switnningpools, etc.) Please specify. Indicate heights of retainingwalls. Maximum height of walls within the front setback Ls
3 feet. Maximun height of walls elgewhere on the property
is 5 feet.
75 3oulh trontage road
Yail, colorado 81657
(303) {76-7000 olllce of communlty dsvclopmant
December 22. I9B8
Mr. Jake Jacobsgaard
B and B Excavating Inc.
3341-5 Highway 6
Edwards, Col.orado
Re: Cornmercial Snow Dunp at Sirnba Run
Dear Jake,
f an writing this letter to confirm our phone conservationconserning the proposed commercial snow dump at sinba Run. underthe existing special development district zoning for sirnba Run, acomrnercial snow dunp operation is not allowed. you wourd need toamend the zoning to alJ.ow for this use. This woul-d reguire thatyou go to the Planning and Environrnental commission as well as theTown council for approvals. The process takes about two monthsassuming everything goes snoothly.
Ttre Town of vail zoning code does not provide for commercial snowdunps. r believe that it wourd be difficult to amend the code toallow for a connercial snow dump as it is probable that the publicwourd not want to have the use next to their particular piec-e ofproperty.
The Town of vail does utilize a portion of Ford park for a snowdulnp. However, the dump is not availabe to the general public.This snow dump has been grandfathered . rf you have any furtherquestions, please give ne a call at 479-2138.
Ytrly chr^istnas,
t/. t lr,l
ftrS{mr r{ntKristan Pritz
Senior Planner
l
June 15 | 1987
Mn, Flon PhilIips
Town Managen-City oF VailVaiI Town Council
Vail, Co. A1657
Oear Mr. PhiIlips:
I would ]ike to voice
Flun, to the pnoposed
Flun Propenties; underthat the bus activitypollution, in addition
annoyance to the SimbaIevel.
- t1 ,j/il/t /'J'4zt f
pu,t,* '&,- L (,u
(Ur
my objectionr as an ownen at SimbaconstFuction of a parking lot at Vailthe Fnesent conditions. I understandalone thene would cause noise and odorto the automobile activity, causing
Fiun ownens end guests at that lot
My understanding, !s that another- Iocation on the VaiI FunProperties, whene the tennis count bubblee is, Further
t-emoved fnom 5imba, would give Vail Flun the needed parking
and avoid the problem that would be cneated,
I also understand that altennatives including Iandscapingand lot positioning, could be considered. I hope aneighbonly altennative to the cut.nent thinking wil. I bepursued to satisFy both panties,
4018 Beentnai I Hi I IBanrington, II. 6OO1O
Home: 31e/381-9395
OFfiee | 31e/675-1474
JS/pP
cc: Ann 5u1l.ivan
LOCATORI
MINUTES
VAIL TOl^lN COUNCIL MEETING
NOVEMBER 4, 1985
7;30 p.m.
A regular meeting of the Vail Town Council was
7:30 p.m. in the Vail Public Library.
f$*
held on Tuesday, November 4, 1986, at
MEMBERS PRESENT:
MEMBERS NOT PRESENT:
TOWN OFFICIALS PRESENT:
1. 0rd'inance No. 29, Series of
financial plan for the Town
2. Ordinance No. 25, Series of
the legal descrlption of the
Condominiums to the Town of
Paul Johnston, Mayor
Kent Rose, Mayor Pro Tem
Gordon Pierce
Hermann Staufer
Eric Affeldt
Gai I hlahrl i ch-Lowenthal
Ron Phillips, Town Manager
Larry Eskwith, Town Attorney
1986, second reading, adopting a budget andof Vail.
t.lThe first jtem on the agenda was a ten year employment anniversary award to Pat
Dodson, Director of the Town's Recreation Department. Ron Phillips presented theten year Vail belt buckle to Pat. Mayor Johnston expressed his appreciation of Pat
and commended him on his 'l ength of service.
At this time Ron Phillips announced that November is "It IS My Job" Month. Hestated that he had been given a cassette tape that day by Lori Aker, which goes
al ong with the employee values the Town had adopted. The tape was a song Uy.timmyBuffet, "It's My Job"; Ron played the tape. He noted afterwards that Town employees
were working on emphasizing guest relations and had a goal to be the best.
The second item for discussion was the approval of the minutes of the 0ctober 7 and21' 1986 meet'i ngs. Hermann Staufer made a motion to approve the minutes, whj ch Kent
Rose seconded. Mayor Johnston commented that he had noted a few typographicalerrors earlier to Brenda Chesman to be fixed. A vote was then taken and the motionpassed unanimously 6-0.
The next item on the agenda was a consent agenda for the following items:
1986, second reading
ordinance annexing.
Vail.
t vid
e Sol ar Cres
rrection of
3. 0rdinance No. 27, Series of 1986, second reading, amending-Special
Development District 5, by incorporating a partial site and parking plan.
.t' ,Y'nt' -=--
- --*?' Mayor Johnston read the full titles of the ordlnances. There was no discussion by
Council or the public. Gordon Pierce made a motion to approve the ordinances on
second reading, and Hermann Staufer seconded. A vote was taken and the motion
passed unanimously 4-0.
The fourth item was 0rdinance No. 30, Seri es of 1986, first reading, amending the
lQgmmercial Core III Zone District. The ful1 title was read by Mayor Johnston.
Kristan-PFiTZ*d-iivrtacFgromd-information on the ordinance and the reasoning behindthe applicant's reguest to amend the zoning code. Hermann Staufer requested a
wording change in subparagraph 0 "Commercial Storage" from "as long as it does nothave..." to "as long as it does not include..." There was no other discussion. Amotion to approve the ordinance with the wording change was made by Gordon Pierce,
and seconded by Kent Rose. A vote was taken and the motion passed unanimously 4-0.
The next item was Ordinance No. 32, Serjes of 1986, first reading, reguesting zoningfor land previously designated as State Highway R.0.1',|. to +_pelLinSjisili.ct. Thefull tjtle was read by Mayor Johnston. Rick Pylman explained the zoning request andthe criteria for evaluation of the request. He noted that the Planning and
Environmental commission had voted for the zoning change. Jay peterson,
representing the applicant l.lilliam Fleischer. requested that the item be tab'l ed. Hesaid that since there were only fourJouncilmembers present and there was not a good
tape recorder belng used at the Library, his client would prefer to table the jtem
until the next Evening Meeting. George Rosenberg, representing the owners of
',t
,
A regular meeting of the Vail Town Council was held on Tuesday, September 16, 1986,at 7:30 p.m. in the Council Chambers.
MINUTES
VAIL TOWN COUNCIL MEETING
SEPTEMBER 16, 1986
7:30 p.m.
IIIEMBERS PRESENT:
TOWN OFFICIALS PRESENT:
The first order of busjness was recognition
Mayor Johnston made a presentation and gave
service on the Town Council. Peter Patten
resignation and thanked hjm for his support
Paul Johnston, Mayor
Kent Rose, Mayor Pro Tem
Eric Affeldt
Gai I Wahrl i ch-Lowenthal
Gordon Pierce
Hermann Staufer
Ron Phillips, Town Manager
Larry Eskwith, Town Attorney
The next item was 0rdjnance No. 24, Series of 1986, second reading, a request to'!fffttv. 4-r, srst tEJ (,t rJQv, JsLrJUq IEc[uttrg, d I EqugsL LU rlr\
qmend gpecjal Developmen prc,nJ-Area--g1sim6a EUn, to allovl(olrr|enu )pecra|.ueve|opme plneu_Ar€a-*)*_Ilnr!q_3gn, to a|lowt",./?for a recreation arnen jt jes tuntt- contriUution of $10,000 in I i6uJFtF6-requirement Wof a tot lot. The title of the ordinance was read in full by Mayor Johnston. ,,,ilqrJ.,Kristan Pritz briefly gave background information on the ordinanle and jntroducea lUbl 0s
Nicholas Giancamilli to answer any questions of the council. There was nodiscussion by counci'l or the public. At this time, Kent Rose made a motion to
approve the ordjnance, and Gordon Pierce seconded. A vote was taken and the motjon
passed 5-0' with Gail }llahrlich-Lowenthal abstaining due to a confljct of interest.
The third item was th lgCidence appea) of the Design Review Board decision.Kristan Pritz explai'nd the appea'l was jn regards to. At this time, Gordon
spoke on hjs feelings regarding Dan's
throughout the years. ,1.;, h&_;t
,ffir#;
Pierce excused himself from his position on the Council and made a presentation witha scale model of the residence. Kathy Warren, Ned Gwathmey and Duane Piper of the
Desjgn Review Board gave comments on how and why they made their decjsion. Gary
Boschel and Jim Morter gave their thoughts on why the ordinance should be revjsed.
Peter Patten gave further backgnound informatjon on the subject. Hermann Staufer
made a motion to overturn the DRB decision and approve the plans, which Gail
Wahrlich-Lowenthal seconded. A vote was taken and the motion passed 4-1, with Kent
Rose opposing and Gordon Pierce abstaininq due to h'is involvement in the project.
Hermann Staufer then requested the staff follow up on researching and making
recommendations on revising the ordinance. At thjs point, Eric Affeldt conmendedthe DRB Board on their decjsion mak'i ng.
The next jtem on the agenda was an access agreement wiuntil a later date.
of retiring Councilmember Dan Corcoran.
a etched glass plaque to Dan for Dan's
which was tabled
The fifth jtem was the final Entryway Design proposa'l . Jim Morter of MorterArchitects explained the five alternatives for the entryway design. He noted he hadrefined the designs and presented two final designs for^ the Council to look at.After much discussion by Counci 1 and Jim lrlorter, Gai I I'lahrl ich-Lowenthal nade anotion to choose the "Purple Mountains Majesty" design with Jim's best judgment to
add or not add "Host of", and Kent Rose seconded. A vote was taken and the motion
passed unanimously 6-0.
The next item on the agenda was tlle Swimmilg-lool Task Force presentation. PatDodsonintroducedthemembersofffiGarton,GordonPierce,George
Knox, Duane Piper and Lizette Lamb, and thanked Cindy St'ites, Lori Aker and KrisranPritz for their help. Mayor Johnston also thanked everyone for his,/hercontri butjon. Tim Garton explained background infor"mation of the Task Force, thegoais they set and how they had reached those goa1s, to varying degrees. Pat Dodsongave a sljde presentation on the areas the Task Force had vjsited iolideas. TimGarton gave'lengthy comments regarding financing options and possibilities, phasingof the project, and design and freliminary site-locatjons. Next Duane pip6r'
discussed design and site locations in thl Va.l Iey and explained the pool lhey likedbest for a basis to go on. He noted the Task Foice had made eighteen cri teria for a
OQ.t. .
TO:
FROM:
DATE:
SUEJECT:
Town Counci'l
Communi ty Devel opment Oepartment
September 2, 1986
Request to amend Special Development District No. 5, Development
Area B, Simba Run, to exclude the requirement for a tot lot.
App'l icant: U.A.P. No. 3, Incorporated
At the August 25, '1986 Planning commission meeting, the motion was made by
Donovan and seconded by viele to recommend approvi'i of the amendment. Th;motion was made with five conditions, the last two of which were added by thePlanping Commission:
1. A irnal certificate of occupancy will not be issued for the projectuntil all three payments have been paid in full.
2. The responsibility to cover these three payments wiil run with the landand it wiil be passed on to future owners if ownership changes.
3. The interest rate for the payments wjll be 1.0%.
4. The first installment of $3,6b5.00 shali be due and paid within 30 daysafter the final approval by the Town Councjl of Vail.
5. The outstanding balance may be paid in full at any time without aprepayment penalty with interest thereon.
These conditions of approval wil'l be formalized in a wrjtten agreement whichwill be provided by the owners to the Town within 30 days aftei final Councjl
approval .
The Pl 1!!jnS Commission also strongly recommended that the Town investigate thepossibility of using this $10,000 contribution to provide much needed rist
rooms at Sandstone Park.
!
PEc MTNUTES stOj6
sid Schultz asked why the Town did not allow 3 lots orig'i na1 1y, and was toldthat at the time of the origination of the subdivision, the minimum lot sizefor dup'l ex lots was 17,500 square feet, but that now it is 18,000 square feet.
The parking situation was discussed, and then Djana Donovan asked whether there
could be a condition placed upon the approval that stated that a variance couldnot be requested upon building on this 1ot. Braun repljed that 1ega11y, no one
could be denied permission to app'ly for a variance. Jim Viele asked Tom Allenof Intermountain Engineering how the 40% slope had been figured and A'l len feltit probably had been measured contour line to contour line which originally had
been measured with a plenemeter Vjele felt that the measurement would only be
as good as the drafting job.
Peggy Osterfoss asked where on the site the structure would be placed and wastold that most likely it would be placed on the lower part. peggy pointed outthat;she lived across the creek and that there had in the past been difficu'ltywith unstable soil in that area. Braun sajd that the property was not in a
debris fl ow area. Peter Patten speculated that setback variances may have to
be given jn order to construct the building in a logical location on the lot,
and that the PEC could say that they would look very c1 osely at a variance
nequest. Jane Bemish wondered if the request for Lot 3 could be given if the
owners on Lot I withdrew thejr access agreement.
Diana wondered which group of people should address the fact that that sectionof I-70 was dangerous, and who should be concerned? Braun suggested that inlight of the concern over the access agreement, the commjssjoners may want totable the item.
Osterfosg moved an4 Dgnovan seconded to table this request untiI the easement
qgre-gment ryas fggolved and the safety question was addressed. The vote was 7-0in favor of tablinq.
Peter Patten stated that the submjttal was inadequate in that it did not
address the fact that the project would require a variance from a sEream
setback and the staff was asking to table so that it could be repub'l ished with
the additional inforrnation. Viele moved and Donovan seconded to tab'l e until it
cqul d be publ i shed. The vote was-J:0-To-TaE.i-e.
ot
4.
oS ecial Devel o nt District Simba
construct a tot
Krjstan Pritz explained that the appl icant was requesting to amend Special
Development District No. 5 (Simba Run), Development Area B) to exclude the
requirement that the owners construct a tot lot. They propose instead to
contribute $.l0,000 to the Town of Vail Recreational Amenjtjes Fund which would
be broken down into three equal payments using an interest rate of l0%.
The Simba Run project provides recreational amenities that include I indoor
swimming pool , 2 racquet ball courts,3 tenn'i s courts, Z video ganes and a pooltable. The ordinance creating the spec'i a'l development d'istrict required that
the approved development p'l an include a minimum of 5 tennis courts, a bike and
TOr an amen
order onstruct ddi ti o
n order to na
L
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pedestrian path, a swimming pool and a bus shelten that would serve theLionsridge area in general . Al 1 of these commitments had been met by the
developer except for the tot lot, (The two racquet bal 1 counts were to replace
two of the five tennis courts.)
Kristan explained that at this time the Town had 5 tot lots at Sandstone,Pirate ship, Booth creek, L'ionshead, and Bighorn Parks and two additional totlots were being planned at Donovan and Ford Panks. Sandstone Park is located.3 miles from the Simba Run project. It was the staff's opinion that Simba Runprovides many activities for users of the project. Due to the c1 ose proximityof the Sandstone p'l ayground, the users of Simba Run have easy access to the
sandstone facility. She added that it was unfortunate that more up-front
design work was not completed at the time that the tot lot was located on thesite, because the proposed location was very c] ose to the Frontage Road as wellas t[e turn-around area for the Simba Run. Rather than force the tot lot ontothe site, the staff felt that the present proposal to commit $10,000 to the
Town of Va'i I recreation amenities fund provided a much more appropriate
sol uti on -
Nick Giancamilli, President of UAP Holdings, stated that UAP wanted to have theoption to pay the $10,000 in advance, if they so wished. Diana Donovan
suggested setting a due date for the first payment, perhaps the second readingof the Town Council, or 0ctober l.
Jim Viele made the suggestion that the $.10,000 could be used to fund public
restrooms at Sandstone Park, and this was taken under advjsement.
Donova and Viel seconded to oval e Town Council for
xco I OnS:
1. A final certificate of occupancy not be issued for the projects untilall three payments have been made in full,
?. The responsibi)ity to cover these payments wjll run with the land and itwill be passed on to future owners of ownership changes.
3. The interest rate fon the payments will be 10%.
4. The first payment will be due within 30 days of
5- The outstanding ba'l ance may be paid in full at
prepayment penalty wjth interest thereon.
Council final approval
any time without a
6. The PEC strongly recommends that the funds be used to construct
restrooms at Sandstone Pank.
The vote was 7-0 in favor of recommending approval .
-3-
15o !
o
I. THE REQUEST
The applicant js requesting an anendment to Special Development DistrictNo. 5 which would exclude the existing requirement that the owners of.- the Simba Run property construct a tot lot. The section of Ordinance 29,^ Seri es of ]977 that would be omitted reads:
"Section 8 Specia'l Provisions, C. Recreational Amenities?. Tot Lot -
Des'i gned jn accordance with existing Town facjlities as to
materia'l s used in construction, playground equipment, etc.,,
Instead of actual 1y constructing the tot lot, the applicant proposes topay a total sum of $10,000 into the Town of Vail's recreation amenitiesfund. The $10,000 would be broken down into three payments over threeyears using an interest rate of 10%.
The revised section of the SDD would read:
TO:
FROM:
DATE:
SUBJECT:
II.
Planning and Envjronmental Commjssjon
Community Development
August 25, 7986
A request to amend Special Deve'l opment District No. 5 (Development
Area B), Simba Run, to exclude the requirement for a tot lot.Applicant: U.A.P. No. 3, Incorporated
"2. Recreation Amenjties Fund Contribution of $10,000--thecontribution will be broken down into three consecutive
annual payments of $3655. No final cert.i fjcate of occupancyshall be issued until the total sum is paid jn full. Thjs
requirement shall run with the land."
The tot lot was proposed to be |ocated on the south side of the building
adjacent to the pool . Please see the enclosed site plan which shows thegeneral 'location of the tot lot. At the time the ordinance was written,
no specifics were mentioned concerning the design of the tot lot.
BACKGROUND
The Simba Run project provides recreationa'l amenjties that jnclude 1indoor swimming pool ,2 racquet ball courts,3 tennis courts,2 video
games, and a pool tab'le. The ordinance creating the special developmentdistrjct required that the approved development plan include a minimumof 5 additiona'l tennis courts, a bike and pedestrian path, a swimmingpool and a bus shelter that would serve the Lionsridge area .i n general .All of these commitments have been met through the project except forthe tot lot. (Apparently two racquet ball courts were to replace two ofthe five tennjs courts.)
rlo !
a
III.
The $10,000 figure was arrived at by the recent funds that were allottedfor construction of the Booth creek tot lot. This was a joint project
between the Town of vail and the Vail Metropolitan Recreaiion oistiict.
The vMRD contributed $10,000 to cover the construction of the tot lot.Staff beljeves that this is a very reasonable figure to use for a totlot that would be of the quality of workmanship that the Town of Vailputs into their playground construction.
IMPACTS OF THE PROPOSAL
At this time, the Town of Vail has 5 existing tot lots available to thepublic. The sites include Sandstone, Pirate Sh.i p, Booth Creek,
Lionshead, and Bighorn Parks. Two addjtjonal tot lots are planned at
Donovan Park and Ford Park. The closest tot lot to the Simba Runproject is Sandstone Park. Sandstone Park js approxjmately .3 milesfrom the Simba Run project. The playground has a cl imb.ing-structurewith a slide, tjre climber, S sw'i ngs, 5 animal rockers, a vo'l leyballcourt and picnic tables, There is also a public bike path that connects
Simba Run to the Sandstone Park tot 'l ot.
The original idea behind requiring the tot lot is that a large project
should provide amenities for the recreational needs of jts guests andowners. In this situation, staff's opinion is that Simba Run doesprovide many activitjes for users of the project. lt is evident that
most of the fac'i 'l ities are for older children or adults. However, dueto the close proximity of the Sandstone playground, staff believes that
Simba Run has easy access to the Sandstone faci't ity.
It is unfortunate that more up-front design work was not completed atthe t'ime that the tot lot was located on the site. The proposed
location is very close to the Frontage Road as well as turn-around areafor the Simba Run project. The locatjon js also very close to theexisting pool facility wh'i ch poses as an attractjve nuisance to youngchildren. Rather than just force the tot lot onto the s.i te, staff findsthat the present proposal to cormit $10,000 to the Town of Vailrecreatjon amenities fund provides a much more appropriate solution.Staff prefers to see the money earmarked for general recreational'improvements and not spec'ifically tied to construction of a tot lot.It is not fe'lt that it is necessary to earmark it for a tot lot useon'ly. However, it is important to point out that the money will not be
used for recreationa'l studies, maintenance, or land acqu.i s.i t.i on, butwill instead be used for covering hard construction costs of recreationfacilities.
e=o t
a
IV.
The Department of commun'i ty Deveropment recommends approvar of theamendment to special oevel0pment Disrnict r,ro. s airoili;;';;" tot totrequirement to be renoved from the sDD and replaiins thir-;"quirementwith a cash contribution of g10,000 paid in tii""" piv,nlnls'over tnreeyears with 10% jnterest.
The staff believes that.there are no major negative impacts due to theproposai.. It is felt that young chitarln's ricre"iionli-n""ds may bemet by the use of the Sandstone-p1 ayground which ii ionu"ni"ntry locatedclose to the simba Run project.'Thi; facility it.rio.""n".t.o toSimba Run by a public bike-path. The Recreation oepartmeni atsosupports this request. staff recommends approval cbntintent upon tneunderstanding that:
1. A final certificate ofproject untjl all three
occupancy will not be issued for thepayments have been paid in full.
2. The responsibility to cover these three payrnentsland and it w.i ll be passed on to future owners ifchanges
3. The interest rate for the payments will be 10%.
will run with the
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75 south frontage road
vail, colorado 81652
(303) 476-7000
September 18, 1986
ofllce of communlty development
Mr. Nicholas Giancamilli
U.A.P. Ho'l dings, Inc.
Union Bank Square
445 South Figueroa Street
Suite 3710
Los Angeles, Ca1 ifornia 90071
Re: Sinba Run Tot Lot
Dear Nicholas,
I am wri ting this letter to confirm that on Septenber 1.6, 1986, the Town
Council approved Ordinance No. 24 which provides that Sinrba Run wi'l 1 pay a
$10,000 recreation amenitjes fund contribution to the Town of Vajl jn piace of
construct'i ng a tot lot on site. A condition of approval is that the $10,000 bepaid in one lump sum w'i thjn 30 days after the fina'l approval . The approved
ordinance will be published'i n the Vail Trail on September 1.9, .|986.
The
ordinance becomes official 5 days after the pub'l ication. The $10,000contribut'ion must be made by October 24, 1986.
If you have any further questions about this issue, please feel free to callme. I enjoyed working with you and wish you the best with Simba Run.
KP: br
Si ncerely,
l(''l*n ft'
tz
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Kristan Pri
Town Planne
UA,P Hor,orxcs INc.
I.JNIO\ BANK SQUAFE
2145 SOUTH FIG U EROA STREET
surTE 37r O
TELEPHONe t2 t3) €e9-l03o
TELEX 57-8€I9 UAP
TELECOPf EF l2t3l 627-442eI.OS AITGELES,
September 22, L986
Ms. Kristan Pritz
Town Planner
Department of Community Development
Town of Vail
75 South Frontage RoadVail, Colorado 81557
RE: Simba Run-Tot Lot - letter dated September 18, 1986
Dear Ms. Pritz:
On behal-f of Simba Run, UAP Holdings, Inc. and UAP No. 3,Inc. again let me express my thanks for your efforts in therequest to amend the Special Development District No. 5 ordinanceas it relates to Simba Run in connection with the tot lot.Without your help the unanimous vote to amend by the town ofVailrs planning and environmental commission and the affirmativevote of the Town Council on September 16, 1986 would not have
been obtained.
Though disappointed with the ruling that the To!'rn Councilrequires that the total contribution to the recreation amenitiesfund be made within 30 days of the publication of the final
ordinance, we will of course comply with the reguest. P1easeinform Ms. Anne Sullivan at Simba Run as to any specialproeedures the Town requires to facilitate the payment.
Kristan, again thank you and I look forward to working withyou in the future.
If I can be of any further assistance, please telephoneat 2L3-629-1030 or Anne Sulli.van at 303-476-0344.
CG:srb
tot9-22.kp
cc: Maan Said
Anne Sullivan
s'id sghultz asked why the Town did not a'l low 31ots originally, and was toldthat'at the time of the origination of the subdivision, the minimum lot sizefor duplex lots was 17,500 iquare feet, but that now ii is t5,000 square feet.
The parking situation was discussed, and then Diana Donovan asked whether there
could be a condition placed upon the approval that stated that a variance could
not_be requested upon building on this 1ot. Braun replied that lega11y, no one
could be denjed permission to apply for a variance. Jim Viele asked Tom Allenof Intermountain Engineering how the 40% s'lope had been figured and Allen feltit probably had been measured contour line to contour line which origina'l 'ly had
been measured with a plenemeter Viele felt that the measurement wou'l d on'ly be
as good as the drafting job.
Peggy 0sterfoss asked where on the sjte the structure would be placed and wastold that most likely it would be p'l aced on the lower part. peggy pointed outthat she lived across the creek and that there had in the past been diffjcultywith unstable soil in that area. Braun said that the property was not in a
debris flow area. Peter Patten speculated that setback variances may have to
be given in order to construct the building in a logical location on the lot,
and that the PEC could say that they would'look very closely at a varjancerequest. Jane Bemish wondered if the request for Lot 3 could be given if the
owners on Lot I withdrew thejr access agreement.
Diana wondered which group of people should address the fact that that sectionof I-70 was dangerous, and who should be concerned? Braun suggested that inljght of the concern over the access agreenent, the commjssioners may want totable the item.
{0sterfoss and conded to tab'l e this re uesE e easemenE
aq reemen WAS TESO e vote was 7-0
avor o ng,
4.Reouest for a f setback variance in order to construct an addition
on Lot uDdtv'tston tion. Applicant: Wm Benkelman
Peter Patten stated that the submitta'l was inadequate in that it did not
address the fact that the project would require a variance from a stream
setback and the staff was asking to table so that it could be repub'l ished with
the additiona'l information. Vie'le moved and Donovan seconded to table until it
could be published. The vote
E Are uest for an istrict
Run a tot
property.App cant:a Run Assoc ates
Kristan Pritz explained that the app'l icant was requesting to amend Special
Development Distri ct No. 5 (Simba Run), Development Area B) to exclude the
requirement that the owners construct a tot lot. They propose jnstead to
contribute $.|0,000 to the Town of Vail Recreational Amenjt'ies Fund which would
be broken down into three equal payments using an interest rate of |0%.
The Simba Run project provides recreational amenities that include I indoor
swimming pool , 2 racquet ball courts,3 tennis courts, 2 video games and a poo'ltable. The ordinance creating the special development district required that
the approved development plan include a minimum of 5 tennis courts, a bike and
i{
t
uestr on was address
n order to pav fun
-2- PEC 8/25/86
e d;
a swimming pool and a bus shelter that would serve the
'i n general . Al 1 of these commitments had been met by thefor the tot lot. (The two racquet bal'l courts were to replace
tennis courts. )
Kristan explained that at this time the Town had 5 tot lots at Sandstone,Pirate ship, Booth creek, Lionshead, and Bighorn Parks and two additionai totlots were being planned at Donovan and Ford'Parks. Sandstone Park is located.3 miles from the Simba Run pnoject. It was the staff's opinion that Simba Runprovides many activities for users of the project. Due to the close prox.im.i tyof the Sandstone playground, the users of sjmba Run have easy access to the
Sandstone facility. She added that it was unfortunate that more up-front
design work was not completed at the time that the tot lot was located on thesite, because the proposed location v{as very close to the Frontage Road as wellas the turn-around area for the Simba Run. Rather than force the tot lot ontothe site, the staff felt that the present proposal to commit $10,000 to the
Town of vail recreation amenities fund provided a much more appropriate
sol uti on.
Nick Giancami'l 1i, President of UAP HoI dings, stated that UAP wanted to have theoption to pay the $10,000 in advance, if they so wished. Djana Donovan
suggested setting a due date for the first payment, perhaps the second readingof the Town Councjl, or 0ctober 1.
Jim viele made the suggestion that the $]0,000 could be used to fund public
restrooms at Sandstone Park, and thjs was taken under advisement.
pedestqian path,
Lionsri dge area
ddvel oper except
two of the five
Donovan mov Viele se ded recommend roval Town I forthe amendment ecl a t'i ons:
A final certificate of occupancy not be issued for the projects untilall three payments have been made in full.
1.
2. The responsibility to cover these payments willwill be passed on to future owners of ownership
3.
4.
5.
6.
The yotg Wq! 7:0 in favor of recommending approval
The interest rate for the payments wil'l be 1.0%.
The first payment will be due within 30 days of
The outstanding balance may be paid in full at
prepayment penalty with interest thereon. -_.
f X e_ l_E g*,_s-q r_o_n gl y._ 11 e c gqn g nds- t-h qt th e f un ds be
restrooms at Sandstone Park.
run with the land and it
changes.
Council final approval ,
any time without a
used to construct
-3- PEC 8/25/86
-
I
I
I .1
75 soulh {rontage road
yail, colorado 81657
(303) 476-7000
July 7, 1986
olflce of communlty developmenl
Mr. Nick Giancamilli
Simba Run
P.0. Box 726Vail, Colorado 81657
RE: Simba Run Tot Lot
Dear Nick:
I am.asking !la! {ou either submit a request to anmend the SpecialDevelopment District for Simba Run, so itrat a tot lot will nb longer
be part-of the development plan, or resubmit a proposal for the t6tlot by July 2B' 1986. -July'28 is a deadtine foi^ the pranning commissionmeeting that is scheduled for August 2s, 19g6. I fee'l that iome actionmust be taken in either direction in order to resolve the issue. Ibelieve Danette Lemley has the applicat'ion for the special DevelopmentDistrict ammendnent.
Please let me know if you have any questions. I hope we will be ableto resolve this issue is soon as ioisible. Thank ybu for your cooper-
at i on.
Si ncerely,
(-tt^?*h
Kristan Pritz
Town Planner
KP: ch
o
RESOPT CONDOM'NIUMS
AT VA'
May 30, 1986
Ms. Kristan Pritz
Town Planner
Town of Vail
75 S. Frontage Road
Vai1. Colorado 81657
Re: Simba Run Tot Lot
Dea.r Kristan:
It was a pleasure for Danette Lemley, Maan Said, and myselfof Simba Run to meet with you on Friday, May 30, 1986 con-
cerning the proposed Tot Lot. We were all very encouraged
by your suggestions and proposal for alternative recreatlonal
needs of the Town of Vail versus a smal1 private Simba Tot Lot.
Our personnel will be available to assist you and the Town ofVail in the pursuit of those most needed alternatives for the
Town which you described.
Again, thank you for your time and assistance. Please
telephone Danette should you need any information.
p.o. Box 726 . Vail, Cotorado 81657 . (303) 476-0344
.'t
UAP Hor,nrmcs INc.
UNION BANK SOUARE
!IZT5 Sc'UTH FIGUEFOA STREET
surrE 37ro TELeFHONE le t3) 6e9-103c|
IELEX 67-8€I9 UAF
TELECOPf eR l?t3) 627-44?8LOS ANGALES.
August 26, L985
Ms. Kristan Pritz
Town Planner
Department of Community Development
Town of Vail
75 South Frontage RoadVaiI, colorado 81657
RE: Simba Run-Tot Lot
Dear Ms. Pritz:
On behalf of Maan Said and the staff of Sj-rnba Run again let
me express my thanks for your efforts in the request to amend theSpecial Development District No. 5 ordinance as it relates to
Simba Run in connectj.on with the tot lot. Without your help the
unanimous vote to amend by the town of Vailrs planning andenvironmental commission would not have been obtained.
UAP and Simba Run have always believed that the cost of atot lot to provide a limited, private benefit to Simba's guests
and residents was secondary to the public recreational needs andgoals of vail.Therefore, the proposal by the commissj.on topossibly provide a comfort station at Sandstone tot lot with the
Simba proceeds reaffirms this belief.
Kristan, again thank you.
If I can be of any further assistance, please telephone meaE 2t3-629-1030. I look forward to seeing you at the Vail CityCouncil meeting of September 2, L985.
Sincer
c. Giancamilli
CG: Srb
c: Maan Said
,t
' Tn.
FROM: Community Development Department
DATE: September 1- 1986
SUBJECT: Request to amend Special Development Djstrict No. 5, Development
Area B, Simba Run, to exclude the requirement for a tot lot.
App.l icant: U.A.P. No.3, Incorporated
At the August ?5, 1986 P'lann'i ng Commjssion meeting, the motion was made by
Donovan and seconded by Viele to recommend approval of the amendment. The
motion was made with five conditions, the last two of which were added by the
Planning Commission:
1. A final certificate of occupancy will not be issued for the project
until all three payments have been paid in full.
?. The responsibility to cover these three payments will run with the land
and it will be passed on to future owners if ownership changes.
3. The interest rate for the payments will be 10%.
4. The first installment of $3,655.00 shall be due and paid within 30 days
after the final approval by the Town Council of Vail.
5. The outstanding ba] ance may be paid in full at any time wjthout a
prepayment penalty with interest thereon.
These conditions of approval will be formalized in a written agreement which
wil'l be provided by the owners to the Town.
The P'l anning Commission a'l so strongly recommended that the Town investigate the
possibi)ity of using this $10,000 contribution to provide nuch needed rest
rooms at Sandstone Park-
.'a S ' nL'
Town Counci 1
II.
Request forms must be
Thursdays.
Date: August 26, .l986
TOWN COUNCIL AGENDA REQUEST
given to the Secretary to the Town Manager by 8:00 am
Dept. Coln Dev Meeting Date: 9/3/86
Work Session Eveni ng x
I. Item,/Topic:
A request to amend Special Development District No. 5 (Development AreaB), Simba Run, to allow for a recreatjon amenities fund contribution of
$10,000 in lieu of the requirement of a tot lot.
Applicant: U.A.P. No. 3, Incorporated
III.
Action Requested of Council:
To approve the ordinance on first reading.
Background Rationale:
The original SDD ordinance called for a tot lot to be built for Sjmba
Run owners and guests. The playground was proposed to be located to the
west of the maln building entrance. At the time the ordinance waswritten, no specifics were ment'i oned concerning the design of the totlot. The ordinance creating the special development distrjct requiredthat the approved deve'l opment plan include a minimum of five additional
tennis courts, a bike and pedestrian path, a swinrming pool and a bus
shelter that would serve the Lionsridge area in general . All of these
commitments have been met through the project except for the tot lot.
The proposed playground location is very close to the Frontage Road aswell as turn-around area for the Simba Run project. In addition, thesite is very close to the existing indoor pool faciljty which poses as
an attractive nuisance to young children. Rather than just force thetot lot onto the site, staff fjnds that the present proposa'l to commit
$10,000 to the Town of Vail recreatjon amenitjes fund provides a much
more appropriate solution. Staff feels this way due to the fact that
the Town already has five existing tot lots avai'l ab1 e to the public-
Two additional tot lots are p'l anned at Ford and Donovan parks. Simba
Run js on1y.3 miles from Sandstone Park. For these reasons, staff felt
that the cash contribution ln lieu of the tot lot was a fair and
equitable trade-off for constructing an actual tot lot on site.
Staff Recommendation:
To approve the amendment,
V.Assunances: Legal ,Engi neeri ng Fi nance 0utside Professional
IV.
Kri stan Pritz
Empl oyee Si gnature
7:30
7:35
Kristan Pritz
1
VAIL TOt,lN COUNCIL
REGULAR MEETING
TUESDAY, SEPTEMBER 16, 1986
7:30 p.m.
EXPANDED AGENDA
Recognition of Dan Corcoran
Action Reguested of Counci'l :
presented to Dan Corcoran in
the Town Council.
llle have a desk plaque to be
recognition of his service on
2. 0rdinance No. 24, Series of 1986, second reading, concerning
the Simba Run Tot Lot,/Recreation Anenities contribution
Act'ion Requested of Council: Approve/deny Ordinance No. 24,
Series of 1986, on second reading.
Background Rationale: At the Septenber 3, 1986 Town Council
meeting, the Council voted to recommend approval of the
ordi nance,ordinance with
ole abstenlion. The Councjl also stipulated-TF'E e
$10,000 be paid in one lump sun. The $10,000 shall be due
and payab'le within 30 days after the finai approval by the
Town Council. Ocl.IV,
Staff Recornmendatiq4.: Approve the Ordinance No. 24, Series
@adins.
Kravis Residence Appeal of DRB Decjsion
Action Requested of Councif: Determine if the Design Review
Board decision to deny the Kravis residence should be upheld
or overturned.
Background Rationale: 0n September 3, L986, the Design
Review Board voted to deny this proposal . A motion was made
by Grant Rjva and seconded by Roy Sante. The vote was 3-1to deny the project. The Design Review Board stated that
the proposal did not meet Section 18.54.050 C 13. The Board
found that there were no significant site characteristics
that necessitated a sjte design which jncludes a physical
separation of the two dwelling units.
4.Access Agreement with The Wren
Act'i on Requested of Council: Consider a proposed access
agreement with the l/ren.
Backgrgund Rationale: Larry received a proposed access
agreement from Alan Woods of the hlren on Friday and will
attempt to negotiate a final agreement by the Tuesday
even'ing meeting. If he is unable to accomplish the finai
negotiations, this jtem will be postponed until a later
meeti ng.
5. Entryway Design Proposal
Action Requested of Council: Consider the refined proposal
for the entryway design as presented by Jim Morter. The
refinement of this proposal was requested by the Council at
the Work Sessjon when Morter presented five alternative
conceptual des'i gns.
Ftt
?
Nido\qs 6,ortrql^\[
mffi
5- I dosh\e^'
7:40
Kristan Pritz
8: 15
Larry Eskwith
8:30
Jim.Morter
8:45
Kristan Pritz
9:45
Tom Braun
10:00
Larry Eskwith
6. Swimming Pool Task Force Presentation
Action Requested of Council: The Task Force would like to'
few weeks for the Council
date, the Swinrmi ng Pool
Council respond to the
present our findings and allow a
to study the report. At a later
Task Force will request that the
recommendations made in the study.
Eackground Rationale: In February of 1986, the Town Council
appointed the members of the Swirnm'ing Pool Task Force to
study the issue of buildjng a swimming pool jn Vajl. The
preliminary report summarizes the Task Force's efforts over
the past 7 months. The Task Force focused their research on
the following areas:
1. ttlho will be the users of the pool facility?2. How have other communities dealt with this issue?3. How can the pool be financed?4. Should the poo'l be phased?
5. tlhat type of poo'l design is appropriate?6. Why type of poo'l best meets the needs of the community?
7. Discussion of Proposal for Commercial Development adjacent
to the Park'ing Structures
Action Reouested of Counc'il: Discuss memorandum from Tom
ffirning the RFQ and RFP process and
give direction to the staff how to proceed from this point.
Background Ratjonale: The Council has requested that RFP's
be issued in order to receive proposals from developers for
commercial development adjacent to the Village and Lionshead
parking structures. Community Developrnent staff has done
extensive research on this project and we would like to
update the Council on what we know at thjs time. l{e feel jtjs critjcal at this point to djscuss whether we proceed with
requests for qualifications and conceptual proposals or do a
market analysis to determjne the need and effect of
commercial development of this nature. This is a
continuation of a discussion held at the last Work Session
on this issue.
8. Approval of Letter to the Eagle County Commissioners
concerning a proposal for a county-wide televisjon
transl ator
Action Requested of Council:
I etter.
Approve,/modi fy proposed
Background Rationale: The Television Trans'l ator Committee
including Eric Affeldt and Art Kittay from Vail have
requested the various municipaljtjes in Eagle County to send
a letter to the Eagle County Comm'issioners asking that the
County investigate the feasibility of a county-wide
television translator system. The Council requested thestaff to draft a letter and it's included in your packet for
review.
Staff Recommendation:Approve the letter as drafted.
CITIZEN PARTICIPATION
9. Town Manager's Report
10. Adjournment
-2-
VAIL TOWN COUNCIL
REGULAR MEETING
TUESDAY, SEPTEMBER 2, 7986
7:30 p.m.
EXPANDED AGENDA
7:30 1. Approval of Minutes of August 5 and J.9, 1986 Meetings
7:35 Z. Ordinance No. 22, Series of 1986, second reading, concerning
Steve Barwick Supplemental Appropriation
Action Requested of Council: Approve/deny Ordinance No. 22
on second reading.
Background Rationale: This is an ordinance making
supplemental appropriations from the TOV Special Parking
Assessment Fund of the 1986 Budget and Financjal Plan for
the Town of Vail, and authorizes the expenditures of said
appropriations. The expenditures being authorized are those
items recently recommended by the Transportation/Parking
Task Force and approved by the Councj'l .
Staff Reconmendation: Approve the ordinance on second
readi ng,
7:45 3. Ordinance No. 23, Series of 1986, second reading, concern'ing
Peter Patten the Primary/Secondary Zone District Amendment
t
Action Requested of Cquncil: Approve/deny Ordinance No. 23
on second reading.
Background Rationale: Due to an overs'i ght, one paragraph of
the zoning code in Section 18.13.075 was not changed to
ref'lect a 60/40 division between each of the two units per
lot in the Residential Primary/Secondary zone district. The
zoning code jn paragraph A still reads "...one of the units
shall not exceed one-third of the total allowable gross
residential floor area (GRFA)."
The following paragraph, (B), reads correctly: "The second
unit shall not exceed forty percent of the total GRFA..."
Ordinance No. 23 corrects paragraph A.
Staff Regommenda'Llg: Approve Ordjnance No. 23 on second
reaaj n-s.
7:55 4- Ordinance No. 24, Series of 1986, first readjng, a request
Krjstan Pritz to amend Special Development Djstrict No. 5 (Development
Area B), Simba Run, to allow for a recreation amenities fund
contribution of $10,000 in lieu of the requirement of a totlot. (App'l icant: U.A.P. No. 3, Incorporated)
Action Requested of Councii: Approveldeny the ordjnance onfirst reading.
Eackground Rationale: The origina] SDD ordinance called for
a tot lot to be bujlt for Sinba Run owners and guests. The
playground was pnoposed to be'located to the west of the
main building entrance. At the time the ordinance was
written, no specifics hrere mentjoned concern'i ng the design
of the tot lot. The ordinance creating the special
development district required that the approved development
plan include a minjmum of five additjonal tennjs courts, a
bjke and pedestrian path, a swimning pool and a bus shelter
that would serve the Ljonsrjdge area in general. All of
these conmjtments have been met through the project except
t-
8: 10
Larry Eskwith
8:20
PeteB Patten
I
for the tot lot. The proposed playground 'l ocation is very
close to the Frontage Road as well as turnaround area'for
the Simba Run project. In addition, the sjte is very close
to the existing indoor pool facility which poses as an
attractive nuisance to young children. Rather than just
force the tot lot onto the site, staff finds that the
present proposa'l to commit $10,000 to the TOV recreatjon
amenjties fund provides a much more appropriate solution.
Staff feels this way due to the fact that the Town a1 ready
has five existing tot lots available to the public. Two
additjonal tot |ots are planned at Ford and Donovan Parks.
Simba Run is only .3 miles from Sandstone Park. For these
reasons, staff felt that the cash contribution in lieu of
the tot lot was a fair and equitabje trade-off for
constructing an actual tot lot on site.
lta'lf Becommeldatjon: Approve the ordinance on first
;eaal ns.
5. Resolution No. 23, Series of 1986, calling an election to
neplace retiring Councilmember Oan Corcoran
Action Requested of Council: Approve,/deny the resolution.
Background Rationale: Dan Corcoran wjll be moving outside
Town of Vail boundarjes and can no longer serve as a
Councilmember. Because more than one year remains of his
term; his replacement must be picked through an election.
Staff Recommendation: Approve the resolution.
6. Lionshead to Cascade Village Recreation Path
Action Requested of Counc'il: Approve,/deny previous'ly
recommended route for the path.
Background Rati_onale: This item was tab'led at the August
ffi more discussion to take place between
Town representatives and owners of adjacent properties to
the path. A meeting was held on 8/18 in which Lionsquare
Lodge, the Ant'l ers and the Marriott Mark were represented.
L'i onsquare Lodge continued to oppose the path due to thejr
guests' extens'ive use of the immediately adjacent property
as well as privacy issues relating to their pool area. The
Ant'lers and the Marriott were supportive of the path.
Recently, Vail Associates has changed their posture about
the path location and would like us to study plac'i ng the
path on the south side of the creek relative to some
construction plans. There is another meeting scheduled for
8/?8 to discuss these issues further with Lionsquare Lodge
and Vail Associates.
Staff Recomnendation: Approval as previously requestedn
ffiisions as a result of the 8/28 meeting.
CITIZEN PARTICIPATION
Town Manager's Report
Adj ournment
7.
R
-2-
o
Planning and Environmental Commission
Community Development
August 25, 1986
A request to amend Special Development Distri ct No. 5 (Oevelopment
Area B), Simba Run, to exclude the requirement for a tot lot.Applicant: U.A.P. Holdings, Incorporated
THE REQUEST
The appl icant is requesting an amendment to Special Development DistrictNo. 5 which would exclude the existing requi@
+y consEr ol. lne se Ordinance 29.
--i
7 that would be omitted reads:
fund. The en down into thars usin
The revised section of the SOD would read:
"2. Recreation Amenities Fund Contribution $1o,ooo--
con
ann
ludia^-The tot lot was on the south S1
nu fufJO'ffigeneral location of the
lease see enc r 05 s pran shows thetot lot.
no specifics were
,
' T0:
FROM:
DATE:
SUBJECT:
I.
500 r
district reouitw, glffi e ordinance creating the special development
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h^,1 + "section I Special Provisions, C. Recreational Amenities2. Tot Lot -
Oes'igned in accordance with exist.i ng Town facilities as tomaterials used in construction, p1 aygnound equipment, etc.r'
Instead of actual 1y constructing the tot 1ot, the appI.i cant proposes topay a total sum of 910,000 into the Town of Vail's recreation amenities
rr. BACKGR0UNp
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The Si| +J^\dn(lf Ctttdgd
n-t .r pnot-ard--lgs slgllgt that *|frffi. A oush ttre l@{ili.LA(,-- nrr ur Lrre>e LUIIrrrlr LrlrerlLS nave Deen meI InfOUgn tne pfOJeCt exCept tOfY-+i[l" oryy the f i ve tenni s courts - ) ru,Ll -,ou, . re f ive tennis courts./ -1e{-.+ff1jt*Wt,i'' ffiffi
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frn" $ro.ooo tloue was arrived at by the recent funds that were allottedfor construction of the Booth Creek tot lot. This was a joint proJect
between the Town of vail and the vail Metropolitan Recreation Distiict.
The vMRD contributed $10,000 to cover the construction of the tot lot.
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Staff believes tha
nto their playground constrdEtion.
III.ACT OF
a very reasonable figure to use for a tot
lot to the Simba Run
However
ownlflVai I
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public. The sites include
Lionshead, qld JjglgtU-P.arks. Two additional totlots ari planned at@. The closest tot lot to the Simba Run
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rne praygroun0 has a cD.tnDilELStructure
, 8sr[i.ngs, 5 anima]-rorJersG-volkJbrl
There is also a pub'l jc bike path that connecrs
Park tot lot.
-
-[-,The origina] idea behind requiring the tot lot is that a large project
should provide amenities for the recreational needs of its guests and
5,Siiili; ,,lln n".,) M;!-AglxyvProvloe many actlvttteS Tor users Ot the project. It iS{ m adults.
h a slide, ti1
a Run to the
roximity of the
Siqbq Run has easlr access ot e Sandstone facili
da ,. untorttr"t"
the time that the
more up-frontlot was located
work was not completed at
site.ropos
that
tot
cl ose
desi gn
on thelocation is ver -around
ilii ltv wtricE ses as an attractive nuisance to
er aff fithat the
recreatl 0n a much
refers to see the ey earmarsfafT preters to see the money earmarked for general recreational
improvements and not specifically tied to construction of a tot lot.
u
roject isrnilstonFEF
It is not felt that it is necessary to earmark it for a tot 1ot useonly. However, it'is important to point out that the money will not
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The Department of Conmuni ty Development reconmends approval of theamendment tO Speci I t loto be removed from ui rement
years with 10% interest.
gr }lu,pai d 'in three payments over tnree
ere ar neqative i cts due e
e
ocateqject. This facil ity is a]so-=
recommends approvai contingent upon the
IV.
,ftrlw d fu-<w
A fina'l certificate of occupancy will not be issued for theproject until alI three paymenti have been paid in full.- -
The.responsibility to cover these three payments will run with theland and it.piil'l be passed-on- !e future owners if ownershipchanses. trtit€\ \0fu9- q^t%au.t,, ' - -:'. -'u 0,a--G, The interest rate for the payments will be 10%.
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TO:
.FROM:
DATE:
SUBJECT:
Town Counci I
Comnunity Deve'lopment Department
September 2, 1986
Request to amend Special Deve'lopment District No. 5, Development
Area B, Simba Run, to exclude the requirement for a tot lot.Applicant: U.A.P. No. 3, Incorporated
?-oAt the August 25, '1986 Planning Commission meeting, the motion was made by
Donovan and seconded by viele to recommend approval of the amendment. The
motion was made with five conditions, the 'last two of which were added by the
Pl arying Commission:
1. A fjnal certificate of occupancy will not be issued for the projectuntil all three paJments have been pajd in full.
2. The responsib'i lity to cover these three paynents will run with the land
and it will be passed on to future own€rs if ownership changes.
The interest rate for the paynents will be 10%.
The first installment of $3,655.00 shall be due and paid within 30 daysafter the final approval by the Town Council of Vaii.
The outstanding balance may be paid in fu1 I at any time without a
prepayment penalty with interest thereon.
These conditions of approval will be formalized in a wrjtten agreement whichwill be provided by the o!,,ners to the Town within 30 days after final council
approval .
The Planning Commjssion also strongly recommended that the Town investigate thepossibility of using this $10,000 contribution to provide much needed rest
rooms at Sandstone Park.
|*N*U lar"[j
f,sl Ui,\uQoa 6iorn,o,ntttr
3.
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PEc MTNUTES 8/2sl86 o
Sid Schultz asked why the Town did not allow 3lots originally, and was told
that it the time of the origination of the subdivision, the minimum ]ot sizefor duplex lots was 17,500 square feet, but that now it is 15,000 sguare feet.
The parking sjtuation was discussed, and then Diana Donovan asked whether there
could be a condition placed upon the approval that stated that a variance could
not be requested upon building on this 1ot. Braun replied that 1ega1 1y, no one
could be denied permission to apply for a variance. Jim Viele asked Tom Allenof Intermountain Engineering how the 40% slope had been figured and Allen feltit probably had been measured contour line to contour line whjch original 1y had
been measured with a plenemeter Viele felt that the measurement would only be
as good as the drafting job.
Peggy Osterfoss asked where on the site the structure would be p'l aced and wastold that most likely it would be placed on the lower part, Peggy pointed out
that.,she lived across the creek and that there had in the past been difficulty
with unstable sojl in that area. Braun said that the property was not in a
debris f'l ow area. Peter Patten speculated that setback variances may have to
be given in order to construct the building in a 'logical locatjon on the iot,
and that the PEC could say that they would look very c1 ose'ly at a variance
request. Jane Bemish wondered jf the request for Lot 3 could be given if the
owners on Lot I withdrew their access agreement.
Diana wondered which group of people should address the fact that that sectionof I-70 was dangerous, and who should be concerned? Braun suggested that inlight of the concern over the access agreement, the commissioners may want to
table the item.
0ste foss mov Donovan uest until easementt was veo an resse e vote was
avor o
Peter Patten stated that the submlttal was inadequate in that it did not
address the fact that the project would require a variance from a stream
setback and the staff was asking to table so that it could be republished with
the additional 'information. Vie'l e moved and Donovan seconded to table until it
could be publ'ished. The vote
Kristan Pritz explained that the app'l icant was requestjng to amend Specjal
Development District No. 5 {Simba Run), Development Area B) to exclude the
requirement that the owners construct a tot lot. They pnopose instead to
contribute $.l0,000 to the Town of Vajl Recreational Amenjties Fund which would
be broken down jnto three equal payments using an interest rate of l0%.
The Simba Run project provides recneat'ional amenities that include I indoor
swimming pool , 2 racquet ball courts,3 tennis courts,2 video games and a pool
table. The ordinance creating the special developrnent djstrict required that
the approved development plan include a minimum of 5 tennis courts, a bike and
4.con str u addi t
tot lot onn order
-?.-
pedestrian path, a swimming pool and a bus shelter that would serve the
Lionsridge area in general . Al 1 of these cormitments had been met by the
developer except for the tot lot. (The two racquet bal'l courts were to rep] ace
two of the five tennis courts.)
Kristan explained that at this time the Town had 5 tot lots at Sandstone,Pirate Ship, Booth Creek, Lionshead, and Bighorn Parks and two additional totlots were being planned at Donovan and Ford Parks- Sandstone Park js located.3 miles fron the Simba Run project. It was the staff's opinion that Simba Runprovides many activities for users of the project. Due to the close proximityof the Sandstone playground, the users of Simba Run have easy access to the
sandstone facility. she added that it was unfortunate that more up-front
design work was not completed at the time that the tot lot was located on thesite, because the proposed'location was very close to the Frontage Road as well
as t[e turn-around area for the Simba Run. Rather than force the tot lot ontothe site, the staff felt that the present proposa'l to commit $10,000 to the
Town of Vai'l recreation amenities fund provided a much more appropriate
sol uti on.
Njck Giancamil'l i, President of UAP Holdings, stated that UAP wanted to have the
option to pay the $10,000 in advance, if they so wished. Diana Donovan
suggested setting a due date for the first payment, perhaps the second readingof the Town Council, or October 1.
Jim Viele made the suggestion that the $.|0,000 could be used to fund public
restrooms at Sandstone Park, and this was taken under advisemenE.
1.
Donovan moved and V re commen d
A final certificate of occupancy not be jssued
all three payments have been made jn full.
2. The responsibility to cover these payments willwil'l be passed on to future owners of ownership
The interest rate for the payments wilI be 10%.
The first payment will be due within 30 days of
5. The outstanding balance may be paid in ful'l at
prepayment penalty wjth interest thereon.
eT Counci I for
for the projects unti l
run with the land and it
changes.
Council final approval.
any time without a
5-
4.
6.The PEC strongly recommends that the funds be used to construct
restrooms at Sandstone Park.
The vote was 7-0 in favor of recommending approval .
-3-
TO:
. FROM:
DATE:
SUBJ ECT:
P'l ann'ing and Environmental Commission
Community Developnent
August 25, 1986
A request to amend Special Development Djstrict No. 5 (Development
Area B), Simba Run, to exclude the requirement for a tot lot.Applicant: U,A.P. No. 3, Incorporated
I. THE REQUEST
The applicant is requesting an amendment to Special Development DistrictNo. 5 which would exclude the existing requirement that thi owners ofi the Simba Run property construct a tot lot. The section of 0rdinance ?9.Series of 1977 that would be omitted reads:
"Section 8 Special Provisions, C. Recreational Amenities2. Tot Lot -
Designed in accordance with existing Town facjlities as tomaterials used in construction, playground equipment, etc.,,
Instead of actually constructing the tot 1ot, the app'l'i cant proposes topay a total sum of $10,000'into the Town of Vail's recreation amenitiesfund. The $10,000 would be broken down into three payments over threeyears using an interest rate of 10%.
The revised section of the SDD would read:
"2. Recreation Amenjties Fund Contribution of $10,000--thecontribution will be broken down into three consecutive
annual payments of $3655. No final certif.i cate of occupanc.yshall be issued until the total sum is paid in full. This
requirement shall run with the land."
The tot lot was proposed to be located on the south side of the building
adjacent to the pool . Please see the enclosed site plan which shows thigeneral location of the tot lot. At the time the ordinance was written,
no specifics were mentjoned concerning the design of the tot lot.
II. BACKGROUND
The Simba Run project provides recreational amenities that include 1indoor swimming pool,2 racquet ball courts,3 tennis courts,2 video
9ames, and a pool table. The ordinance creating the special developmentdjstrict required that the approved development p'l an include a minimumof 5 additional tennis courts, a bike and pedestrian path, a swinmingpool and a bus shelter that would serve the Lionsridge area in general .All of these commitments have been met through the project exceit forthe tot lot. (Apparently two racquet ball courts were to replace two ofthe five tennis courts.)
The $10'000 figure was arrived at by the recent funds that were allotted' for construction of the Booth creek tot lot. This was a joint project
between the Town of Vail and the Vail Metropolitan Recreation Distiict.
The vMRD contributed $10,000 to cover the construction of the tot lot.Staff believes that this is a very reasonable figure to use for a totlot that would be of the qua'l ity of workmanship that the Town of vailputs into their playground construction.
III. IMPACTS OF THE PROPOSAL
At this time, the Town of vail has 5 ex'isting tot 'lots available to thepublic. The sites include Sandstone, Pirate Ship, Booth Creek,
Lionshead, and Bighorn Parks. Two additional tot lots are planned ati Donovan Park and Ford Park. The closest tot lot to the Simba Runproject js Sandstone Park. Sandstone Park js approx.imate'ly .3 milesfrom the Simba Run project. The playground has a c1 imbing structurewith a sliden tire climber, S swings, 5 anjmal rockers, a'vo1 leyba'l 1court and picnic tables. There js also a pubiic bike path that connects
Simba Run to the Sandstone Park tot lot.
The original idea behind reguiring the tot lot is that a large project
should provide amenities for the recreational needs of its guests indowners. In thjs situation, staff's opinion is that Simba Run doesprovide many activities for users of the project. It is evident that
most of the facilities are for older children or adults. However, dueto the c1 ose proximity of the sandstone p'l ayground, staff believes that
Simba Run has easy access to the Sandstone facility.
It is unfortunate that more up-front design work was not completed atthe tjme that the tot lot was located on the site. The proposed
location is very close to the Frontage Road as well as turn-around areafor the Simba Run project. The location is also very c1 ose to theexisting pool facility which poses as an attractive nuisance to youngchildren. Rather than just force the tot lot onto the site, staif findsthat the present proposal to commit $t0,000 to the Town of Vailrecreation amenities fund prov'ides a much more appropriate solution.Staff prefers to see the money earmarked for general recreational
improvements and not spec'i fically tjed to construction of a tot'l ot.It is not felt that it js necessary to earmark it for a tot lot useon1y. However, it is important to point out that the money will not be
used for recreational studies, maintenance, or land acquisition, but iwill instead be used for covering hard construction costs of recreationfacilities.
I
RECOMMENDATION
The 0epartment of.cormunity Development recommends approval of theamendment to special Devel0pment District ru0. s irro[ins tt. tot lotrequirement to be removed from the sDD and replacing t}'it requirementwith a cash contribution of 91.0,000 paid in tii.". piyi"nrs over threeyears with 10% interest.
The staff believes that there are no major negative.impacts due to theproposal.' It is_felt that young chi'ldrin,s rE.r""iionli needs may bemet by the use of the sandslone-playground which ii'ionvenienttv iolitraclose to the simba_Run project.'Thi; facility i= ur"o ionnected tosimba Run by a pubric bike-path. The Recreation oepirtment arso"r supports this request. Staff recommends approvat cbntingent upon theunderstand'ing that:
.-I
-7
1. A final certificate ofproject untiI a'l I three
occupancy wil'l not be issued for thepayments have been pajd in full.
2. The.responsibility to cover these three payments'land and it will be passed on to future owners ifchanges.
3. The jnterest rate for the paJments will be 10%.
will run with the
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TJA,P I-TOL.DT]IIGS . .TIV<: -445 SOUTH FIGUEROA STREET
SUIIIE 3770
I-'OS AIIGEI,ES, CALIFORNIA 9OO77(213) 629-7030July 28, 1985
Kristan Pritz
Town Pl-anner
Town of Vail
75 South Frontage RoadVail, Colorado 81657
RE: Simba Run Tot Lot
Dear Ms. Pritz:
Enclosed is our petition Form for Amendment to A specialDevelopment District - ordinance No. 29 series of L977. uap xo.3, Inc. the owner of Simba Run, propose to amend Section g C(2,)of the above ordinance as it relates to arrTot Lot."
Based on our analysis, a Tot Lot in the simba Run condominiumrocation wourd eost approximately $7,500. such cost. includes thegrading of the surface, the pur-hase, shipment and installationof the equipnrent. The placement of the Tot Lot on simba Runrslocation is in a most undesirable area and would be of rimiteduse for Town of vail- residents and visitors. parking and otheramenities (tabl.es, drinking fountains, etc. ) such as lrovided inThe sandstone Tot tot that borders the North Frontag6 Road wirrnot be available, Therefore, in rieu of constructiofr, uer No.3,rnc. on behalf of simba Run proposes the donation oi the fundinecessary to build a small, private Tot Lot at the Town of vail'sRecreation Building program.
we berieve these funds given direct to the Tor^rn of vailRecreation suilding program wi]l more match the goals of the Townof vail when ordnance 29 was adopted. should the fown of vailprefer this donation to be paid over a period of time, such asover a 2 or 3 year period, we wiII be happy to provid,e aninterest factor of 10* hrith the pa1'rnents.
Kristan, again thank you for your time and assistance in thismatter. Please telephone Danette Lemry at 303-476-0344 at Simbaor Maan Said at 2I3-629-L030 should you need any moreinformation.
esident
NCG: Srb
Enclosures
section rr-(A)
(A). Explanation of proposal-(i). The building of Simba Run was conditional uponthe provisions of Ordnance 29 Series of Lg77 whichincluded the construction of amenities including a TotLot (section I (C')(Zl.
(ii) A small, private tot lot on Simbars facilities wouldbe of limited use t,o the residents and visitors to VaiI.The only feasible location of the tot lot is now renoteand does not lend itself to easy access.
(B). Omitted
(C). The removal of the Tot tot in our opinion will not createundue burden to the public since Lhere are three other totlots in the Sandstone area. The addition of a sma1lprivate tot lot, on simba Runrs property, in our opinion,is unnecessary and would be under-utilized. Otherrecreational features at Simba include a pool , tenniscourts, racquetball courts and exercise heafth facilities.
The original locat,ion for the tot lot was directly infront of the building adjacent to the Town of Viil_'sbike path. We believe this locatj.on may be hazardousbecause of the proximity to the Frontage Road and, thebike path. After considering all alternativelocations, hre are of the conclusion that Sj_rnba Run hasno suitable location for a tot Iot.
After reviewing various designs and structures, $rechose model number pW-240 manufactured by plalworld
Systems, Inc. as the only logical equipment. Thissystem cost 94,550.
PUBLIC NOTICE
NOTICE IS HEREBY GIVEN that the planning and Environmental
Commission of the Town of Vail will hold a publ .i c hearing in
accordance with section 18.66.060 of the municipal code of the Townof Vail on August 25, L986 at 3:00 P,M. .in the council chambers inthe Vail Municipal Building.
Consideration of:
1. Proposal for a minor subdivision of Lot 2, pitkin Creek
Meadows.
Applicant: Tom and Nick Kiahtipes
2- Request for a front setback variance in order to construct anaddjtion on Lot 16, B'ighorn Subdivisjon, Fourth Addition.
App'l icant: }{illiam 0. Benkelman
3. A request for an amendment to Specia'l Development DjstrjctNo. 5 (Simba Run) in order to pay funds in lieu ofI constructing a tot lot on the property.
" Applicant: Simba Run Associates
The app'l ications and informat'i on about the proposals are availablein the zoning administrator's offjee dur.ing regu'lar office hoursfor public inspection.
TOhIN OF VAIL
COMMUNITY DEVELOPMENT DEPARTMENT
IHOMAS A. BRAUN
Zoning Administrator
Publjshed in the Vail Trail on August 8, l98b
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I.This procedure is required for any project that would go throughthe Special Development Districi proced,ure.
The application will not be accepted until alr information is submitted.
A. NAME OF APPLICANT Simba Run Asgoci-ates
APPI,ICATION TORT{ FOR SPECIA], DEVETOPMENT.
DISTRICT DEITELOPMENT PT,AT{
ADDffiSS tt00 N. rro"t"e" Rd 4, colo. 81658 pIioNE(303) 4760344
B. NA},IE OF
ADDRESS
APPI,ICANT I S REPRESENTATIVE Danetce Leml ev
Colorado Sl65BpHONE (303) 4760344
C. AUTHORIZATION OF PROPERTY OWNER
SIGNATURE
ADDRESS eroa Sr. Los Angeles Ca. 90071 pHOfqn(213) 6291030
D.LOCATTON OF PROPOSAI.
ADDRESS
LEGAL DESCRIPTION
d. Vail Colorado . 8 1658
SEE ATTACI{ED
E. FEE @ooto
A List of the name of owners ofSubject property and their uailine
II. Four (4) copies of the following information:. A. Detailed *li:lgvgl"p.hic descriptlon of plgp?sar.B- An environmentJl impaci ilport snalr be submitted toadministrator in aciord.ance with Chapter 1g.56 hereofby gection 19.56.030, exempt projecti;
c' An open space and recreational plan sufficient to meet the demandsgenerated by tl:.development wii.hout unaut-ur*ia.tr on availableor proposed pubJ.ic facilities;
F.aI1. property adjacent to the
addres s es .
the zoningunless waived
(0vER)
tL.Appricati";ilF" speciar Developmen. olrr.t Deveropment pran
Existing contours having contour intervals of not more thanfeet if the average slope of the site is twenty percent oror with contour intervals of not more than ten flet if theslope of the site is greater than twenty percent.
A.proposed. site plan, at a scale not smaller than one inch equalsfifty feet, showing the approximate locations and d.imensions ofall buildings and structures, uses therein, and a1r principal sitedevelopment features, such as landscaped areas, recleatioiral facili-ties, ped.estrian prazas and. walkways, sexvice entries, driveways,and off-street parking and loading-areas with proposed, contoursafter grading and site development;
A preliminary landscape plan, at a scare not smalrer than one i-nchequals fifty feet, showing existing landscape features to be retained.or removed, and showing proposed landscaping and randscaped sitedevelopment features, suah as outdoo, r"creitional facil-ities,bicycle paths, trails, pedestrian plazas ana waf:rways, water ieatures,and other elements i
Preliminary building elevations, sections, and floor plans, ata scale not svnaller than one-eighth equals one foot, in suificientdetail to determine floor area, gross residential fioor area, interiorcirculation, locations of uses within buildings, and the generalscale and appearance of the proposed development.
ffl. Time Requiregents
The. Planning and Environmental Coruoission meecsMondays- of each month. An application with thematerial must be subrnitted four weeks prior to
N0TE: ft is recorunended that before a special developmentis subnitted, a review and conrnent neeting shoutd beDepartnent of Comnun ity Developnent.
D.
F.
tf-
five
less,
average
on the 2nd. and 4thnecessary accompanyingthe date of the meeting.
district application
set up with t.he
?'e
ExHrllrf nA'l
TO THE CONDOMINIUI'I DECI,ARAfION FOR
SIMBA RUN CONDOII'IINIUM
LEGAT, DESCRIPTION
That 1:art of the Plat of Simba Run, which was recorded
Novenber L2, 1980 in gook 3I2 at Page 763, County of Eagler Stateof Colorado, described as follows:
Beginning at a polnt on the soutberly
right-of-way of Lionrs Ridge Loop which is the
most northerly corner of said Simba Run; lhencethe folLowing two courses along said southerlyright-of-way: (1) S 73'04r48" W 196.57 feet; (2)
219.4? feet along the arc of a curve to the left,
having a radius of 428,02 feeti a central angleof 29'22'45', and a chord which bears s 58'23'25n
w 217.08 feeti thenee S 76"46115" E 42.10 feet tothe face of an exlstinE buildingi thence thefollowing tr,ro courses along said bultdingl (1)
S 13'13r45" Yil 123.30 feet; (2) S 75'46r15n E
35.00 feet; thence S 13'13145 W 145.15 feet;
thence S 24'44r57n E 134.22 feeE to the northerlyright-of-way of Interstate Uighway No. 70t
thenee the following two courses along saldright-of-way: (f) N 52'50t29n E 87.27 feet; l2l345.48 feet aLong the arc of a curve to Lhe right
having a radlus of 51900,00 feetr a central angleof 03'2lrI8"r and a chord whlch bears N 54o31r06'
E 345.t13 feet to the most southerly corner ofVail Run Comnunity, the condominiun map for whiehis reeorded in aook 249 at Page 533 of the
reeords of the Eagle County, Colorador Clerk and
Recorder i thence the 'following three eoursesalong the westerly boundary of said Vail Run
commlnity: (1) N it'oerr?'-E 109.32 feet: (2)
N 77'09r31n W L26.9L feeti (3) N 16'42r18" E
I91.22 feet to the point of beginning, containing
1431800 sguare fdet or 3.301 aeresr more or
less.
rI
luun n lltl
75 soulh trontage road
vaal, colorado 81657
(303) 475-7000
September 3, 1986
otllce of communliy deYolopmGnl
Mr. Nicholas C. Giancami'l'li
Vice President - Finance
U.A.P. Holdings, Incorporated
Union Bank Square
445 South Figueroa Stneet
Suite 3710
Los Angeles, California 90071
Dear Nicholas:
I have enclosed a copy of the article in the Uail Trail, August 29, 1986, on
Simba Resort. Mann does look quite enthusiastic in the picture. Please don't
be too discouraged about the results of the Town Counci'l meeting, In general ,the Town Council has a very cooperative attitude toward working w'ith
deve'l opers.
PJease remember that the second readlng of the ordinance is schedu'led for the
evening of September 16th. The meetlng wil'l be he1 d at the Town Counci'l
chambers and wlll begin at 7:30 PM. If you have any further questions about
the review process, please fee'l free to give me a cal'l . Thanks again for the
very positlve letter that you sent concerning the Town staff,
Si ncerel y,
t{,r+^&L
Kristan Pritz
Town Planner
KP: br
Encl osure
I 1 .,af
Ar^ Iutrliuq^
6frr. 5tn^!r,.ORDINANCE NO. 24
Series of 1986
AN ORDINANCE AMENDINC ORDINANCE NO. 29, SERIES
OF 1977, SECTION 8, SPECIAL PROVISIONS C2,
OF THE MUNICIPAL CODE OF THE TOhIN OF VAIL TO EXCLUDE
THE REQUIREMENT FOR A TOT LOT AND TO INCLUDE A
REVISED SECTION 8 C 2 OF THE MUNICIPAL CODE OF THE
TOt,lN OF VAIL TO ADD A RECREATION AMENITIES FUND
CONTRIBUTION OF TEN THOUSAND DOLLARS.
WHEREAS, U.A.P. No. 3, Incorporated, owners ofllhe Simba Run-pr'oject, have
submitted an application to amend Ordinance 29 of 1977 of the Municipal Code of
the Town of Vail to exclude the requirement for a tot lot and to substitute a
cash contribution which will be earmarked for general recneation improvements
which will benefit the entire community; and
WHEREAS, the Planning and Environmental Commission has unanimous)y
recommended approva'l of this amendment to the Town Council; and
WHEREAS, such amendment must be approved by the Town Council of the Town
of Vail; and
WHEREAS, the Vail Town Council considers that it is reasonable,
appropriate, and beneficial to the Town and its citizens, inhabitants, and
visitors to amend Ordinance 29, Series of 1,977.
N0t{, THEREFoRE, BE IT oRDAINED BY THE ToWN CoUNCIL 0F THE Tol4lN 0F VAIL,
COLORADO, THAT:
Section l.
0rdinance 29 of 1977, Section I C 2 is hereby repealed and reenacted with
amendment to read as follows:
BCz Recreation amenities fund contribution of $10,000 to be used for general
recreational improvements by the Town of Vail.
Section 2.
If any part, section, subsection, sentence, c1 ause or phrase of this ordinance
is for any reason held to be invalid, such decision shall not affect the
validity of the remaining portions of this ordinance; and the Town Council
hereby deciares it would have passed thjs ordinance, and each part, section,
subsection, sentence, clause or phrase thereof, regardless of the fact that any
one or more parts, sections, subsections, sentences, clauses or phrases be
decl ared i nval i d.
Section 3.
The Town Council hereby finds, determines and declares that this ordinance is
necessary and proper for the health, safety and weifare of the Town of Vail and
the inhabitants thereof.
Section 4.
The repea'l or the repeal and reenactment of any provisions of the Vajl
Municipal Code as provided in this ordinance shal'l not affect any right which
has accrued, any duty'imposed, any vio'l ation that occurred prior to the
effective date hereof, any prosecution commenced, nor any other act'ion or
proceeding as cormenced under or by virtue of the provision repealed and
reenacted. The repeal of any provision hereby shall not revjve any provision
or any ordinance previously repealed or superseded unless expressly stated
herein.
INTR0DUCED, READ AND PASSED 0N FIRST READING THIS Znd DAY 0F September
1986, and a public hearing shall be held on this ordinance on the --@!-day
of September , 1986 at 7:30 p.m- in the Councjl Chambers of the
Vail Municipal Building in Vail, Colorado.
Ordered publ i shed 'i n f ul I th i s
-day
of , 1986.
Paul R. Johnston, Mayor
ATTEST:
Pamela A. Brandmeyer, Town Clerk
INTRODUCED, READ AND APPROVED ON SECOND READING AND ORDERED PUBLISHED
this day of , 1986.
Paul R. Johnston, Mayor
ATTEST:
Pamela A. Brandmeyer, Town Clerk
A
I
PLANNING AND ENVIRONMENTAL COMMISSION
August 25, 1986
PRESENT
Diana Donovan
Bryan Hobbs
Pan Hopkins
Peggy 0sterfoss
Duane Piper
S'i d Schul tz
Jim Viele
The meeting was called to order at 3:00 PM by the chairnan, Duane Piper-
1. Approval of minutes of July 28. 1985. Diana Donovan moved and Pam
Hopkins seconded to approve the minutes. Vote was 6-0-l in favor.
2. Appointment of PEC member to DRB for September. 0ctober and November.
This item was moved to the end of the agenda.
Tom Braun showed site p'l ans and gave the background of the proposal . He statedthat proposed was to subdivide one existing duplex zoned lot into two
individual parcels. The existing duplex lot contained a legal dupiex structure(Lot.2), and the proposed lot (Lot 3) would have the development potential for
an additjonal duplex. Braun stated that two sets of criteria were to be
involved in reviewing a request of this nature. The first was the PEC reviewcriteria as outlined in the Subdivision Regulations, the second set addressed
issues such as minimum'lot size, buildable site area, geologic hazards, access,
and utility service. Braun sajd that the clarification of the easement should
be a condition of approval , as we1 I as utility veri fication by a'l I applicable
ut'i litjes indicating that service can be provided to the proposed Lot 3 prior
to the recordjng of the subdivision.
Tom Allen of Intermountain Engineering said that he would answer questjons
about the survey. Stan Gjllis, a resident of the unit adjacent to the proposed
Lot 3listed several other points to consider. These included the fact that
the original request when the subdjvjsion was first planned was for 3'lots, butthat the Town saw fit to grant only 2, the lot was too close to I-70 which
resulted jn vehicles in accidents landing in the area and traffic also made the
1ot noisy, there was a botanical hazard, as there were many dead aspen trees
standing on the'lot, and they had a tendency to fal 1 over, there would be aparking problem, and the value of the existing structures would decrease with
the added traffic across them. Jane Bemish, one of four owners of one half of
Lot 1, stated an objection to the subdjvision until she would have more time to
review the access agreement. She also agreed with Gj1'l is'objection to addedtraffic on the property and noise from the Interstate
Tom Kiahtipes stated that he would work with his attorney on the easement
agreement. He fejt that jt was very feasible to add another lot.
STAFF PRESENT
Peter Patten
Tom Braun
Kristan Pritz
Betsy Rosolack
1 mt nor Pitkin
I'b A
t F
Sid Schultz asked why the Town did not allow 3lots original ly, and was toldthat at the time of the origination of the subdivision, the minimum lot sizefor dup'l ex lots was 17,500 sguare feet, but that now.i t is 15,000 square feet.
The parking situation was discussed, and then Diana Donovan asked whether there
could be a condition placed upon the approval that stated that a variance could
not be reguested upon bu'i lding on this lot. Braun replied that 1egal1y, no one
could be denied permission to apply for a variance. Jim Vlele asked Tom Allenof Intermountain Engineeni ng how the 40% slope had been figured and Allen fe'ltit probably had been measured contour line to contour line which originally had
been measured with a plenemeter Viele fe] t that the measurement wou'ld only be
as good as the drafting job,
Peggy 0sterfoss asked where on the site the structure would be placed and wastold that most likely it would be placed on the |ower part. Peggy pointed outthat she lived across the creek and that there had in the past been difficultywjth unstable soil in that area. Braun said that the property was not in a
debris flow area. Peter Patten speculated that setback vari ances may have to
be given in order to construct the building in a'logical location on the lot,
and that the PEC could say that they would look very closely at a variancerequest, Jane Bemjsh wondered if the request for Lot 3 could be given if the
owners on Lot 1 withdrew their access agreement.
Diana wondered which group of people should address the fact that that sectionof I-70 was dangerous, and who should be concerned? Braun suggested that inlight of the concern over the access agreement, the cormissioners may want to
table the item.
oss moved and Donovan seconded to tabl e thi easenent
+was reso veq an e saTe slt0n was was 7-0vor o
4. Request for a front setback variance in llder lolSlltruq! 3n addjllln
Peter Patten stated that the submitta'l was inadequate in that it did not
address the fact that the project would require a variance from a stream
setback and the staff was asking to tab'l e so that it could be republished with
the additiona'l information. Viele moved and Donovan seconded to table until it
could be published. The vote
nt Di trict No
ox on
can t
Kristan Pritz explained that thd applicant was requesting to amend Special
Deve'lopment District No. 5 (Simba Run), Development Area B) to exclude the
requirement that the owners construct a tot lot. They propose instead to
contribute $10,000 to the Town of Vail Recreational Amenities Fund which would
be broken down into three equal payments using an jnterest rate of l0%.
The Sinrba Run project provides recreational amenities that include I indoor
swimming pool ,2 racquet ball courts,3 tennjs courts, 2 vjdeo games and a pooltable. The ordinance creating the special development distri ct required thatthe approved development plan inc] ude a minimum of 5 tennis courts. a bike and
5.
n order to I ieu of
un Assoc
-2- PEC 8/25/86
|''a'.,
t .-1' ' "
pedestrian path, a swirnming pool and a bus shelter that would serve the
Lionsridge area in general . Al'l of these commitments had been met by the
developer except for the tot lot. (The two racquet ball courts were to replace
two of the five tennis courts.)
Kristan explained that at this time the Town had 5 tot lots at Sandstone,
Pirate Ship, Booth Creek, Lionshead, and Bighorn Parks and two additional totlots were being p'lanned at Donovan and Ford Parks. Sandstone Park js located
.3 miles from the Simba Run project. It was the staff's opinion that S'imba Run
provides many activit'ies for users of the project, Due to the c1 ose pnoximity
of the Sandstone playground, the users of Simba Run have easy access to the
Sandstone fac'ility. She added that it was unfortunate that more up-front
design work was not completed at the time that the tot lot was located on thesite, because the proposed location was very close to the Frontage Road as well
as the turn-around area for the Simba Run. Rather than force the tot lot onto
the site, the staff felt that the present proposal to commit $10,000 to the
Town of Vail recreation amenities fund provided a much more appropriate
solution.
Nick Giancami'l 'l i, Pnesident of UAP Holdings, stated that UAP wanted to have the
option to pay the $1.0,000 in advance, if they so wished. Diana Donovan
suggested setting a due date for the first payment, perhaps the second readingof the Town Council, or October l.
Jjm Viele made the suggestion that the $.|0,000 could be used to fund public
restrooms at Sandstone Park, and this was taken under advisement.
Djnoyen mole{ and V'ie] e qelqlldsd !o Lecommend approval t
ns:
1. A final certjfjcate of occupancy not be issued for the projects untilall three payments have been made in full.
2. The responsjbiljty to cover these
wi I I be passed on to future owners
3. The interest rate for the payments
payments will run with the land and it
of ownership changes.
will be 1.0%.
4. The first paynent will be due within 30 days of Council final approval
5. The outstanding balance may be paid in full at any time without a
prepayment penalty with interest thereon.
6. The PEC strongly recommends that the funds be used to construct
restrooms at Sandstone Park.
lhe vote was 7-0 in favor of recommending approval .
-3- PEC 8/25/86
,(*P.
il
I
6. f,work sessiqr 9n lpraddle Creek followed.
Peter Patten explained that the planners had their fjrst interdepartmental
review of the project with other Town departments that morning. They were
concerned about road grades and services. Peter showed the site plan. Jay
Peterson, representing the owners, was in the audience, as was Roger Tilkemeier
and Mark Wentworth of the'l ivery and Bob Poole of the Forest Service.
Roger Tilkemeier stated that no questions had been asked of hirn or Mark. Inthe original discussion between the Forest Service and Vail Associates, they
were not involved. At his request, he finally did meet with vail Associates
and came up with an agreement that VA would physically move and pay for a newlocation for the livery to the east of Spraddle Creek (Gillett's parcel). He
stated that the new location had been approved by the Forest Service.
Tilkemeier pointed out that the PEC was a planning entity, not a development
comrnission, and should take a proactive role in deciding what they want.
Tilkemeier spoke about socio'logical changes in Vait. He added that when George
Gi'l lett purchased the land, he should have known of the road access, that there
should not have been any surprises.
Tilkemeier stated that he did not feel that it was'in the best public interestto have a paved road through the rjding area. He added that the insurance for
the livery stable was expensive and would be cancelled completely if the road
were paved. He felt. the need to work with the Forest Service and GeorgeGillett to come to an agreement. Tilkemejer pointed out that the Town could
request certajn th'ings of developers such as it did with Simba Run.
Duane Piper asked Tilkemejer if he did not want to relocate to the east and
Tilkemejer replied that there must be a very easy access to compensate for
decreased visibility. Patten replied that the staff had problems with the
areas of the road that were 12%. Jay Peterson stated that the problem the
applicant has now with the agreement Tjlkemeier had with VA is that the road no
longer extends to the east as far as it did jn the previous proposal. He asked
Tjlkemeier if he would be satisfied if the applicant left part of the road
through the livery unpaved. Pam Hopkins stated that she saw many driveways
unpaved and that it might be an advantage if the road was steep. Peterson saidthat a product could be added to the asphalt to help melt snow.
Bob Poole of the Forest service said that the primary concern of the Forest
Service was that the public access be provided across public terrain and the
impact on the livery stable. Peterson said he was willing to come to an
agreement. Poole felt that there was a need for a high degree of coordjnationto iron out the concerns. He felt the owner and the livery stable should workout the prob'l ens and the FS would then consider a change in the p'l ans.
Peterson felt there were positive things being proposed by the owner such as
upgrading the road, paving the parking area for the I'ivery, relocating thetents and hay, and moving the water supply if necessary. This would all be
done in the off season and would include pedestrian, equestrian and snownobile
access. He agreed that a livery was needed by the Town, but felt that perhaps aprivate entity may not be able to prov'ide it. He felt the owners should helppay to relocate the livery. He reminded the board that the livery's leasEGsfor a
-4- PEC 8/25/86
75 south lrontage road
vail, eolorado 81657- (303) 476-7000
November 25, 1985
E.R. Stanborough
0perations and Marketjng Management
Sinba Run Resort
P.0. Box 726
Va'i1 , Co. 81658
Re: Final Certificate of Occupancy for Simba Run
Dear E. R. ,
I wanted to reiterate the changes that needed to be made to the emp'loyee
housing agreement and our understanding concerning the playground equipmentfor simba Run. In respect to the employee housing agreement the following
changes are requested by the staff:
''---'1. Paragraph number 2 should be changed to read the employee unitshall be utilized at all times as residential units for the
employees of Simba Run Condominium Association, a not for profit
Colorado corporation, for the employees of the manager of the Simba
Run Condominium Association or for full time employees in the Upper
Eagle Va1 1ey. A full time employee is a person who works an
average of 30 hours per week. The Upper Eagle Va11ey sha'l 1 be
deemed to include the Gore Valley, M'i nturn, Redc'l iff, Gilman,
Eagle-Vail, Avon and their surrounding areas. The employee housingunits shall not be divided into any form of timeshares, interval
ownership or fnactional fee.
2. Paragraph number 4 should be changed to read Simba, or its
successors or assigns, may move the employee units to other
location on the property as long as such new employee units are
substantially the same type in square footage as the employee units
and the number of such units is not reduced.
3. Paragraph number 5 shouid be changed to read S'imba agrees toprovide its guests with daily shuttle service to and from Simba to
the Vi'l lage Town Center and Lionshead areas from 7:30 a-m. to 12:00p.m. and 3:30 p.m. to 8:00 p.n. with additjonal runs to the super
market as well as runs to accommodate guests requests.
page two
ll/22/85 Simba Run
I would appreciate it if you would bring a copy of this rev,i sed agreement to
the Town to be signed by the Town Manager. The agreement should then be
recorded with Eagle County. If you would return the recorded agreement t0
me I wouid appreciate it.
llle both ag-reed today in our phone conversation that it would be reasonableto give you the final Certificate of Occupancy for Simba Run with the
understanding that you would install the playground as described in the
submjtted cut sheet by the end of June 1986.
If you'have any further questions about
situation please feel free to call me.
with Simba Run. I hope you have a good
.
S i ncere'ly,
KP/br f
your certifjcate of occupancy
Thanks for your patience. Good luck
season !
r=.{ f\ |
Kk+"^ [i,J*
| )l r)ltt!\ lil i L
Kristan Pritz
Town Planner.-
a
loun
75 south lrontage road
Yail, colorsdo 81657
(303) {76-7000
October 2b, l9E5
E. R. Stanborough
Operations and Marketing Managenent
Simba Run ResortP.O. Box /26Vailr Colorado 8165E
Rer Finai Certlticate ot Occupancy for
Dear E.R.:
Peter Patten and r reviewed the simba Run fire to determine whatitems are yet unresoLved concerning the simba Run Final certificateot occupancy. The foltowing issues need to be reEofved before wewoufd be able to releage a flnal certificate of occupancy:
i\Li.An employee houging agreefilent must be rcritten up and signed.The document should etipulate that 5 units will be used for
ernpJ.oyee houaing wr th a provis j.on that the additlonal zunits in the final phase r.rill afso be designated as empJ.oyeehousing units.
A tot lot proposal shou}d be submitted for the Simba Runproject. ?his was a part gf the original proposalr but hasnot been completed. I have enclosed a map that indicatesthe general location for the tot lot.
A written agreenent stating that the owner ot Simba Run nillprovide adeguate transportatlon service6 to condominium
owners and guests ot the developnent ao as to transport themtron the development to the ViIlage core area and theLionshead area. Thia provision may be inc.Luded in theemployee housing agreement so that you do not have to writet!/o aeparate agreeme nts.
Statf wiIl not require that you add a sodded roof to theSimba Run building. Howeverr we are requesting that yousubmit a proposal for the type ot ne\d roof material_ you willbe using in place ot the sod roof. If the material. is
2.
3.
4.
accept.ab.l.e to the staff , the nev roof will not have to be
reviewed by the Design Review Board.
If you have any other questione about these items, please feelfree to call me.
Sincerelyr
K'rh^{'bKristan Pritz. Town Planner
$im[pRun
RESOFT CONDOMIN'UMS
AT VAIL
September 27, 1985
Town Council
Vail, ColoradoAtt: Gary lloran
Dear Sir:
It is most urgent for a successful season for Simba Run, that
we resolve any problems relative to the Certificate of Occupancy.
Last year (opening season) the "ho1d up" was in the landscaping
area. In the origina"l p1ans, the graveled roof tops were to be
sodded a.nd planted. We were unable to comply due to leaks which to
this day are elusive and we seem to get one area repaired and another
appears.
We have had not only the original contractors, lout landscape
experts tell us it is not feasible nor practical to sod these areas
As your are aware Slmba has had its problems in the past, but we
truly feel these are behind us and are looking forward to the season,
which incidentally 1s already booked nearly to capacity.
lTe are also happy to report that we are putting into effect
marketing program which we feel will be of great interest to the
local- real estate cornrnunitv.
'l[e are most a.nxious to resolve this issue so any help you cangive us to expeditiously solve this problem will be more than apprec-
iated.
y yours,
E.R.- Stanborough
Operations and lvlarketing
Simba Run Resort
P.O. Box 726 o Vail, Colorado 81657 . (303) 476-0344
l
GM/rme
t
75 soulh fronlage road
vail, colorado 81657
(303) 476-7000
a.r
olflce of communlty developmanl
Ilarch 14, 1984
L & M Development
P. 0. Box 826
Vail, Colorado,81658
RE: Building Permits #7J7 & 736
IMBA RUN
Gentl emen:
l.le have checked our files, and have closed the two above mentionedfi'les. Before further construction can be done on Simba Run you
must come in a get a new building permit.
Si ncere-1y,-.''/ / ./(4r4^-*-=_
Gary Murrain
Bui ldi ng Inspector
lx{.t V- A"4ry,FV9|1Dat{AtiNal ?s./-g. 4tvl\q
I rl ,, I# tlr x aq#r-,qFxTFi<tofl 4w
rNfFFtrz. 4ffi
ffi. 4+Ep{rP.|Nq
II
r<_n Wr tHilV
.,I l, llva" TTT.y aw.w.Il'
frlrttp
^ff?wtYllv# FvH
?{TE?P? DlAl,> oNts ++F. .ffiwc';y
I
4'oFra<lF4lNlVt4a-
qqITE {4*+*TFT
a I
AKA
ALBERT KNOTT & ASSOGIATES.INC,
84OO SO. VALLEY HIGHWAY
ENGTEWOOD, COLORAOO 801 12
(3031 77$8s8s
AKA 1878- 1181
January 20, 1982
Hensel Phelps Construction CoP. 0. Box BBVai1, Colorado 81658 -0929
Attention: Mr. Richard Maynard
RE: Sinba Run Condominiuns
Gentlenen:
Enclosed is the inspection report for work performedon Januarl 11, 1982.
Very truly yours j
ATBERT KNOTT € ASSOCIATES, INC.
RMR:nc
cc Bud VanHornTin McKinney
Chet Horton
Dave Houdeshell
Tiar Ke11an
Ray Story '
STRUCTURAL AND MECHANICAL T€STING
oI
AKA
ALBERT KNOTT & A$SOC'ATES, INC.
SIOO SO. VALTEY HIGHWAV
ENGLEWOOD, COLOFAoo 8{t112
(3031 773,8585
INSpECTIoN REpSRT OF: ONSITE
LOCATION. Sirnba Run
INSPECTOR; Pat Collins
CONTRACTED SERVICES: YES NO
JOB NO. 1878 DATE: Iltt/82
a
REGUTAR HRS:8.0 OVERTIME HRS:
PAGE 1 OF 1
A vis_uaL inspection was perforned on 1eve1s 4 and
coYer:.n lolts, noment connections, decking installation. joist
weLds and colunn splices.
thq_bgl! inspection was nade on both 1eve1s coverin
l1gqs__X -qq 9. A11 were found to acceutabl"
The nonent
lines 4 to g "P
The decking ilas inspected from lines 2 to 9 on level 4.
A11 were found acceptable.
50% of the ioist welds were inspected on level 5
lines 4 to 9 and all inspected were acceptable.
A11 colunn s lices were ins ected on leve1 and all
were found acceptable
S?RUCTUF^L AilD IIECHAI{ICAL TESTING
Town of Vai I
Tovm Ha 11
Vail , Colorado 81657
Attention! Garry Murrain
D^\/LB/82 t'o I'{a i I
PROIJCT,'''-Sr-rhba Run Condominiums
1100 N. Frontage Road
Vail, Colorado 81657
Fi/si C ass lln!ess
Otlre.w sc Noted
TRANSMITTED FOR
)APPROVA!
i ) FINAL APPROVAL
i ) CORRECT O\ AND RESU:I,4]:>ION
I APP R.\., F D
( I APFROVTD A5 N'JTtD
tX ' roP Ysuo *rao*n,
T RANS\,1ITTAL NC
NEW StJ BM ITTAL
RESU B M ]TTAL
PRiV TRAN5. \O
' 1 'Fn\I
FOL LOIV UP
i ) PLEASE NCKNO\V.IDCI RECFIPT BY 5ICNINC THF DUPLlCNTE OF TIIIS TRANS]V ITAL A5 INDICATED AND RETURN TO US FOR OUR RECORDS.
oRrotNAroR Hensel Phcl nq ConStruCtjo_uCO
NO, COPIES
+---eee,h.
DRAW NC NO DFiC R PIION (ALL 1TIN,1S E\CLOS!D UNLESS NOTEDI
1 en ch Conerete test results daced:12lB/8L, L2/LL/8L. and L2/L8/81.
Inspection report from AI(A dated 1/ILl32-
REl\4A R K S
IHF FAts'] CAIOi. I],A] RFQI]:!-EL] ]I]AT
-COP:S
TE RETURNED PLEASE R.€TLRN )RAW NCS OUR OF F ICE
the Owner or the Owncr s
ts, 5ulrc,rntract Dccu-
npproval const tute .c.ep
thoflzec Agent.
TRUCTION CO
o, inqurric: relativc
v
Engineer
I
AKA
ALBERT KNOTT & ASSOCIATES. INC.
84M SO. VALLEY HIGHWAY
ENGLEWOOO, COLOBADO 801 12
(303) 773-8585
INSPECTIoN REPORT oe; qDSt{
tocArloN, Si*bn ZurJ toB No:
rNspECroR. ?nl' (3///ils REGULAR HRS:
CONTMCTED SERVICES: YES NO PAGE
l-/l-Bz
OVERTIME HRS:
OF
STBUCTURAL AND MECHANICAL TESTING
't
Job No. 2 22,A02
' Job Location: Simba Run, Vail
Cxrx AND As3octA?r
o
3
Conrultlng Englnccrt
9oll end Foundafion Englnecrlng
5]0o0 FO, t9. . GLENWOOO Spntt{cs. CoLOFaDO !t60i
CONCRETE TESTING REST'LTS
t
Date Casr: Lz/g/gl
Saopled By: HPCC Conrracfor:
Locatlon: Parking stJructure Footing, 57 + 60 Line
80 + Bg 11t't.
Mix Data:
concrete suppller: Mt. Ir4obile Mix supplrer'e Tlcket No.: 33910 Truck No.: ro5
33913Batch out Tlme: Tirne Cast: 2:15
PI{YSICAI PROPERTIES:
Unlt l.leight pcf Al.r Conrenr Z Sltrmp 5 ln.Helghc 12 in. Dlaloecer 6 ln. Denslty pcf
Concrete Tanperature oF Air Tenperature oF
CyIin der
No.
te
Tes ted
Age Tested
Days
Comp rens ive
Strength (ps1)
rz- L>1950
)d r-f 4370
f,arrrq 1lg 3
SpeclfLed Strength: 4000 p81 ar 2g dayg
CC: HenseL-Phe1ps
Briner & Scott, Architects
JvA
L & M Professional Consultants CHEN AND ASSOCIATES, INC.
Hanq F rry-qr.h I o
't !o
Job No. | 22,BOz
Job Locatlon: Sjmba Rrn, Vail
Cx:x AND AiroctAtt
o
t
Cmrultlng Englnon
Soll and Foundatlon Englnccrlng
lo|0 eD. t5a . GLCiIWOOD SPiltrcS. CO!OiaOO rr60t
CONCRETE TESTING REST'LTS
Date Cast: U/IVBL
Sanpled By: HPCC Contractor:
Locatl.on: Raogrrct Ball Footing - 26'of JJ Line and 36, of 54 Line
Parking Structure - Gradebear 65' + of 50 Line and 85' + of.E Line
339777Mlx Data:
33969
Concrete Supplter: Mt. llcbile Mix Suppllerrs Tlcket No.: 33969 Truck No.: 103
33975
Batch out Tlne: Tlne Cast: 2t20
PHISICAL PROPERTIES:
Unlt lfelght pcf A1r Conretrt Z Sltrnp 4 ln.
Helght L2 1n. Dlameter 6 ln. Denglty pcf
Concrete Tecrperature oF Alr Temperature ot
Cyl inder
1No.
Da te
Tes t ed
Age Tes ced
Days
Comp re ns ive
Scrength (psl)
59 12-18 7 1910
50 1-8 28 4050
Remarks:
Speclfied Strength: 4000 psl at 28 daye
gg; Hensel-Phelps
Briner & Scatt, ArctLitects
'll tl
L e M P:pfessional ConsuLtants cHfN A:fD ASSOCIATES, lNC.
Hans Froeschle
I
.t
Job No. | 22tg12
Job Locatlon: Sjmba Run, !'ail
Cxrx AHD AsroctArrf
Conrultlng Englnaon
Soll and Foundltlon Englneorlng
50E0 RD. 15. . cLEr{wOoD spnt Gs,cot oiAoo !160r
CONCRETE TESTING RESTJLTS
Dste Ca6t, tZ/tg/At
sanpled By: Field Frgineer, HPCC (Keith) contractor:
Locatlon: Footirg, cG, m ancl 55 Ft. of 54 Line
Raoquetball Court ff Line and 30 Ft. of 54 Line (GR. Bean)
Mlx Data:
34050Coacrete Suppller: Mt. lrtrbile Mjx Supplier's Tlcket No.: l1g:: Truck No.: 99
J.tUOUBatch Out Tlme: Tln€ Casr: I:15 34056
PI{YSICTI PROPERTIES:
Unlt lJelght pcf Alr Content Z Shnp 4L ln.
Ilelght ln. Dleoeter In, Denslty pcf
Concrele Terrnperature oF Alr Ternperature oF
Cylin der
No.
ce
Tes t ed
Age Tested
Days
Coupreri s ive
Strength (psl)
51 1?qn
6)-t q
Reuarka:
Speclfled Strength:
gg3 Hensel-Phelps
Brj-ner & Scott. Architects
J\A
L & M Professional Consultants CHEN AND ASSOCIATES, INC.
Iran- Freesel+'€_---
ps1 at daya
c"es' $ib' a3soc trte s,
SO80 Road 154
Glenwood Springs, Co.
INC.
81601
D.te r2/14/8r
ProJcct Sinba Run Condos
Dalty Eepor3 No.
To I, 6 ll Professional Consultants
P.O. Box 726
i-eaEher
Geaeral Flll, Area
Coot ractor rb Egulpreot
App. Total Yardage th16 Shtft
Fro reeu Feport As requested, we visited the site this afternoon to exanine frost
Coltditions. The area to the inte1.ior n€ \6.line hetrveen A znrl FF .bad l6s< than one inch
depth of frozen soil at the time of our visit.6 inch snow d th covered this area.Itre
reconnend the area be Protected fron further frost penetration and obsen'ed again prior to
fill placement. The area to the interior of EE line had about Z to 5 inches of frost
enetration in the western half.l{e rdcorunend this area be c leteI thawed and acted
rior to fill l acernent .The eastern half was entirel\. frost free and should be prot ect ed
L
cc: Briner ti Scott
JVA
Henscl-Phelps
Ptcld Eo3toccr
A;tprovcd !l
Rob lrtoore
St cnhcn A. llrrtil
It'
AKA
ALBERT KNOTT & ASSOCIATES,INC.
84@ 80. VALLEY HIGHWAY
ENGLEWOOD, COLOFAD() 8Ot 12
(3031 773.8585
AKA 1878-1181
December 16, 1981
i
IHenlsel
42$ 6th
Greeley
Attenti
RE
Gentlern
En
on Dece
Phelps Cbnstruction Co.
Avenue, Box 0
, Colorado 80632
on: l'1r. Richard Maynard
: Sinba Run Condoniniums
c.losed are the inspectionnber 8 and 10, 1981.
reports for work perforned
Very truly yours,
ALBERT KNOTT q ASSOCIATES, INC.
RMR: mc
Bud VanHornTin McKinney
Chet Horton
Daye HoudeshellTin Kel1am
Ray Story
STRI'CTURAL AND MECHANICAL TESTING
-_-r--
{
AKA
ALBERT KNOTT & ASSOCIATES, INC.
84(,() SO. VALL€Y HIGHWAY
EIIIGLEWOOO, COLORADO 801 12
(303) 773€585
INSPECTION REPORT 0F: 0N SITE
LOCATIoN: Sinba Run JOB N0:_1_g78 DATE: 12_10_81
REGUTAR HRS: ( OVERTIME HRS:INSPECTOR: pat Coltins
CONTMCTED SERVICFS:
.....-
cofinq,crED sERVTcES; vss AHo _pAGE 1 oF 1
Visually inspected mornent connections on Level 4
covering Lines 7 to 14. In this area all connections were
found to be acceptabre. Three cpnnections were removed to
allow plurnbing of the colunns. The three connections will be
on co ion of we Id]-n Also inspected
25 percent of the ioist welds the same area
aionr of L"u"l 1,"td "1r ut" ror u.."otublu. Th" b"lt, on
STRUCTURAI- AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES, INC.
84OO SO. VALLEY HIGHWAY
ENGLEWOOD, COLORADO 801 12
(303) 773-8585
INSPECTION REPORT OF:ONSITE
IOCATION:JOB N0: 1878 DATE: _LZ/ 8/ 81
INSPECTOR: pat Collins!.E\, IU'.: Pat Uollins REGULAR HRS: 7.5 CVERTII4E HRS: 1iO\/a
20 on level d lines 16 tg 22 on -.evel j. This
coNt'McrED sERVrcEs: xns X NcI(AUT.E,U DtsKvrubs: yrjs n NG PAGE 1 _OF I
jA visual inspection was perfotmed on levers 1 and s covering
level 1 showed
9l . have been
i ons have not
are:20D.20F.
ct io of the rnoment connections on level 3 showed
connecti_ons be in nqed of rework. The connections are:
21D. 20D 18D LTDr 1711. 16H nB4_1_0!,To be able to
F to 20F. the decking will have to be removed.
lumn s lqgs on level 2.A11
cceptabl
STRUCTURAL AND MECHANICAI. ii :.iTII\IG
DATE VIA
72 / 28 / 8t l"lai I
PROIECT
Simba Run Condominiums
1100 N. Frontage Road
VaiI, Crilorado 81657
22 TOV
TRANSMITTED FOR
I APPROVAL
I ) FINAL APP ROVN L
I ) CORRTCT O\ AND RESJDN4ISSION
1 ) APPROVED
i ) APPROVED AS NOIED
x r roa voua nrconos
i ) PLEASE ACKNOWLEDCE RECEIPT BY SICNINC IHE DI]PLICnTE
Flrst Class Unless
Othcrw 5c NotedTown of Vail
Town Ha 11
Vai l, Colo.
Attention:
8t657
Gaty l'lurrain
TRANSMITTAL NO.
NEW st-J BM TTAL
RESUB M ITTAL
PRFV, TRANS NO
FOLLOW UP
OF THIS TRANSM ITAL AS INDICATED AND ]tETURN TO US FOR OUR RECORT]s
oRrcLNAroR Hensel Phelps Conqqruction C
NO. COPIES
1 each
DRAWINC NO,DtscRlPT or..1 lALL ITEN45 €NCLOSED UNLESS NOTED)
Concrete resr resulrs dated: !1J20/8I ,lL/25/8I, ]jJ-1JL9L, 1I/18/Bl
L2/B/8r. 17/16/82r,
1 each Daily report numbers 41.42, and 43.
l each AKA InspecLion reporEs dated: lt/2/BI, I2l8/8L, I2llOlBI ,
RE\IARK5
IHE FABRCATOR HAS RFQUESTID TI]AT- COPIIS BE RETURNED, PLEASE RETURN DRAWINCS (VIA O].]R OFFICE]
(D RECT' TO
Note to fabricators manLlf.cturer's r.pro!.nlatrvcsr ArLlrovrl of lhe matcrial transrnltted hereby, \a,,heiher by the Coniractor, the O\.vner or the Owne.'sAuthoL:cd Ac-"nl sh.ll Lrn.lcr no c rcunlst(rnces a tcr the 'ceLrrrements of lhc crieirral drawings specifi.allons, Contract Docurnenis, Subcontract Docu,menrs or purcNrs(j JF:,ce'r..r for qua ty qua:t ly, f n sh, dimcnsicn, design. conf aurat on o. r.anuf.:cturc no: sha I su:h ;pp,.vat .cnstiture accep,ian.e bv the Contracro' ot dny mct.rd rn.rtc. -ri ., -.o!riprnent not ultimate y acceotabie to the Owner cr The Owner's Auiho;;zccj Aecnt
HENSEL PHE-LP,S CONSTRUC?,!OM CO
1atC:Jt
Return al cop e
ramnraticf fo ssu ng
A I tplX {. c/ InqL flds r. a, vc ,o r-,,
o
At$
ALBERT KNOTT E ASSOCI,ATES,INC.
&|m SO. YAILEI/ HKIHWAY
GltctE|Yooo,coLoaAoostr? _ .
t3@77FSs
INSPECTION RIPORT OF: ON SITE
r Visually iqspected the monent connectj.ons on Leyel 4
covering Lines 7 to L4. In this area alr connections were
found tc be acceptable. Threg connections were removed to
allow plqmbi-ng of the coluinns. The three connections wilr be
inspected upon conpletion gf the welding. AIso inspected -T_
t of the io he same area. all are
STRT.ICTI,RAI. ANO M€CHANICAL TT',iING
INSPEqTION REp,oRT o[ :.ONSITE
co crED SERVTCES: vrs D( Ho PAGE,__1 oF l"...l^-
f,gtqgd-qn levels 1 and S coverin
and deckin
ectign of the rnonen! cqnnectiions on level J shorled
D. 17D. 1711, l6H and 16F. To be able to
F to 20F. the decking ryi1l have to be rernoved.
qg1_!rmn splices on leve1
STRUCTURAI. ANO MECHAI{tCAL TESTIN6
tw
*:
. ..._il_r-
;
1
ALBERT KNOTT & ASSOCIATES, INC.
8{d} so. VALLEY HIGHW Y
. ENGLEWOOO, @LORAOO itrt2(s3l 7t3€586
INSPECTION REPORT OF:ONSITT
LOCATION; Siurba Run
INSpECTOR: Ray M. Reed REGULAR
JOB N0: 1878 DATE: 12/2181
------T-COI{TMCTED SERVICES: YE-s f, No-PAGE 10F
Disgusqed plunbness of steel str
with HP and Ri4ge Erect.ion personnel.
compensate for steel te
the erection envelope when th
normal (60oF) temDer
1t
o
engiqeqlDave Houdeshell an
the problem of a{hesion of fireproofin thi s surfac
ll&_!fgg_e w4 con!4c!_q4 and stated that they do not reco nd
spray-on fire prolectio1r on any paj_nted surface.Mr. Ho shel l
will look lnto th:i:jotenlial problen further.
It was recornrnended to Hp that the erection cables
hlinbness) renain until lhe diagonals are welded full
g"1tloL. Sone iq5aec.Ced strap diagonals have a bow 2-
th.$ lilt not insure that the building remains plumb if t
c_aqles are renove4_ldqtg lle rliagonals are repaired
it!,_l]qudeshell is investigating a process for weldi
dtqggrl4_1,s jn the winter to insure r i sht dia
tenperature incr.eases
STRUCTIIRAL AND MECITANICAL TESTING
arn I it! tlt\_. !-t ..!lq!:,__",L lA t E+
.rr.,tar.laln..r .jn * ln.r.rr,rJL !rv--..-,.J *, r !.- |i-. -
i: -:l --.i - -..- -i -t' - - q--t-^--i--rt.,rrr r:r:lr rrrrrr rr,l.rrrrtrr !:.r!u!!t:qr!!l!) !
{r1i;Lr .1.j . !iLi.,^\\r,ii. i:tir\a,S . ,': 1. !1 R ,t O .', ,1 -r i !1 .
.lrl' l'.', . 22t802
-irb l-r.-aiic::: Sfuba Rutr Vail
Field Fqireer (Keith)
Parking Structrrre, E Line
Mt.lsile t4ix
55 North 110'
il:::iie:ts lic!:e:
l.i.: Crrnt€nl
11 .4-rA:6t
.i:r:s:pe:-at'.rte
Truck lic . :
i::
lrF Or
St ':::
ie:',s i i'.'
**rgx "*rug AgEryctArgg
Con*ultlng Englnosir,
Sol! *nd Feun#rt!+* Englneering
5080 ftir '1!,t . GLf irwooo SlrRtnu{is, coLoRADr B 1601
C{lliCREIE TES:lSC itESULTS
.iob )io " : ji, S,Jl ilate Casr :
.Joh Lcr;tlrvr: Sinlre Run, -r;a_i.I.
SanpletS 81".: ITPCC
Locat i.:,n; Ralr3ue{:
F;rkin;r
$iix Da t a:
Coric.;ete Supplier: I.'lt -
Bacch Orrt Tine:
F}TJS IC*I P}iOPERTIES :
Unit Height:
iie 1gh:
Concrete Ter.'rperature
Ii:j i. icc';i:-.q - 2E ' of J,l
Stl:uctr.rre - Graiebca:r 65'
i"ebi.le i.l-ix SupplLer!s
?lne iesr-:
Con ! rac to:' :
Li:re ano 3ti' oi 5,i
+, oi 60 Li::.: ar":d
33e177
.ti9bj
Ti<:kec tlo.: 3.i968
339?5
L2/i) i3L
Line
rJ) -r Ci . .1,r] t J-i:3
Truck No.: lOi
Slu*p 4
Densit y
pcf Alr C,Dncenc Z
-1-? 1a. i)Is:erer 6 In,oI Ai-r Tenperature oF Pef
Cy 1 irr rier
lio.
i,;: i c,
Tes t ed
r-_-:--.i:i age ! esLe4
I Dais
ffi
I str"ngth (psl)
-*i? - --.| "", .^i*_ *._ .r;-r8__1910
. 50
----.
al
Xgmarirs :
Spec!lted Str*ngth: ltqq z&psri 8t
\-nai* Ai.i, -;-55+CiAi i5
Ccncultf rg f ;igl;isct'
:,icif .;ni: F{ti;r'!caiicn enqineaiino
-' -, r-11 r:1 . i: l\', -jaa i;n:;,;.:'3 ;OLOFA!'\'\ Fli.,'!
. (r\.(ri;.ii .i.::.i)i.r \: Si.:.1.S
.lrrh )ii'. | 22,802
.'.'h ;-.-.'itl j.':'.: Sj-rba Ru1, I,'aiI
Field hgineer (Keith)
ParkJng SLructure, Grade Beairr,20' 56" Line s 70r of ff Line
JJbU /
J JoVZ
33689
11Aa?
T ru- ii 1...)1t. Ibbile liir
.1. i: aor-. ! ca t
lla:etc:
.'. r - ra-:-,F7ai!!rp
Prrl;|5;
;:. fFlfird Etrco3th: 4000 - Ptl tt 23
*:.#.+':,--.,.
L e trt Prpfessional Oqrsultants
Si:: :'- l;: ' .
c?
1Ub
ller:i i i -.'
ctrElt AsD ASSOCIATES,
-tlans Presdtl
,t:.r
i)(-:
.-
IBC.
Co:p rer s i.ve
Strergth (psi)Age Tcs te
TesLed
drte
*
tl s- .-tLrFl! !-€ AF!--?t .€.!:!.:Lle i ?:
r\, r 1 _-, 3l : 166 Enalnrirrr-:* "' - --'-"'t
-_ -:i - __ :' _-._._..-i!-- -**:- .a.i*--: t::r .-, : :ir .- r-.:ii i !.-;dri!1_, | ! E l lr:!.: :f=! !! !H
{....r . rr I i.t . ! r_ i,L!,. i_rir'r ::r: a.!i,':s a.\l i}::'ll)i t !64!l
.l+h \-t'.'. 221802
.Icb Lccr::.icn: Simba Rrt:t' Vail
.l-: i. - .'S
.rj..i i:.isi 1 LVLE/8I
rr--.,-^t-aF.
+g0l
Sa;pi cC l;.':
L.1.'3i ir-n:
Field Eqineer (Keitn)
Paridrq Str:ucture, A Ltne 59 Lire
-'.lis Dat a:
Concrete Suppiicr:!tt. l$if.e Mix
Satch dut l iac:
Coacrete TenPeraiuic
!1c ;
OE
S'.:pp ^ ic':' s Ticke:
ii:it Cast: 3:00
Air CJntent
:1!A.ge C€ r
.irr ?esPer;:turc
33509:;i'.: 33500 Truck No.: 1gP
33500
s1r-=a 3 3,/4
lecs 1t:.'
l'n.
t6
Op
Crr:x exo AtroctAt
a
It
Gonltng Engftrrlrr
Soll md Foundrtbn engfirre*rg
SotO nO. 15. . 6LC{|OOO stttxcs. COLOiAOO tr6.rt
CONCRETE TESTINC REST]LTS
Job No.. 22,802
Job Locatl.on: Sjnrira Rgn, Vail
Srupled 8y: HpCC
Parking Stxuctlrre Fmtjrq,
Mt. llobile Mix
pcf
12 la.
a?
Date Cast:
Contractor:
57 + 50 Lirc
80 T E U.rE
33910
33913
12/8/eL
lnlct Uo.: 105
ln.
pcf
Suppllerre Tlclcct No. :
Itae Casd: 2;15
Atr Coat.nt
Dlct.cr
ilr fqercture
z
6 ln.
01.
Slurp
Dcaetty
eaEx Ar*s AsSQcrAYEi
Consultlng Englneers
$o!l arld Founddlon Englneerlag
50tO RD. rr. . GLSXWOOO SI-FIIrGS COLORADO tt6$l
iob )io. | 22,802
Jcb Loc;t j"ca: Sirlba Ra1, Vail
Sa;np le<i 3;.' :
Lo cat ion :
P}IiS iC.{L PROFT,IIT iIS :
Iini: BeiFht
ri-*-^-->..',.
vLrllL I < Lr r,er..is-..r, rI c
Ilix Data:
rr^L.: 1 - rf:.-|.,UIlLiC!<_ JLtJ /-^C.. I'la-. r'r-4.,/.r.iE .'r..4
Sstrh Out ?ine:
Cil.{CIi:: : a i:aSTi:.'G R.ESL:LTS
i:1lii CisL: LL/L6/8I
33449
33442
33452
c.,nnr{arrr ?ic!-ei :;o-: 334_19"-'r r---.
33446
- ?_ - a--. .
field Engineer, lGith Contractcr:
Parkirq Stnstrre' !qa1l Elev. 26-5, 56 Line + 15' of A LirE
Trrrck No. :95
t),^ i A:: tlt.n t enl
l: a:c !.€r
3ir T6-n.--!'::-.C1
S 1u:p
Densi tl':cf
Cyi !-n ier lc
Tested
A2e lested Ccrp rel slve
$trength (ps1)
4q 1)-1 3400
qo 12-14 28 3870
,,.:: ,-- Becarlta-:
..-__28--
iob lioO-_j-1,
ProJ cct Sinba
8ll
(.,'l ir'l\i :{li i,= .\:ifi:)6 ;.", ii:';, i'ii : .
.5{lii.! il.r.:.1 1 5.i
,,i,,. ; rrrr.:,,.,.: \!f1 '
T.l, G Il Profc-s.qirrn:i I (l,r;rqu I t;rnl
11 :3
Run Condos
P.0. Box 726
Vail, Co. .q16-5.:At tn : Ilr. Rar' 566ty*-"-'l---D,rlly Rcpore :r*o.-lt
i.ieslher Teap;
Geeeral Fi.11 .i;ee App. Total Tardage thls Shifc
Cca t rac!or t's iqll!:elC
P:-cgress Repc: t Area no
compression test ing.
JVA
Hensel- PheIps
ffcfd bjlll.ar - Uitc liewl.e"4r--
Aaprovrd lv Stenhen A. llnrvn
r'fir.,\I ..' rt ,.:!\r.l\lit]
-'L',;1.' i\L::i.r : -) l
!,.{ '.ii '.1 r",..: .)i}!'1,:l:, :.r;
TJ, $ l.! [)r'of e-s-q i oli;r I t]oils ltiint.s
ihi'.
Job Nof Jl.8(ll
D,r tc r 1/30/sl
ProJ ect S i mt'e Run Condos
P.O. Box ll6
Yail, Co. 81b57
^t
t ir : Iqr. Ra\. St.)T\'.1 ')Dally Repcrt lio.
'iealher Tcap;
Geaeral F111 Area
Ccr'.iac'.or' a Equlp,eat
App. Total YarCage th16 Shlft
?:'egre s: iepc rt Area not read for final ohsen'at ion or testing.Trgo concrete c1'l inders
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Td- C l.i i'fir{'r'ss iuiral C,,rr:..i;:iiiirl s
Date lJiiiBl
ProJ ect, Sir,rbe Rrtn Condos
Datly Repcrt r-'o.43
I'.O. ts.r-t llt'
Vai l CLr. S1tr.q:.\tin:Ill'
L'ea'-her ic:p;
Gererai F1i1 Are-a
Cce i:'ac:c: I s Equl;,=eaB
App. To tai YarCage thl.s Shi.f i.
?rcg:ess Report l{e arriVed at sr.rb-i cct sitc as scheduled. Exca','ation for perimeter footings
at the Nif corner of the parking structure Ncre cr:nplete, ilard sandstone bedrock e.xtending about
55 feet east and SrJ fect south of thqNlr' corner r<as eJltc-ied 4t t[ourdil t]LoI level. ancj s]rould be
suitable for founCation bearin Cut denths tc an approxj-nate naxinrrn of about 30 feet r,.ere
requlred to rea
PI'Lor' Lo soncrcte Placemen!.
''"- t'like Ne*beHenseI-Phelps
t
Project Applicatlon |l
Proiect Name:
Proiect Description:
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lol Elock Filing Zone
-
Comments:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Summary:
BrStatt Approvat
I
DININA Fcg$
qtdtnq a/aad 6k, rb
be repdn? u/1%!wtdtfi.lc*P'ulau '
g/a1<2Phe/t,
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briner/scott
architects
143 e rneadow dr.
!€il, colorado 81657(303) 476 3138
WDPrcpl
ill
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'sanlh w{tl rcpt4cil4
+eanal gneJco*cltar,
1-M4/A/a24.lu*ryrd
brinerlscott
architects
143 e meadow dr
!"i1. colorado 81657r30sr 476-3038
PffirwL @rltu- VWVNnON
9lr'19A -WN Ca Nno H N,utu1- T/3n7t t- ot - ta-es
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architects
i
143 e meadow dn
vaiI colorada 8iS57(303) 476 3C38
5ri49h PLJN bpw4tNtvl4
ottc*aecarncrta/.ry'r"f
barrx &r arlt./*'tffi/ Avs
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PlloPar@ lutuhtYH4Pre
Project Application
Project Name:
Project Descriplion'. (-:) d/ 0 r't ,'t't'\tt; ,tt
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lot
/ .-. ., i .'vL I
Design Review Board
APPROVAL DISAPPROVAL
+. .l li --Ir'. , {: tt
Town Planner El Statt Approval
Date:
/Lt[oo]ication
Number,{ "n
SIGN APPLICATION
Fee Paid $2o. o0
Name of Project Simba Run Resort CondominlumE
Name of Person Submitting Bob Netson
Location of Project 11OO N. Frontage Rd. W.
Description of Project Condominium
Date Sept. 26, L984
Phone 476-0344
The following inforrnation is required forto the Design Review Board before a finalSign submittal fee is $20.00.
submittal by the applicant
approval can be given.
A. Sign Material
I e.qrrer coated ( 4 coats )
B. Description of Sign Individual letters spelling "Simba Run"
oot horixontall out r# from concrete wa11,
o ref lect from bel-ow.
C. Size of
Max. 2 feet tall by 10 feet wide
D. Cornents SiEn is designed to cover exact dimensions of
exist in sien that rrqas f ormed in the concrete wa11 .
. MATERIALS SUBMITTED I,IITH APPLICATION
l. Site Plan x
2. Drawi ngs sfi6Fiii--wi ng exact I ocation3. Photographs showing proposed locE-tJon-l-X4. Actual siqn5. Colored sial-drawing _-x _6. Photograph of sign
Approved for DRB Submittal
Disapproved for DRB SubmittET-
srgn Administrator
Sign Administrator
b
luttn u l|flI
75 soulh fronlage road
vail, colorado 81657
(303) 476-7000
'1984
olflce of communlty development
April 12,
Ray Story
L & M Professional Consultants
P.0. Box 726
Vajl, Colorado 81658
Units
Dear Ray, <*--.'
Please find enc'losed an unsigned copy of the employee housing
agreement we worked on a wh'ile back. I checked our records, and
never carried through on this for some rea5Nt.
I greatly apprec'iate you (or whoever is appropriate) signing and
return'ing the agreement to me promptly for record'ing.
Thanks
Ass i stant
APP: bpr
Encl .
PATTEN, JR.
Director of P1 anning
December 29, 1983
Town of VailBuilding Department
75 S. Frontage RaodVai1, Colorado 8L657
Att: Steve Patterson
Building Official
T.O.V.
L & M PBOFESSrOwAI corvsutl ttrls, ,rvc.
. /4e( $6*
,uW-
Re: Simba Bun Condominiums
Dear Steve.
As you know, we have been unable to continue construc-
tion on the West Building, Phase II, of this proiect due to
the current economic situation. Our constructi.on work for
Phase I of the project was substantially completed 31 July
1983 with the completion of landscaping. We have two or
three minor items of landscaping to complete, but for all
practical purposes construction has been suspended for five
(5) months and of course will not restart until Spring/
Summer 7984.
Because the project has been three fourths completed,
on time, and is at a reasonable completion point wlthout any
open or partial- structures, we request that the Bullding
Permit start date for the lfest Building be extended to 31
July 1984.
Ite do not have a magic answer to the current economic
situation so as to guarantee a start of construction. How-
ever, we are pursuing several avenues to a11ow such a start
by the requested date of 31 July 1984. The loss of our Bu:tJ:dt
ing Permit fee would significantly damage our chances and
therefore we are requesting the extention,
Your consideration of this matter is appreciated. Please
advise us of your position regarding our request.
E. Story
1221 Prospect Strcet, La CA 92037, (619) 154-3213, Telex 69 @32
6-
6-
tl
,J
Vail Spa Condominiums, PO.Box 726, (303) 476-0944, Vail, CO 81657
3Erfi
.d_:h. I
ilJ ,t
.TEE €S,
This is Lo certify tha.tprojecl- has been testedjursidication codes:
PROJECT NAME:
Tenrporary C.O.: 3-8-83
8Ff C,
CERTIFICATE OF COMPLIANCE
the Life Safety System at the r-ollowjng
and inspected, and meets NFpA and local
Simba Run North
CITY/STATE: Vai1, CO 81567
395 Yuma Street c
Project
Donvsr, CA BO2Z} e 303/778-Oi33
*4 ./hnager4l -jy'z n.... - a_.-_,-z/-----i--t-----="" -----Jen- ielco, lnc .
e Fire nf"rJ
I Video
r Sound
c Signal $ystems
o
416-2200
,.;i
a i
lsrn
42 W. Meadow Dr'
Vail, Colorado 81657
Date ser'ved :,zZ-z Dat€ ol original insPection:
buildingaddres s: //6o ///'=Ad2efRJ
Building name:
Building own€r:Time served:
t ?: {oz!'a s
Vail Fire Department
CORRECTION NOTICE
THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING:
tr uNlFoRM FIRE COOE (U'F'C') VloLATloNs o
tr NATIoNAL ELECTFIC coDE (N'E'C')VIOLATIoNS
tr NATIoNAL FIRE coDES (NFPA) vloLATloNs
<nzr7y' "' ut ;' g.'7- '' ' - =r/a'a
ctzs- 4Z'' 'J':l ' '
ACTION REOUIRED TO CORRECT VIOLATIONS:
tr
tr
SAFETY VIOLATIONS
UNSAFE PRACTICES
OTHER
/4
crrEDcoRFEcrloNSsHALLBEcoMPLETEggv' 4"F' A'M'/P'M' Date:/Z't 7-s 'z--'
rlr AccoRDANcE wrrH c.F,$.32f'3!1-Sl.o. u-qlJ'zrls*3j1llU-r: Lo"Y
tlkl"o'",R1",1*t HlH;J+ilt"ss,t"?tl?txllliid1'tj!IH333iit.^""',,Vlt'?l;';111'"T'H33'"iTi.1i!tiiiiliiliiiirhlliiiiJl':l,n*ti"* *iln*,:,X;4r'.;5ite*:i$sai?i5;:l;:l*"."s"*:Ji",ti't!ldil'!-Ei,s:^iiilil!?fuxi:it'$r*lll5i*ii:tls"ttl"i?!,"Jilbnii'ic;iJoFiii u-r.c. 1s82 EolrloN' wHlcH MAY-llr-cLuDE YouR ItErNt' r)r,Er' ^ i;Tiir;;totiiibis vou wrLL BE su''
couNrlf couRr FoR rHE vroiliioiiil'siivii'picrrreo. upo A FlNolNG oF GulLrY
r-:6 io rne peNALTlEs PRoYloEs BY LAw'
BUILDING OWNER/MANAGER:
FIRE DEPARTMENT OFFICER:
!:
'.].
lrt-
,.. --.' -<-€ aa? s /'t t' - c',p,T),__rn_*=
(fn|.l
l
j
t
lorn
42 lU. Meadow Dr.
Vail, Colorado 81657
Vail Fire Department
CORRECTION NOTICE
Oat€ of original inspection:
Buifding address ' z/'/co 'J z-"!' -z'
Time served: 'z{" Jo/"s
476-2200
Dato ssrved:I?-z5:;2--
I
f,,.-rz.a." Z?".JBuilding name:
Building ownar:na'-' / f :'tt,<!/
THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING:
tr uNtFoRM F|RE CODE (U.F.C.) VtoLATtONS tr
tr NATIONAL ELECTR|C coDE (N.E.C.) VTOLAIONS tr
tr 'NAT|ONAL FIRE CODES (NFPA) VtO!_ATtoNs tr
SAFETY VIOLATIONS
UNSAFE PRACTICES
OTHER
OESCRIPTION OF VIOLATION:
,-Z* tsr;e. ,4r - ..(tzt
,.::t a -:- 2'a Zr';l'J --71r, - '. '- -
3
I
t
ACTION REQUIFEO TO CORRECT VIOLATIONS:
Ya-! ! lt
{./^-*-/oe --z' .*t'r,, - r.,azz ca.z<,-" .)
7tz.:-.,,. ..) -.-, -zge>?- "
:- 1:..u, s ..4221-a--/ .414:
Au.
'aJ'21 -.13 <,:Y aw-. d) i ' ,tx<./&4
7
f '!E / -A--=, , -.,- S z o--;J /7r p-,4 ./_-...<,e 4*-/4r .,/.* 1_
"i ll5- -l7t a,.-\.,/...t7? t/.-7 L,,.,ts 1 .,a..,-..c J
'r-+4 2.-/ t L A..+"'t.:r'? .r2,,., J- zt/? l'{-r?s 6 *>-r-r>.-t,^z ..Yeat?,
C rlc--'4' C,o.,r..4,2,. .r Za4,C,->r Ca, -+ -r )>?e- rz FrJ ,4 . , ..'a>2/ 2 L
CI ED coRREcTIoNS SHALL BE CoMPLETED By.,eC. *s." *7 t'.:> t )1 E2-
r5:z z;
rr' AccoRDANcE wlrH c'B's' 32'5'33, THR-oqol oz-q-om-1rszst tr you FAIL To couply wrrH Tl{rs coRREcnorir r{orrcE oN oRlFrynE THE AaoYE STATED couplerroi DAiJ Yon;;;tLURE wtLL REsuLT rrrr FunrHFp A.Tr.r^r qE'ra ?^y.rlFrynE THE AaovE srArED coHpLEnoN bAfi you;WILL RESULT IN FUHTHEB ACTTON 8EII{G TAKEN UI{OER THE,:l?#:iT:,PJir.'5u;lf;ll?..5Plll9gytttct-m{.rlCiir_oi'idijR dffi;iii,tliitlril#;,tlt"o'"'i'ii'llil'ri"""'o.'"'"cout{w couRr FoR rHE vtoLArroNs rbove ipE.iiiuii-u-fr-n'iEld;'itHti:i#i?111J;,Jl'fii5i3i$"1"',ll"fft,ff
;- JECTTO THE PENALTIES PROVIDEO BY LAW. , -'__'----
AUILDING OWNER/MANAGER:
.FIRE DEPARTMENT OFFTCER:----€-4_-"2fstgnanlnt,.7'.s/t, ----*'
,. aSEn t.at
vi: .
t
l--tt
. : rtF<-c!.!rf ir!r.!&1i!ilfiu-:,:.45_.1r.!r:,,iirf +n,,i!:
(rm,
hrn
42 W. Meadow Dr.
Yell, Colorado El657
o
.6.-',Ea_
a
N
t-Yl
t'
,zr/- rf' ; z',"/4
Date served:
,j)trtz 4 '-oJBuilding name:
Bullding owner:
j-'' ':t4 ,
Vail Fire Department
CORRECTION NOTICE
Date ol original Insp€ction:
Buifdingaddrdss: t/cc z./. z:-.:-.- .'" |.. *., d.
Tlm€ s€rved:
476-2200
TH]S SUPPLEMENTAL REPORT COVERS THE FOLLOWING:
o uNrFoRM FIRE CODE (U.F.C.) VIOLATIONS
tr NATToNAL elEcrnri cooE (N.E.c.) vroLATroNs
T] NATIONAL FIRE COOES (NFPA) VIOLATIONS
4/ "/ ti
tr
tr
tr
SAFEWVIOLATIONS
UNSAFE PRACTICES
OTHER
DESCRIPTION OF VIOLATION:
27) C.i;t'-|4 ////.h-/ e-ZK.-,- ,P-.,t,>;+ n/..,-, Dazjrz.' s
e S) a1n,s.'<- .f,^-'.-./'--'- z-J' az<tc- i€.'v7,'/
.,-Ql C-a-zr.?., .- -' iic.'/ .,tJ.?,| -t.?ft2:-"t-, {',2- ..>-..- .o4./.t2..> :.:;'-2 +?-
ACTION REOUIRED TO CORRECT VIOLATIONS:
clrED coRREcloNS SHALL BE coMpLFrEo "".'
Jl::-"' :c''"' A.M./p.M. Dare:
''- /)? < -:--
^ -'-,,--, !-- d'-. ,) r' 2 \- ';
lll AccoRoANcE W|TH C.R.S. 32-5-3it7 THROUGH 32-5-343 (1973) tF YOU FA|L TO COilPLY WrTr{ THIS CORRECTTOT{ NOTTCE O.{ OR
SEFORE THE AEOYE STATED COMPIETION OATE YOUR FA]LURE WILL FESULT IN FUFTHER ACTION AEI G TAKEN UNOER TXE
?ROYISIO S OF THE U.F.C. 1979 EDITION, WHICH MAY I CLUDE YOUR BEING ISSUED A SUMUO S TO APPEAF IT{ MUNICIPAL OB
COUNTY COURT FOR THE VIOLATIONS ABOVE SPECIFIED. UPON A FINDING OF CUILTY OF SAIO VIOLATIOI{S YOU U/ILL 8E SUB.
JECT TO THE PENALTIES PROVIOED BY LAW.
BUILDING OWNER/MANAGER:
FIRE OEPARTMENT OFFICER:.. lstn&r,r,
-t'" "" '' f/r,
Vail Fire Department
CORRECTION NOTICE
Date ot original inspection:
Building address:
Tlme served:,,.' J>. / ) ' ./ .4' .'
178-2200
,:r',
hm
42 W. Meadow Or.
Vall, Golorado 81657
.' . . /? .- "Z--
Date rerv€d:
.' "--.<tez,; - .," -"r
Building name:
Building own6r:
THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING:
g uNrFoRM FiRE CODE (U.F.C.) VIOLATIONS B
tr NATTONAL ELECTRIC CODE (N.E.C.) VIOLATIONS tr
tr NATIONAL FIRE CODES (NFPA) VIOLATIONS tr
./t"F
.,t -
;: .,
-- -..:) '.' :a/
SAFETY VIOLATIONS
UNSAFE PRACT]CES
OTHER
D€SCBIPTION OF VIOLATION:
A/,/2."/.'--r,. --O,;-J .//--e- da'"/ z:&/-.2, t ...4): '-.. -a././' t..1- :
./d ) /.u: -*-.- a. r,--,/zj ".J'
-4 <7/|/e-a'; aa-a-- S a,.J-; -{':5
t z\ /-4a'(-?. s-y2. (//i 4-/1s S .
./5) A,,r./-4 /i4/.,.1-.4+ 6 a . .L/.r.-,.J -t <=atld/::i -:-'i..-;o.."-24(..-.
r4 C;.-n ..-'* ,.- /' -' I l-/r't.,/./i:J. r:2,7-z'--- t.-al.; .:.,--..>,i.,a, :,-v'
,.-^.t' .1a:..i .zJ.z>, &u.-'--'/g$ *7-u1 ;.., ::.,it.". -r": .Zc\ :.=,. --t- /:.Lrt's /4 c;,-. '')'
.;-. i,,,t :. 4 /',.,,.'.1.
ACTION REQUIREO TO CORRECT VIOLATIONS:
//< -7
-ee w!- 71ae../7.
-:- 3 ) z/" s -r- .-.:-,-=.: :r...- -:.-- \c? .i uli,. i ,+ t:'' ,'." "
... i' ../z>{-*t'/;',- "r' , ;-.:t',/n' '.
3l ) //--. r-> -, .7)r?Ptt -,- ->l'''..//,-,.
<1y' ..a_ .'/( . . ) z1t7t 4 .4 ? :' " -- "; I
29),2,4^ -..2. ,/p+-,..'- ,:--..,;4 a.-.. ,na....-: <>,-,2 .---.:?' -:-,-.Fi'
CITED CORRECTIONS SHALL BE COMPLETED BY:A.M./P.M. Date:
lll AccoRDAlilCE WITH C.F.S.32-n-3it7 THROUGH 32-5-3a:t (1973) tF YOU FA|L TO COitpLY WtrH THIS CORRECTTOI{ NOTTCE Ol{ OR
BEFOFE IHE AEOVE STATED COIIPLETIO DATE YOUR FATLURE WILL BESULT II{ FURTHER ACTION BEII|I(i TAI(EI{ UT.IOER THE
?ROYISIONS OF THE U.F.C. 1979 EDITIO , WHICH IIIAY INCLUDE YOUR AEING ISSUED A SUM ONS TO APPEAR I MUT{ICIPAL OR
COUNTY COURT FOR'THE VIOLATIO S AEOVE SPECIFIED. UPO|{ A FI}IDIT{G OF GUILTV OF SAID VIOLATIOIIS YOU WILL BE SUA.
JECT TO THE PEHALTIES PBOVIOED BY LATY.
EUILDING OWNER/MANAGER:
FIRE DEPAFTMENT OFFICER:
'L 'ali'-'-. (Stto.tut l
asr0'r.tu r,
lur
42 W. Meadow Dr. '
Yall, Colorado 81657
../ ,z f c L
Dato sorv€d:
Vail Fire Department
CORRECTION NOTICE
Oat6 ot original inspectlon:.. '',.4
Building addres "'
ui' 't :s ,. ./ ..,,.: .j1" / . -. , ' -^ .
TlmessNed:"./.j,
476-2200
Buildlng name:
Building owner:
THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING:
tr uNrFoRM FIRE CODE (U.F.C.) VTOLATTONS O
tr NATTONAL ELECTRTC CODE (N.E.C,) VTOLATTONS E
o NATTONAL F|RE CODES (NFPA) VTOLATTONS tr
lf '/'1t'o''
:
SAFETY VIOLATIONS
UNSAFE PRACTICES
OTHER
DESCRIPTION OF VIOLATION:
R, '.. , i ?e--.;s a>.t fi{,/-72t zl*..tt /* ;i.(-<..7 tc-.,
b Jb<'e .,rti r-.r: '-J as .<.,er ,.,-;.,,J--- f=zf .P
/8 .,,? .// 5 ^'/ <'t,/' .c-.r * S ,* , .'Z .''C,/'/ <-' i t- -12+z-i 7e'--i 't't<:.>../? 1
.o.o' J ./: , 1.- ..1, "a,,,"/,,a i;? g
F \ /- ,t. - {/J< . ,:a. -.'/y'rsr-..'^ --q-' /sr: ..rt.J .,:, G ,. ,). * 4,'
c7.'. .-t"/-..2 ,;- ,4u..-',.
Zol /-a-- I ;.t.: -tQ 2 e.--i' 6,,{ z-...-- ..t:'zt ;-z: .y''.1-S
ACTION REQUIRED TO CORRECT VIOLATIONS:
,//\.Z-v,- . ...s- s..2.,. .* 7.s-,..-/r 7,n/;t: -l'<t-rc--Ir,..:--L'<--... J:5;4 /:..
'oC,:,1 n *J ..e'.i -1-.:.,:- ,1J,.tt-z ,:.."-.r.,. ,.-i,r.; .
,/3,) /* r --.,. t I C a;,. ,-, .., /- .-,:-/-:, -_n-z/ a-d -.y...--= -4.rr ?
,/t/ ) {...- - >.1,J)',?:.)..,i ::,-.\. 7l' 1/r "4r.*.> 7i i} 4
d-o,.-' --..o.,
r''/2.--.:.21-z-414.-..'-.,.i.|.-.o,-,:.'z.y'.-....'.u{
,/!') /n.r.- r: y'rn-r.,J. .,t e4,.r,'n4S ,:-.,.--i'/.,/ , j,/t r//, ti a t9 9,;-
CITED COFRECTIONS SHALL BE COMPLETED BY:A.M./P.M. Date:
Itl AccoRoAt'lcE wlTH c.R.s. 3'l-5-3N7 THROUGH 32-5{43 (1973) rF yOU FA|L TO COflpLy WtrH TH|S CORRECTTOT{ NOTTCE Ot{ ORBEFOFE THE AEOVE STATEO COiIPLET|O DATE YOUR FAILURE WILL RESULT lN FURTHER ACTIOi{ BElt'lC TAKEN UNo€R THE
PROYISIOI{S OF THE U.F.C. 1979 EDITION, WHICH MAY IflCLUOE YOUR BEII{G ISSUED A SUM O S TO APPEAA Ifl UUNICIPAL OF
GOUI{TY COURT FOR THE YIOLATIONS AEOVE SPECIFIEO. UPON A FII{OII'IG OF GUILTY OF SAID VIOIITIOIIS YOU WILL BE SUB.
JECT TO THE PENALTIES PROVIOEO AY LAW.
BTJILDING OWNER/MANAGER:
FIRE DEPARTMENT OFFTCER:../,, '-- ...-- . 1,7''/:'
1994.ru..,(flt.t
o
hrn
42 W. ileadow Dr.
Vall, Colorado 81657
Vail Fire Department
CORRECTION NOTICE
Oatg ot original inspection:-u/a
.r.3:t-t--
".
-:
416-2200
Drte s€wed:.t/,tf- Z Z
Euildingname: j)'atrt'i z2'^/ -tvs:"ii4r Buitdingaddres:
Buildingowner:,z'--r 2t -f/?2 /Tlme served:
THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING:
tr uNrFoRM F|RE CODE {U.F.C.) vtOLATtONS o
tr NATTONAL.ELECTRTCCODE(N.E.C.)V|OLATIONS tr
tr NATToNAL FIRE coDEs lnree; vroinrrons tr
7;us€ /
if::;..
:/
SAFETY VIOLATIONS
UNSAFE PRACTICES
OTHER
DESCRIPTION OF VIOLATION:
,,/-t.tp " e i.' :z -/' ,ti -x ,/-fJ?- ^-'co,&zn'.r.,'--,>--l-. - r '-,,
ACTION REQUIRED TO CORRECT VTOLATTONS:
t ) ,z.rn ..-- /..a;' /yJt-.'----s cce-za.*J -/4.-.
.-5-' ' /.L/ 4.,w-.. c,.14a-*. .-- .a,,.., ,
.C,.22.1i i a--.
" ) .,/rt ,..-.-' y'.:1 €,?.-.?jr,,.J -,<-/.. ,,-a--/ t/c',2/'. c:...-,*.5 AcVto,....<,-- :il--zz *;; -
e/,-.,. r.,z--"-q -r -.J V o-.zc-/ ' 44./C f..:,?.<., - r,t' " oa, 4,tio'- 4^--
./l7 rt"-'' 4,.?1-c--r,./65 a-F g.c: c ..l./e<rg .fd;=.-A--d...4r-..,-,<.,:.4<-
.zic-.-:---. - z" /.:---,r -, /rla .2.'-4-':-.- 4:z/o a.< 6 6., ,r:L.:.q;-s,./,,-.7!-.. t.<
CITED CORRECTIONS SHALL BE COMPLETED-By: A.M./p.M. Dare:
.:7''At./ .'72?-a ' ' '^ "- --'f i,:c /5-:./ Z-
tx rcconblrcE wlrH c.B.s.3,l-s-grz rxhoucr 32-s-3r(t (1973) rF vou FA|L To comply wrrH THts coRnEc?tofl rrtortcE oN oRSEFoRE THE ABoYE STATED cotlPLETlol{ DATE YouR FATLUR€ wtLL REsuLT T FURTHER Ac otrt BEtt{o rAxEr UNDEB THEPNOYFIOI{S OF IHE U.F.C, 1979 EDITION, WHICH IIAY II{CLUDE YOUF BEII{G ISSUED A SUIIUOIIS TO APP€AR IN UNICIPAL ORCO,UI{IY COUBT FOR THE VIOLATIONS AAOVE SPECIFIEO. UPOI{ A FIr{DI]IG OT OUILTY OF SAIO VIOLATIO'{8 YOU WILL BE SUB.JECT TO THE PEI{ALTIES PFOVIDEO BY LAW.
BUILDING OWNER./MANAGEH:
FIRE OEPAFTMENT OFFICER:...4'.--41?' "fyry!- */,t',.-,. -Za/.t-' ') 'a'
_" -'-a- !*i,tr*rfirrnDFcillFllA:qEs!!4rr!.:F:n'G*k4
lSl'/ndlnt Iflrt
.-..,-.-j--.
brinerlscott
architects
143 e meadow dr.
vail colorado 81657(30s) 476.3038
January 7, L983
Gary Murrian
Building Department
Town of Vail
"/RoIJ,.ING FIRE SHUTfER AT STAIR #8
Dear Gary:
For my records, I am writing to confirm a deci"sion made by us at a
jobsite meeting on December 30, 1982, concerning the above referenced
subject. As you know the sliding glass door (Type A) in Unit No, 2ZOs
(North euilding) requires a self closing fire assembly with a three-
fourths hour fl-re protection rating because of its proximity (within
81 feet) to Stair *8 (note that this is the only openi.ng affected).
It is our i.ntention, as we discussedn to flush mount a three-fourths
hour class "Ci rolling fj"re shutter on the interior side of Unit 2205.
The shutter will be eguipped with a magnetic release holder to be con-
nected to the unit sroke detector system, which, vhen actj.vated, r,,ri II
drop the shutter into place over the sJ.iiting glass door. The brackets
will be recessed into the ceiling with the recess being U"ned r+ith L"
Type "X" drywall.
If this is not how you interpret our decision, please 1et me know.
Sincerely,
Tt'--K-1!*--
Tim Kellarn
Project Architect
r}r./th cei Uike Uccee
Gene Rlsacher
Ray Story
. O. Box 10O
ail, Colorado
APPLICATION FOR
CON_D0MIN IUM_/T0I{N[0USE PL/AI REV IE|aJ
A. NAME OF APPLICANT
PROPERTY OhIN
SIGNATURE
a Run Associates
sl_ona
a Run Associates
PH0NE 476-0344nsultEfrTElTfrEl-
PeuPPttJttttwLoT_BL0CK C- suBoivrsr0Nf?rz
ful
F
tr.
1. Three (3) copies, two of whfch must be mylars of a site map followinq therequirements of Section t 7..|6..l30(c) I ,z-,3,4,6,7,ti,9,f0,ii; i5'iil'i4 #=the Subdivision Regulations.
2. The condominium or townhouse plat shall a'tso include floor plans, elevationsand cross-sections-as necessary to accuriteiv cetetmine-inaiviauir-iii-ipili",and/or other ownerships and if-the project wls-Orif t ,rtrtrniiuiit ;h" ffi;'as the approved plans,
3. A copy of the condominium documents for staff review to assure that thereare maintenance prov'isions included for all commoniy ownea areas.
APPROVAL PROCESS, REVIEt,I CRITERIA
These can be found in chapter 1l,zz ot the subdivision Requlations.
FILING AND RECORDiNG
The zoning administrator shalt be the final signature required on the plat sothat the Department of Corn'nunity Development will be-responstnle for oi"omotivrecording the approved plat with the Eagle county it""i-ina-n"io.a"r.'
MAiLING ADDRESS _ lt.eo N. rro"tas.e Rd
PHONE__+ZO=O_3*A__
B' NAME 0F APPLICANT's REPRESTNTATIVE l*_&_M_Fa_{e€siqnar_ consuttants
MAILING ADDRESS Box
PHoNE476-O344
C. NAME OF
0tlNER'S
MAILING ADDRESS Att
D. LOCATION OF PROPOSAL
FEE $100.00 PA ID
ce
ey in fact for
H.
SUPPLEMENT TO CONDOI'IINIUM DECT.,ARATION FOR SIMBA RUN
This supplement to condoninium DecLaration for simba Run isnade and executed in Eagle County, Colorado this A dav ofoctober, 1983' by simba Run AssoLiates, a cororado-Ffirvenlure,hereinaf ter called tDeelarant,',
RECITALS
Y{tlEREAs' the condominium Declaration for sinba Run datedJanuary 14' '1 983' was recorded on January 18, 1gg3 at ReceptionNo. 248491 in Book 352 ar page 154 in the office of the cl6rk andRecorder of EagLe Counby, Colorado;
wnEREAs, Article x of the condominium DecLaration for simbaRun provides for enlargernent of the Condominium project;
wHERgAs, Declarant is the owner of the real property rnoreparticularry described in Exhibit A attached here-to ind f,erebyincorporated by reference (the "Additional property");
WHEREAS, Decrarant desires -to enLarge the condoniniurn projectby submitting the Additional property and the improvenentsthereon to the Condoninium Declaration tor Sirnba Runi
Now' THEREFORE, Declarant does hereby declare and publish asfollows:
1- supplenent to cqndominium DecLaration, fhe Additionalpropersy rs nereby submitted to the condominium Declaration forsinba Run purauant to Article x thereof. Declarant shall-file asupplement to the condominiun Map as reguired by paragraph 10.1 ofthe Declaration.
2. Division ot Addirional pfoeeJFv into Condo .Ihe Additi res and otherimprovenents thereon together with al1 .ippurtenances thereto arehereby divided into 34 separate eseates elch of which willconstitut,e one condominiurn. The common Erements as shown on thesupplement. to the condoninium t"tap for simba Run to be recordedherewith, shall be held in conmon by the owners of the 34condominiums in the percentages set forth in Exhibit B attachedbereto and hereby incorporated by reference.
3. Percentage of Respqqqiblity fnterests. Each of theCondominiu fi have the
o
percentage ot responsibility interest described in Exhibit Cattached hereto and hereby incorporated by reference.
4. Qq-f ined lerng. Capitalized terms in this Supplenentsharl nave-TFn-eanin-Q3 ascribed to them in the Decraration.
Executed as of the date first written above.
(SEAL)
( SEAL )
SII.{BA RUN ASSOCIATES;
a Colorado Joint Venture
By: SII'{BA, INC., a Netherlands
Antilles corporation, JointVenturer
By: L&MPROFESSIONAL
CONSULTANTS, INC., aCalif ornia corporation,duly qualified to dobusiness in Colorado, itsagent anfact
By:
ay
Pre nt
By;UNITED AMERICAN PROPERTIES o.3 a Georgia corporation,Joint Venturer
By: L&l{PROFESSIONAL
coNsuLTANTS, INC., a
CaIif ornia corporation,duly qualified to do
business in Colorado, itsagent a ttorney-fact
ay
Pre
lCeStorry,nt
BANK OF AMERICA NATIONAL TRUST AND
SAVINGS ASSOCIATION hereby consentsto the recordation of this
Supplenent to Condominiun
Declarat ion.
MORTGAGEE:
-2-
BANK OF AI{ERICA NATIONAL TRUST
SAVINGS ASSOCIAfION
By:
AND
STATE OF COLORADO
COUNTY OF EAGLE
)
)ss:
)
The foregoing instsrument was acknowledged before me thisday of october' 1983 by Ray E. storty, vice president of L & M-Professional consultants, rnc., agehl and attorney-in-fact forsinbar rnc., a Netherlands Antilles corporation, Joint venturerand united American Properties No. 3, a Georgia corporation, JointVenturer.
Witness ny hand and official seal.
CALIFORNIA )
)ss:
)
OFFICIAL SEAL-
I r,i.l:,1 : T,1.t fOOtnEy
l,lCl.- rr i l,'l.i.iC -,:,..:_r;lnllfe
t{y commission expires: YnA-u | 4, l1 tb
(SEAL)
STAAE OT
COUNTY OF
(SEAL)
' /.\'(r{
The foregoing instrunent was acknowredged before me this { / /t
day of october' 1983 by Joan Ratley, vice piesident of Bank of-Anerica National Trust and Savings Association.
Witness rny hand and offical seal.
rires, (,(/r/trr /'/ /7:,((
Address:
-31
I
EXHIBIS NAN
TO
SUPPLEMENT FOR CONDOI.{INIUM DECTARATION
roR
SIMBA RT]N
Legal Description
That part of Sirnba Run, a subdivisionthe Eagle County, Colorado, Clerk andin Book 312 at page TG3, Town of VaiI,follows:
Beginning at a point on the northerly right-of-way line of
rnterstate ltighway No. 70, whence t,he nost southerly corner of
said sirnba Run bears s52'50r29"w 113.0g feet distant, thence
N03"33r01"E 150.?9 feet; thence Nl2o50r33nE 144.72 feeU; thence
Nl7'56r03'rE 1gl.l7 feet; thence N2l"51rzgnE 69.g0 feet to the
southerly right-of-way line of Lion's Ridge Loop, thence along
said right-of-way line 35.49 feet along the arc of a curve to the
right having a radius of 429.02 feet; a central angle of
04'45'02n, and a chord which bears N4 l.g.3z"E 35.4g feet. to a
corner on the westerly boundary of simba Run condorninium, the nap
of which is recorded in Book 352 at. page 155 of the clerk's
Recordsr thence the forlowing five courses along said westerry
boundary: tl ) s76'46r15"E 42.10 feet; (2) s13013'45"w 1?3.30 feet,;
(3) s76"46' 15nE 35.00 f eet; (4) st30l3r45"w 145..r5 feet; (5)
s24"44r57n8 134-zz feet to the northerly right-of-way Iine of
Interstate Highway No. 70; thence along said right_of_way Iine
s52'50r29nw 272.50 feet to the point of beginining, containing
62r62Q square feet or 1.439 acres, more or Less.
recorded in the office ofRecorder (Clerkrs Reeords)Colorado, described as
I
I
EXHIBIT NB|'
TO
SUPPLEHENT FOR CONDOMINIU!,T DECLARATION
FOR
SIIIBA RUN
UNIT NUI,IBER
2201
2202
2203
2204
22058
22A6
2207s
2208
2301
230 2
2303
2304
230 5
2305
2307
2308
2309
23r0
231 1
2313
231 5
2317
24018
2402E.
2501
2502
2503
2504
250 5
25A6
2507
250S
2599
2511
PERCENTAGE INTEREST
IN THE COI'{I'ION EtE!,IENTS
3.0I
3.0 1
3.08
3.01
3. 15
3.01
1.70
3.4 8
3 .08
3.01
3.01
3.01
3.0'l
3.0 1
3.08
3.01
3.0 1
3.0 I
3.08
3.0 1
3.08
3.01
1 ,70
2.05
3.0 t
3,0 1
3.08
3.0 1
3.0 1
3.01
3.08
3.01
3.01
3 .08
The capital letter rEn
as an Employee tlousingforth in Paragraph 2.5
behind a Unit NumberUnit subject to theof the Declarbtion.
designatesrestrictions the Unitset
UNIT NUI,IBER
1102
r 104
1 106
1200
1202
12018
1244
1205E
1206
1207
1208
1209
1210
1212
1214
1300
1401
1402
1403
1404
1405
1405
1407
't 408
14A9
1410
141 1
1412
141 3
1414
1415
14 15
14 t7
l4l9
1421
1423
1425
1427
EXHIBIT'IC''
TO
SUPPLEI4ENT fO CONDOI.IINIUI4
FOR
SII'{BA RUN
DECLARATION
PERCENTAGE OF
RESPONSIBILITY INTERESf
r .07
I .07
r .15
1.25
1 .25
.60
I .25
1.10
1 .A7
1 .07
1 .07r.l5
1 .07
1.07
I .07
r .30
1.A7
1.07
1.10
1 .07
1 .07
1.O7
I .00
1 .07
I .07
1.07
1.10
1.07
1.07
1 .O7l. t0
1.07
1 .07
1.10
I .40
1.07r.l0
1 .O7
UNIT NUMBER
o
PERCENTAGE OF
RESPONSIBITITY INTEREST
r .lo
1.O7
1. 07
1. O7
l.o7
1. O7
I .07
t. o7
t. 07
L.O7
1.07
r.o7
1.07
1.07
1.O7
1. O7
r.07
1.O7
1. 07l.o7
L.O7
1. O7
I .10
1.0?
I .IO
1.07
.60
1. o7
.60
7.25
1 .07
1.07
1.07
1.07
r.07t, 07
t. 07
t.o7l.o?
1.07
r.07
r.o7
I .07
I .07
.60
.73
I .07
I .07
l.07
r429
150r
1502
1503
l"so4
1505
1506
1507
1508
r 509
1510
r 51r
15t 2
I513
1514
1515
r517
1519
1521
r 523
1525
1527
220L
2202
2203
2204
22058
2206
2207E.
2209
23AL
2302
2303
2304
2305
2 306
2307
2 308
2309
2 3rO
231I
2 313
2315
23r7
24018
2402r,
2501
2soz
2 503
-2-
o
PERCENTAGE
't ,07
1 .07
1.07
1 .07
r .07
1 .07
r.07
The sapital letter nEn behind a unit, Number designates the unit.qs an Employee Housing unit subject to the restrl.ctions setforth in Paragraph 2.5 of the Declaration,
UNIT NUHBER
2504
2505
2506
2597
250I
2s09
2511
OF
INTEREST
-3-
75 soulh tronlage road
vail, colorado 81657
{3o3) 476_7000
T0: MY STORY
FROM: PETER JAMAR
DATE: i2AUG83RE: FINAL C.0. FOR 5II4BA RUN
Jim Sayre and I djd an inspection of the Simba Run project on
August 12, and have the following comments regarding items that
need to be completed prior to the issuance of a final C.0.
1) Thirty-one (31) willows at entry are not planted. If these
have been determined to be inappropriate for this area' we
should work on an alternative.
2) A few dead trees need to be replaced,
3) The mechanical equipment at both the east and north sides of
the tennis courts need to be painted.
4) The area to the north of the tennis courts with the potted
aspens needs to be supplied with some addjtional aspen'
as per the p1an.
The north side of the north buildjng needs additional
pl antings, as per the p1an.
The area west of the buildings needs to be graded, trailers
moved out, and seeded for erosion control .
7) At the time of the issuance of a final C.0., the temporary
site development sign will have to be removed.
I would be happy to discuss any of these items on which you might
have questions. Again, we are very p1 eased with the way the
landscaping and project have turned out, and I think you have
done a great job.
5)
6)
@ Hensel Phelps
Constructioh Co.
P.O. Box O
420Sixth Avenue
Greeley, Colorado 806!|2
(303) 352-6565
April 15, 1983
L & M Professlonal Consultants
P. O. Box 726
Vai1, Colorado Bt65T
Attention Ray Story
Subject: Simba Run Condoninir:ms
Gentlenea:
Confi.rnlng oi:r previous allscusslons, attachecl you vill flncl a
cost breakout of the tennis court, racquet ball courts, svimrni pg
pool and anenitles area for the refereneed proJect.
You viIl note that the total figure of $737,365.00 is a conservatlve
approxination of the total eost using an approxinate a.menltles
area of ?,850 sq.fb. to arrlve at the buiLding portion of the total.
f an certain that an actual total cost breakout vould result in
a considerably higher total figure.
I trust this will provlcle you ltlth the information you requlre.
Very truly yours,
kb
18160
Ferfornrance
CO+
I
-.- |
A.
a
BREAKDOWN OF AI,IENITIEg COSTS
SJ>ec 1f1c Subcontracts
1. Ceramle & Qrrarry Tile $35,?70
2. Iockers & Totlet Accessorles $3zrfat+
3. .Tennts Court Surface $80,632
li. Tennts Court Fence & Accessorlee $22,IfO
,. Saunas $ 51098
6, Faequet Ball Courts $39,50h
7. Svirnm'lpg & Jacuzzl Pools $L3,636
B. Glass & Glazing (Sh'fi.gbt) $35,OoO
B. Sviqj.ng Pool, Racquet Bell- Coutts
and Aqgl:itlep Area hriltllns CoSt
1. Structural
2. Architectural
3. Mechanlcal
ll . Electrrcal
$117,900
$rt?,9oo
$ TB,600
$ 55,oeo
$359,h20Subtotal
Subtotal
5% General Condltlon
6j[ CM/GC Fee
TOTAL
$66[, a9]+
33 '211{
.39,85?
$?37,165
fi
-.,'-:-:.!:".: . --:; --! _--.---'.;,:_r., -J
#t{il..;.;;; : ;; l,', -,*1,h, nqe! P, hqlpi- Gomsfiinitionr.i.r.-r",i.,a:I l:.:tB;.: - 1.r_'vi :... 1_I _..-rr,;.-,.--.,-..^.. _.. :
,*,li'ri:;:.rit-,.-;,i',,i-i-.i.clniFaaoir..l:'li:'3ti .r:i:,'i"". :t': -'-:
. .i'f!*'i*ir'**rt-1{ ,'i:"+;.,i.<':ir,ii--.i*:'l;; fl';-r{i-,.:F,.r-.i::"j ;l- l;i"::r: -ij. ;;
.'
j.t-'f ,;:'"*.-,;..'i*i!:".1*i'f;.-:ori,.5:ijii'','T:-i'.. -rl"a -.,i;*:;;::" t'; ,i-L"*iiit'i"'i*a3j:r.:.;.i:';.'r;i,c].;i"i}_;.riyf-::.'l,iil ,-.r;^;;;r..':'.*'
;' -, i .:. ,.. ;, . -;l-- ,::l: --.il -*:; '.r i':5j..------ : 'i-L,',-*,.., -. .;:. ri ;. .-:
o P. O. Bor O, Greeley, CO 80632
Plkes Peak TlIe Conlractors
Geraolc and Quarry llle
r Sl.tabs Rua CondonlnLuua
1100 ll. Brontage Road
Val.lr Colorado 80657
r 18160
Tlb Slbcorrma fol&e ioodir ot ! porcr ar;brrd I ot ! rfirltrglr ! of !, rad atchnrrtr
lgnrbcr:d
Plror olfll cthqeirrd r'rinctrrt (rl ud rrtrn
&$dag oflLa rlrorn rlcvr.
thleg 3.ti.r .t ncr lo dr
Q A :ogy frrrhl orr dtrorrrr rlll b rr+rnd f* ;orr !l!o.
Qf Ar rdJfbecl q1 b hbdr{ lot ytt brdlal c*9orn th.t lctvaf.
O ?Lq rrr.h tta ccpr :llctr wc hma hjc.t a .r tdri
tr FoffiAHt
Xe rcrtrr .l ttb $b...fr..r rcr fr rbrrd, &|.?il lr orffilcl vnh*r tl. prfor rrhrrr
crnl C er *llcr d crr corlcrticr- ?bor crfo<t brrfr; dttcr d ercr lf yr lcvr u;
qrertlcl rqrdiq th tnvhlcu rf ||rb Srlc..fra€t
.,,. ^
,TETEC'NTFIAET
.|
,r'rr""o*r*Ad, madc ,n,, j8$--Jdov of - --Jg!!g-ry-- rt 9'l--- bv and bolwocn
4!:s:J!rF I11: 90
tracbr .Orc. 13 lollowt:
sEcTtot{ A. Thc Subcontr:aclor cov€man13, promlses end lgreer lo furntdt rll mat rlal and Pergnal ProP€rty ol every d$crlpllon' tnd
lodlugen y and fully perform all wotk herelnolfer descrlb€d tor lhr conslruqllon ol
, hereln-allcr called lhe Proiect,
fo ba localcd !l , for lh€ use rfid banrlil of
, herelnaller doslgnated fhe Grner i
o October-6..-l!L8l---
ln 3lrlcl lccordancc wllh lhe confrrct betwcan the conltaclot and lhe orncre ared lnt .!^ ^r.-& __r .rr^ffi"fi;il;;;;.'ii-'i"riir' i"t""ltl"{ bv rerercnc'.; tlt- tr".1h:-g1l:t:-*::'l*t':Li.:T: fg::l"I'^lT,*1*ri#o'':::$J':T':l'.[Tiri"*ol]'!iitn-.#iiJ'ifti#;i.!-dl;6: til'I:fll*-"j.S.:1":"*11-.?l*'.:l*1.L".X1*,*i'fl?"i:$Hiffi:'Jiidi'*iu#rrqlii*i,F.:ll#"{*rtf.j':***i...m*lll,l'*n:lg"r:fl?f,:T"',irffi::"i,*lH:'f,:ff':iiililiffiili;il;h"liil;;;i'i iimllv. fallhlul and strlcf c6rnpltonca-wlth lhlr Subconfract and
ic".iiUea ina Oellncd ln S€c'on D, Arilcte I hereol and alsewhere hereln.
SECTIOT B. The Subcontrictot.greei to furnlsh cll necessary managcmertl.3up€fvl3lon, lobtl 1{:tji!1'-H.1t:j:1Llf,t:S,iglilffir:';lilj'JriiliJjj'iil"diil&, ";;ffi;ili.1-".ri"e i"dr"r iny orher ab olhtne r.qsrrcd to drrrecnilv.nd rurly perrorm and
'complet: those portlonr of th€ work deserlbed ar lolloYvs:
/ Atleptroni ?*1::;Y
;,raffi C"i 61-r r*C-oiporrtlon, herelnatlar detlgnat.d lhc Cortl.sclor,
wrrilsss'rH: Thrr ror ".o'ii "i"iro-iiilon
ot ni ;rtu;i;;;i;;iiii ci.i.i,-.'ir t'";.ln conl.lned. lhc subconlractor rnd lh' coo'
,t Sloba, IDc., a lletherlande Antllles Corporatloa, establlshed ln Curacao,
by t i H professlonal Consultauts, IDc., a Callforrrla_Corporatlon' ltg
Altoraey-In-Fact, P' O. Box 726, Vall, Colorado 81657'
1981; Hecianteal-U.1, H.1 thtough u.47, d"t"a Novebber 3, 1980; Electrleal B'1 through
u.32, dated November 3, 1980; Sl'te Plan dated July 2' 1981'
Conplete all ceramlc aod guarry-tlle as requt'red accordlng to the $eope Drawlngs' Con-
etructloo Docu6ents, and irolect Manual Book 2 of 2 - Specl'fleatlone, produced by Brlaer
; Seott Archltecte, Vaft, Cotoiado, lucludlng ProJect llaaual Book 1 of 2, produced by
i. 'l"engel Phelpe Constructlon Co. $cope Draniogs ar. deflned as follole: Architectural
H:i-;hr;;eh'A.gz, dateit Novenber 3, 1980; structural s.1 tlrlAstr_f.t?'.i1":.9 l"1I_1:^.
AI1 work a1d marerlal deecrlbed ln Secclou 9D, ls Lacluded wlthla the scoPe of thls
gubeontract rrlth no exceptlong .
Your atteotlon ls speclflcally cal'1ed
aubcootract, but wlthout llnltLng Ehe
to the folloulng lteos' whlch are locluded ln thls
scope of work ag Provl'ded above:
1. All applleable salee and use taxes'
2. The naterlal hol8t lE avallable t'l.th notlflcatlon 48 houre 1o advance Eo the llensel
Phel pe Conscructlon Co. euperlnteudent'
(Con't. oa Page 2A)
g€eTptf C. Tfr. Contr.clr.gtta lo Fay tba 3ub<Dntr!€tor|afirtcfut|.lrlthru|rndcDrrrP|rl.grtrrrrrncro|th|rSubcoatrrc|tltc
a r|tm of I II l l-.'Et&N rl|vr,s'ur'/ rt"re "v'!v'vv - ---- - --
O.i" sIgoa.q!, - r. 3.tr.<r ro.dirtJo',l.q1o fdqry g 1u1iri5c-1a|:Y*L::l;Ttrf.:'.:["l,"i['HI;k,ilffi,;#'ffiLffiiIiiitfi;;''*.".o.r.rni...lrotLlylnrccadlncrU|lhlha.|rrmr!ndPro'blorE
s, th! srrbco.rtr.<t Do<vmrorr ln<tudlng, ovr wttnou rsrittli,r*-ir,?J1", ri-p-rr;rm" ot 'soctto" D, Attlclr 5 of thlr subconlracl'
(erat, aaenlcl'ee, and parlclng structure)
(Prg. 2 ot I P.9.|1
f ps Peak Tl1e Cootrectora
FJo rorth cooper
Colorado Sprlnge, Co 80907
The ecope of sork for Phase 18 (the north bulldlng) cen be adiled to thle subcontract
ln tbe €Bount of $12,000.0O no later than February 15' 1982.
There wlll be lo change ln contract prlce unleae'4n agreed to change ln scope haa
oceurred.
5. Provltle caulkl-ng or eealant at. JolDtE in cerauLs tlle ae requlred.
tlorh !,s to atarc approxinately July 5, 1982.
$hop drautogs, brochuree.,aad/or sanples sha[ be eutttdtg€d-by March-11 198?'
payroent and Perfornaace Bonda on the forne of Eeosel Phelpa Coastructlot Co. rr111 be
reiutred for vrork uuder thls subcontract, The boad ls to be purchased for the aceouot
of Bengel Phelps Cotr8tructLotr Co.
,a
I
Page 2A $loba Bua Condonln{uue
Il00 ll. Frootage Rd.
Vail , Colorado 81657
18160 - 8093
3.
4.
rf
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SsbcoitrtGl ttnqt'nt ttalad E.aln. rll || ftar ba ttegltad to,r thr Frrtgr ol dth.ttrLnlDt lalrlt unC* rald cavlrllt'
&||cb,O. Th. g,b.Eitrasb., h ,arrgrmht lh. rro.t rlqutnd Dt thtr Si,rbcrtraal rhatl iol dlslhl l. r!rltrt $y tmFt tya. o( rFgll€ant f* rtnFbtmdrl bacrrr!. of
tar. rga. rlc., (t|.d, grlo. .r artj./trl trlSln.
'l'.sr'!contr|c|o.r!7ertth.'|t{9'!c.dh91orr9trF|rwt||b.lnr.r|.dY..b.'i'nl6rt|olhtu'th!rt0b6$'.*bi'ht(hti!t|!.m.dt't!u^nrp.,qpirr-Jiror..parlafriirr'ilct'j,,wttoiria<r;uiettala|.tn'Gdllr|C|tnlG't.'tn|oby}h!s..,bGo.!h.(l9.tt|h'nrlndlvldu.|.p.m6hb..s'Xl|tbr,ririce..''qrt,o'o|i''i.b;hitr6t..'r|ro.9|h!'!.9,tt.t|i|''|'|lP.dli<'|'tol|''t@'}!ob.pt''ofnrirtorn.'.fi'lrlob.prrducdc.'r.vlcl'b.F
tia toiccl whi<h lr !t rrbicct et thb 9rrbcq|l.rEi.
^.f<b
tf, Thr df.{tld.i. o, ttrir Sub(art..ct t. lhhndGrt bt toit F rlltr b ba thr Al. h($GtiGd rl lh. !a0htltne ol hh Sukqitta.L Tha drB lPfdtlng by tht ttgttiettr
.- at fi..rd C thfr docaF,ar$ rn..ilt inCr$r I!. d.rrt lhal ll|. dtnaler.r rcrt tallila
Artlch at. lh rcap!ct tg $atton ! hrcof. S{rbegofrtct!r rrt6oehag6 md agreq that ary racrpllutrti.! of tha wort fo Da Pcttqimid $all !c fo. th. toh atid !rt\tlvt
oofd!o'G|''|t'|tE|h.3t.lt[ofttto!.|lc'$a'|'ch!'|!'pa<|l|c.{'.&.th;"d.rue['9nctuacltir,ccr.|ud.dtro|.lh.!.DF{rhir$,t<orrlil;ifr;;;d;E iiriii-irr.r rp."irkrf$r tr r.!.rr.c b ur'oqctru"i -nittott io tc raoimca.r .r htr ssb.6krct, ih. SuDftrlrr(re. rtull rnLtc ofhtrult rp..in +
nr?i'.irrl*rr-wir.qul..db'q't.|td|v|,orr4dtyb|oi|.PtUr.tt.ldittqrr;tr.r.hd.o'td.lrhntlorrra."r6ont|'!Grto'6.dbyrhh!J!'dCr!l'r||J'c.dFjv!cqr|rrclor}rc*cl,rrngnl-p.rl'ctpartanr6d.th|r!ibg*|l''<?,*rr}'crrnc|rt,drrdd|$oiBt.l|.'td'i.|q..ifn||gi.rv..&'Poc|gllyo|idbhfc|vti|o.|rorth.r}a.r'kst|6r.rinmi;rh.rdrhccoa'frdD;um.trtt.|tr^vrn'|Grl.b..!'obr|urn|thtdbq|.rt|n.t.|ted9td.'th.|.''ntolt|r|ts.rb<
d $rr.d lhtl Subcdrfr.<lor rtatl d.liy.. |n.t t'rlgrd |tkt |natlrlrl] tl tttr lobrf. rllhqrl axDat!. lE [i. Cdrtt sbt.
lrttct..,.t'vhrn.vr'|trrrb.t,t.'9lor''cr'!r?'|o|h!cq(r'rhr|odr..,|h.c{rrt'xtotth6|1b.9"l''|}'|.d|oo.Gu'yAnd/o'l,'.arr'9or'io.|-.'lh.
dth$;dLn'6l9rrycon''pcr:dtyr.r..siocootrrgtor*|gcrlalrn+ccllmr'jicceprrnccihcro|b7thc-srrcr.but$druc.a49'oCrr,D!|l$|iliEi*citrgu[lt!teroirrlui,o*r'am'hrl.hao'o'hlt!b|t9rlto.b9r.'odiit,tic,"a.po:lln'dGt|n-ferr.l.t'!ndYro.tm.nrtr|9wh|chf!Yotcurqd.YtpFi.bcd||'rdort'rl..$|'o.''.rrpo",rrtli.ti6fd*"t.';;'i.,t.f;'ds"uc*r.r.ro..i;t|no'it'.'po.t'lblG|or|||.nr|n|iIac.o|'9ch'orl|!trolrio.l.'lYh,yidro. occrrFLrt t tha Contrairr. nc ir rny drrraga'lh.rato trrl lr i{ tg r Garrt d bt tlta t.lr nryllt.rrc of lha.Cant lsfor dutlat luch Farlld of uta.
i icTloil E. rPEclAL PROVISIOilS
(Cont. on Page 8A)
ACK!|OWLEDGEiITEilT OF COIIPLETE lilSTRUfirEflT: Bolnd In and wlth thcse ! pagca numb€red I of I throuth I of L tnd
t*rcby rcknorvlcdgGd 13 behg rc€Glvad by subcontsclor, are lh€ tottoflne axhtbltr or rttrchmen$t nutnbcr.d:
, tN WlTl,lESS $'HEREOF. thr prrfir3 hcreto tuvo areculcd thlt lgr€lmcftl tt thrmt lv$. thclr hGlE, ixeculorc, irr€Ce3lctt,
rdrolnlrfratott t'td reilgnt, on lhc Uty and ye.r flrrt abov€ wrltfen-
HE}{3
FroJect Haaager
I Fegc I of t Pagesl
HE!\IgEL
ctlr{rrlcfot
t'| 4 --l -.,.
F H ELT' ET C(3N€'TFIL,ETTEln|ccl.
lrrbg OtfiE P. O. Box O
Greeley, CO 80632
Intermountain Spec ialcy
Toiler Accessories
Sinba Ruo Condooiniums
Vail, Colorado
Equipment Co. , Inc.Ssbcorrrsstot
3t'bc.rl|!Gt
Proi:ct
:
a
Prlrcr No. . 18160 - 8104
lLlr 3rrbcontrcrt lqldcr coarirt cl ! ?agcr ocnb.rad I
nnrbrrrd
Plo:r attir crtltoclrod dgrrtrn lrl ona .rtrrn lhfeebullj offlct rlcdi oto .
S A cr97 lrrdrl are rttfllrrr df, t .dra.a tcr rogr tibr-
f,l Ar cddbbad crrf b hdgJri lor 7.ollt tcrdhe csnfonl Tlccre totl.cdl.
D Pl-* rffi rfa ccrt rlkt rr lcc bdi:rl.{ rr tovrt
ITT?('TTAHT
Xc prrrt* d tllr tn6cotrrcr ry tr elt.nl. &lrrd cr qrafifhd 'ltlcga tftr ;trior rritta
cor'.'| rl .. rlficr o{ cr' coqrellcc. PI..|. a.'rtrat ltraint rfflcr rr or3! if 7cn [orr rat
irstti,c.r rlrrdial thr ;rerirLat cl tlh trba..ieit.
.ia
of t rhrcogh t ol 8, cnrl dtrcb.'.ntt
3cti6 gt !|.€. lc *lta
a-: r t
t,
laluErcoivrnAcr t
Itr Substtn<{or, r,|d }hrfil Phclpr Cautructlon Co., r CobrcrbE trll &rDcqiFactgf', rftl Hrnl|l Phclpr C6 lrucllon Co., r Co&rub Crpo llon' hrclnrfftrdmbnrtad th6 ODilrrcler,Thlt for and In cofiatdratlon ot th. mutrrat promlsr rria animntr hrlrb conidncd. thr Subcofoncla .na n -cin.
rlrcr lr lollofl:
tECTlOl| A Th. Subdrlr.clor cov.orntr, promhar and agrler to furntth all m.tartrt and pcrsonal popcrty of .r.ry dcicrlptto$. and
lo dllh!||try tnd lully p.riorm rll *ork har.lnafnrr drtcrtb.d fo. thc conrhwlloo ofeid's R'."r Cogdosrrl..Et- -- - . h.rolaalbr crlhd thc ftol.€r,.iobrbcaredef ll0o $.-FrontaBe Seadr ve*r, Go 9g65? .torthrusc.ndbaaafltot
Wer s eefe-oee le{nc- Veo .lrcrclnafta de*lgnolcd lha Qrrner;
In rtrlct rc@rd.aF wlth th! confrct b.tw*. thr contracior and thc oprcr snfcrcd lnio. ectobee 6, lggl.nd hcr.by. nr.q.! P|rt ot thlt Subconlrlct by referarca; alt to lh. compldc a!fisfestlon ol thr Corit6cior. rta Ot r,g', ard lbrrapffintrllvc ot th. Orncr lrrthorlrGd fo lnr.iprGl lnd ludg. th pcrforinrncc of fbo r$orcaatd Confrrcl lnd rutnrd fhscln asrrchllcl, ct|glnccr, coniructlng otf lcrr,or olhorwlso. whlch riprlenirttvc 3hrlt herGlnrfior be deitpnrrcd th. Ordar,r Arthortzei egent;- rfid .ll of whlch rh.ll br don tn t|ttuly, Irl|htul rnd strici c6mpflunca wnh rls fubcontragf and -thc .nfiru Subcoo|rrct Oocorncn-f s ji
clescrlbcd and defto.d In Section D, Artlclo I hercot rnd elrewheic heretn.
lECTlOrl B. The Svbconlracfor agte€t lo furnlsh tlt riecerssry maftrgemEnl, supervl3lonr Lbor. mrterlttr. loob, supFller, €gulpm?nt,- planf,-rervlces' 3undrle1, spllrfensnccr, engtneellng, iertlng and/or Jny othcr acl or thtng rcqutrad rro dllgcnttl rnd-lirtty perioem anUcomplete lhosc porllon3 ol thr worh described as toll6wr:
Ccurplete alL furnlshlng and installatlon of tol.tet accessorl,es, tol.let partltlons and mer.rllockers as requlred accordlng to the Scope Drarrlngs, constructlos Docu@ats, and proJeet
l'tanual Book 2 of 2 - Speclficatlons, as produced by Ertner scott Arebitecrs, Val.l, Coloradofucluding Project l{anual Book I of ?, produced by ileosel Phelps cofisrruct{ou Co. icopedranlngs are def{ned as follows: Architectural A.1 through A.82, dated Novesrber g, iggO;
-Structural S.1 through $.19r daced July 2, 198I; l{eehanlcal U.1, U.l through H.42. daredlloveuber 3' 1980; Electrl.cal E.l through 8.3?, dated Novenber 3, 1980; Stte plan dared,July 2, 1981.
A11 nork aud qaEerlal degcrlbed !n Sectlons lOBr
)rf thfs Subcontract rrlrh Che folloulng belng theJ
1. A1l ln-wa11 blocktng,2. Electrical hoohup of hand aad haLr dryers.3. Cst-outs for reeegsed lteEs.
l0C, aoil 108 are tnctuded vltbtn the scope
otrly exeepClong:
gcfr|nacr ol ftb gnconfrrl lht
Your attenrLon ls spec{fically called to che followlng leeras, whlch are lncluded tn thig
Subcontract, but uLthout llxlrtng the scope of $ork as provided ebove:
All applicable sales and use taxes.
AJ.l rsloadlng and dlgrrlbut.l.on.
?rEre rrL1l be oo change ln contraci prLce rnlesa the scope of work le changed,
e scoPe for Phase lB (the norih bulldl-ug) caa be added to the hrrchaee Agreenenr ln ta@unt of $18,265.00 not larer r,han February 15, lg82.
l{ork 1e co 6tare appronrnately Auguet 16, 1982.
$hop drautnBa, brochures aod/or eauplee shsl1 be subnttted by February 1,. lggl.
Peyoeor and Perforrnaoce Boade ou tbe foraa of nuosli Phelpe Gaogtnretlotr Co. vlll be
-: 'rrcguired for rorl, undtr thte Subcontract. Ttre boaa 1g to be purctraaed for thi account of
r.J;ET."l .Ph+pr CodsGructl.oo Co.
r:1 -_-,-!_ _;;:: - -i .... -.r ,)... -... .. .. --., j.-
ltClt(n C-tl| €ctre {rr. b Fry |tl *ncl.tFrcbc tli fi Ut hlt*t rqfQE\iic. I Snvrrrr-xrrn' manseria lnrntr-rsrre rrn mrrrm'}4!!!--
t.
2.
3.
4.
i. .' _ 7q-O11-O0 '; - l. rrslrd b dfiil ua diArrrrr ir chgrorl rfrd t+trr h rnhE r drr$nla..t re hf,inrfi.r ..t
i lftrf r 3d frrttr rgs b fi.L att prtbt Id tlnd Fatm.rlrr sr *rot!il ilr*l rofily h rccc.tno rlflr ltrr bcrnr rnd provhlocr
,f;l ttr $f*frd Ooaau*r hcf.*ro', bi r{rnn ritrictlon tfr..*, ilt F.lrrbbr C s*lbn D, frild. J d thlr fuGconfrrcl.*.J
lP.g.roaaP.d.rl
;., P?oYrrlon! Arrtcl. --((rntr ) a r*. r,-.,-
-t ftttrrJt,t {ltarltt ry il. trFrytl C .rrr rrt.| at| F-E-.r
U.
fr-r- * l|| lffi3lt lt -t-lFa t|g| h.rrt ti!.L lUt, L-.a- -;'FLL..l jairrr Fat, -
r;,a -
-
rEl fL- lkrr.(- |'l. lEl- - .lr-- t .l rrrr lrrtc lra |rb..aq d trr Ld*l bttirra C-rffi e{ &^*td t .ur.r ll r<r!: !tt-F- ! F=l!!r{| -rtrt* - rtfl rt F. rr rr.rGr rr.t rof, i-...rt FFrt -rir -a t|}rrF.t r Err-r* nro|..t' r!r'ro.,l€ lt .af :IrX l at .*l tlrn ail |;rE d rt nsab|. rt.li d ..i- dabt lr frctn J x h D- .*!. J!!E"C!! t|t. arqrnnt|ar as'rrrrralaE! !l! grrir^Lar a rrts/br Hl idr, ihd lr t-Ir drr r5r r{rlrn - l*Ft}r}. .ra } - H, - d ti |h; at-r--F-;;F;
fg.hr lda|! !1 dtrf- b f.Atft J d *rcl hrrn GF .'|"r rh b l|r b :rrp d trarff frb('Ll.e, q.nafr. O-.. t|a .hr
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(Conc. on Page 8A)
Adkb a.. Wllh l.ttrct to taalto. I itird, lrlao.rha(br adraodtrdtcr a.rt r9r..r r.t ant .Gcrpltutdhn C tm ro.i tt br ,arto.rnad rblt !a lor tha tob rr!, ar.rutiera't!.9|Ch,||t|ig|trcabt6"|lioxl'!f.r'|rldr.c$.gl|k.l|v''F'.4.d.rbi|t'trGtr,d..'ln.!'.rdr,rhdl'o.t!,|'|.|c!Fo'|ht|g.,t|}|d|'btgio.d|YL|qEdf'cq!t|r''F<rk.|lfrln'.''td'.l'.bGribin9|h..ctrob.F.|r'Ddi'!d..tttt,!Cg'h|c',f'|9,}.ft.ct''3h|'l,9r|.|r9|'t..!tr|.i.d'Fd*.rr[ol|h.t'r'.4d'rd!'{Ehd'rd6'd|Yldon'"Pb1|[]'dirlo'r.|.'t.l..w}.'.'lmnsi.'r,'3ts.rot!'F''anrcdir|h'tx't|rr"|'!t.'n'd'!44db
ln5r,D.qdnC|c.}r.*tq,rho6.Flnc|9.|.!itr''d.'tbBi9tG6t.cr'Yh.lhc''[o'tr'€'rd.tltto.r.tn.l.t.drw|o'|rt'n.'itt,4L|9.c'|lG.llycrt|*db|'!ron!o|'h.tD.ct'k.||ar..F&rF'o$E"o'!hrc{tl'|<|hqrt..r|r.|,{''n.t..i}t|rn!qb.lg'nlrh.dbutnot|nr|.tl.dr,.id.r
aeC agtraaltul Slb<rn|.a6lo. rbll deliytr ana r|rbad t.td rn rarbtr af ftra loirltt iiihqt trp.nr. b tbG Crrk.|cb..
Atl|Ch li Wrrlt|xr... tl ry ba rr!.ful o. iae.rarV b th. C$tr.cF. lo & !a. fra Cqrtractor thrlt br frmlrard iq oaGrrp? 5d.rs uta 5t ,ollo.t of tnr srt rhkh hrt bccrt.'t'$.p.r|i|||'f|u||r€o'npl''.i'by|?rtUboi|<ro.b.l4l'in''th$.gt.!f]r.trCcq!'|nGtlh.r.o'b'th.onr..'but'uehrxxid/o'!||Fi'|'ao|'.|o.dh|'9!t.rntrrolt||dtoltrnd.irtc.lr|t.E'dhr'6|19o'ld1todhgood.|t'trgr'qFGn&$'d.i.9ttnir,t.'lr't!rdr'.fn|'l|rt*lrh'o!
Cc,r|3lcto."r ..1.r* ItDm trlFrrluit !o lha ON'!t. Dtdtfd, ttor.w., ltra SrbaFrtracrr rh.tt nol b. nclFrbh tt tr ,naitrterrrncr ol wch psclkm ot Bc.l aa ,nrt br eFd
tr{r/o. Gqr?Ld bt lh. Co ..<$.. nf lcr rnt A}tagr |!rrr*g ltrri lr *r b or c.u!.d b,lha roaa n gtigraGr C ttt (.5itr.Gt drrlng :,€h ga.lod at l,!a,
sEcTlor{ E. SPECTAL PEoVTSIOXS
)
ACKNOWLEgGEM€llT OF COMpLETg IIISTRUMEHT: Eound In and with lhesa g plgar nsmber"d t of I lhrough I ol t. and
hefeby rcknowlcdgGd.r b?lng rccelyod by rubconfracfor, rre thr tollowlng exhibltr or rliachmenlr rlumb?radt
lH WITNESS WH€REOF. th. parlieg herclo hlvc rxlculed
ldml''lilratqrs and .3slgnr. on lhc day and ycar flr3l rbove wrlflen,
I-n tersrount a in 9peci al tv-Equiomcnt Co. .- Inc .
Lewir L. Anderson Tl .
Ddc- ?-r(-rt? - -
33 lnveroe.. Driv. E .t, Fng I a*.d.lotarEdQ_
{ Addre$ ol Reaordl
thi3 rgrcam?nt tor ther gelvat. thclr lElrr. areculott, 3uccG3sorr.
( Srfbconltfclotl t .r''
s, -&J"r 4
I P.gr t ot t P69?3,
.a_t
. P. 0. Box O, Greeley,co 80632
. Ponero Products ConpanY
. Proturf TennIa Court Surface
r Sfuoba Rrm Condou.lnluns
1100 N. Frontage Road
vall r Colorado 80657
o 18160 - 8130
Thb Subconrrosr foldcr ceadrrr cl ! pogcr auarbccd I ol ! rhrough I of !, lnd cttcchnrratt
nulrbcrcd
?hcr cffh suihorired ritrlrtsrllr) ond rcturn thfge co?icr ot on<l te llrr'
ltoing olficr rhom cbovt
E A ccpr lccrlag olr ritiol$r wlll be rstrrnrd lor yogr lilar
f,l Ar rddlrloaol cojl h lacludrd for yolr tordiag Gcarpott' phcre forrcrd.
I Fhor tttcir lha ccpy riki lr hovr ladicctrd.t torrt
I^I?OTTAHY
No Faior o{ rhir Sofcoitruct r|cy br rtrtred, Jd*rd at eoatirlad Yltiout th. prior rrlrcl
:slrnt cl er clflcar c{ drr Gt}tortlor, Plrctr:ontcct lrruiag dllcr ot cnsa ll ycr horl rry
qrrtlionr rr3crding tTr grcrir&c ol ttit Subco roct.
Cheycnne. |lf 82dll' - . 'rerrfhrq"l r0r/63t-q 2U , -tnniarttw crttoC lh. Etrb|ttrlclorr aod tlcn$l Phtlpc Co|Btn ctbr Oo- r gotrddo Corpraf|on, h.n lnafhq drrlgrdd th. Conlrrcfsr.
*ifffSSgfltr Thrt tor rnd ln srilarctlsr of |fr.;utrrat rornlrtr urd covrrrnf hirtn contrlnrd. thr Subcodrrc{r rnd lh. Cotr-
blctor agrer !r folloryt:
SECTlOil A Th€ Subcootrcctor cot .n trtr. prorntl8 dd agrtcr to turnlrh all malcrlrt end pcrronal pr+crty of stry rlalcrtptloo, and
lo dlllocnlly and futly p.rirrn all wrl hrdnathr dlrcrtbcd t6 fh. coflctr|.E{toal ol
Sl.nba Prm Coodootnl'une
l0O3 B. LtDcoln'Tav:' ?. O. Bor 1187 lrrr'trr^r" -r- r|clrllot |tolcrlr
, hcr.lmfler ctrllad th. frolGcl.
Jo be locatad of , tor lt|. r,38 rrld banetll of
, h.r.truft6 d*lg'nalcd lha Omer;
ln rtrlcl accordance wllh lhc Gonlrrcl bctwe€n the Crnlr.clor .nd lhe O*n€ir Gnt.rPd Inlo October 6. L981---
snd hrrebry mrda a p|rrt ol lhlr Subcsrtract by reference: tll h |t|r complst€ t lttfactlon ol $r. Canlr6clor, lh€ or|'ner, rnd the
ri'prerenfaitve ot the Ornef rulhorlrcd lo Inlei'prgl and ludgr fhc pcrlormanca of-lha !tor...ld Crntracl and nlm€d tteraln lr
.rlr,ir..i, cngincur. conhacttng ofltcrr, or olhcrwdc, whlch riprcrcnietlvr rhal I herclnrfter E der.fqPH.lh" g{n.t"t Ar-fPll-t{ aq-tl
ood a oi wlitch shalt bc doneln tlmely, falthfut .nd strlcl cornpllance wlth lhls Subcontrlcl and lho cntlrc SirbconFacl Doclrmenr3 .is
dcccrlH and-detlned In Sccllm D. Arllclc I herool and elsethcre hereln.
SEc,IlOtt 8. The SubcirntrlGtor loraer to lurnlrh all necesr.ry mrnagemcnl. rupervlslon, l!bo?, matcrlrb, tooJs, 3upPllet, equlpmenl,
planf, servlc*. $undrla3, lpporlcnlnce+ englncrrtng, tesflng ind/or rny othcr acl or thlng rqult€d io dlllgcnlly ond fully perform snd
complele those portlons ol the work descrlbctl t3 tollows:
* SLubar Inc., a Netherlande Antllles Corporatlon, estabtlched io Curacao'
by L & M Professlonal Con8ultant6, Iac., a Callf,orola Corporatlon' 1t6
Attorney-In-Fact, P. O. Box 726, YaII, Colorado 8L657.
Cooplete atl proturf Eenals. court eurface -as-regulred gccordluB to the Scope Dran{ogs,
Cogstructlou Doctrnentg, and Project Hanual Book 2 of Z - SpeelflcattorEr Produced bJl
Brlaer Scott Archltecta, Vall, Colorado, tneludLlg Protect Mauual Book I of 21 produced
by Heneel Phelps Constructlon Co. Scope Drar*t ngc are defloed as follone: Archl.tectural
A.1 through A.82, ilateil Novenber 3, 1980; Structural S.1 through S.19' dated July 2'
1981 ; MechanJ.cal U.1, H.l through M.47, dated Noveober 3, 1980; Electrlcal E.l through
E.32, dated November 3, 1980; 91te PLan dated July 2, 1981 ; updateil for flnal archltec-
tursl drstrlngs A.1 through A.95, dated Deceuber 7' 1981.
All sork aod naterlal deecribed ln SectLon 2L - acope B only are lncluded wlthin the
scope of thle subcontract ltlth Bo excePctona.
Your attentlon le epectflcally c.alled to the follord.ng Lteus, wtrlch are lncluded lu thle
subcontracg, but wlthout ltnltlng the seope of lto rk as provlded above:
1. Thts worh wae bld ou scope docuruent s and uo change lu contract Price wlLl' be al lolted
lrl thout an agreed ehange tn scope.
I{ork ts to atart appro*1Eately August L, L982'
shop drawlngs, brochuree, and/or sanples sh81l be subnltted by llarch 15r 1982'
PaJment and Perforoance Bonds oo the forne
requlred for work uoder thl8 tubcootract.
of Hensel Phelpe Construcrlon Co.
of lleneel Phelpe Constructlon Co. trlll be
Ttre bond le to be purchased for the dccount
SECTIOI| C. Thc C.onlractor rgrtcs lo pay lha Subcontrrcior lot lho blthtul rntt complett parlormanec of lhlt Subconlr.cl lhc
3u6e1 ErGllTY THOUSAND Of{E HUNDRED SEVEI{fY NO OO DOLTARS
6 80;t7O.0O - ,, subi.ct lo lddtflofls.nd deducilons for chlngcr agrccd upon ln wrlllng or d€lcratlncd os hcrelneflcr cel
forthj and lurlhcr 69rec3 to mske all p.r al and fln l p.ymcnts .n acco,rnt thcrcot rolely In rccordrncc.wilh ^lh.e^
teJ'ns and prgvl3lont
ot thc Subcontract Documenr! includlig, uut *ittoul reitriciton ltrerito, tbr provirlonc ol'S'€€tlon D. Atltcle 5ol lht! Subcontrrct-
( Pagc t ol I Pagcst
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r.r. a,c.. rraa. c{4 @at c n|lmal tleb.
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lha FalGt Utrtdr Lt r|bld ol lhb 9rtao. tral.
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. dlrbts , ctvbldf .a tb. cq#Gf rtrcmcdt rE b rrL.rt t b rr, diii'iG iri*iiio i -rtro.-.d ,na..-rtu guuiqrrrra,-trr ltooo
,..lrrn.[crhrarrq"r'"or,ii"6.n*l".'.h,5qt',p|U3.[|jel-'il.lrrea.gta.d'nl|.'.rtr'rt'rmt|'F'ta'i.dl't|t.}.dr.rc.|'lr@P|''tdF.r,9.9'fi, i6cq6'.G5' h rr."rtt"cTliffii ffi qa!-r+tn-ii_uccrr..r. iiriEirt Jci iCrnonat rltrw rirr ot r iltnllrt .rtutt b rtrcltlc.llv €rlhd F ln tr' cI$ h cfr"
{,r,,h|cr|.f|'!ip.€rnGrrn'.J-#J'r;fiilrirbl'r'rci.sd-:.,.;;-'i;;;-di;rgu.l.,-i'tau't'."trFt|rt|.dudf|i.|.r'Eo||hlrsr,bCD.|kld,|tEr!d;; ;;a ostirb;focror *|.tf Crii* g.a urb.d t ld nr.L.Ll. rt ll* ld{|. tlOE t a|g.r|t. la lh. Ctrkact .
A'|.3b.5.w||"]|Yt.l''rr.Y!.!'!tdf|rc..xrYbr*qrrh.do.rodot..th'cGn|ncio..h.tlie,.r|}r.dbo.cwt.id/.!"9t.Iry.po.'|oo.|th.Frt.?rlch'|.r^r||ttf9!'||.tt'.7|vrrvq,rerr.#iiiliiiill;G:6;d"fi'",jd;rJrojlccrprrrrccrrrrrg|byl|*-(Ivner,brrt!,d|t,.!..'rd/o.oGGup.|ld|rl|.||no'.r||.r.t.r.. or r.E t,or* tr|d irt|'t trfi"d nb.blnrrn df,iil ciJ;ifi;;p.t!. $r d.|G;l ln tnttlrllt id r!.t'n nthlP wtkh mrv "6Jr t d'i+Lp trlo' to
c.o.*f.Gto4..|..t.|'od.c+qr''bti'toth.of.'.P'oY&'.r!'b;;,6i.AGo.'i'icl--ri'iu.-rn'ripo'.3bt;''h.m.t'ln$,rcro|.lurnror|!olq|wql.3r.Yd
rdlaa 6rDl- b, tt c! raclq., rE' tsr frt |trtrra t rrb trt l| ai-ro r crral u nc tota t t'thcrc. aa ftr rr.tt aclr d|fLg t €h 9.rlod ef u$'
r:'"' sEcrto g. SPECIAL Pnovlslot{s
ACKHOTTVLEDGEMEHT OF COMPLETE INSTSUMENT: Bound ln rnd with lhese I Pages numbered I of 8lhrough 8 ot 8. lnd
hereby acknorrledged ar behg rccelved by rubcontraclor. 6re the follewing exhlblts or.ttachments numbctcd:
lN WITNESS WHEREOF, thc prrllcs h.reto have ex€cuted lhl3.greemenl lor lhem3etv.s, lhelt hetrs' Greculors' succes3or3'
HENtrEL
( Con
Dalc
8y
.1.
r.- l'
abovo wrlffen.admlnfrf r.tor: rnd t$lgnt. on lhe dal aftd
( Page I ol ! P.96t
(l(ll,'
;
gqt
ii[!{iEt. PHELPS
c0itsTnucrl0tJ cc.
selcc*n*rar i r Evergreen Tenols Court Constructlon Co.
r Teanls Court Fenclng and Equlpueot
e Sluba Run CondonlnLume
1l0O N. Froutage RoaCVall, Colorado 80657
o 18160 - 813I
Tlb 9sbciitra€r leldce co*irrr of t 9c1cr rtabcrcd. l C g rhrooltr ! ct !, md dfrfhn.lltrrlrt,rrrd
PLcrr ctfh oclodrrd rlgaatnrr (rl t;d r*ura t1l0 Go?k, .r cnor tr l*r&nrag dficr rlcn olsr.
E A ca7 hcrlag oor rtrl fr rrrrntd lor fcr flhr.
O fq radf,lccl crff h Ldrd.d le f. .lodl4 cocprln /lr fonrerC.
tl tl..- rlr.lr fL coft rltcl rl lcw Lahd .r Frr*
trrFot?AXt
Hr fnrtllr .f rfb !*c.!r]..r r.t L rlrurl. -lrra r 1rctfid df*. ilr df,,r|t-c-trl aa cr elllcr ef sr ecl?r*lrr. pta.r. cr*rer lrrlrl *fic. a rcr ll Jrr tsn rrr'rirrtrhr apdil rtr prvhlrrr r| alls tefc-rrd.
'll
{,OsccrNTFrAcr ( I
January rr !2- br .rd batYr.on
Stshltn
hcrolnrllcr callrd th. Subcoatrrclor,.td }bna.l Phalp Gonrfructbn Go., r Colorado Crlrporallm, hlrclmftrr d*hnclcd lht frntr.clot,
WITI|ES9ETH: Tbrf fior rnd lo coGldrrrrbn of lha mulutl promlrar md oov.nrnll hrrola conlclncd, thc gubconfrrctor rnd th. Cor|.
lrlctor rgrcc !i follryt:
gECTlOll A. Tha Ssbcontraclor covrr[oi3, promlrac rnd rgrcs lo furolrh lll mrlGr|ll cnd porronal propcrty of cvcry d.rcrlptlon,.nd
lo dllbcntl)t rnd fully pcrfam all worh herulnefh? d$crlb.d lor the cofft?ucfloft ol
Slnba Run Condoululune
lo b. loclf.d !l Fron , for th. u3G rnd bonctlt of!sluEc'- . hsrcln fler derlgnalcd lhe (hmcr;
october 6. 1981h rtrlct .cs?dance with th! conlr.ct bclwccn the cohtr.cfot .nd lhc o^rn3s 61636 1,16 Oc tober 6 ' 1981
and h$aby mrda a ptrl of lhlc Subcontracl by refercnce; ell to the complelo 3.tirtrcflon ol fh. Conlruclor. lhe Ch|n€r, lnd lha
reprc!.ntallv. of lhs Orrnet aulhorlzcd lo Inlorpr.l lnd ludga lhr pcrformanc ol ihc aloresald Contracf .nd namcd lhereln rt
archilccl, drglnccr. conlrrclltrg ottlcer, or othcrw116, whlch reprerenLflv.3htll herclarfter bo dFlgnrted fhs Of,nlr"r Altlrorl:ed Agxrf ;
and lll of whlch shall be donc In llmely, fallhtul rnd 3lrlcf compllance wlth thlr Subcontract rnd lhc enllre $rbconlruct Documentr !g
dercrlb€{t lnd dellncd in Seclloa D. Arflcle I hereof and el3ewherc h4reln.
tECTtOttl B. The Subconlraclor agr6c! to lurnlsh rlt n€cesllry manrgemeni. supervlrlon, l.bor. mrlerlalt, toolr. suppller. egulpmenl,
pbnl, 3ervlcc3. sutldri.t, rpErrlFnsrEG., englneerlng. te3flng lnd/or rny olher lcl or lhlng raqulrcd lo dlllgeolly and fully perform and
complef. fho3e porfioni ot lhc work d€rcrlbed as lollo$r3:
* Sl.mba, Inc., a Netherlande Anttlles Corporatlon, eatabllshed ln Curacao,
by L & ll ProfeesLoaal Coasultants, Inc., a Callfornla CorporatloD, lt8
Attoruey-In-Fsct, P. O. Box 726, YaIl, Colorado 81657.
Couplete all tennl8 court fenci-g
Drawlnga, Coostructl.ou Docrrmentg,
. hcrGlmfiar clflcd thE Proi.ct,
equlpneni. bs requlred accordlng to tbe Scope
ProJect Hanual Book 2 of 2 - Speclflcatl.ons,
eud
and
.,oroduced by Brloer Scott Archttectar VaLl, Colorado, l,ucludtug ProJect l{aaual Book I:: : 2, produced by Henael Phelpa Coastructloo Co. Scope Dranlnge are deftned as follous:'drchttectural A.1 through A.82, dated Noveuber 3, 1980; Structural S.l through S.19,
dated July 2, 1981; llechaolcal U.l, !1. 1 tbrough !t.47, dated Novenber 3, 1980; Electrlcal
of thlB subcontract ulth the follonl.ag belug the ooly exceptlon!
1. Proture surfacLag aad coatlng aud gane llaee.
8.1 through 8.32, dateil Noveuber 3, 1980; Sl^te Plan dated July 2, 198!igud Ftual
Architecrural Drawrogs A.1 through A.es, d'.atli:?]:.-i, f.91. (fr)
&11 sork atrd Eaterial deecrlbed lo Sectlool E F, aait& le lnci;taed wlthln the scope
lour attentlon le speclfLcally called to the follovhg
aubcootract, but rrithout ltEltlng the acope of rork as
1. All appllcable saleg and uae taxea.
2. there wtll be no ehange 1& coDtract prlee unleae an
occurred.
Iten6, rtlcb are
provided ebove:
egreed to chauge
lncluded ln thla
ln eeope has
3. 9'4' sludsereea lu lleu of 6'-O- rrlndecreen.
Ifork'le to Etart approxlnately Auguat 23, 1982.
Shop drawlnga, brochurea, and/or aaoplea Ehall be subl.tted by t{arcb l, 1982.
JECTloll C. Th. Conirrctlr rereer to prt rh. SrAcoo|trctor |or fh. full, tllthtut rrd eomglrir pdannrncr of thb llrbcontrtr€l lh.
f nos TllENTl:flO TEOilSAilD ONE EIINDRED lEN Al{D llo/100 DOIJ.lBli ry
"Y 22 r1lO.O0 - l, $bl.d ta .ddrtaolu.r€ d.duc drr for draqla.tru€ rfolr h ftflng f dttrrmlrrrd rr h.rctnrftf rt
,. lq.lhr r,ad furttE.grc.r lo nr.h. ltt p.rllil .ad tlml paymcoh oa rctornt thrcof ddy h accordtts rlllt f'r lormr rnd provlrlo.rr
' of ttr. Sobaontrcsf Docummtr lnctrrdlng. but sltbo{rt r6trlCloo nrraq thr provbl&r of S.c|lon D, Atflcta t d tldr Subca.rtrad.
( P.Oc f of I Prgc. I
Y"^- rlro,r',., on r, Ar t I c te .o t cm'nrgi rr6m er )
rl
|t'd^|.w.^||olh.lr''ntol'ht!9,!coilr.4l.fg.th..,9'b(nrrtr.|o.,9'rrr|o.^,do-tlr.''bY-,G(.'lfD.[drrc|yt|vol|ru||||.t.|'o.1a.a,gt,nYd.||!.|qa,tjto'tt.|a'.nlo'}t.t"'.i.l.tl.r6,ur'.r.|'.r.h.'.r6i|$tttt.|'|'.n'Fdtl.l.o.||rl'.|'r.Grrh.|.r.r,Id.l|o''r..i.trr.ad/dl|r.r'dr,i-r'.l,r.'ly,n
lsit*itltllttttt|c|o|'r..n.l.'l.|r,r,Ppl1t'.'oo|.,fIh|'.rY.|qv|o'tr.rr|..'}d$l..o!fhlGh'r.'bF,.4.|'!.rc!J'..,$.doft'.d'r,b..*lr
**''tl t*e ltit 3ut drtrrcl ar lr r trr, A,a'{'C o. a*]NC !V tr| Fad.rrl. tiat.. L.cd a. oirai tlllkal r|Hrvbbns.trfiqt.
* Irirfrct ratlrtritt lo lha C.st rctq f|l,r h' aaoatvtt h rttrlcr.
ff h (.o.rkd .nd ro.rrd ltt ll lt r lx|l lt t rctl.. of ,ra Contr.cb h ..rr ?/'tt/!x,'| nff fm lrrmct replk bl. tt 0,.}t{ cdriral, t, h fa a}hrfdl*, tf
9l'|tc|9|||[Gq|a$..dh},(h.Ftl€'a|r|ch'i.Yt.'u.nhri.db'th.o,n.r.l'|.t|h.r|n!l.o..hgrud6'ltr.\hf'|b||r|6o|3|6ccrhrG'r.T.|f..rk'||'C.'rHb''|'.(bil.|(t.on|ht'tr...1cg|tr|.|h.subcgrl'-C|r,l||hrY.r'r|alC..r|i't$.!r$'f..,olkylh*tv.',|h'pE.lt|o.uo|'h.9,!@.tt&|do.!o|b||
,!r.r{rtor'!9oo'h.c.nr',(|o.|o(.'.'nY&!4ilt|ot|rhdrtv.'|rthrb.'{t|to|$.l,bcoi|'.G|i.3ub<,ol...to'|9'rG|hc'||trBU'n.f.tF0|lt{Ih
a,|E'.'grr|Dr,'.nt.l.'.t'o.Cl.l6'h..vcdt|t[co|tk.Glor.'ror,|dcb(|toorry8undGrrni*|a{''.nct.hGl'bCg.r}''c|o..9.C6|'u,b.h|,|'nbldI&t
.Co.'P|.|.b".|tdogno'thl'sUb,co.|'..glP.i..'&0fio''r.'..|dt''t|bor'.rFe]rdDH.loo|l'i.,9D1i6o'.n'o|tEr't|.9or.'l|c!.o|v.|u..thcCol
SsbEoolracl trroarnf tla|ld ha.ain, all tt day ba Eqrlrad ha $1r, Frtgota ot dclc?rnlnlno $itr rtrda. tdd cDyaraga.
lr$ah . Thr 9r!.qf..cior. tn Frlormlne lha fort aa{vlrcd bt thir 5ub<oifn.l. rt nol atltqrl nlnata rgsinrl rnr rrnglotcr o. teFikr6l lq' .tnglttDd{ beeu.a ot
!a& r!r. .ara. gtrrl, .i{r a rrrthial Flgltt
'}t.$sG!.|t..<'o".9.ctit\!lth.''tc.di'r9Pr'r'.r'f'ub.er*'r.dvcrb!l|mht|'o,tl1'('|tc.!ubGoi|'rcbwhiGhthlt|bi.n.d.F'r.,.irtA|chlhid.Fo''h.'.,f'o'.o|lntrrpr.||n9|h|t.r|i<|G'!..$AEo.tklCr,hr!g||{d.r.nytoih..t!nl.lcdhtob'|h.s9bgd,|t'.!|o'w|'hln'|n(,iY|d9.'9rr''|6t|'.o'l.vtl,o'o|ht'br'in4tr'tr'9.irGo'o|fC.l.9.|.rrt||'.|grr'fi'i{pF|olrh!,,o.trob.P.f|o.''!dc.rn!l.'i.|t|ob.P'ocr,..d''.|.vl.
lrr. F ol.rl wtich lr lh. grbi.cf ol lhir Sub.oilr..r.
lrl|.b{t.lhc.|'.ctlv".l,|to|lh,ts.,Dco.|'r'cti3h|rnd!dbybolh!'r',G|bb!|hrt|.l.hd|<||.d.t|h.t.oh'rln9otthtis,ubtur|'.t|.Th.d.l6.p'c.
al lh! rrd d $fr doqrm.||t .ncrrlt tndaE,lr ltr! (taLr ltul lhc dgmturrr ''c'l allltcd,
lit.h{4.t.{.h.69.<rros.qrbn!h'!al'!,t.q|t''.trr..tdot,|!{'9e6$d.!.rf'h.|]t'f.!rdrUt,|||onc||'.so.rrqb.FdFn..''tt.|tb.|o.l'|.r,ol..ld6c
b.l.it !t ddlrXa G. datsa at $E!a ttrrs diatr tr l.r,frk$b ai.rrtiar.d E tiia f\<H h t atlt|dd lq!" Er r.!fl C hb L*(trttxt- rh.rL ti g.<rb^ I lr-.o1.
i dli,bfg. q. Otri.ti .t th. Cc.rrt€t $rd{i<ariqrr ii r!|t3rqf b rr e*vilrq rr'r rwr ro tr fasrl rrgr }b lrtaErtQ.r. tn td!atir..E rtrd- r.Lx **Yd. tGt.a
,r"l'rn.Dq|lh.|g.t'tqt,|..dby3,drd|vldon!.dlrtig*9h$.|t|ddtttd|rtfr|.|t'o!,..r*.$'rn.rn.|r.9.'Gr.}|'F.|oitt|db'.fc'.t'-..C'.ftr'|9.'4dwil.!ubGoa|..cto'k|.r.cri'n9l,Gi|nc|P|tro.tEd.r'h6*;bccrtr.qt,vrhcthf'qno|tt,cblrkt[tlo.|.|'.|rttdtr.'to|.|hlb..ulU'.b|9.(,llel|'
dIvtriairo,l,|!'ccl'lc||ict|,orin|n';th.rot|h?co.|k..|DadunGnt'.|'.nYintler[.ti.''|iob.|$fll.hrdbglt!oitnitr||rdrhd.'|trh.|n'hi!
a,€ .graad lhrf l$Dgd.rraaclor thall dltivar lnd rrrload tald anrta.lrl3 t t lha lobtlle wlthqrt atF,Ea b tht Ctrlticlga.
A'|k|*'.ut}8rvF|t'm'yb.ut.|9|o'i.c.9t|.'toth.cdt|'.G'.o.iodo|o|hGc6t'.cio.'h'|lb.P.'m|nGdlooGGu9Y.nd/o?r,'a.,!9prriorroflhcrarrYrht(hh.!
![hcrFrtt.|tl't.tgtt'r'riP|.tcdb}h!sub<rt'".rto.t.lrt|lt|','E<|td,ind..c.t|'(Gtb.'.o'byt'lorgr.',bt,'|,d|95'od/ofoGcr|blorottilr9*eriatccof!rd9,6'k|nif'jgr|!|t''o'dbil.b|t9!|lon|o'D.|..9ood.',tlioyrrrrzaclrrelydc|cc||nm.t.r|.|trndYo'k.'|r'r|hip|Gbm.l
coi''.cip7''.lc'!rtr.nr69o.t'ib|tty|ch|ofarr.p'o,dcd,r'q*t'c'.tie5ulqo,'''.Eto.'h.ttno|b.'6'qrr|Dl.lr'fq.n.hnc.uaE.o|t,drF.|im.'rt.''b9
Jrd/cr ccqptrd h lh. CcehrcFr, .u. lo. rny A.nrgc $!.nio lttrl h dna lo !. G$iad bt llr rolG lraltbf,|.a ol |'r! Eonttlcbr durln9 ICh 9a.ha 9l ur..
..-.,ECTrOlr E. gPECIAL PROVISIONS
(Cont. on Page 8A)
fAAnrd..t.3UbGqr|.e'..t,l.l|,.6,|.bad'rr.,r'..'d.|||tn.|.i,r|'{|h.'.',rm'rc.o,'||iUb.Di|'(|tva!n.'|.rcodrF|,h'r.Eir.of.Ll*||f'|lr|.',|b,,tt.ri a fiArttqado,/r rmpto]ntr o .aaur.db,lft a,'td b&r.n a Gtrarlq DUblr,lLUlEf, F4.Jf tbthra art tvb.qrlt*!.1cnkGl6l I6lllrt L.turtt lldrFlnt
Trr ri if^Oo lo rtt trr rrtrrnin r rtlt c;rr*ri ol }rqmuthr. Irrrctr rd o,t . Elrld.r, le dn *r., Dl br f, ta(tS Par acrtttla {dtd l*{[t lo. lSrl'ort.glr a nluarr nctuo{ cier, rvrhro ty rrtror orr trnrnrdcrGd leb.qrl.-rt.d ht . *rt o. r"rJ|l? tq?,lF4q F^ig{llnlqqlf?!ry !T qt".ft!
f f.qirtv. iita.htar tr.i|r<r o.,rrr9r cdr b. b| cr,rrF,r ot f;tElhrg !ub.d rrlu'c'drr|',ft a aalt f r{F lb' All htlca_laldt a httnn ar!dl hjiifriirrri-t" tr|| ti3. rrt Gt.at In I c.;Da.v !. aaitt||*r i.rStrctat loCvttxl.., at LtrkEblr atpalr, rt€ sttll par!rruE h tl fatt ls !in rca drtn n 3U
Ittd D.to|.||t har !-n,t$t d In avtn.F. afrl7|.l Fdtr, rrci ertrrr Jrrflb g,}lrl lo llr '|orl.aDtl !|.tco trlr r[l L dnaa t lrt ll0, aa,Fr$16 qtlct Ltt!g,itlh*'a.rq*|p.ttG'.'n|hrrr'i|c||,rtl'{b,5Gr0c.t|.|lan.ai6.PrYttr'ttr,'!n{'rr.c'trk,n'r'.'$tDnrt'3.,Dc!'|'Ib5cd',c.ll|.|.|d9.',i
*omo*laiaelir*ir'rttrorlnrol'r3r,!.g''F|ah.Jr.r.ci|8|'|.|dhg'lY.irrd't|''|r.rpt'd'nrth..'||d't'h}|.cd|r-|r,h|c|r'|rrIdf
afr ts'.of !r ftr t!.!'rt bi fmn fen-aryr perf L $tf.t'x,Vr cdrr.ttnGnlrt C ro.t hrtoAf- Iq Patt ltrhatlh so.lldtld At ld atI hatF*a 6[l dttltldafrt
acKiloTTLEDGEMENT OF CO|IAPLETE II{STRUC/IEHT: Bo$nd ln rnd wlth lhe!:8 pag* numhred I sf r lhrough I ol 8, and
hcrsby lcl(rrowtldtltd !3 bclng r.cetvcd by subconlrtclor. rrc tha tollowlng exhlblfs or .ltrchmcnls numbafcd:
lN WlTtilESS WHEREOF. the garlter hcrelo heve cxsculed lhl3 agreemenl lot them3clvet. tbsl? helr3, CraGrlor3. 3u€cc3lotsr
rdrnlnlstlrtoE lnd alslgns, on lha day tnd lcar tlrsl rbove wrlllen'
oN co.
( SuDconfrrclor l
( Pror I of E P.o€t)
tt-
| --
J
f[0' rt iil I 06
.--..'-'-..
i{ense! Phelps Construction Co.-. .-,- .--.. i .. -+--- Contractor
r P. O. Box 0, Greeley, C0 80632
E1 Paso Floor, Inc.
Reslrjent TL1e, Racquet Ball Court, and Entry Mats
Slnba Run CondoroLnl.ums
1100 N. Frontage Road
Val1, Colorado 80657
18160 - 8134
Thlr Subcontrcct foldcr coarirfr of I poger numbcrcd I ol 8 rhrough 8 ol 8. ond attochrncnlr
alnbcrcd
Ploorr offix crrthorircd rignoturr (rl ond :ciurn thlee cogicl cl orlc. lo lhrlrrula; officr rhorn obovt.
E A copf boorirg oor dgnoturc will bc rtuntd for yoor libr.
@ At oddirionol togy b laclgdtd lor yoor bodlng Gont onr. pl,nr fcrvod.
tr Phr: ?tfrin th. cogy rlk} rr hcrl hdkorrd or t.o.L
IMFON,TANT
xo portion cf rlir subceatroc roy tr cltrnd. &lotcd or quolifled r{r$ost rtr prlw rrlrtrcoosf of cn otlicrr c{ cur Gc.Frcdr. Plrcrr aoriccr lsiii, oft}cr ct rocr lf ton }evt 'ylwrfloar rgordlag tlrr prvblor of rlrlr Jcbco.rt gct.
t
/ TH|S SUBCOTTRACT, m.d. lhtt
lttc.,NTFrAcT O
18th o"r t Januarl tr 82 by rnd berrrocn81 Paso Floor. Inc.a{r raso froor, j.oc. _lgl85o llancock Drlve Attentlon: 8111 Elnck1,850 ltancock Drlve Attentlon: 8111 Elnck
hcrelnaflcr cellcd fhc Subcootrrctor, rnd HGn*l Phelpt C.onglrucflon Cr., r Colora& Corporallonr hcrolneflcr dcrlgacl.d thc C.6nlruclor,
WlTllESSETHr Thal for lnd In cooildGr.llon of lhe mulual promlgl lnd coy.nlnl! heraln contrlnad, fhc Subconlreclor tnd lhe Con-
traclor agrrc !s follow3:
lGCTlOx A. t'he Subcontr6sfor covc.lnlt, pf,omlr€i rnd rgr.s3 fo turnlrh rll rnaterlel cnd pcrronal property ol evcry descrlpllon, and
todl1|9Gn||yrndful|yperformal|workhcrc|natterd6cr|Hfoflhccons|ruc||onof
S tn{Euoloqdo4lqlume , heretn tter calted the Prolcct,
t , fo. ttre us" anO b€neflf ot*Sl.nba, Inc.
In rlrlcl accordtnce wlth lh! Contrlcl between lhc Conlraclor and lhe Opmer enlered lnlo - , h€rcinatter deslgnated lhe Orrrner;
October 6, 1981
.nd h6eby made a p6rl ol lhl3 Subconlracl by relerence; rll lo thc complele r.ll3faclion of lhc Contrlclor. the Omer. and lhe
r.prelcrll.llvc ol the O,vncf, luthorhed lo lnterprel rnd ludgc lh. pcrtormrncc of the rfor$lld Contract lnd named lhcreln as
.rchllccl, cnglnGcr, conlracfing offlccr, or olherwlee, whlch represcniaflvc:hall herelnatfcr b€ deslgnaled lhc Grner's Arlhorlred Agenl;
.nd .ll of whlch shall be done ln llmcly, fallhful and strlcl compll.nce wllh lhls Subconlracl .nd lhe cntlrc Subconlracl Documenl3 as
descrlbed and deflned In S€cflon D, Artlcle I her€ot snd.lsewhere hereln.
SECTION 8. The Subconlraclor agrees lo turnish all necessary mgnagemenl, supervlslon, hbor, malerlsl3, lools. supplies, equlpment,
planl, s€rvlces, sundrles, appurlenances. cngineerlng, l$tlng and/or any olher acf or lhlng r€qulred lo dlllgently end fully perform and
complelc those porlions of lhe work d€3crlbed as lollows:
* SLrnba, Inc., a Netherlands Antllles €orporation, e8tab1l6hed ln Curacao,
by L & ll ProfessLonal Consultanta, Inc., a Callfornla Corporatlonr ltB
Attorney-In-Fact, P. 0. Box 726, Vall, Colorado 81657.
Conplete all reelllent t1le, racquet. ball court, and entry EatEi as requlred accordlng to
.-the Scope Drawlngs, Constructlon Documentg, and ProJecc Matrual Book 2 of 2 - Speciflca-
\ ;lons, produced by BrLner Scott Architecta, Vall, Colorado, lncludlng ProJect Hanual
-Book L of 2, produced by Hensel Phelpe Cooetructloo Co. Scope DrawlaSB are deflned as
followe: Architectural A.I through A.82, dated Noveober 3, 1980; Structural S.1 through
S.19, dated July 2, 1981; Mechanlcal U.1, M.1 through M.47, dated Noveuber 3' 1980;
Electrlcal 8.1 through 8.32, dated November 3, 1980; Slte Plan dated July 2, 1981 ; and
Flnal Archltectural Drawlngs A.I through A.95, dated Deceober 7' 1981.
A11 sork and materlal descrlbed ln Sections 9E and 13T ls lncluded withln the scope of
thls subcontract wlth oo exceptlons.
Tour attentlon le speclflcally called to the following lteos, whlch are lncluded ln thlB
subcontract, but wlthout lloltlng the 6cope of work as provlded above:
1. A11 appllcable sales and uae taxes.
2. The uaterial holot ls avallable wlth notlflcatlon 48 houre ln advance to the Hensel
Phelps Conetructlon Co. euperintendent.
(Cont. on Page 2A)
f fgCftOX C. The Contractor .9ree3 to poy thc Svbcontracfor for lhc lull, tDllhful lnd comptet. Pedornanca ot thlc Subconfract the\-;"-o1 FrprY THoUSAND oNE EIIMRED ETGBTY-FoIIR AND N0/100 DoLLARS
-----
(t 50'184.00 -- l. sublcct to.ddlllon3 rnd dcducllon! for ch.ngcr.grccd upon In wrltlne or thtcrmlnGd rc hcrolnlttcr rrl
forth; and furlhcr lgrccr lo make rll portlrl and ltrUl paymenlt m accounl lhCrcol rolcly In rccorduccvith,ltla laltl3 tnd Pr6rl3loni
ol ihc Subconlract Documents Inctuding, but wlthoirl rclrlcllon thcrclo, thc provlslon3 ot Slon D, Artlcb 5 ol thh Subconiracf .
( Page 2 ol t Pages)
rfD
I a
,:
,/
,/ *EI pgso ploor , Inc.
s.3i3.fil"il:,:;:;.*
Page 2A
o
Sloba Run Condonlaluna
1100 !1. Frontage Rd.
Vall , Colorado 81657l8lro - 8134
by March 1, 1982.
Constructlon Co. wl11 be
purchased for the accouot
3.
4.
The acope of nork for Phaae lD (the norrh bulldlng) can be added to thle gubconrractln the anount of g61029.00 no later thao February-is, t9g2.
There wll1 be no change ln contract prrce unleee .an agreed to chaoge in aeope haaoccurred.
5' rt ts underetood that aDy rnlnor floor parch as requlred for tlre 1o6tallet1on 1s apart of thls subcontract.
I,lork ls to start.approxlmately Augusr, 15, 19g2.
Shop drawlnge, brochures, and/or sauples shall be eubnltted
Payroent and Perforuance Bonds on the forrns of Hensel phelps
requLred for work under thls subcontract. The bond le to beof Hensel Phelps Construction Co.
rF,
Arltd. at. lubc!'rtr.crr ,rrt| t orlo ra.rrarnrdn r a ||.rr. drtq, '.,rbrn'r.a d lt{a $ico, r8t wqbnl|,l CttltmrdbiJt":mr€dt U$llltt |tlrt'tc| lGts*ffiffirJffi;*#.i'lffi#,ffircFr.'rr.rlorwrtrarrrvrrpioJiii-iliib.r'tr.,.'r;r-rii;rriffiiiiln-Jc.J.p:,_q1:^1!LY,!g9r-,:atlffiH,Y.*[g::fr5fiil:5'';i,j';l;fiifi;ff;.8fi;:ofri;fi;iilfi;ilfitr,;ifi;-F:&iqtr,lrlnutrrFrri".,u-h-tunr..rcr.''b.n.cccrorrhbdmd
ltn l,qrn nt ls br.n tsrr.d rn.ttd.{x. ab.;r. tr'ittr, frctr rnrrta rfrJiL-iltn i r.;rt!-q"t-ttrl Co.rrrra rntrl b. tdndb in |l') h itttlt Ellct b"ot'
G.rladtrrbrt rit rudr po <y, toth;tcflrr rrrrrr,* crncrtr,lf-, |c ri"Efr5r'i-friii.c.,tt-lt,ttrt F lh.t ttf ir-lua.sri-E t'' 6'ct lh' r'lc P'vtrr'it
frstr rrDrr.tf t;. r t o,.q,1rilvort1a toitr lru7g1trA- *-i*r. c- ri.5i..t nj/n r rr-rtrlsr ndrtita mr, ba nha tllh lb Csd?xtot t|lhlD thrrtr d"t tl lh'
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Ctry|rc. talld;t(.y lo lt Cq .xla tatr t i! tlc.lt|d In lirolocr.
l|hrn...r}6d&id|c.t.d|h.||l|urtf|h|'..Gt|G.o||hconlr.G|o.too..Yi,|}d..rll*F|'|l|Br.nct.PPll€!bb|o|hoFl'n.G'||'..c|.r.brt'|..|||.l,|.t|Ybp.f|kl9.t.6G..|n.vrrr'|ntuGh.F|kywh|Gh'n.Yb|urn|thdbylh.o!n.r.h.||t{rhdtlG'|rG|r,d|''0.|n3'!blt.v.|u.o'r.,b.q|l'|Gtt,To.ih||
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lha FDl.<l f,'htch It |tE t|Jblcct ol thir Ssbconlracl.
A'|lch.t.Th..||.c|lv.dr|colrh|rsUb<G'l'.cl|t|n|G?E|cdbytElhp.rtlGtbb.th.d.|.|'d|c.tcd.tth.b.9inn|n9o'|hit3UbGo.r|'.G|''h.d.|.!|9e..r|nobr3i9|UrG3
al lh! .rd gt lhlt dg<um.nt m..tlt inrti<alc lh. rt l.t lhll lha tig^'tvrc: we'G 'fflx'd
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Ariicb at. \tn!n!v!r may ba q*lul gr r'ra<!ttaay lo iha conlr.cto. to do ao. tha conhactot lh.lt bc t rmlllcd lo occvpy a'd/or 1," rny po'tton ol lh! wo?l shi'h htt ba'€n
.|fErp..|l.||y6'o||yco.'rp|.tGdbyth.5l,b@it'.c|dhld.|i,,"rrn.e.Iilo-niij-"..i"pGiirr..Jrlvrr'..i'b!|.u.hJ!'..--|ofo|hl.9r,.rntrolcctdt,/orr'ni'n.|c'|r|''F.<dhl16rrgrrrontJiigiiiJiii."i-p-'..'ivaaccitnmarrrirrr.ndi6nlrn.nJhiPwlt|€hln!ycgrF&v
c.o.'|l'.(|o',3r.|G.3.t'omr4poitib|l'io|h.odn.r.Fov|dGd,r'o*.'.''.iri.i"t..ni,acro,sirat|no|b.'6Poorib|.'6lhGF.lnl!n.ncro|rUchPor|o|
r(uo. cqrptad by th. Co6t .cto., nd lor any d.ma9t tha.ato !t|.t tr due lo or crured by tha tol. tlgllg.ict oa tha Conkactot dt tlng a'ch F tLd of ut.'
r '.gEcTloN E. SPECIAL PROVISIONS
(Cont. on Page 8A)
h.tttProvlrlon:, Arllcle a0 ( C.onllnr, - iom PUtt tl
,mli#*ii.,i*l#.rs#mi*lu*mr,rsn#gid#*f**xsmr#
;ffi;.; ;it-s.ru.g.r'.a .. r -i'.y b rneora r lrrri bt ;nt ?.d.rrt, ll.l., Ld.l ol olr.. Fahk l lrlatvhlo|r r ro"rY'
ACKNOWLEDGEMENT OF COMPLETE IIISTRUMENT: Bound In 6nd wllh
heraby rcknowledgcd a3 being rs(sived by subcontraclor. are the tollowing exhlbits
lN WITNESS WHEREOF, ihe parlies herelo have executed lhis agreemenl
ldmlnlslralors and 6ssl9ns, on the day and year lirsl above wrlllen'
lhese I pages numbered I ol S lhrough 8 of 8, tnd
or atlachmenls numbered:
for lhemselves, lheir heir3, cxeculors, successorS,
lbnager By
HEN9
(Contr
Dalc
PHEFLOoR, INC.
(Su
rdr\\-, Dalc
EL
Tltle
( Page 8 ol I P.ges)
l(
ryI
/a:il': '""r
?,':,,1jL:r''a
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gg'."::rl.*ti;jji:ii
r= l -ta. .1n**.'-1:-tEii-r^;'6.i'a',-
o P. O. Box O, GreeleY' CO 80632
o Rlverwood Gunlte Poola, Ltd.
I Swlnulng Pool and TherapY Pool
Slnba Run Condomlnlume
1100 N. Froncege Road
Vall, Colorado 80657
18160 - 8138
Thir Seb(o.troct foldcr conrirtr of I pogcr aurnbcrcd I Ol E through E of t, ond oJtothhcal!
nenrbct"d
Plcsr qlfir ogthorired rignsturt(rl oad ..lutn
luriag offlcr thown obova.
three Gopi. ol rnc. ro ahc
E A copy bccrin3 our dgdoluta wlll b< rclettrcd lor your lilcr.
fi Aa odditioaol copy lr lnclul:d for ycur bondiag c..nFnt' ilcott lorlotil.
B Ptear rctoir tfit copy whlch rr lrovc indkotad cr toerl.
IMFONTANT
Nc aotlbn ol thir S|rbcoatroct ,net ba .ltcEd, drlctcd cr quolilicd rirhosl dir Pdor vriltcn
ccqrcnt cf or olficcr cf our corgorolion. Plcctr toaloct lrtring clfict ol ontr lf ;ou lcvt .trt
qrr.rio.a rgordirg thr provlriorr ol ttlt tebcchl'o<t.
t__
o
PrDi.ct Xo.
,o---ia,Q0^--.r
;{t ( C.onflnuc JM Page ?l . I
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t.& a!tr, raca. ttaad, cold a tl6al o.lgh.
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lha Fgl|Cl tJhkh l! lha rrblc.l C lhlr Sobco.iftacl.
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rt lha ar|d o( thlr dcu,n.'rt rnFrlv lrdlcalt lh. d.l.r lhat lha rh,ulur6 r..r.tllr.d.
Adkb aa. fith rcrp.ct lo Srctb. I harlot. !.rb<drt'!cb. rdnofltdgalri .grt.r lh.i-.ny ..qiltubtla; ot f. roa rc U pJoirri* itrtt Ur fo. ir. rot ..a crcletl'.
Po',o!.olc|.'|t'ti9|h.tt.flol|ho*|l.'i.t.lilGh[.t,Gcl'l..tly'tcrtriqrcd..bG|a9l^ctt,d.d|t!'trCbd..|'fr.fr'op.o|fbs|,bcq'||'.Giai"utonorct'titoirdrhcc.drtr.ctt9.Gl'iGr||..!b.r'..'.dto|nd.'<ribin9|tcrort-tob.Frtorndut.nbs.,bGqr|r.C|.,'t.,b.qr}.Gt.!h.||,i'|kr.h|'id,!.r'f'n.||o'|hwo.t..!qulr.dby9,chd|t|'|o.trd|vl||odJ'Pt4rt||ddl|di.l'!l.l.dt..|.o|!dmtt'ra.tt'.F[c0y'..|'u.'by||!rt.d..'Crtftrihrs,hgrt'rctortrcxca,t|n9|h.'9.I.(|9!|to.tr,.crf|t5gb€'.|k.ct.YJh.lh.rgno|.r,Gh..'dt||dr.|rr|.|td*ko||rt'n3t'6h,'tbt.<|nc.||yC.|b'rlnl|.d.n3'rdiv.!|d|to'|h.!,.<|||c.t1oot:Fh|nyolh.ro'thGco.||'.<lDocun?'ttr.||.ny'n.|6lrb.rrlob.|'i|'h.db,F|ho|.l|.d9s.7fr.tFfno,|nltt.,bh.Gi.i
ard aorFd rhal Sub<srtraclor thall dclivlr and i.bad ||ld rnalcrblr ar lh. iobslr. rlltqrt axpansa b tl. Cmtl<ta.
Arllch a5, WharEv.' lt m.y bc uaatul oa rt<lilary io lha Coarlractor io ato !4, ltt Cdtrra<to. rhall ba Fr|nlllcd lo o<cvgy and/of uE lty poatlon ol thc r|o* ,ni(i hat been
.||}tt.'.r'|.|ty6'u||y<gnp|.tGdbylf.svbcon|r.G'qbG|o..'in!t|ni9.<lio.r.n.l.Gctpt!^(G|t[..olbr!'|ornc',b|,ruchv|.}r
tor C trla guaranli ot t!H v€and antlGrltlt rg d htr 6li9.tlon lo rrrla good athlto arF a $y dctaGl Innalarlalt a,rat rctnranthig whl<hm!t occur d da.alitP gtlot to
cdrlr!cto7r.tt..r.l'o.nr$Fr3lblttyiolh.o,Ynr.,Provtdcd,ho*v.r.tt.9,b<o.|t..G|orth!||no|b'nFddC|fh.'n.lnlGi.areo|q,d|Po.||ono|rl
.ndlc. Gcuttd bt th. Conkacb.. n6 tor |.rt d.m.ga ttrrrio tt'rl li .tt . to r c!r!.d !t thr !oa. rrglh'.t(r C ltr Co.tL.cb. tlttl|rg rrch Frld ot ut..
sEcrtoil E. sPEctAL PRovrsloilg
(Cont. on Page 8A)
ACKNOWLEDGEMENT OF COMPLETE TNSTRUMENT: Bound In and wllh fhese 8 pages numbered I of I lhrough 8 ot 8, and
hereby acknowledged rs belng recelved by subconlractor, are lhe tollowlng cxhlbllr or atlachmenls numbered:
lN WITNESS WHEREOF, lhe partles herafo have exaculed lhls agrecmenl for lhemselves, lhelr hclrt, cxeculort, succcssors,
admlnlslrllor3 and assigns, on thc day and year llrsl oboyc wrltlen.
/z-'t:,.
,) : z- yz-Tille
RrVERWooD GIJNITE POOLS, LTD.
(Subcooir:
HE ctroN
Dllc
{ Address ol Rccordl
( P.ge E ot ! Pages)
-#o O o"' "
NTFI AC T
llareh -^It.L by rnd bc hrcon
'BLJ BCCt
Tll-ts SuBGoHTRACT, madc rhlrx,lvo ruood Gunlte Poolc
\-v lfftlnrfltt oll€d lh. Ssbco.r-haclor, rnd H.tt!.1 Phelpr Conrlructbn Cr., r Colorrdo Corpofetlonr trcrulnaltrr derlgnehd lhr Ccrftrcf .t,lYlTllESSETll: Th.t lr rnd In @ntldorlfton of lhr mutu.t Fdnlsot and cov*rntr hcrcln contalaod, ttrl SrUcontrrao..nd 16. Crn.
Att
lr.clor lgrca ot follout:
SECTlOil A. Tha Subcotraclor covmantr, proml36 rnd agrcce lo furnl$ lll mof.rLt and pcrronal propGrfy ot qrrcry d€rcrttlbn. andlodulscnilt.nd tullr perform athlfr-d;tJf;Jflff#rH rs thc comrn cilon ot
, h.rcln fhr cllt d th. Prolccf,
, fot lho uea .nd b.netlf o{
ln rtrlcf lccordancc wlfh lha contract betwaen the contractor rnd thc oflncr enl,ered lnlo
to the follorrtug Ltems, whLch are {ocluded in rhls
scope of work as provlded above:
and hereby- mad. ! Psrl of fhlr--Subcontracl by r€fe?cnca, all to lhe cdnpleL grllsfasllon of thc Conkasfor. lhe chflncr, and thcrcPtc!.nhllv. of lhc Ormr rulhorlzod fo lnlerpref lnd ludg. thc perforinanct st th. rtor.srld Contrecl .nd n!m.d thct.ln arrrchllecl,crt9lncer, contr.cflog off lcer, or olfierwtia *'rrtcn ripresnfatlve rlrall h€f,clnif br bc deslgnaled fhc Ormerr Arlhorllcl {eni;.nd cll of whlch shall bc dono In tlmely' talthtut and strlct cdmpllrnco wllh thls Subcontrrcf ano ihe enfirj jubcontracl Docurr,cn-|3 !sdecrlbed snd detlned In Sectlon D, Arllclo I hreof and clsewheic hcrcln.
sEcTloN 8. The Subconfraclor lgrcet to furnlsh all necessrry managemenf, eupervlrlon, labor, maferlals, loolr. supplles, cgr,ripmcnl,Planl,-s€rvlc.r, sundries' oppurtclSnses. .ngln€€rlng, te3ltng;nd./or eny other act or lhlng requied io dtttgcn y ind'fully perirm anacomplele lhoce porlions of lh€ work descrlbGd ar lolt-ows:
t Sl'uba, Ioc., a Netherlaoda Autllles Gorporatl.on, establlehed in curacao,by L e M Profeesr.onal cooeultauts, roc., a calt.iornla corporatron, lrsAttorney-In-Fact, p. O. Box 726, Vall, Colorado g1657.
couplete all slrlmrnl ng pool and therapy pool ae requl.red accordlog to the scope Drauloge,coDatructlotr DocuEenta, and ProJect uanual Book 2 of. 2 - Speclftcatloos, proauced b,,BrLner scott Archltectsr VaIl, Colorado, Lncludl-og proJect Haaual Book 1 of 2, producedby-Eensel Phelpe Constructlon Co. Scope Drawlngs are deflaed ae follon' ! ArchltecturalA.1-through A.82, dated Noveqber 3, 1980; Stnrciural.s.l.-rhrough S.19,-dated-July 2,1981 ; Hechanlcal U.1,,M.1 through H.47, dated Noveober 3, 1980; Blectrlcal E.l tirrougtr8.32, dated Noveober 3, L98o, slte plan dated July 2, 19gl; and upd8ted per flnalArchl'tectural drawlngs A.1 through A.68 and A.85 ihrough A.95, daied Declobei 7, 19g1.
A11 work and naterLal described ln Sectlons 13F and 13K are lncluded slthla the acope ofthls subcoutract elth no exceptlone.
Your attenrlon ls speclfically calledeubcontract, but without 1lo1tlng the
1. AII appllcable sales and uae caxea.
2. Speclflc equlpnent supplled ehal1
October 30, 1981 , hereby attached
Work le ro 6tart approxLmately August
conforn to
and -ade a
1, 1982.
tho6e 11sted on your letter datedpart of thle subcontract.
Shop drawlngs, brochures, and/or sanples ehall be suboitted
Payoent and Perforoance Bonds on the forms of Heosel phelps
requlred for srork under thle aubcontract. The bond ls to be
of Henael Phelpe ConsEructlon Co.
\
by March 25, 1981.
Constructlon Co. wlll be
purchaaed for the account
(Cont. on Page 2A)
SECTlOtl C' The Conlractor agrcc3 to pay lhc Subcontractor lor lhs lutl, fatlhful and complel. pcrtrmrnc! ot lhl3 Subcontr.ct fhc
316s1 FORTY-THREE THoUSNTD SIX HUNDRED THIRTY-SIX AND N0/100 DOLLTRS ------_---G 43.636.00 - l, rubiecf lo lddltlon3 and dcduc onr tor ctrcngg rgrccd upon ln wrl ng 6 datcrmlncd ar hercln ticr rl
- lorlh; dnd turlhcr agraes lo makr all partlal lnd linal p.yment3 on lccounl tharcol solcly In lccrdancc wllh lhc lerrns lnd proylstoni
ol lhe Sub€onlrrcf Documenlt includlng. but wllhoul re3lriclion lh"rcto, fhc provtslon, ot S.ctlon D, Arllctc 5ot fhlr Subcontr.cl.
( P.9: ? ol t Pagc!)
<TrFrrur -atr 4--+tr ,tffi+
.. P. 0. Box O, Greeley, CO 80632
':{..'i'r ,t..l
:.I'
Hardlng Glass Iodustrlee
Skyllghts, Storefronts, Greenhouees, lllrrors, and Fleld Glazlog
Slnba Run Condor'rl.nlums
1100 ll. Frontage Road
Va1l, Colorado 80657
18160 - 8080
Thit Sub<ootroct lol&r coor&rr of t pogcr nurnbcred I cf 8 ttrrcugh 8 ol 8, erd sttschrncatr
arnbcrrd
Ples:r sf{ir oufhorircd rignattrc (rl ond rtturn thfee 3r9icr ot qrc. to t|rlruing officr rhwa cbovl.
f,f, A co97 brorirg oor rignctrrra rltl br rd.rrnrd lor yoor filct.
D( An oddhloool co7 & irctudrd lor your lording Gocrtonf, phorr fword,
Q Plcor rttoilr th. copl wllcl ll hcv. hdicorrd .r FUrr
IA{PORTANT
No potioi o{ thb Srbcott'la ,not }. ehrrrJ, drlofrd cr guclllfud ?hlost th. prlor wricrn
cont€.l ct oa officrt cl t.,r corpcnllol. Phor Gontact lt'slig clllcr at rocr lf 7or hovr r.y
eerrlio.lr rgordiag thr grcrblonr cf t{rlr Subccrtroct.
(Pogrr l ol 8 Pognt
arBcoNTF|AeT'a
rrr. ,r,E'r.v.!, ^^b r, rrro|.rg rrrrr _Hardlng Glaag Industrlea dav ot F'cU-gCgI-- rr -9.1- bv lnd bclw.atr
ahoat ch Attentlon! Bob Daaphouse
Telephone : 303/636-3363
harcin tlGr callcd lhe Subconfreclor. and Henscl Plrelpr Construclion Co.. r Colorado Coflrorrllon? hcrclnallcr dctlgnafcd thc Conr'ector,lYlTllES9ETH: Thal tot rnd ln conrldctallon ot thr mutual promli.r and covcnanh hcrcln contalncd, lhe Sobcontraclor a^d ttr Crn.lrlclor rgrce !r tollow3:
SECTIOH A. Thc Subconlruclor covenlnh, promlsa and !gre€3 to lurnlsh lll m.l.rtal and personal propcrty of ovory d.rcrlptlci, rnd
lo dllig.nlly and fully perform rll wwk hereinaller dercrtbed f or fhr conrlrrxfion ofSlnba Run Cond omlnlums
lHrr lu8cot{TnAcT, mrde thtr 25th
Hardlnc Glaag Industrlea
lo bc localcd.l North Fron Road. Vall . Colorado 8165*Slnba. Ine.
, herelnltler cllhd lhe hoiect,
. f or lhe uto lnd W.ltl ol
, hcrclnlfler deslgnalad lhe Omer;
In slrlcl .ccordance wllh lhe Conlracl belween lhe Conlraclor and lhe Owncr enierod inlo October 6. l98l
rnd hereby made a parl of thlr Subconlracl by rclerence; lll to lhc complele gtlsf.ctlon of lh. Conlroctor, lhe O.rner, .rd ther€pr.s.niatlvc of lhe Orner lulhorlred lo lnlarptel and ludge the performance of lh. rforBrld Contraci and namad lhcrein arrrchltect, cnglna€r, conlracllng oflicer,or olherwlrc. whlch represenlrtivo shatl heroln!tter b. dlstgnaled fho Orna/i Arthorizcd Agenl;
and all of whlch shall be don. In flmely, frlthtul rnd sfrlcl compllance with ihis Sub€on?ract and ih. entlre Subconlracl Docur.erifc as
described and detined in Section D. Articlc I hercof and els€where herein.
SEGTIOH 8. The Subcontrrctor agrles lo furnlsh all nccessary manrgemlnt, gupervlston. hbor, matcrlals, toots, suppliet, equ.r!.nent,pl.nl..3ervlce3' sundries,.Ppurlenrnces, englnecrlng, testing andlor rny other acf or thlng rcqulred fo dlllgenfly rnd tully periorrr andcompllte those porlions of the work dcacrlbed !3loltows:
* Slnba, Inc., a Necherlands Ant1l1es Corporatlon, estsbllshed ln Curacao,
by L & M Professlonal Consultants, Inc., a Califorota Corporatlon, itsAttorney-Is-Fact, P. O. Box 726, YaLL, Colorado 81657.
Couplete all skyllghtar storefro[ts, greeoboueee, mtrrors, aqd fleld glazlng as requlred
. lccordl'ng to the Scope Drawlngs, Corxitn ctton Docunents, aod ProJect [anual Book 2 of 2v- Specl.flcatlons, produced by Brloer Scott Archltects, VaIl, Col-rado, lncludlng ProJectllanual Book 1 of 2, produced by Hensel Phelpe Constructl.oo Co. Scope Drawlngs are de-flned as follows: Archilectural A.l through A.82, dated Noveober 3, 1980; Structural
S.1 through S.19, dated July 2, 1981 ; llechanlcal U.1, M. I through M.47, dated l{oveube:3' 1980; Electrlcal E.l through 8.32, dated Novenber 3, 1980; Slte Plan dated July 2,
1981 ; updated for flnal archltectural dravlogs A. I through A.95, dated December 7, 1981 .
A11 work and naterlal descrlbed ln Sectlons 7M, 8G (aa applicable), and 8I , are lnclujednlthln the scope of thls subcontract wlth the follorrlng be tng the only exceptlons:
1. Greenhouoes D 6 E whlch can be added to the concrac3 at the optlon prlce of 9241439.00provlded thls add optlon ls exerc{sed no later than July 15, 1982.
2. Shower doors and sauna doors.
(Cout.. on Page 2A)
SECTIOH C. Th! Contr.clor 69rccr lo pry lhc Subcontractor for lhc tull, f.lfhtut rnd compl!,lc p.dormancr of lhlr Subco<rtrrt thc
urn's TIrO HUNDRED SIX THOUSAND FOUR HUNDRED NINEfi-FOIjR AND N0/100 DOIjARS -----t-13 206 ' 494 ' 00 - t, tubl.ct to lddltlo.li rnd dcduslion3 tor chlngcs rgn d upo.r In rrlllng or dclcrmlncd rs lr.r.lnrflr r.t
forlh; and lutlhcr egrecr lo mlkg all partlal and flnal paymcntr on lccounl th..a€d $lcly ln acaordlncc wllh thc ltrmt rnd FotAlofll
ol thr Subcontrrcl Oocum.at3 Includlng. bul wllhorrl rcsfrlction lhcrcto. lhe provltlonr of Sacrlon D, Artlcla 5 ol lhl3 Subcocrlracl.
( Pagr ? ol 0 Pagrsl
#:****,C#ilir#ltlnoi,***,r,,r*r,*t,**r..*j#-r.a,.:i*,,irr?xr.tA'ttav" trbrt^s tc |n' ottt.t.,r' t4Prtbr' bolr' h.chltrty. .rste.'-.tr-.ta rr."! .f'ti ;;; ;;-.a, N..d,, t,,,r", u srd r, &t.'r.<! ratan r b dr *,r,-ti,naa !id.. thlr hrb.rrrr.<t .. b - .raf tr frrforl r .|.i,iJ b, F, Fad.ral. lfrh. Lr.r r]' olr_ Ft||a.t rrtalerd_ _ aoarrcr.
Atlldr al.l6cdll.a<ta iall tctC ar{ iatdarat dlthardrh, ltr Fh.rnlraa,f irlr Lclrtrr:t W.rt -r,r C.rrF.rgfb.rar{ l,n aaFfr !r6ltt1, Lryrpr,Fdtd}-c Subct 'er',r'ttdovtt' ' '.q'ld !t hr,.nad;f-l&p.*ti l]iil;;ffi d..t.F..r t.rr(rrkrfr crrtr..i.r rr.brt[t rr"."nc, t,,"ldhoh'l td ff'r'rd bdl*t,?b^t*t urlt lPt.fbr al rltEbahr;rrrrb rrrdrrr ir.rarl'jr.-rJor;ir rr,.r rr fl,-r roro F G.;'rG. rdr'1 t tgnr,r..aror!'cnt' of rt{t'"|'r-}ict.,itl'4ibr','d',''ab,ronarrn.-!".eqqat.occrrrrrJil-;Irriii.rr-lrarrhnrropjt.o.orr--.ao.rdr-rD''b-,rrrrr
rc P"BryrY'
'f
f c .|ita It'' t t*, @r',ri" oiit tr rc nr err'a'rdrct e rd.rrrilL]'iiJ.lt3-- rxt drr ..ra 9rrh.. At r.rrtrs.r.rrr. rv* Jndr rr'Dlrt'lnil In ldl |tc..,5.{t<l Inr 3!.tf.r? cco,tpstri rirri.cirr rc;rtinl, rr-1f,|itcl)r?rn , a.d .'r'r Frt.n ra h ru! '.tla i6 t . aac.addrra..y,llnlF rrt tur !-n h$.d h evtrla.r ihr'.ol frrfrr. rfr iirrilir r.f rte rf lii Eii-iJl,ii r,.r C_t.Gt, an.tb lp$tt d!, ta trof _rr rrlrrr rr&r trl...' c.''all.tb.i c rr''.dr ro cr. tntt .v''t.alrtt ..t ia Grolt tb tr.u't;;; r-f--iG, dirr.-ts.,Er r., ttr ;.d tr g.*ccrircr rr _a*, brg,.Drrr.,lr'un -'roo'r. rrr'i c rrb..o,r:ly owtlE rcrr lulrrrl rrrrnr.. crrnrillr ol;;;;';;;t nqh-"ii,rrritr a;;6-c;ar-.- anrh r*rr a.vr., rrr-t. hrtgf t In r! atlnt liri t||.D |.ra-!r]a Fb fo Stto.rtxttt GohrrlEadrl af r..f fratar, fc prnol t alt b alrtofa tL l|ri orL! tfa||ibr 3 cri*k ttc llrrr.nc. r.tlrtdl., tc r C.nt.xt, h;ia tr, ocri* s lt3-ofil.
1l ll t'd"rl-d t'!d 'd''d thrt ll h'l l-n fia t'acllca d lb Gdr}aclr lo carrt rotlda.r Rla Fha -L!.rancr arttkrua lg nf Fl.na G.rrtracl, !'. lr |||| arltdrv.. b'..||(|c.|..rCo't'r!r,'rdlar.,dr..'o||.'$i!h''.ytrl.'''roeobl|h.or'n.r.|.r||n..Lt||.,rc'|aG|r,d|.r9orrE{'|b|'.h|dq,bG!.|lr..b'Io|t.rc'|. a..tl.d by |lf.dtlr.clr. 6 th._ter;.t Clnrr&, Ar- *rUcarilOr r[t hay..n blrrrit ln ffrr frerriatr galcyr trrvr, tfr,r fwblon! C tia t r!c6t aGttbd,oL tf'|i.,d.l'yi/D.n|'rc'd|J..Lukicrrrylay|urrrrrctr,t'iiiiarlcth.bttc.||o'iEiJb.;|rrcrJiiicorlrr<ro7|'.l!h.r||l.t$]ldrrr69onr1Dt||''|od.nt''irEUi|d.'lRrtt|''.,'ra..lth'o.G!.t'ii..o''it'.-il"r'j.rJ.itirorhc|bcc'''a"rio.?rniiit-r'<..'lr.s.,b.'.|Glo..{'tc!to!Ub6|||'n'tr.di.'.t,(d.|c!.n'|.ieb...t.b!,rro'|hi!5ubcd,!t'|c'FlcrdEdln9h.|t'rrtt.|.rbo''rrrrrdrbic|elr,ropl|tqoirn'ohr.lh,n9o...||c|.olt.|ut,h.o!ro|r,r||Ghhh.hh!
lirbccrltract tmqrnr ttrtcd t ..l^, rlt .t ,nal b r.crtr.d-t il;.-;; !, dlrarn|lnlng ratuc, un&r a.id Godcr.9..
Atllch o' lh' 5.rbcq|ltrdo'. la F lcmLrg lha rott ?.qeltrd bt ltb grbcsrldcl, rlt mt dir€rthrr.ta .!.tnrt .nt aittota. o. arD[..^r td a.nt&,t,ri.d ba€.er oll.r, aga. r.c!, ct ad, @lc 6 rt.|lit|.l dlih.
ThcsgbCo.|lr.<|ot!qrG?rh'-llht''..<cdl'9err.g'.Phr|t|b.|n'.'|.dY..b.l|'ntn.|tol|'!hr|h.rpbcqt'.tc|t!rt|Gh.bt|be'|l!Fr!v$|
'h.p{,'9o'.o|l^l..9r.line|hir.rt|ch,l.,rubGo;h.cr.-riiei;acorir"l.cc1lr.(l-.nl....||ntoby$rcsr'rb<ortrrclorrith.o't.divH.|'.!|li.or|rutl.o'c''|.?buri,,Ea.-T1.'?r!'.o!oth6l.9.|..,||lly.'';!D.<|licp|dc'rh.wrro5e.9crioerrrcoo.ftr.'!||||ot.9rodUc
lhc Foiact rtrach tt th. r.rbl.<t ot t r Sub('|trr<t. \
^'|icb.'.ThGt'|.ctircd.'.otthi'E,bG-di|'!G|i'|n|.^d.dbyDo|h'[r||erbbcth..!.|.hdiG.|.d.i|h.b9i4n|doe|rnbs0bcqrt..<|.tIrGd.r...9Fl!',n9h{9B|uf6at lha
"^d
ol thir dcurnaot rn.raty lndlcata tha data, f|.l tha rigrufir[r *.'c r lrra.
ltli.b aa. Yvilh rerFd ft, sr( gn g hrtrot. s|rbcqitra.E ..tnotrlcr96 and .9.G6 th.t arv r.crptM.tbn ol $a *!rr. io t! perto.rncd rnltl br to. t||! tob d .ict iiv!F,rpot.o|.|rr|''i'!|tr.rht6o|'h.r.|t...ntwh1Gh|rt.E|.cilk.||yrrclrio.'rl.rrlrigrr<r.,ccarir,o.licj.,aco''o.|r,|'rcFo|lh.d|v|'|cro.div|!lqrio.|h.cdrirrGltFGiliG.||odrlr'!|.?'Gdto|t,|-drt€.iblncth.l6rioxr.roria.r,ocrr'gs.,ucq'rrj,irirsvt<olieiio.-r-rl.u
P..'6d.l|o||h.wort.rq9t'..t''$€fdiv|rtono.d|'|t|qr'|9h,rrl|.dd|lio;t.rht.dx.tdrrri''rrretaatrre{rr.|l'D..'Fm.dby|h!t..'....Gr.fl'.drd'!9d'lh3gb.onll.Clo.|n.rGd,l|n9'h.F|nG|p.|rort6der|hks0b<q!f.cl.'h.llErFnolr.,Gn.cdi'bl.|n'b'.dF"lo'..|Q||!rDtu.tb.0.<l|lcrt|yG|||.d6ivition!'o'|h.r9.!i'ic.lig|i.dirrnycthrro,rh.cd|tr.ctoocU6.nl3.|'.a'd.|caarsr'rroojru-trr'rdbr,m||nr|.t|Gd''d.rrri.-'olitir.
'^d agr..d lhal sv!.sllractot th.ll alclivci.nd r'|lo.rt ..ld rn.t.ri.lr at th. lob.itr r/rharr arg.; b h! C;r.<br,
Adlcb|l.Whrocver|i'n|'.b.-ul.l^g|ol|EG6'.iy'olh.c!.ilr.ct!'-1odoro'|h.co.|r.cto'rh.||b|'.fn|t|.dtoo<ct''.nd/o.u!.tn'Fgtio,|o'lf.Fflrhi6hr.i.ilhe.'..|id||yd'ut|Ycorn9t.|..lb'lh!3ubcoat'..tor*io..|i;thtFc|io.l.,{.cG.plmccth..rolby|h!o.f.'.b!'tr9cnu...n('/o"GgP.|$.||
'o.o|h|.9U.r.nlG.ott.i.'6:t|^-c..n.t.fi.|r'rora'hii.blt9r|.a'o..'u4.9cd.1tt'tror,rrrrpcrrrriydct.t'|lnd[l..|..|l.nd{.k|ntih|p$|chf!ycdrl'.c|o..''.|.r'.''odr6'dl!ib|i'rolh.odn!r'DroY|d1d,tl*cvrr,lrrsr,b<g|lr.clo.rijrriori'rreor'db.lc'o.th.fdir.n.nG!o|tt,chPor||o.ro|l$'.'bd
irdlor c.cuglcd br n|| Cont..€tor, |rar' tor .ny dam.ga ttrrcto !h.t tr.tua b F G.r[.f bf ||r. rcta .rrlte G.t€ ; th. Cotrlra<b,' durl.ie _"i p"rfi jlr-.
. SECTION E. SPECTAL PROVTSIONS
(Couc. on Page 8A)
AcKNowLEDGEMENT oF COMPLETE INSTRUMENT: Bound In and wlth lhese 8 pagca numbercd I ot 8 through E cl 8, andhereby acknowledged as belng recelved by 3ubconlractor, arc lhe lollowlng exhlblls or a||achmenls numb€red:
lN WITNESS WHEREOF, the parllcs hereto have executedrdmini3lrlfors.nd as3i9ns, on fhs day and year first above wrlllen.
I7 S. ;{ahsatch
lhls agreement for lhemselves, thelr helrr, executors, Succlssors,
'l
ENSE L PHELPS CoNsrRUcTlON/Co.(Confractbrl !'- lil' I
ev Yr -L\. -..f\f /i t^'o- - \ t"or"". ""n"r"tTlrh
Datc
HAR.DING GI.ASS INDUSTRIES
\-.Oatc
tAddress ot Recordl
( P.gc ! ol ! P.gcr)
tuwn u
75 south lrontage rd.
vail, colorado 81657
(303) 476-7000
vfi!
a
department of community development
December 21 , 1982
L and M Professional Consulants
Ray Story
Box 726
Vai I , Co] orado 8l 658
Re: Simba Run Phase I
Dear. Ray:
Phase I of the Simba Run condominium project ms awarded a temporarycertif icate of occupancy . in November.
Due to our requirement that a'l 'l landscaping and paving associated with
Phase I must be comp'l ete before issuance of a final certificate of
occupancy, we can only issue the temporary certificate at this time.
In the spring, upon cornpletion of a'l I landscap'ing and paving you may applyfor a final certificate of occupancy. If all such work is finalized accordingto previously approved plans, then a final c of o will be issued.
If you have further questions, please don't hesitate to contact me.
Sincerely
A. PE ER PATTEN, JR
Senior Planner
APP:bpr
BRTNER/SCOTT ARCHTTECTS
143 E. Meadow Drive #N40
vArL, coLoRADO 81657
LETTER OF TRANSNflITTAL
"^.' (b ia lez- l-Uq1q
avv,ba Rvu
I Samples
the following items:
n Speci{ications
(303) 476.3038
TO
V;!. ,C ol.,rcAo
n
I
t-l Shop
(copy
Prints
Change order
t]
n
Plans
WE ARE SENDING ,OU {n".hed rl Under separate cover via
drawings
of letter
COPIES OATE NO.DESCRIPT ION
ola+lYz i,16r Froi"^Man -o
/
THESE ARE TRANSMITTED as checked
E For approval
{For your use
n As requested
I For review and comment !
! FOR BIDS DUE
below:
C Approved
fJ Approved
n Returned
as subm itted
as noted
for corrections
E Resubmit-copies for approval
fl Submit
-copies
for distribution
n Return
-corrected
prints
19- I PRINTS RETURNED AFTER LOAN TO US
REMARKS
aorr ro
i:# "'o*'o
"poDULr ?{0, , hc o# ,i*- o,Lo' lt Gnclo6uaas ,re not as noaed, kindty notity us sf once. I
"h'ffiM^mdR(o,
June 24, 1982
Mr. Tlm Keller
Briner/ScotE Archit ec t s
Sulte N
43 E. Meadow Drive
Vall , Colorado 9L657
Attentlon: SEeve Patterson
Chlef Butlding Offlcl:iJ-
City of Vail
This letter ls to confirm in writing that the Marco DF36E nodel
f i-replace rny be installed at greater heights than 40 feet provlded
ample strapplng ls done at the thirty-flve foot leve1 to support
t.he weight of the chimney.
Slnce the time of our original U.L. test for the Df,36E, r.re have
tested chlmney heights for the DF40, DF36M at sevenEy-t\ro feet,
and DWF36G and DIJF36G0 at sixty feet, rhus we know thar rhe higher
the stack height, the cooler ls the chirnney.
We therefore would not void our vrarrrantv and believe the install-
ation of the t\"renty-foui units over 40 feei to be safe and properto install as per p1ans.
If I may be of further assistance, please feel free to contact me.
Yours very truly
MARCO MT'G., INC.
John Kelly
Customer Serv
JK/cas
c.c. Pella Products. Clark Rheem
MRRCO
2520 lndustry Way o
mFG., tNC.
Lynwood, California 9O262
I [:--
| ( )ii'j'i ('L)ili:Cl L ll]'lj:,'.1'
I'iO\'l;1,:ljtili. 5 , J
o(| !1.,)ltlrl ,c2
'Ilt<: t'tcxt j.1 crrr on 1-hr-r ;rgend;{ \yas thr.. I'r.:arl .i ng of flpe.n'l pf j
1.982, a rcs()lution erut.horizjng an applicati()n to it:js;ignlianagcrrrent right-of-rvay f rom Carlrentry Unlinrited, f nc.There vras sorTle- discussion. Ilet.mann Staufer thcn narle aIlesolution #22 and Ron Todcl seconded it. AI1 v<.rtr:d in
Passed unaninrr;usly.
There \ras no Citizerr Participation.
on #22, Sc'ri os of
Bulcau of Landto the Town of Yai I .mot.ion to approvefavor and tbe motion
The next itern on tbe agenda was tbe discussj.on of 1.he Bald l,lounta1n speedclip. lilayor S1j-f er stated l lrat the c.ouncil'had received nurnberous letters
f rom rcsidents opposing the dip. IIe also stated 1.hat Ccruncj 1 nember.s haddrivetr over the dip pri.or to the meeti.ng. Several citizens in the audienc:espo)(e in faor and agrrinst the dip. Each Council melnber stated their feelingson t'he di.p. After a lengthy discussion, Ron Todd roade a rnotion to l.eave thesileed dip on Rafd lrJountain Road in witb soine nrinor modifications by thePttblic l{r:r"ks Departlnent. Chuck Anderson setonded tl.rc rnotion. A vote rvastakert and the motion passed unamiously. trlayor Slifer a.skecl the Publie ll'orksDepartment to report back to the Council on rvhat was done to the dip. PaulJ<;hnston also stated it \vas necessary to get a coltsensus of the neighborhoodand to set son)e tlme contlol- on the'appeal of these dip decisions.
The next item on the agerrda Nas tire East Vail lilarllet sign valiance t"equest.Peter Jantar: explainecl the rerluest td-the C,runcil. -E-sTaEE?l-tthtt tlie Design
Revietv Board had voted in favor oI'the lequest 7 - O, and tbat the staff
Lecotrntended approval, Af tet- some dlscussjon, Herrnann Staufer made a motionto apitrcrve the recluest and Ron Todd sec.oncled j,t. A11 voted iit f avor alrd the
nrot j on passed u rr ir n 1r,:ou s 1y .
The next item on tlre agenda, \ras the Got such, Ltd, sj r{n vlll4nle request.Peter Jamar again explained this request,to the Courrcil and sTatEtl-tlrat thestaf f recotrrrncuded alrprc-'r;al of the lequest. Chuck Altderson rnade a mot j.on toapprove the Gorsuch sign vaLiance l-ecluest and Ga j-1 li'airrlich seconded . it. A11voted in lavor and the nrotion passed unanirnously,
Tbe next item on the agend?- \\,as tnl 3_plSg]_p:_-t_lrs PEC-<)ecision regarcling thesetback vztria:tce reouest on Lot 17, Block 1, Resubdj.vision of 'Irac:t Ii, Vail
V11Iage 11tir f i11ng, -{gn---S-tr-age.h applicar:t. PeLer Ja"rnar explained the histr,ryof the subject to the Council. Jan Stlauch, o\rner of the ploperty, gave lrrsviett's on ihe ma-t1-:er, Tirere \rtis some input from tbe citizens. After a leng'uhydiscusslon , Pau). Johnston nilde a rnotion to ovet-turn the Planning Corrrrnissi on 'sdecision and lrl lreal. Chucl:- .,!rrderson seconded tlre rnotion. A vote l'a"s takenon the motion and it failed 3 - 3 - Slifer, Todd and l\'ahrlich opposing. It
rva.s d j scu.ssed b)' the Coitnci 1 to table the rrat.ter f or tryo rveeks unti 1 the
Councj 1 lrad lrad an oppol'tunitl' to rerriel the zon j.ng ordinances to sce 1fthere \'.'et'e soi)e othcr al,i.ernat j.ves they corrl d talie, Gai L \1:ahrlich nrade antotion to I'econsider the I'c rlurjst, but l:iter rvitlrdrr-,rv it, as Tt-lr n Attorne]'
Eskr'.'itb info:-med thern 1.hat tlris r,,'as not a 1cga1 rule of procc-:dule accordin[T
Rober'1.s }iu'l es of Or'<ier . I t \';as agl-eed by t ire Ccunc j 1 and rncn*;ers of the P)lCin atl ctttl;,-nce :-r,t the tncet ing th;rt it- \i'aS l)L-cessaLv f or- the zon j,ng or.dinancer:to be lc.r' jet'ed rel;rtiug to j::.rtters such as t.his.
'l'ire ncxt il.c'tn on -ulle egc:nri:] r'. as the appeal, of -the. PEC decisioD t'cll.1 rding a
lLei i;l-'t t'at' j ancr: .reclucst fol Lot 12, Eloc:k 2, .Gole Clc:ek Subdivjsion. Jo]:n
Ir,-rr-l':it:s, t'Lrl)l'eij('r t ing tiie r;1:1ic'.ant, asl.:erl llie Courrcil to lrrive this nrzi.tt cr'
1.hlr1c'i rrnl'il 1. l)e n('ri1 r'egii):i r- i!-ieel. i rrg orr h:rrr.c'i:bcr 16. P:r-rrl J<lhrrs'l oll l:r:lde :i
irt-rt j(!n to i,l)])l-(r'i't: 1li<-' l'r-,iti('s; i trnd li(i]'r.jtlln Si nirf c:' S.rc()!)dc.d jt. All voted
in f...r't,:' irfl(l t hc ntr:t i,-rll 1,':,r,:.,."d rrnlrrtir,tttrisl J,.
Tltt: t'it,:;t i tcti: olr tltc a{c't,ri:1 \. 1,..s thc a;;lllt'i':t) o1 vac:rt i or: <>f crrscmcnt f or
S:i n,b:t Iir:n. )-:.-t't'1' Dslri';i th r::.r', li jtred ihc dr-'te j 1s to tltc CorrrrciJ. llclrl;inlr--:-- - -5T.i'u l t t' l:':t(ic :1 Inot.i()11 i.() :.iri)r'()t'c tlte r-<'qrrc.st errd llorr 'l',rrld se c<,ntlcd j t . Al I
\'()1t:d jn f ltvctl l:ttd llrc trr,li itiii t'xi{;scd rtn;1tr inrt}1lsl\',
\
75 soulh trc'ntage rd.
vail. colorado A16i f
(303) 476-7000
department of colnmunity develoi:ment
0ctober 26, 1982
Mr. Ray E, Story
Vice President
L & l{ Professional Consultants, Inc.Vail Spa Condonrjniums
P.0. Box 726
Va il , Col orado 8'1657
Re: Sirnba Run
Dear Ray:
The Sjnrba Run devel opment received a buildfng perniit the midclleof l98l . At that time, a zoning check was aonb to ensure conpliancewith the approved zoning for the sitd. It was determined that thebuilding plans met the zoning requirernents.
Sincerely, i'z);/"fu*-
DICK RYAN
Comnruni ty Devel opment Director
DR: br
LEGAL DESCRIPTION OF
DPJ,INAGE EASEMENT
A 10 foot wide strip of land across Simba Run. a subdivisionrecorded in che office of the Eagle County, Colorado, Clerk andRecorder, said strip lying 5 feet on each side of rhe followinedescri.bed centerline :
Beginning at a point on a curve on the northerly right of
way of Interstate Highway No, 70 whence the southeasE cornerof said Simba Run bears N 55o28'03" E 150.00 feet distanc; thence
N 04"07'46" E 222,20 feetl thence N 16"42r1g" E 55.40 feet:
thence N 69o13t56" ll 76.12 feet; thence S 73o. 13,26,, i^] 53.5ffeet; thence N 19o25'38" W 63.63 feet to the poinr of terminus,whlch ls a point of tangency on ttre solrtherly right of rvayof Lionrs Ridge Loop, \,rhence the nost northerl.v corner of snid
Simba Run bears N 73"04'48', E 196.57 feer distant
n^t" sJ4//BZ--
n E.S t enmark
Colorado P.L.S. 16844
lrFt
o
l{ay 4, 1982
SI}8A RUN CONDOMINIIJMS
The total landscaped area lncludlng sod roof, asphalt pach and cobbleswale Is approximately 188,700 sq. ft. This l-ncludes an increased
adJustment for slopes of. 157. (5:l) and greater.
PHASE I PHASE II
NO. SIZE NO. SIZE
b:-ii-rerlscott
arahitects
143 . 'neadow dr TTEU
v,:ii ';nlorado 81657
i3c:1) 476 3038
COLORADO SPRUCE
LODGEPOLE PINE
ASPEN
179 8'-12'
48 8'-12,
86 8'-12'
22 g'-12r
NARROWLEAF POPLAR
RUSSIAN OLIVE
FLOWERING CRASA?PLE
EUROPEAN MOUNTAIN ASH
I^]rI,I.oI,] sPP. (SHRUB)90 5 gal.
OTHER DECIDU0US SHRUBS 427 5 gaL.
GROIIND COVERS AND PERENNIALS 500 I gal
IRRIGATION
SEEDED ROOF
SODDED AREA
SEEDED AREA
SOIL PREPARATION
105 I"-21" cal . 100 1t'-2!" cal.
22O 2" _3" ca!. 14 2"_3" cal .
20 2\" caL. 10 l\t' c.al.
3 9 lh" ca1 . L7 L14" ca1- .
6 2" caL,
l? 2rr ^-1
25 5 gal.
110,800 sq. fr. 77,900 sq. ft.
12.250 sq. ft.
26,000 sq. ft. 13,000 sq. ft.
91, 918 sq. ft, 45, 959 sq. ft.
110,800 sq. ft. 77,9OO sq, ft.
-i,qltrFF"!.
\1ay 4, 1982
SIMEA RI]N CONDOI.{INIT'MS
The total landscaped area includlng sod roof, asphalt path and cobble
swale ls approximately lBB,700 sq. ft. Thls includes an increased
adjustment for slopes of l5Z (6:l) and grearer.
ni'tneTscott
arciritects
i43 e. meador dr. T TEI,I
vail. colorado 81657(3A3 476.3038
PITASE I PHASE II
NO. SIZE NO. SIZE
COLORADO SPRUCE
LODGEPOLE PINE
ASPEN
NARROI"ILEAF POPI.AR
RUSSI,AN OI,IVE
FLOWERING CRASAPPLE
EUROPEAI'I MOIJNTAIN ASH
L7g 8t-r2l
4g gr-12f
2O 2\" ca:-..
39 lk" cal.
6 2't caL.
13 3" cal.
86 8r-12|
22 8'-121
l0 24" caL.
17 11" cal .
105 1"-2N" cal. 100 I"-2!'r cal.
220 2"-3" cal . 14 2"-3" cal .
I{ILLOI.I SPP. (SHRUB) S0 5 gal . 25 5 gal .
0THER DECIDUOUS SHRUBS 427 5 gaL.
GROITND COVERS AND PERENNIALS 500 1 ga1
IRRIGATION 110,800 sq. ft. 77,900 sq. ft.
SEEDED RO0F L2,250 sq. ft.
SODDED AREA 26,000 sq. fr. 13,000 sq. ft.
SEEDED AREA 91, 918 sq. ft. 45, 959 sq. fr.
SOIL PREPARATION ll0,B00 sq. fr. 77,900 sq. ft.
o
May 4, 1982
bi iner/scott
architects
1"J r. meadow dr TTElvl
ver!. ,:ciorado 81657i33:li 476.3038
SIMBA RUN CONDOMINIUMS
rhe total landscaped area Lncludlng sod roof, asphalt path and cobbleswale is approxlmately l88r700 sq. ft. This lncludes an Lncreased
adJustment for slopes of l5"l (6:l) and greater.
PHASE I PHASE II
NO. SIZE NO. SIZE
COLORADO SPRUCE
LODGEPOLE PINE
ASPEN
NARROIILEAF POPI,AR
RUSSIAN OLIVE
FLOWERINC CRABAPPLE
EIJROPEAN MOIINTAIN ASH
I^IILLOW SPP. (SHRUB)
SODDED AREA
SEEDED AREA
SOIL PREPARATION
105 I'r-21" caL. fOO l"-2!" ca1 .
22O 2't-3" caL. 14 2t'-3tt cal-.
20 z!,it' cal-. 10 2\" caL.
39 lf" cal. 17 ll7" cal .
6 2" cal .
13 3" cal .
905ga1 .
26,000 sq. ft. 13,000 sq. ft.
91, 918 sq. ft. 45, 959 sq. fr.
110,800 sq. ft. 77,900 sq. ft.
l7g 8'-l2l
48 8 r-12'
86 B'-12f
22 8t-Lzl
25 5gal .
oTHER DECIDUOUS SI{RUBS 427 5 gaL.
GROIIND COVERS AND PERENNIALS 500 I gal
IRRIGATION 110,800 sq. ft. 77,900 sq. fr.
SEEDED RoOF L2,250 sq. ft.
l.lay 4, I
SIMBA RUN CONDOMINI{'MS
o
982
The total landscaped area including sod roof, asphaLt path and cobble$ra1e 1s approxlmately 1881700 sq. ft. This lncludes an increased
/ ., adJustnent for slopes of, l5Z (6:l) and grearer.
il!'rneTscon
architects
14.1 e meadow dr TTEM
veil .olorado &657(303) 476 3me
PHASE I PHASE II
NO. SIZE NO. SIZE
COLORADO SPRUCE
LODGBPOLE PINE
ASPEN
NARRO}ILEAF POPI.AR
RUSSIAN OLIVE
FLOWERING CMSA?PLE
EIIROPEA}I MOI,'NTAIN ASH
I,lIrI.I,oI.r sPP. (SHRtrB)
OTHER DECIDUOUS SIIRUBS
l79 8'-12r
4g gr-l2r
2O 2\" cal.
39 lt'r cal.
6 2" cal.
13 3" cal.
90 5 ga1.
427 5 gaL.
86 g'-12'
22 g'-12'
10 2!" caL.
L7 lL" cal .
25 5 gal.
105 1"-2!" cal. 100 1"-2t" cal.
220 2't -3" caL. 14 2"-3" cal.
CROIJND COVERS AND PERENNIALS 500 I gal
IRRIGATION
SEEDED ROOF
SODDED AREA
SEEDED AREA
SOIL PREPARATION
110,800 sq. ft. 77,900 sq. ft.
L2,250 sq. ft,
26,000 sq. ft. 13,000 sg. ft.
91, 918 sq. fr. 45, 959 sq. ft.
110,800 sq. ft. 77,900 sq. ft.
l"lzy 4, 1982
SII4BA RI]N CONDOMINIIJMS
The total landscaped area lncludlng sod roof, asphalt path and cobble
swale Ls apptoximately 1881700 sq. ft. This includes an increased
t ,, adj ustment for slopes of 157" (6:l) and greater.
D3'ii'letr/scott
ar(}hitects
l4J {:. meadow dr ITEM
r€il. colorado 81657 -'-''
(303i 476'303€l
PHASE I PHASE I]
NO. SIZE NO. SIZE
COLORADO SPRUCE
LODGEPOLE PINE
ASPEN
NARRO}ILEAF POPI.AR
RUSSIAN OLIVE
FLOWERING CMBAPPLE
EUROPEAN MOI]NTAIN ASH
179 81-12 r
4g gr-121
2O 2\" cal-.
39 lL" cal.
6 2" caL.
13 3" cal.
86 gr-12|
22 g'-12t
10 2\" eaL,
L7 11" cal .
105 l"-2N" cal. 100 1"-21'r cal.
220 2" -3" ca:-. i4 2"-3" cal.
WILLoI^I sPP. (sIIRIn) g0 5 gaL. 25 5 gal.
OTIIER DECIDU0US SITRUBS 427 5 gal.
GROITND COVERS Al{D PERENNIALS 500 I gaL
IRRIGATION 110,800 sq. ft. 77,900 sq. ft.
SEEDED RO0F L2,250 sq. fr.
SODDED ARXA 26,000 sg. fr. 13,000 sq. ft.
SEEDED AREA 91, 918 sq. ft. 45, 959 sq. ft.
SOIL PREPARATIoN 110,800 sq. ft. 77,900 sq. ft.
hrinerAcott
anehitects
14ii c. meadow dr
vaii, cclorado 8165/t3ci: 476.3038
a
tfey 4, L982
SI}EA RUN CONDOI'{INII]MS
Ttre total landscaped area lncludlng sod roof, asphalt path and cobbleswale is approxiroately 188,700 sq. ft. This incl-udee an increased
adJ ustuent for slopes of LSZ" (6:1) and greater.
PIIASE I PHASE II
NO. SIZE NO. SIZE
ITEM
COLORA}O SPRUCE
LODGEPOLE PINE
ASPEN
NARROI,I],EAF POPI,AR
RUSSIAN OLIVE
FLOWERING CRASAPPLE
EUROPEAT.q MOIJNTAIN ASII
wrl,I.ow spp. (srrRuB)
OTHER DECIDUOUS SITRIES
GROI]ND COVERS AND PERENNIALS
IRRIGATION
SEEDED ROOF
SODDED AREA
SEEDED AREA
SOIL PREPAXATION
L79 B'-l2l
48 8r-12r
105 1"-21" cal.
220 2tt-3" caL.
2O 2\" cal.
39'Il" cal-.
6 2" cal .
13 3" cal.
90 5 gal.
427 5 gal.
500 I gal
110,800 sq. fr..
lZ,25O sq. ft.
26,000 sq. ft.
9I, 918 sq. ft.
110,800 sq. ft.
86 g '-12 '
22 gr-l2f
100 l"-2lt' cal.
L4 2"-3" cal.
10 2\" caL.
L7 l!" cal .
25 5gal .
77,9OO sq. ft.
13,000 sq. ft.
45, 959 sq. ft.
77,90O sq. ft.
o
982
o
May 4, I
SI}MA RUN CONDOMINIUMS
The total landscaped area includlng sod roof, asphalt path and cobbLeswale ls approxlmately 188,700 sq. ft. Thls lncludes an Lncreased
/ .. adJustment for slopes of. 157. (6:I) and greater,
Dflnerscon
arehitects
l4J' rneado.r/ dr I TEI.{\,6i' colorado 81d57 -'-'
(303) 476.3038
PHASE I PHASE I1
NO. SIZE NO. SIZE
COLORADO SPRUCE
LODGEPOLE PINE
ASPEN
NARROI,ILEAF POPLAR
RUSSIAN OLIVE
FLOWERING CSJSAPPLE
EUROPEAN MOIJNTAIN ASH
179 8'-121
4g B'-12'
2O 2\" cal-.
39 11" cal.
6 2" ca]- ,
13 3" cal .
86 g'-12'
22 Br-I2r
10 2\" car.,
L7 I!'r cal .
105 1"-215" cal. 100 1"-2N" cal.
220 2" -3" cal . 14 2"-3" cal.
wILLow SPP. (SHRUB) S0 5 gal. 25 5 gal..
OTHER DECIDUOUS SHRUBS 427 5 gal.
GROIIND CovERS AIID PERENNIALS 500 I gal
IP&.IGATION 110,800 sq. ft. 77,9OO sq, fr.
SEEDED ROOF L2,Z5O eq. ft.
SODDED AREA 26,000 sq. ft. 131000 sq. ft.
SEEDED AREA 91, 918 sq. ft. 45, 959 sq. ft.
soIL PREPARATTON 110,900 sq. ft. 77,g00 sq. ft.
o
982
briner/scott
architects
143 e. meadow dr.
vaii. colorado 81657(303) 476.3038
PHASE I PHASE II
May 4, I (6L
SIMBA RI'N CONDOMINII]MS
The tot.al landscaped area lncrudlng sod roof, asphalt path and cobbleswale ls approximately 188,700 sq. ft. This includes an increased
adjustment for slopes of L5% (6:1) and greater.
o
{4t
ITEM
NO. SIZE NO. SIZE
COLORADO SPRUCE
:
LODCEPOLE PTNE
ASPEN
NARROI^]LEAF POPI,AR
RUSSIAN OI,IVE
FLOI^IERING CMBAPPLE
EUROPEA}I MOI]NTAIN ASI{
mI,I,oI,I sPP. (SHRUB)
OTHER DECIDUOUS SI{RUBS
GROI]ND COVERS AND PERENNIAI,S
IRRIGATION
SEEDED ROOF
SODDED ASEA
SEEDED AREA
SOIL PREPARATION
179 8 r-12 |
48 8'-12f
105 1"-2N" cal-,
22O 2"-3tt ca]-.
20 2\" cal-.
39 l!" cal.
6 2" cal,
"^;
-
13 3"zf ia1 .
905gal .
427 5 gal-.
500 I gal
110,800 sq. ft.
L2,25O sq. ft.
25,000 sq. ft.
91 , 918 sq. ft.
110,800 sq. ft.
86 gr-l2r
22 g'-12'
100 I"-2!" cal.
14 2"-3'r cal.
10 2\" cal.
L7 11" caL.
25 5 ga1 .
77,9OO sq. ft.
13,000 sq. ft.
45, 959 sq. ft.
77,9OO sq. ft.
S IHBA RUN CONDOH t N I UI'IS
m'9
aria including sod roof, asphalt path and cobble srvale is approxi-
Tlr is include:; arr irrcreased adjustment for slopes of l5? (5:l)
The tota I landscaped
nra re ly | 88,700 s, l'.
and grcatcr.
ITEH
Eng lenran Spruce
Lodgepole Pine
As pen
Narrowleaf pop la r
F l owe r i ng tr ces- c "a,bsEverg rcen shru bs
Dec i duous shrubs
G roundcover
V i nes
lrrigation
Seed
Soi I prcparat ion
Timber te r races
Asphalt pathy'
PHASE IN0. 5 tzE
\2
lll
\5
lB7
.. 220
IU
.lrLt
5o
?(
Q.vtr3rw,
PHASE
N0.
lz
o(
16, - lB,
Qr .
l6r-18'Or'
gal.
0,800
0,800
0,800
tr,950
2l/2" Cal
2l /2" cal
5 gcl.
stzE
.LAL 5 Sa I
5 gal
7t/u'
It
85 21/2' cal .
32 LBA 2l/2't cal .--9:=_21/2" car.
50
l50
l500 pots '/h''
77 ,900 s. f.
77,900 s.f.
77,900 s.f.
r500 l.f.
Iur
tu
Ig
ry)b
o.-)
4-b +
4al'14
qtq +l^t ftW
c.5+
s,f.
J. t.
s. f .
s. f .
1r'
h,.,i
\0t-
./. lz4') ,/L. ,/'J
l.!l,b2-7
LL9
\t1
department of community development75 3outh fronlage rd.
vall, colorado 81657
(303) 476-7000
Apri I 7, ,'l 982
,
Ray Storey
Box 726
Vai'l ,-'Col orado ' 8.|658
Re: Simba Run
Dear Ray,;,
This note will serve as documentation of our discussion and subsequent
agreements reached on April 7,1982 in my office, The following three
areas were discussed and are surmarized below:
1. Charter Bus Parking: It was agreed between developer and staff
previous to the 2/25/80 PEC meeting that this be eliminated. It
uas reported to PEC that this had been done and there were no ob-jections. So charter bus parking was eliminated.
2. Public Use of Facilities: In the motion for approval, the letters
attached to the PEC packet for 3/10/80 meeting were referenced.
One of these letters proposed 200 total merberships of which the
ba'lance after one menbership per condo unit was g'iven would be
. offered to the public, This is approximately 74 public memberships.
3. Tot Lot: l,|il'l be provided on site and generally available to the
publ ic
If this is inaccurate in your opinion, please let rrre know soon. Otherwise,
this letter will be on file as the record of our agreements,
Si ncerelyr;;
A,P PA ,JR
Senior P'l anner
APP: bpr
CC: Gary SwetishTBriner Scott Architects
I
15,
I
I\*i
t
Feb rua r y 1982
t
stnan nun conoownruns - afr .f4
The total landscaped area including sod roof, asphalt path and cobble
swale is approximately. 188,700 s.f. This includes an increased adjustmentfor sfopes of 152 (6:l) and greater.brinerscott
architects
143 e meadow dr
vail. colorado 81657(303) 476 3038 ITEH PHASE I PHASE II
N0. s tzE N0. stzE
ENGLEI'IAN SPRUCE
LODGEPOLE PINE
ASPEN
NARROWLEAF POPLAR
FLOV'ERING TREES
EUROPEAN MOUNTAIN ASH
r./rLLow sPP. (SHRUB)
oTHER DECTDUoUS SHRUBS (vAR.)
GROUND COVER AND PERRENIALS
IRRIGATION
SOD ROOF
SODDED AREA
SEEDED AREA
SOIL PREPARATION
l8l 8'-12'
ll7 8,-12'
80 l3,,cal.
220 Ztt-J"cal .
20 2]'rca I
f Zg'tcal
| 3 2irrca I
l14 5 sal.
500 5 gal.
300
110,800 s.f.
12,250 s.f.
26,000 s. f.
!1 ,!18 s.f.
I10,800 s.f.
93 8'-12'
7,r 8'-12,
18 l+"cal.
85 2"-3"cal.
l0 2|"cal.
50
50
5 gal
5 gal
77 ,9OO s.f .
1J,000 s.f.
\5,959 s.f .
77,900 s.f.
t
I
, ,-t
--
---fo
/ \- r i-.ir':r' ..{ttra,- vr _tr_(.F..,. .?:r'
'i
.iProject Application
Project Name:
Project Description: -
@IArddress and Phone:
,Ze'r'
Architect Address and Phone:
Legal Description: Lot 4 -ti , Block C ,riting L.'6'1. sr't /f 4. t r i-
,/
Zone:.
Zoning Approved:
Design Review Board
Molion by:
APPROVAL DISAPPROVAL
/.a-x..dgaa,pJ 2j:9t/.*-.- fi Zoi/
6 o cAa',{ ac Fap,
tI-/
f t /.+t/ ea'<'o y' .i- rY-4-D.
L-
&'t<2t
',p-;( /,nn, a./c I 7u/
V -r t)/ / t,
Prolect Application
Pro,ect Name:
Proiect Description:
Contaci Person and Phone
Owner, Address and Phone:
Legal Description: Lot
Comments:
Zone
-
Design Review Board
DISAPPROVALAPPHOVAL
Su mmary:
brinerscott
architects
143 e. meadow dr.
vail. colorado 81657(303) 476.3038
The total landscaped area including sod roof, asphalt path and cobble
swale is approximately. 188,700 s.f. This includes an increased adjustmentfor slopes of 157 (5:l) and greater.
ITEM PHASE I PHASE II
NO. SIZE N0. s tzE
Februa ry
SIMBA RUN CONDOHINIUMS
ENGLEMAN SPRUCE
LODGEPOLE PINE
ASPEN
NARROWLEAF POPLAR
FLOWERING TREES
EUROPEAN MOUNTAIN ASH
l/rLLow sPP. (SHRUB)
0THER DECtDU0US SHRUBS (VAR.)
GROUND COVER AND PERRENIALS
IRRIGATION
SOD ROOF
SODDED AREA
SEEDED AREA
SOIL PREPARATION
l81 8'-12'
lt7 8,-12'
80 l*"cal.
220 zrt-3rt."1 .
20 2!"cal
J 2lttcal
lJ Z!"cal
ll4 5 sal.
500 5 sal.
300
I I 0,800 s. f.
12,250 s.f .
25,000 s.f.
9l ,918 s.f.
I I 0,800 s. f.
93 8'-12'
7\ 8'-12'
l8 1*"cal.
85 2"-3"cal
l0 2|rrca | .
5 gal
5 gal
77,9Q0 s'f ,
11,000 s.f.
\5,959 s.f.
77,900 s.f .
50
50
Project Application
Proiect Name:
Proiect Description:
Contact Person and Phone
Owner, Address and Phone:
Architect. Address and Phone:
Legal Description: Lot B lock Filing Zone
-
Comments:
f Er-L-tH !t"\4 At Design Review Board
Motion by:
Seconded by:
Lt)rl {, E tf
, DISAPPROVAL
., j2:O: I .. 7H.LE L A,rzf-A (, <)t*
,'orr*ouoa )'-'- -:=)/
summary: n!: I uP Ul ', Q4trqiL- 1A F E< ;_ , L.A,#t /-=^. .S ):- < .
t,rl- _ ,f c-f f S .-;-.,"..trl t6trT t c>c .+rttt a r6 q ,
L
.- ,.* _,r- .^* ,.
E Statt Approvat
L \o
February I
0
l1
!.
"l
5, 1982
I
! ML!--!-goNpont N I ufls - ffafz#/
The total lanclscaped area including sod roof, asPhalt path and cobble
swale is approximately t88,7oo s.f. This includes an increased adjustmenl
for slopes of 152 (6:l) and greater.brinerscott
architects
143 e. meadow dr.
vail. colorado 81657(303) 476 3038
PHASE I PHASE IIITEM
N0. s lzE N0. s lzE
ENGLEHAN SPRUCE
LODGEPOLE P I NE
ASPEN
NARROWLEAF POPLAR
FLOWERING TREES
EUROPEAN HOUNTAIN ASH
t.,tLL0\.1 sPP. (Sl{RUB)
oTHER DECIDU0US sHRUBS (VAR.)
GROUND COVER AND PERRENIALS
IRRIGATION
SOD ROOF
SODDED AREA
SEEDED AREA
SOIL PREPARATION
l8l 8,-12'
lt7 8'-12'
Bo I:"ca l .
,rO 2tt-)ttcal .
20 2t"cal
J Z!'tcal
I 3 2irrca I
134 5 gal.
500 5 gal.
300
110,800 s.f.
12,2J0 s.f .
25,000 s. f.
91,918 s'f.
l l0,800 s. f.
93 8 ' -12 '
7\ 8t -121
l8 1*"ca l .
85 2tt-3"cal,
lo 2j"cal.
50 5 gal
50 5 gal
77 ,900 s.f.
11,000 s.f.
45,959 s.f.
77,900 s.f.
..
-r.tFaa!
F o
I Ap4! !9
The total landscaPed
mately 188,700 s. f.
and greater.
ITEH
area includlng sod roof, asphalt path and cobble swale ls approxl-
This lncludei an increased adjustment for slopes o9 159 (6:l)
PHAS E PHASE I I
N0.stzE
EngIeman SPr.i;e
Lodgepo'le Pine
Aspen
Narrowleaf poplar
Flowerlng t rees
Evergreen shrubs
Deciduous shrubs
Groundcover
VInes
lrrigatlon
...- Seed
5oi I preparat ion
Timber terraces
Asphalt path
\2
lr3
\5
187
220
r6
50
35
95
B5
32
t2
50
150
1600 pot s
tzE
l6' -18'
8'
|6'-18'
8l
2l /2't Cal
2l/2" cal
5 gal.
8r
21lztl
2112,.
2112..
5 gal
5 gal
2v\,,
I'72
cal
cal
cal
9al.
lo,8oo s.f.
l0,Bo0 s.f.
1 0,800 s. f.
4'950
77'900 s. f.
77,900 s. f.
77,900 s.f.
1500 | . f.
CONDOHINIUHS
f"r
Ir
"t
February l':, l)82
I
sr ns!\ surt conoofl ntuns *ff)?fasay'{
The Lotal landscaped area including sod roof, asphalt path and cobble
swale is approximately 188,700 s-f. This includcs an increased adjustmcnt
for slopcs of 15'1, (6:1) and greater-brinerscott
architects
'143 e meadow dr.
vail. colcrado 81657(303) 476 3038 PHASE I PHASE IIITEH
NO. S IZE N0. s lzE
ENGLEHAN SPRUCE
LODGEPOLE PINE
ASPEN
NARROWLEAF POPLAR
FLOWERING TREES
EUROPEAN MOUNTAIN ASH
wrLL0w sPP. (SHRUB)
OTHER DECIDUOUS SHRUBS (VNN.)
GROUND COVER AND PERRENIALS
IRRICATION
SOD ROOF
SODDED AREA
SEEDED AREA
SOIL PREPARATION
lBl 8'-12'
It7 B'-12'
80 l*"ca|.
220 2tt-3\cal .
20 2*"caI
J 2!ttca7
13 ?tt'cal
134 5 gal.
500 5 sal.
300
ll0,B00 s.f.
12,250 s,f.
26,000 s.f.
9l ,918 s.f .
I |0,800 s.f.
93 Bt -12'
74 8t -12'
l8 l+"cal.
85 2"-3"cal.
l0 2*"ca | .
50
50
5 gal
5 gal
77 ,90o s.f '
13,000 s.f.
45,959 s.t.
77 ,900 s. f.
I
CONDOHINIUHS
The total landscaPed
mately 188,700 s. f.
and greater.
I TEH
PHASE I0. s lzE
aria including sod roof, asphalt path and cobble swale ls approxl-
This includei an increised adjustment for slopes e; 151 (6:l)
P}IASE
stzE
Englemarr SPrrir.e
Lodgepole Plne
As pen
Narrowleaf PoPl.ar
Flowerlng t rees
Evergreen shrubs
Deciduous shrubs
G roundcover
Vines
lrrigatlon
Seed
5oi I preparation
Timber terraces
Asphal t path
l6'-18'
8''
16,-l8l
It
2l /?tt Cal .
2l / 2tt cal .
8l
ZllTtt cal .
7ll2t' cal .
2ll2" cal.
5 gal.
5 gal.
2lll't pots
77,900 s.f.
77,900 s.f.
77,900 s.f.
l5o0 I . f.
\2
il3
{5
l87
220
l6
50
35
95
85
3Z
l7
50
150
1600
Bl72
I
gal.
9al.
10,800 s'f.
l0,Boo s.f.
l0,Bo0 s.f.
4 ,950
Al(A
ALBERT KNOTT & ASE@IATES, IIIC.
sam6().v uEYH|6HWAY
ENGLEyuo(lD, colof,ADo 80t la(ilrl7rgsE5
AKA 1878-1181
November 30, 1981
Hensel Phelps Construction Co.420 6th Avenue, Box 0Greeley, Colorado 80632
Attention: Mr. Richard Maynard
RE: Sinba Run Condoniniurns
Gentlenen:
Enclosed it !19 inspection report for work performedon Novenber 23, 1981.
Very truly yours,
ALBERT KNOTT & ASSOCIATES, INC.
RMR:rnc
cc Bud
Tim
Chet
Dave
Tin
Ray
VanHorn
McKinney
Horton
Houdeshell
Ke1lan
Story
AKA
ALBERT KNOTT & ASSOCIATES. INC.
8.{OO SO. VALLEY HIGHWAY
ENGLEWOOD, COLORAOO 801 12
(303) 773.8585
INST'ECTION R[POIIT OF:
LOCATION I Simba Run
0l.is I1'I
.lOIl NO : 18 7 B DATE:
INSP[CT0R1 Pat Collins REGULAR ilRS : 5. 5 OVERTIIVIE
C0IiTMCTED SERVIcEs; ves X_r'ro
A visual inspection w4s performed on the 1st 1evel of
steel. This inspection covelsd bean to corumn noment connec-
PAGE 1 OF
HRS I 1.0
t ions , joist welds, a_nd steel f itup. The moment connecti.on
weld lnspectlon covered linesJ !o 15, points B to G. In this
area,4 welds were re j ected for beins r.rnder.size
IlS ioist weld inspection covered Lines 9 15 i.nts
B to G. 1008 of the joist welds were inspected 1n this area
t.v1ljr were rejected for being unclers j.zed.
The steel fitup inspection covered lines 2
B to G' This inspectiorr showecr a1r rnenbers beins erected as
qg:jgn9tt, with no rnoclif ications neecled f,or proper f itu
The we_lding foreman was notified of the rejectecl welds
and AKA will rei.nsDect Ll n cornp).etion of the required rervork.
STRUCruSAL AND I€CHAilICAL TESNNG
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Q6 ;'r -.ruliin g Fngineers
Srti! : :.ir{ f c::n*:'t!+;r iLgin+er!.1
5'lsi aO. l5a . Gl"ENWOOl Sl'Rllj(iS. COLOiiIOO 8160r
(lt)\ilriEl r"'ii:.S'i I)iL: niiSiil'iS
t
l3Le Cast'. 11/6/A'l
Cr''nt::act{rr:
A Line 10,1,2 - E Line 10,11,1.2,13,'14 * P Line 16,17,18,1.9
33171
33173Sr.: 33159
33154
33166
.j,'b I... r 22,802
.irb i,.c:i i s111 SirnJra Rrrn
Si::-:' 1 i,' l,s : Contractor
L.r..-t: -,.,i;: East tsuildingr PaCs,
|{t. llcbile l"tix !u!?.r,rei s ,:.c|iei
i i;:e i3s::
Ai:: Cc:l !e:: i
hir l enpc:'at l::e
Trucl: ::o. : 103
Dcrs 1! -
3 3/4
. ::':cHff rsA86oCIATDS, rUC.
Usrc-reshle-
lio .Tes ted
Age Tos t€d
Davs
Compres s lve
Strength (psl)
11-17 11 30q0
4E 12-4 2A 4700
a
ft
Job ilc. 2 22,802
Job Locatlcn: SiJnba Rtn. Vait
Sanplec By:
Locat icn:
Field Erqineer (I(eith)
farking Stnrcture, Grade Bean, 20'
CH AHF &ISOC|A?GS
Con*ultlng Englnecn
$oll end Foundetan Engfnewlng
5080 nD. r5'r . GLCr{V!OOD SentIGg. COLORAOO atGOt
CONCII,ETE TESTING R,ESI.ILTS
Dste Casr: LI/25/8L
Contractor:
56" Lire e 70r of EE Line
llix Data:
Concrece Supplier: Mt.
Saich Out T.Li,:e:
?}$SICAI PROFER.T]ES:
Uait heii;hr
lla i .tir t
Crarlc r€ i r'ta:pe ra:iire
Suppllerrs Ticket lio. :
Ti::e Casf : 1:30
Truck No.: 106!'!cbiIe Mix
pc:
J.
o?
33687
33582
33689
33583
3368s
Den s: ty 4 'I ll
ocf
Air Content
D1r*e ter
Air Tenperature
l:l .
o?r
Benartr:
..6---att,
t
l'.:r C:: i: l0/15/Bl
" ii!r'( iil i :
20-C to H, li-20 ro i7' Cr,:le tsear's
4,trrut
: E. Building, C-19.5 to 20,
l'lt. I'kbile I'tix
,1-ir C i.:r. i e: :
.'.1r Te:-.:;.1;'a;:.
S ic:::-, 3A in.
-.'e::s:- I l- pC i
::,8C2
,':.: Si$ba Rlln
11/!/91
i.l?CC (Keitir)
gais E Line l-4-5-6-7-8,Fads G Li-ne 5-7-B
ilt. llcbile llix
331-l-0
JJIU9
55LU I
S i'::.:
A1$o
ALBERT KNOTT & ASSOCIATES,INC.
84OO SO. VALLEY HIAHVUAY
ENGLEWOOD, @LORADO 8OI 12I 'qlx'lz3{OE6
AKA 1878-1181
Decenber 9, 1981
Hensel Phelps Construction Co.420 6th Avenue, Box 0Greeley, Colorado 8063?
Attention: Mr. Richard Maynardl
RE: Sinba Run Condoniniums
Gent l enen :
Enclosed i: !tt" inspection report for work performedon Decenber 2, 198I.
.t
Very truly yours,
ALBERT KNOTT E ASSOCIATES, INC.
RMR:nc
cc Bud VanHorn
Tin McKinney
Chet Horton
Dave Houdeshell
Tim Kellarn
Ray Story
L
STRUCTURAL AND MECHANICAL TESTING
.t
AKA o
ALBERT KNOTT & ASSOCIATES.
84OO SO, VALLEY HIGHWAY
ENGLEWOOD, COLORAOO 801 12
(3031 773.8585
tNc.
INSPECTION REPORT OF:
LOCATI6N; Simba Run JOB N0: 1878 DATE: I2/2/8I
REGULAR HRS: 5.0 OVERTIME HRS:
PAGE I OF
ONS I TE
INSpECTSR: Ray M. Reed
CONTMCTED SERVICES: YES
Ditarrr"d Oh*b."rr of ttu"l tttr.tur", irr th" *irrt", ti^"
with HP and Ridge Erection personnel. Efforts will
compensate for steel tem TA etoi
the erection envelope hen t
qqr_[al (60oF) temperature
errgrlger Dave Houdeshell and d
the problen of adhesion of fireproo
{._8. Gq4ce was contactetd and stated that thev do
surf
not reconmend
spray-on fire protection on any painted surface.
will look inlo th::__pgfBff!&1 problen further.
It__W4__fegpm4endelllqo H:p lhat the erection cables
(plurnbness) rernain until the diagonals are welded fulry in
osition. Sone ir:-p@4__slrgp !:.agonals have a bow of Z_!/Zt,
!!i11ir1 not incure thqrt the buildins remains
ce4eg are renoved bgfole the diagonals are re
Yl .liqlldeshell is investigatinq a process fo
dLqggng.l s in the winter to insure t ht diasonal
temperature increases.
STRUCTURAL ANO MECHANICAL TESTING
ro Town of Vai 1
Town Hall
Vail, Colorado 81657
Attention: Gary Murrain
DArr L2/B/BL vra Mail
rnolEcr5i*6a Run Condominiums
1100 N. Frontage Road
Vail, Colorado 81657
F,rst Class l- n less
Otherwise Noted
TRANSMITTED FOR
I ) APPROVAL
I ) F \AL APPROVAL
I ) CORRECi ON AND RFSUBIVTISSION
I ) APPROVTD
1 ) APPROVED
lX) FOti YOU R
TRANSM TAI NO
NEW SLBM TTAL
RE5U 8M LITAL
PRFV TRANS NO
20 IOV
AS NCTE D
RECO R DJ
iOTLOW UP
t)
I PLEASE ACKNOWLEDCF RECEIPT EY SICNINC THE DUPLICATE OF THIS TRANSM TTAL A5 INDICATED AND RTTURN TO U5 FOR OUR RECOR,DS
oRrcrNAroR Heqsel Phelps Construction Co.
NO COPIES
1 each
DRAWLNC NO DESCR PTION (ALL ITEMS ENCLOS:D I.JNLESs NOTED)
JVA Transmittal Letter - Sketch of East Bui.ding Bays Between Gri
1 each Concrete Test Results pated: 11/4/81 . 1L1!6/Bl., LL/3/g], lqlZgLg10/30/81. 1-! /18/Br, and 71/20/8I.
Inspection by AKA pated: L2/2/8\, 1]-/13/81, ]-t./23lBL, and 12/B/B\
REMA.RKS:
IHE FA8R, CATOA HNs REOULSIET] I4A]
(DlRrCT r TO
COPIE5 BE RETURNED, PLEASE RETLRN DRAWINCS {VIA OUR OFFICEI
spccific.trons, C
tler or lhe
TRU
olnqLrrrrc.! rclativc lo ih is
vto ssuing off ce i
ject Engineer
onsm
JOHNSON-VO I LAND.ARCHULETA. INC.
Consuitinq Engin€€rs
23OS CanVon Bou leva,d
Bou ld€r, Colorado 8O3O2
303/4421-1951
6385 W€it 52 nd Avenuo
Arva.la, Co lorado 8O0O?
303,/42G2055
Altention
--fu-t4ee(,**=l _bLlrlgt
Proioct
rr tra ittal letter
Enclosed pleass f i|ld
)
r) Shop Orawings fi Tracings fl Prints
THESE AB E TRANSMITTED es chocked bolorry
n For your use
Ras rsquestea
n' For revisw atd commctt
i_J
tJ
fi
R€vicr./ld rnd €xcaptions not6d
R€submil
Remarls
CoDba roEilrqdffi-
SECT ION 3+", lto
\-tl,tLrttc To TOP tr
nDJAcEhlr,/O/ST €n S/E
L/l'/tsttlj &€AM 624Ce
wt2 -*
.TEFIAI HE SlM
S,{TOP,2",{807
&orrtD latE
''.-.'& 81"6'3 VIEaTrfTcEn wr,9l gr wnr
{M2
E8'-8,
Stltlyl E
SECT/ON {D\w 14% tv
.1 q'
END EW6\
6-, z't'16otO
E Hensel Phelps
Gonstructioir Go.
P.O. Box O
420 Sixth Avenue
Greeley, Colorado 80632
(303) 352-656s
December 4, 1981
Town of Vail
Town Hall
Vail, Colorado 81657
Attention Steve Patterson
SubJect: Simb Run Condominlums
Gentlemen:
We wish to express our appreeLation to our Subcontractors and Suppliers,
ArchLtect, Owner, Struccural Engineer, and Town of Vail Building Depart-
ment for perforning co meet the needs of the pace llensel Phclps has
establlshed on Simba Run Condominiuns.
Due to Rldge Erections tinely e.rectLon of eteel on Ehe Ease Bullding and
ilensel Phelps completing the exterLor Parklng StrucEure walls to L26-6,
our overall lrt nter activities plan has been moved up cont.tngent upon
weather.
ltre attached echedule indlcates our intent to contLnue constructlon through
the winter months. Please revLew the attached schadule and cotrtect the
underslgned ulth any queatlons or cotrments. Please expedite subxll.ttal
and shop draulng process upon receipc of flnal draulngs in order Eo conforn
to the attached sbhedule.
Very t,ru ly your6 ,
HENS9?PHELPS CONSTRUCTION CO.K/.t //l+ruL-fl,---^-
Bud Van Horn
Super in tendent
rjf
Enc losure
Ferformance
Irt trl
Fu)xFl
tlF() Z l.l 3urt4c) E!C9O cJ Xol.rtO CFo3 .roDoS HH F'd U) O !' 'I TJ€ Fgo H Ft rJ F l.r O i- tto o F P'5 to lD Hi{o rr C O}r.Hort Zo o o doo o 6)r|> rl F€ftE n t4 e <h PA X u)oox F r.r larr dltrTtr,trF5OFll*r O AE0q Fl Co r-r. |1 o. Foll 5l& € tdo rTo 0r t4t o 6 trrd l-rl iJ'JA il. 0l Fo rl hltHO c) ul O tD O lJ. rt rl rl Ft€ F . d. u). ttO 'F. ()rfqO . o. oo() r-,. . F.. t OO Frb! . F. O tst o.o . 0a. F|.O ts.F . O. O € (/D r-dnt3 .6). d c-r H.ts'!Ooa (a . . o o :4 <Ort . r'g . ts rJ td|tat r- rr .|l. Ho r!>OO . O. Orr F aErr.€.8-Ftrttr O rrl . . !r P Ct,P H . tn. F(, 0zFJ\OO . rr. E O F] Ao<.tr.oqoHrc)hor . Ft. F
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J\
AKA
ALBERT KNOTT & ASSOCIATES, INC.
8'OO SO. VALLEY HIGHWAY
ENGLEWOOO, COLOBADO g)1 12
(1t03) 77$8585
INSPECTION REPORT OF:
CONTRACTED SERVICES: YES
REGUTAR
JOB NO:
NO
HRS:
PAGE
DATE: /Z-Z-8/
OVERTIME HRS:
OF
rNSPEcroR ,t* 4/r.
/t)
o,
STRUCTURAL AND MECHANICAL TESTING
Al(A
ALEERT KNOTT & ASSOCIATES,INC.
8aO0 SO. VALLEY HKIHVUAY, r.,
ENGLEWOOD, COLOSAOO 801 12
(30:l) 773858!t
INSPECTION REPORT OF:
LOCATION:
INSPECTOR:
nlan:/Lz3-9,/
OVERTIME HRS:
CoNTRACTED SERVICES: YES.X tO OF
../'//''. t
,l
_-"1
STRUCTURAL AND MECHANICAL TESTING
Town of Vai I
Town HaIl
Vail , Co1o. 81658
Att.ention: Chet Horton
DATE 1)t1t9.1 vrA Mai 1
PROIECT
Simba Run Condomintums
1100 N. Frontage Road
Vail, Colorado 81657
Fr.st Cjass Unless
Otherw se Notcd
TRANSMITTEO FOR
I ) APPROVAL 19 TOV _
L)
T RANslvl ITTAL NO.
NE\V SUBfvl TTAL
RESL BM ]TTAL
i) IiEV TItANS NO.
I FI\AL APPROVAL
CORRTCIiON AND
APPROVED
RE]JD\]ISlION()
lt
APPROVED AS NCTEf
FOR YOUR RICORDS
FO|LOW UP
PLEASE ACK\CWLEDC: RtC:IPI EY SIC\ NC THE DUIILICAIE OF IH S TRANSV1ITTAL A5 IND CATED AND RETUR\ TO U5 FOR OUR RECORDs.
oR clNAroR l{enSel PhelpS Consrruction Cn.
DRAW \C \O
lea Soil Tests dated: 11/10/Btrl.f /[/81, II/t7 /81
Concrete Test Result dated: LO/23/81
rL/20 /81
NC. COP l|S
1ea
DtSC R IPTlON IAL.L ITE!1S E\CLOSED UNLESS \OTED)
Structure foundation over bedrock
1ea
TFt fAeRlCA-oR A\ RreLI :T:r -r,AT COPIES EE RETLRNED. PLEASE RETURN DRA\^,/INC;S OUR OFFICE)
IDIRECT) TO
Note io trbrc.iors marr!ticiLrrcr's rcprcscnt.tivcs: Approv.rt ot lhc m.ricr at tr.nsrnLtt€d hereby whethcr by the Contractof, rhc O*,ncr or thc Owner,sAuthorrzed Agcni, sha I unil.r n,r .,r.!.rrii,r..! .rltcr rhc rc<turrcments of fhe orrginal draw n!s, spec f cat ons, Contract Oocumcnts, Subcontraci Docu_mcntiorpL'.hascnL]tc.d'Cjrllolqu.||y.qJi]ni|iytlnish.dimcnson.des]gn'configU.aiioncrmnn|,{.rclrei
t,rncc by lhe Coniraclor ot any mclhod, rnaierral or cqu pmenr not uttimately dc.cptalrte to the Owner or the Owner,s Autho;ized Aeent.
Tirn McKi v
ineer
oN c
Prgj 9c!
AKA
ALBERT KNOTT & ASSOCIATES,INC.
8{N SO. VALLEY HIGHWAY
ENGLET/r,OOO, COLOFADO 8{tr 12
{303) 77}8586
AKA 1878-1181
November 30, 1981
Hensel Phelps Construction Co.420 6th Avenue, Box 0Greeley, Colorado S0632
Attention: Mr. Richard Maynard
RE: Si-nba Run Condoniniums
Gentlemen:
Enclosed is the inspection report for work perfornedon Noyember 23, 1981.
Very truly yours,
ALBERT KNOTT q ASSOCIATES, INC.
RMR: nc
cc: Bud VanHorn
Tirn lvlcKinney
Chet llorton
Dave Houdeshell
Tim frellanRay Story
STRUCTURAL
^ND
MECHANICAL TESTING
I
l''l
[,
i
AKA 1878_1181
November 2S,
Ilensel Phelps Construction Co,420 6th Averrue, p. O. Box 0Creel ey, Colorado 806J2
Attention: Mr. Richard Maynar,J
RE; Sirnba Run Condoniniuns
Gentlenen:
Enclosed ir ll9 inspection report for work perforrnedon Noyenber 13, 1981.
Very truly yours,
ALBERT KNOTT q ASSOCIATES, INC
IllvlR:nt:
l.,ud \r'anllorn
f iur Nlc Ki"nney
t het liorton
I lve' l!rirdc-*hi. I Iiitu i,.'lIarn
I r\' Itt.rt '
:. i RUCTURAL AN{r ra6661111gAl IiltiilHc
INSPECTION REPOR'{' OF:
I,OCATION: Sinba Run JoB N0:1878 ,-DATE: rtlr1lsr
. NSPEI--I'OR : __-p*a_L!-ql 1 ins . __REGULAR
tloNl'RAC]'tiD SIRVlClS: ylS )O *u
HRS : ?.5 OV1IITTIME HRS :
PAGE 1 OF 1-
(303) ?73.8585
l!g_.tq1 fir up inspection showed all urembers
9l'e!19q_ if lequired with no noclif ications neetled.
be ing
'flre beam to colunur weldltg r{as found to be unacceptable
-.xce
,'cld 1vh('re the lejgcted welds haye 3,/ l6tt to 1/4r wel.cls.
-'-the.{.
braci.ng rlelding and i'stalration was founrl to be
'j:ce.irtab 1e .
t at_qlo_Jlllnts. Detail ;l f ron sheer S12 requires 5/1-6"
l rtl(liIuFlAt iNl) M[:CHAtTILAL ,iSTlNG
Sn
,:EIE
(sGf
I{ensel
420 6t}J.
Itilii: rnc
cc
Phelps Construction Co.Ayenue, P. 0. Box 0Colorado 80632Greeley,
Attenrion: Mr. Richard Maynard
RE: Sirnba Run Condominiums
Centlenren;
Ilnclosed ir ll: inspection r:eport for work performedon Novenbcr lj, 1gEl. '
Very truly yours,
ALBERT KNOTT q ASSOCIATES, INC.
,#+ry
llrril V:urllorrr'l'i in 1r1,.:hrnrrcrv
tihct liut.L0nlr:tr'c ll,r i,,1,.,. 1,,
Ir,ll i..ji i. tl
i'.ri' :i'i1,'.,
ll
i$rr,tirrtAL Aitr , utcltr.NlcAt tEsTtrtG
INSPECT0R:_ par cottins REGULAR HRS:. z.iOVERTII{E HRS:
coN',rRACrED S]:RVICES: yES 19.N0_ , pAGE . r. ,_or.. r _
the tlrct level of _
.3Igc
The steel fit up inspection showed all members
glg:jsg a: requfjsg_xlth no modi ficarions needed.
to be unacceptable
except at tlvo ooints. Iretail 4 fron sheet s12 requires 5/L61,
t'te-l cl wlJere_thc_rejegted yel,Js have j/16" to 1714,' we1ds.
.,r:cclJtabl e...-'*
_..I]19*-lt b:gg:IL€_{gL4gg_grlq instattrrion was found to be
IUfi,,r fl1) r.4l (lt in fJr nl.Il-tjlll,J(.,
o
F
).,-
To: DOVER ELEVATOR COMPANY
BOX 2177
llEltPHts, TEI{NE$SEE 381 01
Building
Elevator lD No.
INAL ACCEPTANCE
Oover Elevator Co.
Construction Contract No.
03{r-97{57
Gentlemen:
We have examinod the abov6 listed elevator(s) fumished and completed by you in the above building under th€
. terma of a contract between us datod as stated above. The equipment as installed appears to be satisfactory and
in accordance with the contract and we hereby acc€pt it under the terms and guarantees of said contract.
purchaser,EFEL+IILPS C0lSfRlEf lOil C0PltT
By
TiileTiile
AGNATURE OF AUT}|(NZED OFRC|^!S|GI|ATIE OF AUTHORTZED OmCUt
DATE
6.L
Flnal Acceptanc€ Oate:
Buitdins Namo: Sl-a nI|| COtdF3
St13€t Addr€8a:
city, sraro, zip: If ll , GOIOm&
Dat6 ot construction Contrac{: ll-ztFAl
?arscagnr
Dover Factory
Job Number
c-35030
I'GT T D @ffi
o
F
To: X)VER ELEVATOR CffPANY
urx 2177
rErtPHls' TEt{ilessEE 381 01
Building
Elevator lD No.
INAL ACCEPTANCE
Finsl Acceptanco Oats:
Euildlng Nam€:
gtra€t Addrgss:
City, Stare, Zh:
Datc of Construction Contrecl:
Dov6r Elevator Co.
Constructbn Contract No.
mlr-9rts8
Purchaser
Gentlemen:
We have examined the abov€ listed elevator(s) furnished and completed by you in the above building under the
terms of a contract between us dated as stated abov6. Th€ equipment as installed appears to be satisfactory and
in accordance with the contract and we hereby accept it under the terms and guaranteeg of said contract.
/^ t-,'r \t t
\
i* Fr l\r,rr-.
J,.i//\/tl,t:'; i
By
Ers€t+rH.Ps $snwrrf @Frff
\l
-l
AKI{ATURE OF AUTHOflZED OFFICULstct{ nnr or Awxomzg) oFFtct L
Title Tifle
DATE DATE
tr4
Slnr Run Cc&:
Urll. Colon&
lr-e+81
Parrffipr
Dover Factory
Job Number
c-3go3r
DOttD @ffi
I
.
.':r!
JOHNSO N.VO lLAN D.ARCI.{ULETA. I NC.
Co ulling Enlina.rt
23Oi Canvoi Bqulov.td
Bouldi., colorldo 8O3{r2
303/44+195t
6385 wrrt 52nd Avonu.
Arv.d., Coloirdo 8(XX)2
3('3/4?$2055
Attention -T,n fule-Knua,t
-
Nov. 24 , -1?6J--
Enclosod olease lind
Copies
i'i
Itri
fr Ttacings
THESE AR E TRANSMITTED as checked below
fl For your use
{ es requested
fl For rcview ond commeni
Revigwed and exceptions noted
Resubmit
Ll Prinrs
L'l
.rJ
tt
Remarks
otr /?lf ._ArteP,,lltE
-
sraiJc'u€ t!\/4M nEr*r'.T
Signed CopieE io
J
RE: Parking Structure fouodatlon orrer bedrock
The 2'-8 wlde contlnuous footlng (shown on sheet Sl) ts not requlred
where bedrock is exposed; wa11 may bear dlrectly on bedrock' (cootractorrs optlon).
"footlng" of varlable thickness and vl.dth (contractorrs optLon)
may be used to form a levellng base for constructlon of the
waLl- above.
At che contractorrs request, the top of "footlng" elevatlon
nay step from 121'-0 (shgggn gqr.sheet Sl) to L24t-O at apoint 50'-Q! from grld l€9-tt_, (northwest corner of paaking
structure), south aLong IIne (9 and east along l1ne iAj
AKA
ALBEFT KNOTT & ASSOCIATES. INC.
84OO SO. VALLEY HIGHWAY
ENGLEWOOD, COLORADO 801 12
(303) 773.858s
INSPECTION REPORT OF:
LgCATI0Ns Simba Run JOB NO: 1878 DATE: LI/23/87
REGULAR HRS: 5.5 0VERTIME I{RS: 1.0
ONS I TE
INSpECT0R; Pat Collins
PAGE 1 OFCONTMCTED SERVICES; vEs X uo
A visual ilsle_ction was perforneci on the 1st l-eve1 of
steel This inspectioLcoyered beam to colunn moment connec_
tions, joist welds, alq steel fitup. The moment connection
weld inspection covered lines 9 to 15,ints B to G. In this
area, 4 welds were rejected for beinq undersize
The joist weld inspection covered lines 9 to I5 int s
Bto 9_ I00% of the joist welds were inspected 1n this area
and 4 welds were rejected for being undersized.
Ttre steel fitup inspection coverecl lines 2 to 20, points
B to G. This inspection showed aL1 members bein erected as
qg:$ryg, with no modifi.cations needed for proper fj_tu
The welding forenaq was notified of the reiected we 1ds
and AKA will reinspect upon conrpletion of the required rework.
STRUCTURAL ANO MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES. INC.
84OO SO, VALLEY HIGHWAY
ENGLEWOOD. COLORADO 801 12
(303) 773.8585
TNSPECT'R,?ty' a//is REGULAR HRS:
PAGE
I
OVERTIME
OFCONTRACTED SERVICES: YES NO
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Pro; ect _S! n[q_!g1_Cqndos
iclLy Report lto,59
P-0. Box 726
Vai I , Co . 81 (riri ;\t tn : ljr . Rav Stor'.r'
L'e; lhe r o r!o n&,
Gererei Ii.ri .r":e-::.+"ti. TotEl. Tardage ahj.rc Si'l1ft
!rr: r t \i:^. _ui:L
F-.---^r*I*:;r;i Excal'ation for coluan and footing pads riithir: the proposed pa:king structu:e
about 75 feet north al.ong the
The nat'.rral soils e.xpcsed at L. consisted of dense, s"ilty to clay€y
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Hensel Phelps
Gonstructioir Co
P.O. Box O
420 Sixth Avenue
Gre€ley, Colorado 80632
(303) 352-6s55
Attendees:
Ray Storey
Ghet $orton
Ti.n Kelleor
Richard t'laynard
Bud Van Hora
Ti.n llcKinney
Darr611 Duggar
l"tlke Oaks
Patrick Collins
Distribution:
Hensel Phe lps Construction Co.
Simba Run Condominiuros
Structural Stee1 Start Up l,leet ing
Meeting Mlnutes
November 5, 1981
L &M Prof,eesionat Consulca,nts
Town of Vall
Brlner Scott Architeets
Hensel Phelps Construction Co.
IlenseL Phelps Construction Co.
Hense 1 Phelps Construction Co.
Ridge Erectlon Co.
Ridge Erectlon Co.
Albert Knott Associ.ates
Ray Storey
Chet Horton
TLn Kellen
Rlchard l'laynard
Bud Van l{orn
Tln McKinney
Darrell Dugger
Patrick ColLlns
Dave Houdeshe l1
llarc Cor:oier
Heneel Phelpe Conatruction Co.
Meetlng l.llnutes Fil.e
Ferfornnnce
4.
18160 STEEL ERECTION LLl5 /8r
1. Sequence - Ihe delivery and erection sequence as request,ed by DarreII Duggarof Ridge Ereccion was reviewed with his onsite erection forenan, Mike Oaks.
This schedule erectl.on seguence is as folLows:
Area 1 - Co lurm line 16 to colunn tine 23 - Erection through 1evel 150.
Area 2 - Co lurnn line 16 t.o co lumn line 23 - Erect.ion elevation 150 - 180.
Area 3 - Co luon line 9 to co hmrn line 16 - Erectlon through elevation 150.
Area 4 - Co lunn line 9 to column line 16 - Erectlon through elevation 180.
Area 5 - Column line L to co lunrr line 9 - Erectlon through elevatlon 140.
Atea 6 - Coluon line 1 to column line 9 - Erectlon through elevatlon 180.
2. Tine to erect building and total piece count. - Darrell Duggar of Ridge Erection
indicated approximate 1y 7 to 9 weeks would be requlred to erect the structural
steeL on the East Bullding. Ridge Erection also stated their progress would be
approximately 100 pleces of steel set per day. Upon review of this, Hensel
Phel ps has detetmined there are a total of 3 1247 pieees of structural st,ee1 to beset in the East Building. Based on setting 50 naJor pieces of structural sEeel
and/or bar joists per day, the projected corpletion of Rldge on the East Buildingis Deeember L8, 1981.
3. Crew Size - Ridge Erection advised Heneel Phelps that one crew would be devoted tosetting the structural frane and bar joists lrhile a separate creu rril1 be used forthe deck and welding operations.
Inspectlons - 41L in attendaDce were advised of the foLlowing:
Chet Horton wou Id make the required inspectioos for the Town of Vail building
department, Patrick Collins represents the Albert Kuotc Associaces aod ti1l inspect
the welds as required, providing final reports for distrlbutlon to Hensel Phelps, the
SEructural Engtneer, the Architect, the Ohrner, arrd the Tovm of Vail. patrlck Collinsof AI(A advised that weldlng inspection will be 100% vlsual to start. Based uponinitlal acceptance of wetding procedures this will then be reduced to 40%. Inicially
. 100% ultra sonlc testLng will be done on aLl full penetration and cantilever welds.
Based upon 5% or less rejects, this rdll be reduced Eo 4O%. Dave lloudeshell of JVAInc. (the structural engineer) was consulted for lhe torque requltements on thebolts. Dave lloudeshell advlsed that. all are bolteil connections and bearing type
corurections and tbat no torque is epecified. Therefore he advised thar the bolted
connectj.ons mret be at least wrench tlght but that an Lmpact wrench nay be used.Patrick ColLlns of AI(A advised Bud Van Horn that they have the right t'o ask forrecertifio'ation of welders worklng on ful-L petretratl.on or cantilever welds wtrose work
has been deternlned to be consistently lneufficient. The torm of Vail advised Hensel
Phelps to Lnsure that areas which requlre welding iospbction are not covered up lrntillthat Luspccti.oo has been done. Copies of daily lnspeetlon reports done by AKA willbe provlded to the Torm of Vail as'well as the b tnonthly inspection reports fromthe office of AI(A. Ttre architect advLaed that routine lnspectlon will be done aodthat no notlflcatlon w1.11 be necessary.
Safety Nets - Dependlng upon the necesslty of aafety rets, HenseL Phelps and Ridge
1111 Jotntly supply the nets tequlred and crection w111 be doue by Ridge Erection.
Thc erectloo of the safety nets j.s outside of the scope of the contract lrlth
Eensel Phelpa and Rldge Erection. Thus all coat assobl.atcd vlth the settlng of,the safety nets by Rldge Erectton rri11 be borae by lleneel Phelpa Const;uction Co.
5.
6.
7.
Meeting Minutes
18160
tt/5/8t
Page 2
Guard Rails - Ridge Erection advised that they would veld the washers to the
col,umns and Hensel Phelps wlll string the cable as necessary.
Temporary Access to Floors - llense I Phelps and Ridge Erection agreed that
inttially wood ladders $rith'rail w111 be used as temporary access to the
fLoors. Installation of precast stairs I and 3 ie scheduled approxinately
the week of December L, 198L,
8. General Notes - (a) Chet Horton of the Town of Vail advlsed all in attendance
to revieiv the UBC special inspections section for any additlonal inspect.ions
uhich nay be requLred.
(b) A proJect nanual and specificatlon for subject project
were forwarded to AKA this date.
Prepared November 9, 1981
by
Tin McKlnney
Project Engineer
errx rxo AsssctArEt
Cdi*lttng Engblners
Sot'rnd Foundsllrr Engtnecrlng
5as0 Fo. rgr ' GLttrwOOD SFB|I{65. COL9BADO ElEol
COIiCRETE TESTI};G IESI:]-TS
-ict, lio. . 22,802
.l:b Locet ion: Simba Rurt
Sa::i I t'r -: \' i
1,',. a i: (':,:
il.i'l {--.ct.rr/4/8t
itpcC (Keith)
Pads E Line 1-4-5-6'7-8,Pads c Line 6-7-B
i\{l- ^rnhi I o }li .t
,:- r'^-..- 1r
lI-.gr!.srqL+.!
"?ttn. "21n,'
JJII-'/
|\:
);r . ' I04
Spec 1f lc.cJ Strength:
CC: Herrsel PhelPs
Briner & ScoLt
.J Vla
4000
clrtll
ll.fns
AhT ASS{)CIATES, Il;C.
Frcr"rii -'] r 1€.
( 1'r,,-::Cer I ,-6 !c
'lr Iestt':
6T;r.ei-- i ct:P:e -s ite
Ita',is ; S i icng --li (i:s:)
4:)11-1r 3
46 L2-2
Rsua rks :
L s M Profesional Consultants
p6l at 2B dsvs
Soll a*d
F)60 RD. tlr .clexwooo srarxiis. cgloqaDo *6cl
crlNcF.[']L ]'ES':niG RnSr-:1,1 s
Job lio.: 22,802
Lcc:tic;r: Simba Run, Vail
n-r - ar-Frr,-:L(j t-.t5t t tL/16/8L
a^-i'.-.r-'r.
26-5, 56 Line + 15' of A Line
Sa-c,p i cri 3;; :
LUi-\t-r\'.'.
Field Engineer, Kej.th
Parking Str:ncture, Wa1l Elev.
33449
J J+42
33452:' .'-:i<.: :. .- . 33439
33446
i'lcbile Mix
Jr/'A
L & tt Professlonal Consult:nt^s
-r-r. TF-GE Y. + .. > r.
i*.
Cy.
J'2 --. -
l
i
i
I
i
.:
ciini A!:D A-csoclATES, lFC.
Ci'1leder
li^Tes t P:l
A;e ie:,te:-CaT::pre';si-l'e
S::ength (ps1)
4q t-l i400
50 tt-t4
Rcnarks:
' 'igr.tfr"a srrecgth: *-j.0!0--_----- pst at -J8-
d3vs
llrns-.Frcreschl +- .
.iob iir. | 22r8O2
.;.-h 1., ,. .: r ir.rr ! SiJrba Run
CO}iC,RETE TT:S1'INC RESITLTS
totrArrS
Cclniracicr':
Pad A, Line 4-6-8
Date Cast = IU3/8I
Field nogin. HPCC
Pads B, Line I-2-3-4-5-5-7-8
C,,,-. :: lc:
Speci fled S rrengt h:
CC: Hensel-Phelps
- 1C !:e:
1: 15
j-":. r- ll i:;: t €:: i-
'',..: c l es ieJ
7
Coi::rre1sj.\'e
'- r*r-, ri /nqi]
2830
CHEN AhD ASSOCIATF:s, Ilifi.
. . .Hans. _Fro-r.ich.J c .
l. ..-::..-.Mf
:: 3-.:; --(: '
[lcbile Mix
:es t cC
u-10
:,::.:-Ie;: :
', ^--.. Cas'":
: 33071
33073
104
l'! '
f--'7.....|.c,
4000
Briner & Scott, Architects
J\IA
L & tI Professiornl Consultants
Rcra r ks :
psi at ____28__ da:'s
CHfx rr*a Ag*octAra$
Consuillng Engfneers
$oll snd Fcundeflon Fngineering
slaort!. rs€ . CLr-NlrOOO Spnr\.!S. CLILORIEO etEBl
CONCF.il?f TFS']'INC F.i;SI:LTS
r..-.: 22,802
:. r: i ic;r i Sfuba Rul
.,-3t c i:3sL: lO./28,/8I
Eet:::ks :
Sp.:clfled Strengcb: 4OC0 psi ar
CC: lbnsel-Phelps
Brj:rer & Scott. Architects
,na,
L & M Profeissior.ral Consultents
r. .-: - i' :' i,': :
It E l? q +^ 1( ( :\--B DE
3290b
i?rioc
32918
. /:-lc .{s:cr. : .r-.: : a.r:; i','e
S::ers:h { irs i) I
cllEri ALD ASSC|ClATEl,;, ItiC.
II;r t::; i'rOes ch i.c
f'1e1C negi:reer (l.,eith)
Col. H-21, D-2I, D-22,
116
il:s:er:l
I
I *..j
?8 c!;rys
ir\
\.r.zzr6vz
, ..i..i::iL.:i: Sinba RLUI
: Sfeeftted Strength;
rield nqineer (i{ei*)
Grade Beam, CrI1.5 to G-I5, H-16 to
96:.'-:-'. -i|: r:
'-, , 'i:'
.I.
33008
32990
t',,iit ,*o.l-pheu)s
Briner E Scorbt, Arddtects
J\17\
L & M Professional Consultants CHEN AllD ASSOCIATES, lNC.
.H:.ns- Froesch I,:
i;a j,', t -'.1.0" ':a:.:i .. I C, =:rc';sire...s:e:i I l:vs: ! ',ci:e-s:h (itsi)
Smarks:
pal at daye
iJ;)ic:i .:: li - a--s - l.Ic :li-.it:Li s
.l,rt I'i'. : 221802
j;| l;:,'.:iIr'::r Sinba Runr Vail
\ t1$! .
Field Engireer i<eiti:)
Paming S:ructure, A Lu:: 59 Liie +9C'
r:'::. llcbile 1t-.:
JJ}UY
33500
33500
:, -.-:'- 3 3/4
. _ F.ugfigris:
Specliied Strcng,tir: -=4q04-- psl e: -28-__* days
r"',!.i'. :.+ ,: r l*l .- ..
: -.:: , ,"_!Gs,, liensel-ptielps
, . '1..f. .- BriJter e scott;. . 1 1; 91,;a .,
' t&MPrcfessionalConsultants cHEli AJiD ASSOCIATES, llEC.
llans. i:r.oesclrle -...- -
'kf': t "' i;: -l
ii+,i*r,f i L
cfigl
*ensultlng Fnglnser*
$gil airr: i-,:!ititd.!iiFn &ngf n*riing
5nia1i0. !!{, . .';,i t ug:1+i,) S.i:il!iiS, CO!OB4 i nl€nl
..,": zz,duz
l,:-r:.: i lr::: Sijnba Rln, Vail
liclci !:-c i-neer (Kei.i:h )
i:ai-iti:.1 S L:-cct:.u-e , IE ::-ne 56 :iortr 'l'l/r?
I
-_-.L I
SpeclfieC br-ren&thi __40!A*.-.-..-_ psi ar tR -_.-.-_ :!:rys
'.fg; tlensel-phelps: " eJner&Scott'wA
L & M Proiessiqral Cqrsultants Cllfli.{}iD f':iSOCL11 [.S, lliC.
HanE f r+isr': ,1.' .
,*#"roN REeuESr
onre /l z - iV JoB NAME
READY FOR INSPECTION:
EOCATTOm
(nppnoveo
--CORrffrtONS:-
CALLER
TUES WED THUR
tr DISAPPROVED NSPECTION REQUIRED
TOWN OF VAIL
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
D INSULATION
D SHEETROCK
tr GAS PIPING
NAIL N POOL / H. TUB
tr tr
tr FINAL tr FINAL
ELEGTRICAL:
D TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH'D EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
D_tr
tr FINAL tr FINAL
INSPECTOR
Town of Vai 1
Town Hall
Vail, Colorado 8t657
Attention:Chet Horton
DATE VIANov.2, 1981 I'lai1
PROI ECTSimba Run Condominiums
1100 N. Frontage Road
Vail, Colorado 8f658
14 TOV
TRANSMITTED FOR
( I APFRCVAL
( I FINAL APP RoVAL
( I CORRECTION AND RL5UI]L1 55ICN
( ] APPROVED
I i APPROVED
{x) FoR You R
T IiANSM ITTAL NO
NE\,\/ SUBV] ITTAL
RESU BM ITTA:
PRtV TRANS NO
(i
A5 NOTtiJ
RLCORDS
FOLLOW UP
-.
{)
( ) PLEASE ACKNOWLEDCE RECEIPT BY SICNINC IHE DUPLICAIE OF TlllS TRANSIIIlTTAL AS INDICAILD AND RETTJRN TO US FOR OUR RTCORDS,
oRrcrNAroR Hense-L pbelps Construcrio
NO. COPtES
1
DRAWINC NO DESC R ]ET ION
Concrete TesE Results
(ALL ITE[,1S ENCLOSED LNL€SS NOTED)
Dated: lO/2I/BI , LO/23/8L, 10/1 q / R'r
Lo/23/81, ard t0/23/81
First CLass Unless
Othcrwise Noted
BE RETURNED. PL€ASE RETURN DRAWINCS
, ihc Owncr or
Tim McKinney
RE [4AR KS
rHE FABR]CATOR HAS REQUTI'TtD I'1AT coFlEs
I
aiifi'l AiiD ASsoctAiES
Cons u I tinE Enq i neersSoil and Foundat ion Engincering
5030 Road t 54
Glenwood Springs, Colorado 81601
iC:iCRETE TEST IIiS RESULTS
Da te of Repo r tJob No. 22,802
JoS Locat ion: Simba Run
Sanp leC
Loca t i on
!
Hix Da ta
Supcl ier
?iiYS ICAL
Ilobile llic
3244s iruck i,ic. r 104
L0/ zsl8r
r0/16/8r
S i u.ri
Co:rt rac t or
Stairrn'ay, N end of E
Da:e
Bldg. and Retaining tr'a11
12:00
.l':' l.':;r::r:tn.
^^r.a^!-a-'wJj',,i'\EJ.: i.: ),.1.:,.-: ;:.):
!'.'i ir:=: 'ic.Rena rks\^^ :a^..-.S:
:5i0
fied Strength: .1000 psl at days28Spec i
To:
CC:
I'lense 1 -Phelps Constructi.on
Brine.r & Scott, Architects
Johnson Voiland Archuleta
L &11 Professional Consultants
ASsOC I ATES ,llrcCHEN A}ID
CHEIi ,iliD ASSCC li ii:l
Consu l t inq Enq i neers
Soil and Foundction Eng ineer ing
50*'10 Road |54
Glenwood Springs, Colorado 81501
COIICRETE TEST I}iG RESI,I!.TS
Date of Report : 10/23/81Job llo. 22,
Job Location:
8rJ 2
Simba Run
Sanpled
Loca I i on
Mix 3a ta
Suppl'er
Cont ract or
East Bldg. C.19.5 to 20, 20-C
Daie:10/15/8i
to Il, H-20 50 f7, Grade Bearrrs
: !ltn. Itlobile Mix
rs Ticiet llc: 32407
J.t l7!{i t-\.r
l,-v,L' ! ,,=r!;.<. .,-,
ienne ratur;: "i
C.r I i rd:r llo,
Ti'uck li:,:i08 ii e: 2r00
Si:enc::I e::a rils
daysSpeci
To:
fied Strength: 4000 psi at l8
Hensel -Phelps Construction
Briner & Scott, Architects
Johnson Voiland Archuleta
1,6!t Professional Consultants
Ciitil ;'ui' i3 SCi i;riES
Consu I t ino Eng ineers
Soi I rnci Fcundation Engineering
5030 Road 154
Glenvrood Springs, Coiorado 81601
CCiICRET: TESTIIIG RTSULTS
Date of Reocrt : l0/19/8tJob
Job
No. 22,802
Location; Siinba Run
Q:,.,r., | ;, rt ;:rr .
Location:
a-.-+--^+^-iJvlrLl,{1\-L\Jl
Easc B1dg. 20 Line, D to Fl, H
Date: L0/l?/8L
Line, 20 to 17
i{ix }ata
Suprlier
)i.,i'is iciL
LUI'|:- r.355lY: J . .,-'ji: -J
Cv lincei ',:.
a; - ^^-!--l
79 T iine:2125
S :u-: Si !tt.
?e:.a r- k s
Ilix
3??66
t ^^ n--,-.1r- E . .Jct ':Sirg:reth is I
?9 2 580
Specified Strenqth: 4000_ psi at
To: tlensel-Phelps Construct ionCC: Briner q scott, Architects
Johnson Voiland Archuleta
L &Il Professional Consultants
28 days
CHEN AND ASSOCIATTS
Consultlng Enqfneers
Sol I and Foundation Enoineerinq
TESTING RESULTS
0ate of Report t lO/23/81
Sanpled by:
Loca t i on:
Hix Data:
Dare : 9/24/81
Mtn. Mobile Mix
:i
i
Suppl i errs Ticket lio:
PHYSICAL PRCPERTIES:
Uni t 1,/eight:
Tempe ra t u re :
T-,,^r, !l^ ,
iir- igr ten t
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COMPRE3S i\Ii STRiNGTi.iS :
Cvl inder llc.
Specified Strength: 3000
To: Hensel -Phelps Const ruct ion
CC: Briner G Scott, Architects
Johnson \ro i I and Archuleta
l,frM Pto fe s-s iona I Consu I t ant s
]S12
I lail s Frccschlc
CHEN AND ASSOCIAT€S
Consultlng Englneers
5ol I and Foundatlon Enqlneerino
RE.SUtTS
Date ot n"po.a t 10/?U87
Sanpled by: Contractor
Location:
l.'l i x Data :!ftn. Mobile Mix
Supplierts Ticket No:
PHYSICAL Pil,OPERTIES:
Uni t veight:
Ternpera tu re :
0ate : 9/23/81
Truck llo. :
^-fo-r
Air Con tent
Ace , Dav s
28
28
Time:
SIumo )i
Rena rks
COi'lPRESS I VE STF.EI'IGTHS :
Cyl inder No.
:,
10
Specified Strength: 3000 ps i at
To: l{ensel -Phelps Construct ion
CC: Briner 6 Scott, Architects
Johnson Voiland Archuleta
L&t'l Professional Consultants
28 days
CHEN AND ASSOCIATES, INC.
Strenoth. cs i
4600
4670
Hans Froeschle
)2 An)
5 l]:ula liL::l / \ 1 :1. _
. .. ..ri:: 1o..lj,/61
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Strength {ps!)
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i
lConsultants
psl at 2A
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sor L I Fot f,o^Ttotf
EiIGI E E R I
'{G
5080 RD. 154 r GLENUTfOOD SPRINGS.COLORADO 81601 r 3(8/94$7458
October 22, L9BI
Subject: Exca-rration Ocsenration,
Sifitra R.l"r @ndcrninir.rrs, FFqt
Building, Vail, Colorado
Job l.;c. 22,8Q2
L & M Professional Consultants, Lnc.
P.O. Box 726
Vail, CO 81657
Attr: l4r. Ray Story
Gentlsren:
As recluested, ve observed the east buildi:.lE fcundation er:cav'ation along
H Lile f::om l8 Line to 20 Lbe and along 2C ii:rc frc;: D Line :o H Line
at the subject site on October 9 ard 21, ig8i. Ii€ prevlously coriucted
a soil and fo';rdation investigation for the s',:bject der,'e.ioplrert rc;nrteC
urder Job i'lo- 20,365 dated August 11, l98l.
At the tj::e of our sitc visits, the :::c:in3 L:e1ch ar]d pa<i ancan'aLicns
with:.n the a-reas outlined above had iceerr excanrated Cot"n t]-rrough t],:'e
upper clays and siLts to the natural @arse graii'd.ar subsoi-ls. Cut deputs
cn the order cf 6 feet belorq tfre existilg adj acent grornC s'.rface r'ere
required. 'fhe soll-s oposec at fourrdati-on ler,'ei consisteC of delse
s:-Lt!'to cla!,-ei, sandy grravel rait} cabbles anci occasional boulCers. iio fre-e
r"-ater \^ia.s cbserv'ed in the sxcavration.
The sul:soils at l:ea:ing fevel cbsen-ed r';i-Critr tire axcan, ation are
consi stent r^rith tLnse previously cncorrnterd anc su-itabie fcr suprnrt of
ti:.e reconmarcleu 5000 psf bearing presslrre. -\i1 t66=. n'.rteria-l- sltoufc be
rsnrvecl prior to @ncrete placeriel:t. Other re-ccinenCe.tions presenteo in
thc origil.rl report rn{rich are app!-icable slpu-LC also be obser,.eC.
If )ou lnrre any gr.restions or if r'r= ca:r be of ftrtlrer son'ice.
--1 ^^^^ ^^-t lPJ_\::d5L- i-(f,I.t-.
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srsc RO. rsr . GLf Nli Ocr-- rr'$,n"*. a-]a".*.aoo ,ra*r,
Coliiln,;;I :'ESTi\G :ESi-LT5.
Job lio. : 22,802
Job Location: Si.mba R:n, Vail
Ili!e Casi: IO/2L/8I
SanpJ.ed B;-: HP€ (Keith) C..-i^f:cctor:
Lacetion: crade Beam c-19.5 to D-17.5 / Footer 9-Line & c-Line fr.crn 9 to 11.5
llix Da ta:
Concrele Supplier: Mt. Iqobile lt4ix S,:r:: - i ur's ii cket Sc. ; 32610
ii::r C:,st: L:30..- Satch Ou: Tine:
.:
i ?iilsrc-ql. FF.oiiiTiE:::
pc:
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Air Ccn te::t
llia=eter
Ail Tespera lure
Slu::m 4 3/*n.Density pci
n-_ r!a l|J i.lit F.acaAr-.. EdtFrr.I 55i Ati ai t-Jil tiLiAaSt
Cc:rsulllng Englneers
Q^lc +=i F-\r !nr4*ii.:ri F-al:r+a.r!+a
50$0 iio. lst . GLEN rIOOD SPffiNGS, COLOnAeO 0!60l
Ci'\CRSi I "iESl'.i);G LESi.:tTS
Jo'o fo. z 22,802
J ct Lccat i s.'1 1 Sjntba Run
SaroJ-eJ .0i-: ContraJtor
Locatio;i: East Buildilq Pads,
D6te Cast: 1.I/6/81
Ccntraccori
A Line IO,l2 - E Line 10,11,12,13,14 - F Lirte 16,17,18,19
ra.!-- l\^Fn.. -r.t :rc .- 6 .
Conc:ete Su:piler: llt.
!-r-L a\..- _:_.i--.
PiiiSICAL ?RO?EIT IIS :
rr-.! - l.'^ .4 -L-!rll |- nc-!Fi.s
tseiELrgcncrete lernPerat'.rre
33171
33173licke; \..: 33169
33154
33166
Truck )ic. : 193lbbile ltix Su;-1-ie:'s
i i;:e Cas -. :
rn,
naf{;rof
t,r--{i r Ccr ten t
DiaG€ t er
.4ir Tenperatuie
Sh.cp
Tlar c { r'tr
3 3/4
r::"
lFrr,r,,
associates, itic.
llouerrber 18' 1981
$rbject: ffiffiffil$.#"",
Ctcrrdoriniuls, East hdldiJtq,
Vail' calorado
Job No. Z2,BO2
L & $ kofessioral Aonsultants' Inc'
P-O. bx 726
^ rr'r EC'iv<lIJ, \.L,,, oruJ ,
Attn: Mr' RaY story
Gentleren:
!'s requested, r'e observed the Fjast E:i1d'ing forndatj'on excal,raLion
alcng ,r i,ij1e frcm fi-r,i-"" to 19 Li'ne and perfomied co'r-oacticn testing
beneath for.incatron i".=i-"r""g g Line frcs:i I0 Line to.14 LjIe at tle
subject site betr.nd-u""*.u.r-z urd e , tgar. I^*: previousry condrrted a
soil- a.r:d for:rdation investigaLion for the subjecJdevelogrent reported
;a;;; -rob Ib. 20,365 dated august 1l' l9B0'
At the ti.rire of cu-r site visits, tlre colun'r pad excawations betr'reen
16 and 19 Lines .:-ong r Li:re lrad been mnpleted ' a'posi:rg -the natural
coarse granula.r =,*iii". Cut depths o*tl ott the oider of I foot belont
the existilE ailjacent gror'nd sr:rface' The soils exlnsr:d at forrrdalion
level consisted of dense, silty to "rayey sar:dy grJvel with cebbles ard
cccasic:ral bouliers.
A to-"al of 14 density ard noisture tests \'Ere perfcrned on ttre
ccr-n:acte<l fill praJb.fi fou-rclation J-elel along n r'ine beuteen l-0
ard l-4 Li'es. lnu,*ir*^ filt deptn ,^.r ubttt 4 feei. itesults presented
onttreattacheddailyreportsirralcatecorpacuiontott€desiqnatedl00?
ndrfmm.
Therrattrrafsr.rlcsoilsatbearinglevelobserrredw-itlr.int}teascar,ation
alecosistentr^,rtht}losepreviolrslyencrrr:rrtered.Tttesesoilsarrdthe
strucbural filf testel *'oir'a * noittnf. to. "nppon 9f U* reccnnended
5000 psf bearilq pi*""*"' Any loose ntttt;-uf siit'fa b: rerored prior
tot|'trours^llil
EXClrtEnl!lg
5o8O RD. 154 r GLEilil(X)D SPR|IIGS,COL0RADO. 81801 r 303l9tt$7'068
C'liilllAcrl CPRItJCS, COLORAOO I CA:FER' $/YOrvlr G : SALT LAr'I t:l I Y' ul Att
SAD/cb
cc: EiJler & scatt
JltA
tEsel-Eelps Co:st-ruc{io Co'
Hz. BY! S.L.F.
;rJi,1'r ilrl,Ll
(;l ctnwCJod
l s.l
Springs,8160r
o.tcO
Ca.
io
tllz
-ic+it r
To
Ge:eral Fi.!l
CaattscEor''8
l:a"e East building fouxrdation ,App. loral lardage th16 SbifE
Equlpent
?::rteru Contractor excavating existing trashy fill. encountered in the vicinity
or- E r,ine rrorn iti-i+ anci r Liire from ro- i9.rxcavallons Ior co l'lIlm and rg'Jl]-ng Paos along b
L:rc i::cn I i., 9 L:-;:c, atong i: anJ C l:ne.s fl'on I tc S Linc ar:j el;;:; thc sc'.ltl-. flctjrg li::c
of the parking structuie e.xtentiing ah,out 60 feet west of thc souiheast corner were cornpleced.
'Irrc nlt'-.:a I so:1s expcsr'd 3'-t'ounCation level consi.sted of dense silty :o clal'cy s:nii e- gratel
ir ir]t _ c_9ltjl lei"_+nd qc qa :f-gga I bott1 ders €-.PiS\.lLq::1):cncountered and suitabl.e for supPort of tire
re_c(rr..::,i j.. (l.c i^_S t)lq! Jri r-caring piqlsurc.
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5050 Road
Glenwood Springs,
CC!{CRETE TESTING
Colorado 81601
RESULTS
Date ofJob
Job
ilo.22,802
Locat ion: Sinba Run
Repor.t: lO/12/8L
Date:9/15/8L
T ru: k lio. :I i -:- :
Renarks
q 5-'1 r ,..{ L-r, .
!---.:,-,
i'ix is ta
:j,',3i:..1:
C0i1Pl!S5 i YE STnifiGTrlS :
Cv ! i nCer llo.
Cont ractor
Footings, Pi lastcrs,
I\lix
'a-
B/5 to B/10
A,i 5 to A/10
Specif ied strength: j!9q ps i at
To: Hensel-Phelps Construction
CC: Briner 6 Scott, Architects
JVA
L G Il Professional Consultants
;i i ;ont.:.t
A-oe, Days Strength, ps i
4070
days
CHEN AI{D ASSOCIATES, INC.
Hans Froeschle
28
28
5050 Road 154
0lenwood Springs, Colorado Bl60l
Job Ho. 22,802
Job Locarion: Sinba
CONCITETE TESTING RESULTS
Date of Report
c --^ | ^, \,,..rq"y' | s! r. I ,
: -- -. : -^ .
Cont ractor
5000
Date :e/r7 /81
Truck ,'lc. :
LO/Ls/8L
S i u;:r; 3i
Rrm
'''.
i{
.:t
Hix Data:
SupFli::-'
PHY S I C,:,1
COHPRESS I .'E STiEi:]TI-.S:
9:1_;"c.f tlg_,
5
6
SpecifieC Strength:
:ci Ai r Content
psi at
Aie, . Days Strength, psi
4420
4670
28
28
days
cttElt AXD ASSoCIATES, lllc.
: l;tr\i:L 'ri.J.
:n!]iL_,t l:5:
.rii "'eight:.rr,- 1t-al.ltir!.
Rcrarks
28
- Hensel-Phelps Construction
::: Briner & Scott, Architects
J\I'A
L & I't Professional Consultants
Hans Froeschle
o
iiri,
Job No. ''22,802
Job Location: Simba Run
Glenwood Springs, Colorado 81601
CO|'ICRETE TEST ING RESULTS
0ate of Report : 1O/16/8t
l
:]
I
I
i
i
l
Sanpled bv:
Locaiicri:
Cont ract or
3 Line 11.5 to 1 3. 5 Foundat ion ll'a1 I
Dare : 70/9/81
Tru:k lio. : L06
S I u:t;
I
:.il
I
!
:
,!ix Da ta
<.r nrI ic r
-n! 5l L. !-
C0iIFRESS lVt STR,tliGTilr :
Cvl i nder l{c.
Specified Strength:4000
.ii r Con ter !
ii-':: 10:15
+1-- t
2S
Age, Days
7
Strength, is i
2480
Rena rks
To: Hensel-Phelps Construction
CC: Briner € Scott, Architects. JVA
L & M Professional Consultants
d6ys
CHEH AND ASSOCIATES, I}IC.
psi at ?8
Hans Froeschle
5050 Road 154
Sprfngs, Colofado 81601
:!t
:i
.l
rFqrrrtc RFsrn rq lI
Date of Report : 10/1618l
, Sampled by: Contractor Date : l0/9/8I
I, Location: 1.5 ro 5 Line, C.5 to G Line, Foundation Wall
",,'' . C0NCRETE,*;$t . ',. ;E4r. .; : .t'i.iil::-,
L,r ':1.. ',,, .-.+ . :.: ..; ,,i.'1 +I, E: i :
22',802 'i :.. ' -"r.
I
;l
,l-l
.l
I
ll i x Data: Mtn. l.'lobi le
Sr-jpp! ier's Ticket l'lo: 32195
rnI>rLfr- r-rurinr ! i):
tr-:! t,^ -L--Uril L Hgr\Jil!.' Te:lcerature:
C0HPRt55 | Vi STrrEriGTHS :
Cvl i nder No.
zt
Air Content i Slu-p 4 3/4 in.
A_oe , Days S t ren-o th, ps i
2390
days
CHEH A}ID ASSOCIATES. IHC.
l'lix
T ruck l{o 99 Ti:-e: 11l.20
^^f
r
Rena rks
Speci fied Strength: , 4000 ps i at
To: Hensel-Phelps Constnrction
CC: Bri-ner G Scott, Architects
JvA
L & M Professional Consultants
28
Hans Froeschle
,ry_
-.+. - -- - ir - -q.itEH aitF r+$5*CIATES
-.r^F-,rr.; - _ qF nt-a ^-.v..,...,vjr '. i,.r.L.r.r\.! I r
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jiij3t .:|. lii , i,Li\i,. c f c. :.Fi i:,j5 s. cc,_,.1nir.c i t6it
Ctr-r-('RE'., i. -f Sl lNi: Rl,Slil --<
.lp$ lio, : 22,802
irh l-L-'cat i o:r: Sinba M
*e:i1p l1-'i li-.'; HPOC (Keith) 'c:"'ir.a'ti::-:
lris'.i..r-: E Buildjng, "20" Line D to H, H Line 20 to 17
Cy r:noer
)io .Tes !ed
j",ae lee:e:
Da'.'s
Cos.;res s iv e
Srrengrh (psi)
)q 10-19 l56U
?o tl-9 28 5450
Raarls:
$pectJted srrength: :4-009.-, . . psl {tt
-3-.-
a"y.
-O9; IlenseL-Ptrelpg
Bnirer & scdt, Architea"Es
JvA
L & M professic,nal Oonsul.tants CHEII AND ASSOCIATES' INC.
J* ..*- - t --ti!Ei\i At*ir: .^rpFGCiATe$
,*^-.,,:ci-^ €-^la^,-r--!t'a.!.i., .rr.r!t I ir. .rr( --a-e
* nii t.rrtl ;'1.r1 i1q;1;qq;11sr !.r;1;91..-1 l;i11
JoL. lro. l 221802
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u ^-l ,rr^ '
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l.rr.t' i.-st : IO/28/8I
,40.9q _ - Pol ar __JB_ davc
:s$tr ,,,Htse1-Phelps': : Firer & sco'!t' Arcttitects," ' JlrAt & ti! I'rofessicnal consultants cuEN AND ASSOCIATES, INC-
{oe.rr!\r rlrFa A t .- ,^= ,* . 1 \' s ii'ir5:5 f€ fl i!€ -iI i'Y;r:: -e= t t i+ t ii J
F,-a.nr,lat;r,,.. Er-,^'xr,.. *rr, tr a !.J c ! r. r . rla -irFrr:!!-: i
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C,:::.p ::c ss i,ve
ga-"nggir (psi)
4I 11-5 3040
ia 11-?7 2A
28 daye
CEEH AND ASSOCIATES, INC.
{**ru AN$ /&ssecfAisg
Censutiing SnEl-:ecru
";.*rii Enr' Fe*ne*ti+,1 Engii:ee;:ig
f..=!i; ;iD. 154 ' CLt]tiwOOC SPUriics. CCLL-\RAf' j Blati
i'.''1-,1\ i i; . FSl l ]1,.1 iLSliL;S
,'r'L' )i.'' | 22,802
j.-.b i....,ri-,':r: Simba Run
11 /'7 /a'l1j3!e (.._SL 2 L-L/ J/ vL
rield Erqin. HPCC
Pads B, Line 1-2-3-4-5-6-7-8
i:!)ili::.i i .l: : :
Pad A, Line 4-6-8
lbbile rvdx .-'.:aa; ia: s '. .i i:-::
1:15
3307r
33073
3-.
104
t--.1,4 I CillPtt r a:Fur s
Age iesti"i'i i:: ce:Co::: rc:s i ",'c.
Stre::Btl ipsli
4000
eirEr & Scott, Ardritects
cHElt agD ASSOf,TATES, r!lc.
L..!o
Job llo. 22,802
Job Location: Simba Run
Sanpled by: Contractor
Location:
Mix Data:
Supplier's T icket ,'ic:
COHPRESS IVE STRENGTHS r
Cyl inder No.
L7
18
19
20
CHEN AND ASSOCIATES
Consul tin-o Eng i neers
Soil and Foundation Engineering
5090 Road 154
Glenwood Springs, Colorado 8l5Cl
CONCRETE TESTING RESULTS
Date of Report : LO/glgL
Age, Days Stren-qth, psi Rer'tarls
28 309028 350098 508028 3630
Date: g/tL/Bl
Truck Nc.: Time:
PHYSICAL FROP:RTIi5:
' Unit Weigh:' plf Air Conteni i Slunp i;r.
Te.roe ra tu ra: "F
Specified Strength: 3000 psi at. 28 days
To: Hensel-Phelps
CC: Briner & Scott
JVA
LGM Professional Consultants
cHElr ANo ASSoCIATES, tltc.
I
Hans Froesch 1e
r1
CHEN AND ASSOCIATEs
Consul t ing Eng ineers
Soi I and Foundation €ngineering
5030 Road 154
Glenwood Springs, Colorado 8150t
CONCRETE TESTING RESULTS
Job No. 22'802 Date of Report t lo/7/sl
Job Location: Sinba Run
Hix Data:
Suppl iert s Ticket t'to: Truck llo- : Tine:
PHYSICAL PRCPERTIES:
' UnitWeight' p9f AirContent r Slu:p ir:'
Tempe rat u re t oF
Sampled by: Contractor
Location:
COHPRESS IVE STRENGTHS :
Cvl inder No.
Date : 9/9/8I
Age, Days Stren-qth, Ps i Renarks
28 389028 4L40
38 398028 3680
13
14
I5
16
Specified Strength:-8000- psi at lf- days
To: Hensel-Phelps
CC: Briner & Scott
JVA
L&M Professional Consult.ants
cHEil AilD ASSoCIATES, lt{C.
fl:rn c Fr.na < nh l a
CHEN AND ASSOCIATES
Consul ting Eng i nee rs
Soil and Foundation Engineering
5080 Road 154
Glenr,rood Springs, Colorado 81601
CONCRETE TESTING RESULTS
Job No. 22,802 Date of Report \o/l/Bl
Job Location: Sinba Run
Sampled by: Contractor Date 9124191
Location:
Hix Data: l,ttn. Mobile Mix
, Supplierts Ticket iio: Truck t{o.: Ti;re:
,UVS ICAL PROPERT IE5:
' Unit tr'eight' p:f Air Content ;3 Slu::':r 3i i;r.
Te:':i:pe ra tu re :
CCHPRESS IVE STF,E!.ISTHS :
Cvl incier tio. A-oe, Darls il-t""sth, ps i- Rer,arks
11 7 2690
j
Specified Strength: 3000 psi at L days
To: Hensel.-Phelps
CC: Briner € Scott
JVA
LGM Professional Consultants
cHEil AND ASSoCIATES, lilC.
Hans Froeschl e
CHEII AND ASSOCIATES
Consulting Eng ineers
Soil and Foundat ion Engineering
5030 Road 154
6lenwood Springs, Colorado 8t601
Job No. 22,802
Job Location: Simba Run
Sampled by: Contractor
Location:
CONCRETE TESTING RESULTS
Date of Report t9/30/87
Date :g/z'/Bt
Truck No. : T ine:
pcf Ai r Content Z S lu;o 5i in.o-f
Hix
h-[. suP
t;
PHY
l'lobi1e l,lixDa ta : Iutn.
pl ier's Ticket iio
S ICAL PROPiRT IES:
' Unit l,Jeight:
Tempe ra t u re :
COI{PRESS IVE STREIJGTHS :
Cvl inder llo. Aqe. Davs Strength, os i Renat-ks&--
--
7 7 27408 7 2s5ot
Speclfied Strength: 3000 psi at 28 days
To: Hensel-Phelps
CC: Briner E Scott
JVA
L&Nl Professional Consultant s
CHEH A}ID ASSOCIATES, INC.
Hans Froesch I e
CHEN AND AS,,.
Conrultingq.
Soil and Founda.ll
5080
Glenwood Sprlngs,'
IATT S
ngineers
Engineering
l5ll
O
lorado 81601
Job No. 22,802
Job Location: 51mDa Run
CONCRETE
pcf
oF
RTSULTS
Date
cn tei. t
TEST
of Report . tO/8/8t
Date : LOltlBL
Truck tlo. ;
SarapleC by:
Locetion:
Contractor
Hix Je ia:
Suppl ierts Ticket I'lo:
PiIYSICAL PROPERTIES:
' Unit t"leigh.t:
Tenpe ra tu re :
COHPRESS IVE STREI{GTHS :
Cyl inder Not
Tine:
Slunp
@
22
Specif ied Strength:_4qpg_- Psi
To: Hensel-Phelps
CC: Briner 6 Scott
JVA
L&M Professional Consultants
28clt
--:)Lr cnqL . u> |
-+
2440
days
cll€H AxD ASSoCIATES, lilC.
i
, r Hans Froeschle
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TRANSMI'TEO FOR
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TRANSMITTAL NO.
NEW SUBM ITTAL
RESUBM ITTAL
PREV, TRANS. NO.
7 ro''7
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RECORDS
FOLLOW UP
I PLEASE ACKNOWLEDCE RECEIPT BY SICNING THE DUPLICATE OF THIS TRANSMITTAL A5 INDICATEO AND RETURN TO US FOR OUR RECORDS.
ORICINATOR
NO. COPI€S DRAWINC NO,tA
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REMARKST _
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THE FABRICATOR HAS REQUESTED TIIAI COPIES BE RETURNED. PLEASE RETURN DRAWINCS (VIA OUR OFF]CE)
(DIRECTJ TO
Note to fabricatofsl'manufaclurcr's rcpresentativcs: Approval of the materiat transmitted hereby, whefher by the Contractor,Authorizecl Agenl, shall under no circurrsiances altei-the requirements of the originat a-*inei, "p.,ilii.tii'ns, Contraci oo[::f
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4eu.n laqcoptes and add.e\r . . .epl
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roN co.
re ative To this
trtrsmittal letter
JOHNSON-VO I LAND-ARCHULETA, INC.
Con!u lling Engin€ers
23O5 Csnyon Boulov..d
Boulder, Colorado 8O302
303144+1951
6385 We6r 52nd Av€nue
Arvada, Colorado 8OO02
303 / 4292055
Proi€cr
D Shop Drawingr E Tracings
THESE AR E TRANSMITTED as chscked belorr
I For your use
E As requ.sted
n For reviry and commenl
Rovi.wad and arceptions noted
Resubmil
E
D
n
Signed Copies to
tra*mittal letter
JOHNSON.VO I LAND.ARCHULETA. I NC.
Conru lting Enginaart
2305 C.nyon Eouln.rd
8ould.r, Colorsdo 8O3O2
3o3/44rt- | 951
6385 W.!t 52nd Av€^ur
Arvrd., Colortdo 8OOO2
303/42G2055
Datr
Proi.c-r
Copicr
E Prinrs
THESE ARE TRANS|TITTED rr chlckcd b.lolv
fl For your u*
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f] For rnirv rrd oonrmcnt
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( t APIJROVED P I't!\"7 TRAN: \O
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2( to^ YouR f{tcoRDs
I I PLEASI ACI(NO\,VLEDLL RECE rT BY S aNINC T:lE DUFL CATE aF rHlS TRANSN4 iTAt AS ND CATED AND AElilii.f.l TO US FOR CUR RECORT];
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RE .,]ARK5:
IL 'ABq 'A
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LvhPrh, r L! the C?nrr Owncr or the Owne. sI cr- on!, C n'.ls,;,bconira.t D..J
.o:rsi i!1.1 :ccep-
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7 /'\tLt,
August 28, L98L
Sr:leject: Observation and Testirg
of Site Grading, Simba Rm
@ndsnjrr-iu'ns, Vail, Colorado
SOIL & FOUNDATION
ENGINECRIf{G
ffiH
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cheri hhil i-rssociates. i
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nc.
CONSULTING ENGINEERS
':'.ri 'l
s08o FEfln{;6rr $3lEfftfopD SPJTIIJGS.COLoRADO 81601 c 303l9a.5-745a
liiirSij l_ :'ii ;._l:'i,l
CCitSTf'liji; t li;:j ()').
L & M Professional Consultants, Inc.
P.O. Box 726
Vail, OO 81657
Attn: Mr. Ray Story
Job No. 22,802
C'entlsren:
As ::equested, # ittititted, observation and testing at tJ.e subject
site on AugiLrst 20, 1981. lde previously conducted a soil and for:lCation
irrvestigation for the subject deraelogrient reporied r:rvler Job }ilo. 20.635
dated August 11, 1980.
At tfre Line of our ixitial site visit. excavation for the north-
eastern porLion of the Ea*.t Buildjlg was in progress. A siqnificant
depth of existing fill was encountered wj-thjx the southeastern;nrllons
of tlris building. At tllat tjne, it was reccnnended tiat ttt-is naterial
be ccnpletely renoved and any underlying lcx^r density silts as '"e11 be
renrcved below for:ndations and the footi-ngs placed on tJ.e natural c@rse
granular subsoils or on ccrpacted struebura1 fill. A sanqrle of road
base naterial frcrn the B & B Pit rqas obtained to determine suitability
for use as stsuctural fill belor,u foundaeions. The laborat rT tesling
results are attached (see Figure I).
Ox August 20, we agail visited the subject site to obtaj-n sanples
of on-site soils to deternLine their suitability for use as strueturaL
fill. At tlat tjrre, it was apparent that the depth of nonload bearing
natural subsoils exterrded to considerable depth belcr,r proposed for:ndation
bearing level. It lvas then decided by the oontractor to excavate a
total of 17 test pits at various grid tocations to deterrnine the
elevation of the bearing swface, ltrese pits rnere observed on August
OFFICESi OENVER. COLOBADO / COLOFAOO SPRINGS, COLORAOO / CASPER,IirYOMINC / SALT LAKE CI?V. UTAX
. ',"1
o
ConsulL & M Professional
August 28, l98l
Paqe 2
tants, Inc.
22. On B and C Lines betr^een Lines 12 and 18, grranular bearilg soils
$rere not encor.ntered to tie naxjnun pit depth' 12 feet- From tlee
excawation s6ni1 it appeared tiat tlre bearing nraterial was w"itlr-in close
reach.
Due to the ccnplexity of the subsoil profiles, a site neeting was
held on August 24, to discr:ss the possible alternatives to ccnplete
excavation of the rpnload bearing soils berreath the build-ilg area.
Re}aLirrcly undisturbed sarples of tJ:e fin*grained natr:ral soils and in-
place aensity and noisture tests vere taken. Results of a consolidation
test perforned on a sanqrle of the sj-lt is presented on Figrure 2- In-
place test results ranged frcrn 88.2 pcf to 100.2 pcf densiQ'and 17-88
to 21.68 noisture. These tests were talcen jr the wici:rity of Grid C-12-
!^Ie rnderstand the structure has been designed to irpose a naximnn
bearing pressure of 5000 psf as recrcrnrended in our original eng5neering
reporE. TLris pressure is for bearing on natural coarse grranular sr:bsoils
and,/or on conpacted structr:ral fi1l. As ildi-cated bry the consolidatic'n
tests results, Figure 2, and prevj-ous testfug crn sirnilar soils on the
site, we do not recomnend that foundations or structr:ra} fill for support
of foundations be p1ac81 on this rnaterial. The follorilg design and
crcnstrr,rction details are reccnrrended to develop su*itable bearing conditlons:
(1) Wittfn the southern wal]- ljle of East Brrildilg, the foundation
systern should be designed as a pad and grade beam with the grade
beam designed to totally span. ltre pa.ds or adjacent wa1l fcolirrgs
should be extended do^/n to bear crnpletely on the urrderlying coarse
granular subsoils.
(2) eff 6ther interior colr-l.m pads should be e<Eended dovm to bear on
the coarse granular subsoils.
(3) Existing fill and organic topsoils should be @npletely renoved
frcm berreath ttre building area. Fi11 placed above the fourdation
.bearhg level and beneath the buildjlg area can cq'rsist of the on-
site soifs, other than organic topsoil and trastr fill' ccnpacted to
at l-east 953 standard Proctor density at a noistr:re content near
opLimwn. Misc'ellaneous fill placed outside of the buildirtg can
consist of sjrnilar naterial colpacted to at leasl 90? of st-andard
Prostor densitY.
(4) A1] fill placed beneath foundalion nenbers stpufd csrsist of the on-
site coarse granular soils or sultable granular !ryort nraterial
ccnpacted to at least 1008 of standard Proctor density at a noisture
crontent near opgjrnnn. Ttre fill should s.t<tend a minimm lateral
distance belond the edge of the footing egr:a1 to a distance at least
I V2 tines the fi.l-l depth belor,v the footilg grade. The road base
naterial as tested can be ulilized as strLrctural fill.
lie appreciate tle c-;port'.urity to prorrj-de you r"-ith a'.riiijorral infor-
nation and l:elp reflfh/e this nost d.iffi
r^ritn rield observaJn and testins "" "$ln#atrf":Tt=:HHtthe @ntractor. If 1cu have any qr:estions, please do not hesitat€ t.o
call.
Very tmly leurs,
GTEbI A}.,]D ASS€IATES, I}JC.
Steven L.
sr.,P/dc
cc: Briler Scptt, Arch-itects
Attn: Tim Kellam
J.V.A., Inc.
Attn: Dave Houdeshell
lJon eol Dhal nq
Attrr: Charles Gnkov-ich
#.I-tfm
ffiT
:i.,; -'..'.
I
Cx
o
EN exo AssoctATEt
Comultirxg &4inoon
Soll ad Foundottm Englnodng
a
IaF
II
F:
I
I
8t
III
a
aa
a1t
to
-
oLlY tt\rlta| to ltL? rF-tlrlrrgl
orlvrl 40
LIC'UIO LIr.IT
coMtacttox
.AMFLf (,7
FeoM B f,
GRADATTON TEST RESULTS
,1, JAxo SO % 3tLT AND cLAv
% ?LAsrtctrY lxDtx
'lrTUf|E - PEiCExT OF {)ttY \'1€tGHT
10 15
OODDL'I
%l0
6/o
150
140
F
: r :n
C
a
o r r r'rJ I -\,;
-I
o i Io
C
.l
100
COMPACTION TEST RESULTS
Tr rr Fioc:otrrE ASI'II l)-698 l'lcthod "C"
3/4 inch roa.l ha sc
B Pit o.'rH cA-3
iA |i; r'i--r:-- '-
DrtrcYal ot tltftdLt ti rrLLir]!rtll
taol lTuflE
rOttlUlt - OIY 0(r.ltlr CUiVfS
d)l Rn?
I I
lren and associates, itt*f
I
tr
U)(n
C)
Moisture Content = 19.0 percent
Dry Unir Vi;ight = 89 . 0 Pct
Sample of: sandy clay silt
From:
East wal1 of east building
1
'.e--2 Additi na1 UIJi,'L 35 5.n
und
due
er
to
on5 t
wet t in{
Y ll
)
\
\\
1.0 10
APPLIEO PRESSURE _ Ksf
SWELL-CONSOLI DATI ON TEST RFSULTS#22,80?, Fig
100
l, fi ltl Professional
P.O. Sox 726
Vail, Co. 81657
Attn : ilr. Riry Story
Consu I t ants claem arld associates, it'lc.
OONSUL I IN T.NGINEERS
JoB No 22
' 802 DATC 8/ 25/ 8r
DA'LY REPoRT
"o. -l-sreer
1 or f i
SUBJECT FILL OBSERVATION A TESTING \
Simba Run
trj:t 3 toui€lllofl
Ir6lfillllrg
):() ll:S1 S TAK-E.\
$llT:;;3
Q'*rr,Il$
I I In orrr rrprnron, lrll gcnefatly neets specllicationf as indac8tod 0y
Ir5l 'ro (5)
ti r tl '" ., 1,(,et ,: saila, ai cv,r,rj ur ,l:
rl.t i' : ,tt\t,Pt',1 :.r'r,t,dCt,Cr, urrl!l
,,a f .r|J! pds. -: lh,Cir eS: a,r 1,ll
, r,.,t ,,- ?t aa,) t,,t) t,.tt,rt _t e
Ir,trt,...1'.'.,\r,.,:,,t,,.,ri,,,r\.,(.)rlrl!'.l ,r d rfrt,rll (r( (/ rr !rfrr'jr r,rlrr)tr,rt l,l1 I?I,L-rjItttIII V,/ti l\a!1. tr:t.r'rJ
',,rlrt't.!,.t. n..tgrllf t)ittettC.)tttt,i:t.1)t:,1 !.<)rii).tt-l. .. rll ,rl.r.iil rrlur:l|'le l(, llriIl1
1 ) " t., rl".':t.t:t ! ",1 tstttlttnJt)ir '!lt')t\t It'lt,.ri'' tt.;t l'' ,l Il)C lrll ()riit .',
' .-: ,',,.,(r,,l'- ,r f.ri.e ().r t,t.',et.r.! t !'r(1qllLr.:lrt ltl\l ,:.r1.r 'r({: I\(rl tlr{J SiJl(1 1..!, ' l(,1
^.,IIr rr, |,j ' r:(ilS .-l,ttL.l,t dIn)it.,cc: llenscl Phelps llrincr G Scott
Johnson Voi I ar.d Archuleta
ll lr, r)rrr oo,r\rorl. trll dous not niool specilicElion3 63 indic8ted by
r(.!l n0 lsi .. ..
iI I li t|'-tri, rrUrlts spcCtltcitllons
fl CJr'lril( ldr dd vrscd
End should be rgmovod Or rewort6
t I f\rll t|| o observalron O Pan limo obsorvalron' s:rmnles obtained for moisture-densit|r(r( i E sS nEPoRT """'r' -
. .1 at,io11sh i pjgterrd n at i on - rh e re qr
llrad Po st Frank Quinn Bv-:--S.,-0.,-
APPROVEO 8YO HS trBVEu
TO L & M Professional Consultants
P.O. Box 726- . -
Vail, Co. 81657
.qttni- t"tr. dCy Stoii
rt !jr
f-
I
I
r J r. lino ar L
i Z C Line, 10'E of 6 Line
' 3 CLineat6
4lcLineat6
Iq i a lina af ?
i 10'N of C Line at 4
f !ge and 4Lrmber Ol eatlh movrng r/.[tS
l loe and ^umoer ol ccrf,pactron unrtS
lhrck ness ol ,'ll
CONSULI ING GEOTECHNICAL ENGINEERS
otPl()tl
tt tvAl
3rBc
Gradr
It
2t Be
Grad
tl
._ l'.
It
chen and associates, inc.
In Our Ol) rnrOn.
JOSNO 22'902 OATE 8/26/81
oArLY REPoRT tto. 2 sxEer 1 or ' 1 -
SUSJECT FtLL OBSERVATION T TESTINC
Simba Run
Under slah at C linpg|ltrto(nirnsr
tiStrlllllS
i 10'N of C Line at 4
spEcrFrcA'rrorJ coMpACTrofJ E r,,rATERtAL 95% standard Proctor dcnsity
980 Rt.. Loader,
Wheel Rolling,
hll gonerally meots spocilicalions 83 indicatod by
t)
7
Track Loader
980 Loader
l{'sl oo {s)
ln orrr otrnron, lill does not meel soecificalions as indicated by
and should bq refioveo or
N r -r1tre. Ot paSSeS
Method Ol add'n9 morsture _
l(!sl no (sl
p{ f rtl lr,5trd mesls speolrcalrons
tl Contraclor advrsed
f l t Ull lrma ob$ervalton d Part timo observation
|lr()(; nE ssl REPOFT
tf rf 5 rapOr! Ore'efil,, ttl)t..tO..t lctrmerT a". a re:1./ll Of 01/r uOsCtvittt!)tt trl l,ll [,ll(.r]rrlrtlt W/: h,lv{ rclrr'.,
1n .ie /,./otraCtLr t'j cr.r,lrri.lC Agfrl/Lng lr'Q reC.)nrm{rrr.Jcd COrn(,.r(-t'jri i:{lOtt illr(l rnc)rslrrfe lo llr{' lrll
frrrrrg 1,6"5 flr,e.t /JJt arb5er,er rs rrart ob5Orvrnq opcralrorrs T{.isl! dre Irt,!l1e o! th(: llll (rlll7 ,t5
i,ti,eied r)ecr,.!hry 1() CAI brale OU. ul),,etr{tt 3lrldgerTrent Tr,'Sl ditta a'e ^(ll llle SOle l).t5rs l(rI
.)!rri.r)nS i)n whelhfjf thg ttll meets SgeCllrLdltOr5
cc: Hensel Phelps Briner 6 Scott
Johnson Voiland Archuleta
tl
Alr(rN
IAAORA'OAY FIELO
IOIL IYPE
onY
OLNSIT Y
lgcl I
oMc
(o/o)
OFY
oEN9rlY
lpcll
MOtSTUFe
CONTENT
trr)
couPlclloll
l%l
low
1ow
11.3 13.9 r 15.9 13. 6 100+
Slightly gravel ly
tif t---A!-d--E nd - - -
|lIt.J 15.9 r 14.0 14.3 100+
11. 3
11 -_3_
II.J
13.9 r06.3 10. 6 96 It
13. 9 t06.0 10. 7 95
t?, q 09 -4_9.7 98 tl
11.3 13.9 t18.0 7.9 100+tl
11 .3 13. 9 r 13.9 9.5 100+
OBSERVER APPROVEO BY
chcn and associates, inc.
CONSIJTT ING GEOTECHNICAL ENGINEERS
JOB NO 602 OATE
oArLy REpoRr nro. -l-sxeET-l-oF J--ro L fi M Profession-al C-onsultants,-
P.0, .Box 7?6 -
VaiJ, Co. 8L657-
Attn ;-. Mr,--Ray- StorY ---
I OCATlrih
_- - +'=----- _*-
I
spEcrFrcATroN coMpAcrroN E MATEpTAL
-
9!?-standard Proctor dcns i ty
SUBJECT FILL OBSERVATION E TESTING
Sinba Run
o ir oor optnron, |tll genetally moL'ls spccitications as indicated Dy
tast no {sl
-r ln our cprnron, lill doos nol meel specificationg as indicated by
l{:s | ||O (S)
tq t rll lesled mcets specifrcatlons
8nd should bo removrd or reworke(
.Q C:on lraclor adY tsed
Ll F!rll lrm6 observallon dParl timo o bs€.v8lton
PI]OGNESS REFORT
!t5l
rtQ
r)lPrtl
otl
2rBclow
Grade
1|Bclol
Craclc
'.
, 8 tF C Line', 8tE of NW corner
I l' --- - - --* /
NW Cotncr
10 , i6tN of C Line at
-1
I
6 Linc
Type and nu'iber ol earlh mO ng ut)rls
Type aod a.Jmber ol compaclron unrl5
980 Rt. Loader
Wheel Rolling
r,{elhod ol sddrng rno,ttu,e -Water Truck
Tni.,r4porl?tescttsoptr\{)rslrtrmed?5d rrisullof or.r r c,bsa tvalott Ql lrll lrt,tt.utrtettl W8 l,,ivt'tulrt'(l
.)., lir,r ccnlraclDr t') cLnlrrrLre applyrng lhe tg.-or].mefi4ed cornpallrvr: cilurl at rd rllotsluf e lo lf rr] lrl]
/j.r'rr,g lfmes 'dne.t a.)ut eb,,et tet rS ri?l OUselvrng rperalrons Te5lS dle 'rl,ld.., ol lh(: llll {)l,lY.1>
r.r,flrrrJ?.J rfeCeSSa.r lo calrbrate Ou/ ..)l.t\!tr,ter's ltitgeret\l lest r,irla art't|t)l lft{,'SOle ba:'r5 lUl
llumber ol passes thrckness Ol lrll
trgntn)t1s un whrjtlrer lf)e l,ll rre..,,t5 5pe{-rl,cllrr)rrs
Hensel Phelps
Johnson Voiland Archul et a
6-8t'
Briner & Scott
Rrad Post
OBSERVEN
2t/Br
LAAOflAIORY FIELO
SOIL
'YFEORY
O€NSIT Y
(prll
0Hc
(%)
OAY
OTNSIIY
(PCll
MOISTUAE
coh rENl(rl
col, Pl clloN
l%l
1.1-1.1
it1.3
1? O I72.5 1L.i 100+
Slightly gravellysilt & sand
13.9 108.3 15. 0 97 tl
ttt.J I 3.9 118.3 10. 1 tl
Frank Qui nn Ry: S.D.
APPROVED BY
T (J l, __q Fr
P,0.
Vai l,
Pro fe s s.ional Con.sultants.
Box 776
Co. 81657 -.
r'"1r. Bay S_loly
chen and asso.ciates, inc.
CONSULIING GIOTTCI.IN ICAL ENGI NEERS
.1ggpg 22,802 D^rE 8/28/8 | .
DATLY REPORT NO. 4 SXeer 1 0r -
-
|
SUBJECT FILL OBSERVATION & TESTINO
rc r tcu;olnor
lxGltlltl{G
Lr :.2'E 2rN of sW corner
1) qtF qlN nf Sgl c!.corn eT
. 13 l1'E 2'N of SW corner
I
I' '---- __t
i
Simba Run
Itt or/r (rl )r'rron . lrll generally meots speclllcdlions 8r indicElad by
lFsl nO {s}
r r lrr (irll oprnron. lill doos not meet specilicBtiong 8s indicsted by
t c)(,t t t( )tl It!;t
II
NI
lJl,Pltl
I I fvAl tt )N
Slab
llot t orn
_
tl
i
I:_1
I
i
I
sc,r c iFlcAT tori cor.{PAcTtoN 6 fJIATERTAt , _ 95r: standar.d Proctor dcnsitY
Ir)51 no {S)and should bo remoYect or rettor k f L
1 /pe a^d nJmUe. :,1 earlh mov||rq
l lge a,\1 .t.rmb. f Ol CQmpactron
1'tumber ol pa s5es
Method ol add Ing morslure
1)rlrls D-B Dozcr
urrrrs 9Bo Itt ' t{hcc 1
lf,rckneSs c'{ rr lt
Water Truck
Lo ader
8- 12"
Briner fi Scott
d F rll lestcd nreels soscitrcail'on5
U c,r)nt/acl()r adv rsod
Ll F ull tlmo oDscrvalton q Pa rl trme observSlion
PROG FE SS REPORT
Thrs rppOrf Oreser,tl aglnt./ns ltnm.:4 d\ a r(rs(Jll ol o'lr ()Lttttv,ilr)tt,)l l,il l,i,l(-r'ttt0tl I W') ll,tv| ll,i1l 'l
',,, y p 1;6.|176131r1r t0 cOn lrnue aDplyrng f he reCOltrfnende4 (,()t\f)^.it',/t, ritl,rr! arld nlOlS lure lo th" lrll,
'. J t')t,.trrts &tt:( uot ob!erJcr rs rrol .JrJs{rrrtng t)Pcta\()tt\ Tr5l!,r,rj rr,rldl' ol lhe lrll rtttly,tr
it: t:t..tJ 1.|C'SSat / tO r;alrbrdle Ou. Ot)Serv{ifS lodg{rrncnt iesl d.tlit ar.,' rrOl lllC Sole b,l:,'5 !(rr
')r.\tt , s,).'r wrrlilf ',i lt.4 lrll aI eL,l5 5[)trcrl {-alr0ns
cc: Hensel Phelps
Johnson,Voi land Archuleta Frank Quinn By: S.D.
DnY I r'orsTunE
ot NsrrY I ccNTeNr
lpcrl
11r.5
Slightly gravelly
si lt and s anrl
Brad Post
APPROVED BY
CFEx exo AssocrATEs
C'orErltirqg Erqlnecrt
Soil crJ Foundotion Erryinoclrp
a
o
t
Ft
I
93
t
!I
a
I!I
gLaY tttlrrrcl l! arL? rF-r!rlt'c)
GRAOATTON TEST RESULTS
orAvt|. 4 1. sAxo 4E 1, 3lLY AHo CLAY
Llcuto Ltxtr % PLlsrlctrY txo€x Np
I.O|'TUI[ - FERCCHT OT OIY |V:'GHT
r! ?O
+8 To
7,
Fbj
(,
3
f3
ala
F
aaUo
ao
COiIPACTION TEST
col.tacttor. ?ttt Frctcrouru A STlit D-698
rar.p.-r oF Slightly gravelly silt and
RESULTS
Met hod "Ctr
sand
ullt O?(xr$l.ldo .F !.O.tO .atta-a atl Er ll alt lI
Ox r.a ttt _l-lts r'l -ll!a ^lDrrlatlt or r4tlrcLl rr IrLLf{fr!rl
IOrtt(rlf - Dat OflSt?Y CUaYaa
#22,9o2 ,.or, on_sitc DT '''X '
CLal l'LrlrEl ttt tllt tr*' }l^lr'01
orAvrL 36
Ltout0 LIM | 7
cut ar*o AssoctATtl
(huultirg Englnocn
SolI ord Fourdotion Englnocrlng
GRAOATION TEST RESULTS
% .aNo ZS % str-r ^xo CLAY
% tLlsrrc I TY tNoEx
FERCEHT OT DiY WE ICX T
?o
t
o
I
I
I
oI
a
ati
a
I
Tt
rlOll?Uif -
rt
rr To
T,
a:l
F
!uo
I!I
.iaJ rtO*
;at,o roo
Io
COt'lPACTlOil TEST
cor, tactrcF. t:t? trocEouiG ASTM D-6gg,
raxrL. or Silty sand & gravel
rrou On-site o. PTx
RESUT-T5
Method "D"
t J trt-rorro tt..re rao c.o.lo .at||_Ita 5n arlr .-l |rl
,lo r.rt -E-ta .!
otlra t t r ot l^l rr rrL L fgt r! tl
-r-e-
*.'.'. d' i, I . 3
ror3tunt - 0rr ot rtrrY GUTYE5
i22,802 CA-t
o
aa
r
I
t
I
It
a
i
TI
gtl? (tlrarEI lll ltL? t*' al|r,cl
oiav.L 58
Lloulo Ll ta I T
clx AND AssociATgs
C.onruttirp Erplnmn
Soll ond Foundotlqr EnginGorl?E
GRADATION TEST RESULT5
% oaNo 29 % stLr .rxo CLAY
t/" PL,\s Tlc t TY lxoEx
- t€rcf T o7 oiY wcl6Hr
cottl!l
%
%
iaoltY\rRC
I
6 Iro
a
da
oaJ I ro
;atlO roG
aa
COTVIPACTION TEST
cor.tactlo}{ ?3rr troclourc ASTI\' D-698
!i..st!.G o/ Si 1t;' sandy gravel
RESULTS
Method ttDtr
\' \' '5' J lCr,c rrll l{^Dr*aaar{ |o5 rtl arr rll v I ltllO^rO llrl.,@ .rO to.!() .a
Dr lll r lr
!r ' 'f .ntr .tl
tt rr lrllllErtrt
128.8
9.0
Ior3rur: - otY oIt3r1t culvls
#22,8AZ TroM Import octrH cl-t
$\
-\ F\\
N
s
s
F
d
rJ
s
\b
$s
|ln
cqt$'$
*lt
s
IH
Sulgil $
Io
RP.Ft
8s'-s
F
{
$
\
Jil
F$-€t\tll
. t-
q
N
^Ht
N
k
R
$'
F
\\*e
Rp
E
$$
N
NI
H
$
$
\i$
tr
E
$
*
fr|ii
AHE.,il
N
ll
N
H
$tt
hsi$'
$R
$
@
l$s
a\'
R
h\b
P
\
$
s
$fiF
*$$
ll
il
il
I
l_t\
t$'
(
I
\i.tr
2@
lltt I
$
ttJ
o
fr
6
$1
sI
*tt
$
t$
TK
N$
$
N$
I
ffi
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$lo,
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+
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FI E
3gR
iHx
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p
F
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tr
2.,t
(,;
,t
rhrI
80T OFCAL.
8POtfi
$t
$t
.c.ts\
$$
s
RsE
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E#Ei.r;;;i eEiH#;
c*HH
pt
--'-4
l
I
sq
1\{;s\
gtn
rt
\
brirer/scott
architects
|fis;'*rdo* d.'
r,/ail. co:oradc 9165f(303) 475.3038
1t*2ci
asz" sJ zqov.l
'l'c=
3're.
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.ry
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|Il
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11t--0_
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if
l,
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n
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FCIPoNicr= '. ?reto\ ey,14 ao 6voaFe=2@ rc. to-L { A1,fva
9q, aiev v{e,&
aECTlci\ ,d.4=cTlor
'ts'F,g7
a
C;= aT t ,-)L ' llr.ll''-e)'--(t I lLJr\ (J
o ,fo. :Hqs? -
cstc tnspJ r..o 4,/q,
t irC';1T ! 0N
LcAa I
+o3'
o*a*b&a1o
Je-*.tz--
fl
Jc.^^.+ 1o
.\./L t-,_itiii )U:L
j v'-
.r'-1-
Local Drainoge Ccnditicns or Water 1-O b o-tr'a'tu
:IEFER TO JOB I.IO.
) 1-'l.- .--.-C*.^ I,o-l :
srroct I tqoD&orr-L* t.- 'R .\ .).^-J, -, Lo dtus%
Count''
FOUI,ID.iT ION SO IL
E LOWER LEVIL:
i. l;i i r'".',c
I vgL, L ;
j. ti3is:ure
iiair l.:rn-in^ Sl rr,.':rrC,rsr:r,rvv'
_+,.L-^r-/_ \^ -!1_
SKETCH:e !-;4-Gp-u^-4-t-r4-<.-'4o+.rr5 ,raal s r-
6,f rc-aJ .! b-/ ,',t/A<-e,,rct:' € ?t .p/ /s
ilo ae'*''.! \'r-€ {s-}-e-r:
\h
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Vo
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s
DRIVE $_44
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,*,7/1f et
3.,*, *.", !q:e.o.a5r.,\€^tr,g t*o"ttS,*qg* -rGo
A*o' 6* r\o..--*,
TRANSMITTTD FOR
i ] APP ROVAL
1 ) F NA]. APPROVNL
() CORRTCT ON AND RFSUB'VII5S]ON
1 I APPROVED
I ) APPROVED
1{ ron vou a
A5 NOTE D
RECO R LTS
First C ass llrlc!!
Oiherwise Noied
TRANSIvI TTAL \'O.
NE\V SUBN'IITTAL
RESLBM]ITAL
PRFV TRAN5 NO,
I
FOLLOW UP
1 ] PLEASE ACKNOWL€DCE RFCI ITT BY SICNINC IHE DUPLICATI OF TH15 TRANSI,4ITTAL RETURN TO US FOR OUR RECORDS
cRlcrNArcRA&
.'L::.?ilH*-^-.-.. K^*[=.'K.]IL<,:r,e.\)DRAWINC NO
?v)hJ (LE\./t sLO s-r * -Z-
t tr-ocrfng(-
rrf,LsN\e A-<<_csg, fzo.>a$o
A5 ND CAIED AND
THE FAB:I,]CATOR HAS REQUE5TED IF]AT
{DIRECT] TO
COP ES EE RETUJTNED. PLFASE RETURN )RAWINCS OUR OiFICE'
er or ihe Owner's
Subc.nr r.rct DosrlI cor.,l lute accep-
zcd SBent..
I
.rRqcTroN co
.l;b O
:':ltc l:::l"cctcJ
S//.
{5o,: I IarS /r
or Harer l-e *ek
-
dr.ry-
l)9r\J=
a^^,Wrl"Zu ..{goa& /s'f lu-- iPE /4,r,rq'-
/5
Na.'g-+t" sca-[x.-Jl AL2/
a?
'"-T&.o .,vloLr-"*,7h / ol ",o
p{Hoo
| |
-
'*o"" S,"^GA @o
Firsi Class Unless
Otherwise Noted
Bo,.-crr.: .= O:=,lcr!,(€*rr
Arr*:: C**- U\-r.=.o*ttoo
Vt,-,O, Frac>b.aTAc>e:
".
f-r..rfaaOo ar6sz
TRAN5MITTEO FOR
I APPROVAL
I FINAL APPROVAL
() CORRECTION AND RESUBM ISS ION
TRANSM TTAL NO.
NEW SU BM ITTAL
RESUBM ITTAL
PREV. TRANS, NO.
4rov()
() APPROVED
( I APPROVED
,/ to* ror.
AS NOTED
RECORDS
FOLLOW UP
I PLEASE ACKNOWLEDCE RECEIPT 8Y SICNINC THE DUPLICATE OF THIS TRANSMITTAL AS INDICAIED AND RETURN TO U5 FOR OUR RECORDS.
ORI6INATOR
NO. COPTES DRAWINC NO,I e,t
REMARKS:
THE FABRICATOR HAs REQUESTED TIIAT-coptEs BE RETURNED. pLEAsE RETURN DRAwrNcs (vtA ouR oFFtcE)
i DIRECT) TO
Note to fabri.ators,,mantrfacturer's rcpresentativcs : Approval of the material transmrtted hereby, whether by thcAuthor zed Aeent, shall undcr no c rcumstances .aLtef thc requrrements of the originat ara*--##{ii.rt,ons, <menrs or purchase agrcement tof qual ty, quanfty, finrsh, dimensioh. design, confrgurat:on qf-"n"{at,.., "",
or the Owner's
tance bv lhe contractor of any method, material or eqlripment not ultimarety ii*rjiuule lof[rr" o*n!-i] tn"
Subcontracf Docu-
constilute accep
ABeni..
r^Hi a"*.-"- u/..--?SJ,l-- -'"'
:"il:? TJrf,:,il".' "",T1":
cTtoN co
lnquiries relal ive to this
i4..
'a vl
I
I
l.'
4
I - ---
:c
Y,!rW :.:TQq tl
\*,,7- -
1o\ tu ,ro
lbhJ o-?
T.3hl g+,
ll
j+
I
I
I
4 to
- --='- -3o,"-
brinel:/scott
ar6hi'tects
IYf+'V
-l(^,tiIttrli
I
.4
['It
-l
4l,o-1-O
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143 e nrcsdol dr.
t'a :. c::craCo 8165/(3c3) 475.30s8
-.2
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. .,nvel, \yl4\^ Y^'i'? (40??34'w?1'.l
\(
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e axz
Afttttorl4- Fa171
4Wlo\
?F. 1tuqtq-t.PPtTldqAv
{iln6t h-l
X' ro<Hai=€,
x9Ttl'r4 C4fztVEI glox
+JTt,aH 6 |F lacTex h 'r&-
/ttrpl-ttc/^{A,v ttoW
tlp
F5<nnN u 4a*I talot
ffito*l:;i,i:;/scott
aici!!tects
143 e rncadov/ dl:' v:il. cc:3redo 81657(so3) 470'3038
ti llp
Fb1JlT qF.6llb
tlll4ft+eN "A,," /ou
R7: seqt+" ,4 fo<.
/+- aa
e e{rg _
n 6lro
'i'lrlQfital ff,,YdRe. 4 %'-nd. A eoz
.@r'e*4t Naae-4|
lrl7B lEzflosa 4Fl< *wt. W,V,
l^!ffi Q-ft;l1er. IAaLV cLA<l?lcflta\
1{1 61b. lez (aueecPvz 1or)
Hensel Phelps
Gonstructi,on Go.Memo
Fo. acllor lo
a/tzft/
For Into io Your tc{lo n ar ,a ply la r.q! ltad on or batora
i
al EA€7 FrJ{qD 1OQ,flii:Q A U,.tei <+' 7 LUt*
Fh^c + Ttp- hrrt?AqtraD E1t.-fite, f)tr;V f.iro l-tF75,
artrz Fatawtuef ,R.r1-1r.lef>- : ,
l
,Ltbvti!,tQ R.8".-;r-lLT>^ , :
:
)ft1 EthttV= , f{sotuFh atr(. , AWpO<. LqAtiot)<(. l4J?tTW , W.lttsW (JttI- l\(YvO-<' LrzP tto
, llj;1 t ,, tt>.G ,. ,. , C-b : -)
,r-t.+.| t-t: Q, , t^t ,- -, ^,./: ll+:o',
,i- i i-l .zr' , t, lo.*e i ' e/Fno;&R^L4
- trc-b
ta|,2 .
IE Hensel Phebs
Construcrioir Go
o
Memo
o
F Hoto Itu. dLt or J.tt b ttqoH on tLilota
ii
;T.17
[_ yai,n i;,
r ..\O*-'QJ
-t lti.{ :i lar,O I
i ld,1 :i :1072, :- ' ;' - tLt' l-' ''=2 ; -
' lttj.Si
it:'
i
tftd s:i-jijl
i- ' l i- i!ilii
tul
i
--i -
'-- i. -
i
i
rsl
]lensel Phelps
Gonslnrctbir Go.
o
Memo
rroor rcllon or ra?lt b flqrrturd on or Llof|
o o a/zt /'illo
f*{+ * Tqa- oa- pape,* @ aaz ulr+f
fupm- & -(,tz fufutq ?(cuc<'ara- funrc l^J litL
fczlavJpq T}+A-
Daf finJall l.lanefltsE- talYi 1o61qroQ
A-g-7 vqr aa@f6
?'.-fu",, Ae56
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6.8
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ts.s6+
Ur-+ {fuea!.
to-+ . /t e-<-/iJ <)F V tL "*, tl(al u,o ;lo*B / Fifsr Class Unless \\ Otherw sc Noted ,f
tE>rr,..i-o.-, e !g*ztrl<o(cr.:r PRO' ECT5.tr^. i(-ro
Itr:O F)- F?z_{r€rf*<=g €-.
\1/rsrt-, <*-,- Al€rST/
A.r.t*.r: (**.- l-t."r<rr:'o
TRANSMITTED FOR
( I APP ROVAL
{ ] FINAL N PPROVAL
i ) coRREciroN AND tiE5lElvltSStON
( r APPROVED
( ] APPROVED AS NOI'ED
,t'ro* "or* *r.o*o,
(r_
( i PLEASE ACKNOWLEDCE RECE PT BY SICNINC TdE DUFL CATE
TRAN.M rrAL ,o 4fu -
NEW 5U BM ITTAL
RESU BM ]TTAI.
PREV I{ANS NO
FCLLOW UP
-
OF THIS TRANSN1 TTAL AS INDICATED AND RE-TLRN TO US FOR OUR RECORDS
oR,clNAroR Fl=*.-- G-o=- 4--
NO. CO?1ES DEJCRLPTION - (ALL ITFMS ENCLOsED UNLESS NOTED)
1)
la-DRAWINC NO.
-F€=nrQacero r@W-sy)tg+
REMARKS:
,GAgf G*€G- r{clPtrl€D -?l\%t4,l-
THE FAERICA=OR FAS RFOLISTED TI]A'].
-
-COPIFS
BE RETURNED. PLEASE RETURN DRAWINCS (VIA OUR OFFICE)
(D RECT) TO
Noie io t:br cators/rnanu{,rcr!rer's reprcscntatlvL.s: Appfovrt ot the mdter al transmitte.tAuthori:cd Agdni. sha L Lr',i.r no cricLrrrtan.L-s ,lter rhe requircments o{ ihe orrginat dfmonis or plrrchase aer.cmcni for quelity, qLrant ty frni5h, cinrenston, des qn, con{igurat r
by thc Conlr r or the Owner's
t ion s, Contr nlract DocU
the O\./nE
conslrtuie accep-
TION co
ssu ng off cc:
tance by the Contrdcror of any melho.l, rnatei a or eAuipr.cnt nof Lrltimately acceptable
a\e<a
i.4L r es ."lai vc io ih 5
'i0
,t( lo
'Au
^n
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CHEN AND ASSOCIATES
Consulting Eng inee rs
Soi I and Foundat ion Engineering
5080 Road l14
Glenwood Springs, Colorado 8150 |
CONCRETE TESTING RESULTS
Date of Reoort :
il4,,fr{'
Job No. 22,802
Job Location: Sinba Run
e/2r/8t
Reri':a rks
Time:
Sampled bv:
| ^^ - . ; ^-.LUrOrt\rir.
l''1 i x la'.a :
Supplier's T i c|e: lio:
rrlY 5 | LAL i-{- /Lh i I :) :
Unit t"/eight:-l'enpei'aiure:
COI,iPRES9 !\'i STREIISTHS :
Cont ractor
Footings Pilasters
Itltn. Llobile Mix
:.v,,.:.
B/10 and A/s to A/74B/S to
ftf+t
Age, Days
7
Air Content
T ru: k llc. :
Itrength, psi.
26s0
Cyl i nder t{o.
II
Speci fied strength:4000 ps i at
To: Hensel-Phelps
CC: Briner 6 Scott
JVA
L&M Professional Consultants
days
cHEN AND ASSoCIATES, lNC.
llans Froeschl e
28
s/14/8L
chen and associates, inc.
CONSULIING GIOIECHNICAL ENGINEERS
.,oe Ho. 22,802 . -oert
oArLv REPoRr no. 15 srcer I or
suSJEcT FILL OBSERVAnOil I telnrro
Simba Run Condos
Backfill at C Line
Ind thould ba 'rrnfiad o. ftorlrd
tI Part timc obt..vrtion
9/t?/81
ro L*li ll_Pjofe--s,g1p4s I Con sul t ant s
I'.0. ilox 716
--V-:iL,-Co- _81.6s7 "'
, nLtI: -![r,-BaY-sLgIf
'/t4 a'rd numbe.
lyfe t^d r'umba?
\Jrt,btr Cl pllsts
r.lftr,od ol rdd Ing
tlxt I t(|nrnG
lr3ttllrrie
r. oc^ T tori
tir C lFlCArrQ{ COMPACTTOI'I A MAtERtAL 95% standard Proctor clens itv
g-I2
In our opinron, till 0onorrlly mcott lpccitlcrtionr |t lndhabd bt
l0sl n0 l3l
(t ln our opinron, frll doe3 nol meot rpcclficdlonr rt Indic.t.d by
It^ -,tol Gs.rh morrng ,r'.''r. ttn ntl Lit bo r
ol comp.ctron unrt! 2 .luntping .Iacks -
lhr rk fle3,! of lrtt
n,orsturc _,, _ llosg
losl no (s)
!0 Frll t65lud meol3 gpoc|licationg
*l Conlracto. 0dvrsed
o F ull trmo ob3orv6tton
PHOGR[SSi ncPoflT
f tt r ?''patl pt.*etil t .,frrlr onS lormed bs a tegull ot our oL:{rrvhlror} ot ilt t,t cerrlunl Wr} h;tv(. rr-rtrrr tr't' l' e 'o\ltacto. tt) crlnlrnuo lppllrng tho racommendod cumt,i||-ltytj t;tlr)rl ar,cl nro,strlte lo $rij ltrritrr 9 lrmt: thgn our Ob$ervgt tl rtDl olr541 n() opr,taltoli leg?! /ro |li;rt o ol llre ltll orrlv .r:,tt'.t.ed rle.-o:!6f, lO calrtJta?a our obsOaver! lrt.tgertttnl 1a:.,1 d,rt,t; e |l,.1llrr.i Solu i.rit,rs l(irtll,rt|(ir,3 .t^ wlieili.?r lhG trtl meolt SpectllcStront,
cc: llcnsel-Phelps
Briner fr Scott
Johnson Voi land Archul eta Brad Post Frank Ouinn Bv: S,D.
AtFiovto tY
ftr{C110, -1tE of pad
ltE of B/12
OEPTX
OR
E r (val roN
lr..tf
tlBoFltont Fltto
n TyrtM IIMUU
DRY
o€NsrlY
(pc0
orc
(%t
DNY
ofhSrTv
lPclt
rrottn nt
corTtxT(rl
corrrcr|orrtl
j'Below
r34q___-
tt
124.I 9.3 r24.2 10. 7 100+
Silty sand and
gravel
124.1 9.3 I19.3 11. 5 It
I llc low
rutlc 124.1 9.3 118.3 t2.3 9s ll
tl t24 .1 9.3 113. 1 1r. 1 91 It
I t24,1 9.3 121.3 11.8 98 tl
orlsEnvER
,^1"'& M l,rofessional Consul tanl-s
P.(). llox 726
_ -V-rril, Co._8_l-0iz
-.. i!_! tr :--U1_Be)'- jl!_qry_*_
chcn end associates, inc.
CO\SIJLTING GTOIECHN ICAL ENGINTTRS
(
T,I LV
a.ttl
CIr-,]
tl
l2rE
G lade
r/\. rr/\ 22.802 hrr?: 9/lS,'31
la I I
DATLY REFORT NO.g-S}GE -:-Of --' --
SUBJECI FILL OBSERVATIOil I ?CSTIIIO
Simba Run Condos
rnd thouto Da ?$rovad ot r.worre
Cf P!rl timc obrcrvalion
Backfill at C Line
(l In our opinron, t,ll gonerllly mo6tr lpaclficatlOnt rr |rdlcrtad bt
tesl Iro (s)
ll In ou. opr.lidn, till doos not rneat rpcctrlCatioru |! iodictfad Ft
lc4 c tou!^noi
trctrrtrrr3
(,F€c'Frclrro* co|,ip^crroN a MATLRTAL --sl-!- 1!a1d11(ProcCor dcns ity
'/i r J1d nurrbe' of earli .,r\or,rto un,t:, 966 I'f aCk
ryr,t,a.4.umbcr.rt complctron ui,t: 2 ')Unp ing
rlJ.nber r-l Da93a1 thrchn€Ss cl lrrt
fr,rr'.rd ot lddrng "rorslurc - llOSe
Load c r
.Jacks
6-72"
lesl no lsl
l0 Fr,l t05tcd mFels rpsciticrtion!
*l Conl{actof advrscd
O l'|lll lrnro obsBrvalton
FHoGNF9S REPONT
'lr '',rti,.l !resentir/ri'nrOrlSlUn,e(6aiS rr.rSult0l OrJtulJ!(rr\,Alrurlf)l lrll lrt,t L, lljrjt Wrr I I , t ,, r : r t : I r I , ,.1
't' t' rt co'tltat-\"1 l' (|.rrllrn,tOirf)p:/rn3lfrell:cOrtl|rrcrrfJ{-,rJ{,oml,ilr:lrvOellr,rrtirrrdt!tot.,l1/t(ili)tfrIirl:
'.,' ''rJ ftqitli t.t tn Ovt
'r!etret
rS n{,1 Otriervrrr!i t pgtdltotlS I{...51s d t ||r.t.j!, rrt 1t1c l||l t)1,,\ ,isr'(r:.eO of'E5:lry to caltdae Q\)r ()l'tltrc(J liriJgern{inl Tr.it diilS .irr '|l)t lhrl sol{) l).1,.,, li)'
; I\t.".r Jr'.t''rctt)rrr r_f tl,, I,.JetS SpeL,t CAt:Ot.tcc: ens(j1-Pnelns
llri ner f{ Scot t
.Johnson Voi I ancl Archulctlr
C/t4, Backfill 1rW of Pad
C/15, Backfill I'W of Pad
C,/16, Backfill lrW of Pad
)t PTX()8
itr6t,
tat!oRAlonY IrlLo
lcIL lvtaDnv
D!ntilI t
tpcr)
otr c
r%t
OAY
otNsrrY
{D(tl
uorStunE
co|{tE(rf
corrlclroi(i*l
elow
de r24,r 9.3 723.7 8.2 98 ilty sand&gravel
124.1 9.5 125. 3 1.5 100+It
Below
174.r 9.3 119.1 8.0 95 tl
lirrrtl I'ost
ffiH/mEtfl
E H[d H chen and associates, inc.il. \f,\-ifl H
H'T'-.qI ffi CO NI;I JLT ING GEOTTCHNICAL ENG INIE RSH5r @^ St]F;.,ffitJri.Efr
$lt r tsrorn$a
arSttttrrts
fifPl
on
| | f val
(h.l
or ilc i
Gradc
tl
I rBc
Grad
I.^ G lit Professional Consultants
' .0. _lt_ox J?S___
:;ril. Co.=!]657
-=--,t tn: Itlr. Ray Story
JO8 NO 22,802 Orre - J/21181
oArtYRePoRrno. l7-sxeat I or I -
SUSJECT fILL OBSERV^TION A TESTI'{O
Sinrbu Run Condos
IEIJ!
C l,ine Pilaster Backfill
Ci In our opinion, lill doe! not mcot rprclflcrllont tt lndicrtad by
lGst no (s)
ry_
N
aFrcarron coMpAcrtoN e M^1ER1AL * 95eo st-qnd-a1{ ll1991or density o In our o)inion. lrll gonor6lly moot! 3pGcilic.liom tl lndicrtad bt
tosl no (s)
--o
e .nd numb3. ol oarth moyrng un,tl - Tf agk toad.eg. .-., . ..,
.e 6nd humDer ot cofigactron unrtt. Junping Jack
tad ghould ba ntnoiad or rlrorlcd
m Frll tostgrt ntcots spociticltiont
fl Conlracior irdvr3ed
O Full linro obsorvalion dPart tirnc obrrrvrtion
r i'c( ot prlsc: thrchn€s3 ol trtr - 9: 12"
rhod or rddrng morsrur. ,Ntt:tit-
'' .( potl presentt oprnrong lormed a3 a resull of Our obscrvatron ol lrll pi.t.rorlrsnl Wo hitv(..olu!i j
i' r-r conlrEctar io conlrnuo rpglylng lhe rgcornmorrded cornpac!tve cllqrt dnd morslUf u lr) c lrtl' ; tt't1et *f,Pn Out Oblerrer rr nol o,bgorf,n0 ODetitttans Tosts ar,-. ,i'ade Ot the ltll (rlly ,r5'-t'd ne(:tsr-a,y tO .-tlrbral6 Our obsa.vor'S iudgeflrsnt Te5l dota are nol llre sulO lrn,j,s lor,,ir5 {rn .rrs!l,itr F,e lril meel3 lpcctlrcElronScc: llensel -Phe lps
Briner E Scott
Johnson Voi lantl Archul et a
P'tOGRESS NEPORT
Brad Post Frank Quinn By: S.D.
1rN Column Line at C/12
lrN Column Line at C/10
1'N Column Line at C/9
I l.l
I
I roN
LABONATOSY flcto
tol( fYPCMAfIMUU
Dnl
ocrlsr tY
lPcrl
of,c
r%)
oiY
otNstTv
(p.r)
MOriluRC,
corrTf,Nt(r)
cotuclror
(lSr
low
124.1 9.3 t21.4 11 .5 vt Silty sandFrgritve I
124 .1 9.3 r24 .1 12 .l 100
I olr
128.8 9.0 131.5 7.7 100
OBSEBVER APPNOVEO IY
44
Ti.ne:
Lrnit ['eicht: lcf Air- Conien: ,: Slunp gr in.Tc:;era:ure: cF
CCHPRESS IVE STREI,IGTHS :
Ciiif. AND iiSSt'C iirTES
Consu I t in.: En.: i r.cr--i':
Soil .rnd Foundation Enqineerincr
50S0 RorJ 154
i lenni.od Sprirrgs, Colorado 8160t
CONCRE;T TESTIIiG RESULTS
Job iic. .1 Rn.
trr lar-ri^^. -. 'JLrJ LeLd L ron: Stl1bit RUn
Serp leC bv: Cont t-acr or
Lcca i ion:
fiix Data:
Supplierrs T icke t No:
FNT)ILAL T\VTEKIIi5:
Cy I i nder No.
3
A
0ate rrf Re,:ort g/25/Sl
Darc : giITiSl
Truck llo. :
Age , DaJs S t reng$_, _e! Rena rks
7 3270
,/ JI JU
Speci fied Strength: 3000 ps i at 3g_ days
To: Hensel-Phelps
CC: Briner & Scott
Johnson, Voiland, Archuleta
LGM Professional Consultants
cHEr{ AND ASSoC|ATES, lHC.
Hans Froesch le
JO6 HO 22' 802
rcl ;{LU .[)1-ofe_ssi_ona] _CjLs_91!jlnt: _
_ jl._Q_. 89x,_,1_26 - -
_-\-?-i].. cal 0_radQ _81657__
,. AtJ!_r : .M!-,__R:!y_9!orv
la:I
. rt,-j
ldr, r tqmlrFl
ltSrrlltlta
T ----
I
i
c /14
88 cl t3
tOclr rora
IYP€
i.I
xI
I\I
0
l'
I
(;
l0
(;T
117:t: 2oe n,)mbet al eatp't,.ott^qrrn,rr 960 'l'rack [,oitder
1ti,e a1c iurib?r ot complclron .r:r,r5 '.,uml)l ng Jil.. hli
tl,Jrnber ot pr!:€s - thrchnesJ ol trti 6_ 1l',
I,tclltgd ot addlng rnor3tlr6 WatC r' '[ f'uCk
:,r,iclFlcATto* crfhlpAcrtoru r MATEFTIAL --95'" st:lndard Proctor dcn.s.i ty
ThrS rap611 {)tet} 'ltrl,ta(itg f.Jt'rre.Ja3a t45rll (,'l out or\,r!.vtrl,.)rr r,rl tr||, lir, (lrtlcrrl !a/irtr.r/r;r(,.1,r.,,' I lf r Lc'''lracf.rr li-, crr,i!rnue applyrn., lfle tp"c()r${e.r4tjd cotrlfr,t(;lt\,) {:11r.rt,l,,cl irlorsturo tD lf,i.t tt': :t n') :t,.tei r.l e(\ !.)rt Otrsolvef $ nol et:etvf 0 Otr.eriilrOflJ lr:,;t,, ;i71, ,,r(lt, of lllC l,lt or,ly ,is{-' f'tC r" ce:saty lo cal ttt.tie ov orilervet 3 l,rdgorr,enl I{rsl d.rta Arc rr(rl llrc sol4 t),t::rs fc,ti,f r 1'r.rs ull vrhetfier re trll meets 5()OCrl,CAttOn3cc: llcnscl -phclps
[]riner Scott Architt:cts
JVA
trtat thoul6 ba ttrlorad o. rarorlr,
4.) Frlt testsd rneot$ spectfic0ironr
xJ Conlractot adyrsed
O f ull lrnlo obssrvation F Pan llmc obrirvrtlon
I'II()GNISS NEPOFT
l] rarl Po st
9/2)/8
chen and associates, inc.
CONSULIING GIOTECHNICAL ENGINEERS
E4_
rJ In our oprnrr:n, ltl gonorllty mert! tpccitl$tion3 ri Indlcabd bt
t0st no ls)
[] lo oUr crp rrOn, lill doos not nraat tprclflcrtlont t| Indldtad b'
losl no (3)
lR | |O^ILV R€'IORT HO. J-S+GE? ' OF '
SuEJECT FrtL OSSERV nOil I t€StD{O
Simba Run Condos
{)e P I }l
on
f | €vAl t()r,/
ttoall
IA60MiORV trato
n nrraMAIIMUM
oRt
o[.Nsrlt
tPc0
0,.c
r%)
oiY
otNSrlY
Ocl)
lrotttutacoxt$ft(rl
cor ct|oi
n$
'Belowa,qc _
Be I ow-
l!c
' irc loiv
lclc _. _
724.I 9.3 124.8 12.6 100
Silty sand and
sravel
1.24.1 9.3 114. 4 13.1 92 tt
124.r 9.3 107. B 1l .2 87 tl
124.1 9.3 I19.3 11.r 96 ,r
124. 1 9.3 Ir9.0 10. 5 95 tl
ogse,BVtR
rb E M -l lo {9j-9 !C-lf_I_ c_rn:Ull..1tls_
I' .0. llox 7 26
V;r:l-,-es-brad-a---&l-9,7
-Mtn j -.Ur.- Ray--Sro$'- -
chen and associates, inc.
CONSUI TINC OTOTECHNICAL ENGINTERS
9/2s/31JogNo 22'802 o^Tt
DArLv REprJnr no" 19 > 1 or --l -..
9UDJ8CT FILL OSSeRVAllof{ r TEtnin
Si*mba Run CorULos .-
Backfi 1 Itott t f GE^nol
ItStttllrll
t0{:Atror{
DEPIh
on
I Lt VAll(
It(,1
\l
2t ll
of C/ l0 (l racl
5rBe
{l lacl
8r Bc
(l ra<l
sFEctFtcArtoN coMPAcrloN a frATERrAt
-95ee
-s-!anCard P-rocto-r density
Type aod numt.t ol crrtn movrng un'tr 966 lrack Loadcr
'Typc rad numiler ot comprcIon !n,t3 'Iulnping 'Jack
Nrr-nDtf ot gatr€3 , ?hrckrr€g3 ul I'lr b-7211
r.ferho.3 ot rd.Jino mottturc l'iat ef TfUCk
thrt.aport pletents oprnront lorm€d a9 a rcault of OUr ut)9e,val'C,n a,r lrllpla(,(,jrnenl VJB l\avc rr.lrr.(t
'-,n Int cOnl.Actot ?O conlrnut tpplyrng llrc recorYrrr!anded cOtnpaclrve Oll()rt and rriorsturii lt thrr ltll
,1,J.!nq trme! .rh€n our Obt€rvet r! l|ol Observing op€ra:ron! Tesls are rnaiJe ol the lrll (,tliy asLr ered .rece33try lO Calrbrate Our obsarvert l,)dge(rent telil (tara ilre rr0l tho Sole lr.r.,rs lol
ol,'nrO.! on wherhoi lhA l!ll meel! tpGcrlrcsttont
c:c : llcnsc l -lhc1p:;
Brincr Scott Ar-chi t ect s
.]VA
In our (tpin|on, f tll gdnorslty mcatr rpoclti lktt[ fr Indcrtr<l bl
lssl no (31
t{ tn our opinion. hll door not marl apcclflcdlont ai lndlcrtad tt
isst no (3) 90=-92---.-- lnd trouE
o Frll losled m6ol! lDocilic.tionE
ba fr|tro|.d ot rato.:
q Cont.aC lor tdvrotd
O f ull trmo oblatvalion D Prft llma obrarva on
PIlOG'IEfiS FF.PONT
on
va I lota
(1..1)
LA0onAtoRr ?rtLo
E lvttMAXIMUM
onY
OCNSII Y
(pcll
oxc
(%t
Drtv
otNs,lY
(pcrl
raorlrlrir:
c,ofaltitt
GI
c0rrlcloi
tan
clow
,IN
el ori-
dc
crbw
fe _-
111 1 13. 9 99.6.8 90
Slightly gravel l1'
silt and sand
111.3 13.9 100.8.4 9l tl
111.3 13.9 101 8.3 91 tt
:-- --lil
APFiOYEO 8Y
, ,.-.;..-..a
ro ! G: l1 !Igll::_rgngL-c.T:"1t91!:
I'.O. Box 726
vai i, Colorado 81657
_ A!!J_: __l'{f , BSy__Qlgry
I
I
, rt 5r
'
f h$ tt'potl ptc.,e1ts ootmons lotmed bt a trlsull ol out al)servijlrorr ol lrll t,l,te e tnolll. We h3vr, t{rlr!d
on lhe cor,traclgr to corrlinug apolyrfrg lho recc,rntl.i]nded Ltjtrlla(,ltte \..llotl and ntolstrrre lo tfrc lrll
l./f r,g tfm€s *hen.rJt obier!ef 5 ntl Ob-jorrrng ogualn(,., Ttsl; irrr, r:tJde ()l lhe ltll rrrrl? a.;
Lf 'er{id r,eces3irty lC CAltbtale Out obtettets JlrCgefrrtrrl fest ddtit arc trcrl tilo solo bitsrs l0l
{;i,if,rjnS Ln wrialhFr !ne frll t'|telS 3oecrl'CJtronScc: flense I -Phe lps
Briner Scott Architects
rJVA
roe noiLorrc e/:t/B'
LASOflAIORY
xn tvFl
Silty sand and
o In oUr oprnron. fill osnsrally mactt lpacltl tlonr l| IndlclLd by
tosr no (r)
tl ln our opinion. tilt doos nol moct rpaclticdtonr rl lfldkrtad Dt
tesl no (5) 'nd
|houltl b' tUtrot'd
il Fill lost8d rnosts spocifications
F Contractof advilsd
(J F ull timo obsorvalion qPrrl lam! obla;vatlon
Pn(IOFESS REPORT Tcsts 9OA-9?A wPrl' ttrken ifici'lA h'ckfi l l.
Brad Post
OgSERVER
t4$ r t{rlmo^lxn
triSttttllia
L O'.4 T IOIJ
Stair footi.n 3rN of f of column
94 Stair footin , 3tN l?E of $
-- --- -- l)
of colttmn
i95
f-- - --- - -
10 Line at C
' 90A
91A 3rE of ot C/11
92A lrE of of C/12
3'E of ot ClLO
It5r
t YPT:
N
.N
N
N,
N
fr! PIr I
oll
l i IvAItON
{loor)
2rllelow
Cradc
Gradc
2'Beibw
6rade
3i nciow
Grade
8 ? Be-low
(irade
100eo standard Proctor dcnsity
sptctFrcATtoN cot'/PAcTtoN & MATERTAL
{g:"--lTJ
i nc:_:_1s % i1',-.t1 b1i ld i nu
o? ttrorlo(
't y pe and numbat
Ttp" rnd nuo. ber
fiunrt.o. ol pa33e3
Melt od Ot lcdrn!
966 Track f,oadcrOl earln mOt'r'? Ur ll3
ol compectron un,ti JumPing Jack
thrck ne5! ot trlt 6-l2t'
m,oiirurr ---- - . ljater Truck
ffiw
fuwd 1$ ;ii: r,,i[u. ;lrffi ', fil-,il,'f,i;,Yffi|
oAtLY REPORT Ho. 20 sxesf 10r
SUSJECT FILL OBSERVATIOI{ I TESTINO
Simba Rtrn Condos
MAIIMUM
oRv
OENSIT Y
lpcl)
136.5
136.5
r24.1
r24.1
t24.1
1?4.r
Frank Quinn By:
ro i:_9, M -!:=ofefS:_SIe! Con Sql,t an*ts- -
---I.0. B.o^L126,*-__^-_
Va i'1, Co l nr:da R1652---=-*-_
_*_4! ! n :_!F_i _Bgr_ 9 t o::
chen and associates, inc.
COIISI'LIIN{; GTOIICHNICAL TNGINETRS
,o, uo* 2?,!02 . artr -9l2s{s
oArLYREPoRtno. 21 o* 1 oa t
SUBJECT FILL OESf,RVATIO}| I TEST'NO
Simba Run Condoq -tfl a tt|lolnot
ltatitllrr3
(iEPIH
on
(1 LvAl roN
(l.arl
ld rYltttS r
f.o tocAnol{
SrBclow
Grade
Silty sand andsravbl
It
spEcrFrcArroft coMpAcrro* a MAr€qrAL
-15-'1
:!*{1t 0 nry1t.11 densi
l rpe eno numlct .)t clrtn movrr,g un,tr 966. Track Loq{e1
JUrnplnR..,acK
Typ€ snd numb"r ol corngtclion unrl3
NumDcr ol patses , - rh'chntfrtot I'lt,ruaUU- t ttt
Ll !) ln our opinton, ftll gonotllly msot! rpacltlcltlonl r| lndlc'bd by
tast no (i'
o tn our opnron, till dodr not maat lpccllhrtlom |. lndicltld bt
lost no (tl
E Frll tsstod mogt! apocifictticnl
R Cont(aclot attvilod
tl f ull t[no 0b3orYalton
and $loqld ba {Snorad ot tr*ottt'
{l Part ti'rrc obtcrv.lion
Mrlhod ol rddrrg mo'stuft
f hrs fpporl pteg?nls optnlon J lormed as s tesult of ouf obsorv.,lron of l,llplnLcllent WghJv(jrv'lrcd
on ?he contractLr \a canlr|uo apglyrng ths recornm€oded compaclivc sflo(l and morsture lo llr{.lrll
d!rr{rg tim€s wl',en ouf o\tellet rt rrol observrng opbralrong Tr5ls irre rrtadcr ol the lrll o.iiy as
b.:lr€yed neceigatt lo cal)btala our obsGtver'E judgemen! Tust dalJ are nol ltre sole b srs lor
oOrnrons on \rrn€ltrer lhO lrll meelS !pecrhcationtcc: llcnse)-Phclps
Briner Scott Architect s
JVA
PNOGRESS Tt€PORI
Brad Post
OSSERVER
o trtlsmittal tetter
JOHNSO N.VOI LAND.ARCHULETA' I NC.
Coniulling E ngtne€rs
2305 CanYon Bou levord
Eouldcr, Colorado 80302
303/444- 1951
6345 Wesl 52nd Aventie
Arvads. Color.do BOOO2
303/420-2055
To I-Lr:t l4ttrrt G.,t*' C
Date
Proiecl
THESE ARE TRANSMITTED as chscked belo,v
D Fo! your uso
E As .equest€d
n For rerierv ard commGnt
I
Rqviewed and €xcsptions noted
Resubmil
!
D
I
Remarks
eLf,,J)
t<tNG eLl rs -rl"1'
Signed
tTllo0T
Copies to
I
Scturabef
FOLTNDATION @N{PANY
P.O. Box 867
Tucker, GA 30084
(404) 938-0940
-/e'-t Pl"tf , a*".rhq C".
PROPOSAL
Atlanta . Chicago
gu.Ln /2..
Headquafters:
Bethesda, Maryland
Begional Oftices:
Philadelphia . Washington
Aa/aptt'or',t^*
DATE:
.fe. X /tolcr/ 'r'oP' 4 wor/<- ' tA tl
All ot the above work to be completed in a subgtantial and workmanlike manner in accordance wilh the general provisions below for the
sum ot ,ffxh 7h,t,.rtn{ f)a/.y'lEr' ($ K4 odo .td ) Dollars.
GENERAL PROVISIONS
1. Coordination - The excavalion shall be coordinated with the work. Access to, around, and off thesiteshall be provided free of
charge, allowing work to proceed in an orderly and uninterrupted manner. For the following: (a) Sheeting: Excavation support using
H-be-ams and wbod lagging type ot sheeting. Excavation to the tops of the soldier beams shall be completed priorto the start ol placing
sofdier beams. A---lt'o--Joot tirm level bench will be required at the top elevation of the soldier beams. Right-of-way so that
the soldier beams can be insialled in one continuous operation is required. Layout ol the soldier beams shall also be required. For
lagging installation, excavation to the front tlange of the soldier beam shall be "by others". (b) Undetpinning: Excavat:on to.the top of
footings shall be completed priorto the start of underpinning work. A suitable roadwayior concrele trucks adiacent to the underpinning
site is-required. (c) Ti6backs: Right-of-way enabling one continuous operation for tieback installation is rcquied. A VO
foot firm level bench will be required at the tieback grade.
2. Temporary Utilities & Services -Thelollowing will be provided free ofcharge:220 volt 60 amp 3-phase eleckicalpower prior to
any wale installation, outlets to be located every 100 feel along the line of work; 110 volt 40 amp electrical power outlets, and water
connections under normal city pressure located within 100 feet of every Sheeting, Underpinning and Tieback operation prior to
installation of this work: iob toilets: watchman services: space tor a iob trailer approximately | 0' x 40' in size.?., i-/'"t *e.
-
st/J''cL ei'/zu,t--ha&t& 'rhr/z 4lifivt rde f,2 9
3. Plans and Permission - A detailed plan will be furnished, signed by a licensed engineer, showing the original plan on which this
price is based. Changes will be made as you request, or as necessary to obtain approval of others, but if such changes result in
changed costs, the price shall be adjusted accordingly. Permission to close portions ol public space will be obtained by others, as will
permission to do portions of this work, including tieback installation, on adjacent private property.' 4. Labor- We propose to do this lob using union labor, and should labor lrouble prevent us from completing this contract, we will be
paid for he cost of all work ilerformed to that time, plus a reasonable amounl for overhead and proiit.' 5. Exclusions - This price does nol include any expense or work in connection with the following: Concrete and excavation
(except lor underpinning and tiebacks), removal of spoil, debris, overhead and underground obstructions to driving and drilling, old
lootings, footing pro.jections and sheeting, backfill, tamping, utilities, restoralion, line and grade work, pumping, demolition, treated
sheeling, fence-s,-stdirways, or barricades; pr.otectpn and maintenance of slopes, bgrphes, berms or sheetingj fees, permits, deposits,
bonds, or liquidated
6. Change Orders - Change orders will be executed providing Schnabel Foundation Company agrees to perform the work, all such
work orders are in writing and include the price and terms for the.work, and all such orders are signed by a duly authorized
representative. No back charges will be issued, nor accepted unless 72 hrs. notice in writing of a condition requiring correction is given
with an additional and reasonable amount allowed for ils correction.
7. Insurance - We propose to furnish for this work property damage and bodily iniury liability insurance in the limits of $1 ,000,000/
2,000,000 with coverage lor explosion, collapse and damage to underground utilities included. Should you desire insurance in
different limits, we will provide it to you at cost.
8. Payment - Payments to be made monthly by the 1oth of the tollowing month tor 90% ol all work done the preceding month,
including materials delivered to the site or stored in Schnabel's yard. Final paymenls including all retainage, to be made 30 days after
substantial completion of the work stated above.
9. Accdpiance - This proposal is made on the basis that if Accepted it shall becoee a contract incorporating all of lhe terms herein
stated. Thii otler to perto;m the stated work is valid f q 7A '?ft ( t o
- )days from the above date.
Accepted:Respecttully submifted,
Company
Signature
Title
Witness
SCHNABEL FOUNDATION COMPANY.-
., fu.t </nnfon- --
Galculation Sheets o
I
z
,4.p,/. i (,o,^/ /,u19rb7 _rarc/th1
'oh
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Sctxrabel
FOUI\DATION COMPASY'
Calculation Sheets
h/u.
Conkact No SwSl->3
By
r0 r 1 16 17 18 19 20 21 22 23 2! 25 26
€r$tP(,,.4L4
rLofD
I
^ot1L! ,-1,
L
3
4,,t
gL 14
6cvtcral Fl'rt
.u Il'30
A
i
I
'
.Schnabel
CL 4D
Calculation Sheets
Contract No. 5t^'-81-z'j
Date
By
11 12 i.j 14 15 16 17 13 19 20 2i 22 23 2.1 25 26 27 2A A W 3_1 9.2
I ioa'r /it/7e ,/ o op
.SctrnabeL
FOLIiDATION CO|UPA\1'
Localion
Calculation Sheets
a
l
l
.;:_ r1 'r : .,I 'Arahilect/Engineer
General Coniractor1 .z 3 4 5
2
.-l
i
t
E,\, J7/,UG
,€.'xo
rl 1r ti tE '.1 t4 1,q 2e
-_-?
/
p-'tf 7-o,_o
-*l
, I Bc,'. {u' | ,,/ B":l'l
I Sut"t,r- p,i/z it s !^; /4 r1;'; ./'
t lto,-s
f xt si:rva 6EnDt "/
t
Tlpfar I
po
ftr-al 1.r
So(a{r'c. P,'t.
23 2! 25
'Bc".A
patnl
Fly isn rs'a by-product of the burning ot fi, oivroeo coar
in modern Power Stalions. ll is extracled f rom the exhaust
gases ol the Power Stations by electro-stalic precipilalors.
leaving relalively clean air lo pass up the smoke slacks.
Thus two objeclives are mel - lhe line lly ash is prevented
lrom escaping to lhe almosphere 10 cause air pollution, and
the collected malerial becomes a valuable resource for
induslry.
Fly Ash is a very line powdery malerial, predominantly silica,
and has almost totally spherical particle shape. lt closely
resembles lhe volcanic ashes used in the production ol the
earliest hydraulic cemenls - near lhe ltalian town of
Pozzuoli 2300 years ago. The material is therefore nol new
- il predates Porlland cement by over 2000 years. The lown
gave its name 10 the group ol materials called Pozzolans
(oi which Fly Ash is lhe besl known modern material).
Pozzolans are defined as those malerials which, while not
cementitious in themselves, combine with lhe f ree lime
liberated during the hydration ot Porlland cement, lo form
addilional cemenlilious compounds.
'. - . . : , i i . , i r- ' t : . - , ' i . . r - . .
l. t .r 1.. I \'. r' | \-_- t -
fty nsi is very widely used as a cementitious malerial in
the production ol premtx conclele, precast units. concrete
masonry, concrele pipes, concrete tiles etc. sometimes lhis
is to achieve a particular result, but today in Australia it has
become a standard concrele mix ingredient. Brief ly, the
advanlages to be oblained by using Fly Ash as part ol lhe
cgmentilious conlent ol concrete are as follows.
'l Y,'o I iii::.-::ii)r:
The spherical shape ot Fly Ash parlicles, and their extreme
fineness, has a benef icial effect on the wotkability of
concrele. The shaDe allows lhe concrete to move more
fhis pneumatic bulk tanket contains sullicient pozzolanic fly ash to ptoduce 350 cubic mettes ot
quatity concrcte. h the background is a typical powet slation from which the product is ptoduced
freely, and lhe lrne parlrcle saze allows belter lilling of lhe
#iff; ;::fi ,l:l' ii'J,|l#ifi :"^',[ ""lig il*:' "''
clearly the improved cohesion of the Fly Ash mix
The abilily ol concrele to withstand the lorces ol nalure,
or its durabilily, depends on a number ol lactors. Primarily
the necessity is to produce "dense" concrele. During lhe
hydralion ol cement, calcium hydroxide is liberated. This
compound is soluble in water, therefore in time it leaches
out ot lhe concrete. leaving voids which allow water and
chemicals to enler the concrele, causing deterioration. The
silica, alumina and iron ol the Fly Ash reacl wilh this soluble
material, producing insoluble
(calcium-ferro- silica aluminates)
cementilious compounds.
:j fJ ? crc. s..ii Permcabilily:
Since lhe voids lett by the leaching of the calcium hydroxide
are now tilled with insoluble cemenlitious compounds,
penetration of waler (or other liquids) is considerably
reduced. Besides the chemical reaclion, the voids are also
being physically filled with very line Fly Ash particles' again
densilying lhe concrete. The additional cemenlilious
compounds lead lo increased concrete strength' particularly
at later ages.
4 F.c'duc:l: I i.:.', cf Hydration:
The chemrcal reaclion belween.the Fly Ash and the lime
ol the Portland cemenl is a much slower process lhan lhe
hydration ol cement itsell, resulting in much slower heal
generalion, and subsequently lower internal concrele
itresses, and lower shrinkage. Fly Ash has been used over
many years lo control the heal of hydralion in mass
concrele proiects such as dams.
.,,.-..
N.ormally in concrele no reactiorllas place belween the
cement and aggregales. In caseUere aggregates are
reaclive, over a period of time a volume change occurs,
causing the concrete to "spall" at the surlace. The inclusion
ol Fly Ash invariably reduces lhis reaclion, prolecting the
concrete (and lhe steel reinforcement) from the
deterioraton which lollows expansron.
11 has been eslablished that generally the use of Fly Ash
in concrele leads to lower drying shrinkage, due to the lower
slresses associaled with slower heat generation, and the
normally lower waler conlents of Fly Ash mixes, for a given
slump, or lor given workabilily
7 i.i -u::l i. 9ri!r :i:.'.i i.'..: c..:
For the same reasons thal permeability is reduced i.e. the
chemical reaclion replacing soluble compounds with
insoluble cemenlilious compounds, and the production of
denser concrete, Fly Ash concrele resists the altack ol
sulphates to a greater degree lhan ordinary Portland
Cement concrete. The U.S. Bureau of Reclamation
Publication "Fly Ash Increases resislance of concrele lo
Sulphale Altack", shows that this is true irrespective ol the
type ol cement used.
I Increased l ensile StrcnEtl'i:
With good mix design, the tensile strenglh ol concrele can
be substantially increased by lhe use of Fly Ash. The coarse
agoiegate can be increased leading to lower water demand,
therelore higher slrength.
I Dccrees.d Eleecling ancl Sc1:egation:
Because P.F.A. is fine and comprises spherical shapes of
hollow glassy particles, it will under certain conditions, stop
the proneness of concrele to bleed. As an example ot lhis,
the serviceability of pozzolanic concrete areas subject to
conslant use is improved because the water-cement ratio
in the tinal processes is mainlained.
POBTLAI{D GEMEl{T
AGE IN DAYS
Typical age-strength relationships (mixes designed lor
'equal 28 day sirengths)
39.30
16.70
61.90
r!
120
f
zu,
Fo
AGGREGATES'WATER .I- FREE IIME .:" FIY ASH
(85% S|LTCA & ALUMTNA, 3% LIME)
TYPIGAT POZZOLAI{IG ;tY ASH COMPOSITIOI{
1
o.r 6
P0RTLAI,ID GEMENT -t- AGGBEGATES -i' WATER
(30% slLrcA & ALUMTNA, 60% L|ME) (SAND GRAVEL)
I
1. "POZZOLAN-HOWHUNGRY
HORSE DAM AND OTHER MASSIVE
STRUCTURES OF THE BSBEAU
BENEFITTHROUGHRESEARCH'''
H. S. Meissner, The Reclamation Era,
Seol. 1949
2 "THE USE OF PORTLAND -POZZOLAN CEMENT BY THE
BUREAU OF RECLAMATION"
Robert F. Blanks. Journal American
Concrele lnstitule, October 1 949
3. "USE OF CHICAGO FLY ASH IN
REDUCING CEMEMI., :,.AGGREGATEREACTTON" . .;
S. H. Scholer & G. M. Smi{h, Journal
American Concrete Instttuk, February1952 ,
4, "STRENGTH AND DURABILITY
OF CONCRETE CONTAINING
CHICAGO FLY ASH''
G. W. Washa, N. H. Withey, Journal
American Concrete Institule, Vol. 24,
No.8, April 1953
5, "INVESTIGATIONS RELATING TO
THE USE OF FLY ASH AS A
POZZOLANIC MATERIAL AND AS AN
ADMIXTURE IN PORTLAND CEMENT
CONCRETE''
John L. Minnick. Proceedrngs,
American Society For Testing
Materials, 1954
6. Abdun-Nur, Edward A. "FLY ASH
IN CONCHETE _ AN EVALUATION''
Highway Research Board, Natronal
Research Council (USA) Bulletin 284,
1960, pp. 10, 42
7. Welch, G. B. "USE OF FLY ASH
MATERIALS IN CONCRETE''
Commonwealth Engineer, Vol. 43,
February 1956, pp. 2'12-218 and Vol.
43, March 1956, pp. 251-254
8. Jarrige, A. "THE USE OF FLY ASH
IN FRANCE''
Central Eleclricity Generating Board
(U.K.) Technical Inlormation Service
Translalion C.E. Trans. 1 681 , 1959, p.
3
9. Ryan, W. G. and Ashby, J. B...DEVELOPMENT AND USE OF WANGI
FLY ASH IN READY-MIX CONCRETE''
PaDer Presenled at Newcastle
Engineering Conterence, i.e. Ausl,
March 1 966
10. "THEUSEOFPOZZOLANSIN
CONCRETE"
By W. G. Ryan of Ready-Mix Concrele
Induslries, Presented to the
Association of Structural Engineers ol
N.S.W.
11. "PROPORTIONING FLY ASH
CONCRETE MIXES FOR STRENGTH
AND ECONOMY''
Roberl W. Cannon, A.C.l. Journal,
November 1 968
IN PREVENTING
.EXPANSION
Technical re . 6-627, June
1963, U.S.neer Waterways
Experiment
13. "THE
p. of Engineers
FLY ASH IN A
FEF
Kenl Guida - Paoer oresenled at Third
Internalional Ash Utilizatton Seminar,
Rltsburg 1973
14. "BUREAU OF RECLAMATION
EXPERIENCES WITH FLY ASH AND
OTHER POZZOLANS IN CONCRETE"
Ralph J. Ellert Jr. - Paper presenled
at Third Inlernational Ash Utilization
Seminar, Pittsburg 1 97315, "FLYASH PRODUCTION AND
UTILIZATION IN AUSTRALIA''
Terry E. Peabody - Paper presented
al Third lnlernational Ash Utilizalion
Seminar, Pittsburg 1 973
16, "USEOFFLYASHIN
CONCRETE IN BRISBANE REGION''
Laurie Toppenberg - Paper presenled
al Meeling, Oueensland Division, The
Institulion ol Engineers Auslralia,
psoane, Marcn- tgz5
UI. "FLY ASH INCREASES
RESISTANCE OF CONCRETE TO
SULPHATE ATTACK''
J. T. Dikeou - Research Report No.
23, U.S. Department ol lhe Inlenor -Bureau of Reclamalion.
.l 8. See also proceedings ol Nalional
Ash Associalion Symposia
'1967
1970
1973
1976
Pozzolanic(lreensland) Pty Ltd
ready to export in
bulk ships.
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For lurther inlormation and
engineering services contact
Po zzola nic Internalional
2448-76TH S.E., SU|TE 222
LOCAL TELEPHONE:
MERCER ISLA"ND, WA 98040
(206) 232-e320
12. "INFLUENCE OF ALKALI
Toll Free Numbers: Inside WA (80O) 562-5194 - Outside (800) 426-517 |
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Norihwesl, Emc'prr?ota:eic
PROCESSONS AIID DISIRIBUIOFS OF TOP AUALIrY POZZOIANS
2J48 -76T'rl AVE. S.E., SUITE 222 MEI'.CER ISLAND, WASHINGTON 98040 TELEPT{ON 5 QO6) 232-9320
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FIy Ash
Vlater (275
Air @ ozs/yaJ
Admixture - Pozz.
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Sand
Slump
344 Standard Dose
VTEIGHTS/CUBIC YARD - SSD
440 tts
pJ lbs
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5%
535 (treat)
]625 l-bs.
1405 lbs.
4 ins.
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Ticl<et No,-V-26484
Date l,13de 2-25-AL
28 day req'd strength 35OO Psr
Joi) l',ro .___ _F_159-Gg--_-.-
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Air Content 5-3
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Temperature 70 oF'
Waber AdCed
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Unit
l{eight
rurlcu. rt.Total
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Unit
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PSI
Break
TYPe Brea'l< Renarks
BC 25
26
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Ct4 - Conrcal l'l
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92,5AO
116,500
3260
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3-25-81
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Slump---2]-:- rnches
Air contenL 5.9 /'
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wat--er Added
Concrete Suppl ier-llountain l'lpbile
Truck No. 1O7
Ticket No. V 26476
-Date Made 2-25-Al ,
28 day req'd strength 35OO Psi
6"xf2" cylinder
No-
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weight
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Total
Load
Unit
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PSI
Break.
TyPe Break Remarks
Rrr 29
30
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143
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4150
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28 DaY
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3-25-81
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ot be resPonsible for 3nYat-ion of the test resurcs
Iti an--raroiatorY PersonneJ.
eVORIt TESTING
Irlorris, P. E.
I,ABOR\TORY
4A
CONCRETIT TEST REPORT
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cui..i1liAI|(; : r;nr.ir{r,I, i,(! si ii l!i6s
l,t.rLgl-.u. .it. irltroiit) lii'lllli:rs ,
i,ii l ti l: ir-it i',i'lol. . r*()?; i 'r t' 'i | '
:..iir{1i.;t. i,l
DeV() Fl li:
i i.l i. lttHt- rr: '
Gl:Ot r)Lii 1: fl:CONCItEiI'Fl TIiS't IriiP()ir'1'
It'( iJ ij t tl (, : l:o.:;l: $liltr'ii'-ir -: -'..:---::
l-: ;I;; -
,i t .r9tr .l' rl r f'r,, lill:;')--(;l;
'l't', ' ll t , rr Dn lr
-t
I
'i ir:.'orcr:t: Beaver C:reek Condos I.(.)cii[ i'-irt trl: e':t t]rrj-ldirr9- 9'- . f-oo-tc
-'J - ---. ---
,tl'-''.^i 156 . l i Reser\7e
1;'i .;., i. .r. , :(j(. (.," I | : i,.
a.t t i.'r I ;:l..itrr-:; ;i:l:t \:fi I
i ii;',.' .l r;;:
I irr: s ::'i l
RH
r.,lnV 1 A l^aiii!i'1 | r': l::tl
,.1 ,\ 7ir-.r/\ | r-^r-rA r-\ l-l- AUl l- | LJ ftr:f r: I 11J:
CCIT'ORAT!ON
I.i t'.rl: 'r'1l,CSi :
(il.i - C,..i rr i.c;al iloI L<rIr Lk'r-:i.11;-
ijj' - I'orr ical ;:ltq r-,..j irt: c; il.rr::ji'
'J Ji,r.?-lr itft:;ri,
FFao rr.
EH t/ T;(,"tr
'\,r
!-,,,r,.,. ri,:' i1....;rJi<.'-l
i i t.i /.l: q i: i'r. i'l(r'l:'l -i
ltt-
ucl-'rllA!lu - i;(..3.irti11L'J !l't. lr:'--5 t
r,(rt6L.u, Ct. f ,jv.lo{1i: SPtil}i.r:i ,
i.ii/r.l{t, -,i,iiii'l ii}rs , i'tOfi f h(}:.!i -
rp'r (, !- t I.i6 I fro.lli :irrliiliir'i
colict{EtIi'f Es'r }r.iit)Oil.'t
t.t
I
-1
t
!'r o -i :': r: t Renver Cr:eck Condos
--r.)i I r.',3P I 59r-GS
),r.r c:.'r t r ()rr .i f i: c t--Jltl-i- J.d 11r g- -tiwall., Li.nc G-1
.?a:i.-.i-c Hari iaoe
!'i l:,:nt-
i' r.i:iit:i- l,io, - \r'-j-qffj;
D: t e t'ii! c'l c -*-A--2-1- B-l 'fc-.rnpcr:ilt-u rc-Jr]--- ... ___iit -
2rl cla'.,r recl'd strength 3 500 ps i !iat--cr Aciclecl
.ll)7'Ctl - It-.
Uni t:
Sl-l:ess
lts -t Re':riA i:l''SCr"xl
BC
J,-."=..--'-. .,
i265Q I CM
I
I
3ooo I cPr
I
----:-:::-_.-:=:-_...5-.--::::'-!:.:.: j
1C1
't n?
183
184
185
186
187
]-BB
141
142
141
1n',
742
141
37'10
3i]2 0
40BO
4530
CM
ct'1
CM
CTT
o
0
o
o
2 Da1, @ 4-23-81
2 Day @ 4-23-81
7 Day @ 4-28-Bl
7 Day @ 4-28-Bl
14 Day @ 5-5-81
2B Day @ 5-19-e:l
Rrf serve
Rcscrve
i,;l . .l ,t r i 'i
l-i L' :ir ?l! l.
i
I
I
I
l
tr
F
I
a
!
I
i
I
i
I
lr'i .r,r! r',.r,.,l- l r.: i l! tlli'!
a.[..] 11.,' I ilr,l,.] i.'s i.rtrfl ",'j I I
ar i l..{. r' '.!it .\.t\/ l.'l g.,rl.: -
u r: c:.i]:
c_'1,: -.
i.: ._
..-.-.-
T,jt...-i:: i..,:.;i- 1; "-.'r--c 'li:iiti.l !i'i: r:i: r:i i1 :ng, ti:
",:ji'tr. i..i,':. i\,(j't (r.. ':'t. li.-'i'. i.l,l.; J i.cit!: l'.:
J.,..i,,., I t.,-:.,i: lrr'.'i:i:r':i ' Ti"L: '':'''iioi;'l'
1: i, r.., f.,rr.riri- i;.- -a ( : -r : i ) ' ) | I : .t i ' ! ' it;i itlllr
i'ti . -;., :i ..L!i.'i:.:.'i. l.!l':.' l -:: : ''-:';tt-[t:'
i.r',' ,,itri-'i r-lr:llt 1.,.!.;'.)).'i:il( ! r' : ':ji-;i')iiiiir'l
L.r i,i'..i, l.i; i)u,.'o itit'f iJ S.l 1' riiti r.,-''--:...'r'' i-:'-'i Jlft
(,.-: e-.o rq r,' i.,. tr'lr-) l: l: i ;-i. I'. i:.'i' y' I', 11 s' :
(,'r.rir i- c a.l. l.i(rl. l-al: Bl:eill:
Carrr i i: ;l I .ircj(.lt-.t! J t- C lir: j i.t ji
: ii r t :11: Br {::;rl:
{:Ol.OllADO: Cl)t Oil}i']f} f i'i:lrlGS '
PU z-: r:J i 0 , 6l.ii;l\t(Jli0 f i'i(;ii{j:i '
i,!rr\lItj Ji-'lir','r itl'r . [r(tii Iii{t51'
f/'r()il|;t\i : i((t.ir' ji;iliiiilr' . --.---
I
tt_
'i-;l:^ l-.1 l.J il t) I i':
ll!"'il Dr:Vortli.
I i::;y' t, rtaj lIi I l:itl:'
t- ...-.- -. Gt-iJt O G l .'r":;
COi:CRli'J'l'l 1'llST
,/IL,tirIJr\,. i\\,rl
, . ,1E1
.. l-r\i'.-ll .,.,ti',i !4t--
-L--J-. --:i-::-. -
.'tt)b l:ro 1e-11-9.99
'It,sL hi,_-.--_TqlI_--
Lr:t c:.f t: i.orr of gctBuilt'I,ro j ec L Beaver Cree]: Condos ectlqr_I-i' '.Aq -E. -F.g.qiter
Line E-13
Concnete Suppl,ier l4o-gnL3'-ilt-L4-9!i.-Ig---..--- Centeirt 'rvpe-- '-f I-
si 1. urnl:----* --3yr-- ---- - - r ti c I I e s
Dato 14.1(le--5J4=q.l
28 oarr req'd strerrgtll 3500 ps i I'\iater Ailtled
Urli, tI
6"xI2" cylincler I
uni.t
Iie i ght
ll>z'eu.fb.
l,1B
749
148
149
't-,) [: a .-l
T.cat1
126, OO
122,OO
I42,OO
168,00O
7 Day
7 Day
Re,lrarl:s
5-21-81
s-21-Bt
B re all
'l'l ' i":
St'.ress i
P.sI !lli:G a}:
22I
222
223
224
225
226
447 0
4330
5010
597 0 CM
CM
CM
CM
@
@
14 oay @ 5-28-BL
28 Day @ 6-11-81
Reserve
ReserveI.
!irolrort-i-oit:;:
Break TyIieS :
Ctt - Colic.:1 l4or:tal- Break-
CA - Ccrl'!ica1 .nggr:eqate Bra;:\',
'i _. !.ili e ar Breal<.
i ,rr I
tlc
tl:cr t'
'] i,t':;!(.' ! r i\.i
rqaii](:
oi.Y
;r: Ol.
C'
t;
r.'
il
a
1t'
;tj
l--
t
r."rFrcct. f{ IDeVORH IE Gt|rF.rnS' Ill'll:9lill-l
fl e6tr
It
'lHo#
PUEBLo, Gt.€HWOOD SPRIIIGS r
r-,R All O Jttl't$TtOi{ , HOrlTn(tgE,
Ll i liiii''Lt.-1.'':V OitE'i.'USTili\i
C;cor:g€) t). I\loi:r.'i.s;, l)- Ii-
CONCRE"IIJ TEST TTi]POI).T
Ctr i c.:rr L__li-rc-i l:-i-c-Ile i-t-Lqge 3B 159-CS
Te::t- bir_TDiI
J,ocit l: j orr of s ct-Rld-9----l-.-{-qol9r
Line A5
l'ro j (:(' i Bc(1vef CIejll!-qQIIg-SF
concrete snpp 1 i cr__I'Dtrnt ain-l!ob-ile--'.
Trrrcl< llo. ]n3-..._-------
Ticiiet No. V ?.74!.*
Dr.tc tla(-le 5_--l1L_
Ccrr'ren L T:yPe-_--IJ._--__=-.--
Slump 4!r ___%oF.Air Cot'rtent
Tetuperal-ure
I{ater: Irdclec.l
5B
2ti <1a1r reg'd st-rength 3 500 ps1.
6"x72" cyfinder
llo.
235
236
237
234
239
240
r42
742
742
Tot-.a l
Ioad
10, o0o
15, 000
126,500
3900
407 0
,t+l o
Brea.la
T.ype
CM Day @
CM 7 Dav @ 5-22-Bl
@
@
CM 14 DaY
28 Day
5-22-AL
5-2 9-B I"
6- 1_2-81
Reserve
Ileserve
tliili
t!litltttltttl
___ l____*. L_---
f iix, ProporLions :
Break TyPcs:
Ci'l - con ical. I.iortar Breal'-
CA - (jon ical .rrc_lcy l:cAaLe llr:eak
\t - Sitcar Breali
Firral rnyr.rr{: r..r i J 1 i.nel.rr,ic rl:rt:-r. t-.cr'
aJ .l qlil i nrier:s and rvi. ll be setrt-
af t-'cr 2? rla1z l.,r:call
T'l:esc+ t--ests vlere tnilc'ie accord5'ng, tc>
n!;+lll i;tt?'-, . AC t. or-- .ot:lte.r:, qpP]..1:1P1"
zrcr (.irr ijv t'-eit: tn..:tliocl . t'lr ]-:i I:lDol:a -
i6t:y i.,.,"ot. L;..-, rrespollsilr1e for any
Iii i: lttirii,i .rt- i-ort- c f i'l're it'*1' 5,'-;s;rr i t"s
rii,' "i,fi"i: itrtan I ai;oratorl' Pt::':;ortnt+1-
L l ii COLI(- Il ir\r O RIJ'L' E S T' f NG L,lrillOlVrTOl?Y
Geoi.gc: l). l"lorr:is, p. E'
COLOIIADO: COt.OnAD0 5Pi-r lilGs '
PU E AL.O , GL€ll!voo0 $t'fltilGs 'CNAtI O JUNCTl()ti , tJO:lTli(!'iE ,
5-9
Breali Remarl'-s
unit
I^7cight -'
lb,/cu. ft.
i:
CONCREIE TEST REPORT
',orS).
u/yolrlll0 : ftocK 5PnlilGl;
cli cn t--P--qg il t-"-IJl:r'r-t-qgg Job No.--- 3!ll=s2-S.s-.
--Test by--TDf!
Proj ect i',caner Creek Conclos;r,ocatjon of set*[t]$1-ry,l'' ()oter
FooLcr Line F
.r.nches
oF.
24L
242
243
244
245
246
147
145
L46
Total
Irlacl
115, 0oo
117, o00
34, 5OO
cl\t
CM
CM
F'i rrar l-- ei) j) ri l'-
a1..1. cvl i rtrle'rs
aft--er 2U claY
407 0
4140
47 60
7 Day @ 5-22-Al
7 Day @ 5-22-81
ta nay @ 5-29-8L
28 Day @ 6-12-81
Reserve
Rcserve
l'lix, Propor:tions :
Break TYPes
Cl'i - Coni.cal l'tort ar: BreaK
CA - conical I'.glgregat-e Breal(
V - Shear Brca'!"
Th e sc i'.o s t:'ii -
rvere mac'le accoi'cl itigl' l''o
i.iiiM ; i)i i ?i, . r'C' r . l;itic [;[l 3r'1],i;3;;rj ]"''
a (-l o rl r:)r t-ti:iI: IIli.l Lrr
i.i,ry i, o"',,)i' . lj: : i?"tlf; l]",:';] li. l:I,'ii:;i u t ?.: ::1,r c t- :: i: l:l tt -, i;o i-::;i:.' I:y, pe r sonne 1.b.,' r->l lte:r: 1-lritn rr
.r1i. 1.1 i.nel rrtle c'lata 1.crr'
arnd Yil-) be sent
l>real<.
sy,fli.'.."*
L,t I.JCOI;Ti - DCVORE TE S T Ii{G IIFTI.iOTTATORY
George D. lJio:rl:is, P' n'
C
",orO*l.nO:
Ool.oRAtlO 5Pa INGS 'i,uisr-o, GLEiI\Yooo 5i'nlrl(is 'ciaoro .iulortotl , u{r:ll'iro$F: '
Itreal< Ir-emarksBre a!<
TYPt-'
Uni t
Stress
PSI6',xIZ,' erlincler
l'lo '
Unit
t^leight
lblcu. ft '
r{\'6'4ff'*l'rl/ ttslll,'"ll;;CONCREf,E TEST REPORT [tYo r.ltNo : ROCti SPn tilG!; ----
I
t| E C i lYIl]'rijr\l Q3 i9B1
f"rt*,.m
| -_-- -----
--
l. Irro'i .:cl. Be;t\.'er Crc.r.: Conclos
Job blr.59-GS
Tc':st L1r___I!lL
I,c>cat:i'.)rr ol s;ct Dldg--_Ar- _Iqi,!_q-t_Line A-l
Concrctc Sttpp.l ier I'loul!ajl-r-.Uaifi-Le
--
Cc:tnetrt: 'l'yp(:-----'_f I-
I'rtrck llo. _ 1o3
Tickct No. v.27439
sl umlr--3-*
-
Jtr<-'hcs
Air cont--ent- 2 -B
D3 te l'lacle s-1s-81 'Icmpcr:atlrre -=66
or
28 clay re<f il strength 3 500 ps r.Inlat:er: Added' Z4 qqf]-ol}s *-.-
6 "x12 " Qrlirrcler
t\o.
24A
249
250
251
252
Dreak
cll -
cA-
v
I
I
I
t.
a
;.- LtN CC, t., iU
ll*'it nevorru
Li L;/ Lrl c lt{E EtiS'
).47
148
!47
Tota I
Ioarl
1lB,5OO
12O,000
137 , OO0
Uni t
St'.ress
PSI
42tA
427 0
4850
Bl:e;Il1:
'fy-Pi.)
cIl
cll
ct'l
Breal.-
7 Day
7 Day
14 Day
2B Day @
Rcscrve
Rc-: arks
@
\gu
@
5-22-87
5-22-At
5-29-a1
6-12-81
l'l ix, Propo:ctions :
Types:
Con i,cal I'lort ai: Break
Conical AggreEate Rr:eak
Sjhoar Breali
CONCRETA TEST RBPORT
Reserve
i lr.t.l r'r-'11;r r ['. .rri 1 1 i.rrr::1ir<-lr-:
11. cy) iutlers anci vi. I1- l-:e
f l--e r.' 2lt clay bt:eak.
c o Lo lt ADo: cot.onAoo fi Pn lrlGs
'll're:st-' tet',i--s; t".t: i:t: tnirc'le acct>rdinc1, 1:o
;iii't'l; i'iri,, t.(.'1 . or: oi:!rer: 'r1>pl i cirl'l':-ai;i':ni'1,
[.€.,:i t'- Inel]ic)Li . Th j-s- laborii"
Liii:r, i'.rnrt,:L l;c: respolrsil-'J',-^ tor atll'
j ri t-i-'r:l;r-i:1...:r.. i on of 1:l'rel t'<'si r<:sttl t:s
bi;' ;il;;t: -[ii:,; laucrat-orv Per':;ontreL
I
.,1 .r {' a
s c:trt-
Ll.ll COI,N'- i)eVOllE t BST f NG Lrl l-t CliA'rORY
George J). l'1or.r is, l). ti '
(
Ptt EtsLO, 6L€$lr0irO SPRttlGS '
GRArI O JUtICTIoH, H0llrHoSe '
Un it
I.le ight
11'l/ ctt. fE .
GEOt.C6lSt'S r,rYo Ll I t\to : tr ocli :i t, it I ll 6 5
e/
J<.,1: l:.-,
(-...,i )..\-... 1 ,a \:'rrr\l'
,.i 1 trni1t.! . 11...-. .- -.-__,-__._.-----_:-. f t'l r:!t e.:;
;
' .:. j. lr.'! .-.. *]i -:'.i?'.7?-
1 i'.;i i: -j -- -.-ir='1.-iii--
', t:r'.-l ': i' r--l.l 'rr'lnr.
cr -i, ..
1 l)ay O
Dav Ocil
cii
ci.l
14 Da7
llf] i)1r..'
o 6.-:18-3:l
(.t 7-?.':Bl
il.osal:vc
l?()s c !:\7e
:tl
trt.
I i:'.
':n4
_l !! i.
:11''1
I
I
I
I
'I
i
I
I
I
? t00
3 0{r0
/i::! 10
5- r" 1-$1
ar _7
t,,
' ll ,', , ',.,:1. I:?t'l: ;r ): ll rc;tl(
' ' , ':l a,:j.ii t' ,'j ni .) l.i !-crl:
. ::l:i' !l '
I' i :rll j-.tr).:1i.i--
a) i <-i'! ;:i.i,.)!:r';
ai !.cr: llii il.li'
t'i f i
iL! tai
Lrt:tlal:
i n r_-: I r': c'r-.r.r'il,i. i:e
tlt::r)l)i-l'i'
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t
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309
.3:r o
:]11
_l r i-.
L.'1 ii
'i f a
3:rO0 I ):; I
/: /1(1l.l
7 Darr (i C',*-! 7-Bl
l/r Dar,'. O 6-24--il 1
23 Dr.'..' O ?-il-31
Iac:..;c t:t ze
r.,.il: i.lrl,'.'".:
-.,i.'i r"i .l .l l,l:
l:,r: i:.i i.:
1 1r., ,
t;iii,i
I
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.l 31)'i-)CI,'l
\ l?r
Ci"i14r,O0O /i930
31?.
il t: c al: '':'''ti't::;:
('aI - i:'.,.i.: ; r:::1 llc>;:t--;!l: Dl:cill'-
('.i\, .- , i,::ii ;.t1':,: ,:. j.-il:cj l'.f (::.:il
' ''' i;t'' :'
1. j:i.-: i
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Jilr ; 'r"t tl t'::'t \"t\'t I ! i
i..i:,r:-:r_:.::_-"_:1n'.-:::_':..--4..,,=- tr,-,:ii:
:-T
I ^li1.j:.. I ..- ._ .. Itll.i i,"r, l:" g,''1-irrclci:l tli,rcilii' 'l ';.'c'i'rai I Si r'c::t: '
"l:''i:'::: Ii l.--.,.
-
i .tt;''c-rr. i-tr. I i.t:.=.;l I t':;l I '' i"' -i
l.=--=--.: -=='::-.:--i-=-'''*-'i'-." i'"' : -. '
i
i,," 313 I :ts i.z:,oo'l '?t1o; cti
ii t I | ,!
ii. zl+ . 1!',(, i tol-', ooi ?7 40 't' ci'l
i!:lilrii; l
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'ili!lill:
Il.)rcrvc3l(: i I i I i
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ai!tii
i '' . l-, ..-:r'.- )-!'.i ai'!.., :i :.: :: r' i;. j r..:-i'r: -.r | ..,.: i ... ..,..: t,ri l ! l:a: :.:..:;;r-
i 'r 'l I < i'i i rt'' : "'i: r\/r "t'
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i
i ilri.'l:1 .: 'i. - 'i l .r'i t lt'r-l'l::: :'-::.r'.':r
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i. L : ;: .. : i,: : i .:'.: ( t:1 t,'.i. i';.'j -f 'r-ii:'r'' f i"''-"1:' ;'!- (illl-
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3r9
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i I un:i.t I I LIIIiI'. I 'i 6">::t 2" qr,lincler: I t'leight I Tot-..=rI I fit:t:cr.l I rlreat; I
I ir". lll>,/c:u.ft.l roarl I i:sr I tl"pc' ir---.-_-- t::-1 -'---. --l-'-:--- -- l --: -.-i--- i-- -:-'-. -.-lI -- -' - -- --'-*-_t-' ----*i---- -i
[-rc se I r+'t I r:z , c;orf 4 660 | ctr Iiilttlse | ,r,n lrrr,.,n,f 4680 | "* | ,oDav@4-e-BL
60 | tt,t lt=r.'.4 4670 i "*, I ,'D.y o 4-e-s1
lliri irliillli
Irllii
Tl.rpc: j srea)<Remai:li s
Ilin:rl. rr\port r*i J.1 it:cludc c'lata for:
a1J cyJ .i tr<ler:s nnsl rvi I -1 bi: s;enl:
;ritcr: 2ii (liiy hrcal<.
l'lres;e i:cst'-:; wct:e tnaile acco):d:'Lilg'. to
A'si'i'{; PliA' n(lI. or-' oi-her.api;'i it::ablo
If l=itLy '.-i:irt in,:thocl . Tlr j s Iitl:o:'-ir-
t:irrv ca,tit'lrlL Ile resjporls il>ltr f '-,,-' arrrt
i.nt:-et:ltt.'r.,l.irL:iotr oil t.he Legi" i''(:sjtlJ 1:s"
6i;";tti;;i: ttrin Iabcratorl' Pe1::;i--nnei'
T,II{COL}1- DCVOILii TnsTrNG l,l\itol.'.:; onY
Gec,:qc D. Ii'.';: r:i.s, 11. I'; .
(_
Rrcak
et,i -
(lh -
TyPes:
(ir:r:ri cal. l.{ortal: Breal(
(lcri-r i..i a 1 ft.rc.J r: r:g at-. c Brea](
filic;ri: Ilrc;ilr.
Hi>:,P:coportions
C
COI.ICRfiTN TIIST RNPOITT
e
€
Job r'ro. lts*-cs -*Test try 'll, & tDH- - .
I.,ocation of set-I3j-tg:: -*-
. iJ-'!,5 i:
Concrete Supplier t.tt= ar --, ; ' r'' ' .Cemen
SlumP
t Type
Truck No.F,l. q
--InchesTicket No. \t ?65tr7-.. -Air content
Temperature
Water Added
%oF,
psi
6"x!2" Cylinder
No'
unit
Weight
Lb/cu.ft.
Total
Ipad
Unif
Stress
PSI
Brealc
Type Break Remarks
70
7]
72
I43
1r!3
I31,50C
135, OOC
4644
nCaO
ci4
c14
2B Day 4-9-8r
4-9-EI26Day
iieservs
Mix, Proportions:Final rePort will include data for
all cylinders and will be serit
after 28 day break.
These tests were made according-to
A'srM; PHn;. Acr. or -ottrer. "ppl:9*19agency test method' This rabora-
t5rv lannot be resPonsible for anY
intbrpretation of the test resurEs;y";t6;; -[fr i""ruuoiiiorv Personnel
LINCOLN-DeVORE TESTING LABORATOR{
George D. Morris, P. E.
zv,l.Unoon -, ilt, ' ' JuJ /.
Break Types:
CM - Conical $ortar Break
CA * Conical Aggregate Break
V - $hear Break
CONCRETE TEST .iEPORT IH\b'#u"oo#JlErdt rrucrnEER$.
GEOLOGISTS
GOLORADO: GOLORADO gPRT$Gs I--l
PUEBLO, GLEI{WOOO SPRlllCS, I
GRANO JUilGTIOt{ , UOilTRO3E, IWYOHIIIG: ROCK SPRI$GS
.r1 : ^^L l):r-i Fi.. :.;,1e i f ;r.i-Jcrjr r...r _f_3_1_59_G_S----
I l'c:;t !:;y{!Il, S!
l-r;r:, r i: i crr, o f se L*l'oo-tqr:. *i,'l;'.q- :Q11
?icket No. i 26670 - - -- - Air cotrt.cnt' 3'2 Y".o*
D3r_e }lacie 3=20-31 _ _ Tenperirl-Llre 78 - ..-.- t'.
28 day re<i,d strength_ 35OO _ psi VlaLcr Ailr,lc<l-
Arrr,''l ?rr nrzl i nr'lar
I\tar
Break
cl4 -
C,A -
V
Breali
T./D(:
75
76
77
78
L43
1AA
744
743
TyPes:
Conical Mortar Breal<
Conical ^P-ggregaLe Break
REPORf
3820
.
JdO\J
4460
518O
7 Day@
7'Day @
i-4 Day @
..28 Day'@
Reserve
Reserve
CM
CM
CM
CM
a-u'7 -A1
'r 1 i;r'
, ^ .!1.l- J-a).r
zl-l-l-UI
t!ix, ProporLion-';:
.
REGPqv
5
(\
"?R?019s1
P%':fe$,*;R"
all. cyli trcler:s ancl will'be seni -. -'
aft-er 23 riay break
:i:'
Thcse l-ests vere made according. to
isrlt, i)liA' Acr or.other- ap?lJ::itnre
a(-ni:y t-est method. Tiras rabora-
torrt lenn,>t bc responsrtrle for any
intbrpr:,:tation oE the Lest re:;utts
;l;";tH;; - [r:'i"-- L auoratorv personneL
LINCOLN.DEVORTT TESTING LABOR}?ORY
GeorlJ3 ii. l'4orris, P" E-
I
I
i
r.reight ! totat
lb/cu-. fz.l Loacl
tu,,
CO1TCRETE TEST
.&-Frjq.-':(tri'FirttI* $r*r't+ra.f:4'n{:'_7t5 i:.'r: ffi
&
*n -Jc-
Job rl() .-.__38159:GS_
__ .*I3..t l,],_EQ-'_Jdlt=.--__----_--
Project BeaveE Crcell C_onclos --- Locilritrn of s;et Footers,-€.ltad-:--
---I,grg--q:-l
ar.tm.r Y\ + rI\trt/-
' t ' a-v+
S iurnp-.- 8.,i -f nches
Air Ci)ntcnt a-? ?1
TetnPc:rat-rrre 76 oF,
water i\<ir'Ied - - - -
Concrete Supplier lloun!g-r::-!l:.bi1q--
Trrrck tlo. 103
Ticket ito.. v 26674
Date l"lclcle 3-:20-81 --28 day req'd strength 3500
-Psi
6 "x12 " C]l1inc1er' No'
unit
I"Ieight
1l'' /r-tt ft'
mnl- :'l
Icad
Un it
Str:ess
PS1.
fr rF' :I1.'
TYPC Break Remarks
79
'':
80.
(l.|-
B2
83.
,84
143
J-43
1/?
143
103,500 367 o
3590
427 0
4690
c!1
CM
CM
CM
.7 Day
7 Day
14 Day
28 Day
3-27-gl
3-27-e.I
4-3-BL
4-l-7-AI
@
@
@
tg,
Reserve
Reserve
101,500
120, 500
732,5OO
Break Types:
CM - Conical l"lortar Brealc
CA - Conical Aggregate B:reak
V - Sltear Break'
l"tix, Proportions:
t
RtrCEqVED
APR?,01981
,"8,:l"rf,T;,F:"
Fina-l report vril.l include clata- for
all cyJ.rnders and wilL be. seht;
after 2ti day break -
t'hesc tes;ts vrere m.tde aecording. to
isTlt, PIIA, ACr.or oLher applicable-aiqency t:eit nrethod. This- Iabora-
L6rv cannot be responsible f'cr any
irrtbr:r;r:cLation of the test renurts
nv orhi r: Ltr.ru ,laboratory persopnel;
LINCOLIi_DEVORE TEST ING I,ABORATORY
6s61'c.Je D. I4or:;is, P. E.
i-nnnv,/NML{-
C
COI'ICRdIE TEST REPORT
ffi:Lffi'tcot"-51,1lll-i oevonr
I l*t'J en G tNl.f R5"l--- cEoLoGl Sr's
COLORADO: GOLOiTADO S PR ItI6 S
PUEOLO, GLEIIrljOOO 5 Pfi IiI 33,
Gir Att D JU CTtOIt I HOrtTBcSE,
\|JYOfdtHG : flOCr( SP rilc:i
L
\,-
t'
ED AYR2 t 1gB1
r-1 i.n,- Pacif ic iieritage -Job lio.. - 3.8159-GS -Te-"t lry_ D4F
Loc:rt io;r oi se bStem I'trall, G-li,
:# ry-6--!1'tineA - -
ir::.r=. -:=='- .::: :::===:-:-:
I concretc SuppLierltqggLein-lt-o!.il-e- cement 1':/pe-_-
i i-,.'..]" n^- *99 SIumP. - nk Inches
I l-.;- Lrl-r! r'iv. -._-
Iti"Xot t:o. v-zf)677 Air content 4'5 --%
| ;;1" rrua.
-
g-2.3=81 --_ 'renperatuxe -19 - * "F '
r _-" .- - a-1 -jI Zg aulr req'd strength 35Oo * psi r'Iat'err rrilde'l
-
6"x12" cylinder
' No'
Unit
l.reight
tb/cu. tx.
TotaI
Load
Unit
Stress Br:eak
TYPe Break Remarks
85
UO
B7
BB
s9
90
I
i
i
141
141
IIL Z
742
32IO
3l_00
':.I
367 0
4290
,cM
. "cM
:ilr. l
CM
CM
7,.Day @ 3:30-81: ..
3- 30-81
4-5-81
l' r "-
4-20-BL
7 Dat@
14 Day @
28 Day @
..Reserve
Reserve
tlix, ProporLions
Break
cM-
cA-
v
TYPES:
Conical Mortar Break
CcnicaL Aggregate Break
Shear Breal;
LT},JCOI,N-DEVORE TASTING LABOP-{'IORY
CeorfJe D. Iulorris, P- E.
data
sent
CONCRETE TEST
m;LlFJcoi-Filli- li oevr:REli5:,r' rlt e rtlEE;is'L--_ c E.o LO G rs'r'S
coLoRADC: COLO R.a 00 Spnrlrr,s,l
PUEtsLO, GLEI'lwooD 5l;:liln5 , I
GRAIt O JUi{GTlOr.l , l,{ o rr i' .:I o $ i: | |vlYo IFIG: nocK S Pii l ilG:i
L
;
i
\*.
L,
Ntt l\srr'
.t,esL ]_iv_
I,ro-lcci: Ile_aver fjt:.*l< Condo_e_ Ii:lr--':rl'.'i Lrr'
;;;;;;';-*;;; ;;;;
Truc}', |lo.- 1O3 SiurnP :
Ticket llo. V-26C'80
--
Ai.r coni
Date l.lacle 3-? 3-81 TetnPerirt
28 dal' ::cq'c1 strengtir 3500 psi l{ltcr: l.i-
c I i e r : t -!:S r€lg--'1! =tlfS--gf t ,-Tol) !;.) -___1815_g:G_s_
r o[ seL Line D-G-13
f ru----r1' -r .-h esl-.1-.--._=.-._-._--
6n +- < tr ol
1r-\ oil.(rle /u _-_ r.
I r'l r- il
6"x12" Clzlinder' No.
Unit
I^Iei-9irt
'I l.' /nrr f {-1p/ vr'. -v
Total
Load
Unit
Q+Fc\cc
PS I.
Breal(
'I'yPe Break Remarks
.
BC 91
92
93
94
95
95
139
139
139
139
101 ,000
l-01, ooo
103. 500
131 , 000
3580
3s80
3660
4630
CM
CM
CM
CM
7 Dav @ 3-30-81
7 Day @ 3-30-Bl-
14 Day @ 4-F-eL
28 Day @ 4-2O-8L
Reserve
Reserve
Mlx, Froportions:
Break Types:
CM - Conical Mortar Break
Ch -. Conical Aggregate Break
V - Sh€a[ Rreak
Iina] .r:eport witl . includcj c'lat.a for
at1 cyii-nclers' and will be sent ,.:.:'
af ter 2tl clay breal<.
These. +;est-s vrere made accorcling, to
i6iM; Ftla, ACr. or other aPPlicable
h.lcn6y Le6L method. Thig- ]abora-
torv cannot be resPonsible for anY
intbrr:r:etalion of the test rGsurts
Uv-otlrer: Lhan laboratory p€rsir)Dno)-
LINCOLi'T-DEVORB TESTTNG I,ABOIL\'I'ORY
George D. Mor:ris, P. E-
COI'CRETN TfiST REPORT
;;LINCO[*Fi
!.:l\) nevonE
tre |J/ EilG lilE Etls'-.__ GEOLO6t5r5
COLOn,{OO: COLORA0O SPRiit€5 r-{
PUEgLO r GLEfI[VOOD SP;tltlriJ r IcRallD JUllcTlofl , t,lor{Tilo:jt:, I$rYourH6: RoCK SPfl {flGs *_--
1n'l qq-cs
'I'e5;t i)v
Concr. ;,: S u pp I i e rl'1Al.1r|,-tairL=t(Obilq-.- C€llrtcr;l {-:'J'ype--
Trucl< i;o. _--9rq . sluliu)- B 3/4 rnches
Ticket i.lo. \t_3liL--
Date lladc ?-2]=I.]-_.-_
28 clay req'c1 strength--:500.------* Ps j
Air: (:ontenf
Tempe r:r'l--Llre 70 "F.
\n/A t(-'r ,''.-.111e ,;l
6"x!2" Cylinder
. lTo.
99.
L00
101
Brcak TYPes:
Cl,l - Conical I'iortar Breal<
gg - 6'oni.ca1 Aggr€'.Jate Breal(
V j $hear: Break
Final ::eport will includg clata fer Ial1 cyJinder:s and vrill be sent .'- ,lafter-28 d.-ly break: ' ' ,:-.'
These tests vrere made according'to
l8ixa""tr;."s:.n:.?'nfi fi 'suli*3l:1" 1-lr6rv L.lr:not be responsible fo:: 3ny Iini6rpr:ctation of Lhe test' result's Irii';iH;;"Ir'iil" tin"i?itoiv personneL
I
Break Remarlcg
l-02
],,INCOI,}T_ DEVORE TEST]:NG T,ABORqT ORY
ceorcje t). Morris, P. E.
L,
(
f{
It/
I
1
.. *."-"--J*=gi.r;;l-.*;--*=-_-;' e,f;I,i -- --t*1tlr=os --- . - -
__'RgLt__
- 't'r:;t: I'y_.P3!'--
proi:c:t lJecLrrel C i:e,e'lr- COnclOs " f-,lr:rl,. ion o i- set Line F, G-:6 clr -
_ _ _g
concrete Supplier-;!lr!tl&91f} -ltQj?lle. :- * ciji1reirt tvpe"- - --_
Trucl: 1,.-o.
-
14,3'-.._-----._-.-*- Sltrrni.r.-. - I -f nclrcs
Ticket No. - V 26qC'-i Air Content 5.2 --*--%
Date l4ade 3-3.i=iJ7- L'ertrl)crat-r'rre - 7O - --"F:?R rl:rr *ocr'cl streng';h- 350!- - -psi Water .itldccl'--_
6'txL2" cylinder
No'
-;J;"-I.leight
Ib/cur. f L.
mnl-:l
Lo acl
,Unit
q{_1.ercc
PSI -
IBreaK
I'Iype i BreaK
l-03
104
105 I
106
L07
108
1z!0
140
1/|n.
740
111,.000
l_10, oo0
L25,500
139,500
, 3910
3900
4450
4920
7 Day@
7 Day@
14 Day @
28 Day @
Resgrve
Reserve
CM
CM
CM
CM
ilix,Proportions:
I
!Break TyPes t
i CtA - Conical llortar Break
CA - Conical AgEregaF-c Breal<
1 V - Shcar.Brea}:
Final- re1:ort rvil-1 inc,lude da{:a for
all cyl inclers and will be sbntr '
after 28 r.lay break. '
These tesis \tere m99P 1"99IEtll1-l:AS,IM, Pfl/r, ACf . or other apprt.ca.ore
a.lcncv t-er;L. rrcthod' Tir is- ]'rbora-
t6rv -cannoL ]rc r:csponsible for 3t-tyint6tirr-"Lation'of Lire test results
b;-;tfi;;-'[[in- rat orator:y per:sonueL
I,IT{COLI{_ DCVORI] TESTTNG LAROR\TCiIY
Gear:ge D. I,1orris, P. C.
CO}ICRETE TEST REPORT
f* Ll,q.lCOLl'jIfi\uevonr
I ilsr./ THGtNEET{s"oroLoGl5-r$
COLORADO: COLORADO S Pft IIi G.;
PUEBLO, GLEII\,{ooo sPl?lfJriS ,
GnA$lD JUnoTloil r tJotlraloSE,
['iYO],llNg: floct( 5Pfi l,'l6s
e*? :il3ll * _--
..
.i
.'.
:
-. . j,
': j
:
(
t
I
i
L
-REil)-Es 3s.3ji!11
pc
I
I
I
I
I
I
I
i
I
I
i
6,,x12,,erlinder' lio.
tin it
f .:I.5 i .rlr I
lb/cr.r. ft.
Total
. Load
Uni t
C l- 1-,.. c c.
PS I'
ii].'c ail(
'iY1:t-:
.L2L
L22
123
124
-l?<,
r-:t)-
lAA
1A,1
.I AA
111, 000
106, 00c
126, OOO
142, ObO
.l
3930
3740
4460
s17 0
CIvI
CM
CM
cI"1
7 nayQ
7 Day@
14 Day @
28 Day @
Reserve
Reserve
4-7-AL.
4-7-BL
4-14"81
',
4-28-81
lul i x, FroPortions :
.l,T l.tc:crl,N- Octr(lRIi TEST TNG
GCOf ir f;.: lJ,
I-l\f .
.T..AROrL\.TORY
!'inal r:cport- w:-11 incluc'le clai.:r for
rrIJ cyl it:.'!ers ar:cl r.ri. ll be scttt:
af tcr Zil clal/ ]:rcak. I ' : '-
'l'il e -* e t-.esl:s v'rere mztcle according. to
:,-s'ir"r. PEiA. Ac-i. or ol-her . appIie abIe
acrr:ni:V t.trst methocl - f il 1s l:ti)ora-
i-6.,i'ir*""ot be respons'ible for: any
inLi:rpr':tation of the test ri:'r;rrLts
rly- " Lfter: i t'tan Iabor:atory per.jcnnel'
Break
ct4 -
Cit -
TyPes:
Ccnicaf Mortar Bi:eal<
Coi.Ircal Agqregate Break
Sit cl; r Rf e c11:-tl
CO}ICRE'IE TEST
r.*,""_- L I ll c {) i- il
| ',i*',) Devo ilElilr/ rruGtttde ns'GEOt.O6rSti
COLOftADO: Cot-Ofi A OO SFi ii:;S,-T
9U€SLO r GLgtlgiOOO $PRl;:ii;5 r I
GITA D JUIICTIOTJ , i.i 0ll T {t r./ t :.: , l.
u./0 +J I i.l6 : ROct( SPitltlcS
i-- .- :'
.f
--*e
C.l ielri- gaqif.ic-tie:ijage -.-- --- --. Joll l'r11 . -
!r r o j e (' t __tt eAy_e-f,_ g,f(lr}_ C.-o_I qle-s
\-
Concrei-e Supl:liel:-.MOune.ai.n-Mobile:--...--- (lenl(rnt' 'l'vpr: -.----il.--.*_- I
Truck l,to. _ lol_ .- Slunrp-'----__-&--.-_---. --.Trrches I
Ticket No. . v- 26973 Aj.r ConLent 6.-Q-* zL I---'----- t 1;;;;-;.;; -.-: .- ;:- -- :-:]' r.*po'nto'*-..'__-ttr9- - *,-:.. -.- n I
ie Ou5, tuq'.] "li"nSth--]j9o --
psi- water ArJclerl-t,'
i,r'Lat I stress I L'rreali Ir-oad I rrs.t | :r1"'it,-' i nreal< Reiliatt'.s l.
.7O t 142 lg/,ooq :++o:l uf'l ; tDaT La'.zl-lu-ur ..,i.:,,t' I t | .i i i.:-;,
L7o I t+z I e7,oo4 3440 | cM i TDay @4-28-Bl- . I':
" .Jr7:- i 14i ftl:,ooQ 4010 i clq I t+oay@5-s-81 .-,t,,,.tllll;_^-.1',r72 i t+r lrze,oo{ 4s4o I cu I za oay @ s-1e-81 t.I||II, I t r' r : .l ,',L73 i I I I I Reserve :, ,:,, i,i,i I I i | :'i'.774 i I I I :Reserve '''l:'i '1, I i , '""- ""
',' l','., l l , i " ;,"1.'l .r,
i
I
-l___
,-F'i iie. l. 1-,.i:r:l:! 1'1i 'l 1 i trr'-'l r.ii! l ,.'.-ri.a..' 't:'r'i [ .
I all. I cy I i.n.lers' grrr4 i'/il.l.r i:,el se;:rt- ', {,
00 4010
tcr--\.' (,rr-ral'.)L l-)i- f eii)crrsi'ij't t L-'r ;r'tlY Ii "- i '-t' t ' ''rt-:rLr"i)rl ci 1-:{ig t ('l:'i l''?s!l}t 1: I-l= i':tl t '' i;t sL;'i:rl ci l-:{ig t ('l:'i l''?s!l}t'i I' 11"' rrl-ftei: l- fre'in I tiL'ol:'-ri: ct:;r it{'r r-onljeJ" I
i, I l'
, . b'r' ill:lrer.: {- fI;in .t iil)ol:.-i1' c tj?
'..1
ILl i'i'(:i.ii;lj- i:'rv(itiii'fEgTIt'lG l;ir-|.;'.ili.:t'J;iii: I
Br:eak l:ypes:
CM - Conical Mor:t;rr Brelrl.- ' l
CA - Ccnical Ac;qr:egate it,r'"lali 0'r rl z\ ' , il
. I r I'-":-*"
nt i$lr+ | cJr-ooaoo: co.ofta0o srn-'re s '-{l
cor,rcRErE rEsr RErroRT ll ilT P-o;x?,fl5" I iHiflb";,1llql3f:'",i;i;':":".i" llIt: -- - e gor.c'ot sis ! wYoutrto: ?rotl( silRlhG:i -- -' {l
.,I
t
Truck ro, 101 Stump--*-B?z* - Tnches I ';
Ticket Uo. V 26979 - - ------- Air Ccrntent-5'-9---* ---=': 1',.Q6 I i
Concrete Supplier:- MgunLa..i=tl.-$-f]:-f---f-g-..* Cenr:tri' 'r-f93 ---I*I- -::;- [ ,,
nate uade l-2t-er -
TO'EA I
fc arl
Br€rali
'l)rl)e
1
181
182
183
185
14I
142
1/4'l
L42
.
142
CONCRETE TEST
HF r^ r rvlli'AY 2 01981
,'-:l i A n t- j-eqlf-f-e--!19.i.1 qrlg €: .. -Joh rrio
Tt:st bY.-
I, r o j e c t B e-1vig-91:e e.{*C-qllqgg l.ocat:iorr of set Bqil4ilg-9 St-e[:-
wall, Line G-l
concreLe Supplier: Motrnt- il.-Sqb-llg- cemetr'c Tjr'pe----J
Truek No. 98 SluntP 9Ln
Ticket No.v 26983-- Air Content 3-3 -
Date t4ade 4:2!-gI 'I etnPdrature-q1
rB9
190
l.91
]92
l_93
l.94
195
L96
Pi:oPcrtions
r44
143
]_45
t44
744
L44
Unic
Strqs s
PSI
3160
2930
4060
4A20
4630
5150
.Ilr e elr
Ti:5re
CM
CM
CM
CM
CM
2 Day @ 4-23-81
7 Day @ 4-28-81
7 Day @ 4-28-AL
t4 nay @ 5-5-81
Break
cA-
v
L
TyPes:
C\cnica] I4o.rtal: Rreak
Conical Aggregate Bre';k
Sliear Bre;rk-
Ge(trq(] i). Frolr:i-s, I.). E,
.!
.
frEC E lVED.,uri c3
Job No- 38
Test bv TDH
location of set-Bui_l-jllqg-Er -atem-walls Line A
C I i e n t -. -1.'.a-c-
r-fig-H e -fi-!.i ii {l- l
Pro j ect_Rea';l t--
\
concrete Supplier-jlqunlgn .l!gbilg-- Cemen
Truck No. lo4 SlumP
t Type II
7 3/4
Air content 1.9
,---Tnclres
?icket tto.-V-272-o7-
Date Made
28 day req'd strength
Temperaturepsi. water Added
64 or.
3 500
t-.
&-,
-t--cl ien t pec Lf-+*c--Sg!,' -..19.e--:-- -
Pr o j e c r;-Q e av e I:--g; g-el!-q elqqs-- __--
-+-a-
r ::=:=:::* :_-=-_=:::--::,-'=-====- ::::t:::
concrete suPplier I'loun!-ai-n--!{ab}]g--
Truck No' qq -.
ticket No. v- ?7 21 t. - .
---..r---_-+
Date Made 5-LB1 .....----_
28 clay req'd strength-3llo-Psi
Job ilo._
Tesi: by
Ipcat io
v_el]",E:
Cerflent
Slump-
Air Con
Tempera
Water A
-ffi'
* --l-D-E- - - - - - - -:. -: -1 -n oE set Bu!!9i"g-i -g!e[:9.A&BLine
==:=2:=:=t#:
::.-.._--1 t' _r::+
Type - If
-BL - .rtrches .
tent 4.7
----tY"
ture 65 -.-.-oF.
dded-.---- ,
6"x12" cYlinder
tI^
unit
Weight
lb,/cu. ft
Total
I.oad
UniU
Stress
PSJ
Break
TyPLr
BC 203
204
205
2A6
207
248.
I42
742
I4L
142
1 14,00
110,50
128, O0
729,50
4050
3930
4520
4580
CM
CM
CM
CM
l"lix; ProPortions:
:j
Fina.l ::errt
al.l cYl in,
after 28
, Thes': tes
A5'TI"1, llIA-aqency Le
tor:Y cann
in l-.e r t: r er.:
bY otlierr:
LINCOIN.D
George D.
n
BY: l,E)Ar (
CONCRETE TEST REPORT
H;Lf NCOL${
I H-b Devo Ft E
IEUgY eHctt{EEr{s'GEOt.OGIsTS
COLORADO: COLORADO TIPF IT,GS 'PUESLO, GLEil$OOO SFRI}IGs I
GnAND JU$lCTlOH , OllrRoSE I
wYoMtilG: RocK sPR lll0 s
BECF
::. .
cf5,
Cl i en L Jrl-S.'r ii c -ll :14-L?g*-t-i:l..l;"- frff-r-sr--ssTest by___TPI
Beavar Crqek Condo_F Ix:cal-ion of set.llullgi-St--E i' I'gI*ProJect.yer!:- Ll_te_A, Noreh-ai-.F ---
139
139
1.39
139
r
BE C t, l V[;) vv,r-03 lgBl
cI i* Lj>acjl jgl,S'',:1.i t1ggY_-
.ttrtt-i,.,t-,- Beav. r C i:ce-1( Cotr:los
--.---:---:- - ;=_-,a .-i-=:.===:=*==:-:t::--:='__E:
Concrete Su:li, I ier Mounta.LJi-!l9-b= Ie
Truck t'io ' 99
Ticket No.--J 32.15"*_.-.-..-*
nafia t riAa 5-1-81
28 day req'd strength 3500
Job lio -
Test b1'
Loca l- i o
--Y.?-LI-r=-_-=--:=-_=;:::-
Cement:
SIUmP-
Air Con
Tempera
_psi water A
-KTDH
n of setBuilclinc; i) Str:m-
-F:-9--
TyPe Ir
B 3/4 Inches
tent 5.o- - %
ture ?O oF,
dded-_--
6"x.L2" cYlinder
No'
unit
weighr
lb/cu. ft I
Tota l.
lFacl
Unit
Stress
PSI
Break
TyPtr Btreak
215
216
277,
278
2L9
220
BC 139
140
140
140
95, 000
90, OOO
115,000
130, OOO
337 CI
31.90
4040
4600
TDay@
..'.
TDay@
-\".:
14 Day @
28 Day @
,.'.:
Reserve
Reseive
'{.....
'9..-:'j
-''
,
.
CM
CM
CM
CM
5-B-81
5-8-8I-
5- 1s-81
5-29-Al
.''.|''.I:
. ' ; |-]::.,
rinal. report .1i..'l--'1. : incluc'le daf-a,
'f
or:
rIJ. cyl j.nders and, r+ill tre sent .
ifter 2u daV brdal<. :'
l!qi." ls:tu.*g':-*:ffr-:"::Iq+lg,,t:
Mix, ProPortions
Break
cM-cA-
V
Types:
Conical tlortar Frea
Conical Aggregate R
Shear Break
l
tSliia"'''i33 t''Xlttio . " "ii'' ii- r Jl'oia -
i;;-;,;;;; t; resPonsibre- for anY
i;li.;;i;iliL-lc[ of trre tes;I results;;";ifi;;"[rrin riroiitorv personneL
LINCOLT{- DeVORE TBST lNG I,I|I}ORF.TORY
George D. Morris, P. E. l
1.
reak
Tl \/
cOi,IcRErE TEST REPORT n4b'Jo"o"*[-lkd/ rHcrneeRs'-.* cf or..oGrsrs
OOI-ORADO; GULUfIAUU :trH Inlt.) . I
PUEBLo, GLEHWOOD SPfrltlOS ' I
GRAIIO JuttcTtoll . Mo TnosE I I
wYoiitt{6 : ROCK SPAI}lGs
\
c I i g n c --'D-19i .r: -c- 4eil-q-qS9-.- - - - -.
,Jol) No, 1.9__15 9:-9_S
'gTesc bfr-.--Pi
lr ^-.-.r-.i ^-. ^f aa
I -b'tlg:::T:l1l
r
I.oca t i orr of setgqi-!{i-Jlg-F-,'.,Eg.g.!-ernro j e c t-B ggYe t -gis.e}-q g.qgqqL Line E-l3
concretesupplier-Uegf l!.9-in-]!p'lc--I-l-e*-.=--
Truck No. 1O3 .
Ticket No v 27427
Date Made 5-14-81
28 day req'd strength 3500 ps1
C€nrrllrt 'l'YPe--- II*
Slutnp-. B --.-*-Itrcbes
Ai r content-J-=0-----
-- ---1"Tertperature---5-9- --*--.o!"water Ail<led
h...
227
22A
229
230
233
234
)44
145
t+a
145
745
r46
ii
II
I
Unil:
S.bres s
PST.
3320
34JO
3660
3680
4510
5400
B t'rl,--rl;
fyPn Bre alt
iE
CONCFETE TEST B'5b',$-ff#
lAf,Eg ENGIt{EEfls'
-
GEOLOG I $TS
ooLottADo: GoLoRADo sPR tHGs 'PuESLO, 6L E l{l?ooD sPSlt'lG9 '6RAltD JUtlcTlSfl r rto$rRo5E 'wYoftilil0: ROOft SPRIIIGS
F
.
, n-ai f i 2.. ll.rr-i l- actrs.r| .r carr? :;!Lr-r\- i:-:--j _":Y-:a__
;;l;;;-sci,Ew Ge"il treaEment P r"n trr t, J r=e !--__:-.j:-------
Test by--
I,ocation
B-10, F
lJl\.t' : i'
o f set-E ld.g-:- E-s-!:';i''":a1 1 s
Line
concrete supplier }lotttaln l'{ol>i le cernent-. TirPe rI
Truck No. --------4 StumP- 9L ::iches
Ticket No..v 27655 Air content 1;5
Date l.lade TenrperaLure----!5
29 clay reg'd strengih 3500 p5r watel: Addec'l
6"x!2" Clrlinder
Un it
Irleight
Ib/co. fE
Uni.t
Stres
DqT
Total
I,oad
Break
TyPe-Break Remarks
253
254
255
256
2sJ
258
742
'l-42
142
]-42
lo7,5O
rr2,50
I23,OO
147 ,'OO
38OO
398O
4360
5190
CM
CM
CM
CM
@
@
@
@
tlll,__1,.._
l,lix, ProPortions: :!
Cylinders 257 & 258 werd given
slts'oe cylinders. Because of
up, the reserYe cYlinders are
by an A.
- l.al]lia
sent"
to two
this mix
f ollowecl
Break Types:
M.\P+ 2r Rreak
{ U!Y.l - -L.\-'rr4vg!I cA - conical Aggregate I
\.'j v --'s]-rear Brea!<
]reak
?oRl.'
*,L)
-.*'.*---_
CONCRETE TEST RE
coLpf,aDo: coLoRAOO $Pn l:lcs ,-1
PUEBLO, GLENWOOD SPRtrl'33 ' I(,ffAHO JUllOTlOri.ltiOtltRO9E ' I
WYOMll.lc: ROI;K $PnlNGS
-----*l
t
t:
1 !e:',
9-GS
t Plant
Is;oe v,t ____=-_-=--
Local,ion of set B1clg' E-'s!9T':i.rr
F-12, F Line
rcncrete supplier I'lQuntain YQb.}]S-_*-CemenL TYPe II
Truck l'lo.
TickeL l:lo.'-#:i- re:nperat-ure-_5--_-.-.--*'V ?7 ()69
Water Added
257
t>6
259
264
2.6:L
141
141
141
T4L
7
7
Day
Day
14
28
l,lix, ProPortions :
:
srump-- ,9h*- - -, ruc:hes
Air Content 4.9 * -----iL
Dale tlacle * -1-31-BI - - -: -
28 clair req'd strength - 3500 .._*-Psi
I
I
.
Breal<
cl4 -cA-
.v s-lhear Break
col-o8ADo: GC|L0SAOo sP;{ lfl65 r
PU E Bt-o , 6LEt{ltlo('n SPRltldS '61tI O ,JUltGTl0ft t lJOll-ittD'rtl '
bYYOillNO ! ROO$ SPtII'ct65
Cancrcte S'.rpplier-filpfFin }tobjl-e-*---- cenent- Type-Ir'
Truck l,:o. cls SlumP.---B-3/4 -- Ii.rches
Ticl;et Tto. v ?'/67J - Air Content 5:l--_-'-%o-
Data lUar.l ?5-7.7-Ar
28 ciay rcg'd strengt-h 3500
Temperatnre 69
VJai-er Added
263
264
265
266
267
264
t_39
138
139
L39
CM
CM
7 Day@
? Day'@
.L4. Day @
28 Day @
Reserve
Reserve'
6-3-81 :
6-3-AL
6-L0-81
6-24-BI
I'iix, Proportions :
Breal( Types:
Cl'l - Ccnical Mortar Break
cA - conieal Aglgregai:e Breal<
iJ - Shear Breali
Fin.a1 r'-nort- l'ri.1-l inelr:ie :li"::n j:or
Georqe lf . Morrisr' P.
al.l cylirders ancl rvill he sent.'
after 28 rlaY break - '
Ther;e tesLc' wei:e tnarde 1"lgLf i:fl t"
iijl-';'i; init, Acr, 6:: oti'er. ai;pi: c;rh''l -:
l-.crei{6v LeSt method. Tiril I ai)ora-
l.jiv -"u""ot:.bc rc'sporrsibi':r ror" atty
itrtcrpr:euatttot-t,oi Lhc tcrl' l:"rstrlts
by otn€]: t,,un tiboi'itc'rf i''e:csonnel
' I
t,-
1-,I I'iC oLl.I- DeVO 8.8 T n F r Il;G L+!-: rll-;iTORY
G()r-oRADq: coLoRAD0 sPdl lt{Gs 'puEBLo I GL€tl'.toot s::'ilL5$ |
6ttAlrl0 JuN0Tlci'l , i'.i o il iii')9E ,
!'rYC i,l lll G : ROCti Srlr;lli'i:;5
ue
*"--t
I
In-rwalll
ffiJ."ir,pprr"r.___r-.reuq!a:-|p. rr1oi4l.s.------ cenlelrii 'I'r'[ie----rr-- ' '^---
crl- r-.' ^lr,:c
t-i.f,.a- rtn .--:--UlSl Air colitent 5'1
1 ,,.^rh r'\6 r- a t- ir l'tr 64 oI J-rrr\sL rr\, !- <1l
I)a te llrd e
---5-3
!.--9-L
28 clay req' c1 strength---l-!-0i-'.f'ui Wab'et: A"lilel-1--.-
Ul) i t-.
Stt:e s.s
L-J -L
3B4b
37BO
46BO
4660
B1:e dl.:.
| 'f \.i,!-5tea7'-Bciiiar-lts
269
270
271
272
273
274
t1i>:. ProPortions.; :
luN r 0 19Bl
CM
CM
CM
74
2B
Day @
oay @
Day @
oay @
Reserve
Reserve
Georg€) i-). 119r'r:i-.sr [)' Il'
By-
139
139
l3B
139
LO8, 5O
107,0o
132 , 50
732 , OO
6-6-81
6-6-81-
6-13-81
6-27-8I
RffiCEEVEM
' 'JUi{-3 oig8l-
PACTFIC HERTTAGE
CORPORATION
ht
Break
cM-
cA-
v
Types:
Conical Mortar Break
(:onical AgcJr-egatg llrc;:!:
Sirt:ar Rreal;
COI{CRETF] TEST REI,ON1'n ':i b'St',Y-i# i il iiiih..+l'* *inil'y- '"-J3lli1li; i ;1);l;'"c: n,,cx si'1rry1
CI i er', s- -BB.qif,-lc-!i-c
Concrete Sripplier:---!lA!.n!-e-]-n-l4erb-i.lS------ Cencrl.i: lrr'I'e.----lI
Truck IIo. 'l Q7- . Slump...- 7L - .----f Dclres
f i.X*t t'to. V 27?5F_-.*--*-
--
]iir ConEellt*4'5---*--"--%
i- + ^ r.'-A.! 5- jo-B l -.-_--.- Teml)ciat.ure-59.- ----o b-"
LTC. L
2Bc1ayreq.dstrength--3-5-Q0-_.psiitai:erAdde.c1-
Pro jectRgaYeLgre.ek Condos LocaL i<-rtr of set-B-gi-l4,r_!C*l- S:gIS{a
Bt'ell;.
'['yrr g: i'1
6"xI2" cylinder
lio '
275
276
277
274
279
2AO
Unit
I,le 1ght
11i,,'cu. f t .
140
141
J4I
L4L
Tot.a l
1,o arl
118 , 00
113, O
I21, 50
!32;sO
Unit
Si-t:es,';psI
417 0
3990
4290
468A
CM
CM
CM
TDay@
TDay@
I"4 Day @
28 Day @
Reserve.
...
Reserve
CM
Ili,
I '.l
l t'
i..
i' :'I
I
It-N..t,
i[''il ,
a
t'.
t.t::{,,,!,,
li'
'i 1,,
l:
,t
I
!i|.i:5.:tt'I .'
:ln,,.ti '
I,', '
IIi'
I
I
I
Froportiono:
PACIFIC HERITAGE
CORPORATION
Break TYPes
CM * conical Mortar Break
cr{ - conical Aggr:t.''J. te ill:':-jJ{
V - Sirear Breal':
**1*--.**..-.'.-.'^-.-
CONCRrTU TBST REPORT
RffiCffi8vffiM
I
concrete sripplier - EQun-!g][-llq: +.Ig
Truck llo . 97
Ticket l,to. V 2776.].
Date l.lrde S-J-ojg]---
28 ci;r', req'd strengit-h--$-qq p.'l a
I'est irY-- -TDJI
I.rlcal, i.:)i, '.) i: s(jL
F-I-,ine A-3
Cenle r :i'l, Pe II
Slrrrrrp------* 7':t--- --'l t',c:lles
4.9
Unit
vleight
1b7'r:u. f t.
t42
142
141
141
Tcta l.
L;ni
115, OO0
116,000
I 38,000
144, OOO
Uni,t
Stre s *.
FSt.
407 0
4100
4BBO
50BO
Ait content:
'IemPel:at-.ilre
l,Ia.ter flrl cletl
B rc., all
'.!'\r i I e
cM
CM
CM
CM
7 Day@
7 Day@
14 Day @
28 Day @
Reserve
Reserve
li i-:i;i-i;rl'. ::;
6-6-81
6-6-81
6- 13-B 1
6-27-a]-.
6B
I)f\
6"x]2 " Qrlinder
247
282
243
284
245
286
Ereak
cM-
cA-
V.L
I'!iX, F::oporti(]ns :
Conical Mortar: Bre.:k
r.ionir:al Aggl:eg ati: Rrt.rI:
Sire ar: Ilreak
CONCRE*f1I TEST RNPORT
F iu j t. .q-1..;r..;1t- $r j,.1 i j.n414ife '!1!:'r
af .1. crr'l i Ir,Jei:s anci ivi l. I i:re lrc:rlt
af t-.er''ltl .ii'r1t l-ireak.-
L l. riiC OLli " I ::-:V OitE :1'E S f ii"l-G L.l! i:
".;:'..:
1''?C ltl-
(iet).r(i t' i-), i'{i) r ): j.s, P- E.
nPFiffifdli
i.tr,IPIlot.t
i.:.GEOl.OGlsl !;
lgBl
f;:----|;;rn,'.' :,-r -*-l-
- - --::- -: _ - .l s: I -_.-. . .'_--i :_:.:_
'! -,". ,..
Job f;o -
1'r-: st )--rr: r-.-TDi'I
'l,ocaL j()!r ()i set.Bqi!c!i1r-q*I-ii ':L-
,'1 91 -l-.r.-. 4.: I j. 1e-rl:!3..---(
Unit
JL!(:J;,
PST
4A7 0
Brc: lli
T1'Pt-'
.M
ctl
Breal<
? Day
29 Day
6* 15-81@335
JJO
3i7
JJt)
140
L40
l4ix, FroPortions:
Breals fyPes ?
Ci4 -' c<;i'rica1 l'lort:'ar Break
Ctr\ - Coli.col P-ggr:egate Rreek
rnJ - Sirt, a i: IJf eal<
COI]C'TtrTII TEST REPORI'
Reserve
F in;r.1 l'.=tl.rrL
al.I cyIj ni-lers
.-ri 'l I inc. 1t:r1r' ,-'i.-rf l\v ! r r.
and will. Lle se:rt:
Reser:ve
af ter 2B claY l>l:eal<.
t'iiese i:r:st s vrese i:r.sts rv+:re madg acco;;d i "!t-11t'iiese i:r.sts rv+:re rnad9 a"99]:g l t:!,-Fo
llEi[ "
i'H i. *i'm ":t':$I' io t ]-,,' i, 3'j1 "'rJtr'1, - -..id. Tiris l;;lrr)fa_aqeltcy {-.est nleLn( .,.,Iiiir- -6,,.'r'ot
. Lre 19$PPlgill:: :'.:.,.,ifliili""r,i'i; l-:itl i 6i ;;; - i[; t' e s; i-':' j ]r:111 T1 nli aI:l,ralL al\- i.u{I,L'-r
l;i,;' ;iH:,; " Iii i "
" t .t'" i:iior v i''e r"';':'nn e l'
ffiilt-li::,,.i',JRy
;; r.-rhr#ol,-i.iil*li uevcRl--
L!ri../ etrS$rUEt S,
c ('J Lo,{;\t}o : coLoRADO Sir:ilriiis r
PU{,ltLrl , GL€lt*'.oo9 SPilli: j:.'i I
oit.tttlD JU|lDTlot't ' [.{cliT''i ii.'i f ,
I
I
L
{t50LOGl',S1.',j \'t./o l, sJG : tocl( 9Ptll.lq5
-\rt-
I
\
,-it-.i_r r.,: r
'l'rrr't: ' i,-..-, 1'l-4I
l.,r..'ii. l,-:, r,t' rr,rt lluiJ,9-lng-$-S.!e$:
pa I l,_ A: r.. i:.l19_9-_-9!-q LE _. l'ow-e.r. .
2irli.',:.,::i:.d9t-:,.'r,a.-t'._..3-5'9Q-.-.*----_.'',..''ir;.|i'!ilir|-,'.:r,'i..).i..:,-';'..-...-.*-"-_.
C-'ondos
:::'A*L'L'i- ji--::i:F.:-:.*]t'i:.-i-=. j-"i'i"---::ilt1:':i::r:-=ii
ij-v:a al.:
i.,rr.i ?r' 4.,1 i rrr!r.r
tr*,I
I
:
TheSe t-Cl.t's i\r':.:l:tl '.!ii-ti-i'1- ;:t''''Cr-'-ii i't{-: ilo
ILi ii. "
;ri I .' o,g:i, i,:),,,,,:i.r: r,;,.,
I ul. I ;:; ;I I g
Gc)ol:q€j .i)- l'ioi:r'j.l.i. 1.'' li.3reak
cl'i -
c;\ -
i7 --
: I i/r= -) .
C<;n i<:.r L l"lorLar !l1r{l.itii
Cor': i c.;rI Aggr:r,,i'; ate Iil:'',':!'-
Sirelil' ilre.rll
COlieRnTE TEST Fi:iP0tl'l'
RECt IvED JuL2.8J3Ftt
€
'i'.'il,,iii:, .,-,,1:C----l ll--
.l-,'.:ii
?,?,
€
: i--i -.:
- .1--- l-i i.:- (:l .: r-
l'11 '''O
. r:'-l i.'i ;i
o,.jr_!,r ,kL{AJaJ
TJ
conc.i:cr-c Sirpp1ier:- I4aqn-!,e-r,!1 llqiiil,e
-'I:ucli i'rr> , ---1Q{.--_..i.'l-'.r l.) V 28730
D3le llade 7 -2-Al
213 clay rcq'd stl:ent-r r li-_l5Q0-.---.-* ps i'
Ur; r. t--
t
i'.ic-if ic--I-le-ri t,agri..-. Irtlr
f r:. :; l-
l,i'r..-rt.
RECEI
lJ:', .38159-GS
;,r. 'fDiL SD
i ,', ,::!' :;ri:Ilirfl,Slllil -ll, il-- !3i ne
l)-,
Y.ryy_.-_:_l
le1r
We i qirf-
1l>7'r:it. f b.
143
742
93, 5O
I38, OO
UIl L C
(:i.r,.1c..i
l)(: 'r-
3 300
4900
Li i: i:,jl':- ,:,il t
'1'eni1:t.: i:'i i: i.t !i)
---Z-9
l!lll!-,il:::-l:-':--j::--==::+:-:=:::=:=-i==:a
I
I.lDi;e i1:i ;
TirFc) i ii r: i.) al.: ' liema rli s
---
Icu | 7 Day@7-9-Bl-
cM 28 Dav @ 7-30-81
Reserve
Reserve
399
400
401
402
'Irit::r.i. t'.'t:;.'".-'r: L. r'.'i .'i I inc-:.i'.idt' rlata f o;'
.',1 : '/all ci'i i
af ter: '/ il
.l lr I Lil- .-r
. r|.i.y
nnd wi..ll ite .scnb
)ri:eali. ,
is,'ii.Lz " C:/l inder
:''j^'
P5s 1:; r:': i.ons ;
LT IIC(li,1i-" il1;rJ QItIi'f I'iS 1I' -iIii,;
C(:or'!-) (,: J). i'lorl: j.:'i, 11. I'l -::rrtak
L-1,1 -
CA_
\i
Tylres i
C.rn j col- Mort-ar Ri{)ai'-
(-'r) ji i.c;1.1 A9! !:i:':cl Ll.: j:rr';lk
9li.-..tr: Sfeall
COI:iCRElE 1'l':i;11 iu;lP()111{'
j-,ir'ii,- r iiir.-3.' O R1-
RFCTIVEDJULSl
L
(r ''xI2 t' i1:l incler
443
^
(\A
405
406
P;:oPori--ton::
T]'Pes :
{.in i t:
Wei gl;t
1l>7'c'.1 . f f..
140
140
iinit
li i: r: c:; sT'r)t. r l.
lrr a c.l
73,OOO
120, 500
l :r..:
257 0
A.'CA
Day @
28 Day
T),ac1}r\tr:r
Reserve
T,I t'lccl,ii- r :r:liOF-Ll'l
6e0rl!,e i.r. lriDrl:is, P- D'
CF-Ll TESTillU hJt.iri:rr ::"i"1!l\-
@
L"-
I
;
i
I
I
I
I
t,
I
I
-. * ^ .],
Li.l -
\,i -
Coniclrl. t4or:tar B
C()r) j.rr;i I. Iyc1,c,1 r t:r1a|:
Sli.::i;: Ilre:ll:
r l: ':tk
ai iil-.'r il l(
colicRETii TI'l:i'lll
HECiIVEDJ-UL3119BI
-;;,'.-'-;,*-; ----,-:
i: "x12 " f-'l incler
407
.: UC'
409
115 , 500 41 10 c {vi 28 Day @ 7-30-81
Reserve
Reserve
.F, \ .-
ilr' i l-
lie ! 9ht
lb,/ct'.-L.
l-,:tflc()i,i'i - D:)VflitF,' TfiJiT *-l:TG
Georgc l'-r " t'F-r:.'ri.s, P. l'l '
t ' :rre 1,.ni\'at'r:l:.i l',r.. ; !- \ t\ I\.r
f, t'.r ik
CI.T _
'fyl)e::
C'r;n j i:'al. Mo.r'iar R::rlti-r1l
Criri i .:: a.1. ATgi:eq a i- i] i)::L'' ali
ili ' ,i- llrcn'l'f,1
-*-#r.
::-Lii'JCul.. j., i r ';l.ortalc: ci't'ojlAoo s;::;iGS '
ilt"i).:. nlrlrr\ i:; i.:. i ;""; {i itl.tl , 6Liirt.#o{JD sF"Hl,r';$ 'l.l .i Ltc 'r \-" ' 1i- l , .ali o ..)iJ;tct'toti , +totiTi.r ,;-:iii ,t: t'-r' t-:;ittti:lti., i'l'_ -. -
i ,"; i-:,rt.(') , 6Lijrl''JOOO -9i.lit.i.,J , I I;;.:alj it )iJ;lc1'lori, *lo,tiTi ,:i.:, llcol'lcRilIE TIii,'f RE!)(:tl1'I',
b;Di';'iji i;s | '-i r\)'.it;iG : rl"cii r:l'i'rjJc'5 :,- --:( i
firur lvaDAU604t98t
Cl reni
lfdi'ect Beaver Cr:eek Corrdos I',tr(::rl:r':.ti of set Bui1d!R9. P.r--{--,!ie
A-9
co n c r e t e s u p p 1 i er-*4i9l1a!-aiL *!-'Ip"b-i 1e--
Truck No. ---97-ticket No. 1'28J59
Date Made _ 7-2=-B^L..
2B day reg'c1 strengt:h--3-5-O*O- -.--
pe i
S lum.p*.-- *.6-.--* In:hes
Air (-orri:crrrt 4.5 -. *---%
TemPe.::;'rt-tt re
l'IatCtt,'nr'l;.1.3{
3 __ --7
413
ProportJ:cns :
fyPes: ;
coni(:al Mortar Break .
Conic:a1 Aggrerjate ftrclrlr
Shc;rr Break
nnpoR'l'
=:-:?=::€'--'j
5j
BreF.,k
Type B]:cak Rernarks
CM
Ceorq€r jf. l4orri.-s, I'. E'
411
112
::?
!4?
57,000
19,000
2020
42IO
.',i I .
i'tix,
Break
cM-
cA-
V
Unit
Sj gress
PSI
5"x12" cYlinder
No'
TJlr i. t:
We i g!:1.
lb,/cu. f L.
icLoRAoo: caLoRAoo s Ptf "{ G5 }
PUEgLO, cl-Elil{o0o sPR lN 65 '
GRA!{O JtlHCTlO . AIoNTFOS- r
wYoultl6: FOCK sPRlfi65CONCRETE TEST
:;. LIhJ CC !-T;
fu? P-ty.,?.fll
oFoo
oz
Y(,o
l-
t,
d
=
^>
<;
ih
ox
uxzF<c
;o
:EzB:>
o+o;
Fzo<t<o
Jd
ds
s
f , I
l1
Standard of Deviation 469.03
Coefficient of Variation 11 .78
Field tests used in all results
E+o ExcEPrloN TAI(EN
ff susMtr sPEclFtED ITEM
t--'l REJECTED 'i" ;s
l nsvlsE AND suBl4lr "'\'
ff Nn<r coiiREcrloNS NorED
brinerscott
arehiteets
143 e metdovl dr
vail. ccisii:'JJ 5135-/
(331i) 476 3C3B
Cl':1,11(li'lG ill CilL'/ f 0R G[NIRAL C0tlF0Ri'1ANCl:
I;J iTfl Tilii Dl:slGti CCi''iIEP'1" 0F TflE PR0JECT AND
[[iiEllAl- Cni;iti-lr\r;CI f'llTfl THE INFCRMATI0N
i iVlil li1 .ilf C0ilT'lAC'i D0CUrlENl'S ' l\NY ACT I0N
Sii.r!ilj l:i Sf lj-lIlT T0 Tl"it Rf (]U lF';ii:l'lTS 0F THE
pl-,lii3 iiiitr :iPEt i i: I i.1T | 0;'ls. COITRACToR ls., : -.,- ,i ; r':! : ,-i' l) i ;.:l:3 i oi:s \lil l cil sltALLiii.::l';:'::r,; i.i!. l' I i)il i.] i i't':ii: I Uii) vrri t Lrr JrrliL.r' :i;r
iiil cciiF liiii:li |.liL'l cOtR[i..Fil i:i] /\T T{'lE J0B }.1
5 iTF- , FAilil i Crt i I 0N Pli0CtSS AllD l ECHN IQUES
n: CU.l'; iiiUCl'lC'rl , C0ofiD liiirT I Ci'l 0F tl i S l'/oRR
r^ilrrr rrr,.,i 0i' ALL 01.11[R TRADIs, Al"lD iHE ..,*
SAT lSFACl'CF(Y PEtiF0l{l'1A.1'lCE 0F il I S/ l"J0
Oa
F.ozzolanis Norihwesl, f6s.
PROCESSORS AND DISIB'SMOPS OF TOP OUAL'TY POZZOi-,'NS
2448.761H AVE. S.E., SUITE 222 MERCER ISLAND, WASHINGTON 980.i0 TETEPHONE (206) 2)?-9320
000 ?.s.I.SACK EQUIVAI,ENT
F],Y ASH - PI]]V]P FOUNDATIONS ETC.
umrcuts.,/cuBrc YABD : EE!MIX
Cernent
tr'ly Ash
Water (275)
Air @ ozs/yaj
Admixture - Pozz, 3+4 Standard Dose
2)/4 Aggregate
Sand
Slump r'
390 rbs
95 lbs
j) caI.
5%
485 (treat)
1615 1bs.
1455 lbs.
4 ins.
SCOit
arehiteats
143 e. n3156i',' 6l
vall crl:eia.:jr Ci357(3C3) 4/€ 303J
@o EXCEPTToN TAKEN
Lf suellrr spEctFlED trEr4
Lf nr..irciro
f'! R,ivt:lI Ai,jD uuu*,, ''T
f.l IIAKE conREct'loNS NorED
Cliaii.i lllG tS CiiLy t"0it GIr!f iiAl_ t0i{irORHAi.,tIr.
i,r:.i ir -'rF D::1iiGt,! Clli'itfPi 0i- THI PROJECT AND
G!:'f:ERAI- C0i/irLiAilCI i.lrTt't lit[ | iti0RMATl OiU
C I Vr:ir l N Tiil;: liljiTilAi'i' DliUi.l::tj iS. ANy ACI't CN!ii.lr:iii iS -qr.lii..ji:.i: l- T0 THt nEtf , i.i;:t,1E$lTS 0F THE
F,-,.,.1' /'.rll r,,'ijCr [;{l;\1-l0ll3 {.-1:];ll-iir:(:, .1.i IS
ir,::ji,lf,lsitr)..I i.;i.f, Dlt'ii;i:: ;ir.!. lii.i t:ii ]iiilLL ,,;,,,
il). i:t'ill:: lFii4;q ,:,111 Cl)i1-ir.f ;',1';.:L ;\': illl ifl, "'Ji.
1!: i :: , i:i\Bfl; r,rii irril i-:i.i{rif S:, ,rl,li-r lr:ijflN l,JU:S 1ii
0l: i,0:lt:;:iiiu[1'l0i.l, fili,iiiii].,;'i cit 0F it;:, r.;0il,K ;:1
t
I
lloin Ofhce:
)rawer 368
..,en*'ood Spgs.,
Colorado 81601
I'h. (303) 9{1667.t
:,
...
Arca Offices
Avon:
Rifle:
Craig:
u*+7m
62r9&i3
Srrl$.24
Cernent
Fly ash
Water
M,B.A.E. 10
Pozzolith 3I+4N
3fl+ Aggregate
$and
Avon
' 3000
390 lb/cu. yd.
95 lb/cu. yd.
33 Gallons
ly oz. @ 5.5y',
'702.
r6:.5 ab/cu. yd.
Al+55 !b/cu. ydo
- CONCRETE PUMPINC
O EY,CEPTIOII TAKIN
READY MIXED CONCRETE
Plant
p.s.i. (ssd)
bi"inerscctt
Ane$,'ir.$ctS
141-l c |.i....:i;,.'., d.
var! cc:t"-r;.r ir1,)i/(353) 4.7C :,jirl
lllf susNrr sPEcrFlED trEM
[-]l nrl rcrrD
1i:f.fl! liltl l ri Ai:D stiD:1 :T
[-T{ it:riii, cciitIcl'r ciis ii0TED'!/ater .G.emejtiti ous Ratiosvt/c o. F6
&a1-,-/Bag 6]9
Sand to AFSregatS Rat.i_o
Sand o.UZf"
3n, Ls1regate O,j3y',
Pfoperties of Conc.fetg
Slump 3rl
Air 5.3/"
Temp. 64or
Unit lfb. tl+3.j8 lb/cu.fr.
3 Day
2aoo
2010
2tooWO p.s.i.
28 My
5O20
488o
I'-90Of!J! p.s,i.
MATEzuAL HANDLING
7 Day
3490
3600
3550
35fE p.s.i.
DEDICATED TO RENDER PNO]V'I'T, EFITICIENI'SERViCE IVITH HIGH QUALITY SPECIFICATION CONCBETE
(J
CHEIJ AND ASSO;IATEs
Consulting Eng ineers
5oi I and Foundat ion Engineering
50?3 c:ei tiL
G I envroci Ssrings, Coloraio il50l
CONCRETE T'5TIilG RESULTS
Da teJob No. 2t,O29
Job Locat ion:4115 Center.:Lodge, Beaver Creek
of Reoort LO/76180
9lr8/80Sampled by: Mike Helner
Location: Retaining wa11 footing
H i x Da ta : Iltn . I'tobi le l-lix
Suppl ierrs Ticket llo: 'V-2395d,'
PHYS ICAL PROPERT I ES:
pcf.
o,-r
COHPRE5SIVE STRENGTHS:
Cvl i nder No.
7
I
. Uni t l.Iei ght : 744.1Ternperaturer 70
oate:
from Bldg. Line B-15 to 8-6
Truck' No.:
Ai r f,on tent
Age, Days
28
28
at 28 days
CHEN AND ASSOCIATES, INC.
Hans Froeschle
Time: g:0g
In.GSlump
Rema rks
Speci f ied Str'ength:
To: yi11 Associates
CC: Cu1.1 5""1t
3000 ps I
- Paul l"feade
i I
I CHEN AND ASSOCIATESv
Consul t ing Eng i nee rs
Soi I and Foundation Engineering
5080 Road 154
Glenwood Sr: ir.;;, icloraoo Bl60l
d
$e
CONCRETE TEST ING RESUL TS
Date of Repor t
lrlike Helmer
Retaining wall footing Bldg.Line B-15 to
Truck No.:
Ai r Con t ent
I
I.l
III
'r. /Strength: j000v ps i at
Associates - Paul trleade
Sbaly
I
Job"No.21 ,O2g
'Job Location: i6ri:ss[e.11lEplelElg5) Beaver Creek
Samp I ed
.by:
Location:
Date
B-6
10/t6/80
e/r8l80
104 Ti me: 9:20
Hix Data: Ittn. l'lobile Mix
Suppf ierrs Ticket lJo: V-23967
PHYSICAL PROPERTIES:
Uni t Weight , 743.4 egf
.Tempera tu re i 72
COMPRESS IVE STRENGTHS :
CyJ i nje r_ No .
13
t4
Slump
Rena rks
I n.
Age, Days
28'28
Speci fied
To: y2i1
CC: gg11
're OAVS
CHEN AND ASSOCIATES, INC.
Hans Froeschle
Nc. 2L,029. .
Locat i on'. Arts Center:
cHgH AID AS50CtiTES
consultinc Eng i neers
Soil and Foundation Engineering
5080 Road 154
Glenr''ood Springs, Colorado E'l 501
CO}ICRETE TTST IIi-i D.:SULTS
Date of Reco i' i :
Lodge, Beaver Creek
o
Job.
'Job
r0/20/80
9122/800ate:Sanp I ed
-
by : ltlike Helner
Location: fnterior Footing Pads 14*D, 10.8-D, 10'0.3, 9-D-8
Hix Data:[Itn. tlobile I'lix
Suppl ierrs Ticket No:
PHYSICAL PROPERTIES:
Uni t Ueight:
.Ternperature:
v- 24099
:'744.1 pcf Ai r Contento-14 r
Truck No.:Zg TiOe: 11:45
,4Slump /3rr) in.\_/
COHPRESSIVE STRENGTHS:
Cyl inder No.
24
23
Age 'o-et/
s\,/?8
Strengih, Ps i
4674
4420'
Rema rks
28
Specified
To: Vail
CC: 911t1
S t reng th:
Associates
$ealy
3000
-'Pau1 lleade
psi at '_j--days
CHEN AND ASSOCIATES, ]NC.
uans Frocsch] e
t
-T {o ciigN AND ASsoc I eTEs
Co'r-,,:1 -. I rc Eng i neers
Soil ari FcunCation Engineering
5060 Road 154
Glenwood Springs, Colorado 8t50'l
Jo5 No- 21 ,029
Job Location: Arts Center Lodge,
coNc7,:Ta TSST l116
Beaver Creek
t",i)uL | )
Date ci e::or t t0l2sl80
s/zsl80
98 Time: 8:46
L--/
Slump 3 3/4 in.
Rena rks
Samp t ed -by:
Location:
Hix Da ta:
trlike Helmer
Retaining wal1
l.ttn. Ilobile Mix
footing,. Bldg.
Date:
Line C-5.5 to C-1.1
Suppl ier's Ticket No:
PHYSICAL PROPERTIES:
uhit ureight:'Tenpera tu re :
COI'IPRESS IVE STRE}IGTHS :
Cyl incier No.
34
'55
56
37
Specified Strength:
To: Vail Associates--;'Cf,,: Uurt bear)'
v-24247
I43.7 pcf
oF
Truck No. :
Ai r Content
Age, Days
28
28
28
28
:
.- Stre.ngtjr, psi
3890
4030
s7l0
3s70
3000
- Paul i'leade
psi at days
cHEN AND ASSoClATrS, lNC,
28
I I /" ' .r,-
P-AF
l"t&L
I
C;.J5N AIiD ASSOC IATES
Consu lt ini: inEineers
Soi I anC Founcjai ion !noineering
5O3o Road l5lr
G'l en'.,coC Springs, Colorado El60l
CCI]C RETE TEST I I.IG RESULT5
'\r!.otrc tL
Beaver Creek
Sa;cled bt': ltike Helmer
Location: Column Lines 15 and Btdg. Lines C-5 to
l'1 ix C:ta.: Itltn. l'lobile trfix
Suppl lerrs Tickei lic:
FHYS ICAL PRCPEP,T t 5S :
Unit Ueigh'!: 744.3 P9f
Temperature:- 72 "F
C0Y'PRESS l\rE STRENGTHS :
Jo5 t{o. 21 ,029
Jc) L o:a t i on :Arts Center.Lodge,
Cvl incie.r No.
40
41
of Re:ort:ro/ 23/ 80
Daie : 9/25/80
D-2, rrest side footings
v-u256
Ai r Eontent
Truck No.:Tine:
Slump 4
Refiarks
11 :58
in.
Aqe, Days - Strength' Psi
-4--.\,- t A'tf\ ,28
28
. ' 3410
Strength:5000 Psi at"28 daysSpecified
To: Vail
f a. ./-r.-+L\.. (-Lrl L
As soc i ates
Sea 1y
- PauI ltleade
CH[N AI{D ASSOCIATES, INC.
Hans Froeschl e
r
COI'IC RETE
Job No. 27,029
Job Locat ion:4115 Center Lodge,Beaver
Samp I ed bY : l'like Helrner
Location: Bldg. Pads D-7, 0-6 and D-5'3
t4ix Dara: Ilrn. Mobile Mix
Suppl i err.s Ticket No: V-24332
ol
Ci-JEN AND ASSOC IATES
Consu l t ing Eng ineers
Soi I and Foundation En9ineering
5080 Road 154
Glenwood iPrings, Colorado 81601
TESTING RESULTS
Date of RePort
Creek
0ate :
Truck No. :
to/ 27 /80
s/2e/80
104 Iime:5.11
PHYS I CAL PROPERTI ES:
Uni t Weight:
TemPera tu re :
P3[Ai r Content S'l ump 0 in.
COI-{PRI5S I\IE STRENGTHS :
Cvl i nder No.
30
31
Spec-i f i ed Strength: i,OO0 Ps I
To: Ysil Associates - PauI l'leade
CC: 5,rrt 5""1t
at 2n - daYs
ige, DaYs
28
28
Strength, Ps i
3870
3450
Rema rks
CHEII AND ASsOCIATES, INC'
Hans Froeschle
-,
JoE l'!c. Zl ,O2g
Jo5 Loca I i c.: 11a15 Center
SanpleC b-v: lrtike Hetmer
Location: Loading dock footings,
t'lix Sata: ,\tn. Irlobile
Supp I ier's Ticket No:
PHYSICAL PRCPERTIES:
Unit Ueight:
. Tempera tu re:
COT4PR€SS I VE STREIJGTHS ;
Cyl inder No.'
44
45
46
47
$tix
v-24346
pcf
otr
| | me:
tn.3\
Age , Da.vs - -
28
z8
z8
28
S t reng th 95l Reraa rks
4050
3980
4000
3910
(
otCii::.i ;.:;D ASSOC IATES
lonsu I t in-: i::9 i nee rs
So i I anC iou'ria i. ic:r Enc i nee r i nc
;CgC P'caa 151
6l enr..'ccd Siri,rcs. Colorado el53l
icnci:T: T:3T rii3 P.:suL;3
0ate ci i.e:'ci: :
'3lZglAO
Lodge, Bebver Creek
siae of Utag-
Ai r Con ten t
Caie :
east side of
Tnrck No.:.
e/.s0/80
dock
104.',
5 tump
9:57
Speci fieC Strength: <ooo psi
To: \'ail Associates - Paul l*teadeCE: 6n1g. Sealy
ar". un days
CHE'{ AND ASSOCIATES, INC.
Hans Froeschl e
T.
CHEN AIiD ASSOCIATES
Consu lt i ng Engineers
Soi t and Founda t ion EnE i ns'cr in$
5080 Roed 154
Glenwood Springs, Colorado 81501
COIICiET: TESTING RESULTS
Date
Lodge, Beaver Creek
Job No- 21 ,029
Job Loca,tion: Arts Center
Sanp I ed. by : I'like Hel.rner
Location: Footing r"al1
Hix Data: I'ltn. l'lobile
Suppl i errs Ti sksl No:
PHYSICAL PROPERTIES:
Unit Ueight:' 'Temperatu re:
COHPRESS I\TE STRENGTHS :
Cyl inder No.
50
51
J tri, "i;i,
between B1dg.
l{i v
v-244s0
.
Lines E-8.3
Ai r Content
and
ReDort :
. Date :
D.5 and
Truck. No- :
I
Strenglh, Ps !_
41404140 :
L0l30l80
70/2/80
15.3
' Remarks
of
%[
Slump In,
Specified Strength: 3000 Psi
To: Vail A.Ssociates.- Paul l'leade
CC: Curt Sealy
rr 1*. davs-- :- ,
CHEN ANO ASSOCIATES, INC.
CHEN AND ASSOCIATES
Consulting Eng ineers
5oi I and Foundat ion Engineering
5080 Road i 54
Glenwood Springs, Colorado 81601
uo
Fi*ia
Job No- J-l ,O?9
Job Locat ion:Arts Center
Samgled. bY: ltike Helner
Location: Grade beam
l4ii Data: Mtn. Hobile
Supplieirs Ticket No:
PHYSICAL PROPERTIES:
.Unit l"'eight:
. Tgmpe ra t u re :
COMPRESS I TIE STRENGTHS:
Cyl in-der No-
56
57
58
59
CONCRETE TESTING
''
Lodge, Beaver Creek
:
Bldg. Line E-8.3 to
Mix
v-24599'
:'
RESULTs
Date of RePort
Date
E-1.4 and E-1.4 to
Ai r Conten t
: lo/8/80
D.4-1.4.
Truck No.: 101' ' Tirne:
Sfump 3%
Reharks
: 7USl80
8:26
:
/ tn.e3l
Age, Days
/28/28v
28
28
S,trength, Ps i.
4880
4860
4880
4950
Speci fied Strength:
To: Vail Associates
CC: Curt'SeaIy
5000
- Paul lrleade.
28 days
CHEN AND ASSOCIATES,
Hans Froeschle
ps i at
\,-
I NC.
.-
.rl
..1 .
A
i..
Job"No.21 ,029
Job Locat i on: Arts Center
Sanrp I ed by :
Location:
llix 0ata:
Supplierrs Ticket No:
PHY5ICAL PROPERTIES:
Unit lleight: Pcf
TemPerature: 57
COHPRESS IVE STRENGTHS: -.
qI@
62
63
CHEN AND ASSOCIATES
Consul ti ng Engineers
Soi I and Foundation Engineering
5080 Road 154
Gl enwood Spri ngs , Colorado 81501
CONCRETE TESTTNG RTSULTS
Date of Report :
Lodge at Beaver Creek
l.like Helner
Dock'Fo6ting,
Mtn. Mobile l'{ix
3000
east side Bldg. west side
v-24773
Ai r Conrent
10/rs/80
101 . Time: 12:44
' ./^tSlump A ,/ i"-'\/
Age, Days
.Date
of dock
Tru-ck
Ltrength, Psi
4000
3980
tl/12180
Rema rk s
l,lo.,
Speci fied Strength:
To: Vail Associates
CC: Curt Se'aIY
- Paul l'leade
28 days
ASSoclATES, lNc.
psi at
CHEN ANO
Hans Froeschle
CHEN AI{D ASSOCIATES
Cons u I ting En9 i nee rs
R.E SU LT S
Date of RePort rrl16180Job"No.2L,O29
'Job Location: Arts
Sampled by: Itike Helmer'
Footing wall between
Irltn. l'lobile l-tix
Btdg. Lines E-8.3Loca t i on:
a
Hlx Data:
COHPRESSIVE STRENGTHS :
Supplierts Ticket No: .V-24450
PHYSICAL PROPERTTES:
tlni t {ei ght t P3:
. TernPeratu re: r
'Ai r Con tent
Truck No.: 102
3 slumP
Time:1:20
o I n.
Cvl i nder No.
s2.
53
Aoe. Days*-7\
28 I
i 2s,/
Strenqth, Psi
4510
4s80
Rernarks
Specified Strength:
To: Vail Associates
CC: Curt SealY
3000 psi at
- Paul lleade
Ft
CONCRETT TEST I}IG
Center todge, Beaver Creek
Soil and Foundat ion Engineering
5080 Road 154
Glenwood Springs, Colorado 8'l 601
28 days
CHEN AND ASSOCIATES, INC.
Hans Froeschle
Date : 7Ol2lS0
and D.5 - 15.3
/2:
Job.No. 21 ,O29
Job Locatlon Arts Center Lodge,
Sa,apled by: Mike Helmer
Locatlon: Retaining uill
Mlx Data: Mtn. I.,tobile
Suppllerrs Tlcket No-I
PHYSICAI. PROPERTIES:
Unlt HelghE
Teuperature: 60
COMS.RE SSIVE SIRENGTHS :
CIN AND AssoclATEb
F Corrrulting EnPineec
Soil ond Fs.rndotion Engineerirg
9e S. ZUNI ' OENVER, COLORAOO 80221
303/?44'?105
CONCREIE TESTINC RESULTS
Date of
Beaver Creek
/
Spectfted
""' u"r,
Curt
t'lix
v-24932
PcfoF
Alr Content
Strength, psl
4950
4830
Re port ;
Datb I
Truck No. ;
n
Re-.rkg
11l2also
rol.23l80
103
Sh"op
Cyltnder No.
'72
73
Age, Days
28
28
strength:j9ll-pst @ 28- d^Ya
Associates - Paul l.leade
Sealy
At{D ASSOCTATES, INC.
Hans Froeschle
cA.6
::::-j
CHEN
o'ff ..,1,:'i,?*ff.::j o'' D oSoil ond FounCotion Engineering
96 S. ZUNI . DENVEn. coLoRADO 80223
s03ll14-7105
CONCREIE TSSTI}IG RESULTS
Job No. 21 ,029
'Job Locatlon Atts center Lodge, Beaver
Sanpled by: I'like Helner
iocatlon: Retaining r*al1
Illx Da ts : .. .l"ltn. l-Job i I e l,lix
Suppllerrs Tlcket No.: V-24925
PTffSICAL PROPERTIES:
Unlt llelght Pcf
. Temperature:, 57 oF
COMPRE sSrVE STRENGTHST
. Cyli,nder No. Age' DaYs
68 28
69 28
Date of RePort:
Creek
Truck No.:'
Air Content 7.
Strength, psl
4850
48s0
Rerlarks.
ruzalsa
rol23/80
INC.
Date:
Specl fled
cb: Vail
Curt
strength:--30,00
-psl
@ 28 daYs
,Assoc iates - Paul l''leade
(pa I rr
ctaN AliD-ASS0CIATES,
l"lans Froeschle
lr:<,t+.!F-:' - -
ca-6 r
/) c'.tT '.--iJL ii
.+ t,
te7 Tl.ne t lZ:25./
,/./,/Sltnp S\/ tr'.
t T';?il;T';';ii'^:'.Sbil onC FounCction Engineering
l; ..
95 S. ZUNI . OEHVER. COLOnAOO 80221
303/?44-7105
:'
CONCREI€ IESTING RESULTS
Job No. ?.1 ,O2g Dale of Report:
Job Location Arts Center Lodge, Beaver Creek
Sarpled by: trtike Helmer Date:
Location: South side dock r,'all.,. north.side of building
Hlx Data! rlltn. llobile llix
12/9/80
11/11./80
Suppllerts Ticket No.: V-35S77
PIiYSICAL PROFERTIES:
Unlt llelght Pcf
TeaperaEure: 6l oF
COMPRESSTVE STRENGTIIS :
Cyltnder No.
78
79
Truck No. :
Air Content 3.OI
Age, Days
28
28
Strength, psl
6,2
Remarks
Speclfted Scrength: snnn pgt @----l&-dayg
CC:
Vail Aisociates - Paul itleade
Curt SealY
CHEN AliD ASSOCIATES, tNC.
Hans Froeschl e
Ccilh aNo {ssocrATrt$ IConrulring Engineerr
Soil ond For.,n&tion Engineering
98 S. ZUNI . OENVER, COLoRAOO 80223
303/744-7t 05
coNcRErE :rsrixc msuI,Ts
Date of RePort:
Date 3
B.s - 0.6 to B-1.b
Tr uck No. :
.:
Reoarks
CHEN AND ASSoCIATES, INC.
Hans Froesch 1e
iAJf A:il'ss-LttTE$,lNc'
.
Locatlon:
Hlx Data:
Job No. 21 ,029
Job Locatlon Arts Center Lodge, Beaver Creek
.
. Sanpled by: . I'like He.lraer
Retaining i+aLI betr,'een BIdg Lines
tttn. l'lobile ilix
Suppllerrs Ticket No.:
P}TfSICA.L ?ROPER?IES:
Unit lrtelght
Tetnpe rature :
CO}{PRESSrVE STRENGNTS ;
Cyllnder No.
84
85
Speclfled Sirength3 3000 psi G --28 daye
CC: Yail Associates - Paul Meade
.
Curt SeaIY
tl124/8.0
,/ t,..Pcf,
65 0F
96
Slrnnp
Ttlcr 2:20
Age, .Days
28
28.
Air Content
Strength, psl
5110
3080
c A-6
fzix.rx aNo Assocl ^rEs G
I C"r'*t:;"s E*;I"T . O
So]i ond Foc'niction Engineerirg -
96 S. Zul{l ' DENVER' COLORADO 80223
303/744'7105
.
. CONCRETE
Job No. 21 ,029
Job Location Arts Center Lodge
Sanpled bY: I'like Helner
Loc8tlon: Building Line A-E (wal1s)
Hlx llate; littn- Itobile l-tix'
Suppllerts Ticket No'l V257O8 '
PHYSICAI, PROIERTTES:
Unlt lletght
' TeEIterature:
COI{PRi SiSNTE STRENGIHS :
CYllnder No'
TESTINC RESIILTS
Date of RePort:
oate:I
t2/24/8A
l
tL{26/80
Ttne: l2:00
4 la.
Pcf60 cF
lruck No.; 96
Alr Content 7'
Strength, Psl Reuarks
4190
45rO
Slunp
Speclfted Strengrh:-.3000-Pst
cc: Vait Associates , trtr'-.Paul'
@
-3!-aaYsI!eade
CHEN AND ASSOCIATES,IHC.
Hans Froesh Ie
Cs-e
Curt SealY
-L Conrulling Engineec
Ioil and FounJotion EnBineering
96 S, ZUNI . OEHveR, COLOAADO 80223
303/ ?ild'7'105
Job No. 2l ,O2g
Job Location Beaver Creek Arts
Sanpled bY; .ltike Helnrer
L<i"eation: t{all at Building Line
:
NLx Data! . t'ltn. l'lobile
Supplierts'Tlcket No. : VZSgzA
THYSICAI ?ROPERTIES:
Unlt tJelght Pc-f
. Temp€rarure: 65 oF
COHPRSSSTVE SI?ENGTHS:
Cyllnder No'
-l
92
93
CONCREIE TESTING RESULTS
Date of RePort:.
Center Lodge
A-9
.'
D-ate.i
l2l3r/80
12/sltio
Truck
Resarks
Tte: 1:50
/'^'
No.: 103
Air ^ Content
IStrength, irsl
/. s7r4
37SO
Slung
i
Soec{fled strength:- 3Q00 psi @ 28 days
Ci; Beaver Creek Development' l'1r. Paul }leade
CHEN AND ASSOCTATES, INC.
Hans Froeschl e
Curt Sealy
.). -lrri,nrx AND AssoclATEs
-a Conrulting En2ineen
Toil ond FounCotion Engineering
ot
9g S. ZUHI ' DENYEB, COLOAADO E0221
303r/744'7105
FTB
Vnu nsqgl
Job No. 21 ,029
Job LocatLon Arts Center Lodge, Beaver Creek
sadpled bY: l'tike Helrrer
locarion: Bldg. Line A extensidn' south side bldg' '
Hlx Data: '. lltn- t*tobile
Suppllerts Tlcket No-:
PIffSICAI, ?ROTERTIES:
Untc !,IelghE 142'?
teap'erature 3 65
COHPNE SSTVE STEiTiGTHS :
Cyllnder No.
101
L02
Spectfted
gc3
Vai l
Curt
l'lix
v-26125
psf Al.r Contentof,
Strength, psl
44?0
4234
Date:
outside
1/2818r
t2/sr/80
wall
.
100
SlU-F
Truck No.:
7.
Remarks
[\:D ASSOCIATES. I]iC,
llans Froes ch I e
c,olicRE?3 rss-rrNc RESTILTS
Date of nePort:
CIEN
16ss 11ili
ln.
Age,Dayr
28
28
Strength : -.-i.00O- pa t G ---28- dayc
Associates - Paul l{eade
Sealy
-1n\iil
/f/ f e.472?.r
Job lfo, 2t,O29
Job Locatlon Arts Center
sanfied by: ltike Helmer
".o".atotrt . .. Around Bldg.
Htx Data: '. I'ltn. !'lobile
Suppllerts Tlc}-et No. :
PHISICAL PROIERTIES:
Unlt l"alght
Teoperature: 68
CCHPRESSTVE STRENGTTIS :
VAfL ASS0Ct/iTES.||ic.
'Line
?cfoF
Age, Days
28
ia
D-li, znd,
v-26270
Atr
2/20/gr
Ll2slsL
.104 l11s ;10 : 05
Lodge at Beaver
Cyllnder :'r-o.
106
107
Scrength, pel
37lO
3700
r ffgrae6ftg
Speclf te d Strengrh :--1"0!0-Pr I G ---Z8-dayrcc:.\'ai1 Associates- Paul trleade
Curt Sealy
c8'ij:i,',-t:::^"q
Soil cnC FoonCrtio<t Enginoering
96 S. ZUN! . DEHVER. cOLOf,AOO !0?2t
!0!/t't1'7105
CONCREIE IESTI};G RESULTS
. Date of Report:
Creek
Date:
'floor, floor slab
Truck No. :
Concent 7
CHEN ArrD ASSoCIATES, INC.
llans Froeschl e
JI
\!
,:t
l,
,4
SnpplteE ts Tlcket !io. : V-26273 Tluck No' : 105 tt'u:11:10
PI{YSICAI PROIERTIES:
f-€ueN AND AssoctATEsO" O co,':sutrrng cqlneerr O
Untt llelghg 143'1 ngf Alr Contenc 7 Sh'rap 5 tn.
. l".perature: 66 oF
COI{PRESSTT'E STRENGTHS 3
Cyllnder No. Age, Dayd Strength, psl ReEarks
Speclfted Strength: -lonn pst @-28-daya
ccl Vail Associates - Paul ttteade
Soil cnd Fosn&tion Enginearing
ta S. ZUNI . DEHVER, COLOFADO t022t
303/74.r-t105
Job No, zt,ozg Date of Report.: 2l2o/81
. Job Location Arts Center Lodge at Beaver Creek
Dates ll23lSlSa--pled by: I'like Helmer - Date 3 rl t'l 6L
Locatlon; Around Bldg- Line A-B 5' 2nd.' floor, floor slab
!{tx Data: -'I'ltn. }lobile I'lix
CHEN AIID ASSOCIATES, IltC.
Hans Froesch I e
Curt Sealy
Job No, 2l'029
Job Locatlon Arts Center
Sanpled by: ltike He].ner
Locatlon: . Around Bldg.
Hlx Data: . 'lUtn. I'lobile
Suppllerrr Tlckec No.:
PHYSICAJ. PROPERTIES:
untt lletght. TeriperatureS
CcF{PRESSBIS ST8ENGTHS:
Cyllnder No.
114
115
l
CHeN AND AssoctATEs C)
a Cor.wlting Err3inesn
Soll o;rd Foundction Enginearing
D6 S. ZUHI . OENVER. COLOaADO 80221. 303 nll-tlt'
colrcRElE RESI'LTSIESTTI\13
2120187
u2s/81
Lodge at.Beaver
Line D-7,. Znd,
l'lix
v-26282
Pcf AlroF
Date of Report 3
Creqk
Date !
Floor, floor slab
Truck No.: 101
ConteDt 7.S1r:ap
Tte:
44 la.
55
Age,Days Strength, psl Reruarks
28 i 371028 3780
Speclfted
cc3
Vai I
Curt
Strength:J@-psl.G ?8 daya
Associates - Paul ltleade
SeaIy
CHEN AND ASS0CTAIZS, tllc.
llans Froesch 1e
E;FE]{- AND AssocfATEs u
.\ Conrultiry En3ineen
Eil ond For.rnCation Engineering
Or a. rU*, ' DENVER, COLORADO C022!
303' ?iaa'7 r 05
CO!iCRE?E TESTIM RESULTS
Job No. 21 '029
Job LocatLon Arts Center Lodge
Sa:rpled by: Ililie llelmer
LoceElon: Bldg. Line B-3, Srd.'Floor
Hlx Dsta: .. l.tin. llobile ltix
Supplterfs Tlcket No.; - V-26352
P}TYSICAI. TROIERTIES:
Untt welght f+f.S bct
' TedPeratire: 63 %
cor{?RE ssrrg STSENGTIIS :
Cylloder No- Age, DaYs
' 128 ?8
r29 '28
strength: 3000 pat G -J9,-daYr
Associates-PauL lteade
Alr Content-
Strength, psl.
3400
3450
Date of RePort:
- .:
Date:
Truck No. :
2.O 7.
Rerarks
2/27 /8t
t/30/87
104
Sltnp
T{.r:e:1?: 20
4A in.
Speclf leil
cc:Vail
CHEN AND
llans
....
ASS0CIAI3S, INC.
Froc schl e
l.-#.'
t'i,*,',-t:::'o"' I
Sril. ond FounCction Engineoring
t! S. ZUHI ' DEli',fER, COLOFADO 80?23
. 30t/744.t105
./'- ' 1'/-t'--
.. CONCRETE 1ES11}6 RESI'LTs
Job No. 21 ,029
Job Locatton Arts Center
s+rpLed by: t'like Helner
Locatlon: Bldg. Line
Hlx Data: .' I'ltn. l'lobile
Supplterts Tlcket No.:
P}IYSICAT" ?ROIERTESi
Uott llelght
Terrperature: 60
CO}PRI SSTVE SIRE}JGTHS :
Date of Report: 2127/81
Lodge
Pcfor
I0-D, 3rd,' Floor'
Itix
v-26338
Dete 3
Trqck No.:
.,
u30/8r
Tlrr!
(,)
\J,
104 : 9:10
Sluap ls,Atr Content
Strength, p9l
3780
3800
Cyllnddr No. Ager DaYe Renarks
CHEN AND ASSoCIAIES, INC.
llans Froesch le
119
120
28
28
Spec1fted Strength :--I@- ps I @ -l[-daYaAssociaics - Paul itleade
i,ffiq!'tric'
Curt Sealy
C-l AND AssoclATcs
Co*ulting Errginorn
Soil. ond Founclotion Engineering
96 s. zuHl . DENVER. COLORADO 80223
3A3lt.4'7105
CO
.
CO}iCRETS IESTI}{G RESULTS
Job No. Zt,Ozg Date of Refort:
Job LocatloD Arts Center Lodge
Saapled by: l,like Helmer Date:
Locatlon! Bldg. Line 6-3, Srd- Floor
Hix DaEa; I'ttn. Ilobile I'lix
Suppllerts Tlcket No.: V-26345 Truck No';
Pi{ISICAI. ?ROPERTIES :
' 'Ptf Atr Content 3'5 7'Unlc llelght Psr ArL *,elrt.r'
TeoPerature: 70 oF
2127lgr.
t/so/87
TlEe,: 10:50
Sluop 4 1o.
COI{PRE SSTIE' STRENGIHS :
Cyllnder No. Ager DaYe
124 28
12s 28
Strength,
3270
3410
psl Reuarks
s cl fted strength:-- J999-Pg I G --Edays
Vai 1
Ctrrt
Associates - Paul I'leade
Sea 1y
AssocrATEs, rlic.
Froeschle
C}IEN AND
llans
CC!
o tCHEN AIID ASSOCIATES
Consu I ting Eng ineers
Soi I and Foundat ion Engineering
5080 Road 15lr
Glenwood Springs, Colorado 81501
COIiCRETE TESTTNG RESULTS
Da teJob No. 21,039
Job Locat ion: .{ris C"nt"t
of
Lodg,e,Beaver Creeh
Srd. Floor
flepor! : 3/2Slgt
Date:2/25/81Sanpled by: Rob l*loore
Location: 60'5l{ of NE End of
Hix Data:litn. l.tobile trlix
Suppller's Ticket No: v-26482
PHYSICAL PROPERTIES:
Ai r Con ten t
Truck No.:
Stren_gth, ps i
, 5?20 /3:50
52
lO7' Time:12:05
Slurp
Rena rks
Uni.t Veight:
Ter,rpe ra t u re :
COI{PRESS I VE STREIIGTHS :
Cyl i nCer llo.
pcf
7A oF
131
t32
t33
T+
?8
28
28
Speci fied Strength:
:r
1q; Vail Associates
gg3 Curt SealY
3000
- Paul lleade
psi at 28 days
CHEH AND ASSOCIAT€S,tHc.
llans Froc sch I c
IochIrt :t;1 ;SS.1C l.lTt S
Consu I t inc Engirr''cr<
Soi I rnd Fou^J.rt ion Enoiner'rinl
5050 Ro;rd I !4
Glenr..'ood Springs, Colr-'rado 61601
COXCRETE TESTIII3 RTSULTS
Date of-t6l lio. 2l ,0:9
Job Iocat i:n: Arts Ccnter Lodge, Beaver Crcek
le:rort , U2/Bl
Dale : 3/5/81Sanpled by: Fob lloore
Location: 6O'Sh' of NE
H i x Da ta: ' Iltn. llobi I e
Suppl-ier's Ticket l,lo:
PhYStCAL PECPERTIES:
Unil Ueight:
Tenpera t r; re: 7O
CO'.IPRESS I VE STRTIJGTHS :
. Cy I i nCer |lo.
145
146
end of 4th Floor
IIix
Y-26524 Truck No.:
4.5
Strength, psi
3640
3s90
99 Tine:10:40
Slunp i I n.
Rena rks
pcf
oF
Air
3rry
?8
28
f,on ten t
Speci fi ed Strength:
1s; Vail Assdciates
gf,; Curt SealY
3000
- Paul ]tleade
psi at days
CHEtt Arr0 ASSoC IATES , lllc.
28
llans Frocsch I e
cHtil ANo ASSoCIATES
Consultinq Engineers
Soi I and Foundat ion Engineering
5080 Road l5q
Glenrvood Springs. Cotorado 81601
CONCRETE TESTING RESULTS
Date of Report : 4/13/8LJob No. 21 ,165
Job Location: Avon Center -.
Sanpled by: Bob Gardner
Location: lst, Floor slab, Phase I
Hix Data3 trltn, Ilobile llix
suppl ierts Tickei l.to: v-26618 Truck llo.: 100 Time: 9:45
PHYS ICAL PROPERT IES :
Uni t l.teight: 144.7 plf Ai r Content ? slump 5i in'
Temperature: 54 - "F (Air)
COHPRESS IVE STREIIGTHS :
Cyt ind.er tlo. A-qe., Days Strensth' p:j Remarks
94 28 4030
9s 28 4070
Specifled Strength: 3000 psi at . '-28 days
16; Hensel-PhelPs Construct ion
CC : Richard t'leingardt Consultants
lltn. l.tobile Mix
'Gordon A. Rothoff AIA
. firEN AND ASSoCIATES, lNC.
': llan s Frcreschl e
Date : 3/L6/81
a cl,tt it AND ASSoc tATES
Ct'rnsul t ing Enginr-ers
Soi I and Foundat ion Engineerinq' 5080 Road 154
G I enwood Spr i ngs , Co I or"rdo 81501
CONCRETE TESTING RESULTS
Date ofJob No. 21,165
Job Loca t ion: A'on
Sampted by: Bob
Loca t ion: 1st
Hix Data:
Center
Ga rdner
Floor Slab, topping, Phase I
Report , 4/14/8I
Dare: 3/17/81
Truck !lo.:Suppl ier's Ticket No:
PHYS ICAL PR0PERTIEST
unit weight:
Tempe ra t u re I
COI,IPRESS I VE STREI.IGTHS :
lrltn. l'lobile Mix
v- 26630
144. 84
70
3000
Ai r Con ten t(Air 30")
98 T inre: 9:50
S I ump 5l in'
Rema rks
pcf
oF
Cyl indej No.
97
98
99
Spec i fied Strength:
To: Ilensel-PhelPs Construction
CC: Richard Weingardt Consultants
,tlountain I'fobi I c l'{ix
6ordon A, Rothoff, AIA
psi at 28 days
CHEH AND ASSoCIATES, tNc.
Hans F roesch I e
Age, .Djys
28
28
28
Strenqth. ps i
4300
4310
4350
I
a ol|
',
CllEl{ ANO ASSOC I irTt S
Consu I t ing Engineers
Soi I and Foundat ion Engineerinq
5080 Road l5tt
Glenwood 5prings. Colorado 81501
CONCRETE TESTING RESULTS
Job No. 21,165
Job Locat ion: Avon Ccnter
S ai;rp I ed by: Contractor
Location: 2nd. Level, North half
Hix 0ata: Itltn. l'lobile Mix
Suppl ier's Ticket No:
PHYSICAL PROPERTIES:
Uni t t'/eight:
Tenrperature:
COHPRESS IVE STRENCTHS :
Cyl inder t.|o.
151
132
Speci fied Strength: 590-0 Psi at 28
To: liensel-Phe 1ps
CC: Richard l'leing,ardt Consultants
I'ltn . l.lobi le Mi.r
Gordon A, Rothoff
. Truck No. :
pcf Air Contenl Z SlunP
oF
Age, Days Strength, Psi Pgnarks
28 4230
?8 4070
days
Date of Report .S/LSl81
Date:4/15/S1
CHEN AND ASSOCIAT€S, INC.
T i roe:
llans F ro eschl q
l
I - t"..., \
at cHtil ANo AsSoclATES
Consul t ing Engineers
Soi I and Foundat i'on Engineeri ng
5080 Road' I5lt '
Glenwood Springs, CSlorado 81601
'
coNcRETe TESTIIIG R€SULTS -
Date of RePort :5/1s/tllJob No. . 2l,165
Job Location: Ayon , cnter
SanP I ed bY: I'likc r' reiser
Locat.ion: l'14 to 'l'1
0ate:4715761
Hi x Data : lltn. r, rbi lc l.lix
supplier's Ticket l.lo. Truck No': Tit"i1t00
PHYSICAL PROPERTIES:
Unit Weight: PEf Air Content ? SlWp 5i in'
Ternperature, "r
COI'IPRESS IVE STRENGTH'' T
Cvl i nder llo.
' t27
r28
Strength, psi RrStrks
2B 3930
28 4030
spe3if ied strength:- 3000 ps i at -_.|[- days
1e. llc.ns e I -PheIps
gij Hiciara l{eingar'r. Consultants
l'ltn. Mobile l-li.\' Gordorr A. Rothot i
:s, tNc.CHEH ANO ASSOCIATT
l-lans Frbes ch I c
Age, D?ys .
ro-- ./tabag q I/aU ^"/"/"/ "'^ /ApD
raoledr t/ ,42tnfU /<-d
First Class Unless
Othcrwise Noted
/o,rt;G:a^aa/c.fu-,
Gur /,*u
TRANSMITTED FOR
() APPROVAL
I FINAL APPROVAL
1 , CORRECTION AND RESUBMISSION
TRANSMITTAL NO.
NEW SUBI\,I TTAL
RESUBM ITTAL
PREV. TRAN5. NO.l APPROVED
( ] APPROVED
r rr''.rdf,rcun
AS NOTED
RECORDS
FOLLOW UP
()
{ ) PLEASE ACKNOWLEDCE RECEIPT BY SICN THIS TRANSMITI NDICATED ANO RETURN TO US FOR OUR RECORDS.
ORIGINATOR
REMARKS:
THE FABRICATOR HAs REQUESTED TI-]AI COPIES BE RETURNED. PLEASE RETURN DRAW Ncs (VIA oUR oFFIcE)
(DlRECT) TO
Note to fabricators., manuf3cllrrcr's representatives: Approval of thc material transmatted hereby, whether by the Contractor, I
i!lll3"il'"f5f;!j; 'jl?!#:i?"i:
"'.1!iil,"li,!i1,,i1'"i.1:.i, ::ffJ;:[i1".":[f""Bl,ifft",i:".;;-;r ,';,.lance bv thc contractor of anv method, material br equipment not utt,mat6ly ii.eJtuor" io ibfi;;;;;;
Owner's
ract Docu
iiute accep-
August 19, l98l
briner-scottarchitects rim HcKinnev
Hensel Phelps Const ruct ion
143 e. meadow dr.
"liiJ.rii:lttioii I I00 N. Frontase Road
(303) qzo.sosa Vail, Colorado 81657
Dear Tim:
As you pointed out in our telephone conversation of 8/19/81 , the
location selected for stock piling the top soils (S.E. corner of
the property) creates the possibility of burying an existing sanitary
sewer manhole, Therefore I am directing you by this letter to expedite
your suggest ion i.e. to temporari ly raise the cover Stby using
2 - 4 foot sect ions of precast concrete units until final grade can be
determined.
Sincerely,
Tim Kel lam
TK/cg
TO
Town of Vai 1
Town Hall
VaiI, Colorado
AEtention: Chet
DAIE VIA
10/16/8I Mail
PROIECT
Simba Run
1100 N. Frontage Road
Vail, Colorado 81657
11 TOV
F rst Class Unless
Otherwise Noted
81657
Hor ton
TRANSMITTED FOR
I ] APPROVAL
I ) FINAL APPROVAL
( r coRREcTtcN AND REiUEr\,l|5S O\
i ) APP ROVED
I ) APPROVED AS NOTED
r. ) FOR YOUR RECORD)
TIIANSN,I TTAL NO.
NEW SU S N4ITTAL
RtStlBl!4lITAl
PREV, TRAN; NO
t)
ll
r ) PLEASE ACK\OWLECSE RECEIPi 5Y SICNINC TH: DLPLICATE OF THiS-T.RANS\,1 TTAL AS INDICATED AND REIURN TO US FOR OUR RECO?,DS,
Hensel Phelps Construction Co.
FOLL']\V UJI
f:5C R rT ION lAtL ITEMS ENCLOSED LNLESS NOTEDI
Dated : 9-23-BL / 9- 24-8L / 9-9 -8U 9-11-81Concrete Testing Results
to/7/8r
Soil Test Results Dated:e/28/8r/ 9/29/Sr 9/30/8L LO/L/8L
10 /2/8L
ORICINATOR
\o. ccPtES
1 each
DRAW \C NO
1 each
THE FABRICATOR I.'1AS REQLESTED TI.1AT- COPIIS BE RE-TURNED PLEASE RETURN DRAWINGS
l DIRECTJ TO
Note to f:bricators.,manJ{rcturer's rcpresent.t vc!: Aplrrovnl cf thc mater al transmitted herebv. whcthe, bv rheA-lho ize- Ar.nt. ,tt , ^ l(r '^c rcq.r.cnc.l s of --. o, gna n , *,92,s;r r
---fr.r.., ' "r',, Cments or pLrrchase agrecment for quality, quantity, finish, d n'rcns on .j.sgn, (onl'|rrrit,otlor manutac\re; nortance by the Cont:aclcr of any method, r.atcr3l or oqupmcnt not ujirm.tcly "...piuuterfo ih" O;nn;-& th"
im McKinney
(VIA OUR OFFICE)
*e
r--r,. ir! .r" F_.rn iii.irq-i .\VtiG
A6--r''l!r.. t l:t:nr'i -a"-*\-}l gIr.t l:r
r { -..-L\u !: .: r:.: !-!:_1., !!_..: . rrr !:! -! r lj : i,ruq9! rl :*
!i,;: i1l. r: i . CLit!.\aCJSFnlliiS.CCLCsAOOSl(31
ilir:.aiill ^'l:i 'lhST:\C lil.q-L:i ",S
l.,t e C:st:10,/167s1
e:rd of E, builCi-.rg, and retal-ninq wall
3244332437 :fuci. :ic' : 104
32416
32156
---- \. ?, Cn?, Llt e \r'a
.ii:-i L.'c::i 1i :.: Sintha Rxl
-----.'- I ;,..
-- rl. rr-t-u .'."
:,1. ,I - ar:_. I
1r: r, :1,,. L -. ..:.:-!-\ ,{: !q '
Co::c:eie S':;;i ^e :: flt.
r] ^+^_-. \-!: --'....
r):.r,.- (. T r_,:. I ::__.ai.F: lrCl
:hit l-Ei.-r'
Coocre:e Tc:7era tu:e
IPCC (Keith)
Stairr,..a1' 66 5.
llrbi"le lLLx Sr:',-.:.1;.i::'-. f ickcl lic. :
'-jr:r Ci:s;112:00
alar.
-j^:: Cantelt
.{.. r' Te--:.Pe i:c Lur: e Or!
q-..-- , in
,e:-,s: t:"' F. t
resslve
grren8.th (Fsl)ge lesteCylieder I oate
11^ | T^F. ^;;tv, i ts>lru
Streogth:
c$Ef AXD As$ocrl"Es, ll{c.
l&ns*[kesdJ.e
pst et , 28 . daYe
l
l,rofcss ional Consultant s
i'. :< 1.,'tr
(lr I orudo -,,816-57
:.1 r. - llr)- _Story _
ton I tcxornoal
lr0llllrlrS
tr/u
l)f f'l rr
ItLvAlt()fl
3 | Ilc low
(ir arl c
tl
ll
tl
t!.,r, oo A:-s6, P4lt.1 gg--$-t1qcqu1q
15 , 2'l{ of Linc 56 at C Line
.\ Linc at 58
i\
N
N
L irrc lit 35'L of SII corncr
tcA Trcl'1 c()'APACTl9ll E l,lAT6ltlAL
dcnsity
r, 4. ,-ti t,,,r,t)ct ot ca/rh nrovrng ur,'15 980 Rt ' '[rac-k ,Loq.$cr
,:, .t ) (t.)r-t!,et ot compacl,on vr,rti l{heel Roi I i'.ng
6-8r'rl.rftrf)r,,01 pa5:,et lhicknels )f lrll
r.lrrr,ac cl ldorng rnorslure -
ltlater Truck
'lrl,., tt Fto/l p( cl'er t5 ! pr nrong lotmed as a tesu ll ol oul ot,set val rcfl ol ltll pldcefllerll Y/o lli-t!(r t! I rr'"
,t '.t afJ..lt,tllC: ltJ (o..ltnue applyrrlg the rc' Olnnlcndi:d cutttpar,ltvccll',ll rlrd'rro'ilsr-L'lJllrr:''l
t..r rirl ftftr,e5 nl.tjti tut obterier tg not obsetyrng OpefatlOtts Tr,,tls dt..) tll,rde 0l tl c Irll (,rrlv r:'
rrLlr(jrLd r.1.ae!sartt to cal.Dtale out otrjgrvel s j(]dgenrorit fesl d.rta are nol lfro sJIc bJlr! lor
oprr,,i,.,3 oo /,lr(".trrl;r ll,e lrll mcell Specrl'cirtronscc: Hensel-Phelps Construction Brlner & Scott
t John son/Voi I and/Archulet a
LrttY
uI l.rSlTY
(|)(ll
r11
124.
114
t1i:
124 ,
(J l(l oLrr op||Ion. iill 0onerslly msoli lpecllicltionl a9 indisctsd by
r,J nu (sf :=---:--
N tn our oprnron. ttll dods not meel rpicilicationr !! IndicrtGt by
. r,a,^lroti IL"l
I YPI
16 i :'E nf Line 56 at G Line
5'E of Line 56 at G Line
l
l/
li;
tl
1-?
11
tnal lhould ba rcmoYcd or reworkacl
r^sonltoRY
IOII TYP€
Y
TY
0uc
l'/cl
OBY :.
0gNsllY
tpcll ,,
1)
4.L
.t.l
13.9 115:6 100+
Slightly gravellYsilt and sand
9.3 95
Silty sanfana
Brav e 1
9.3
. 'i: ,,
r 19. 8..97 tl
i3.9 I IJ. /'6.d YJ
5Irgntry graver ry
silt and sand
4.1
4.1
9.3 rt7.4 10 .'8
Silty sand
srav e 1
and
9.3 125.5 8.8 1001 ll
1')IJ.:'105. 3 95
sllgnxry gTavel ry
silt and sand
rwa
"flll'ui I
.t r' -
It'rt
^ l, "& I'l Professional
l.)
-
chen and associates,
CONSULTING GIOIECHNICAL ENGI
Rry'..t^,'^''ur. 22,802 oArE 8/31/81 .
arking Structure
ir lndicrtod by
n ,1 o^. 1)At- rLr. lrv^ r!v
' '':: _' - - -- '--
y-1,j l,_ _Qs ! sqad!_+Lull
At t rr : l1r. RaY Story
r OCAI loN
I25 | G Line, 5rN of 6 Line
*----+#----..-
l
I
)pE CtFICAT lOl,l
Consultants
rotr I tdffDrl f
txctrlllltS
ITST
I YPI
N.
I
I
ry-
N
l)r P r
()ll
IttvAlr()f.l
o
f \: :
DRY
D L}I: II Y
lr'c tl
3r Below
lrarlc
tt 111
111.
111.
111 .
ll In ouf clr./rnron. lill genorslly meotc apoclllcrtiont !0 lndicrtcd by
ttaxrMtlM
tost no (sl
(l In our oornion, ltll doos nol moot rpocilicallonr
cot'lPACTtot,l !, MATEBIAL 9590 !tandard Proctor density
ot errt'l moyrng untt3 980 Rt- . Tf ack -l,p.jld-er
ot compact'on u.,rs ltheeling Rolling
_, lh,cknesE ol lr lt . 6-L2'l
mOr 3t vre l{ater Truck
lbsr no (5)lnd Should br ramovod or roworkdd
: /:.r {'4 fi -tr'bel
| ,pt ?t't, at)rnaJel
'. rmLct 0! pa::.i;l
I.ir.lhcd cl a'..i d In?
&l l rll le:,lod itrool3 Specrlicationg
xfl Conlr.tctor advlsod
O Full lirr](, ot)S0Ivalion b Parl tima oblorvitlon
PROGFESS NEPORT
ir ,: l.potl prcseit: oprr,rons lofmed as a fesult ol out ob:r:rvalron ol lrllplaccnlcnl Weha!utclrt(t
' '. i ,: \..t t,t :'i,to( lO ct.r tr nug aftglyng Ihe recomtndnde d C{rftVaLlue tltt,I ! ,Jlrd nlOtStuIc tO tllt lrll
,/r.i .) *.lett e,)t ob.,erver 's not ob.,erying opor trons 1r,sts dr(, tnird€' ol lllt| lrll oJrly il5
| ! t'LtSsatt !) f :ilrbtale out otserver's ludgemont Tcat d la aro rlol ll'e sole Lasrs lol
.rl eJf r'!r,{rr lhe lrtl meels specrlrCalrOns
l','nsc l-Phcl ps Construction
Johnson/Vo i I and/Archuleta
Briner 6 Scott
,l_q _r,ttrc--zllF---_-
22 i ttetcst of. #17
r-_-- 1--
23 lGl,incat6Linet-- -+I
I n r:-.^ r^rrt Of 5 Line
---:q-- J.-tl-i'' I r=-j:i_"--.--
o
chen and associates, inc o
=
l
Fzu,u
ll,o-
60 MIN 1O MIN ' MIN MIN
CLAY TO SILT
onavEl 26 % SAND
LrourD LtMtr %
sAMPLE oF Silty grar.el ly
'tm '50 'a0'30
.w2
OIAMETER OF PABTICLE IN MILLIMETERS
55 % slLr ANo CLAY 19 %
PLAsrtclrY TNDEX %
sand pssM Parking Area
7 HR.
15 MlN.60 MrN 19 MrN. 4 MlN. I MlN.
CLAY TO SILT
'roo 'so '4c'3o '16 '1qt
.(X?
I Q.3E
DIAMETEfl OF PARTICLE tN MILLIMETEHS
% SILT ANO CLAY
PLASTTCITY INOEX
FROM
GRADATION TEST FESULTS
GRAVEL
LIQUIO LIMIT
SAMPLE OF
Fig
SIEVE ANAL
SIEVE ANALYSISHYOAOMETER ANALYSIS
22, {Ql,--_-oerr
I L_.!_-U._!fg!e s s iona I Consultants
,_l'}:Q.pox_Z-2q
, J.iri- l-,- ep-l-orqd !---81-65-7-
Attn: lrlr. RaY Story
imba R
$fl, r tfiFrD^lxlr
tlctlllrlrS
--i
r€5r ItrO
I
LUCATION
lrSr
ITPE
O[PIX
OR
I !LVAI lor{
,N_
N
2 rBc low
r:ldc.
tl
l0' S 10't-l of Nlti corncr ll
t,tJcrol{
i lt' L l 5 t il of Nltl corller acl e 'tn 1
'a----
Type and numEer cl earth mov,ng unrls 980 Rt ' -Tfaqk I'oqdct
1l9e z^tir,,.,trber ol corrlpactron urrrls Whecl Rolling
tJlrmDer 6l !es',e3 - thrchness Ll lrll 8-l2tt
t,,rethod ot aocr.t mot:lur6 - --- .Watef TTuck
:r'5(t',(:tl l)tate.ts optnt()r's lotrr,oJ d5,r le!ull ,l our ob:lorv,rttr.irt ol lrll pl'lLl'jlnent WB hilvc.tIlrl'11
'..,tt t i rtta-t.( la conl,nue apply, q tr,Ll I ilc ctltmenijsd cofirpaLttre c llolt and motglrile lo ttrr! {1ll
'..\'tr., ttti|",r..t\ arur ott5erYer l:, r./Jt (2urcfvlng opgtdlrlJt15. Tr'5lb.rfu llti.r'J(t ot thc llll Ul'ly J5
t. ,'i : ! ' ..1.t'.:t I lt) ...3l,U ale Our C'lr',erv(',r 3 iudgernent T{jll dilla ale lr(Jl lfrB SOlo L r:'r3 lor
, t. ., . /,t,.!l cr tr,(. trlt rreclS st,{,Crl,calrollj
tosl no (3) --
In our oprnion. lill do0r hot meot lpociticatlonr rt lndicEled by
rnd lhould bs ramovad ot l'worltd .
()t Fill l€5tdd nlcuts specllicatron!
if Cool.actor advisct
o Futl tisra obscrvalion f Pan time oblolvEtlon
PNOGfIESS NEPONT
co rnc r
:' i .i0'l-l 30' S of Nltl corrler 1A 1
1r-EClFrC,lTrOlJ CCI.IPACT loN e r/ATERTAL -
j!1:-i!3ldard Proct-or density -tl In our <rpinron, hll gonofElly moels rpeclflcrtionr |. Indlcatsd by
cc: llensel,- Phe lPs Construction
.iohnson/Voi I and/Archul eta
Briner G Scott
I r:'.\l Profcssi onal Con'-'---'''-....ConsuI t ant s
-Va[ - Co-l-o1qdo -- 81 657
-At-iti--l'1-r:,- B?y-$!orJ- ire lrtrrlrc
'
| €51'
I rt|t:
N
of P trl
Lll
trtv^ltora
llo!ll
rs r-lJeiow
It
I.:.1 'r,1,i'q of Nltl corner of..P-a:king Lot
..1 -1." -" . - -': .'------;--
-
i 5'S of NW corncr of Parking
Tyr,e ,rnd n!,mb€r ol carrh movrnC 'n'rs 9.80 lt: -TT?"k LOadef '
r'rp. at,dnumbet ol compaclron 'n'tt
l{h""1 Rolling
6- 8rt
f aumcer ot pa33e5 ,... lhrckness ol lrlt t
'
r.rerhod ot actctrng morsluro - {atgr Truck
cc: Ilensel-PhclPs Construction
Johnson/Vo i1 and/ Archul eta
90eo standard Proctor dcnslty
lhrst(porlptf',tIt5frrrfrL(tnslurncdiltareSr,llt{"'lolltob''gf/'ilronol!rlllll'tc(;rllglltl^Jtjfr'lv(r!l'L'l
orl tllc cc n i,. -tiJr tc' acxtrrrlJa applyrng i4 recofTlnendc.t comfict,"* et;,rtl ijn(t tlrorllulcl\' lfrr' lrll
aw(rr,.f t,i! e., 'rl,l,rr tu, oL';e'iir is t'-ot ""tu"'ng o?c eltu'; [{'l! 'irrt: rr 'i'1r" tJt lr"r lrrl 1'rrl/ '|'
r,clrc.{rd trt .,es::er; io calrOrate- otl' *"'""' u lJcJgerncnt I 5t d;rta a'c tl{''l tlre 5olr} t,)'li i' lrl
,i,,n,l],;5 ij.r *l,t l' i!r lire llll m€€ls ttrrctlrcitl'on5
,rC,, corner ParLi"q- Lo*1
Brincr & Scott
' 6 l,l Professi.onal !gns-gl1-ant-q
A_tj1_l! ]{l1. RaY Story ---
r,terl,od ot rdcrng morsluto ----- -- hlater-Truck.
T 1.,., f. fro rt pre..e nts opr nron g forrnect as a resull ol out ot surrution Of lili;;i1l''1'a ratt pre'.cnl5 oprrlr!|rrl rulr,rru .. . . ,, I'. .''. . ..' '.1r( | -, rrr c?,nt Inuo a ppty,ng the rscommendoo c,m9rchv6 otlurt "19 TP:t-Y1:,li:11: 1: l'. , ,,', "i'l;,,;'';1":;#':J';';;;;';;;;;i*iu-,i1i'ri,iiJirc.n'ioe.otrno,t"1::11,: |--1, , : t .-,,!.rary lo cal'brate orrf obso,ve( 3 iudgemint rolt ('etr.3l9 00t:
.i | ., , r,r (,rii..r tl,e liil nrecls specll'cattonl
cc: llcnse 1- Phe lps Construction
ctlen and associates, il
CONSUTTING GEOTECHN ICAL
leld- -P.Ip 9! sL -derl-s i t Y --O In our opinron. lltl 0snorolly mestg spocilicrtio !r lndicltso Dy
tost n(J (s)- I , i
U lll out op'nion, lill .d(doos not moer rprcillcttionr rt Indicrtrd by
rdt f tqltlnd
lr6ltllrllS
T- | r^r,on)
| {Jt P rriI On I MAXTMUM I
I "',Yilin" l'.:fl'l
1 rF'soio;f-_- 1
-[craac lt!4_.11| " lrz+.tli ltl---- f -_--llltt-ll1 r--tl| - - f----L_ _--._l -- .-
.tI Yl
,, _!_ll Fofessional Consul
l'.Q",- gsr-?lf
1:
{4
$t r tot|crnfl
ttSlrlllll9
LOClrtoR
t arkin
edgc of Parking Lot, 10tE of SW corner
IYIE
(,1 Pltl
l)tl
t r LvAI l()N
{l66ll
corner
NW corner
co!ner
l2rBelo
.radc
ll
o_
Retest of. #42
CiTTCATION COMPACTION T MA'ERIAL 90% standard Proctor dcn-s!tY,-.
ot oarih moylne ,n,t: -9g0--Lt '-foedcr--
ot complcrron unrrr: - wbeel. Rolaing----
thickness of rrtt ---- 6-1.2|.r ,
mor3tuttl
! a.rd numDCf
e and n'./mbo,
,r!r, ol p&35eJ
',il.J ol addrn9
; r ' I ir. r !c'' ts olir ntcns f ormed as s result of out observstlon ol fill placoment uJo h avo t ()lrt'(l
, i. .,: 13ct i, I o contrnua spplyrng lhe rccommonded cornpactiv€ elf orl and motslute lo tno I'il
' ' , , rtlic!r our obgetver ls not obierving oporations Tosls 0to lnade of tho lrll ofrly irs
: ,1..{ ..y/ lo c3l'Drate our obsetver's i,Idgemont. Test data a'e nol lhe soio b;r:rs lor
. . -i Ll:-rlr tr.C'lrll mecls sOe€rlrCillrOn3: lli'rrsc 1-PhelPs Constructi on
.Jol:nson/Voi land/Archulct a Frank Quinn Bv: S.D.
T.PPROVEL tsY
, -iLi L - Ca-i-orl'do-81'552-"--
\1 tr: j.tr. RaY Sto
N
lo I N edge of Parking Lot, 15rE of 11'-t-of W Parking Lot, 25tE11 | N edge
Nof lt' Parking Lot, E of
N
!ABORAIONY rIELO
got! tYP€
OnC
lo,/al
MOISTURE
coNrEH-Tr {})
co[|?lctlot{(%l
,r". rl 9.3 ' 1','90 si ltv sand €' gravel
;,; ,l
..,t.; ..:
tl7 .2'6.6 94 lt
12!
'
r24,
724
t
,1
o?., 1 !/tl
9.3 108.3 8.9 tt
'-- --: .'
9.3 8. 1.89
124.L v.J 116i1.8.5 94 ll
124.r v.J o1 95 ll
Eo rc.noYod or roworkod
Briner tr Scott
crl
;.,.r22r80 oArE 9/9/8i
YREPORTHO. 10 SXCET 1 OF . 2
CONSULIING GTOTECIIN ICAL ENGINEE ECT FILL OB$FRVATION A TESTINOP.0._ tlox 726
Yli"i. -Co.Iprado 81657 -
.\t t:1.: - ,irlr, Qry St.)Ty '(nrtqtlrlfiareltlllllS
90% standard Proctor density o In our oprnron, lill gonotElly me€t! gpscilic8tionr !E indicrtsd byECIFTCATION COMPACTION i MATERIAL
.-. l
980 Rt Loader. D-50 Dozcrge and nun-,ber ol latlh moving trnrl3 -i,II-J'--- -:--a:---:-:---:--:'-:-: j
i;
lcsl no (sl
bt Frll !ost{}d rnools specllicationg
d C,-)ntracl(rr advised
O F ult trm€ obscrvalion
Pf TOGIIESS
']EPOIII
o tost no
o In our opinion. fill door nol maot spocilicalloni a! Indicrlod by
pe and number or complcrron rn,,..- -lo'nu8- l[eels.{-?:-t--!to-!]qt
8- 12r'
mbe. of palsal lhrck nesJ ol lr ll
Itlat er Truck
'lhod ol addtng motgturt
r,, rl,!iilrl p.Oients Opinronr tormed 8$ a rO3ull Ol Our ObSorvutron Of lll pl ceme.lt Ws have.elts.J
1.,,, .ci:tractor to conttnuc rpplying tho focomm€nded compaclive ellolt and molstur0 to lhe lrll
rii. j trrr\|s vih(in our Obs€rvet tt not Obsolving Op€rAtrong To3tg aru made Ol tho lrll Only s
,,,. .,rr:es:ery to calrbreta our observef'3 iudgemont Tost data are not the lolo bas's lor
' .., rr|| e,i,cthel lha llll nrcot5 tgecrfrcalronJ
,, c : llcrrsel -Phel,ps Construction' ,loirnson/Voiland/Archuleta
Br iner
sc ,..
--I 1,. & M Professional Cotl:ultants
I
I
i ! ' rocAttoN IYPf
t)EP l fl
on
laavatrotJ
(r601)
t, 00RAronY fIELO
EOIL TYP€
onv
OE N:JI T Y
(rlcl)
0lr c
(o/oI
MOISlUFE
coHl€Nr
lhl
c0lr PAC rr0n
t%l
-.tl' ir l)arkins Lot . N edse . 10 t E of NlrI corner N
SrBelow
Gradc [.;.,I 9.5 91 Si itv sand E pr au,eL-u'-
:i. lf It:r.rtino Int N arloa 1(lF nf NW .'^a.na?.-N _.
N
-'1.__24 -r 9-3 110.
114;
707 .
IT2.
oq
12.4'
90 ll
Cl 1r' Pnrkins l.ot. N edoe. 2OrF of NW corncl [,, ;9.3 92 tl
I.lR I lqrq qrF'n€ NW eorner of lt/ Parkins l.ot N [;; ,-9.5 87 tl
dq lltetcst of #48 f,l tl
3 -lGloiv
Grade
o?90 ll
-
50 | t't edge of E Parking Lot, lStE of NW corner N [;,,9.3 11A'l 8.9 92 tl
51 | 5'S lO'E of NW corner of E Parking Lot N tt 24.r 9.5 107 .8 9.1 87 tt
! Q_q Pyg f q-s-C_i o44-L-!9ir,s u ll!,ltt s -
P,:.1Q,-. BPx- 7-20
r0{, r tdFrnor
lxclrllrll0
't,:,:'
| ^0()lralonY
t(rCAIlLli
LlAlrMUt t
onY
o€N5rI!
(fr,rl
:, 1 ' ltctcst of #52
l(I
.N
. I'l
N
N
3rlJclow
Ctar.le
tt
l0t Be1or.r
ra dc
i:
tl
24-,L
24.1
?4_,L
28.,q
28.8
28.8
tustno{s}-----<
(l In our opinion, lill door nol mset rPrclllcation! $ lndicltsd Dy
55 5rS 30'E of Nhl corner of i:Ler!!re Lot
5'S 25'li of NW corner of E Parking Lot
Retcst of j55
90% standard Proctor dcnsi
:r,rurATiotl ccr''lPAcTrorr & uArE f'{lAL
and 3hould.b! Fmotad ot rcrorlo'1
lasl no {51
"/0c a^6 n!mber ol sarlh movlr'g unrts
I fpe aod liumbef ol cornpactron unrls -
.lurr'ber cl passeS. ,- tnrchne:s ol lrlt
./ ethOd ol ldO'ng mOr3!urA
t,t.) t('f)otl pr0sent: opr nron3 lOrmed as a resull Ol our obscrvatrOn Ol llll plflc!rnrerrl W'rhil'()rulrsl
' ii,: con!ra(lrr to contr n ue apgiying th€,ecommoflded compacltv0 ellrlr t itnd lrlorSlut{"to tl'rl lrll
., 't||]tf t1 whcn out Q\te(rea 13 fiol obgetving opetatlorls Ttlts aro Inadc 'rl lllu ltll urtly rr"
' . Jr 1l r.!j. L.'j9att lo callbral8 ol,f obscrv6t'3 ludgement Test dijtJ are oot ll'e 5ul8 l":ri"l l( r
.lttt t:.r ..<o wr'le:l)cr tne t,ll rneels specrlrcatronS
Lr: llcrrsel-Phelps Construction Briner & Scott
Johnson/Voi I and/Archul eta
FILL OBSERVAT1ON A TESTIHO
56
td( 3 tqtGrfitt
lr3llttllr9
. L I M Profcssional Consultants
"f-..0_. norx 726...
.Va_r. -l-,--C-Q -1
qrq d o Jg L6-5. 7-
: l.1r . Rav St o
'i toclt rotr
LAIiORAIORY
|{,TL TYPE
ilt s and
DNY
DEhSITV
(Dcll
{)tPl li(lll
llcrr)
124,1
T24,1
124 .1
Lttt. L
1:?4 'r
114 |v. J
F Fll leslcJ tllrols specllicatlofrc
dl Cclntraclot adv tsod
tl F ull trnrq ob'i0tvatlon >P Psrr tirm obsgfYrtlon
3 | lJc low
Crade
tl
6tBclo{,r
(iradc
tl
5'Bclow
Cradc
It
o f Nll corner.t--, I a\t L--t -
:19 120'u 5rs
{rt./ hr l)arli i ng [,ot, l0tE 20rS
Lot, 10r[ 10rS_u' .ltJ,.'-'-':!"*
Nl'; corner of ltl Parking LotfrJ
!,'li of Nl'rl corner at N Edge of Parking Lot
i
Ll tr'r our Qprrrron. ltll gonarally meol3 sPoclficltion-s a5 intjiEat'd by - : i" r ':
[)'.1 no (s] --.:-- '..
!( lrr our oprnron, lill doos nol moot Epoclficatlont as lndiErtod by ,. :.' ,,
tcsl no (s) 6-?
der
.'L^^^-t^^fotrL-ut./Jrvvr
R*1?rl
r ct-ELcA l rcr i cor/PAc rrotl 6 f,'!,\Trfl rAL -9q? l ! ald ard t roct-qr' dcns t t y
,,1, -n,rr'",nent,, !)i -ungqr. ri I iru.
/l c lt ,Jnu.OO, O, "Ortn 'nor,r'tn
,n,r, 980 Rt t'oadgr
| /1,(, rnt n,r'rL+rr ot ccmgact,on uT ,ts Bornag V i b Shccps fooc
l.]rtIl]clotpas5e1--th|.Incs5Dtl'|tq-12]l
velhod ur adc,,,9 nro'3lwra ---. - .. - l{iltcr' 'rruck
Tl'r!tcOorlprc:rrnls.JFinronSir,,rlrtt'drrsartsultoloutLro!erv,tlrolr/rl trll [)lil';clilrtll Wo l]it'/tr t{-'1rl'
i,n !!-,c corrlraclor to conlrnug aPQl'/\N.Jtlte Ieaorime,|dt:rl cornpaclrvc e lllrt Jnd nroiSlur.sl{) lll'r ll
.:,J1 r ? t,,i {:s vrh€fr i,ut oolerrel "l r'i,l ooservifil,l opetatlorlS lgsl!,tr1: I'iido ul thc I'll o('i/ ;l
ri,:i,e,/rc r,e.Ls.)ary t.l caltofale ouI oLrcr,er$ lud9e-e,,t T('11 diJl,t i1.0 ll'rl tlr0 solt] Ia.,r! i
optt\Lr,! O., ttl tl,t.et llrr lrll mrr.,1S :r€tll,caltOrl5
ctilrnl W0 tlit,/tl t{-'1rl';l
Jnd nroiSlurg t{) llrar ltll
id0 ul thc I'll ()('il ir,
fr,,l tll0 sols l.t',ts i tt
I cc: llcnscl-Plrelps Construction Brincr
I
[, Johnson/Voiland/Archulcta
ffii,
N
N
I
N
PIIOGitESS IIT PORT
chen and associates, inc.,
CONSULlIN6 OEOTECHN ICAL ENGTNEERS'
> 22,802 o^rE ' 9/12181
11No.5sHESr:oF
if t r :, itl.-, !|ry-!!of.I=-,-
rotr r t{xrornda
l||ellrlllre
- -l'- -l I t^oor;roAY
rcor,oN I r',ii I r,,.u^r,o', 1".:ill,, I i%';{rtr.t) l vL'r'x" I .':
O - .- .,- =",F ?n,c ^s r, """"- I * I l;:::". i"*'tcorner lu lcradc ltzl'l! !-. tv .l.r4il'g tot, -rg t-!9.1-s-o--t
- "* -r- * -t--
I I iri rrrl| 'rst I ctnLccrlroN l;',il; t rrrvalrortI i t 'tr.r)ll_- 1-- lriu.ro"lt'
3o'E gors of Ni\l corner I N I cradel1
_ry_,j_J-ql_g-e.t-.ryIee-rrer i- [tttltlttttiltl-------:,-llll_--il
llil
i'r-,ylislrs.-ry-:::zu-e{-.ryIee-rler i- I ".
il'z-{:Jiittr | | ....--l---*_"- r I Itl
I,L-=-- I 'lriti_-il
.t
cA'noN cor,rpAcTroN a MATERTAL 99-?"-9-!e!dard Proqtor detrsi ty
ilcr . p't!-.t!"nl ,- 95% under slab--- --
:,i,( t^d nr/rl,er ol earth movlng unrt5 980 Rtloader "
' /!:: n' :) nJml'tr rlt ccmpactron unrls. l''lhce I rol ting
8- L2"
, . .l rl gits'.ti . lr'rcf Ir€:: ol l'11
, ,j ,,-)d,r9 rr,o,.rr.a - lJatcr 'l'ruck
.t1 '.,t',.'.t.. :"ttt'.t )l(:liI\a:Ci\":lt.;'utl{Jot!l')!)';ttv;)l:Qtttl lll! t'1'rl-!rrr!ill V!trfl'!!u/' i"rl
'.::.:1,...t.',' ,rr;r'll'itt'g',;,'Jrluulllrllriide'1 /.Qttt\l'i 'ltJ\:cll!" t 'rl,d rllCl5trit{ l0 lltr:fri:
, .,. , t,.),!:t.,lt!t t.- ttt.\ et.J:et,:iq ui,!lrl.r.lr!, 1t::li arl' l'"r'lr: t'l lll't IJl r"r!/ 'r5
'..i1 r:i r.JlLrdlB rJL/l cr"att\('t:1'r;,lgcrrrenl T'jt'l (j'rl'l urrr l|Llllrt'!oll! l)'tl'''i lui
, ', . . t,. i. :t :'
" ltll ntttta r'ra:'. lr\ rl r-:ri5
llensc 1- Phe lPs Construction
Johnson/Voi 1and/ArchuI eta
llrincr li Scott
TOI,' t* M Professional C
P.0. ts'ox 726
Vai.l . Colorado 81657
_Aftn : M" . P ay St ory
t&r G toc:'anel
!s0tElt!tr6
',1,, i.,fli,,,1|.,,.:.".9
Itcnen ano assoclates, lllc. ',
CONSULTING GEOTECHNICAL ENGINEERS
TIST
NO
SPECIFICATTON COMPACTION & MATERTAL 9090 standard Proctot density o In our opinion,lill genorally m€6t! specitication3 a! indicalod by
lsst no.(3)
O tn ou, opinion. tilt doos tiot
''leBt
specitication3 a3 iodicalod by
98O.Rt-laader
fype and nutnber of comptclion units:-Bomag Sheepsfoot, Vib.
thick ness ot lil t 8-12Numbet ol pa55e3
lest no, (s)
Q|(Fill tesred meets sgecilicalion3
and should be rernovad or rew(
|ll,lhod ot sddrng moislu(e:
T.rs report presents opinrons lotmed as a result ol our observation ol till placemenl. We have relrcd
ctr lhe contraclot lo corrlrnu€ applying lhe recommended cornpactive elfort ancl rnorslure to lhe lill
dJrrng frrrres when oe( observer rs not observing operalions. Tests are made ol lhe till onty a9
lr,lr,Jved t'ecessary lo calibrate our observer's judgement. Tesl data are nol the 3016 basr3 lot
oprr!ron3 on whether Ine ttll m6et8 gOecilrcations,cc: Herrsel-Phelps
Briner G Scott
Johnson Voiland Archuleta
Water Truck
Frank Ql.rinn Byt S.D.
APPROVEO BY
crl
chen and associates, inc.,,i
JOB NO 32 I,duu _ -Oare _' vrrqr,iff
DArLy REFoBT Ho.-fl-sneer 2 -or --$'-^r-' U- M Professional Consultants
P.0. Box 726
Vail, &llorado 81657
*.Attn: Mr, -Fny- Stor"y -
CO NSULTING GTOTECHNICAL
SPEC'FtCATtON COMPACTION & MATERIAL
Tvpe and nembe, o, compaclion units: -
Number ol Dasse3
-..---
lhickness of lltt
L{elhod ol add}ng morslurg:
Th rs .eport presents opinions lormed as a result ot our observalion ot lrll placement. we have telred
On the cOntractO. lO COnlinue applying the recornmended COmpaclive ellort and mOiStUre to the lill
Ou/rng lrrnes when Oef observer iS nbt Observing operation$. Tests are made ol the lill onty a3
belreved ftecessary lo calibrale oul observef's judgement. Test data are not the sole oasjs for
oprnron3 un whethel the trll tneets specrttcalions.cc: l{ense1-PhelPs
Briner & Scott
Johnson Voi land Archuleta
'. $IJ.BJEC-T FILL OBSERVATION A TESTINO
o In our opinion, fill gon€.ally |neats ip€citicsrions 8! indicatsd by
tgsl no.
o In our opinion,filt do6s not meet 3pecificationt ss indic.ted by
and Should bs remoYed or re\,{ctesr no.(s)
F Fill tested meets specilicalions
ts Conlraclor advised
O Full lims observalign i Ct Part time observation
PFOGRESS REPOFT
tol t toGSAnGl
ItgllttIlrlt
Frank Quinn EY: S.D.
APPROVEO BY
' gll
ro,?& lrl Professl_onel llolluItants
.' P.O. Box 729
- Va i I (lo l ntado 8l 65J
Attn: .Mr- Ra.v Story
chen and associat
CONSULTING GEOTECHNICAL
gnStGFSAritsl
tFettttrtuE
It
I
I
I
SPECTFTCATION COMPACTION A MATERIAL 90e; standard Proctor density
ffir*,.rrtt,
Type and numbef ot compaclron unrts.. BoTnag Vih SheFpsfoot
Number ol passer
-
thickness ol lali 8-1211
Merhod ol adding moistute:
-=--
l{atcr Truck
Thrs repon presenls opinions lormed as a result ol our observalion ot fill placement. We have aelied
on the conlractor to contrnus apptying the recomm€nded compactiye ellort and rnorsture lo the lill
duftng tlmes when our observer t5 not observing operations. Tests aJe made ol lhe lrll only as
bclrrved neccssary to caltbrate ouj obsefvet'3 ludgement. Tost dala ate not tne sole basrs lor
oprn'oos on whetnor thq lrl-l meet3 specrlications.cc: licnsel - Phe lps
Briner a Scbtt
.lohnson Voiland Archulet.a
' tqEl rrlJ.ts, , . ,,
o l our oginion, ti'|, doas ool lneet 3pecilication3 aB indicaled by
test no.{5)and should be t€tnov€d oa rew(
cXFill tesled m6els sp6cilicalion3
q(Contraclor advised ' '.'.
O-Full time obssrvalion O Part lime obserYelion
PROGRESS REPOFTJ
Frank Ouinn Bv: S.D,
APPROVEO 8Y
c!.
sil sand
.r oHN SON -VOILAND-AR3LETA, tNC.Consulting EnsineeT BOULOER 444.1951
ARVADA 420.2O5t
BY . DATE
' CHKD, BY- DATE
JOE r SHEET NO- OF
PRE LIM.
FII{A L
PROJECT
GLIENT
ftporTt*'ltz-t Dm ft+Ds Pn-oalA u^/E @;I?rer,*,,,a
&tnt- To 17tg Borronrt AE\/. oF ?hps jtlow4
tr t-ot^,&- P\D
D€S,e@ L&4f?c,/st fuuR Amm@!Pr1- Pft 5
6-20- 6t
Ntrrl A 'tbP As/.
ot-l 'f-t"ff ; THrcK^lafi
o
MEMORANDUM
I1f.\
MEETING: LOCATION
PRESENT
fnn /
pHoNE coNvEFsArroN wrrH: -tlYlavK.- -C"WntLr/ -JU*
&rne- ,- -c.'luv',,.'- €--hr^.e [lurr*- - L-..o -iorarer-cJ- Ju--
.l:b - F*n- . ,4.J e vrco.,#Jre4 *t *he- d*,-
I
-,-c'r'lr,,,r'-:=_-_
-,1&-:-2.!!
9l--\\4?&?_ rt=u!:,zE
architects
.143 e meadow dr.
p 4* tbe
b L * t1be-l'& - ttb-e
-T()r
colorado 81657 Tt*
v:776 3038
€ I --rc.€ \\d-e
-i..
rr- JlTj,lt+ _afte&-- the-
Q,P
ir S IMBA RUN
Allowable Floor Area (Revised 8/28/81)
East Euilding (R-l)
29,900 sq. ft. table 5-c (Appendix 5)
29,900 sq. ft. Building over I story (Appendix 5)
59'800 sq. ft.
59,890 sq. ft. sprinkler (Appendix l4)
ll9'600 sq' ft.
29,go} sq. ft. separation on 3 sides (appendix 7) 3O-ZO= l0 x .02! = .l!
149,500 total sq. ft.
Athleric Club (A-3)
29,900 sq. ft. Table 5-C (Appendix 5)
59,800 sq. ft, sprinkler (Appendix l4)
89,700 sq. ft.
North Bldg. (R-l)
29,900 sq. ft. Table 5-C (appendix 5)
29,gOO sq. ft. Building over I story (appendix 6)
59,800 sq. ft.
59,800 sq. ft. Sprinkler (appendix)
I19,600 sq. ft.
59,800 sq. ft. separation on 2 sides (appendix 7)
50 - 20= 40 x .0125 = .50
179,400 total sq. ft.
Parkins (B-l)
39,900 sq. ft. table 5-C (appendix 5)
39,900 sq, ft. building over I story (appendix 6)
7tr866" sq. ft.
79,800 sq. ft. sprinkler (appendix l4)
159,500 Total sq. ft.
West Buildins (R-l)
29,9a0 sq, ft- Table 5-C (appendix 5)
29,209 sq. ft. building over I story (appendix 6)
59,800 sq. ft.
59,800 sq. ft. sprinkler (appendix l4)
I 19,600 sq. ft.
8:l ,700 sq. ft. separation J sides (appendix 7)
5o-2o-30x.025)=.75
209,300 total sq. ft.
r"Arowabre "'l".r:::: ::::-
(Revised -iiliilt
",."
Bl,765 sq. ft. l49,5oo sq. ft.
13,871 sq. ft. 89,700 sq' ft.
48,357 sq. ft. >l7u l79,4oo sq. ft.
East Bldg.
Athletic Club
North Building
Rat io
.55
a/.lo
,TI
(separate Bldg.
w/\ hr. area sepa rat ion
between park ing E
amenities)
(separate bldg. w./4 hr.
separat ion between
amenities and
north btdg.)
Parking 41 ,972 sq. ft.).G l59,600 sq. ft.
'dest Building 55 ,75o sq. f t. L7 2o9,4oo sq. f t.
7/
z7
Li.
*,,1?
506.507 uNlFoRM BUILOING CoDE
(b) Unlimited Area. The area of any one- or lwo-story buitding of
Cr*o i'""i croup H' Division 5 Occupancies shall not be limited' if the
j U"ifa*g is provided u'irh an approved ,
aulornatic sprinkler system
" irr-ro"e;""i, is specified in Chapter 38, and entirely^surrounded and ad-
joineiby public ip"ce, ttreets ot yards not less than 60 feet in width''
Tne area of a broup B, Division 4 Occupancy in a cne-story Type ll'
Tvoe ttr One-no,r, o, ivpe IV building shall not be limited if the building
ir'J*itav trtto"nded and adjoined by public space' streets or yards not
Iess than 6O feet in width.
2. Secrion 3802 (b) 5 for Group H, Divisions I and 2 Occupancies'
3. Substitution for one-hour fire-resistive construclion pursuant to Sec'
tion 508.
Maximum Height ol Buildings and lncreasos
Sec. 507' The maximum height and number of stories of every building
shali bs dependcnt upon the chatuttet of the occupancy and the type of
coniru.tion and shail not exceed lhe limits set forth in Table No' 5-D' ex-
cefi ai prouiaeA in this section and as specified in Section 503 {a) for
mixed occuPancY buildings.
The limiis set forth in Table No.5-D may be increased by one story if
* ,n. UuiiJing is provided with an approved automatic sprinkler system
$ ,ir."""ii""i] r1,.'in..*ur. in rhe number of stories for automalic sprinkler
$ ori.tiiirt"rr not apply u hen rhe automatic sprinkler systems throughout
-'
are installed under the follon ing provisions:
l. Section 3802 (b) 5 for Croup H, Divisions I and 2 Occupancies
2. Secrion 506, for an increase in allowable area'
3.Substitutionforone.hourfire-resistiveconslructionpursuantto
Sesion 508.
EXCEPTIONS: I To*ers, spires and steeples erected as a part of .a
u"ifai.i"J not used for habitaiion or storage are limited as to height only
U1 tt^irut"t design if completely of noncombustrble. ma.terials' or may ex-
iJna no, ,o
"*.ecd-
20 feet aLove ih" h"ight limit in Table No' 5'D if of com-
buslible malerials.
2. The heighr of one-story aircraft hangars shall not be limiled if the
$ uuiainiii privioed "'ittr automatic sprinkler sysrems throughout as specified- ;;Ch;;,.r )8 and is entirely surrounded by public space' streets or vards not
less in uidth than one and one-half times the height of the building'
See Chapters 6lo I2 inclusive for special occupancy provisions'
52
1979 EDtTtON
Fire-resislive Substllution
Sec, 50t, Where one-hour fire-resistive construction throughout is re-
quired by this code, an approved automatic sprinkler system, as specified ff
in Chapter 38, may be substituted, provided such system is not otherwise
required.
EXCEPTION: Such substitution shall not wait e nor reduce required fire-
resistive construction for:
L Occupancy separations lSection 503 (c)1.
2. Exrerior wall prorection due to proximit;* of property lines lsectlon
504 (b)1.
3. Area separations lSection 505 (d)j.
4. Shafr enclosures (Section l?06).
5. Corridors [Sections ]304 (g) and (h)1.
6. Stair enciosures (Section 3308).
7. Exir passageways lSection 331I (a)l
8. Type of construciion separation (Sectioft l70l ).
Arcad6s
Sec. 5(D. Arcades connecting buildings and used exclusively as passage-
ways need not be considered as adjacent buildings for the provisions rrf
thil chapter, provided that the walls of the building adjoining the arcades
are finished with the same construction as required for the exterior walls
of the building, with no communicating openings between the arcades and
the building, except doors; and provided thar the arcades are of nor less
than one-houa fire-resistive consrruction or of noncombustibl€ marerials,
fire-retardant treated wood or of heavy timber construction with 2-inch
nominal sheathing.
Sanitation
Sec.5l0. A room in which a water closet is located shall be separated
from food preparation or storage rooms by a tight-fitting door.
Comgressed Gases
Sec.5ll. The storage and handling of compressed gases shall comply
with the Fire Code.
; 5o&s1'l
i::
{
trt
iil
i
rl
jri
lil
i
n
ifft!l
tri
fll
T
+
$t
ti
ri>:i:*f
'T-S-;l(lffri
(c) Automrlic fied in Seclion
Gd in tnis subsection 4q4$
P?Y *heu
'.:iri-fi automalrc sprlnKter syr,"ms ale i;;;tleIunde' lhe follo*
+-_.FJal
Hensel Phelps
Construct'roil C'o.
o
Memo
For.cllon to
For Into to Yo||aactlon o' raply L raqulrid on o. balora
A'l EAsf FdttO loq 4r tJ
Fh-e + Ttta 6p6-trr-,r,lj f.-'rt
atz Fotawue( RJT-.=;IJ-7;^
htrdttai }PV \5ptt17765 lLotltuv Curt-
Ltt)L a+;
ltF,T> ryf:D
A?roo< - L.uAfior)c-6
lO' Fasr oF 6A L
e 2'.Fao. aeaw C-Ga-\
lc'ltrrrurCQt
ltt ^-/o/r{,t44+o4*"-l'' &4#^''"lA
,:',',l-',n-trAJ- /' +tA;S-
.z,b4ec
t f\.a hJE- fO -[
'J1i: l€t/.-{ Trvo
/,
,/
i
115,1 ,
lrc.a
106,3
lrc.a
tL_ /I -/tLD
R.3
lo.Lq.7
7.1
Rer{i\iir.- 2 .?ilc-(u( &Wfa z .r
fLu.rr? t<D t?-O (tt*tt'<t ll0-llp)
{had" , drt /,5 y'. t /r*,s.n/\,tr-.$/_ -:--+.fr4'/1* -/f-'61e rh*i.ilut"'
0 ,rl*
J
0fficial
8r657
Condomin iums
4.
5.
Exit lights will be added in the
exterior exit.
Battery emergency I ighting is to
However it does not have to give
level if it affords enough light
corridor.
stair wells showing direction to
be provided in the public corridors.
a uniform one candle powe r lighting
to aid in safe egress from the
6. Ramp to swimming pool - the ramp to the swinrming pool can be a
slope of one vertical to t horizontal if a hand rail is provide
on one side. lt is further understood that the pool is a private
cl ub.
7. Provisions for the hand icap will not be required in the pool locker
roorn since it is a private facility and a majority of the people
will use their own condomium units to change clothes in anyway.
brirer/scott
architects
143 e. meadow dr.
vail, colorado 81657(303) 476.3038
April 28, l98l
Steve Patterson
Chief Bu i ld ing
Town of Vail
P.0. Box 100
Vai I , Colorado
Re: Simba Run
Dear Steve:
For my records I am writing to verify our understanding on the
fol lowing items that we have discussed.
l. Fire protection of columns with two layers of 1/2't type rx'
gypsurn board. (Appendix l) - fire protection of the columns
by the layout as shown is acceptable. Depend ing on the weatherit is our intent to fire proof all of the exterior steel and
the interior columns with this method.
2. Fi re protection of interior beams, (Appendix 2). 2 hr, protection
of interior beams is obtained using a continuous ceiling membrane
using *" gypsum wal lboard (U.L. design G5l4). When a continuous
membrane is not obtainable then l*rrof sprayed on fire protect ionwill be used.
3. Panic Hardware - (Appendix 3)
The pool area since it is classified an A-3 occupancy is required
to have panic hardware. Howeve r since it is a private facility
with a real use of less than 50 people panic hardware wi ll not be
requ ired - it ls also understood that the doors will not be locked
while the poo I is open and in use.
{
ll
Steve Patterl
April 28, lt8l
Page 2
It is our understand ing that we are in cornpl iance; if not' please contact
Gera I d 0 ixon
GD/cg
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Chapler43
FIRE.RESISTIVE STAT{ DAR DS
GoDoral
Sff..1101. tn addiiion to alt rhe othcr rcquirclnc-rtts of rhis codc' fire-
*itri"a n""r*i"|, shatl m.ct thc requircmcnts for fire'resistivc con3tluc-
tion givcn in thir cbaPtct'
Fbo*sebtlre ?labdalr
S*. lmZ. (a) G.ncrd' Materials and syslems ysed for tirc-resistive
pttlil.ir-niiiil ii,titJlo irt"t" tpccifictl. in this chapret unless accepled
undcr thc proceoure g*.n 'n St"ri'on 'f302 (b) and shall.confotm io rhe
Eiioi"ing ti*nd"tds' For standards for the spccific matcriah of corstruc-
irti-iliii.i'o i. i" this chaprei' soe the appropriatg clptet in this code or
il' U;ii;;-d;il-iint coai Standards specificallv resdarin8 such
quartz, clrett or flint.-
iat pnltmrf".ny Fhccd Corcsc|.' Pneumatically placEd coffrctc rith-
*i-G"iiggt"eaic shall be clartificd as Grade A or B co*crac in rccor&
ancc with aggrcgate userl.
55r
'fir.il;;;;:i;iit-'**i::l[:'LTlll:,T::;J"',ilH;,'il1ii:ted by lhc Person responslolr.
,...,,]t_o1-luilOlng codes an^d
_fi
re insurance rating regu_ilrrons ailow beams, girders ano truJies ;;I"";;"rn-ll:ii: li?roofed, ..drh.un,r plasiei"ii#.iln,il *
:li.:'.5_:,:., gcnerally w_eiqfrsrbour r o rbsi per'sq.. rr.(,r surtace area of rhe shell. To accomptish,tfre-ii*e
:::gl:._91grol1tion wirh,.concrere, it *6urJ ;;;u;" oItlUcn greater thickness. T.,,* rr-tr," uiti*?ili:;;d:t savirtg in weight is iignifi'
her
For discusston ol restroined and unrestrained beams,.ttc page I O.
:hLTl:l:T of rhc bcanr.cxtcnds nor more than 6l:::l:: jTu'* rr,c prunc .,i"ir,.'.:.'iirie, lilli"ll,ii"? rl:Tl:::.lj:,: . rr tt u r. u nd r hc. sr r u L. I u raT'r"rnt"..' iiif,.
;.._.._.1 :..,.," Urs [)ri lc (tt the cc,iling, the ceilins isrurrcd_do\ n arrtl trround thc struclurai m.mlo"
-iio,L.
l:, ;lT, i3,i : i:
r r,rr. r r.ra, f, i *h-r. r h.'" ilfiH ffi irbill;
:l:, | ill i:*.1,,r''r.. r heu rri p;;,il il,f,ifiil,oilftffi:;..
1 UH. :', L.l.l:.,1l ",.: i i,i J i,r.r,i l, r ii, il#:". trii:lll:l: p .:,t r,, g, ii,ti,.,"f i,, ifr '"'jiilli,,i,i, r,,r,.pii:ll
: : : ll.:_. lr i.i ",I t, i i,'u f i u ; ril ; il' liil' :,:,::T'",,?;
;lill:,1:."1^L-:,rsidered t,.' t. ' iii" i.i.
lhlt no conrhu.l'bl '
INDIVIDUAL EI{CASET,ENT PROTECTIOII
....-fht' individual encasement of beums, girders. crc.,
.'l,ijf;,.,: .:1.!l fj srqlurn rurn nd pta.s1sl e1 *vDsunrtl rr'){\,ird rs gencrallv accepled by.regular.riy.diJi".,llDtl ; ::ry be desirablei
( | t r+ hcn. th-e. firc protcc.tion^ for cuqlr nrcmbcr.s,y.\ulltv higher ihan q, n,rl,r., ;;;ll'',l"i."ryrncren.$e rhc cosr of .the ceiling. ii ri.i""n."retalivc.ty fcw 3 or.+ tr"u.i fi[i*;i.j''h";_,grrdcrs, t-rc.. and onry a i_r,oiii'n*,r*.if"i ;,,rcguired, it is renera.ily u-n*".rnnrni.lul-;';i: _
..,., -11, 4 hour floor_cciling throughout.
I r, wncre no ct.iling is requirccl irr where a non-rared ceiting is io be u;ed. tnJivi;;;i #a;.-nrc'nl of hcavy [rennrs, q,r.a"rt ..t.i, lli
*"r,,lify
:rtcr>nrptished -by
applicarion nf gyfiu* liurrc,ro sclf-furring nierai larh wtrict liiieen t[r-nr"Ar.t hox thc.niembcr.,or gtpslm wall|rrn11t 63yt)d rnstullc(l trr [111 ,1r" rirlhtrcr.
ffii-"#'
DETAILED DESCRIFTIOI{
st(grclt Alto DEstGtt otTA
Fire TEstl UL R4l97.f
Oesign 19.3, r.29.39
Fire Test: UL R1319.79
Design G512, 4.14.65
Fire Test: N8S 337, 3.4.54
Fire Test: UL R3413.4
Design D404, 7.1-53
Fire Test; UL R3789.1
Design A406, l0.3-56
No.
3
HR
Bfii 3110
Constructior Typrr lrlctal Lath, Gypeurn ptaster
ltlf'l !ll;1.li1".9 gypsurn.perlire ptaiter over t.4 tb. diamond
$,"t^n^.,".91 tath attached.to beam with I I gage it""i'iiipsy o.c. ( | hree hour restrained beam.)
Construction Typr: Geiling Mcmbranc Fireproofing, MctalGnannets, GyFum Warlboard
1^rjl..[qo^lt,qry type-X gypsu.g wailboarcl or veneer basescrew.attached with l/ type S drywall s"rews ii,;-o.J. todrywail furrins channets ii', o.c. ti"o "tir'' iii-eii" Jir'" tobottom chord ot steel ioist spaced 24,t" g .rpp'oiti,. j'Z yr"gltgrggt" Two furrihg. channers at end loinls with Ua,, x4.y4 gypsum Doard Strips ove, ioints. (Ti,ree hour u;re.strained beam.)
Bil 3310
Con3truction Typr: Cailing llembranc Fireproofing, MetafgnannGls, Gyprum Waltboard-
*-tP"-1{9o ceiling of Ve'l typ, x gvpsum waltboard or venaerDas€ scre\fl attachad with 1,, type S dqnva l scrers tin o.c.
!p- l:ITq channets sp?ged.?4',1 ;;.;it;;;;.;-;iir, i5 e"so
ii:{li?xl-'*1"'3f,.i':l;ffi
""ri.q's.:Hl!,-:i,ii','.!'f,
fiiunrestrarned beam.)
Fire Test: UL R3SOI
D€ign c5l4, 7-A2-66
8{$ 3410
construcrion tto'
l$li:*o#:il1'ii."",:'J"u'"f ing' Gvpsunt
7"" !,?k gypsum.perlite ptaster over.Ji1,, perforated gyp.sum tath tied on .,U'1 shapeb angle brackbis jp;;A i?i...
li?y.19_bF?T extcndins betow deiting. p;;vije ei4;-s;ceDetw€en. tath and beam. j/tt, l:2lz -gypsum_pertiii piJ*er
if'"':Fj'f.lJr.r'fi ,'ru':'t':",liii,;i'l's***#1.'"gl:oragonat rvife reinforcement over lath and beam'pioiefiion
:|:9::gS from cettutar.sreet deck ana z|i;-ioniliilLu,( | nree hour unrestrained beam.)
Construction Type: Gypsu.m plasler. Melal Lath
!Vz.'' t:2 gypsum.perljte plastef applied oyer 3.4 lb. sell.rurnng dramond mesh metal lath tied with I g RaEe ;ir; 6rfo.c. and held 7a,,from sleel. (Four hour
",rr..
rtr3i,io.f U"im.t
Construclion Ttpc: Gyp!0rn ptartrr, Mctal Lath
l,;z_l', l:Z.4.gypsum,.perlite ptaster over 3,4 tb. diamondmesh metat lath tied with lg gage galvanized
"i.e +;"o.c.
lo"l,log *Tl. and 6" o.c. to r-rols ga;;iiir,-r,""11,,i lp"c"oz. ro zt: o.c. and wraooed completely around bbams,(Four hour unrestrained be'ain.)
09
|Ju - trnr'r*\
acd.ur'rhlrt
etodr ol ercl
3p.c!d :l In.tbl. ||lrrr|d otal.d tolpr h.t
clt rnglrr oIoarl -f'r.trlngt a rltrntlrulnr occlr qnaarll..ddluoDdiaut lol lnori
tL trilrfor{ed.
rrd on crchilf, o6c .ddl.InrflS?.
I unrt s" rh!
Lr[rl')rl "
,d."I.t
llrt,t f'l ,i , ,.
arch cu I \[
rt tr
ll In. ihict
t. nrd i.,lrt.altaE.l I In.
rtrlr.
I In. lors.
tl o? aor.r!|l
tlt t.t :!1at
,
Firc Reritance Rarirrgs---C'ontrarc/ Affifta 2-
_ Il-..|n- R \XSE, nltn 3ttc.r. norbot-Iyaifit CoDC!ot}--C.rboi.tc or r iceuug ttgrc{rr?, laic etr*'|gth.a t ect urit r.i'
r-+ LOOK FOR MARK ON PROIIUC'I. e-<
)
I
Datrn Xo. Glt I
- Rcstroined Aslcmbly Rotino-Z HrUnreslroin€d Assembty RotinEr_2 l-.t r.Un.estroin€d Beom Roting-:2 Hr.
3313.3316 UT{IFORH EUILDING CODE
I sreos shall extend across the full widlh of thc aislc and rhall be illuminatcd.
I Triads and risers in such stcps shelt comply with Section 3305 (c).
S.rlSp.clng
Sae. 3314. With standard seating thc spacing of rows of seats shall pro-
vidc a spacc of not less than 12 inches from the back of one seat to thc
front ofthe most forwerd projcction of rhe scat immcdiately bchind it as
npasurcd horizonlally bctwecn verticai planes.
With continental seating, the spacing of rows of unoccupied seats shall
govide a clear width mcasured horizontally as followl (automatic or self-
rising scets shall bc mcasurcd in the stat-up position, other scats shall bc
rmasured in thc scat-dou/n position):
Eighteen inches clear for rows of l8 scats or less
Twenty inchcs clsar for rows of 35 seats or less
Twenty-one inches clear for rows of 4J seats or less
Twent;--two inches clear for rows of 46 seats or more
Exits: Group A, Divioion 1 OccuPancies
Sec.33f5. [a) Mdn Exil. Every Group A, Division I Occupancy shall
be provided r'r'ith a main exit.
The main exit shall be of sufficient width to accommodate one-half of
*re total occupanl load but shall be not less than the total required width
of all aisles, exit passageways and stairways leading thereto and shall con'
rrct to a stairway or ramp leading to a public way.
(b) Sidc Exits. Every auditorium of a Croup A, Division I Occupansy
shall be provided with exits on each side, The exits on each side of the
auditorium shall be of sufficient width to accommodate one-third of the
total occupant load served. Side exrts shall open directly to a public way or
into an exit court, approved stairway, exterior stairway or exit passageway
leading to a public way. Side exits:hall be accessible from a cross aisle.
(c) Balcony Exirs. Every balcony having an occupant load of more than
l0 shall be provided with a minlmum of two exits. Balcony exits shall open
directly onto an exterior stairway or inlo an approved stairway or ramp,
When there is more than onc balcony, cxits shall open into an extcrior or
acloscd stairway or ramp. Balcony cxits shall be acccssible from a cross
aislc. The number and distribution of cxits shall lrc as otherwisc spccified
b this chaptcr.
(d) Praic Hrrdrrrc. An exit door from a Group A, Division I Oc-
orpancy having an occupant load oi more than 50 shall not bc provided
with a latch or lock unless it is panic hardwarc.
Erltr: Group A, Dlvlslsnx2,2.1,3 rnd 4 Occuprnclca
I
rI
'I
FAuu- L\\PrrJAE:. wa.
1979 EDtTtON 3315.3317
locked, a single door and cach leaf of a peir of door! must bc frcc to swing
wit\out op.ration of any latchin8 dcvi€€. Thc locling devicc on a pair of
doors must bc arrangcd so lhat whcn one lcaf is unlockcd th€ other is frcc to
swing. Flush, cdgc or surfacc bolrs or any orher typc of devicc that may bc
used to clos€ or r€strain thc doors other than by oprration of thc locting
devic€ arc prohibited. Thc use of this cxception may be r€voked by thc
building official for duc cause.
O) Group A, Division 4. ln Group A, Division 4 Occupancies having an
occupant load of more than 100, exit doors shall nol be provided with a
latch or lock unl:ss it is panic hardware. Panic hardware may be waived
on gates surrounding stadiums, when the gales are under constanr imme-
diate supervision while the public is present and provided safe dispersal
areas based upon 3 square feet per occupant are located betu'een the sradi-
um and the fence. The required dispersal area shall be locared nor less rhan
50 feet from the sladium. See Section 33 2l for exits from dispersal areas.
(c) Skrling Rinks. Skaring rinks shall be located ar or near rh€ adjacent
gound level and exits shall be by means of ra'nps.
Exils: Group E Occupancles
Sec.3317. (a) Definitions. For the purpose of this section, rhe following
definitions apply:
ROOM is a space or area bounded by any obstructions 10 €xir passag,e
which ar any time enclose more than E0 percent of the perimeter of the
area. In computing the unobstructed perimetsr, openings less rhan 3 feet
clear widlh and less than 6 feet 8 inches high shall not be considered.
INTERIOR ROOM is a room whose only means of egress is through an
adjoining or intervening room which is not an exit corridor.
SEPARATE EXIT SYSTEM is a path of cxit travcl separated in such a
rnanner from other required cxits as to provide an atmospheric separation
which prccludcs contamination of both paths by the same fire.
(b) Seprrrtc Exit Systerns Requirrd. Every room with arr occupant load
of more than 300 shall have one of its exits lnto a scparale exit system.
When three or more exils are required from a room, no morc than two re-
quired exits shall enler into the same exit system.
(c) Dislrnc€ to Eiits, l. No point in a room in a builCing shall be more
than ?5 feet from a minimum protection as proVided by an exit corridor,
€nclosed stairway or exlerior of the building.
EXCTPTION: In buildinSs not mor€ than two srories in hriSht. a|| in-
crcas€ to 90 f€et is permirtcd vhen thc building is prorectcd throughour wirh
dctc.nors of products of conrbustion orh€r than hcal. Whfn the bBildif€ ij
I€staurants, bars, bowling allcys, auditoriums and similar commcrcial uscs,
hra inffi offi -iFc-fr-aii-ETtrwhrn
I hr
marn exrt conslsts ot a tl
Scc. 3316. (a)-Gtoqp A O!!si,qg2,.r,L1qd 3. Croup A, Divisions 2
and 2. I Occupencics sfielllieve exits as rcquircd by Scrction 331 5 ' ln Croup
515
briner/scott
architects
143 e meadow dr.
vail colorado 81657(303) 476 3038
Harch 6, lgBl
Mr. Steve Pat terson
Chief Building Off icial
Department of Cormun ity Development
P.0. Box 100
Vail, Colorado 81658
RE: Simba Run Condom in iums
Dear Steve:
This letter is to conf i rm our phone conversations on the fol lowing
i tems :
l. Ramp to Swimming Pool -
Since the pool is private and only for use by the 0wners of the units.
The ramp to the pool level is permissable with a slope of one verticalto t horizontal provided that a handrail is installed on one side.
2. Toilet facilities for handicapped at pool toilet.
East history has shown that people using the pool change clothes and
generaly use their condo unit for the uses suppl ied by the locker
rooms. Since these facilities get very little use, handicapped facilities
are not requi red.
The above is my understanding of our phone conversat ions and we are
proceding with these requi rements. lf this is not correct please let me
know.
GD/cg
I
Geral
\-,
BRTNER/scorr t}*ri'll;s
vAtL. coLoRADo 81657
(303) 476-3038
WE ARE SENDING YOU tr Attached E Under separate cover via
OF TRANSNilITTAL
the following items:
tr Specificalions
TO
GENTLEMEN:
tr Shop drawings
tr Copy of letter
tr Prints
E Change order
I Plans U Samples
tr
D^r' 4 , za "g / lro'
No
^"u"'o"j?dra Par/krt"' -Strnba /azd*e.i.ta
coPtEs DATE NO.DESCRIPTIONI/and u,aa ae,/rae;
THESE ARE TRANSMITTED as checked belovr:
E For approval ! Approved as submitted
tr Approved as noted
D Retumed for corrections
! Resubmit-copies for approval
tr Submit-copies lor disiribution
E Return-corected prints
S?or your use
lfdreouestedI For review and comment tr
U FOR BIOS DUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
FoRM e4O-3 Avrir€Dro ?oft @l ll'e-,Crorot\M3ue, Otafi ,t encrolrrras ..? rql as roted, Lindly rottfy u8 at
-
'?
stHBA RUtl COND0HINIUHS -
-
| Serll 19i'i:-"'--- -- .ri'. -'i ' ' ' '-
The total landscaped aria Includlng sod roof' asphalt path
mately 1881700 s. f. This lncludes an increased adjustment
end greater.
and cobble swale ls aPproxl-
for slopes of l5t (6:l)
PHASE I IPflAS€ |
I TElrt
Engleman SPrrir.e
Lodgepolc Plne
Aspen
Narrowleaf poplar
Flowerlng trees
Evergreen shrubs
Declduous shrubs
G r oundcover
Vines
I rrigatlon
Seed
Soi I preparetion
Timber terraces
Asphalt path
\2 16'-18'lt3 I'\5 15'-18'tg7 g'
220 2l/2tt Cal .
f6 2112" cal.
50 5 gal.
8l
8l
21./2rr cal.
2ll2rr cal.
2ll2'r cal.
5 sat.
5 gat.
2llll'r pots
77,900 s.f.
77,900 s.f.
77,900 s.f.
1500 l.f.
tzE
72
95
85
32
l2
50
r50
1600
35 gal .
1 0 ,800
l0,8oo
l 0, 8oo
t'950
s, f.
s.f.
s.f.
a
oSED TREE SPECIFICATIONSI
Engleman Spruce
Lodgepole Plnc
Aspen
l,larrowleaf Poplar
Cal I per lle tght
8,-lg'ht
- g,-18. ht
21,, 12' -lb. ht
21, l2r -llrt ht
Spread Bare Trunk
6f-8' 2, to 3l
6r -8t
6l
6r -8t
up to 3l
up.to &l
2r to 3t
All trees to be guaranteed for one full growlng seasonr from Hay 15 to Septernber 15.
Survner or fal! plantlng guarantee to be extended Into the followlng growlng season.
ILRIGATIOII SYSTE}I:
Hanual system to be used In all areas seeded wlth natlve 9ras3e3, an area ofwlll be actlvated manudlly
have a greater tolerance to
watEr wlll be used.)
GRASSES E EROSIOTI CONTROL:
!
N'dtlve grass area wlll be seeded wlth a mlx of r^restern rfieatgrass, Kentucky bluegrass,
sttlooth brorne, timothyl, red fescue, neadow foxtail, vrtrlte Dutch clover and wlldflower
seed. All slopes greater than 33t {3:t) wltl have erosion control nettlng staked In
place over muleh materlal.
Tenrporary-Seedtng of ryegrass snd clover wlll be applled to all areas outslde of the
Phase I constructlon llmlts to control eroslou uotll the Phase ll constructlon beglns.lf the slte becones ready for seedlng In late st{nnEr and lt ls Judged that not enough
growlng season remalns for thE establlsirment of permanent grssses, the slte wlll he
seeded wlth fast gerrnlnatlng annual ryegress so to establlsh t gulck soll cover thatwlll prctect the slte fnrm excagslrac eroslon durlng the folloulng sprlng season.
Pennancnt grassGs yilll then bc sown onto thc slte the followlng sprlng r*ren condttlons
perml t.
approxlmately 139,150 sq.ft. Thls portlon of the sy3tenl
as needed. (The natlve grass nlx wlll use grasses whlch
drought, therefore lt ls antlclpated that less Irrlgatlon
a
COI{SERVATION:
The proposed landscape schene uses primarlly drought tolerant grasses whlch will
consume approxlmately 5Ot less lrrigation water than if the entlre slte were to
be planted with bluegrass.
As proposed, this tandscape will require about 1.4 million gallons of irrlgatlon
water per growlng seasgn.{ lf the entire slte were to be planted wlth bluegrass,
the water consurnptlon lvpu'tO increase to approximately 2.9 millfon gallons.
These flgures are based on, the assumptlon that during an average growlng season fn
Vail*, bluegrass lawns rdqllire about 25 inchcs of supplemnetal water, and that the
.native grasses will need apptoxinrately I Inches of supplemental woter to r€lntain
good color during the surrrnerr,
..
*Average surnrEr precipitatlon approximately t.9 inches during June through SePtenber.'
\f
(
\
)
J,.
:''ll
I
,J
.- i
box 100
vail, cotorado 81657
{303} 476-s613
Tom Briner,/GarY Swetish
Briner Scott Architects
145 E. I'{eador'r Drive
Vail Co 81657
Dear Ton and GarY'
department of community development
Apr1l 9, 1981
IpresentedtheSirnbaRunlandscapeplantotheTownCouncilattheirwork
session yesterday. As you know, iheie. was disagreenent between the DRB and
i""r"ii as to the ProPer concept for the landscaping'
The council remains concerned about several aspects of the i andscape plan'
The following sumrnar i zes their co$fients:
l.lhesizeandnumberoftreesremainsthesaneastheoriginalproposal..
The size of the-lt""r was decreased in the rnost recent proposal' and the
nuriberoftreesalsoseemedtodecreasefrontheoriginalplan.
2,TheyrequestedanelevationlookingwestfrontheFrontageRoadoverthe
bern toward ttre iasi Building. They felt this infornation should be provided
so that the issue of lowering that bern can be exarnined more closely'
3. They did not have a problem with the other DRB suggestions regarding sorne
reailocation of trees to the interior of theproject or the desire to
"r*.au a open feeling on the west side of the project'
4, lt was brought up that the landscapi.ng should be continued to the south
property line, nearer the frontage road than in the proposal'- This -would
elindnate a very unnarural looking non-vegetated area along the road going
ilirectly into the heavily planted area'
In sunmary, the rnajor concern was that the appl icant, is -Providing the same
.ro,*" of iandscapirrg rs originally proposed (both in_size and nun6ers) and
that the anoun6p"ni on laniscaping be as per the PEC approval (the stipulation,
"l."tai"g to the bEC notion, was th;t $250,000 or more "be spent on landscaping"
;;-;;;#J-to futfilt the ilan that will be approved by DRB"J. Please let
,e know when the requested elevation drawing will be ready so we can present
it to thern as soon as Possible.
Al so, please note that r',re are tryi.ng to Proceed vith plan checks for your
*orfrini drar,rings for a building pcrnit, but are having some delays due to
the Diitrict Courtrs inability to locate the Tounrs plans at this point'
llopefully, we can expedite your pcrlnit to your satisfaction a.s we hold back on
t1e )andscaping approvals fbr now. ltll be neeting with 6ary tox'orrow norning
Br in er,/Suet i sh
conc e rn in g
Please call
con'nent s .
A. PETER PATTE{
Senior Pl anner
APP:.bpr
t(l - APril 9, 1e8l o)
the project.
$e or come over if you have questions about the Councilrs