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SOILS AND FOUNDATION INVESTIGATION
PROPOSED PARKING GARAGE
LOT P.3 AND LOT J
VAIL, COLORADO
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Town of Vail
OFFI$H OOPY
w{-oatr
Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Plary. Sulte 135 ' Lakewood, CO 80228'2845
I.AKEWOOD SILVERTHORNE
(3oit) 989-1223 (970) e49'6009 (970) 46&6933
(303) 98e-0204 FAx (970) 94s-9223 FAX (970)46&6e3e FN(
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Environmental Impact Report
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KOEC,ETN CONSTILTING ENGrNllS, INC.
CONSALTTNG GEOTECHNICAL AND MATERUI.S ENGINEERS
SOILS A}.ID FOUNDATION I}.NTESTIGATION
PROPOSED PARKING GARAGE
LOT P.3 A}.ID LOT J
VAIL, COLORADO
Prepared for:
Jonathan Greene
Vail Resorts Development Company
P.O. Box 959
Avon, CO 81620-0959
316
Job No. 00-106
DENVER: I23U WcE, Alanalt Ptkly., Suite 135' La*ctuod, CO E022E
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' July 11,2000
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TABLE OF CONTENTS
SCOPE
HGCUTIVE SI,'MMARY
SITE CONDMONS
PROPOSED CONSTRUCTION
IN\TESTIGATION
SUBSURTACECONDITIONS
D(CAVATIONS
SHORING
GROUND WATER
FOUNDATION
FLOOR SLABS
FOUNDATION DRAINAGE
LATERALWALLLOADS
RETAININGWALLS
SURFACEDRAINAGE
COMPACTED FILL
LIMITATIONS
VICINITY MAP
LOCATIONS OF DELORATORY BORINGS
LOGS OF DGLORATORY BORINCS
LEcEI{D or e#LoRAroRY BoRINGS
GRADATION TEST RESULTS
TYPICAL WALL DRAIN DETAIL
TYPICAL RETAINING WALL DRAIN DETAIL
SUMMARY OF I.ABORATORY TEST RESIJLTS
XOECITLEN COIEIILTING ENGINEENS. INC
Corsulriag Qcchnical Engiaeers
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.Fig. I
Fig.2
Figs. 3 and 4
Fig.5
Figs. 6 and 7
Fig.8
Fig.9
Table I
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Environmental ImPact RePort
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EOECHLEIIflT{SWNNG ENGINEENS, I NC
C o a s u I t ilJG c o r c c h n i c eI E a g i a c c r s
SCOPE
This report pr€s€nts the results of a soils and foundation investigation for the
proposed parking garage located north from Christiania at Vail Condominiums on Lot P-
3 and L,ot J in Vail, Colorado. The approximate sitc location is showa on the Vicinity
Map, Fig. l. Thc pupose of the investigation was to srraluate the nrbsurfacc conditions
at the sites and to provide geotecbnical recommendations for the proposed parking
garage.
This report includes descriptions ofsubsurface soil and Slound water conditions
encount€red in the exploratory borings, recomnended formdation systems, and
recommended design and constnrction critcda. This report was prepared from data
devetoped during ogr field investigation, laboratory tcsting, and orperience with similar
projects and subsurface conditions in the area.
Tbe recommeirdations.pr€s€nted in this report are based on a parting garage with
twolevels below grade bcing constnrcted. We should be contacted to revicw our
recornmeirdations when the final plans for Ore structure have bec'lr dwelopcd' A
surnmary of our findings and conclusions is presented below'
E)GCUTNTE SI,'MMARY
l. The subsurface conditions encountered in the exploratory boringS (ff|-l
thru TH{) were similar. The zubsurface conditions generally consisted of
3 to 5 inchcs of asphalt undedain by a silty, gravelly sand with cobbles, a
gravelly sand or sandy, gravelly cobbles and boulders to the maximuut
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EOECIIIS,IN COTIryTING ENGINEENS, INC
Cotsaltiag Glchnical Engitc crs
depth explored of 45.0 fbet" Stoned PVC pipe was installed in each
orploratory borings, except boring TH-5, to monitor the ground water
elevations.
At the time of our field investigation, grormd water was encount€red at a
depth of 22.5 feet (el. 816?.5) in TH-I, 19.5 feet (el. 8167.0) in TH-2' l2'0
feet (el. 816?.0) in TH-3, 16.0 feet (el. 8162.5) in TH-4, 20.3 feet (el.
8166.7) in TI{-5, and 21.0 firt (et. 8167.0) h fi{-6' Ground wat€r was
measued at elevations of 8164.5 to 8167.5 on July 10, 2000- All of the
ground water elevations, in relation to thc anticipated floor slab elevation'
are shown in the Logs of Exploratory Borings, Figs. 3 and 4...\
3. Because growrd water was encountered at md slightly below the
anticipated floor slab, temporary and permaneirt dewatering systents may
be required for the proposed parting garage. Refer to the GROUND
WATER section of this report for additional details.
In our opinion, the proposed parking garage may be constructed on spread
footing foundation systerns bearing on the natural granular soils. Refer to
the FOUNDATION section ofthis report formore details.
In our opinion, slabs-on-grade may be constnrcted on the natural soils.
Refer to the FLOOR SLABS section of this report for more details.
Because the proposed parking garage will be constnrcted with below grade
levels and due to the space constraints of the site, it is our opinion that
t€,mporary shoring will be required to maintain the stability of the
encavation slopes. Refer to the EXCAVATIONS and SHORING sestions
ofthis report for additional details.
Because cobbles and boulders were eircountered within the exploratory
borings, it is our opinion that heatyduty excavation equipment will be
rcquired to complete the necessary cxcavations. Refer to the
EXCAVATIONS section of this report for additional details-
Drainage around the structure should be designed and constructed
provide for rapid removal of surface runoff and avoid concentration
water adjacent to foundation walls.
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SITE CONDITIONS
The proposed parking garage will be located to the north of Christiania at Vail
Condominiums in Lot P-3 and a portion of [,ot J in Vail, Colorado. Hanson Ranch Road
provides access to 0re site and borders the southem side of the site. Gore Creek Drive
borders the north side of the site while Villa Valhella Condominiums borders the east
side of the site. The site is currmtly being used as a parking lot and has been paved with
asphalt. The site is flat except for a portion of the lot adjacent to Gore Creek Drive,
whidr slopes steeply down towards the north. Because the site has been paved with
asphalt no vegetation odsts on the site.
PROPOSED CONSTRUCTION
A parking garage is being evaluated for constnrction at this site. At the time of
our investigatioq a site plan showing the location of the proposed parking garage was not
available. We understand that the parting garagc will encompass the odsting parking lot
from Hanson Ranch Road to Gore Creek Drive. We anticipate that the garage will bc a I
to 2 lwel pa*ing garage with I ler/el below grade. Based on I lwel of, below grade
parking and the topography of the existing site, we beliwe that excavations up to 22 fd
in depth may be necessary. We rurderstand that surface parking and landscaping may be
placed on top of the proposed garage. We anticipate that the proposed garage will be of
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cast'in-place and precast concr€te construction. Maximum column and wall loads were
assurned to be those normally associated with 2 level parking garages.
I}.I\/ESTIGATION
subsurface conditions were investigated at this site on June 12 thru 16, 2000 by
drilling six deep exproratory borings with an oDE)( downhole hammer and a 6-inch
diameer hollow stem aug€r. slotted pvc pipe was installed in each of the exproratory '\.
borings, except exploratory boring TI{-5, in order to monitor ground water depths. The
locations ofthe exploratory borings are shown on the Locations ofExploratory Borings,
Fig' 2. An engineer fiom our office was on the site to supervise the drilling of the
exploratory borings and to vizualty classi$ and docrmeirt the zubsurface soils and
ground water conditions. A description of the subsurface soits obser'ed in the
exploratory borings is shown on the Logs of Exproratory Borings, Figs. 3 and 4 and on ,'"/
the Legend of Exploratory Borings, Fig. 5.
Representative soil sampres obtained fiom the exproratory borings were tested i
our laboratory in order to daerrrine oreir naturat moisture cont€nt and grada.
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propcrties. The results ofthe raboratory tess ar€ presented on the Logs ofExplr j
Borings, Figs. 3 and 4, on the Gradation iest Results, Figs. 6 ud 7, and in the i,.
of Laboratory Test Results, Table I.
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SI,JB SURFACE COI\DMONS
The subsurface conditions encountered in the exploratory borings Cm-l t}tru TH-
6) were similar. The subzurface conditions generally consisted of 3 to 5 inches of asphalt
underlainby a dry to we! medigm dense to densg silty, gravelly sand with cobbles, a dry
to wet" loose to medium dense, gravelly sand or mois! medium dense to very dense,
sandy, gravelly cobbles and boulders to the maximrmt depth cxplored of 45.0 feet.
Slotted PVC pipe was installed in each cxploratory boring €xc€Pt boring TH-5, to
monitor the ground water elevations.
At the time of our field investigatiorq Elound wat€r was eircountered at a depth of
22.5 fet(cl. 8167.5) in TH-1, 19.5 feet (el. 8167.0) in TH-2, 12.0 fe€t (el. 8167.0) in TH-
3, 16.0 feet (el. 8162.5) in TH-4, 20.3 feet (el. 8166.7) in TH-s, and 21.0 feet (el. 8167.0)
in TH-6. Ground wat€r was measured at elevations of 8 164.5 to 8167.5 on July 10, 2000.
All of the grorurd water elevations,. in relation to the anticipated floor slab elevatio& are
shown in the Logs of Exploratory Borings, Figs. 3 and 4.
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EXCAVATIONS
We anticipate that orcavations of up to 22 lbet may be required for construction of
the proposed parking garage. Because cobbles and boulders w€re €n@untered within the
exploratory borings, we anticipate that heavyduty constnaction equipment will be
required to complete the necessary excavations.
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XOECHLEN COATI NG ENGI Ii EENS, I FTC
C o a s lltting G7ot c c haical En gia ccrs
Due to the depth of the required exeavatiolB, we anticiPate that temporary shoring
will be required for mnstruclion of the proposed pa*ing Eilage. Refer to the SHQRING
section ofthis report for additional details.
care needs to be exercised during constnrction so that the excavation slopes
remain stable. The natural gfanular soils above the ground water classifies as Tlpe B
soils in accordance with OSHA regUlations. The natural granular soils below the ground
water classifies as Tlpe C soils in accordance with osHA regulations. osHA
regulations should be followed in all excavations and suts'
Fill maybe used adjaceot to foundations or below slabs-on-gnde' Fill placed for
construction of the proposed garage should be placed and compacted as recommended in
the COMPACTED FILL section of this report
SHORING
We anticipate that excavations of up to?2feetmay be required for constnrction of
the proposed garsge. Due to the depth of the required excavation and tight space
conshaints of the site, we anticipate that tenrporary shoring will be required. Cobbles and
bouldcrs encountered within the otploratory borings may make installation of some
shoring syst€ms difficult We recomrn€nd that a shoring contractor be contacted to
provide a shoring desigrr and the installation of the shoring syst€fii for the ProPosed
projcct. The following paragraphs present soil characteristics, which may be used by the
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shoring contac'torforthe dasip of thc shoring system:
l. If a soldier post syst€m is installe4 a horizontal srbgrade modulus of 60
psVin can be used within the natural granular soils.
2. 'I\e lateral load on the shoring system in the granular soils may be
calculaied using the following soil critcria; a friction angle ({') of 37
degrees, a cohesion (c) of0 psfand a saturated density (fJ of 135 pcf.
GROIJND TVATER
At the timc of orn field investigation, ground wat€r was encountered at a depth of
22.5 fd (el. Sl6?.5) in TI{-1, 19.5 fcet (el. 8167.0) in TH-2, 12.0 feet (el. 8167.0) in TI{-
3, 16.0 fe€r (el. 8162.5) in TI{-4, 20.3 feet (cl. 8166.7) in TI{-5, and 2t.0 feet (el. 8167.0)
in TH{. Ground water was measured at elevations of 8164.5 to 8 16?.5 on July I 0, 2000.
All of the ground water elenations, in relation to the anticipated floor slab elevation, are
shown in the Logs of Exploratory Borings, Figs. 3 and 4.
Based on our field investigation and additional gfound water measurements, the
ground water elwation was 8t or sligbtly below thc anticipated floor slab elevation.
Because the anticipated floor slab elevation was based on similar projects and was not
known at this time, the need for a teorporary or p€,manent dewatering systern is also
unknown. If lhe actral floor slab elerration is at or above the anticipated floor slab
elevation, a temporary and permancot dewatcring syst€,ln may not be necessary.
However, if the actual floor slab elevation is below the anticipated floor slab elevation
shown in this report on Figs. 3 and 4, it is our opinion that a temporary dewatering
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EOECELEIN CONOTNG ENGITIEERS, INC
Constltln g GeoTZch nical Eaginccrs
syste,ur will be required for construction of the garage. Based on olJr experience with
similar subsurface conditions, it is our opinion that tbe gound wat€r may be ternporarily
lowered by the construction of treNrches and srmrp pits arormd the foundation' The
ground water may be conbolled by a permanent dwatcring syst€rn' which may include
the use of forurdation drains and rurderslab drains. We should be contacted to review the
need for a te,rnporary and permanent dewatering system when the floor slab elwation of
the proposed garages is known.
FOI'NDATION
The zubsufacc material at anticipated foundation elevations consisted of natural
gravelly sand or gravelly.sand with cobbles. In oru opinion, the natural gravelly sand
without mbbles or the natural gravelly sand with cobbles will safely suPPon a spread
footing foundation system for the proposed garage. Howwer, because ground water w8s
encountered at the anticipated fogndation elwation' it may be necessary to stabilize areas
of the gravelly sand with a granular filt prior to construction of the footings' We
recommeird that the spread footing foundation system be desigited and constnrcted to
meet the following criteria:
l. Footings should be supported by ihe nanral gravelly sand, gravelly sand
with cobbles, or co-mpacted fill. Materials loosened by machine
ercavation should be cleaned from the e:rcavation or compacted prior to
placing concrete for footings.
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"ol"* ron rnrrNc ENcrNEEns, Nc
Co nstl tltt g Gcorcchslccl E aglaccrs
Because ground water was enco,ntered at trre anticipatcd formdationelwation' areas of soft, gravety sand may need to u. rt"iili"ua ptioiioconstmction of footings. Areas of loosg gravelly sand stroUa Ueoverexcavated 1 miniryrum of 2.0 feet and rcplaced'with a *_p""t"agranular fill. we recommend that the grmulr fin consist or: to 'g inchdiarneter rock with ress than l0 pcrcent passing the n'mber 2fi) ,i;". --
The wall and cor.mn fugtiogr may be designcd for a maxim'm a'owablesoil bearing pressnc of5,000 psf.
The base of the exterior footings should be esabtshed at a minim'mdepth below the exterior gro-und otra9", as requircd by the rocar buildingcode. we believe that.the dcpth for fiost protectioa rn tl" nJ ilffigcode in this area is 3.5 feef
col'mn footings should havc a minim'm dimension of 24 inches squareand continuous wall footings shoutd have a -ioiru- width of 15 inches.Footing widths may be greater to accommodale stucturat design loads.
continuous foundation walls shoutd be rcinforced to spatr local anomariesin thc soil.
Pockets or layers of sofl or loose soils may be found in the bottom of thecompleted footiog excavations. Thesc materials shourd be rernoved toexpose the'ndisturbed naturar granular soils. The foundations;,;;constructed on the natural granular soils or the resulting
"xc"u"tion tiybe backfilled with compacted granular fill or tean concrete.
FilJ,should be placed and compacted as outlined in the coMpAcrEDFILL section of this report. wi recornme.ra out a representative of ouroffice obscrne and test the placeineat and compaction of stnrct'rar fillused in fo,ndation construction. It has been oin
"xpuricnc" that withoutengin€ing guatig control, poor constructioo t"frr,iioo "* ;; *hi;result in poor foundation perfomcurce.
A representativc of our office should observe the compreted foundationexcavation. Variations from the conditions aescriuea i" irri, ,"prrq *hl"i;\ilere not indicated by our borings, san occur. The reprcsentadve canobserve the excavation to evaruate-rh" oporJ ruusurface conditions.
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FLOOR SLABS
The soils at the approximate floor slab elevations consisted of the natural gravclly
sand without cobbles and the natural gravelly sand with cobbles. In our opiniorq slabs-
on-grade could be safely supportcd by thc natr:ral granular soils' If the floor slab
elwation is below the proposed gforurd water clevatioD' we recommend that either an
underslab drain system be installed or the building be desiped to resist the buoyanry
effect of the ground water. We should be contacted to provide buoyancy
recomme,ndations when final slab elevations are known. we recommend the following
precautions for the construction ofslab-on-grade floors at this site.
l. slabs should be placed on the natural gravelly sand' gravelly sand with
cobbles, or compacted fill. Any soft areas within the slab-on-gradc
excavationshouldberemovedandreplacedwithproperlymoistre
conditioned and mmPacted fill.
2. A subgrade modulus of 180 pci may be used for desigrr of slabs-on-grade'
3. Frequent contol joints should be provided in all slabs to reduce problems
associated with shrir*age ofthe concrete' '
4. Fill may be required to establish the grade for slab-on-grade floon. Fill
may consist of the on-site soils or approved imported granular soils. Fill
should be placed and compacted as recomme|rded in the coMPAcTED
FILL section of oris report. Placem€nt and compaction of fill be'lreath
slabs should be observed and tested by a r€pres€,lrtativ€ of ou offica
FOIJNDATION DRAINAGE
Sprface water tends to flow through relatively permeable backfill tpically found
adjacent to foundations. The water lhat flows through the fill collects on the surface of
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relatively impermeable soils ocorning at the foundation elevation Both this surface
water and possible gound water can cause wet or moist below grade conditions afler
construction.
We recommend the irstallation of a drain along the bclow gnde foudation walls.
The drain should consist of a 4-inch diarncter perforated pipe encased in free draining
gravel and a manufastn€d drain The drain should bc sloped so that wat€r flows to a
sunrp where the water can be removed by ppmping, or to a positive gfavity outlct
Recommended dctails for a tlpical forurdation wall drain ac Pr€s€nted in tbe Tlpical
Wall Dnin Detail, Fig. 8.
LATERAL WALL LOADS
Below grade walls arc plamed whictr will require lateral earth pressures for
desigu Lat€ral earttr pressures depend on the tlpe of baddll and the height and q|Pe of
wall. Walls, which are fiee to rotate zufficiently to mobilizc thc strenglh of the backfill,
should be desigrred to resist the nactiven earrh pressure condition. Vfalls that are
restrained should be desigrred to resist the "at rcstn earth Pr€ssure condition. Basem€nt
walls ue tpically resmin€d. The following table prcsctrts tbe lateral wall pressrrcs thaf
may be assuured for desip.
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EOECfr LEIN CONS I]LNNG ENGI NEENS, INC
Coataltiag Glchatcal Eagiaccrt
Earth Pressure Condition equival@t Fluid Pressure'bq0-
Active 35
At-rest 50
Passive 300
Notes:
l. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic
pressures or live loads.
2. A coefficieirt of friction of 0.4 may be used at the base of the sprcad footings to resist
the lateral earth Pressures.
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Backfill placed behind or a jace, t to foundation walls should be placcd and
compacted as recommended in ttre COMPACTED FILL seclion of ttris report Place'ment
and compaction of the fill should be obserrred and tested by a reprcsentative of our office.
RETAININGWALLS
Due to the type of structure being constructed on the site and the tight space
constraints on the site, we do not anticipate Orat rctaining walls will bc constn'rcted.
However, if retaining walls are to be constructed, we recommend that drains bc
constnrcted adjacant to the retaining walls to reduce the possibility of dweloping
hydrostatic pressures behind the watls. The drain may consist of a manufactured drain
systcrn and gravel. The gravel should have a maximum size of l'5 inches and have a
maximum of 3 percent passing the No. 200 sieve. Washed consrete aggregate will be
satisfactory for the drainage layer. The manufactured drain should extend from the
bottom of the raaining wall to within 2 feet of subgradc eloration. The water can be
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draineal by a perforated pipc with collection of the water at the bottom of thc wall leading
to a positive gavity outlet. A qryical detail for a retaining wall drain is presented in the
Typicat Earth Retaining Wall D*ail, Fig. 9.
SURFACEDRAINAGE
.\We recornnend that a carefully planncd and maintained sr.rrfac.e drainage be
provided during anil after constnrction for thc Proposed par*ing gange. We recommend
the following precautions bc obserrred during construclion and maintained at all times
afterthe structues are comPleted
l. Excessive wetting or drying of the opcn four&tions during excavation
should be minimized duing constnrction'
2. All surface water should bc directed away from the top and sides of the
excavations during construction.
3. The ground surface surrorurding the exterior of the stnrshre should be
sloped to drain away from thc building in all directions. We recomme,nd a
slope ofat least 12 inches in the first l0 fe€t
4. Backfill, especially arowrd foundation walls, should be placed and
compacted as recommendcd in thc CoMPACTED FILL section of this
t€porL
COMPACTEDFILL
Fill for the construclion of the par*ing garage may consist of the on-site granular
soils or approved imported granular fill. No cobbles or boulders larger than 12 inches
should be placed in fill areas. Fill areas shoutd be suipped of all asphalt, vegetation, and
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ruOECN LEI,! COATI NG EN GINEEilS' I NC
Ein sottin g G citc ch n ic ol En glac ctt
topsoil,scafifiod,andtherrcompacted.Fillshorrldbeplacedinthinlooselifts,moisture
conditioned to within 2 percent of the optimum moisture contsnt' and cornpacled to the
'ecommendedcompactionshowninthefollowingtable.RecommerrdedoomPactioD
varies for the givcn usc of the fill'
We recomm€nd that a representative from our ofnc€ observe and test the
placementandcompactionofstrucnralfill.Fillplacedbe|owfoundations,slabs.on.
grade floors, and retaining walls is considered strucftral. It has been our experience that
without enginecring suality conhol, Poor oonstruction techniques c'an occur which result
in poor foundation, retaining wall, and slab-on'grade performance'
LIMITATIONS
Althoughtheanploratoryboringswerelocatedtoobtainareasonablyacgurate
determination of forurdation conditions for the proposed Palking garage' variations in the
subsurface conditions are always possible. fuiy variations that exist beneath the building
generalty become evident during excavation for the structure. A represantative from our
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Recoutmended
Fd6t--age orure Modified
Proctor Ma:rimrut DrY
DensitY
(AsrMD-!lg7)
F ercentagfi T6tstandard
ProctorMaximumDry
DensitY
(ASTMD-698)
l4
EOEffi IEIIGALTI N G ENGINEERS, T NC
Co a s uItiafi c o tcchsicel'E t giacctt
office shoutd obserrre the complaed excavation to confirm that the soils are as indicated
by the exploratory borings and to verify our formdation and floor slab recomme,lrtlations.
The placement and compaction of fill, as well as installation of foundations, should also
be obsened and tested. The desip criteria and subsurfacc data presented in this report
arevalid for 3 years fromthc date ofthis rcPort.
We appreciate the opportrmity to p'rovide this service' If we can be of further
assistance in disanssing tbe contents of this rcport or in analyses of the proposed
buildings from a soils and formdation viewpoint" please call.
TING ENGINEERS,INC.
\\
Project Enginea
,iilflfrl-^-7-/,
William H. Koechlein, P.E.
President
(4 copies sent)
Vail's Frout Door
Environmental Impact Report
Page G-22
1x,ffi#
l5
oo7.Ir\l
la
a\
t
I
L0tto acall
Vail's Front Door
Environmental ImPact RePort
Page G-23
JOBNO. m-toG
VICINITY MAP
IRACT B
lv l rrlog t.r3lL-r! I)qo{-a-Ut
I_ _ \=_=_:
3try*
\r
\\
\
\-r.
-Jl-l--'
LOCATIONS OF EXPLORATORY BORINGS
I O tj\",o v^LHALla
\f \ \\c0{DoriNurs
s,\f
Vailts Front Door
Environmental Impact Report
page G-24
,"\
LOI P{F.s] t
_ o TH-2
\\
\
JOA NO.00-106
7r
iJ
rt TH.1
APP.E1.8190.0
40t12
TH-2
APP.EI.8186.5
8190
8180
8170
8160
8150
-\
mrm
-l6z
-tli
F
'
I
-
fIt
tl
--zo::F
t' lrr
uul
t'-l
TH-3
APP.EL.8179.O
50t12
LOGS OF EXPLORATORY BORING
13t12
WC=7
-2OO=23
16t12
-2OO = 8
lr\.r
rl
u
n
t
1,..
i JoB NO. 00-106
L
Vail's Front Door
Environmental Impact Report
Page G-25
TH.6
APP.EL. 8188.0
TH.4
APP.EL. 8178.5
TH.5
APP.EL.8187.0
a
I
I
I
l
l
I
Vail's Front Door
Environmental ImPact RePort
Page G-26JOB NO. 00-106
LOGS OF EXPLORATORY BORI
li,
t Lecenp:
n
E
!l Nores:
I
ffi
ffi
I
t"l --:--
rJ
EI
I
t8
nIttI
I
ASPHALT
SAND, Gravelly, Cobbles, Silty' Dry to wet, Medium dense to
dense, Brown.
COBBLES AND BOULDERS, Gravelly, Sandv, Silty, Moist, Medium
dense to very dense, Brown.
SAND, Gravelly, Dry to wet. Loose to medium dense, Brown'
FLOOR SLAB. Indicates approximate depth of proposed floor
slab,
WATER, Indicates depth ot watel encountered while drilling.
WATER, lndicates depth of water measured on July 10, 20OO'
Because the well in €iploratory boring TH-1 was filled to the
iop with water, an aciurate ground viater measurem€nt could not
be taken,
SLOTTED PVC PIPE, Indicates that a 2.0 inch diameter slotted
pvc pipe was installed for water monitoring
SPLIT SPOON DRIVE SAMPLE. The symbol 4Ol12 indicates that 40
blows of a 140 pound hammer falling 30 inches were required to
drive a 2.O inch O.D. sampler 6 inches.
BULK SAMPLE. Obtained from auger cuttings.
a\
Vail's Front Door
Environmental I mpact Report
Page G-27
t"
1. Exploratory borings were drilled on June 12 thru 16, 2OOO using an
OO'EX Oowhhole liammer and a 6-inch diameter continuous flight
hollow stem power auger,
2. Ground water was encountered at elevations of 8162.5 to 8167.5
in the exploratory borings at the time of drilling. Ground water
was meEsured ai elevations ranging lrom 8164.5 to 8167.3 on July 1O,
2000.
3. The Boring Logs are subiect to the explanations, limitations, and
conclusions as contained in this tcport.
4, Laboratory Test Results:
WC - lndicates nstural moisture (%)
DD - lndicates dry density (pcfl
-2OO - Indicates percent passing the No. 2OO sieve (%)
5. Approximate elevations are based on the site plan prepared by Design
Workshop.
LEGEND OF EXPLORATORY BORIN
t;
u
t:
I
:'
it-
r-
I
:
JOB t{O. O()'106
t=.rr=rN coNsuLrNG =*S==*.
SAND, Gnvclly. SilE
ElryJDrptlr 30.0 fcct
GRAI'EL M
sLTrcuY l0
PI-AS'TTC|TY II'IDEX
UAUDLN|T
t
%Semplc llo.
SAND- Silg, Gravclly
*
Srmplc ot
Sourca
GRAVEL %
%
7t7
LIOUIDLil]T %
a,
S.mpL llo.EhvJDrptlr 19.0 fcct sLTrcuY 23
PLASNC|TYINDEX
GRADATION TEST RES' il Te
Vail's Front Door
Environmental Impact Report
Page G-28
DIA,i'ETER OF PARNqE INIIM
x
DIAMETER OF PARTICLE IN MM
Job ]lo.0Gr06
E *o=lf .., tN coNSULrtNG r*n,*lhs
%
%
v
I
L,
a!
J'
t,
IL
ll
r
Ii,-
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:.
ir
E
I
L
Srmplc of SAND' Grgvclb' Siltv
Sourcf Tlt-3 Srmph No. EhvJDcpth 29'O fd SLTECI.AY E
PI.AISNG]TY NDEX
sAltD 65 %
L|oUDUN|T %
Srmplr ot
Sourcc Semph l{o.
GRAVEL, Sandy, Silty cRAvEL 9%
slLT & cl-AY l2 %
PT.ASTCTTY NDEX
Elev./Drpth 24.0 fcc{LtoulD utlr
GRADATION TEST RESULTS
Vail's Front Door
Environmental ImPact RePort
Page G-29
DIAMETER OF PARNCLE !!!!
DIAMETER OF PARNCLE IN MM
Job No.00-t06
CI.AYEY EACKNLL
IANUFACTURED
|IALL ORAIN
COMPACTED BACKNLL EELOiY GMDE }TAll-
EDGE OF EXCAVATION
(EXCAVAIE AS PER
osHA REGU|-ATONS)
a\
FILTER FABRIC
GRA\IEL
Lr,PIISTE SHEAING
2' vrN.
PERFORAIED PIPE
NOTES:
I. DRAIN SHOULO BE AT LEAST 12 INCHES BELOW TOP OF FOOTING
AT THE HIGHEST'POINT AND SLOPE DOWNWARD TO A POSITIVE
GRAVITY OUTLET OR TO A SUMP WHERE WAIER CAN 8E REMO/EO BY
PUMPING.
2. THE DRA|N SHOULD BE r-ArD ON A SLOPE RANGTNG BEnVEEN r/8
tNcH AND 1/4 |NCH DROP PER FOOT 0F. ORATN.
3. GRAVEL SPECIFICATIONS: WASHED 1 1/2 INCH TO NO. 4 GRAVEL
WITH LESS THAN 3Z PASSING THE NO. 2OO SIEVE.
TYPICAL WALL DRAIN DETAIL
12'
Vailfs Front Door
Environmental Impact Report
page G_30
JOB lto.00-106
lt
I-i
rr
r-
GRAVITY
BY
i
rt
E
FIIt
i
a
L
ur
n
l-
\\
NOTES:
I. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITVE
OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED
PUMPING.
t'
IL'
t-.
:
2. THE DRAIN SHOUL.D BE
tNcH AND 1rl4 INCH DROP
3. GRAVEL SPECIFICATIONS:
IAID ON A SLOPE RANGING BETWEEN I/8
PER FOOT OF DRAIN.
WASHED I l/2 INCH TO NO. 4 GRAVEL
WTH LESS TFIAN 3Z PASSING THE NO. 2OO SIEVE.
I
r'
TYPICAL RETAINING WALL DRAIN DETAIL
Vail's Front Door
Environmental Impact RePort
Page G-31
EOGE OT EXCAVA
JOB NO.00-t08
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Vail's Front Door
Environmental Impact Report
Page G-32 --
'O
INDEPENDENTTTESTING &
INSPECTION SERVICES TNC.
l2OE4VASEEN CT.
CONIFEBCOLORADO 80/t3i'
303674-7560
FA)( 303€7+7560
Serial Report #14
Client VaiI Resorts Development
OBSERYATION REPORT
tTtS Job No. 071604
P3
Ur"SfrOr'Unrsdr_rs
Page I of
Date: 72-16-04
Project:P-3&JParkingGarage Loca0on:Vail, Coloracio
lnsp€c'tor:David L. Sturgeon
This report package contains information conceming specific tests and inspeclions of structural steel
welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing.
The specific cdteria utilized in judging the degree of conformance foreacfr area of inspection are
contained on each individual inspedion form.
Also included may be lTlS'"List of Ontstanding Discrepancies" (O.D. List). The O.D. List will be
consecutively numbered for eacfi page issued throughout the dunation of the project. Each individual
item listed will also be consecutively numbered.
lf there are any questions regardrrlg the ontent of this report, please feel ftee to contac{ lTlS at your
convenience-
,*S*ENDE*Tt".t^?*
INSPECTION SDRYICES INC.
12084 VASEEN CT.
coNlFER, CO 80433
(303) 67+7650
FA)( (303) 674-7560
Page 2 ot
FIELD OBSERVATION REPORT OF
ASSEMBLED COMPONENTS
Inspectoc David L. Sturgeon lTlS Job No: 0?1604 Date:12-16-04
lnspections of Structural Steel other nffiEiffitee1
Applicable Code/.s or Standards:Proiect
AREAS OF INSPECTION
FINAL DECK POUR
Level 1, grids A - L / 1 - 7, the upper and lower mats, column reinforcing mats and weil
ties were all viewed for conformance to approved drawings.
The results of the insoections find no deficiencies.
List any departures from the stated codes or slandards. Also prwide a critique for each nonconforming
condition with the assigned O.D. item number.
oo
INDEPENDENI'T TDSTING &
INSPDC'TION SERVICES INC.
12084VASEEN CT.
COlllFER, COLORADO 80,(t3
30347+7560
FAX 303€7+7560
Page 1 of
OBSERVATION REPORT
Serial Report *12
rnts..reoo{ package contains information conceming specific tests and inspections of struciural steelwelding, structural bolting, structuralsprayed RreproioRng, anoloi nonGstructive tesling.
The specific criteria utilized in judging the degree of conformanoe for each area of inspection arecontained on each individual inspedion forml
Also included may be lTlS'"Listof Outstanding Discrepancies" (o-D. List). The o.D. List wiil beconsecutivefy numbered for each page issuedlhroughout the oirration of ne project ga*r lnoiviouatitem listed will also be consecutively iumbered.
lf thereare any questions regarding the content of ffris report, please feel free to contad lTlS at yourconvenience-
Vail Resorts Develooment fTfS Job No. 071604 Dab: tl 1-30-04
Proiect:P-3&JParkingGarage
Location:Vail, Colorado
Inspec,tor:David L. Sturgeon
ICBO Certified Inspector
AWS QG1 #82122691
Resident Level tll
President
,rfi**DEN'Ttt*r^?*
INSPECTION SERVICES INC.
12084 VASEEN GT.
CONIFER, CO 80/83
{s03} 674-7650
FA)( {303) 67+7s6O
Page of
FIELD OBSERVATION REPORT OF
ASSEMBLED COMPONENTS
lnspector:lTlS Job No: 0?1604 Date: 1l-30-04Other Reinforcins Steel
Applicable Code/s or Standards:ACI. IBC an<l Proiect Standards
AREAS OF INSPECTION
Level one, unformed war s€ction on L line, gr-0g, past 6 to 2line at corcer.
The placement, quantity and spacings were founrJ conforming.
List any departures from the stated codes or standards. Also provide a critigue for each nonoonforming
condition with the assigned O.D. item number.
/o
INDEPENDEI\TT TESTING &
INSPEC'TION SERVICES INC.
12084VASEEN CT'
GoNIFER,GOLORADO 804i13
3{t3674'7560
FA)( 303-67+7560
Page of
OBSERVATION REPORT
Seriat RePort *11
Cli€,nt Vail Resorts Development lTlS Job 16. 071604 Date:11-22-04 & 1l-23-04
ThisreportpackagecontainsinformationconcemingspecificF"Eag.|"p.ctionsofstructura|stee|
wetding, structurat ooni"S]'"idi;;Ht;y"d tirepro-otiirg, and/or nondestructive testing'
The specific criteria utilized in judging th9 degree of conformance for eacfi area of inspeclion are
contained on each individual inspection form'
Also included may be lTls' "List of outstanding Dscrepancies'JO.?. List)' The o'D' List will be
consecutivety numberedior ""in
p"s" issued-th-;G-tioutine oirration of the projec{' Each individual
item listed will also be consecutively numbered'
lf there are any questions regarding the content of this report, please feel ftee to contac{ lTls at your
convenience.
prolect P43 & J Parking Garage Locatlon:Vail, Colorado
Inspecton David L. Sturgeon
David L- Sturgeon
President
ICBO Certified 138247-85
AWSQGl ffi2122691
Resident Level lll
rr'n?pn*D EN'T TD srrN!*
Page
INSPECTION SERVICES TNC.
t20s4VASEEN CT.
coNlFER, CO 804:Il
(303) 674-7650
FAX (303) 671-756{l
FIELD OBSERVATION REPORT OF
ASSEMBLED GOMPONENTS
Inspectoc David L. Sturgeon
Inspections oft Stn cfural Steel
Applicable Code/s or Stardards:
of
fTfSJobNo: 0?1604 pds; l1-22-04 & ll-23-04
Other Reinforcing Steel
1L-22-04
Level One,
Lev€I f)net
!!-23-04
Level one,
Level One,
AREAS OF INSPECTION
Unformerl columns at grids Pa, 7 and 3 at J
Unformed wall section (partiaD on grid 3 from 12'7 south to J
Formerj wall section on grid e fron 12.7 south to J
unformed wall section I - 3 / South of G
List any departures from the stated aodes or standards. Also proride a critique for each nonconforming
condition with the assigned O.D. item number.
The reinforcing steel was found conforming at the liste<l locations'
INDEPENDEN'T TESTING &
INSPECTION SERVICES INC.
l2O84VASEEN GT.
coNlFER, COLORADO 8U3:!
303674-7560
FA)( 303€74-7560
Serial Beport *11
OBSERVATION REPORT
lTlS Job No.071604
Page
-!-
of
rbta. J 7-L7-04, 11-1 8-04 &--"'-TrTg:trI-VaiI Resorts Development
Prolect:P-3&JParkingGarage Location:Vail, Colorado
David L. SturgeonInspector:
This report package contains information conceming specific tes*s and inspections oJ structural steel
*tlOini, stri.rcturaiOotting, structural sprayed fireproofing, and/or nondestructive testing'
The specific criteria utilized in judging the degree of conformance for each area of inspedion are
contained on eacfi individual inspection form.
Atso inctuded may be tTlS' "List of Outstanding Discrepancies'{O.D. List). The O.O. t-!st wit! U9
.
consecutively nu;bered for each page issued throughout the duration of the proiect. Each individual
item listed will also be consecutively numbered.
lf there are any guestions regarding the content of this report, please feel free to contact lTlS at your
convenience.
AWS QC-1 #82122691
Resident Level lll
David L. Shrrgeon
|CBO Certified Inspddor #1 138247 45
,*ol"rND Er\r' TE srrN?*
t2084VASEEN CT.
coNtFER, CO 8043ii
(303) 67+7650
FA)( (303) 674-7560
FIELD OBSERVATION REPORT OF
ASSEIIBLED COMPONENTS
lnspectofi David L. Sturgeon lTl$ Job Na 071604
Inspections of: Structural Steel _ Other
Applicable Code/s or Strandards: ACI, IBC and ect
INSPECTION SEBVICES fi\[C.
Page 2 ol
I t-1?-04, I1-18-04
Date: & l1-1 9-04
cernent
AREAS OF INSPECT'ON
l l-17-04
(a) Levet C)ne columns on D line at 12, 14, L6,
(b) Level One wall section, forrned, on 18line,
and 6line adiacent to D line
9r south of B to 12'south of D
1 1-18-04
(a) Level C)ne deck, 2A area at the southwest corner of lot
(b) Level One wall section, formed, on 18 line 12i south of D to H at corner
11-19-04
(a) Level One wall section, unforme<|, on diagonal, H to l6
(b) Level one wall section, unformed, R / 12 - 16 and L / 8t-09" from 6 line to 10 line at
corner
Usi any deparfures ftom the stated codes or standards. Also provide a critique for each nonconforming
condition with the assigned O.D. item number.
11-19-04
(a) The diagonal wall at Level One, frorn H - 16, incorporates a lot of electri cal conduit
with bosex similar to those used for the tie-backs. RFI 42 addressed the cutting and
removal of bars to accomodate the cast-in boxes. This har replacem€nt directive was
similarly employed where bars were cut and removed.
t7-17-04, 11-1 8-04 & 11-19-04
At all liste<i locations, the bar placemerts and sizes were foun<l conforming.
7 INDEPENDENTTESTING &,
INSPDCTION SERVICES TNC.
12084 VASEEN CT.
coNrFE& coLoRADO 80433
3035t+7560
FAX 30367+7560
Page
OBSERVATION REPORTSerial Report *10
Vail Resort Development 071604 Date: 11-9-04 & l1-l 3-04
Prolect:P-3&JParkingGarage Vail, Colora<]o
lnspectorr David L. Sturgeon
This report package contains information conceming specific tests and inspections of structural steel
welding, strudural bolting, structural sprayed fireproofing, and/or nondestruclive testing.
The specific criteria utilized in judging the degree of conformance for eacfi arca of inspection are
contained on each individual inspection form.
Also included may be lTlS' 'List of Outstanding Discrepancies' (O.D. List). The O.D. List will be
consecutively numbered for each page issued throughout the duration of the project. Each individual
item listed will also be consecutively numbered.
lf there arc any questions regarding the content of this report, please feel free to contact lTlS at your
convenience.
AWSQC-lffi2122691
Resident Level lll
of
lTlS Job No.
Location:
f rnn?pn*D'nilT TE srrN8*
INSPECTION SERVICES TNC.
l208if VASEEN CT'
coNtFER, CO 804:B
(3031674-7650
FAX {303) 674-7560
Page 2 ot 2
FIELD OBSERVATION REPORT OF
ASSEMBLED COMPONENTS
lnspector: David L. sturgeon |TtS Job t'lo, =011694 =,
oqtej.-1]-9-% a tt-ts-oa
Insbedion Other , RginfqrciltE Steel Placement
Applicable Code/s or Standards: ACI. IBC and Proiect Standards
AREAS OF INSPECTION
1l-e-04
1) Level Two/Level one - Columns on gri<ls 4 and 7
2) Also, A101 WalI Section Stack 10t above Level Two at L & 6
l1-13-04
1) Level C)ne, unformed wall, adjacent to 6line,east to 18line and 30'of l8line south
2) Garage slab, Level C)ne, D - K / 6 - 18, and also, Sections 11 and 12 of 5202
All inspections included top and bottom mats, column reinforcing mats, hookbars'
standoff, minimum and marimum coverage.
List any departures from the stated codes or $andards. Also prwide a critigue for each norrconforming
condition with the assigned O.D. item number.
11-9-04 & 11-13-04
No cleficiencies were observed at the wall section, columns and slab mats inspected. The listed
areas were judged as conforming.
f
INDEPENDENT'T TESTING &
INSPECTION SERVICES TNC.
l2o84VASEEN CT.
coNlFER, COLORADO 8041!3
303-674-7560
FAX 303-674'7560
Serial Report #8
Glient VaiI Re.sort Development
Proiect:P-3&JParkingGarage
Inspectol:David L. Sturgeon
David L. Sturgeon
President
ICBO Certified Inspector #1 1 38247 -45
AWS QC-1 #2122691
Resident Level lll
OBSERVATION REPORT
lTlS Job 1e. o?1604 94t'
Location:Vail, eoloradcr
Page I of
't 0-28-04
This report package contains information conceming specific tests and inspections oJ struc{ural steel
*urOlnri JrarralOorting,'iiructurit iprayeO tirepro-ofiirg, and/or nondestructive testing'
The specific criteria utilized in judging the degree of conformance for each area of inspection are
contained on each individual inspec{ion form-
Also included may be lTlS' "List of Outstanding Discrepancies" (O'D' List)' The O'O' t-l9t ryit! f .
consecutively numberediorE"*, p"S" issued-trroughout the dirration of the project' Each individual
item listed wttt atso be consecutively numbered-
tf there are any questions regarding the oontent of this report, please feel free to contact lTlS at your
@nvenienoe.
Pqe2ot2
AREAS OF INSPECTION
1) Level Two Deck, D line south / 4.57ine to 18line
The inspection inclu<leri both top and bottorn mats, column reinforcing rnats' the bearn
from 6 - 8-and the hatch at D & 9.
Peter Monroe was proesent for a review of the beam, deck anrl hatch. Art with the Ciry
Building Inspection f,bpartment also was present fdr the final placemnt of mat bars
adjaeent to the hatch.
2) Level Two, 18 line from A to C, Unformed Wall Section
Bar placement inspected.
List any departures from the stated mdes or standards. Also provide a critique for each nonconforming
condition with the assigned O.D. item number.
The details for the one-sided, slope heam rJeviate<l slighly with the installation of the
sloped bars.
The hatch opening, bar placement require<l the removal of all bars within the opining
frame. Peter Monroe directed additional bars to be installed at the east side' as well
as Z-bars to replace those that were required to be removed. ITIS verified all of lt{r.
l\llonroe's verbal directives.
ITIS finds both areas insepcted conforming, also.
rwn? pnitD Etrr rE srrN? *
INSPECTION SERVICES TNC.
r2084 VASEEN CT.
coNlFER, CO 80433
(303) 67+7650
FA)( (303) 67+7550
FIELD OBSERVATION REPORT OF
ASSEMBLED COT'PONENTS
Inspector: David L- Sturgeon lTls Job rrro: 9Jf 60a , D-ate:--l h?8-E-inspections o6er , B.al-ptagellent - wall and Deck
Rpiticaole Code/s or StanOards:
INDEPENDE]TT TESTING &
INSPECTION SERYICES TNC.
12084VASEEI{ GT.
CONIFER, COLORAT'O &}(|3
3('3574-7560
FAX 303-67+7560
OBSERVATION REPORT
lTlS Job No. 071604 Date:
FECETVED
?Ct Z s 2004
Client VaiI Resort Development
Project:P-3&JParkingGarage Location: VaiI' Colorado
lngpector Davicl 1,. Sturgeon
SERIAI, REPORT *7
This report package contains information conceming specific tests and inspections of structural steel
welding, structural bolting, structural spmyed fireproofing, and/or nondestruclive testing.
The specific criteria utilized in judging the degree of conformance for each area of inspection are
contained on each individual inspection form.
Also included may be lTlS' "List of Outstanding DiscrepancieJ (O.D. List). The O.D. List will be
consecutively numbercd for eacft page issued throughout the duration of the project. Each individual
ilem listed will also be consecutively numbered.
lf there arc any questions regarding the content of this report, please feel free to contact lTlS at your
conventence.
t
Na"4d/
David L. Sturgeon
President
IGBO Certified
AWS QC-1 #82122691
Resident Level lll
t/f,DoCONSIBUCTON
Page ofz
10-22-n4
r*#*nNDEr\r'Ttt.t^?*
INSPECTION SEBVICDS TNC.
,l2084 VASEEN CT.
coNtFER, CO 804:t3
(303) 674-7650
FAX (303) 6;t+756O
Page 2 ol 2
FIELD OBSERVATION REPORT OF
ASSEMBLED GOMPONENTS
Inspecton David L. Sturgeon lTlS Job No: ---Q-Z-1-$-Q4-- Date: 1 0-22-04
Inspections of Structural Steel Other Reinforcing Placement
Applicable Code/s or Standards: ACI. IBC and Proiect Standards with RFIrs
AREAS OF INSPECTION
Above Level Two - 8164: through 8174r
Unformed wall section on A line / 3.1 to 9.3
Bar Placement - Horizontal, Vertical, Laps and Ad<litional Reinforcing at Tid-back Boxes.
List any departures from the stated codes or standards. Also provide a critique for each nonconforming
condition with the assigned O.D. item number.
The primary qualitity of bars, sizes and placement were found conforming.
ITIS previously reported that the tie-back boxes on A line / 2 - 6 had been construeted
too deep. These boxes have heen reeonstructe<l allowing for 5 - 6tr of eoncrete cover.
It was observed that RFI #42, additional box reinforcing hars, had not been fully complied
with. The horizontal bars at each Iocation were not placed. The General Contraetor is to
verify their placemnt.
The bar placernent was judged asconforming with the exception of RFI #42 hotizontal bars. .
SERIAL REPORT #6
Glient Vail Resorts Development
INDEPENDE]VTTESTING &
INSPECTION SEBYICES TNC.
12084 VASEEN CT.
CONIFER,COLORADO El433
30347+7s6/,
FAX 303-67&7560
OBSERVATION REPORT
lTlS Job No. 071604 Date:
RECEIVED
ocT 2 5 2004
\/RDC CONSTHUCTION
Page 1 ot 2
I0-14-04
Proiect P-3 & J Parking Garage Location: Vail,Colorado
Inspector: David L' Sturgeon
This report package contains information conceming specmc tests and inspections of structural steel
welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing.
The specific criteda utilized in judging the degree of conformance for each area of inspection are
contained on each individual inspection form.
Atso included may be lTlS'"List of Outstanding Discrepancies" (O.D. List). The O.D. List will be
consecutively numbered for each page issued throughout the dur:ation of the project. Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the content of this report, please feel free to contact lTlS at your
convenience.
David L. Sturgeon
President
ICBO Certified Inspector #1
AWS QC-1 #82122691
Resident Level lll
^S*r*o'*ro*r^**INSPECTION SERVICES TNC.
12084VASEEN CT.
GONIFER, CO 804:t3
(303) 6Zf-7650
FAX (303) 674-7560
Page 2 ol
FIELD OBSERVATION REPORT OF
ASSEITIBLED GOIIIIPONENTS
lnspectoc Davicl L. SturEeon lTlSJobNo: 0?1604 Date: 10-14-04
Inspections of: Struclural Steel _ Other Reinforcinr Steel placement
Applicable Codey's or Standards; ACI. IBC and proiect Standards
AREAS OF INSPECTION
Level Two, D line to Aline / I - 8
This inspection was conducted in the company of Peter l\{onroe. }.{r. l4onroe and I walkecl
the reinforcing mat and viewed the placement of the bars, their sizes, lengths and
direction of lay. The reinforced zone was of particular concern with regard to cover due
to the quantity of bars lapped over eaeh other. The worst case viewed found l*t'of
cover. The electrical conduit placement where laid over the top mat was also reviewed
by Peter l{onroe who accepted the instalation based on 1't of cover. Art, the City
Inspector, arrived onsite and yroined Peter and me for a portion of the inspection. Art
left and is to return andwillconplete the inspection of the bar pro-iections at D line /l4 - l6' and the colurnn reinforcing mat, inadvertently omitted, at g line that is to be
placed on top of the top mat. During our initial meeting, one major concern was that the
heavy reinforcing mat would not stay down and would possibly lift at the edges where
sloped decks ere formed. This clid not occur. fie mat at all locations was at the specified
3/4rr height. fie area viewed by Peter Monroe and me was ju<tged, lry this inspectoi, as in
a substantial Ievel of conformance.
/
SERIAL REPORT *5
Vail Resorts Development
Project:P-3&JParkingGarage
Page I of
071604 Date:10-6-04
Vail, Colorado
lTlS Job No.
Location:
Inspestor:David L. Sturgeon
This report package contains information conceming specific tests and inspections oJ structural steel
weldin!, structurai botting, structural sprayed fireproofing, and/or nondestructive testing'
The specific criteria utilized in judging the degree of conformance for each area of inspection are
contained on each individual inspection form.
Atso included may be lTlS' "List of Outstanding Discrepancies' (O.D. List). The O.D- List will be
.
consecutively nuirbered for each page issued throughout the duration of the project. Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the content of this report, please feel free to contact lTlS at your
convenien@.
4^udz
President
IGBO Certified lnspector
AWS QC-1 #2122691
Resident Level lll
oo
INDEPENDEN'T TESTING &
INSPECITION SERVICES TNC.
12084 VASEEN CT.
CONIFER,COLORADO 80438
303474-7560
FAX 30367+7560
OBSERVATION REPORT
,*'?**DE*TTEsrrNP*
INSPECTION SDRVICES INC.
t2084VASEEN CT.
coNlFE& CO 804:13
(303) 67+765{t
FA)( (303) 67+7560
Page
-l-ot
2
FIELD OBSERVATION REPORT OF
ASSEMBLED COMPONENTS
Inspector; David L- Sturgeon _ tTlS Job No: 071604 Date: _!_b0:!3
lnspections of: Structural Steel Other Reinforcing Steel Pldcement
Applicable Code/s or Standards: ACI. IBC and Proieet Standards
AREAS OF INSPECTION
1) Foundation Footin Inspection Pl to 8
2) Wall section unformed on L line from ? line to corner at 12line - I{onroe }'Iewell was
eontact with regard to the 11line, offset corner, and the placement of corner bars at
the offset (see below).
List any departures from the stated codes or standards. Also provide a critique for each nonconforming
condition with the assigned O.D. item number.
L) The bar placement was formd conforrning; however, water was present at the bottom of
the formed footings, and the erector agreed to pump out all excess water. It was raining
at the time of this inspection.
2) The wall section viewecl was found conforming. Monroe Newell approved the alternate
placemnt of the corner bars ( placed outside to inside) where the two Waills do not allgn
at centers on 1.1 line.
oo
INDEPENDENTTESTING &
INSPECTION SEBVICES TNC.
12084 VASEEI{ CT.
coNrFE& coLoMDo 8u3:r
3{t3{/+756{l
FAX 30362t-7560
SERIAT REPORT *5
Client Vail RF-sex"ts Development
OBSERVATION REPORT
lTlS Job No. 071604 Date:
Page _l- of
9-22-04
Project:P-3&JParkingGarage Location:Vail, Oolorado
Inspector:David L. Sturgeon
This report package contains information conceming specific tests and inspections of structural steel
welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing.
The specific criteria util2ed in judging the degree of conformance for each area of inspection are
contained on each individual inspection form.
Also included may be lTlS' 'List of Outstanding Discrepancies' (O.D. List). The O.D. List will be
consecutively numbered for each page issued throughout the duration of the project. Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the mntent of this report, please feel free to contact lTlS at your
convenience.
David L. Sturgeon
President
ICBO Certified lnspector #1
AWS QGl ffi2122651
Resident Level lll
38247-85
'*'|E*ENDENT
TDSTTNE*
INSPECTION SER\rICDS TNC.
t2084VASEEN CT.
coNlFER, CO 804i13
(303) 6Zr-7650
FA)( (303) 67f-7560
Page
FIELD OBSERVATION REPORT OF
ASSEMBLED COilPONENTS
Inspector Davi<l L. Sturgeon lTlS Job No: 071604 Date:9-22-04
lnspections of Structural Steel Other
Applicable Codey's or Standards: ACI, IBC, Proiect Standards and ER Difectives
AREAS OF INSPECTION
Formed Wall Seetion, Grid 18 / C - E
1) The formed waII section listed is the wall section that necks down in thickness. Itltonroe
& Newell's directive adding filll height, #? vertieals and Z0r long horiz,ontal #T between
existing grids was verified primarily by Vail's inspector who viewed the bars before
formed. This inspector could only verify the vertieal bar placement that was founcl
conforming.
2) In addition to the fonmed wall inspection, ITIS reviewed with the steel placers their
interpretation of the 3r-02rt step detail at the southwest corner. The horiz,ontal, vertieal
hook and Z-bar placements of the offset and skewed footing were partially placed
showing the scheme. Ttre laps of button to top mats across , the step are 6t ahove the
opposite waII footing mat. The Z,-bar plaeement and bar lap splices were disoussed also.
Moiroe,&'Nevfleil is to review our interpretation.
List any departures from the stated codes or standards. Also provide a critique for each nonconforming
condition with the assigned O.D- item number.
of
INDEPENDENT TESTING &
INSPECTION SEBVICES INC.
12084 VASEEN CT.
CONIFER, COLORADO 804:}3
303'674-7560
FAX 303474-7560
P 3&JParkingGarage
OBSERVATION REPORT
tTlS Job 1e. 071604 P616;
Location:Vail, Colora<io
Page I of
9_8_04 & e-l 0-04
Proiect:
David L. StrtrgeonInspectol:
Serial Report #3
This report pacl€ge contains information conceming specific tests and inspections of structural steel
*"iOind, struAuraiboltinO struAuralsprayed Rreproofing, and/or nondestructive testing'
The specific criteria utilized in judging the degree of conformance for each area of inspection are
contained on each individual inspec'tion fonn.
Also included may be lTlS''List of Outstanding Discrepancies'{O'D' List)' The O'D' List will be .
consecutivety numberediorE""n p"g" issued-throughout the duration of the project' Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the content of this report, please feel free to contact lTlS at your
convenience.
/t o-----=-
#,K*,President / /
f CBO Certified Inspector # +{ 38247 a5
AWS QC-1 ffi2122691
Resident Level lll
,*o(i nItND ENr rE srrN?*
IiTSPECTION SERVICES INC.
12084 VASEEN CT.
coNlFER, CO 80433
(303) 674-7650
FAX (303) 6711-7560
Page 2 of
FIELD OBSERVATION REPORT OF
ASSEMBLED COMPONENTS
Inspector: David L. Sturgeon lTlSJobNo: 0?1604 Date: 9-8-04 & 9-1 0-04
Other ReinforeinEInspections of: Structural Steel
Applicable Code/s or Standards:
AREAS OF INSPECTION
Serial Report #3
September 8,2004
Retaining wall from Grids
E&2an<iD&6.5.
1- 9, at elevation 81 51'through 8162i' and columns at c & 5'
September 10, 2004
Wall section on gricl one from A - J, including the elevator infill wall between columns-
All reinforcing steel plaeement were judged for
the referenced standards-
With the cohr{itions nbted below.comegted,; the
List any departures from the stated codes or standards'
condition with the assigned O.D. item number.
conforrnance to approved drawings anrl
placements were ju<lged as conforming.
Also provide a critique for each nonconforming
September 8, ZOO4
The three colurnns listed hacl vertical bar laps at 29'-31t'where 55" is speeified. The E-R.
was contacte<J an<l aoproved the 29rr lap splices.
Septernber 10, 2004
#42 revised the bar arrangement and minimum cover for the tie-back proiection boxes.
The corner tie-backs were not ad<lresser!. At the corner of wall G and F a corner box
was installed. One corner bar was relocated inside, and one vertical bar had been cut
and r,vas replaced, full length.
INDEPENDENTTESTING &
INSPECTION SERVICES TNC.
12084 VASEEN CT.
coNtFER, COLORADO 804i13
303-674-7560
FAX 30367+7560
OBSERVATION REPORT
Vail Resorts Development 071604 Date: 8-31-04
HECEIVED
sEP l0 2004
VRDC CONSTRUCTION
Page of
Project:P-3&JParkingGarage
lTlS Job No.
Location:
Inspec{or:David L. Sturgeon
This report package contains information conceming specific tests and inspections of structural steel
welding, structurai bolting, structural sprayed fireproofing, and/or nondestructive testing.
The specific criteria utilized in judging the degree of conformance for eacfi area of inspection ate
contained on each individual inspection form.
Also included may be lTlS' 'List of Outstanding Discrepancies' (O.D. List)- The O.D. List wilf be
consecutively numbered for each page issued throughout the duration of the project. Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the content of this reporl please feel free to contact lTlS at your
convenience.
David L. Sturgeon
President
ICBO Certified Inspector #
AWS QC-1 #82122691
Resident Level lll
138247-85
rnnipENDENrrESTrNE*
INSPECTION SER\rICES TNC.
12084 VASEEN CT.
coNtFER, CO 804:13
(303) 671-7650
FAX (303) 674-7560
Page
FIELD OBSERVATION REPORT OF
ASSEMBLED COII,|PONENTS
lTlS Job No: 0?1604 Date: 8-31-04
Other ReinforcinE Steel
of
SERIAL REPORT #2
lnspector: David L. Sturgeon
Inspections of: Structural Steel
Applicable Code/s or Standards:
AREAS OF INSPECTION
7-7/B-J,Footing
f) The placement of reinforcing steel was juclged for conformanee to approved drawings'
ITIS met with the City Inspector as well as the Engineer-of -Recor<l where we openly
discussed placement to'lerances and potential problems. ITIS also accompanie<l the City
Inspector during his inspections of the formed bar placements'
List any departures from the stated codes or standards. Also provide a critique for each nonconforming
condition with the assigned O.D. item number.
1) The top row of E-W, #9 bars need to be connected to
interface. At the same location, the bottom mat N-S
clearance.
2) The center line dowels had not been placed. With the
corrected, both ITIS and the City Inspectors approved
steel.
the top mat at the second Pour
needed to be dug out for 3t'
aforementioned ccrrli t ions
the Dlacement of reinforcing
INSPECTION SEBVICES
INDEPENDENIT TtsST &
{2084VASEEN CT.
CONIFER,COLORADO 80433
303-67+7560
FAX 30347+7560
OBSERVATION REPORT
lTlS Job No.071604 Date:
P-3 & J Vail Parking Garage Location:Vail, Colorado
David L. Sturgeon
o
ING
rNC
Page
-L-
ot 2
8-23-04Client:
Project:
Inspectot:
This report package contains information conceming specific tests and inspections of structural steel
*"lONg, strlAuraiOotting, structural sprayed fireproofing, and/or nondestructive testing'
The specific criteria utilized in judging the degree of conformance foreach area of inspection are
contained on each individual inspection form-
Also included may be lTlS' "List of Outstanding Discrepancies'{O.D. List)' The O'D' tjst will be
.
consecutivefy numOereOioriicn page issued-throughoutthe duration of the project' Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the content of this report, please feel free to contact lTlS at your
convenience-
President
ICBO Certified InsPector #
AWS OC-1 ffi2122691
Resident Level lll
rNDIiPENDE*' rEsrrNC*
INSPECTION SEBVICES TNC.
12084 VASEEN CT.
coNlFER, CO 80433
(303) 674-7650
FAX (303) 674-7s60
Page of
FIELD OBSERVATION REPORT OF
ASSEMBLED COMPONENTS
8-23-04InspectorlTlS Job No: _ t{19!:-0 716 04 Date: tr-zJ-1,4
^-i?ii?Git PlncGTiT
Inspections of: Structural Steel other nei@g slggl4ace8
Applicable Codds or Standards:
AREAS OF INSPECTION
Founrlation and Elevator Pad, Reference Drawing S-104, Gri<1s 7 - I / B - D
The bottom mat, bar size was increased from #9 to #11. The bottom and top mats with
-
standees and dowels were founcl in general conformance with two observation recornmendations
(see below). ITIS plasced a call to Feter Monroe for clarification of the column dowel bars
in accordance witir the hatf quantity requirement of s of 5-201'
The placement was found conforming to project standards'
List any departures from the stated codes or standards. Also provide a critique for each nonconforming
condition with the assigned O.D. item number.
Add an additional standee at B & ? where the top mat is spongy'
Align the hook ends of the top and bottom mat hars vertically at sides.
David L. Sturgeon
1)
2)
o RECEIVED
INDEPENDE1VTTESTING &
INSPECTION SERVICES INC. JUL 27 2|,|,4
12084VASEEN CT.
coNlFER, COLORADO 8043i1
303-674-7560
FAX 303-67+7560
VRDC CONSTRUCTION
Page I ot 2
OBSERVATION REPORT
g;isn1; Vail F.esort Developrnent lTlS Job No. 0?1604 Date: rt-l 6-04
Proiect Founders Park & Garage
Inspector: David L' Sturgeon
This report package contains information concerning specific tests and inspections oJ structural steel
*;iai"d, struAuriOoning, structural sprayed fireproofing, and/or nondestructive testing'
The specific criteria utilized in judging the degree of conformance for each area of inspection are
contained on each individual inspeclion form.
Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. Lis$' The O'D' I l"t will be
.
coniecutVety nrrOer"O ior each page issued-throughout the duration of the project. Each individual
item listed will also be consecutively numbered.
tf there are any questions regarding the content of this report, please feel free to contact lTlS at your
convenience.
AWS QC-1 ffi2122691
Resident Level lll
Location: Vail, Colorado
INSPECTION SEBVICES INC.
12084VASEEN CT.
CONIFER, COLORADO 80433
303S74-7560
FAX 303474-7560
,,st*END'Nrtt"trf* *
Page 2of
ADDITIONAL INFORMATION
Inspector: Davi<l L. Sturgeon ITIS JobNo- 0?1604 Date:
This form contains additional inspection inforrnation not specifically covered in the
prepared formats oftesting and impections.
x Additionallnformation
Additional Impections
Additional Tests
7-16-04
ITIS atten<iecl a
Aspects concerning the construction of the concrete super-structure were
addressed, inclu<iing the inspection or verification of reinforcing steel
ment, frequency of inspection (100%), tolerances, complexities and, with
foresight, potential difficulties that
place m ent verification source ry4!,esstrI3!99 frorn Peter Monroe,
transfer and e te the resolution of pro difficulties. The distribution
the E.R. Lines of communication were established to facilitate information
Iist for rts of i on was also established. In -arldition to the stebl
inspections, ITIS will provide observations of the fabric vertical moisture berrier
for ripping or tearing behin<l the installed reinforc
At present, the crane foundation is scheduled for the first week of August.
ITIS requested shop / steel placement drawings for inspection reference.
,
o
INDEPENDENTTESTING &
INSPEC'TION SERVICES TNC.
12084 VASEEN CT.
coNlFER, coLoRADO 804t3
303-674-7560
FAX 303-671-7s60
RECEIVED
sEP 2 2 2004
VRDC CONSTRUCTION
Page 1 of
Serial Report #4 OBSERVATION REPORT
9-t 4-04,
9-16-04 and 9-17-04Vail Resorts Development |Tls Job No.071604
Proiec't:P 3&JParkingGarage Location:Veill. Colorado
Inspector:David L. Sturgeon
This report package contains information conceming specific tests and inspections oJ structural steel
*"iOinj, strlAuraiOotting, structural sprayed fireproofing, and/or nondestructive testing'
The specific criteria utilized in judging the degree of conformance for each area of inspection are
contained on each individual inspeclion form.
Atso inctuded may be tTtS''List of Outstanding Discrepancies"{O.D. List). The O D List will be
.
consecutively numbered for each page issued-throughout the duration of the pQect' Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the content of this report, please feel free to contact lTlS at your
convenience.
{),
David L. Sturgeon
President
ICBO Certified Inspector #1 138247 45
AWS QC-l ffi2122691
Resident Level lll
/,*'Q*ENDEN,T TEsrrN?*
INSPECTION SERVICES INC.
FIELD OBSERVATION REPORT OF
ASSEMBLED COMPONENTS
12084 VASEEN CT.
coNtFER, CO 80433
(303) 674-7650
FAX (303) 674.7#0
Page
Serial Report *4
Insoector: David L. Sturgeon tTlS Job No: 0 71 6 04
9-14-04,
961s; 9-16-04 and 9-1 ?-04
Inspections of: Structural Steel Other Reinforcing Plscement
Applicable Code/s or Standards: ACI. IBC. Project Stenderds, snd ER Drientives (RFI)
AREAS OF INSPECTION
e-14-04 (1)
Footing on A Iine from 6line east to 9/10line
9-16-04 (2)
Footing on A line from 10line to corner and l8lin / A-C: Wall section unformed 7-9on
A line: Collrmns one C3 and one C2
9-17-O4 (3)
Footings on 18line / 8.5 - D: Wall section formed on A line 3 - 8+: Wall section, unformed,
on A line 8 - 18: Columns (2) C-z
List any departures from the stated codes or standards. Also provide a critique for each nonconforming
condition with the assigned O.D. item number.
SUMMARY OF LOCATIONS l, 2 anrl 3.
From 3line to 6+ the tie-hack boxes have not been cut back to allow for 4 - 6 inches of cover.
The insepctions of formed wall sections found form clearance unacceptable. Satisfactory
corrections were made.
On 9-1.6-04, the bottom rnat clearnace needed adjusting to 3rrclearance.
of
Note: The il. line steps were constructed withouth Z bars as they are 2;iand
and did not qualifv for section A of R-1'
\r/ .<D qit(W
1,t-09tt deep,
INSPECTION SEBVICES
INDEPENDEi\ilT TEST &
12084 VASEEN CT.
GONIFER, COLORADO 8O(?:'
30357+7ffi
FAX 30367+7560
Page of
OBSERVATION REPORT
Serial Report *13
Glient Vail Resorts Development J1;5 Job No.07I 604 Date: 12-6-04
ProJect:P-3&JParkingGarage Location:Vail, Colorado
Inspecion David L. Sturgeon
This report package contains information concerning specific tests and inspections of structural steel
welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing.
The specific criteria utilized in judging the degree of conformance for each area of inspection are
contained on each individual inspection form.
Also included may be lTtS''List of Outstanding Discrepancies' (O.D, List)- The O.D. List will be
consecutively numbered for each page issued throughout the duration of the project. Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the content of this report, please feel free to contact lTlS at your
convenien@-
David L. Sturgeon
President
ICBO Certified Inspector #1 1 38247 -85
AWS OC-l ffi2122691
Resident Level lll
o
ING
INC
*?*ENDENITTDSTIN?*
INSPECTION SERVICES INC.
t2084VASEEN CT.
coNtFER, CO 804:13
(303) 671-76s{'
FAX (303) 674-7560
Page
-\ot
FIELT' OBSERVATION REPORT OF
ASSEMBLED COMPONENTS
lnspectot:David L. sturgeen_ lTls Job No;071604 12-6-04
lnspections of Structural Steel Other or
Applicable Code/s or Standards:and Pro
AREAS OF INSPECTION
1. Ierrel One, formed wall section on 3line' A - O, and on A line, 2'8 - 5'9
2. Garage Level, Deck Inspection, A - K / I - 18
The reinforcing placements were jurlged for conformance to appDoved drawings' Size'
spacing and quantitY were viewed.
List any deparfures from the stated codes or standards- Also provide a critique for each nonconforming
condition with the assigned O.D. item number.
2. The entrie area was not complete at the time of this site vieit. Some l-rars had not
been placed in the area fromF - K. Peter Monrge is to visit the site, and will complete
the inspection. No deficiencies were observed at either the Level f)ne or the Garage
Level locations.
Date:
eel
-t
/
IhIDEPENDENI'T TE STTNG &,
INSPECTION SERVICES INC.
IArs4VASEEN CT.
coNrFER, COLORADO 8{14:}3
303-67+7560
FAX 303{74-7560
Page
OBSERVATION REPORT
Serial Report *9
Glienh VaiI Resort Development lTlSJobNo. 071604 Date: 11-6-04
Location: VailrColoradoProject P-3 & J Parking Garage
Inspecton Davi<l L. Sturgeon
This report package contains information conceming specific tests and inspections of structural steel
welding, strustural bolting, structural sprayed fireproofing, and/or nondestrustive testing.
The speciftc criteria utilized in judging the degree of conformance for acfi area of inspection are
contained on each individual inspec{ion form.
Also included may be lTlS' 'List of Outstanding Discrepancies" (O.D. Lisl). The O.D. List will be
consecutively numbered for each page issued throughout the duration of the project. Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the content of this report, please feel free to contac{ lTlS at your
convenience.
of
^LdDavid L. Sturgeon
President
ICBO Certified
AWS QG1 #2122691
Resident Level lll
#1138247-85
't
f ,*o(i*END EN'T TE srrN ?*
INSPECTION SERYICES TNC.
t2084VASEEN CT.
coNtFER, CO 8(Xlt3
(303) 674-7650
FAX (303) tr+75610
Page 2 ol
FIELD OBSERVATION REPORT OF
ASSEMBLED COiIPONENTS
lnspector:David L. Sturgeon lTlS Job No: --0891-Date:I t-6-04
Inspections of: Structural Steel Other
Appticable Codds or Standards: ACI, IBC and Proiect Standards
AREAS OF INSPECTION
Level One Deck, A -D / 1-18
The Reinforcing steel mats, column reinforcing and all section cuts were viewed in the company
of Scott Wasson of l\{onroe Newell. The installation was found conforming except as noted
below.
List any departures fiom the stated codes or standards. Also provide a critique for each nonconforming
condition with the assigned O.D. item number.
Along A line, between grids 14 and 16, Section 4 of S202 shows the bar placennent at the
slab to wall beneath the entry ramp. What is in place conforrns with the Ranner drawings;
however, the BAnner crawings do not show the hook hars doweled from the wall to the
slab top mat. Scott Wasson is to eonsult with Peter Monroe and advise Hyder of his review
decision.
On A line, 14 - 16, at the
documents due to missing
Level One mat the area is in
hook bars.
noneonformance with the contract
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Page 1 ot 2
OBSERVATION REPORT
Client VaiI Resort Development 1115Job16. 071604 g"1"' 2-1=-5 & 2-4-05
Project:P-3 & J Parking Garage Location: Vailr Colorado
Inspecton David L. Sturgeon
This report package contains information coneming specific tests and inspections of structural steel
rinelding, struc*ural bolting, structural sprayed fireproofing, and/or nondestructive testing.
The specific criteria utilized in judging the degree of conformance for each area ol inspection are
contained on eaih individual inspection form.
Also included may be lTlS' 'List of Outstanding Dboepancies" (O.D. List)- The O.D. List will be
consecutively numbered for each page issued throughout tfe duration of the project. Each individual
item listed will also be consecutively numbered.
lf there are any questions regarding the content of this report, please feel free to @ntact lTlS at your
convenience.
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Resident Levellll
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INSPECTION SERVICES INC.
12084VASEEN CT.
coNtFER, CO 804?3
(3{r3) 67/1-765{l
FAX (303) 67+7560
Page
FIELD OBSERVATION REPORT OF
ASSEMBLED COI'PONENTS
Inspectoc David L. Sturgeon lTlS Job No:071604 2-1-05 & 2-4-05
lnspections ofi Structural Steel
--
Other Reinfor
Applicable Code/s or Standards: ACI' IRC and
AREAS OF INSPECTION
Garage Park Level (Reference Dwg. 5101)
2-1-05
One line at west wall, C line south 26t - Footings
2-+-05
Footing at northwest corner on radius from C to 5.5 line. Also, C Iine wall at stairway
entry.
List any departures ftom the stated codes or standards. Also prwide a critique for each nonconforming
condition with,the assigned O.D. item number.
of
Date:
eel