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Vail Resorts Development Co.
Ra Nelson and Associates Contractor
Gore Creek Place
Mass excavation soils testing and reports
for building permit no. 804-0193
Q Charlie,
We would like to finish the work for B0P-0193. Attached is a list of items left to
complete and all of the field reports and tests to date. hojected time of completion is 4
weeks or less, We hope to start 4-18.
Thank-you,
Mike Graham
RA Nelson 471-0071
d*"
-
804-0193 List to Complete of last years work Gore Creek
Maniott parking structure punchlist. . .. . .B04-0194
Repair broken stone at front entry Rana and S2M
Sidewalk transition at pavers Rana
ln the hole............804-0193
24" storm on the west end Peak survey Keochline soils Alpine Hyle
Install east sidewalk
Railing at east wall
Clean up SE end
Demo wall build ramp ( add )
ERWSD acceptance in alley
Monitor alley paving
12" storm tie ins 1-8
SS manhole at NE corner
Exc ro B.O F. l-8
Cut in haul rd at south
Bldg l-2 ss tie ins
Forest rd shallows and water
Tie in electric catv phone
Tie in Water
Bike path shallows
Gas Main install
Catv
Set transformers west and north
Holy Cross
Set switch gear
Mobilize and stage
Move fence
Monitor Eroision
Organize site
Traffic control
Street clean
Connex
Signage
Notify neighbors
Common locks
Porta johns
Re-visit tov staging plan
Marriott coores
Shallows coord meeting
Peak Rana Hyle S2M
Great Divide
Hyle
Great Divide Rana S2M
Rana
Rana
Same
Same
Same
Hyle
Hyle Stan Miller ERWSD
Peak Hyle TOV rd cut Excel Qwest Com
Peak Hyle TOV ERWSD
Excel
Comcast
Hyle
Hyle Holy Cross
American TOV I-eonard VRDC
Rana Hyle
Rana
Hyle TOV
Hyle
Rana
Rana
Rana
Rana
Rana
TOV Rana
VRDC Rana
Excel Hyle Com Qwest HCross Vail
Holy cross electric 2-4* 2-6" Hyle Holy cross
Gore Creek ilsidences .r""olur"RvArloN REPORT #r 1
To:Iennifer Babcock (AED
Kent Kriehn (AEI)
By:
Date:
Project No.:
hojectTitle:
Location:
Contractor:
Owner
Page 1of3
Jim Horsley
December 15,2004
84253.3
Gore Creek Residences
Vail, Colorado
RA Nelson, Heyl
VRDC
Weather Temp.25o at 1l:00 Eam Epm
Overcast
Present at Site: Jim Horsley 10:45 AM - 12:00 PM
Copy To: File
SUBJECT: Field Observation of General Site Conditions and Storm Drain
OBSERVATION DATE: Wednesday December 15,2004
Heyl is loading stockpiled material into tandem trucks with a Cat 330 trackhoe and Cat 938G front-end
loader and hauling off site. Casey (Heyl) indicated that the material was being hauled to the LaFarge pit in Eagle.
Heyl is installing 24" Class 5 RCP storm drain north from manhole S-MHI6. 24' of pipe has been installed
and partially bedded. Approximately 6" of 314" screened rock is being placed in the trench bottom prior to pipe
installation and bedding over the top of pipe is in progress. A 4" drilled PVC subdrain wrapped with filter fabric
was observed in the trench bottom along the east side of the installed pipe and flow was observed at the subdrain
outfall. Storm drain manhole S-MH15 and the 24" RCP storm drain ftom the north have been previously installed.
Significant groundwater was observed between manholes S-MHI5 and S-MHl6. No trench bacKill was observed
and Casey (Heyl) indicated that backfill in this area was scheduled for 12-16-04.
See attached pictures.
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Gore Creek ilsidences ,r""o?"r"RvArloN REPORT #ro
Page I of3
To: Jennifer Babcock (AEI) By: Jim Horsley
Kent Kriehn (AEI) Date: December ?, 2004
Project No.: 84253.3
Project Title: Gore Creek Residences
Location: Vail, Colorado
Contractor: RA Nelson, Heyl
Owner VRDC
Weather Temp.25o atZ:N Eam Epm
Clear
Present at Site: Jim Horslev l:30 - 2:30 PM
Copy To: File
SUBJECT: Fietd Observation of General Site Conditions and Sanitary Sewer Service
OBSERVATTON DATE: Tuesday December 7,2(X)4
Heyl is loading stockpiled material into tandem trucks with a Cat 330 trackhoe and Cat 938G front-end
loader and hauling off site. Roger (Heyl) indicated that the material was being hauled to a site near the airport in
Gypsum.
Heyl has installed the Marriott westerly 8" sewer service north from the existing 24" RCP sanitary sewer
main to the manhole at station 0+83. The 8" C900 service has been bedded with 3/4" screened rock to 12" over top
of pipe at the junction with the installed manhole. Trench bacKill was underway at the time of this visit. A
combination of stockpiled and excavated material is being placed in approximate 18" loose lifts with a Link Belt
210LX trackhoe and compacted by a Komatsu PCl20 trackhoe equipped with a vibratory plate.
Coggins is drilling and installing soil nails in the area south of the existing parking structure. Grout was
being installed at the soil nails.
Groundwater was observed at the north side of storm manhole S-MH16. See attached pictures.
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Page 3 of3
Gore Creek n?il/lences ,r""t"r"RvArloN REP.RT #e
Page 1of3
To: Randy Hart (4U4O) By: Jim HorsleY
Jennifer Babcock (AED Date: December 2,2W4
Kent Kriehn (AEI) project No.: g4253.3
Scott Myers (KCE)
Mike Graham (RANA) Project Title: Gore Creek Residences
John Smith (RANA) Location: Vail, Colorado
Todd Goulding (VRDC) Contractor: RA Nelson, Heyl
Owner VRDC
Weather Temp.25o at 2:00 Eam Elpm
Clear
Presentat Site: Jim Horsley 1:30- 2:30PM
Copy To: File
SUBJECT: Field Observation of General Site Conditions and Sanitary Sewer Main
OBSERVATION DATE: Thursday December 2,2004
Storm manhole S-MH16 has been set and the 24" RCP has been connected from the south. The U" RCP
has been bedded with 3/4" screened rock at the junction with manhole S-MH16. Groundwater was observed at the
north side of manhole S-MHI6.
Heyl has excavated and exposed the 24" RCP sanitary sewer main south of the proposed manhole at station
0+83 of the Marriott westerly 8" sewer service. Roger (Heyl) indicated that the sewer main tap was scheduled for
1246-04 and he had not planned to cover or insulate the 24" RCP sewer main in the meantime. AEI recommends
covering and/or insulating the existing 24" RCP sewer main to minimize any potential freezing.
Coggins is installing wire mesh and preparing for shotcrete placement in the area south of the existing
parking structure.
Heyl is performing general cleanup throughout the site. See attached pictures.
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Page 3 of3
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To:
Gore Creelfr.esidences
John Smith (RANA/ Mike Graham (RANA)
Roger/Rick (Heyl) via fax
Scott MyerVBill Koechlein (KCE)
Todd Goulding (VRDC)
Randy Hart (4240)
Kent Kriehn (AEI)
By:
Date:
Project No.:
Project Title:
Location:
Contractor:
Owner
Weather
hesent at Site:
D OBSERVATION REPORT
Page I of2
Iennifer Babcock
November 16.2W4
84253.3
Gore Creek Residences
West Lionshead Circle - Vail.
Colorado
RA Nelson/Heyl
Vail Resorts
Temp.44" at l:00 Elam Epm
Partly Cloudy
Jennifer Babcock
Kent Kriehn
o
Subjech Field Observation
We were on site after the design team meeting today and observed the bacKilling of the easterly 24" RCP storm
sewer pipe. The ?A:" RCP currently being installed/backfilled does not appear to have adequate bedding on top of
the pipe. The plans and specifications call for a minimum of I foot of bedding on top of the pipe as well as a
minimum of 6" on the sides and bottom. The pipe should be exposed where necessary and adequately bedded
per the plans and specifications. There were also large rocks adjacent to the pipe, which should be removed the
pipe bedding section. The subdrain being installed with the storm sewer was not entirely visible, and we could not
visibly see were it was daylighting at the end of the storm pipe. We saw fabric near the north end of the pipe and a
broken piece of ADS. The recommendations and specifications provided by Koechlein Consulting Engineers for
the installation of this subdrain should be followed.
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o
Gore Creeklfuesidences "rto oBsERvArIoN REP'RT
I To:John Smith (RANA)/Mike Graham (RANA)
Scott MyerVBill Koechlein (KCE)
Todd Goulding (VRDC)
Randy Hart (4240)
Jennifer Babcock (AEI)
Page 1of2
Kent Kriehn
November 19,2W4
84253.3
Gore Creek Residences
West Lionshead Circle - Vail.
Colorado
RA Nelson/Heyl
Vail Resorts
Temp.44o at2:3o Eam Epm
Partly Cloudy
Kent Kriehn
By:
Date:
Project No.:
Project Title:
Location:
Contractor:
Owner
Weather
Present at Site:
Subject: Field Observation
I made a site visit today due to concerns that the RCP storm pipe is not being bedded properly and that large rocks
are in the bedding zone. It appeared today, that there were more rocks surrounding the pipe, as well as silt
potentially entering into the pipe. All of this material needs to be removed prior to bacKilling. Also, areas of the
bacKill zone was full of super saturated material that must be removed and replaced per the recommendations and
specifications provided by Koechlein Consulting Engineers. Due to the current site conditions, we feel it would be
beneficial for Koechlein to review all of the backfill area on site, and review that the proper backfill requirements
are being met, especially where there are "special" bacKill requirements due to the pipe being under a structure.
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Page2of 2
Gore CreekJhesidences ,rr"tr"RvArroN REP'RT #7
To:John Smith (RANA)i Mike Graham (RANA)
Scott Myers (KCE)
Todd Goulding (VRDC)
Randy Hart (4240)
Kent Kriehn (AEI)
Page 1of2
Iennifer Babcock
November 23, 2004
84253.3
Gore Creek Residences
West Lionshead Circle - Vail,
Colorado
RA Nelson/Ileyl
Vail Resorts
Temp.45o at 1:30 tram trpm
By:
Date:
Project No.:
Project Title:
Location:
Contractor:
Owner
Weather
-itesedt at Site:
Cloudy
Kent Kriehn
Jennifer Babcock
Subjecfi Field Observation
Heyl was placing topsoil in between the Maniott drive pan and the existing parking structure and it appeared that
the paving of the drive was complete. Coggins was installing grout columns for the proposed shoring wall and Heyl
was continuing to excavate material. Work on the sanitary sewer service taps and cleanout installation was also on
going. We also observed a broken bell on the westerly 24" RCP, this should be repaired (see photo). It also
appeared that there were areas of cracking in the concrete at the top of the Marriott Drive (see photo).
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Gore Creek rtrUences
"r""oCrERvATIoN
REPT'RT #12
Page I of2
To: Randy Hart (42140) By: Jim Horsley
Jennifer Babcock (AEI) Date: March 9, 2005
Kent Kriehn (AEI) project No.: g4253.3
Mike Graham (RANA)
JohnSmith(RANA)ProjectTit|e:GoreCreekResidences
Todd Goulding (VRDC) Location: Vail' Colorado
Contractor: RA Nelson, Stan Miller Excavating
Owner VRDC
Weather Temp. 35o at I l:00 fiam trpm
Overcast
hesent at Sit€: Jim Horsley 10:30 AM - 12:00 PM
Copy To: File
SUBJECT: Field Observation of Shallow Utilities
OBSERVATION DATE: Wednesday March 9,2005
Stan Milter Excavating was on site today to install shallow utilities along the east property line of the site.
Work started in the vicinity of the recreation path near the proposed location of an Amcor 264-TA vault. Work has
progressed to the north with 40'of joint trench. (3) 4" PVC conduit have been installed and backfilled with
approximately 24" of cover. No conduit bedding was observed. The Amcor 264:lA vault was not installed at the
time of this visit.
An existing shotcrete retaining wall appears to be in conflict with the proposed conduit routing from 5'
north of the existing CA TV pedestal to the north for approximately 75'. A temporary above ground conduit
routing appears to be a likely solution.
I met with Tim (Stan Miller Excavating) while at the site and discussed the shallow utility conduit bedding
requirements. I also met briefly with Bob (Peak) and Mike (RA Nelson).
See attached pictures.
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Gore Creek nlsiAences
"r""oCr"RvArIoN
R.EFoRr #r3
Page 1of3
To: Randy Hart (42140\ By: Jim HorsleY
Iennifer Babcock (AED Date: December 2l,2OM
Kent Kriehn (AEI) project No.: 84253.3
Scott Myers (KCE)
Mike Graham (RANA) Project Title: Gore Creek Residences
John Smith (RANA) Location: Vail' Colorado
Todd Goulding (VRDC) Contractor: RA Nelson, Heyl
Owner VRDC
Weather Temp. 20o at 3:00 Eam fipm
Mostly Clear
Present at Site: Jim Horsley 2:30 - 3:30 PM
Copy To: File
SUBJECT: Field Observation of General Site Conditions and Sanitary Sewer
OBSERVATION DATE: Tuesday December 21,m04
Heyl is loading stockpiled material into tandem trucks with a Cat 330 trackhoe and hauling off site. Roger
(Heyl) indicated that the material continues to be hauled to the LaFarge pit in Eagle.
Heyl has completed installation of the Marriot westerly 8" sanitary sewer service below the proposed
tunnel. 72' of 8" DIP pipe and the manholes at stations 0+08 and Gr83 have been installed and are in service.
Approximately 6" of 314" screened rock was observed below the 8" DIP but bedding has not yet been placed to the
sides or over the top of pipe. The excavated area approximately 8' west and 12' east of the centerline of the
stormdrain pipe between storm manhotes S-MHI5 and S-MHI6 is currently bacKilled entirely with 3/4" screened
rock to the invert elevation of the sanitary sewer service.
Heyl is performing general site clbanup and removing the temporary 8" PVC sanitary sewer service from
the above-mentioned area to the east.
See attached pictures.
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Gore Creek rtXUences *r""oCrERvATIoN REP'RT #r4
Page I of2
To: Randy Hart gUq) By: Jim HorsleY
Jennifer Babcock (AEI) Date: December 22,20M
Kent Kriehn (AED project No.: U253.3
ScottMyers (KCE)
MikeGraham(RANA)ProjectTitle:GoreCreekResidences
Iohn Smith (RANA) Location: Vail, Colorado
Todd Goulding (VRDC) Contractor: RA Nelson, Heyl
Owner VRDC
Weather Temp. l0o at 10:00 fiam Epm
Overcast
Present at Site: Jim Horsley 8:30 - 10:00 AM
Copy To: File
SUBJECT: Field Observation of General Site Conditions and Sanitary Sewer
OBSERVATION DATE: Wednesday Decernber 22, 2004
I met with Roger (Heyl) this morning and discussed testing of the Marriot westerly 8" sanitary sewer
service currently in service. Roger (Heyl) indicated that no testing had been performed. After meeting with Mike
Graham (RA Nelson), a pressure test was scheduled for 9:45 AM on l2-23-M.
Heyl is placing 3/4" screened rock over the Marriot westerly 8" sanitary sewer service between the
manholes at stations 0+08 and Or83 and the entire area approximately 8' west and 12' east of the centerline of the
stormdrain pipe between storm manholes S-MHl5 and S-MHl6. Approximately 18" of 314" screened rock has
been placed and Casey (Heyl) indicated that planned to compact.
Heyl continues to load stockpiled material into tandem trucks with a Cat 330 trackhoe and haul off site.
Roger (Heyl) indicated that the material continues to be hauled to the LaFarge pit in Eagle.
See attached pictures.
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Page2of2
Gore Creek futdences .r""oCr"RvArIoN REPORT #rs
Page I of2
To: Randy Hart (42140) By: Jim Horsley
Iennifer Babcock (AEI) Date: December 23,20M
Kent Kriehn (AED project No.: g4253.3
ScottMyers (KCE)
Mike Graham (RANA) Project Title: Gore Creek Residences
John Smith (RANA) Location: Vail, Colorado
Todd Goutding (VRDC) Contractor: RA Nelson, Heyl
Owner VRDC
Weather Temp.5o at 10:00 Eam Dpm
Light Snow
Present at Site: Iim Horslev 9:30 - 10:30 AM
Copy To: File
SUBJECT: Field Observation of General Site Conditions and Sanitary Sewer
OBSERVATION DATE: Thursday December 23,2(X)4
Today, a pressure test of the Marriott westerly 8" DIP sanitary sewer service between the manholes at
stations 0+08 and 0+83 was performed. The 8" DIP service was pressurized to 5 PSI and pressure held steady for 5
minutes. Danny (ERWSD), Roger (Heyl), and I observed the pressure test.
Heyl is installing a temporary 8" PVC sewer service adjacent to the shoring wall to accommodate the
easterly Marriott sanitary sewer service and performing general site cleanup.
See attached pictures.
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Gore Creek n]*Uences .r""Sr"RvArIoN REPORT #16
Page I of3
To: Randy Hart gil4q By: Jim HorsleY
Jennifer Babcock (AEI) Date: December 28, 2004
Kent Kriehn (AEI) project No.: g4ZS33
Scott Myers (KCE)
Mike Graham (RANA) Project Title: Gore creek Residences
John Smith (RANA) Location: Vail, Colorado
Todd Goulding (VRDC) Contractor: RA Nelson, Heyl
Owner VRDC
Weather Temp.30" at 3:00 tram trpm
Overcast
hesent at Site: Jim Horslev 2;30 - 3:30 PM
Copy To: File
SUBJECT: Field Observation of General Site Conditions and Sanitary Sewer
OBSERVATION DATE: Tuesday December 28,?,004
Heyl is placing 3/4" screened rock over the Marriott westerly 8" sanitary sewer service between the
manholes at stations 0+08 and 0+83 and the entire area approximately 8' west and l2' east of the centerline of
stormdrain culvert 54 between manholes S-MHl5 and S-MHl6. I observed compaction of the 3/4" screened rock
with a walk-behind roller. The above-mentioned area is currently bacKilled to approximately 8' over the top of
stormdrain culvert 54. Don (Koechlein) was on site.
Heyl has completed installation of a temporary 8" PVC sewer service adjacent to the shoring wall to
accommodate the easterly Marriott sanitary sewer service. The temporary sewer service, which rests above ground,
has been equipped with heat tape and insulating blankets and is currently operational.
Heyl is assembling the 8" PVC tie-ins at the drop manhole at station O+08 of the Marriott westerly sanitary
service. The Maniott roof drains are also being connected to the storm drain system in this area.
Heyl continues with general site cleanup and material is being loaded into tandem trucks and hauled to the
Lafarge pit in Eagle per Roger (Heyl). Roger (Heyl) indicated that the site is currently draining to the 3/4" screened
rock backfill area between stormdrain manholes S-MHl5 and S-MHI6.
See attached pictures.
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Koechlein Gonsulting Engineers, Inc.
Gonsulting Geotechnical Engineers
12364 w. Arameda thvl*lil'3Jl:;#f#.od, co 80228-28/}5
SUMMARY OF CONCRETE TEST RESULTS
Project Gore Creek Place Townhomes. 715 West Lionshead Circle. Vail. Colorado
Location: Divider Wall Footinss
Todd Goulding
Vail Resorts Development Company
P.O. Box 959
Avon, CO 81620-0959
Total Cubic Yards: 4
Supplier: Lafaree
Slump: Unk.
Concrete Temperature:
Test Date: l0ll8/04
ProjectNo: 04-153
Ticket No: 1024947 Mix Design No; 4030
Air Content: Unk. Wet Unit Weight: Unk.
58oF Air Temperature: 50"F1
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
AVON/SILVERTHORNE
(970) 949-6009
(970) e49-9223 FAX
Cylinder Compressive SheqS!1pq)
Time Test Taken: Unk.
Design Strength: 3000 psi @.28 days
Remarks: Concrete was poured early. Cylinders were cast from leftover concrete.
Age (Days)
7
28
28
3850
5100
4870 Average: 4985
cc: Pax Chagnon,42/40 Sheet I ofl
oo
Koechlein Gonsulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 w. Arameda t*;i1,EJff*:i:X.od, co 80228'2845
Todd Goulding
Vail Resorts Development Company
P.O. Box 959
Avon. CO 81620-0959
Proiect No: 04-153
SUMMARY OF CONCRETE TEST RESULTS
Project: Gore Creek Place Townhomes. 715 West Lionshead Circle. Vail. Colorado
Location: New Parkine Entrance Columns
Total Cubic Yards: Z
Supplier: Lafarge Ticket No: 01021934 Mix Design No: 4030
Slump: 2.5 inches Air Content: 2.0yo Wet Unit Weight: 143.5 pcf
Concrete Temperature: 62oF Air Temperature: 44"Ft
Test Date: 10125/04 Time Test Taken: 4:05 om
Design Strength: 4000 psi @ 28 days
Remarks:
LAKEWOOD
(303) 989-1223
(303) e89-0204 FAX
AVON/SILVERTHORNE
(970) 949-6009
(970) e49-9223 FAX
Cylinder Compressive Strength (psi)
Average: 5600
Age (Days)
28
28
4090
5520
5680
cc: Pax Chagnon,42/40 Sheet I of I
Koechlein Gonsulting
o
En gineers, Inc.
Consulting Geotechnical Engineers
12364 w. Arameda t*t#ilr;Jff#f;.od, Go 80228'2845
56
cc: Mark Gee - Monroe & Newell, Randy Hart - 42.10 Arch., Mike Graham - R.A. Nelson,
John Smith - R.A. Nelson, Kenl Kriehn - Alpine Engineering, Jennifer Babcock - Alpine Engineering
AVON/SILVERTHORNE
(970)949-6009
(970) 949-9223 FAX
Cylinder Compressive Strength (psi)
29s0
3700
3830 Averaee: 3765
Low 2E-day compressive strenph represents
84% of design strcngth
LAKEWOOD
(303) 989-1223
(303)989-0204 FAX
Todd Goulding
Vail Resorts Development Company
P.O. Box 959
Avon, CO 81620-0959
ProjectNo: 04-153
SUMMARY OF CONCRETE TEST RESULTS
Project: Gore Creek Place Townhomes. 715 West Lionshead Circle. Vail. Colorado
Location: Retainine Wall at the Southwest Comer of the Marriott. Samole Taken on the I't Lift
Total Cubic Yards: E
Supplier: Lafarge Ticket No: 1025875 Mix Design No: 4030
Slump: 5.0 inches Air Content: 5.3yo Wet Unit Weight: 143.8 pcf
Concrete Temperature: 66'F Air Temperature: 50'Ft
Test Date: llll5l04 Time Test Taken: 3:22 pm
Design Strength: 4500 nsi @ 28 days
Remarks: Compressive Strengths failed to meet 28 day requiremenls. Hold Cylinder will be tested
at 56 days
Age (Days)
.|
28
28
Sheet I of I
0700000000
Cuebrrr
R-A. Nolson
P.O. DrErItr5400
Avon, Co 81620
Orderf
3
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IZone V€il6s t\btc ShoMt On prlnEl
#1 Flve 1'ZoneVelves @ $103.84
#2 Dla|n HestSyetemAnd lmtallZone
Vales And Repurge Syatenr
16 horrs @ $85 psr hour
fl3 Wrg Fhrg Zono V€lys To Fancolts
7lrB @ $88.00 p€r Hr
MldCrunty Plumblng & l-l€atirg
PO Box 23186
Sllvorthorne, CO 8(198
(e7o) 468.4924
Vall Mountaln Opcrrdon R€n.
0519.00
$ 1360.00
$595.00
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