HomeMy WebLinkAboutB06-0196 Drawing Log 07/30/07L
7/30/2007
H I L L G L A Z I E: R
A« c i~ r t c r
Four Seasons Vail. Colorado - Drawina Loa
Sheet No.
Description
ARCHITECTURAL
A0.0
COVER SHEET
A0.1.1
SHEET INDEX
A0.1.2
SHEET INDEX
A0.1.3
SHEET INDEX
A0.2.1
ABBREVIATION/SYMBOUNOTES
A0.2.2
GENERAL NOTES
A0.2.3
KEY NOTES
A0.3A
CODE SUMMARY
A0.3B
OVERALL AREA TAKE-OFFS
A0.3.00
EGRESS PLAN - SITE PLAN
A0.3.01
EGRESS PLAN - LEVEL-01
A0.3.02
EGRESS PLAN - LEVEL-02
A0.3.03
EGRESS PLAN - LEVEL-03
A0.3.04
EGRESS PLAN - LEVEL-04
A0.3.05
EGRESS PLAN - LEVEL-05
A0.3.06
EGRESS PLAN - LEVEL-06
A0.3.07
EGRESS PLAN - LEVEL-07
A0.3.08
EGRESS PLAN - LEVEL-08
A0.3.09
EGRESS PLAN - LEVEL-09
A0.3.10
EGRESS PLAN - LEVEL-10
A0.3.11
EGRESS PLAN - ROOF PLAN - RETIRED
A0.4.1
ACCESSIBILITY NOTES
A0.4.2
ACCESSIBILITY DETAILS
A0.4.3
ACCESSIBILITY DETAILS
L
A0.5.1A
PARTITION SCHEDULEIMETAL STUDS
A0.5.1B
PARTITION SCHEDULE/METAL STUDS
A0.5.2
METAL PARTITION DETAILS
A0.5.3
METAL PARTITION DETAILS
r
C~ 01
A0.5.4
PARTITION DETAILS
A0.5.5
FIREPROOFING SCHEDULE }~IhCi3j V'
S
A0.5.6
UL DESIGN SPECIFICATIONS
A0.5.6A
Ag~j
UL DESIGN SPECIFICATIONS
orado
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sa P-1--v aq Ism sued ui saHuou
PoO iedioiunW pue 9ulpir'8 paadopV WeA0 a
112 0
NUMBER IN BOX DENOTES REVISION(DELTA)NUMBER} a)UE;idU100 puc u^I~oadsui o i
~J, f "
N.I. =NOT INCLUDED / NOT A PART OF SET aAoad
X= INCLUDED IN SET 0202BFourSeasons a -drawingLog.)ds
H I L L G L A Z I E R
A 8 C H I T C C -T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
A0.5.7
UL DESIGN SPECIFICATIONS
A0.5.8
IBC TABLE 720
A0.6.1
DOOR TYPES - GUESTROOM
A0.6.2
DOOR TYPES - EXTERIOR
A0.6.3
DOOR TYPES - BOH
A0.7.1
WINDOW TYPES - INTERIOR
A0.7.2
WINDOW TYPES - EXTERIOR
A0.8.1
LOUVER TYPES
A1.00
OVERALL SITE
A2.01
OVERALL PLAN - LEVEL 1
A2.02
OVERALL PLAN - LEVEL 2
A2.03
OVERALL PLAN - LEVEL 3
A2.04
OVERALL PLAN - LEVEL 4
A2.05
OVERALL PLAN - LEVEL 5
A2.06
OVERALL PLAN - LEVEL 6
A2.07
OVERALL PLAN - LEVEL 7
A2.08
OVERALL PLAN - LEVEL 8
A2.09
OVERALL PLAN - LEVEL 9
A2.10
OVERALL PLAN - LEVEL 10
A2.11
OVERALL ROOF PLAN
A2.01.1
LEVEL-01, AREA-1
A2.01.15
LEVEL-01, AREA-1 -SLAB PLAN
A2.01.2
LEVEL-01, AREA-2
A2.01.2S
LEVEL-01, AREA-2 - SLAB PLAN
A2.01.3
LEVEL-01, AREA-3
A2.01.3S
LEVEL-01, AREA-3-SLAB PLAN
A2.02.1
LEVEL-02, AREA-1
A2.02.IS
LEVEL-02, AREA-1 -SLAB PLAN
A2.02.2
LEVEL-02, AREA-2
A2.02.2S
LEVEL-02, AREA-2 - SLAB PLAN
A2.02.3
LEVEL-02, AREA-0A & 3B
A2.02.3S
LEVEL-02, AREA-3A & 3B - SLAB PLAN
A2.02.4
LEVEL-02, AREA-1
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 2 of 52
7/30/2007 X = INCLUDED IN SET 02O28FourSeasonsVail-drawingLog.)ds
I
H I L L G L A Z I E R
A ft C H; T E C 1 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
A2.02AS
LEVEL-02, AREAA - SLAB PLAN
A2.03.1
LEVEL-03, AREA-1
A2.03.15
LEVEL-03, AREA-1 -SLAB PLAN
A2.03.2
LEVEL-03, AREA-2
A2.03.2S
LEVEL-03, AREA-2 - SLAB PLAN
A2.03.3
LEVEL-03, AREA-3A & 3B
A2.03.35
LEVEL-03, AREA-3A & 3B - SLAB PLAN
A2.03.4
LEVEL-03, AREAA
A2.04.1
LEVEL-04, AREA-1
A2.04AS
LEVEL-04, AREA-1 -SLAB PLAN
A2.04.2
LEVEL-04, AREA-2
A2.04.2S
LEVEL-04, AREA-2 - SLAB PLAN
A2.04.3
LEVEL-04, AREA-3A & 38
A2.04.35
LEVEL-04, AREA-3A & 3B - SLAB PLAN
A2.05.1
LEVEL-05, AREA-1
A2.05AS
LEVEL-05, AREA-1 - SLAB PLAN
A2.05.2
LEVEL-05, AREA-2
A2.05.25
LEVEL-05, AREA-2 - SLAB PLAN
A2.05.3
LEVEL-05, AREA-3A & 3B
A2.05.35
LEVEL-05, AREA-3A & 3B - SLAB PLAN
A2.06.1
LEVEL-06, AREA-1
A2.06AS
LEVEL-06, AREA-1 - SLAB PLAN
A2.06.2
LEVEL-06, AREA-2
A2.06.2S
LEVEL-06, AREA-2 - SLAB PLAN
A2.06.3
LEVEL-06, AREA-3A & 3B
A2.06.3S
LEVEL-06, AREA-3A & 3B - SLAB PLAN
A2.07.1
LEVEL-07, AREA-1
A2.07AS
LEVEL-07, AREA-1 - SLAB PLAN
A2.07.2
LEVEL-07, AREA-2
A2.07.2S
LEVEL-07, AREA-2 - SLAB PLAN
A2.07.3
LEVEL-07, AREA-3A & 3B
A2.073S
LEVEL-07, AREA-3A & 3B - SLAB PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 3 of 52
7/30/2007 X = INCLUDED IN SET 0202BFourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A$ C N i T C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
A2.08.1
LEVEL-08, AREA-1
A2.08.15
LEVEL-08, AREA-1 -SLAB PLAN
A2.08.2
LEVEL-08, AREA-2
A2.08.2S
LEVEL-08, AREA-2 - SLAB PLAN
A2.08.3
LEVEL-08, AREA-3A & 3B
A2.08.3S
LEVEL-08, AREA-3A & 3B - SLAB PLAN
A2.09.1
LEVEL-09, AREA-1
A2.09AS
LEVEL-09, AREA-1 - SLAB PLAN
A2.09.2
LEVEL-09, AREA-2
A2.09.25
LEVEL-09, AREA-2 - SLAB PLAN
A2.09.3
LEVEL-09, AREA-3A & 3B
A2.09.3S
LEVEL-09, AREA-3A & 3B - SLAB PLAN
A2.10.1
LEVEL-10, AREA-1
A2.10AS
LEVEL-10, AREA-1 - SLAB PLAN
A2.10.2
LEVEL-10, AREA-2
A2.10.2S
LEVEL-10, AREA-2 - SLAB PLAN
A2.10.3
LEVEL-10, AREAS - ROOF PLAN
A2.11.1
LEVEL-11, AREA-1
A2.11.1R
LEVEL-11, AREA-1 - SNOW MELT & RETENTION
A2.11.2R
LEVEL-11, AREA-2 -SNOW MELT & RETENTION
A2.11.3R
LEVEL-11, AREAS - SNOW MELT & RETENTION
A2.11AR
LEVEL-11,AREA4 -SNOWMELT&RETENTION
A3.01.1
LEVEL-01, AREA-1 - RCP
A3.01.2
LEVEL-01, AREA-2 - RCP
A3.01.3
LEVEL-01, AREAS - RCP
A3.02.1
LEVEL-02, AREA-1 - RCP
A3.02.2
LEVEL-02, AREA-2 - RCP
A3.02.3
LEVEL-02, AREA-3A & 3B - RCP
A3.02.4
LEVEL-02, AREA4 - RCP
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED I NOT A PART OF SET 4 of 52
7130/2007 X = INCLUDED IN SET 02028FOurSeasonsVail-drawingLog.As
H I L L G L A Z I E R
A ft C H i T C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
A3.03.1
LEVEL-03, AREA-1 - RCP
A3.03.2
LEVEL-03, AREA-2 - RCP
A3.03.3
LEVEL-03, AREA-3A & 3B -RCP
A3.04.1
LEVEL-04, AREA-1 - RCP
A3.04.2
LEVEL-04, AREA-2 - RCP
A3.04.3
LEVEL-04, AREA-3A & 38 - RCP
A3.05.1
LEVEL-05, AREA-1 - RCP
A3.05.2
LEVEL-05, AREA-2 - RCP
A3.05.3
LEVEL-05, AREA-3A & 38 - RCP
A3.06.1
LEVEL-06, AREA-1 - RCP
A3.06.2
LEVEL-06, AREA-2 - RCP
A3.06.3
LEVEL-06, AREA-3A & 3B - RCP
A3.07.1
LEVEL-07, AREA-1 - RCP
A3.07.2
LEVEL-07, AREA-2 - RCP
A3.07.3
LEVEL-07, AREA-3A & 38 - RCP
A3.08.1
LEVEL-08, AREA-1 - RCP
A3.08.2
LEVEL-08, AREA-2 - RCP
A3.08.3
LEVEL-08, AREA-3A & 38 - RCP
A3.09.1
LEVEL-09, AREA-1 - RCP
A3.09.2
LEVEL-09, AREA-2 - RCP
A3.09.3
LEVEL-09, AREA-3A & 3B - RCP
A3.10.1
LEVEL-10, AREA-1 - RCP
A4.00.0
GUESTROOM MATRIX AND DETAILS
A4.01.0
ENLARGED TYPICAL BATHROOM
A4.01.1
ENLARGED GUESTROOM -TYPES K1
A4.01.2
ENLARGED GUESTROOM -TYPES K2
A4.01.3
ENLARGED GUESTROOM - TYPES K3
A4.01.4
ENLARGED GUESTROOM - TYPES K4
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 5 of 52
7/30/2007 X = INCLUDED IN SET 02O28FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C H I T t C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
A4.02.1
ENLARGED GUESTROOM - TYPES DDA
A4.03.0
ENLARGED ACCESSIBLE BATHROOMS
A4.03.1
ENLARGED GUESTROOM - TYPES K1-HC(DD1-HC SIM.)
A4.03.2
ENLARGED GUESTROOM - TYPES K1-RS (DDt-RS SIM.)
A4.04.0
ENLARGED BATHROOMS
A4.04AA
ENLARGED SUITE - TYPE ES1 -EXECUTIVE SUITE
A4.04.1B
ENLARGED SUITE -TYPE ES1 B - EXECUTIVE SUITE
A4.04.2
ENLARGED SURE - TYPE ES2 - EXECUTIVE SUITE
A4.04.3
ENLARGED SURE - TYPE ES2 - EXECUTIVE SUITE
A4.04AA
ENLARGED SUITE - TYPE ES-HC - ACCESSIBLE EXECUTIVE SURE & ES-2A - FLOOR PLAN
A4.04.48
ENLARGED SUITE - TYPE ES-HC - ACCESSIBLE EXECUTIVE SUITE & ES-2A - RCP
A4.05AA
ENLARGED SURE -TYPE 1K-1 -1-BEDROOM SUITE - FLOOR PLAN
A4.05.18
ENLARGED SUITE -TYPE 1K-1 -1-BEDROOM SUITE - RCP
A4.05.2
ENLARGED SUITE - TYPE 1 K3 -1-BEDROOM SUITE - FLOOR PLAN & RCP
A4.05.3
ENLARGED SUITE -TYPE 1K-HC -ACCESSIBLE 1-BEDROOM SUITE - FLOOR PLAN & RCP
A4.06AA
ENLARGED SURE - TYPE 2KK-HC - ACCESSIBLE 2-BEDROOM SUITE - FLOOR PLAN
A4.06.1 B
ENLARGED SUITE - TYPE 2KK-HC - ACCESSIBLE 2-BEDROOM SUITE - RCP
A4.06.2A
ENLARGED SUITE - TYPE 2KQQ - 2-BEDROOM SUITE - FLOOR PLAN
A4.06.26
ENLARGED SUITE - TYPE 2KQQ - 2-BEDROOM SURE - RCP
A4.07.1A
ENLARGED SUITE -TYPE PR-HC -ACCESSIBLE PRESIDENTIAL SUITE - FLOOR PLAN
A4.07AB
ENLARGED SUITE -TYPE PR-HC -ACCESSIBLE PRESIDENTIAL SUITE - FLOOR PLAN
A4.07AC
ENLARGED SUITE -TYPE PR-HC -ACCESSIBLE PRESIDENTIAL SUITE - RCP
A4.07.10
ENLARGED SUITE -TYPE PR-HC -ACCESSIBLE PRESIDENTIAL SUITE - RCP
A4.08.1
EMPLOYEE HOUSING - EM-1
A4.08.2
EMPLOYEE HOUSING - EM-2HC
A4.08.3 E
MPLOYEE HOUSING - EM-3
A4.08.4 E
MPLOYEE HOUSING - EMAHC
A4.08.5 E
MPLOYEE HOUSING - EM-HC -RETIRED
A4.10.0 R
ESIDENCE CLUB- ENLARGED BATHROOM
A4.11.1A R
ESIDENCE CLUB - TYPE RC-2A .2-BEDROOM - FLOOR PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 6 of 52
7/30/2007 X = INCLUDED IN SET 02O28FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A a C n s T E C T s
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
A4.11.18
RESIDENCE CLUB - TYPE RC-2A - 2-BEDROOM - RCP
A4.11.2A
RESIDENCE CLUB - TYPE RC-2B1 8 2B2 - 2-BEDROOM+MEDIA - FLOOR PLAN
A4.11.26
RESIDENCE CLUB - TYPE RC-2B1 8 2B2 - 2-BEDROOM+MEDIA - RCP
A4.11.3A
RESIDENCE CLUB - 2-BEDROOM + MEDIA - LEVELS - FLOOR PLAN
A4.11.313
RESIDENCE CLUB - 2-BEDROOM + MEDIA - LEVEL-8 - RCP
A4.12.1A
RESIDENCE CLUB - TYPE RC-3A1 - 3-BEDROOM + MEDIA ROOM - FLOOR PLAN
A4.12.1 B
RESIDENCE CLUB - TYPE RC-3A1 - 3-BEDROOM + MEDIA ROOM - RCP
A4.12.2A
RESIDENCE CLUB - TYPE RC-3HC 8 3A2 - 3-BEDROOM + MEDIA ROOM - FLOOR PLAN
A4.12.2B
RESIDENCE CLUB - TYPE RC3HC 8 3A2 - 3-BEDROOM + MEDIA ROOM - FLOOR PLAN
A4:12:3A
RESIDENCE CLUB --TYPE RC-3A2 -3-BEDROOM + MEDIA ROOM-- FLOOR PLAN - RETIRED
A4.13.1A
RESIDENCE CLUB - TYPE RC-3B - 3-BEDROOM + MEDIA ROOM - FLOOR PLAN
A4.13.1 B
RESIDENCE CLUB - TYPE RC-3B - 3-BEDROOM + MEDIA ROOM - RCP
A4.13.2A
RESIDENCE CLUB - TYPE RC-3B1 8 3B2 - 3-BEDROOM + MEDIA ROOM - FLOOR PLAN
A4.13.2B
RESIDENCE CLUB -TYPE RC-381 8 3B2- 3-BEDROOM + MEDIA ROOM - RCP
A4.14.1A
RESIDENCE CLUB -TYPE RC-4A1 - 4-BEDROOM - LOWER LEVEL FLOOR PLAN
A4.14.1B
RESIDENCE CLUB - TYPE RC-0A1 -4-BEDROOM - LOWER LEVEL RCP
A4.14.2A
RESIDENCE CLUB - TYPE RC-0A2 - 4-BEDROOM - UPPER LEVEL FLOOR PLAN
A4.14.2B
RESIDENCE CLUB - TYPE RC-4A2 - 4-BEDROOM - UPPER LEVEL RCP
A4.15.1A
RESIDENCE CLUB - TYPE RC-4B1 -4-BEDROOM - LOWER LEVEL FLOOR PLAN
A4.15.1B
RESIDENCE CLUB -TYPE RC4B1 - 4-BEDROOM - LOWER LEVEL RCP
A4.15.2A
RESIDENCE CLUB -TYPE RC-4B2 -4-BEDROOM - UPPER LEVEL FLOOR PLAN
A4.15.2B
RESIDENCE CLUB - TYPE RC4B2 - 4-BEDROOM - UPPER LEVEL RCP
A4.161A
RESIDENCE CLUB - TYPE RC4C1 - 4-BEDROOM - LOWER LEVEL FLOOR PLAN
A4.16.1 B
RESIDENCE CLUB - TYPE RC4C1 - 4-BEDROOM - LOWER LEVEL RCP
A4.16.2A
RESIDENCE CLUB - TYPE RC4C2 - 4-BEDROOM - UPPER LEVEL FLOOR PLAN
A4.16.213
RESIDENCE CLUB - TYPE RG4C2 -4-BEDROOM - UPPER LEVEL RCP
A4.20.1
ADAPTABLE BATHROOMS
A4.21.1
CONDO #1 - LEVEL-07 - FLOOR PLAN
A4.21.2
CONDO #1 - LEVEL-07 - RCP
A4.22.1
CONDO #2 - LEVEL-07 - FLOOR PLAN
A4.22.2
CONDO #2 - LEVEL-07 - RCP
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED I NOT A PART OF SET 7 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C 1, , 'T L C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
A4.23.1
CONDO #3 - LEVEL-07 - FLOOR PLAN
A4.23.2
CONDO #3 - LEVEL-07 - RCP
A4.24.1
CONDO #4 - LEVEL-08 - FLOOR PLAN
A4.24.2
CONDO #4 - LEVEL-08 - RCP
A4.25.1
CONDO #5 - LEVEL-08 - FLOOR PLAN
A4.25.2
CONDO #5 - LEVEL-08 - RCP
A4.26.1
CONDO #6 - LEVEL-08 - FLOOR PLAN
A4.26.2
CONDO #6 - LEVEL-08 - RCP
A4.27.1
CONDO #7 - LEVEL-08 - FLOOR PLAN
A4.27.2
CONDO #7 - LEVEL-08 - RCP
A4.28.1
CONDO #8 - LEVEL-09 - FLOOR PLAN
A4.28.2
CONDO #8 - LEVEL-09 - RCP
A4.29.1
CONDO #9 - LEVEL-09 - FLOOR PLAN
A4.29.2
CONDO #9 - LEVEL-09 - RCP
A4.30.1
CONDO #10 - LEVEL-09 - FLOOR PLAN
A4.30.2
CONDO #10 - LEVEL-09 - RCP
A4.31.1
CONDO #11 - LEVEL-09 - FLOOR PLAN
A4.31.2
CONDO #11 - LEVEL-09 - RCP
A4.32.1
CONDO #12 - LEVEL-09 -FLOOR PLAN
A4.32.2
CONDO #12 - LEVEL-09 - RCP
A4.33.1
CONDO #13 - LEVEL-10 - FLOOR PLAN
A4.33.2
CONDO #13 - LEVEL-10 - RCP
A4.34.1
CONDO #14 - LEVEL-10 - FLOOR PLAN
A4.34.2
CONDO #14 - LEVEL-10 - RCP
A4.35.1
CONDO #15 - LEVEL-10 - FLOOR PLAN
A4.35.2
CONDO #15 - LEVEL-10 - RCP
A4.36.1
CONDO #16 - LEVEL-10 - FLOOR PLAN
A4.36.2
CONDO #16 - LEVEL-10 - RCP
A4.40.1
SPA - ENLARGED FLOOR PLAN
A4.40.2
SPA - ENLARGED FLOOR PLAN
A4.51.1
ENLARGED PUBLIC TOILET PLANS
A4.51.2
ENLARGED PUBLIC & BOH TOILET PLANS
A4.52.1
ENLARGED EMPLOYEE LOCKER ROOM - FLOOR PLANS & RCP
A4.61.1
ENLARGED MAID'S ROOMS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 8 of 52
7130/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A 8 C H i I[ C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
A4.61.2
ENLARGED ICE MACHINE ROOMS & MAID'S ROOMS
A5.01
OVERALL EXTERIOR ELEVATIONS
A5.02
OVERALL EXTERIOR ELEVATIONS
A5.03
OVERALL EXTERIOR ELEVATIONS
A6.01
BUILDING SECTIONS
A6.02
BUILDING SECTIONS
A6.1.01
BUILDING SECTION
A6.1.02
BUILDING SECTION
A6.1.03
BUILDING SECTION
A6.1.04
BUILDING SECTION
A6.1.05
BUILDING SECTION
A6.1.06
BUILDING SECTION
A6.1.07
BUILDING SECTION
A6.2.01
BUILDING SECTION
A6.2.02
BUILDING SECTION
A6.2.03
BUILDING SECTION - RETIRED
A6.3.01
BUILDING SECTION
A6.3.02
BUILDING SECTION
A6.3.03
BUILDING SECTION
A6.3.04
BUILDING SECTION
A6.3.05
BUILDING SECTION
A6.3.06
BUILDING SECTION
A6.3.07
BUILDING SECTION
A6.3.08
BUILDING SECTION
A6.3.09
BUILDING SECTION
A6.4.01
PARTIAL ROOF SECTIONS
A6.4.02
PARTIAL ROOF SECTIONS
A6.4.03
PARTIAL ROOF SECTIONS
A7.1.01
STAIR "A"
A7.1.02
STAIR "B"
A7.1.03
STAIR "C"
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 9 of 52
7/30/2007 X = INCLUDED IN SET 02O28FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A S C H 7? L C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
A7.1.04
STAIR "D" & "E"
A7.1.05
STAIR "F'
A7.1.06
STAIR "G"
A7.1.07
STAIR "H", "J", "L", & "M"
A7.1.08
STAIR "N", "P", & "Q"
A7.1.09
STAIR "S", "U", & "V"
A7.1.51
EXTERIOR STAIRS
A7.1.52
EXTERIOR STAIRS
A7.2.01
ELEVATOR - RP1-RP2 - FLOOR PLANS
A7:2:02
ELEVATOR - RPI-RP2 - SECTIONS -RETIRED
A7.2.03
ELEVATOR - VS1
A7.2.04
ELEVATOR - CP1/HP1-CP2/HP2 & HS1-HS2 - LEVEL 1,2,3, & 4
A7.2.05
ELEVATOR - CP1/HP1-CP2/HP2 & HS1-HS2 - LEVEL 5,6,7, & 8
A7.2.06
ELEVATOR -CP1/HP1-CP2/HP2 & HS1-HS2 - LEVEL 9 & 10
A 7.2.07
ELEVATOR - CPI/HP1-CP2MP2 & HS1-HS2 - SECTIONS - RETIRED
A7.2.08
ELEVATOR - RS1-RS2
A7209
ELEVATOR- RS1-RS2 - SECTIONS - RETIRED
A7.2.10
ELEVATOR - RS3
A7:2.14
ELEVATOR - HS3--RETIRED
A7.5.01
TYPICAL STAIR DETAILS - BOH
A7.5.51
EXTERIOR STAIR DETAILS
A7.6.01
TYPICAL ELEVATOR DETAILS
A8.0.01
BALCONY DETAILS
AB.1.01
ROOF DETAILS
A8.1.02
BALCONY DETAILS
A8.2.01
TYPICAL ROOF DETAILS
A8.2.02
ROOF DETAILS
A8.2.03
ROOF DETAILS
A8.3.01
WINDOW/DOOR DETAILS
A8.3.02
LOUVER DETAILS
A8.4.01
EXTERIOR WALL DETAILS
A8.4.02
FOUNDATION DETAILS
A8.4.03
FOUNDATION DETAILS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED I NOT A PART OF SET 10 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
C
H I L L G L A Z I E R
A It C H 7 T E C T 5
Four Seasons Vail. Colorado - Drawina Loa
Sheet No.
Description
A8.4.04
FOUNDATION DETAILS
A8.4.11
WALL PLAN DETAILS
A8.5.01
DORMER/GABLE TYPES
A8.5.02
DORMER/GABLE TYPES
A8.5.03
DORMER/GABLE TYPES & ROOF BRACKETS
A8.5.11
DORMER DETAILS
A8.6.01
MISCELLANEOUS DETAILS
A8.6.02
MISCELLANEOUS DETAILS - FIREPLACES
A9.1.01
DOOR DETAILS - HEAD/JAMB
A9.2.01
DOOR DETAILS -THRESHOLDS
A9.3.01
TYPICAL CEILING DETAILS
A9.3.02
CEILING DETAILS
A9.4.01
ARCHITECTURAL INTERIOR DETAILS
A9.5.01
GUESTROOM DETAILS
A9.6.01
INTERIOR DETAILS - BOH
A9.9.01
FOUR SEASONS DETAILS - BOH
MA0.2.1
MODEL ROOM - ABBREVIATIONS/SYMBOLS/CONSULTANTSNICINITY/SHEET INDEX
MA0.2:3
MODEL ROOM--GENERAL-KEY NOTES
MA0.5.1A
MODEL ROOM - PARTITION SCHEDULES
MA0.5AB
MODEL ROOM - PARTITION SCHEDULES
MA2.00
MODEL ROOM -OVERALL FLOOR PLAWFINISH SCHEDULE
MA2:01
MODEL ROOM - FLOOR PLAN 8-RCP
MA4.01
MODEL ROOM- ENLARGED-GUEST-BATHROOM FLOOR PLAN & RCP
MA5.01
MODEL ROOM - ELEVATIONS &SECTION
MA8.01
MODEL ROOM- DETAILS
MA9.01
MODEL ROOM - DETAILS
STRUCTURAL
51.0.1
GENERAL NOTES
51.0.1A
GENERAL NOTES
S1.0.2
TYPICAL CONCRETE DETAILS
S1.0.2A
TYPICAL CONCRETE DETAILS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED I NOT A PART OF SET 11 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C If I T t C T S
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
S1.0.3
TYPICAL PT CONCRETE DETAILS
S1.0.3A
TYPICAL PT CONCRETE DETAILS
S1.0.4
TYPICAL METAL DECK DETAILS
S1.0.5
TYPICAL STEEL DETAILS
S1.0.5A
TYPICAL STEEL DETAILS
S1.0.5B
TYPICAL STEEL DETAILS
S2.01
OVERALL FLOOR PLAN - LEVEL-01
S2.02
OVERALL FLOOR PLAN - LEVEL-02
S2.03
OVERALL FLOOR PLAN - LEVEL-03
S2.04
OVERALL FLOOR PLAN - LEVEL-04
S2.05
OVERALL FLOOR PLAN - LEVEL-05
S2.06
OVERALL FLOOR PLAN - LEVEL-06
S2.07
OVERALL FLOOR PLAN - LEVEL-07
S2.08
OVERALL FLOOR PLAN - LEVEL-08
52.09
OVERALL FLOOR PLAN - LEVEL-09
S2.10
OVERALL FLOOR PLAN - LEVEL-10
S2.11
OVERALL FLOOR PLAN - LEVEL-RF
S2.01.1
LEVEL-01, AREA-1 - FOUNDATION PLAN
S2.01.2
LEVEL-01, AREA-2 - FOUNDATION PLAN
S2.01.3
LEVEL-01, AREA-0A & 3B - FOUNDATION PLAN
S2.02.1
LEVEL-02, AREA-1 - FOUNDATION PLAN AND FRAMING PLAN
S2.02.2
LEVEL-02, AREA-2 - FOUNDATION PLAN AND FRAMING PLAN
S2.02.3
LEVEL-02, AREA-3A & 3B - FOUNDATION PLAN AND FRAMING PLAN
S2.02.4
LEVEL-02, AREA-4 - FOUNDATION PLAN AND FRAMING PLAN
S2.03.1
LEVEL-03, AREA-1 -FRAMING PLAN
S2.03.2
LEVEL-03, AREA-2 - FRAMING PLAN
S2.03.3
LEVEL-03, AREA-3A & 313 - FOUNDATION & FRAMING PLAN
S2.03.4
LEVEL-03, AREA-4 - FRAMING PLAN
S2.04.1
LEVEL-04, AREA-1 - FRAMING PLAN (MILD STEEL)
S2.04AA
LEVEL-04, AREA-1 - FRAMING PLAN (P.T.)
S2.04.2
LEVEL-04, AREA-2 - FRAMING PLAN (MILD STEEL)
S2.04.2A
LEVEL-04, AREA-2 - FRAMING PLAN (P.T.)
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 12 of 52
7130/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A 8 C N I T L C T S
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
S2.04.3
LEVEL-04, AREA-3A & 3B - FRAMING PLAN (MILD STEEL)
S2.04.3A
LEVEL-04, AREA-21A & 3B - FRAMING PLAN (P.T.)
S2.05.1
LEVEL-05, AREA-1 - FRAMING PLAN (MILD STEEL)
S2.05.1A
LEVEL-05, AREA-1 - FRAMING PLAN (P.T.)
S2.05.2
LEVEL-05, AREA-2 - FRAMING PLAN (MILD STEEL)
S2.05.2A
LEVEL-05, AREA-2 - FRAMING PLAN (P.T.)
S2.05.3
LEVEL-05, AREA-3A & 3B - FRAMING PLAN (MILD STEEL)
S2.05.3A
LEVEL-05, AREA-3A & 3B - FRAMING PLAN (P.T.)
S2.06.1
LEVEL-06, AREA-1 - FRAMING PLAN (MILD STEEL)
S2.06.1A
LEVEL-06, AREA-1 - FRAMING PLAN (P.T.)
S2.06.2
LEVEL-06, AREA-2 - FRAMING PLAN (MILD STEEL)
S2.06.2A
LEVEL-O6, AREA-2 - FRAMING PLAN (P.T.)
S2.06.3
LEVEL-06, AREA-3A & 3B - FRAMING PLAN (MILD STEEL)
S2.063A
LEVEL-06, AREA-3A & 36 - FRAMING PLAN (P.T.)
52.07.1
LEVEL-07, AREA-1 - FRAMING PLAN (MILD STEEL)
S2.071A
LEVEL-07, AREA-1 - FRAMING PLAN (P.T.)
S2.07.2
LEVEL-07, AREA-2 - FRAMING PLAN (MILD STEEL)
S2.07.2A
LEVEL-07, AREA-2 - FRAMING PLAN (P.T.)
S2.07.3
LEVEL-07, AREA-3A & 3B - FRAMING PLAN (MILD STEEL)
S2.07.3A
LEVEL-07, AREA-3A & 3B - FRAMING PLAN (P.T.)
52.08.1
LEVEL-08, AREA-1 - FRAMING PLAN (MILD STEEL)
S2.08.1A
LEVEL-08, AREA-1 - FRAMING PLAN (P.T.)
S2.08.2
LEVEL-08, AREA-2 - FRAMING PLAN (MILD STEEL)
S2.D8.2A
LEVEL-08, AREA-2 - FRAMING PLAN (P.T.)
S2.08.3
LEVEL-08, AREA-3A & 3B - FRAMING PLAN (MILD STEEL)
52.08.3A
LEVEL-08, AREA-3A & 3B - FRAMING PLAN (P.T.)
S2.09.1
LEVEL-09, AREA-1 - FRAMING PLAN (MILD STEEL)
S2.09.1A
LEVEL-09, AREA-1 - FRAMING PLAN (P.T.)
S2.09.2
LEVEL-09, AREA-2 - FRAMING PLAN (MILD STEEL)
S2.09.2A
LEVEL-09, AREA-2 - FRAMING PLAN (P.T.)
S2.09.3
LEVEL-09, AREA-3A 8 3B -FRAMING PLAN - (P.T.)
52.09.3A
LEVEL-09, AREA-3A & 3B - FRAMING PLAN - (P.T.)
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 13 of 52
7/30/2007 X = INCLUDED IN SET 0202BFourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A fl C li E C T S
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
S2.10.1
LEVEL-10, AREA-1 - FRAMING PLAN (MILD STEEL)
S2.10.1A
LEVEL-10, AREA-1 - FRAMING PLAN (P.T.)
S2.10.2
LEVEL-10, AREA-2 - FRAMING PLAN (MILD STEEL)
S2.10.2A
LEVEL-10, AREA-2 - FRAMING PLAN (P.T.)
S2.10.3
LEVEL-10, AREA-3A & 3B - FRAMING PLAN - ROOF
S2.11.1
LEVEL-11, AREA-1 -ROOF FRAMING PLAN
S2.11.2
LEVEL-11, AREA-2 - ROOF FRAMING PLAN
S3.01
BUILDING SECTIONS -RETIRED
S3.01A
BUILDING SECTIONS-RETIRED
S3.0.2
SHEARWALL ELEVATIONS
S3.02A
SHEARWALL ELEVATIONS
S3.02B
SHEARWALL ELEVATIONS
S3.02C
SHEARWALL ELEVATIONS
S3.021)
SHEARWALL ELEVATIONS
S3.03
SHEARWALL DETAILS
S4.01
MAT AND SPREAD FOOTING SCHEDULE AND DETAILS
S4.0.2
NON-FRAME CONCRETE COLUMN SCHEDULE
S4.0.2A
NON-FRAME CONCRETE COLUMN DETAILS
S4.0.3
CONCRETE WALL SCHEDULE AND DETAILS
S4.0.4
FOUNDATION SECTIONS AND DETAILS
S4.0AA
FOUNDATION SECTIONS AND DETAILS
S5.0.1
CONCRETE TWO-WAY SLAB SCHEDULES & DETAILS
S5.0.2
POST-TENSION SLAB ADDED REINF. SCHEDULE & DETAILS
S5.0.3
NON P.T. CONCRETE BEAM SCHEDULE & DETAILS
S5.0.4
P.T. CONCRETE BEAM DETAILS
S5.0.4A
P.T. CONCRETE BEAM DETAILS
S5.0.4B
P.T. CONCRETE BEAM DETAILS
S5.0.4C
P.T. CONCRETE BEAM DETAILS
S5.0AD
P.T. CONCRETE BEAM DETAILS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 14 0( 52
7/30/2007 X = INCLUDED IN SET 02028FourSeason$Vail-drawingLog.)ds
H I L L G L A Z I E R
A$ C H; T t C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
56.0.1
SECTIONS AND DETAILS
S6.0.1A
SECTIONS AND DETAILS
S6.0.113
SECTIONS AND DETAILS
S6.0.1C
SECTIONS AND DETAILS
S6.0.1 D
SECTIONS AND DETAILS
56.0.1 E
SECTIONS AND DETAILS
S6.0.1F
SECTIONS AND DETAILS
S6.0.1G
SECTIONS AND DETAILS
S6.0.1 H
SECTIONS AND DETAILS
S7.00
ROOF SECTIONS
S7.0.1
ROOF SECTIONS AND DETAILS
S7.0.1A
ROOF SECTIONS AND DETAILS
S7.0.1B
ROOF SECTIONS AND DETAILS
S7.0.1C
ROOF SECTIONS AND DETAILS
S7.0.11)
ROOF SECTIONS AND DETAILS
S7.0.1 E
ROOF SECTIONS AND DETAILS
S7.0.1 F
ROOF SECTIONS AND DETAILS
S7.0.1G
ROOF SECTIONS AND DETAILS
S7.0.1 H
ROOF SECTIONS AND DETAILS
S7.02
ROOF SECTIONS & DETAILS
S7.02A
ROOF SECTIONS & DETAILS
S7.02B
ROOF SECTIONS & DETAILS
S7.02C
ROOF SECTIONS & DETAILS
S7.02D
ROOF SECTIONS & DETAILS
S7.02E
ROOF SECTIONS & DETAILS
S7.02F
ROOF SECTIONS & DETAILS
S7.03
ROOF DETAILS
S7.03A
ROOF DETAILS
S7.04
ROOF DETAILS
S8.0.1
MISCELLANEOUS SECTIONS AND DETAILS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 15 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C 11 1 Y 1 C T S
Seasons Vail. Colorado - Drawina Loa
Sheet No.
Description
INTERIOR DESIGN
ID-2,02FP
Second Floor- Finish Plan - RETIRED
ID-2.03FP
Third Floor-Finish Plan - RETIRED
ID-20917P
Fourth Floor -Finish Plan -RETIRED
&2.05FP
Fifth Floor -Finish Plan -RETIRED
10-2.0617P
Sixth Floor- Finish Plan-RETIRED
".07FP
Seventh Floor -Finish Plan -RETIRED
ID-2.06FP
Eighth Floor-Finish Plan - RETIRED
1D-2.09FP
Ninth Floor-Finish-Plan--RETIRED
10-2.10FP
Tenth Floor - Finish Plan - RETIRED
ID1.01
LEGEND I ABBREVIATIONS I SYMBOLS I NOTES
ID1.02
GENERAL INFORMATION / MOUNTING HEIGHTS
ID2.01
OVERALL PLAN - LEVELI
ID2.02
OVERALL PLAN - LEVEL 2
ID2.03
OVERALL PLAN - LEVEL 3
ID2.04
OVERALL PLAN - LEVEL 4
ID2.05
OVERALL PLAN - LEVEL 5
ID2.06
OVERALL PLAN - LEVEL 6
ID2.07
OVERALL PLAN - LEVEL 7
ID2.08
OVERALL PLAN - LEVEL 8
ID2.09
OVERALL PLAN - LEVEL 9
ID2.10
OVERALL PLAN - LEVEL 10
ID2.02.1
LEVEL-02, AREA-1 REFERENCE PLAN
ID2.02AP
LEVEL-02, AREA-1 POWER AND COMMUNICATION PLAN
ID2.02.1F
LEVEL-02, AREA-1 FLOOR FINISH PLAN
/D202.2
LEVEL-02, AREA-2 REFERENCE PLAN - RETIRED
ID2.02,21'
LEVEL-02, AREA-2 FLOOR FINISH PLAN - RETIRED
ID2.02.2P
LEVEL-02, AREA-2 POWER AND COMMUNICATION PLAN - RETIRED
ID2.02.3
LEVEL-02, AREA-3A & 313 REFERENCE PLAN
ID2.02.3P
LEVEL-02, AREA-3A & 3B POWER AND COMMUNICATION PLAN
ID2.02.3F
LEVEL-02, AREA-3A & 3B FLOOR FINISH PLAN
ID2.02.4
LEVEL-02, AREA4 REFERENCE PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 16 Of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C 11 ; 7[ C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID2.03.1
LEVEL-03, AREA-1 REFERENCE PLAN
ID2.03.1P
LEVEL-03, AREA-1 POWER AND COMMUNICATION PLAN
ID2.03.11'
LEVEL-03, AREA-1 FLOOR FINISH PLAN
ID2.03.2
LEVEL-03, AREA-2 REFERENCE PLAN
ID2.03.2P
LEVEL-03, AREA-2 POWER AND COMMUNICATION PLAN
ID2.03.2F
LEVEL-03, AREA-2 FLOOR FINISH PLAN
ID2.03.2P
LEVEL-03, AREA-2 POWER AND COMMUNICATION PLAN
ID2.03.3
LEVEL-03, AREA-3A & 3B REFERENCE PLAN
ID2.03.3P
LEVEL-03, AREA-3A & 3B POWER AND COMMUNICATION PLAN
ID2.03.3F
LEVEL-03, AREA-3A & 3B FLOOR FINISH PLAN
ID2.04.1
LEVEL-04, AREA-1 REFERENCE PLAN
ID2,04:IF
LEVEL-04; AREA-1 FLOOR FINISH PLAN
ID2.04.1P
LEVEL-04, AREA-1 POWER AND COMMUNICATION PLAN
ID2.04.3
LEVEL-04, AREA-3A & 3B REFERENCE PLAN
02:04:3F
LEVEL-04 AREA-3A &38 FLOOR-FINISH-PLAN
ID2.04.3P
LEVEL-04, AREA-21A & 3B POWER AND COMMUNICATION PLAN
ID2.05.1
LEVEL-05, AREA-1 REFERENCE PLAN
ID2.05.1P
LEVEL-05, AREA-1 POWER AND COMMUNICATION PLAN
ID2.05.1F
LEVEL-05, AREA-1 FLOOR FINISH PLAN
ID2.05.2
LEVEL-05, AREA-2 REFERENCE PLAN
ID2.05.2P
LEVEL-05, AREA-2 POWER AND COMMUNICATION PLAN
ID2.05.2F
LEVEL-05, AREA-2 FLOOR FINISH PLAN
ID2.05.3
LEVEL-05, AREA-3A & 3B REFERENCE PLAN
ID2,05.31'
LEVEL-03, AREA-3A & 3B FLOOR FINISH PLAN - RETIRED
ID2.05.3P
LEVEL-05, AREA-3A & 3B POWER AND COMMUNICATION PLAN
ID2.06.1
LEVEL-06, AREA-1 REFERENCE PLAN
ID2.06.1P
LEVEL-06, AREA-1 POWER AND COMMUNICATION PLAN
ID2.06.2
LEVEL-06, AREA-2 REFERENCE PLAN
ID2.06.2P
LEVEL-06, AREA-2 POWER AND COMMUNICATION PLAN
ID2.06.3
LEVEL-06, AREAS REFERENCE PLAN
ID2.06.3P
LEVEL-06, AREAS POWER AND COMMUNICATION PLAN
ID2.07.1
LEVEL-07, AREA-1 REFERENCE PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 17 of 52
7/30/2007 X = INCLUDED IN SET 0202BFourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A a C If I T C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID2.07.1P
LEVEL-07, AREA-1 POWER AND COMMUNICATION PLAN
ID2.07.2
LEVEL-07, AREA-2 REFERENCE PLAN
1D2.07.2P
LEVEL-07, AREA-2 POWER AND COMMUNICATION PLAN
ID2.07.3
LEVEL-07, AREA-3A & 3B REFERENCE PLAN
ID2.07.3P
LEVEL-07, AREA-3A & 3B POWER AND COMMUNICATION PLAN
ID2.08.1
LEVEL-08, AREA-1 REFERENCE PLAN
ID2.08.1P
LEVEL-08, AREA-1 POWER AND COMMUNICATION PLAN
ID2.08.2
LEVEL-08, AREA-2 REFERENCE PLAN
ID2.08.2P
LEVEL-08, AREA-2 POWER AND COMMUNICATION PLAN
ID2.0B.3
LEVEL-08, AREA-3A & 3B REFERENCE PLAN
ID2.08.3P
LEVEL-08. AREA-3A & 3B POWER AND COMMUNICATION PLAN
ID2.09.1
LEVEL-09, AREA-1 REFERENCE PLAN
ID2.09.1P
LEVEL-09, AREA-1 POWER AND COMMUNICATION PLAN
ID2.09.2
LEVEL-09, AREA-2 REFERENCE PLAN
ID2.09.2P
LEVEL-09, AREA-2 POWER AND COMMUNICATION PLAN
".02
Second Floor-Reflected Ceiling Plan - RETIRED
ID-3.03
Third Floor - Reflected Ceiling Plan - RETIRED
ID-3.04
Fourth Floor- Reflected Ceiling Plan --RETIRED
ID-3.05
Flflh Floor - Reflected Ceiling Plan- RETIRED
04:06
Sixth Floor- Reflected Ceiling Plan - RETIRED
ID-107
Seventh Floor - Reflected Ceiling Plan- RETIRED
M3.08
Eighth Floor-Reflected Ceiling Plan- RETIRED
ID3:09
Ninth Roor -Reflected Ceiling Plan-RETIRED
ID3:10
Tenth Floor- Reflected Ceiling Plan- RETIRED
ID3.02.1
LEVEL-02, AREA-1 RCP
ID3.022
LEVEL-02, AREA-2 RCP - RETIRED
ID3.02.3
LEVEL-02, AREA-3A & 3B RCP
ID3.03.1 L
EVEL-03, AREA-1 RCP
ID3.03.2 L
EVEL-03, AREA-2 RCP
ID3.03.3 L
EVEL-03, AREA-3A & 3B RCP
ID3.04.1 L
EVEL-04, AREA-1 RCP
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 18 of 52
7/3012007 X = INCLUDED IN SET 02O28FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C H i? C C T$
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID3.04.3
LEVEL-04, AREA-3 RCP
ID3.05.1
LEVEL-05, AREA-1 RCP
ID3.05.2
LEVEL-05, AREA-2 RCP
ID3.05.3
LEVEL-05, AREA-3 RCP
ID3.06.1
LEVEL-06, AREA-1 RCP
ID3.06.2
LEVEL-06. AREA-2 RCP
ID3.06.3
LEVEL-06, AREAS RCP
ID3.07.1
LEVEL-07, AREA-1 RCP
ID3.07.2
LEVEL-07, AREA-2 RCP
ID3.(f7.3
LEVEL-07,AREA3 RCP
ID3.06.1
LEVEL-08, AREA -1 RCP
ID3.06.2
LEVEL-06, AREA -2 RCP
ID3.08.3
LEVEL-08, AREA -3 RCP
ID3.09.1
LEVEL-09, AREA-1 RCP
ID3.10.1
LEVEL-09, AREA-1 RCP
ID4.01.0
ENLARGED GUEST BATHROOM
1134:02:0
ENLARGED ADA GUEST BATHROOM
ID4.03.0
ENLARGED ACCESSIBLE GUEST BATHROOM
ID4.04.0
ENLARGED SURE BATHROOM
ID4.09.0
TYPICAL RESIDENCE CLUB KITCHEN
ID4.10.0
ENLARGED TYPICAL BATHROOM
ID4.01AA
ENLARGED SUITE -TYPE K1 -TYPICAL KING - POWER AND COMMUNICATION PLAN / RCP
ID4.01.18 E
NLARGED SUITE -TYPE K1 -TYPICAL KING - FLOOR FINISH PLAN/ REFERENCE PLAN
ID4.01.2A E
NLARGED SUITE -TYPE K2 - POWER AND COMMUNICATION PLAN / RCP
ID4.01.2B E
NLARGED SUITE -TYPE K2 -TYPICAL KING - FLOOR FINISH PLAN/ REFERENCE PLAN
1ID4.01.3A E
NLARGED SUITE -TYPE K3 -POWER AND COMMUNICATION PLAN / RCP
1ID4.013B E
NLARGED SUITE -TYPE K3 -FLOOR FINISH PLAN/ REFERENCE PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED I NOT A PART OF SET 19 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A B C If I T L C T S
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID4.01.4A
ENLARGED SURE -TYPE K4 -POWER AND COMMUNICATION PLAN / RCP
ID4.01.48
ENLARGED SUITE - TYPE K4 -TYPICAL KING - FLOOR FINISH PLAN/ REFERENCE PLAN
ID4.02.1A
ENLARGED SUITE -TYPE Q01 -QUEEWQUEEN - POWER AND COMMUNICATION PLAN / RCP
ID4.02.1 B
ENLARGED SUITE - TYPE QQ1 - QUEEN/QUEEN- FLOOR FINISH PLAN/ REFERENCE PLAN
104.03:0
ACCESSIBLE GUEST BATHROOM-ACCESSIBLE ROLL-IN SHOWER
ID4.03.1A
ENLARGED SUITE -TYPE K1-HC/ K1RS (SIM) -POWER AND COMMUNICATION PLAN / RCP
ID4.03.18
ENLARGED SUITE - TYPE K1-HC-KI-RS (SIM) FLOOR FINISH PLAN/ REFERENCE PLAN
ID4.03.2A
ENLARGED SUITE -TYPE QQ1-RS/ QQ1-HC (SIM) -POWER AND COMMUNICATION PLAN / RCP
ID4.03.28
ENLARGED SURE - TYPE QQ1-RS/ Q01-HC (SIM) FLOOR FINISH PLAN/ REFERENCE PLAN
ID4.04.0
ENLARGE BATHROOM - ES-2A
ID4.04AA
ENLARGED SUITE -TYPE ES1 - EXECUTIVE SURE POWER AND COMMUNICATION/ RCP
ID4.04.113
ENLARGED SUITE -TYPE ES1 - EXECUTIVE SUITE FLOOR FINISH PLAN/ REFERENCE PLAN
ID4.04.2A
ENLARGED SUITE -TYPE ES2 - EXECUTIVE SUITE POWER AND COMMUNICATION/ RCP
ID4.04.213
ENLARGED SUITE -TYPE ES2 - EXECUTIVE SURE FLOOR FINISH PLAN/ REFERENCE PLAN
ID4.04.3A
ENLARGED SUITE -TYPE ES3 - EXECUTIVE SURE POWER AND COMMUNICATION/ RCP
ID4.04.3B
ENLARGED SURE - TYPE ES3 - EXECUTIVE SUITE FLOOR FINISH PLAN/ REFERENCE PLAN
ID4.04AA
ENLARGED SURE -TYPE ES-HC -EXECUTIVE SUITE (ACCESSIBLE) POWER AND COMMUNICATION
ID4.04.48
ENLARGED SUITE -TYPE ES-HC - EXECUTIVE SUITE(ACCESSIBLE) RCP
ID4.04.4C
ENLARGED SURE -TYPE ES-HC - EXECUTIVE SUITE(ACCESSIBLE) FLOOR FINISH PLAN
ID4.04.4D
ENLARGED SURE -TYPE ES-HC - EXECUTIVE SUITE(ACCESSIBLE) REFERENCE PLAN
ID4.05.1A
ENLARGED SUITE -TYPE 1K-1 -1-BEDROOM SUITE - POWER AND COMMUNICATION PLAN
ID4.05.18
ENLARGED SUITE -TYPE 1K-1 -1-BEDROOM SUITE - RCP
ID4.05AC
ENLARGED SUITE -TYPE 1K-1 -1-BEDROOM SUITE - FLOOR FINISH PLAN
ID4.05.1D
ENLARGED SUITE -TYPE 1K-1 -1-BEDROOM SUITE - REFERENCE PLAN
ID4.05.2A
ENLARGED SUITE -TYPE 1K-2 - 1-BEDROOM SUITE - POWER AND COMMUNICATION PLAN
ID4.05.2B
ENLARGED SUITE -TYPE 1K-2 - 1-BEDROOM SUITE - RCP
ID4.05.2C
ENLARGED SUITE - TYPE I K-2 - 1-BEDROOM SUITE - FLOOR FINISH PLAN - RETIRED
ID4.05.2D
ENLARGED SUITE -TYPE I K-2 - 1-BEDROOM SUITE - REFERENCE PLAN - RETIRED
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 20 of 52
7/3012007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C 11 1' f C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID4.05.3A
ENLARGED SUITE -TYPE 1K-HC - 1- POWER AND COMMUNICATION PLAN
ID4.05.38
ENLARGED SUITE -TYPE 1K-HC-1 - RCP
ID4.05.3C
ENLARGED SUITE - TYPE 1K-HC -1-FLOOR FINISH PLAN - RETIRED
ID4.05.3D
ENLARGED SUITE - TYPE 1K-HC - 1-REFERENCE PLAN - RETIRED
ID4.06.IA
ENLARGED SUITE -TYPE 2KK-HC POWER AND COMMUNICATION PLAN
ID4.05.1 B
ENLARGED SUITE - TYPE 2KK-HC - RCP
ID4.06.1C
ENLARGED SUITE -TYPE 2KK-HC-FLOOR FINISH PLAN
104.06.1D
ENLARGED SUITE -TYPE 2KK-HC-REFERENCE PLAN
ID4.08.2A
ENLARGED SURE -TYPE 2KQQ-POWER AND COMMUNICATION PLAN
1134.06.28
ENLARGED SURE -TYPE 2KQQ - RCP
ID4.06.2C
ENLARGED SUITE -TYPE 2K00-FLOOR FINISH PLAN
1134.06.21)
ENLARGED SURE -TYPE 2KQQ-REFERENCE PLAN
ID4.07.1A
ENLARGED SURE -TYPE PR-HC-POWER AND COMMUNICATION PLAN
ID4.07.1 B
ENLARGED SUITE - TYPE PR-HC- RCP
ID4.07.1C
ENLARGED SUITE -TYPE PR-HC-FLOOR FINISH PLAN
ID4.07.1D
ENLARGED SURE -TYPE PR-HC-REFERENCE PLAN
ID4.08.1
ENLARGED EMPLOYEE HOUSING - TYPE EM-1
I04,11.IA-RCP
Residence Club Reflected Celing Plan- Two Bedmom - RETIRED
104. It IA FP
Residence Club Finish Plan-Two Bedroom--RETIRED
I0414.1A-PC
Residence Club Power & Communications Plan - Two Bedmom - RETIRED
ID4.11.1A FF
Residence Club Fumiture Plan-- Two Bedroom-- RETIRED
IDA.05:0
ENLARGE RESIDENCE CLUB KITCHEN -TYPICAL
ID4.1.11
ENLARGE RESIDENCE CLUB BATHROOM - TYPICAL - RETIRED
ID4.09.0
ENLARGE RESIDENCE CLUB KITCHEN - TYPICAL
ID4.10.0
ENLARGE RESIDENCE CLUB KITCHEN - TYPICAL
ID4.11.1A
RESIDENCE CLUB -TYPE RC-2A - 2-BEDROOM -POWER AND COMMUNICATION
ID4.11.18
RESIDENCE CLUB - TYPE RC-2A - 2-BEDROOM - RCP
ID4.11.1C
RESIDENCE CLUB - TYPE RC-2A - 2-BEDROOM - FLOOR FINISH PLAN
ID4.11.1D
RESIDENCE CLUB -TYPE RC-2A - 2-BEDROOM - REFERENCE PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 21 of 52
7/30/2007 X = INCLUDED IN SET 0202BFourSeasonsVail-drawingLog.lds
H I L L G L A Z I E R
A 8 C H 9 T E C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID4.11.2A
RESIDENCE CLUB - TYPE RC-2B - 2-BEDROOM -POWER AND COMMUNICATION
ID4.11.28
RESIDENCE CLUB - TYPE RC-213 - 2-BEDROOM - RCP
ID4.11.2C
RESIDENCE CLUB - TYPE RC-28 - 2-BEDROOM - FLOOR FINISH PLAN
ID4.11.2D
RESIDENCE CLUB - TYPE RC-28 - 2-BEDROOM - REFERENCE PLAN
ID4.12.1A
RESIDENCE CLUB -TYPE RC-3A1 - 3-BEDROOM + MEDIA ROOM - POWER AND COMMUNICATION
1134.12.18
RESIDENCE CLUB - TYPE RC-3A1 - 3-BEDROOM + MEDIA ROOM - RCP
ID4.12.1C
RESIDENCE CLUB - TYPE RC-3A1 - 3-BEDROOM + MEDIA ROOM -FLOOR FINISH PLAN
ID4.12.1D
RESIDENCE CLUB -TYPE RC-3A1 - 3-BEDROOM + MEDIA ROOM - REFERENCE PLAN
ID4.12.2A
RESIDENCE CLUB - TYPE RC-3A2 - ACCESSIBLE 3-BEDROOM + MEDIA ROOM - POWER AND COMMUNICATION
ID4.12.28
RESIDENCE CLUB -TYPE RC-3A2 -ACCESSIBLE 3-BEDROOM + MEDIA ROOM -RCP
ID4.12.2C
RESIDENCE CLUB - TYPE RC-3A2 - ACCESSIBLE 3-BEDROOM + MEDIA ROOM - FLOOR FINISH PLAN
ID4.12.2D
RESIDENCE CLUB -TYPE RC-3A2 -ACCESSIBLE 3-BEDROOM + MEDIA ROOM - REFERENCE PLAN
ID4.12.3A
RESIDENCE CLUB- TYPE RC-3A2 -3-BEDROOM + MEDIA ROOM - FLOOR PLAN
ID4.12.38
RESIDENCE CLUB --TYPE RC-3A2 - 3-BEDROOM + MEDIA ROOM - RCP
ID4.12.3C
RESIDENCE CLUB- TYPE RC-3A2 -3-BEDROOM-+ MEDIA ROOM -FLOOR FINISH PLAN
1134:12:31)
RESIDENCE CLUB- TYPE RC-3A2.3-BEDROOM + MEDIA ROOM - REFERENCE PLAN
ID4.13.1A
RESIDENCE CLUB - TYPE RC-313 - 3-BEDROOM + MEDIA ROOM - POWER & COMMUNICATION PLAN
ID4.13.1 B
RESIDENCE CLUB - TYPE RC-38 - 3-BEDROOM + MEDIA ROOM - RCP
ID4.13.1C
RESIDENCE CLUB - TYPE RC-38 - 3-BEDROOM + MEDIA ROOM - FLOOR FINISH PLAN
ID4.13.1D
RESIDENCE CLUB - TYPE RC-313 - 3-BEDROOM + MEDIA ROOM - REFERENCE PLAN
ID4.13.2A
RESIDENCE CLUB - TYPE RC-3B2 - POWER & COMMUNICATION PLAN
1134.13.28
RESIDENCE CLUB - TYPE RC-3B2 - RCP
ID4.13.2C
RESIDENCE CLUB - TYPE RC-382 - FLOOR FINISH PLAN
ID4.13.2D
RESIDENCE CLUB -TYPE RC3132 - REFERENCE PLAN
ID4.14.1A
RESIDENCE CLUB -TYPE RC-4A1 -4-BEDROOM - FIRST LEVEL - POWER & COMMUNICATION PLAN
ID4.14.1B
RESIDENCE CLUB - TYPE RC4A1 - 4-BEDROOM - FIRST LEVEL - RCP
ID4.14.1C
RESIDENCE CLUB - TYPE RC4A1 - 4-BEDROOM - FIRST LEVEL - FLOOR FINISH PLAN
1134.14.11)
RESIDENCE CLUB -TYPE RC4A1 - 4-BEDROOM - FIRST LEVEL - REFERENCE PLAN
1134.14.2A
RESIDENCE CLUB -TYPE RC4A2 - 4-BEDROOM - SECOND LEVEL - POWER & COMMUNICATION PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 22 of 52
7/30/2007 X = INCLUDED IN SET 0202BFourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C it r C Y 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID4.14.28
RESIDENCE CLUB - TYPE RCAA2 - 4-BEDROOM - SECOND LEVEL - RCP
ID4.14.2C
RESIDENCE CLUB - TYPE RC-4A2 - 4-BEDROOM - SECOND LEVEL - FLOOR FINISH PLAN
ID4.14.2D
RESIDENCE CLUB - TYPE RC4A2 -4-BEDROOM - SECOND LEVEL - REFERENCE PLAN
ID4.15.1A
RESIDENCE CLUB - TYPE RC481 - 4-BEDROOM - FIRST LEVEL - POWER & COMMUNICATION PLAN
ID4.15.18
RESIDENCE CLUB - TYPE RC481 - 4-BEDROOM - FIRST LEVEL - RCP
ID4.15.1C
RESIDENCE CLUB - TYPE RC-4B1 - 4-BEDROOM - FIRST LEVEL - FLOOR FINISH PLAN
ID4.15.1 D
RESIDENCE CLUB - TYPE RC-4B1 - 4-BEDROOM - FIRST LEVEL - REFERENCE PLAN
ID4.15.2A
RESIDENCE CLUB - TYPE RC4132 - 4-BEDROOM - SECOND LEVEL - POWER & COMMUNICATION PLAN
ID4.15.2B
RESIDENCE CLUB - TYPE RC4132 - 4-BEDROOM -SECOND LEVEL - RCP
ID4.15.2C
RESIDENCE CLUB - TYPE RC-4B2 - 4-BEDROOM - SECOND LEVEL - FLOOR FINISH PLAN
ID4.15.2D
RESIDENCE CLUB -TYPE RC482 -4-BEDROOM - SECOND LEVEL - REFERENCE PLAN
ID4.16.1A
RESIDENCE CLUB - TYPE RC-4C1 - 4-BEDROOM - FIRST LEVEL - POWER & COMMUNICATION PLAN
ID4.16.1B
RESIDENCE CLUB - TYPE RC-0C1 - 4-BEDROOM - FIRST LEVEL - RCP
ID4.16AC
RESIDENCE CLUB - TYPE RC4C1 - 4-BEDROOM -FIRST LEVEL - FLOOR FINISH PLAN
ID4.16.11)
RESIDENCE CLUB - TYPE RC-4C1 - 4-BEDROOM - FIRST LEVEL - REFERENCE PLAN
ID4.16.2A
RESIDENCE CLUB - TYPE RC-4C2 - 4-BEDROOM - SECOND LEVEL - POWER & COMMUNICATION PLAN
ID4.16.2B
RESIDENCE CLUB - TYPE RC-4C2 - 4-BEDROOM - SECOND LEVEL - RCP
ID4.16.2C
RESIDENCE CLUB - TYPE RC4C2 - 4-BEDROOM - SECOND LEVEL - FLOOR FINISH PLAN
ID4.16.2D
RESIDENCE CLUB - TYPE RC-4C2 - 4-BEDROOM - SECOND LEVEL - REFERENCE PLAN
ID-4.21:1-RCA
Condo Reflected Celing Plan - Unit 1- RETIRED
ID4.21.1-FP
Condo Finish-Plan- Unit-1--RETIRED
ID-4.21A PC
Condo Power& Communications Plan- Unit 1--RETIRED
ID4.21.1 FF
Condo Furniture Plan- Unit 1- RETIRED
ID4.20.0
KITCHEN MODULES
ID4.21.0
ENLARGED BATHROOM
ID4.21.1
ENLARGED BATHROOM
ID4.21.1A
CONDO #1 - LEVEL-07 - POWER & COMMUNICATION PLAN
104.21.18
CONDO #1 - LEVEL-07 - RCP
ID4.21.1C
CONDO #1 - LEVEL-07 - FLOOR FINISH PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 23 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.lds
H I L L G L A Z I E R
A A C H I T E C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID4.21AD
CONDO #1-LEVEL-07-REFERENCE PLAN
ID4.21.2
ENLARGED BATHROOM
ID4.21.3
ENLARGED BATHROOM
ID4.21.4
ENLARGED BATHROOM
ID4.21.5
ENLARGED BATHROOM
ID4.21.6
ENLARGED BATHROOM
ID4.21.7
ENLARGED BATHROOM
ID4.21.8
ENLARGED BATHROOM
ID4.21.9
ENLARGED BATHROOM
ID4.22.0
ENLARGED BATHROOM
ID4.22.1A
CONDO #2 - LEVEL-07 - POWER AND COMMINICATION PLAN
ID4.22.1 B
CONDO #2 - LEVEL-07 - RCP
ID4.22.1C
CONDO #2 - LEVEL-07 - FLOOR FINISH PLAN
1134.22.11)
CONDO #2 - LEVEL-07 - REFERENCE PLAN
ID4.23.1A
CONDO #3 - LEVEL-07 - POWER AND COMMINICATION PLAN
ID4.23.18
CONDO #3 - LEVEL-07 - RCP
ID4.23.1C
CONDO #3 - LEVEL-07 - FLOOR FINISH PLAN
ID4.23.1D
CONDO #3 - LEVEL-07 - REFERENCE PLAN
ID4.24.1A
CONDO #4 - LEVEL-08 - POWER AND COMMINICATION PLAN
ID4.24.1B
CONDO #4 - LEVEL-08 - RCP
ID4.24.1C
CONDO #4 - LEVEL-08 - FLOOR FINISH PLAN
ID4.24.1D
CONDO #4 - LEVEL-08 - REFERENCE PLAN
ID4.25.1A
CONDO #5 - LEVEL-08 - POWER AND COMMINICATION PLAN
ID4.25.1 B
CONDO #5 - LEVEL-08 - RCP
ID4.25.1C
CONDO #5 - LEVEL-08 - FLOOR FINISH PLAN
ID4.25.1D
CONDO #5 - LEVEL-08 - REFERENCE PLAN
ID4.26.1A
CONDO #6 - LEVEL-08 - POWER AND COMMINICATION PLAN
ID4.26.1 B
CONDO #6 - LEVEL-08 - RCP
ID4.26.1C
CONDO #6 - LEVEL-08 - FLOOR FINISH PLAN
ID4.26.1 D
CONDO #6 - LEVEL-08 - REFERENCE PLAN
I134.27AA
CONDO #7 - LEVEL-08 - POWER AND COMMINICATION PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 24 of 52
7/30/2007 X = INCLUDED IN SET 02O28FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A 8 C 11 t T E C Y 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
104.27.18
CONDO 97 - LEVEL-08 - RCP
ID4.27.1C
CONDO #7 - LEVEL-08 - FLOOR FINISH PLAN
ID4.27.1D
CONDO #7 - LEVEL-08 - REFERENCE PLAN
ID4.28.1A
CONDO #8-LEVEL-09-POWER AND COMMINICATION PLAN
ID4.28.1 B
CONDO #8 - LEVEL-09 - RCP
ID4.28.1C
CONDO #8 - LEVEL-09 - FLOOR FINISH PLAN
ID4.28.10
CONDO #8-LEVEL-09-REFERENCE PLAN
ID4.29.1A
CONDO #9 - LEVEL-09 - POWER AND COMMINICATION PLAN
ID4.29.1B
CONDO #9-LEVEL-09-RCP
ID4.29.1C
CONDO #9 - LEVEL-09 - FLOOR FINISH PLAN
ID4.29.1D
CONDO #9-LEVEL-09-REFERENCE PLAN
ID4.30.1A
CONDO #10 - LEVEL-09 - POWER AND COMMINICATION PLAN
ID4.30.1B
CONDO #10 - LEVEL-09 - RCP
ID4.30.1C
CONDO #10 - LEVEL-09 - FLOOR FINISH PLAN
ID4.30.1D
CONDO #10 - LEVEL-09 - REFERENCE PLAN
ID4.31.1A
CONDO #11 - LEVEL-09 - POWER AND COMMINICATION PLAN
ID4.31.1B
CONDO #11 - LEVEL-09 - RCP
ID4.31.1C
CONDO #11 - LEVEL-09 - FLOOR FINISH PLAN
ID4.31.1D
CONDO #11-LEVEL-09-REFERENCE PLAN
ID4.32.1A
CONDO #12 - LEVEL-09 - POWER AND COMMINICATION PLAN
ID4.32.1 B
CONDO #12 - LEVEL-09 - RCP
ID4.32.1C
CONDO #12 - LEVEL-09 - FLOOR FINISH PLAN
ID4.32.1 D
CONDO #12 - LEVEL-09 - REFERENCE PLAN
ID4.33.1A
CONDO #13 - LEVEL-10 - POWER & COMMUNICATION PLAN
ID4.33.1 B
CONDO #13 - LEVEL-10 - RCP
ID4.33.1C
CONDO # 13- LEVEL-10 - FLOOR FINISH PLAN
1134.33.113
CONDO #13 - LEVEL-10 - REFERENCE PLAN
ID4.34.1A
CONDO #14 - LEVEL-10 - POWER & COMMUNICATION PLAN
ID4.34.1 B
CONDO # 14- LEVEL-10 - RCP
ID4.34.1C
CONDO #14 - LEVEL-10 - FLOOR FINISH PLAN
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 25 Of 52
7/3012007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A e C H I 'T C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID4.34.1D
CONDO #14 - LEVEL-10 - REFERENCE PLAN
ID4.35.1A
CONDO #15 - LEVEL-10 - POWER & COMMUNICATION PLAN
ID4.35.1B
CONDO #15 - LEVEL-10 - RCP
ID4.35.1C
CONDO #15 - LEVEL-10 -FLOOR FINISH PLAN
ID4.35.1D
CONDO #15-LEVEL-IO-REFERENCE PLAN
ID4.36.1A
CONDO #16 - LEVEL-10 - POWER & COMMUNICATION PLAN
ID4.36.1 B
CONDO #16 - LEVEL-10 - RCP
ID4.36.1C
CONDO #16 - LEVEL-10 - FLOOR FINISH PLAN
ID4.36.1D
CONDO #16-LEVEL-10-REFERENCE PLAN
ID4.05.0
ENLARGED ELEVATOR LOBBY PLANS
ID4.06.0
ENLARGED PUBLIC RESTROOMS
ID4.40.1
ENLARGED FLOOR PLAN- SPA
ID4.40.2
ENLARGED FLOOR PLAN- SPA
ID4.51.0
ENLARGED RESTROOMS - LEVEL-03 & 05
ID4.60.0
ENLARGED ELEVATOR LOBBY
ID5.1
LEVEL TWO - INTERIOR ELEVATIONS
ID5.2
LEVEL TWO - INTERIOR ELEVATIONS
ID5.3
LEVEL TWO - INTERIOR ELEVATIONS
ID5.4
LEVEL TWO - INTERIOR ELEVATIONS
ID5.5
LEVEL TWO - INTERIOR ELEVATIONS
ID5.6
LEVEL TWO - INTERIOR ELEVATIONS
ID5.7
LEVEL TWO - INTERIOR ELEVATIONS
ID5:8
Public Area Interior Elevations
ID5.9
Public Area Interior Elevations
ID5.10
LEVEL THREE - INTERIOR ELEVATIONS
ID5.11
LEVEL THREE - INTERIOR ELEVATIONS
ID5.12
LEVEL THREE - INTERIOR ELEVATIONS
ID5.13
LEVEL THREE - INTERIOR ELEVATIONS
ID5.14
LEVEL THREE - INTERIOR ELEVATIONS
ID5.15
LEVEL FIVE - INTERIOR ELEVATIONS
ID5.16
LEVEL FIVE - INTERIOR ELEVATIONS
ID5.17
LEVEL FIVE - INTERIOR ELEVATIONS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED I NOT A PART OF SET 26 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A a C N i 'T E C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID5.18
INTERIOR ELEVATIONS
ID5.19
INTERIOR ELEVATIONS
ID5.20
Public Area Interior Elevations
ID5.21
Public Area Interior Elevations
ID5.22
Public Area Interior Elevations
ID5:23
Public Area Interior Elevations
ID5.24
Public Area Interior Elevations
ID5425
Public Area Interior Elevations
ID5.26
Public Area Interior Elevations
ID5.27
PublicArea-InteriorElevations
ID5.28
Public Area Interior Elevations
ID5:29
Public Area Interior Elevations
ID5.30
ELEVATOR. CABIN DETAILS
105.50
TYPE Kt -TYPICAL KING - INTERIOR ELEVATIONS
ID5.51
TYPICAL GLIESTROOM I CORRIDOR - INTERIOR ELEVATIONS
ID5.52
ADA BATHROOM - INTERIOR ELEVATIONS
ID-5,61
Interior Elevations -Residence Club bathroom - RETIRED
ID-5:62
Interior Elevations - Residence Club bathroom - RETIRED
ID-5.80
IntedorE/evations --Gonda Kitchen -RETIRED
ID-5.81
Interior Elevations - Typical Condo Bathrooms- RETIRED
ID-5:82
Interior Elevations--Typical Condo Bathrooms-RETIRED
ID-5.83
Interior Elevations- Typical Condo Bathrooms- RETIRED
ID5.100
ES-1 - INTERIOR ELEVATIONS
ID5.101
ES-1 - INTERIOR ELEVATIONS
ID5.102
ES-3 - INTERIOR ELEVATIONS
ID5.103
ES-3 - INTERIOR ELEVATIONS
ID5.104
2KK-HC - INTERIOR ELEVATIONS
ID5.105
2KK-HC - INTERIOR ELEVATIONS
ID5.106 2
KK-HC - INTERIOR ELEVATIONS
ID5.107 2
K-QQ - INTERIOR ELEVATIONS
ID5.108 2
K-QQ - INTERIOR ELEVATIONS
ID5A09
PR-HC - INTERIOR ELEVATIONS
ID5.110 P
R-HC - INTERIOR ELEVATIONS
ID5.111 P
R-HC - INTERIOR ELEVATIONS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 27 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C H; T[ C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID5.112
PR-HC -INTERIOR ELEVATIONS
ID5.113
PR-HC - INTERIOR ELEVATIONS
1135.114
1K1 -INTERIOR ELEVATIONS
ID5.115
ES-2 - INTERIOR ELEVATIONS
ID5.116
1K-2 - INTERIOR ELEVATIONS
ID5.117
1 K-2 -INTERIOR ELEVATIONS
ID5.118
1K1-HC - INTERIOR ELEVATIONS
ID5.200
RC-2A - INTERIOR ELEVATIONS
ID5.200A
RC-2A - INTERIOR ELEVATIONS
ID5.201
RC-2B -INTERIOR ELEVATIONS
ID5.202
RC-3A1 - INTERIOR ELEVATIONS
ID5.203
RC-3A1 - INTERIOR ELEVATIONS
1135.204
RC-3A2- INTERIOR ELEVATIONS
ID5.205
RC3132 - INTERIOR ELEVATIONS
105.206
RC-382 - INTERIOR ELEVATIONS
ID5.207
RC4A1 - INTERIOR ELEVATIONS
ID5.208
RC-4A2 - INTERIOR ELEVATIONS
ID5.209
RC4A2 - INTERIOR ELEVATIONS
ID5.210
RC4B1 - INTERIOR ELEVATIONS
ID5.211
RC482 -INTERIOR ELEVATIONS
ID5.212
RC4B2 - INTERIOR ELEVATIONS
ID5.213
RC4C1- INTERIOR ELEVATIONS
ID5.214
RC4C2- INTERIOR ELEVATIONS
ID5.215
RC4C2- INTERIOR ELEVATIONS
ID5.216
TYPICAL KITCHEN - INTERIOR ELEVATIONS
ID5.300
C1, C9 & C9 - INTERIOR ELEVATIONS
105.301
C1, C9 & C9 - INTERIOR ELEVATIONS
1135.302
C1, C9 & C9 - INTERIOR ELEVATIONS
ID5.303
C1, C9 & C9 - INTERIOR ELEVATIONS
ID5.304
C1, C9 & C9 - INTERIOR ELEVATIONS
ID5.305
C1, C9 & C9 - INTERIOR ELEVATIONS
ID5.306
C2, C5 & C10 - INTERIOR ELEVATIONS
ID5.307
C2, C5 & C10 - INTERIOR ELEVATIONS
ID5.308
C2, C5 & C10 - INTERIOR ELEVATIONS
1ID5.309
C3, C6 & C11 -INTERIOR ELEVATIONS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 28 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonSVall-drawingLog.)dS
H I L L G L A Z I E R
A R C N 1 Y C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID5.310
C3, C6 & Ct I - INTERIOR ELEVATIONS
ID5.311
C7 - INTERIOR ELEVATIONS
ID5.312
C7 - INTERIOR ELEVATIONS
ID5.313
C7 - INTERIOR ELEVATIONS
ID5.314
C8 - INTERIOR ELEVATIONS
ID5.315
C8 - INTERIOR ELEVATIONS
ID5.316
CS - INTERIOR ELEVATIONS
ID5.317
C12 -INTERIOR ELEVATIONS
ID5.318
C12 - INTERIOR ELEVATIONS
ID5.319
C12 -INTERIOR ELEVATIONS
ID5.320
C12 - INTERIOR ELEVATIONS
ID5.321
C12 - INTERIOR ELEVATIONS
ID5.322
Condo Unit Interior Elevations
ID5.323
Condo Unit Interior Elevations
ID5.325
Condo Unit Interior Elevations
ID5.326
Condo Unit Interior Elevations
ID5.327
Condo Unit Interior Elevations
ID5.328
Condo Unit Interior Elevations
ID5.329
Condo Unit Interior Elevations
105.331
C13 - INTERIOR ELEVATIONS
ID5.332
C13 - INTERIOR ELEVATIONS
ID5.333
C14 - INTERIOR ELEVATIONS
ID5.335
C14 - INTERIOR ELEVATIONS
ID5.337
C15 -INTERIOR ELEVATIONS
ID5.338
C15 -INTERIOR ELEVATIONS
ID5.339
C15 -INTERIOR ELEVATIONS
1135.340
C15 - INTERIOR ELEVATIONS
ID5.342
C16 - INTERIOR ELEVATIONS
ID5.343
C16 - INTERIOR ELEVATIONS
ID5.344
C16 - INTERIOR ELEVATIONS
ID5.350
BATHROOM - INTERIOR ELEVATIONS
ID5.351
BATHROOM - INTERIOR ELEVATIONS
1135.352
BATHROOM - INTERIOR ELEVATIONS
ID5.330
C1; C4; & C9 INTERIOR ELEVATIONS
ID5.331
Ct, C4, & C9 INTERIOR ELEVATIONS
I I
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 29 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A E C It I T p C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID-9.1.1
Interior Details - Floor
ID-9.2.1
Interior Details -Wall
ID-9.3.1
Interior Details - Millwork
ID9-01
INTERIOR DETAILS
ID9-02
INTERIOR DETAILS
ID9-03
INTERIOR DETAILS
ID9-04
INTERIOR DETAILS
ID9-05
INTERIOR DETAILS
ID9-06
INTERIOR DETAILS
ID9-07
INTERIOR DETAILS
ID9.08
INTERIOR DETAILS
ID9.09
INTERIOR DETAILS
ID9-10
INTERIOR DETAILS
ID9-11
INTERIOR DETAILS
ID9-12
INTERIOR DETAILS
ID9-13
INTERIOR DETAILS
ID9-14
INTERIOR DETAILS
I0,9-15
INTERIOR DETAILS
ID9-16
INTERIOR DETAILS
ID9-17
INTERIOR DETAILS
ID9-18
INTERIOR DETAILS
ID9.19
INTERIOR DETAILS
ID9-20
INTERIOR DETAILS
ID9-21
INTERIOR DETAILS
ID9-22
INTERIOR DETAILS
ID9-23
INTERIOR DETAILS
ID9-24
INTERIOR DETAILS
ID9-25
INTERIOR DETAILS
1139-26
INTERIOR DETAILS
ID9.29 I
NTERIOR DETAILS
1139.30 I
NTERIOR DETAILS
ID9-31 I
NTERIOR DETAILS
ID9-32 I
NTERIOR DETAILS
ID9-33 I
NTERIOR DETAILS
11139-34 I
NTERIOR DETAILS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 30 of 52
7/30/2007 X = INCLUDED IN SET 0202BFourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C If I T x C r s
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
ID9-35
INTERIOR DETAILS
ID9.36
INTERIOR. DETAILS
ID9-37
INTERIOR DETAILS
ID9-38
INTERIOR DETAILS
1139-39
INTERIOR DETAILS
ID9.40
INTERIOR DETAILS
ID941
INTERIOR DETAILS
ID942
INTERIOR DETAILS
ID943
INTERIOR DETAILS
ID944
INTERIOR DETAILS
ID9-45
INTERIOR DETAILS
ID946
INTERIOR DETAILS
ID9-47
INTERIOR DETAILS
ID948
INTERIOR DETAILS
ID9-49
INTERIOR DETAILS
1D9.50
INTERIOR DETAILS
1139-51
INTERIOR DETAILS
ID9-52
INTERIOR DETAILS
ID9-53
INTERIOR DETAILS
I139-54
INTERIOR DETAILS
ID955
INTERIOR DETAILS
ID9-56
INTERIORDETAILS
ID957
INTERIOR DETAILS
ID9-58
INTERIOR DETAILS
ID959
INTERIOR DETAILS
ID950
INTERIOR DETAILS
ID9-61
INTERIOR DETAILS
ID952
INTERIOR DETAILS
1139.63
INTERIOR DETAILS
1139-65
INTERIOR DETAILS
ID956
INTERIOR DETAILS
ID957
INTERIOR DETAILS
ID95B
INTERIOR DETAILS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. =NOT INCLUDED I NOT APART OF SET 31 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A a C N 1 7£ C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
MW.01
Model Room: Legends, Schedules, Abbrev. & Project Data
MI-2,01
Model Room: Floor, Power & Data Plan & Reflected Ceiling Plan
MI-3:01
Model Room: Finihs Plan - Furniture & Accessories Plan
MI.6.01
Model Room: Interior Elevations
MI-6.02
Model Room: Interior Elevations
MI-7I01
Model Room: Interior Details
MI-7:02
Model Room, Misc. Details
MI-7:03
Model Room: -Door Types & Misc.-Details
LIGHTING
LT2.1
SPA TREATMENT ROOMS
LT2.2
SPA LOCKER ROOM
LT2.3
SPA RECEPTION
LT2.4
SPA FITNESS
LTC2.1
SPA TREATMENT ROOMS - CONTROL
LTC2.2
SPA LOCKER ROOM - CONTROL
LTC2.3
SPA RECEPTION -CONTROL
LTC2.4
SPA FITNESS - CONTROL
LT3.1
RESTAURANT
LT3.2
MEETING ROOM / PREFUNCTION
LT3.3
BALLROOM
LT3.4
BALLROOM
LTC3.1
RESTAURANT CONTROLS
LTC3.2
MEETING ROOM / PREFUNCTION CONTROLS
LTC3.3
BALLROOM CONTROLS
LTC3.4
BALLROOM CONTROLS
LT5.1
LOBBY LIGHTING
LT5.2
LOBBY RECEPTION
LT5.3
LOBBY GALLERY
LTC5.1
LOBBY LIGHTING CONTROLS
LTC5.2
LOBBY RECEPTION CONTROLS
LTC5.3
LOBBY GALLERY CONTROLS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 32 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.As
H I L L G L A Z I E R
A R C if 1 T E C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
LT4.01.1
ENLARGED GUESTROOM K1
LT4.01.2
ENLARGED GUESTROOM K2
LT4.01.3
ENLARGED GUESTROOM K3
LT4.01.4
ENLARGED GUESTROOM K4
LT4.02.1
ENLARGED GUESTROOM QQ1
LT4.03.0
ACCESSIBLE BATHROOM
LT4.04.1A
ENLARGED EXECUTIVE SUITE ES-1
LT4.04.2
ENLARGED EXECUTIVE SUITE ES-2
LT4.04.3
ENLARGED EXECUTIVE SURE ES-3
LT4.04.4
ENLARGED EXECUTIVE SUITE ES-HC
LT4.05.1A
ENLARGED ONE BEDROOM 1K-1
LT4.05.2
ENLARGED ONE BEDROOM 1K-2
LT4.05.3
ENLARGED ONE BEDROOM 1K-HC
LT4.06
ENLARGED TWO BEDROOM SURE 2KK-HC
LT4.06A
ENLARGED TWO BEDROOM SURE 2KQQ
LT4.07
ENLARGED PRESIDENTIAL SUITE - PR-HC
LT4.11
ENLARGED RESIDENCE CLUB - RC-2A & RC-2B
LT4.12
ENLARGED RESIDENCE CLUB - RC-3A1 & RC-3A2
LT4.13
ENLARGED RESIDENCE CLUB - RC-3B & RC-3B2
LT4.14.1A
ENLARGED RESIDENCE CLUB - RC-4A1
LT4.14.2A
ENLARGED RESIDENCE CLUB - RC-4A2
LT4.15.1A
ENLARGED RESIDENCE CLUB - RC-4131
LT4.15.2A
ENLARGED RESIDENCE CLUB - RC-462
LT4.16.1A
ENLARGED RESIDENCE CLUB - RC4C1
LT4.16.2A
ENLARGED RESIDENCE CLUB - RC-4C2
LT4.21
CONDO NUMBER 1
LT4.22
CONDO NUMBER 2, 5,& 10
LT4.23
CONDO NUMBER 3 & 6
LT4.24.1
CONDO NUMBER 4
LT4.27
CONDO NUMBER 7
LT4.28
CONDO NUMBER 8
LT4.29
CONDO NUMBER 9
LT4.31.1
CONDO NUMBER 11
LT4.32.1
CONDO NUMBER 12
1 LT4.33
CONDO NUMBER 13
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 33 of 52
7/30/2007 X = INCLUDED IN SET 02O28FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C U S T L C T S
Seasons Vail. Colorado - nrawina Loa
Sheet No.
Description
LT4.34
CONDO NUMBER 14
LT4.35
CONDO NUMBER 15
LT4.36
CONDO NUMBER 16
LT3.03.1
LEVEL 3, AREA 1 GUESTROOM CORRIDOR
LT3.03.3
LEVEL 3, AREA 3A & 38 GUESTROOM CORRIDOR
LT3.04.1
LEVEL 4, AREA 1 GUESTROOM CORRIDOR
LT3.04.3
LEVEL 3, AREA 3A & 38 GUESTROOM CORRIDOR
LT3.05.1
LEVEL 5, AREA 1 GUESTROOM CORRIDOR
LT3.05.2
LEVEL 5, AREA 2 GUESTROOM CORRIDOR
LT3.05.3
LEVEL 5, AREA 3 GUESTROOM CORRIDOR
LT3.06.1
LEVEL 6, AREA 1 GUESTROOM CORRIDOR
LT3.06.2
LEVEL 6, AREA 2 GUESTROOM CORRIDOR
LT3.06.3
LEVEL 6, AREA 3A & 3B GUESTROOM CORRIDOR
LT3.07.1
LEVEL 7, AREA 1 GUESTROOM CORRIDOR
LT3.07.2
LEVEL 7, AREA 2 GUESTROOM CORRIDOR
LT3.07.3
LEVEL 7, AREA 3 GUESTROOM CORRIDOR
LT3.08.1
LEVEL 8, AREA 1 GUESTROOM CORRIDOR
LT3.08.2
LEVEL 8, AREA 2 GUESTROOM CORRIDOR
LT3.08.3
LEVEL 8, AREA 3 GUESTROOM CORRIDOR
LT3.09.1
LEVEL 9, AREA 1 GUESTROOM CORRIDOR
LT3.10.1
LEVEL 10, AREA 1 GUESTROOM CORRIDOR
LTCEA
SITE LIGHTING & CONTROL PLAN
MECHANICAL
M0.00
MECHANICAL DRAWING LIST, LEGEND, AND ABBREVIATIONS
M2.01
MECHANICAL - LEVEL 1 - HVAC OVERALL
M2.02
MECHANICAL - LEVEL 2 - HVAC OVERALL
M2.03
MECHANICAL - LEVEL 3 - HVAC OVERALL
M2.04
MECHANICAL - LEVEL 4 - HVAC OVERALL
M2.05
MECHANICAL - LEVEL 5 - HVAC OVERALL
M2.06
MECHANICAL - LEVEL 6 - HVAC OVERALL
M2.07
MECHANICAL - LEVEL 7 - HVAC OVERALL
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED I NOT A PART OF SET 34 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A B C It I T C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
M2.08
MECHANICAL - LEVEL 8 - HVAC OVERALL
M2.09
MECHANICAL - LEVEL 9 - HVAC OVERALL
M2.10
MECHANICAL - LEVEL 10 - HVAC OVERALL
M2.11
MECHANICAL - ROOF LEVEL - HVAC OVERALL
M2.01.1
LEVEL-01, AREA-1 - HVAC
M2.01.2
LEVEL-01, AREA-2 - HVAC
M2.01.3
LEVEL-01, AREA-3A & 3B - HVAC
M2.02.1
LEVEL-02, AREA-1 -HVAC
M2.02.2
LEVEL-02, AREA-2 -HVAC
M2.02.3
LEVEL-02, AREA-3A & 313 - HVAC
M2.02.4
LEVEL-02, AREA4 -HVAC
M2.03.1
LEVEL-03, AREA-1 -HVAC
M2.03.2
LEVEL-03, AREA-2 - HVAC
M2.03.3
LEVEL-03, AREA-3A 8 38 -HVAC
M2.03.4
LEVEL-03, AREA4 - HVAC
M2.04.1
LEVEL-04, AREA-1 - HVAC
M2.04.2
LEVEL-04, AREA-2 - HVAC
M2.04.3
LEVEL-04, AREA-3A & 38 - HVAC
M2.05.1
LEVEL-05, AREA-1 - HVAC
M2.05.2
LEVEL-05, AREA-2 -HVAC
M2.05.3
LEVEL-05, AREA-3A & 38 - HVAC
M2.06.1
LEVEL-06, AREA-1 -HVAC
M2.06.2
LEVEL-06, AREA-2 - HVAC
M2.06.3
LEVEL-06, AREA-3A & 3B - HVAC
M2.07.1
LEVEL-07, AREA-1 -HVAC
M2.07.2
LEVEL-07, AREA-2 -HVAC
M2.07.3
LEVEL-07, AREA-3A & 3B - HVAC
M2.08.1
LEVEL-08.AREA-1 -HVAC
IM2.08.2
LEVEL-08, AREA-2 -HVAC
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 35 of 52
7130/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.As
H I L L G L A Z I E R
A R C H i 7 C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
M2.08.3
LEVEL-08, AREA-3A & 3B - HVAC
M2.09.1
LEVEL-09, AREA-1 -HVAC
M2.09.2
LEVEL-09. AREA-2 -HVAC
M2.09.3
LEVEL-09, AREA-3A & 3B - HVAC
M2.10.1
LEVEL-10, AREA-1 -HVAC
M2.10.2
LEVEL-10, AREA-2 -HVAC
M2.11.1
ROOF LEVEL, AREA-1 - HVAC
M3.01
MECHANICAL - LEVEL 1 - HVAC PIPING OVERALL
M3.02
MECHANICAL - LEVEL 2 - HVAC PIPING OVERALL
M3.03
MECHANICAL - LEVEL 3 - HVAC PIPING OVERALL
M3.04
MECHANICAL - LEVEL 4 - HVAC PIPING OVERALL
M3.05
MECHANICAL - LEVEL 5 - HVAC PIPING OVERALL
M3.06
MECHANICAL - LEVEL 6 - HVAC PIPING OVERALL
M3.07
MECHANICAL - LEVEL 7 - HVAC PIPING OVERALL
M3.08
MECHANICAL - LEVEL 8 - HVAC PIPING OVERALL
M3.09
MECHANICAL - LEVEL 9 - HVAC PIPING OVERALL
M3.10
MECHANICAL - LEVEL 10 - HVAC PIPING OVERALL
M3.01.1
LEVEL-01, AREA-1 - HVAC-PIPING
M3.01.2
LEVEL-01, AREA-2 - HVAC-PIPING
M3.01.3
LEVEL-01, AREA-3A & 3B - HVAC-PIPING
M3.02.1
LEVEL-02, AREA-1 - HVAC-PIPING
M3.02.2
LEVEL-02, AREA-2 - HVAC-PIPING
M3.02.3
LEVEL-02, AREA-3A & 313 - HVAC-PIPING
M3.02.4
LEVEL-02, AREA-4 - HVAC-PIPING
M3.03.1
LEVEL-03, AREA-1 - HVAC-PIPING
M3.03.2
LEVEL-03, AREA-2 - HVAC-PIPING
M3.03.3
LEVEL-03, AREA-3A & 313 - HVAC-PIPING
M3.03.4
LEVEL-03, AREA4 - HVAC-PIPING
IM3.04.1
LEVEL-04, AREA-1 - HVAC-PIPING
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 36 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C 1! 1 7 C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
M3.04.2
LEVEL-04, AREA-2 - HVAC-PIPING
M3.04.3
LEVEL-04, AREA-3A & 3B - HVAC-PIPING
M3.05.1
LEVEL-05, AREA-1 - HVAC-PIPING
M3.05.2
LEVEL-05, AREA-2 - HVACPIPING
M3.05.3
LEVEL-05, AREA-3A & 3B - HVAC-PIPING
M3.06.1
LEVEL-06, AREA-1 - HVAC-PIPING
M3.06.2
LEVEL-06, AREA-2 - HVAC-PIPING
M3.06.3
LEVEL-06, AREA-3A & 3B - HVAC-PIPING
M3.07.1
LEVEL-07, AREA-1 - HVAC-PIPING
M3.07.2
LEVEL-07, AREA-2 - HVAC-PIPING
M3.07.3
LEVEL-07, AREA-3A & 3B - HVAC-PIPING
M3.08.1
LEVEL-08, AREA-1 - HVAC-PIPING
M3.08.2
LEVEL-08, AREA-2 - HVAC-PIPING
M3.08.3
LEVEL-08, AREA-3A & 3B - HVAC PIPING
M3.09.1
LEVEL-09, AREA-1 - HVAC-PIPING
M3.09.2
LEVEL-09, AREA-2 - HVAC-PIPING
M3.09.3
LEVEL-09, AREA-3A & 3B - HVAC-PIPING
M3.10.1
LEVEL-10, AREA-1 - HVAC-PIPING
M3.10.2
LEVEL-10, AREA-2 - HVAC-PIPING
M3:11
MECHANICAL- ROOF LEVEL- HVAC PIPING OVERALL- RETIRED
M3:11:4
ROOF LEVEL, AREA-I-HVAC-PIPING-RETIRED
M4.01
LEVEL-01 -MECHANICAL ROOM
M4.02
LEVEL-02 - MECHANICAL ROOMS
M4.03
LEVEL-02 - MECHANICAL ROOMS
M4.04
LEVEL-04 - MECHANICAL ROOMS
M4.05
LEVEL-06 - MECHANICAL ROOMS
M4.06
LEVEL-09 - MECHANICAL ROOMS
M5.01
MECHANICAL - CHILLED WATER FLOW DIAGRAM (SHEET 1 OF 2)
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED I NOT A PART OF SET 37 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonSVail-drawingLog.)ds
H I L L G L A Z I E R
A R C 11 1 Y C C T 5
Four Seasons Vail, Colorado - Drawing Log
No.
7/30/2007
M5.02
MECHANICAL - CHILLED WATER FLOW DIAGRAM (SHEET 2 OF 2)
M5.03
MECHANICAL - HEATING WATER FLOW DIAGRAM (SHEET 1 OF 3)
M5.04
MECHANICAL - HEATING WATER FLOW DIAGRAM (SHEET 2 OF 3)
M5.05
MECHANICAL - HEATING WATER FLOW DIAGRAM (SHEET 3 OF 3)
M5.06
MECHANICAL - PLUMBING FLOW DIAGRAM
M5.07
MECHANICAL - FIRE PROTECTION - RISER DIAGRAM
M5.09
MECHANICAL PLUMBING RISER DIAGRAMS (SHEET 1 OF 2)
M5.10
MECHANICAL PLUMBING RISER DIAGRAMS (SHEET 2 OF 2)
M5.11
MECHANICAL - GAS RISER DIAGRAM
M5.12
MECHANICAL -AIR HANDLING UNIT - RISER DIAGRAM
M5.13
MECHANICAL - EXHAUST AIR - RISER DIAGRAM
M5.14
MECHANICAL - SNOW MELTING ZONING DIAGRAM
M5.15
MECHANICAL - SNOW MELTING ZONING DIAGRAM
M5.21
MECHANICAL - CONTROL DIAGRAMS (SHEET 1 OF 2)
M5.22
MECHANICAL - CONTROL DIAGRAMS (SHEET 2 OF 2)
M5.23
MECHANICAL - METERING RISER DIAGRAM
M5.24
MECHANICAL - CHILLED WATER FLOW DIAGRAM (3 OF 3)
M6.01
MECHANICAL - DETAILS (SHEET 1 OF 3)
M5.03
MECHANICAL - DETAILS (SHEET 30F 3)
M7.01
MECHANICAL - MECHANICAL SCHEDULES (SHEET 1 OF 3)
M7.02
MECHANICAL - MECHANICAL SCHEDULES (SHEET 2 OF 3)
17.03
MECHANICAL - MECHANICAL SCHEDULES (SHEET 3 OF 3)
M7.04
1
MECHANICAL -COMPLIANCE CERTIFICATE
M7.05
MECHANICAL - REQUIREMENTS - DESCRIPTION
M8.01
MECHANICAL -TYPICAL GUESTROOM LAYOUT
M8.02
MECHANICAL - ENLARGED GUESTROOM, TYPE K1 & K2
M8.03
MECHANICAL - ENLARGED GUESTROOM, TYPE K3 & K4
M8.04
MECHANICAL - ENLARGED GUESTROOM, TYPE QQ11) & QQ1-HC
M8.05
MECHANICAL - ENLARGED ACCESIBLE GUESTROOM & EXEC. SUITE, TYPE QQ1-RS & ES-1
M8.06
MECHANICAL - ENLARGED EXECUTIVE SUITE, TYPE ES-2 & ES-3
M8.07
MECHANICAL - ENLARGED EXECUTIVE SUITE & TYPICAL KING SUITE, TYPE ES-HC & 1 K-2
M8:08
MECHANICAL -ENLARGED GUESTROOM. TYPE-1K-1. TYPICAL KING
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 38 of 52
X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
t
f
i
H I L L. G L A Z I E R
Art C M I* I C T s
Seasons Vail. Colorado - Drawing Lon
Sheet No.
Description
M8.09
MECHANICAL - ENLARGED ACCESSIBLE GUESTROOM, TYPE 1K-HC, TYPICAL KING
MM2.01
MECHANICAL - MODEL ROOM
PLUMBING
P2.01.1
LEVEL-01, AREA-1 - PLUMBING AND DRAINAGE
P2.01.2
LEVEL-01, AREA-2 - PLUMBING AND DRAINAGE
P2.01.3
LEVEL-01, AREA-3A & 3B - PLUMBING AND DRAINAGE
P2.01.4
LEVEL-01, AREA-4 - PLUMBING AND DRAINAGE
P2.02.1
LEVEL-02, AREA-1 - PLUMBING AND DRAINAGE
P2.02.2
LEVEL-02, AREA-2 - PLUMBING AND DRAINAGE
P2.02.3
LEVEL-02, AREA-3A & 3B - PLUMBING AND DRAINAGE
P2.02.4
LEVEL-02, AREA-4 - PLUMBING AND DRAINAGE
P2.03.1
LEVEL-03, AREA-1 - PLUMBING AND DRAINAGE
P2.03.2
LEVEL-03, AREA-2 - PLUMBING AND DRAINAGE
P2.03.3
LEVEL-03, AREA-3A & 3B - PLUMBING AND DRAINAGE
P2.03.4
LEVEL-03, AREA-0 - PLUMBING AND DRAINAGE
P2.04.1
LEVEL-04, AREA-1 -PLUMBING AND DRAINAGE
P2.04.2
LEVEL-04, AREA-2 - PLUMBING AND DRAINAGE
P2.04.3
LEVEL-04, AREA-3A & 3B - PLUMBING AND DRAINAGE
P2.05.1
LEVEL-05, AREA-1 - PLUMBING AND DRAINAGE
P2.05.2
LEVEL-05, AREA-2 - PLUMBING AND DRAINAGE
P2.05.3
LEVEL-05, AREA-3A & 3B - PLUMBING AND DRAINAGE
P2.06.1 L
EVEL-06, AREA-1 - PLUMBING AND DRAINAGE
P2.06.2 L
EVEL-06, AREA-2 - PLUMBING AND DRAINAGE
P2.06.3 L
EVEL-06, AREA-3A & 3B - PLUMBING AND DRAINAGE
P2.07.1 L
EVEL-07, AREA-1 - PLUMBING AND DRAINAGE
P2.07.2 L
EVEL-07, AREA-2 - PLUMBING AND DRAINAGE
I P2.07.3 L
EVEL-07, AREA-3A & 3B - PLUMBING AND DRAINAGE
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 39 of 52
7130/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C H S T F C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
P2.08.1
LEVEL-08, AREA-1 - PLUMBING AND DRAINAGE
P2.08.2
LEVEL-08. AREA-2 - PLUMBING AND DRAINAGE
P2.08.3
LEVEL-08, AREA-3A & 3B - PLUMBING AND DRAINAGE
P2.09.1
LEVEL-09, AREA-1 - PLUMBING AND DRAINAGE
P2.09.2
LEVEL-09, AREA-2 - PLUMBING AND DRAINAGE
P2.09.3
LEVEL-09, AREA-3A & 3B - PLUMBING AND DRAINAGE
P2.10.1
LEVEL-10, AREA-1 - PLUMBING AND DRAINAGE
P2.10.2
LEVEL-10, AREA-2 - PLUMBING AND DRAINAGE
P2.11.1
ROOF LEVEL, AREA-1 -PLUMBING AND DRAINAGE
P3.01
LEVEL-3, AREA-1 -AREA PLAN KITCHEN - PLUMBING FOODSERVICE
P3.02
LEVEL-3, AREA-1 -AREA PLAN KITCHEN - PLUMBING FOODSERVICE
P3.03
LEVEL-5, AREA-1 -AREA PLAN KITCHEN - PLUMBING FOODSERVICE
P3.04
LEVEL-2, AREA-3A-AREA PLAN KITCHEN - PLUMBING FOODSERVICE
P3.05
LEVEL-3, AREA-1- LAUNDRY LAYOUT - PLUMBING
FIRE PROTECTION
SP2.01.1
LEVEL-01, AREA-1 - FIRE PROTECTION
SP2.01.2
LEVEL-01, AREA-2 - FIRE PROTECTION
SP2.01.3
LEVEL-01, AREA-3A & 3B - FIRE PROTECTION
SP2.02.1
LEVEL-02, AREA-1 - FIRE PROTECTION
SP2.02.2
LEVEL-02, AREA-2 - FIRE PROTECTION
SP2.02.3
LEVEL-02, AREA-3A & 3B - FIRE PROTECTION
SP2-02,4
LEVEL-02, AREA-0 - FIRE PROTECTION
SP2.03.1
LEVEL-03, AREA-1 - FIRE PROTECTION
SP2.03.2
LEVEL-03, AREA-2 - FIRE PROTECTION
SP2.03.3
LEVEL-03, AREA-3A & 3B -FIRE PROTECTION
SP2.03:4
LEVEL-03, AREA-4 -FIRE PROTECTION - RETIRED
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 40 Of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.tds
H I L L G L A Z I E R
A N C H I I C C T 5
Four Seasons Vail. Colorado - Drawina Loa
Sheet No.
Description
SP2.04.1
LEVEL-04, AREA-1 - FIRE PROTECTION
SP2.04.2
LEVEL-04, AREA-2 - FIRE PROTECTION
SP2.04.3
LEVEL-04, AREA-3A & 3B - FIRE PROTECTION
SP2.05.1
LEVEL-05, AREA-1 - FIRE PROTECTION
SP2.05.2
LEVEL405, AREA-2
-
FIRE PROTECTION
SP2.05.3
-
-
LEVEL-05, AREA-3A & 3B - FIRE PROTECTION
SP2.06.1
LEVEL-06, AREA-1 - FIRE PROTECTION
SP2.06.2
LEVEL-06, AREA-2 - FIRE PROTECTION
SP2.06.3
LEVEL-06, AREA-3A & 313 - FIRE PROTECTION
SP2.07.1
LEVEL-07, AREA-1 - FIRE PROTECTION
SP2.07.2
LEVEL-07, AREA-2 - FIRE PROTECTION
SP2.07.3
LEVEL-07, AREA-3A & 3B - FIRE PROTECTION
SP2.08.1
LEVEL-08, AREA-1 - FIRE PROTECTION
SP2.06.2
LEVEL-08, AREA-2 - FIRE PROTECTION
SP2.08.3
LEVEL-08, AREA-3A & 3B - FIRE PROTECTION
SP2.Og.1
LEVEL-09, AREA-1 - FIRE PROTECTION
SP2.09.2
LEVEL-09, AREA-2 - FIRE PROTECTION
SP2.09.3
LEVEL-09, AREA-3A & 3B - FIRE PROTECTION
SP2.10.1
LEVEL-10, AREA-1 - FIRE PROTECTION
SP2.10:2
LEVEL-10 AREA-2-FIRE PROTECTION --RETIRED
SP2.11.1
LEVEL-11, AREA-1- ROOF PLAN - FIRE PROTECTION - RETIRED
TOV-01
LEVEL-01 TOLEVEL-04-PRESSURIZATION OVERALL
TOV-02
LEVEL-05 TO LEVEL-08 - PRESSURIZATION OVERALL
TOV-03
LEVEL-09 TO LEVEL-ROOF - PRESSURIZATION OVERALL
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 41 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C H S 't € C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
E1.00
SITE PLAN - ELECTRICAL
E2.01
LEVEL-01 - OVERALL PLAN - POWER & SIGNAL
E2.02
LEVEL-02 - OVERALL PLAN - POWER & SIGNAL
E2.03
LEVEL-03 - OVERALL PLAN - POWER & SIGNAL
E2.04
LEVEL-04 - OVERALL PLAN - POWER & SIGNAL
E2.05
LEVEL-05 - OVERALL PLAN - POWER & SIGNAL
E2.06
LEVEL-06 - OVERALL PLAN - POWER & SIGNAL
E2.07
LEVEL-07 - OVERALL PLAN - POWER & SIGNAL
E2.08
LEVEL-08 - OVERALL PLAN - POWER & SIGNAL
E2.09
LEVEL-09- OVERALL PLAN - POWER & SIGNAL
E2.10
LEVEL-10- OVERALL PLAN - POWER & SIGNAL
E2.11
LEVEL-ROOF- OVERALL PLAN - POWER & SIGNAL
E2.01.1
LEVEL-01, AREA-1 -AREA PLAN - POWER & SIGNAL
E2.01.2
LEVEL-01, AREA-2 -AREA PLAN - POWER & SIGNAL
E2.01.3
LEVEL-01, AREA-3A & 3B - AREA PLAN - POWER & SIGNAL
E2.02.1
LEVEL-02, AREA-1 - AREA PLAN - POWER & SIGNAL
E2.02.2
LEVEL-02, AREA-2 -AREA PLAN - POWER & SIGNAL
E2.02.3
LEVEL-02, AREA-3A & 3B - AREA PLAN - POWER & SIGNAL
E.2.02.4
LEVEL-02, AREA 4 -AREA PLAN - POWER & SIGNAL
E2.03.1
LEVEL-03, AREA-1 -AREA PLAN - POWER & SIGNAL
E2.03.2
LEVEL-03, AREA-2 - AREA PLAN - POWER & SIGNAL
E2.03.3
LEVEL-03, AREA-3A & 313 - AREA PLAN - POWER & SIGNAL
E2.04.1
LEVEL-04, AREA-1 -AREA PLAN - POWER & SIGNAL
E2.04.2
LEVEL-04, AREA-2 -AREA PLAN - POWER & SIGNAL
E2.04.3
LEVEL-04, AREA-3A & 3B -AREA PLAN - POWER & SIGNAL
E2.05.1
LEVEL-05, AREA-1 -AREA PLAN - POWER & SIGNAL
E2.05.2
LEVEL-05, AREA-2 - AREA PLAN - POWER & SIGNAL
E2.05.3
LEVEL-05, AREA-3A & 313 - AREA PLAN - POWER & SIGNAL
E2.06.1 L
EVEL-05, AREA-1 - AREA PLAN - POWER & SIGNAL
IE2.06.2 L
EVEL-06, AREA-2 -AREA PLAN - POWER & SIGNAL
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 42 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C H i 7 E C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
E2.06.3
LEVEL-06, AREA-3A & 38 - AREA PLAN - POWER & SIGNAL
E2.0T1
LEVEL-07, AREA-1 - AREA PLAN - POWER & SIGNAL
E2.07.2
LEVEL-07, AREA-2 -AREA PLAN - POWER & SIGNAL
E2.07.3
LEVEL-07, AREA-3A & 3B - AREA PLAN - POWER & SIGNAL
E2.08.1
LEVEL-08, AREA-1 - AREA PLAN - POWER & SIGNAL
E2.08.2
LEVEL-08, AREA-2 -AREA PLAN - POWER & SIGNAL
E2.08.3
LEVEL-08, AREA-3A & 38 --AREA PLAN - POWER & SIGNAL
E2.09.1
LEVEL-09, AREA-1 -AREA PLAN - POWER & SIGNAL
E2.09.2
LEVEL-09, AREA-2 - AREA PLAN - POWER & SIGNAL
E2.09.3
LEVEL-09, AREA 3A &3B -AREA PLAN - POWER & SIGNAL
E2.10.1
LEVEL-10, AREA-1 -AREA PLAN - POWER & SIGNAL
E2.10.2
LEVEL-10, AREA-2 -AREA PLAN - POWER & SIGNAL
E2.11.1
LEVEL 11, AREA-1, ROOF PLAN - LIGHT, POWER & SIGNAL
E3.01
LEVEL-01 - OVERALL PLAN - LIGHTING
E3.02
LEVEL-02 - OVERALL PLAN - LIGHTING
E3.03
LEVEL-03 - OVERALL PLAN - LIGHTING
E104
LEVEL-04 - OVERALL PLAN - LIGHTING
E3.05
LEVEL-05 - OVERALL PLAN - LIGHTING
E3.06
LEVEL-06 - OVERALL PLAN - LIGHTING
E3.07
LEVEL-07 - OVERALL PLAN - LIGHTING
E3.08
LEVEL-08 - OVERALL PLAN - LIGHTING
E3.09
LEVEL-09 - OVERALL PLAN - LIGHTING
E3.10
LEVEL-10 - OVERALL PLAN - LIGHTING
E3.01.1
LEVEL-01, AREA-1 -AREA PLAN - LIGHTINGIREFLECTED CEILING
E3.01.2
LEVEL-01, AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.01.3
LEVEL-01, AREA-3A & 3B - AREA PLAN - LIGHTINGIREFLECTED CEILING
E3.02.1 L
EVEL-02, AREA-1 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.02.2 L
EVEL-02, AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.02.3 L
EVEL-02, AREA-3A & 38 - AREA PLAN - LIGHTING/REFLECTED CEILING
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 43 of 52
7130/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C It 3 T E C T S
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
E3.02.4
LEVEL-02, AREA 4 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.03.1
LEVEL-03, AREA-1 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.03.2
LEVEL-03, AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.03.3
LEVEL-03, AREA-3A & 3B - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.04.1
LEVEL-04, AREA-1 -AREA PLAN - LIGHTING/REFLECTED CEILING
E3.04.2
LEVEL-04, AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.04.3
LEVEL-04, AREA-3A & 3B - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.05.1
LEVEL-05, AREA-1 -AREA PLAN - LIGHTINGIREFLECTED CEILING
E3.05.2
LEVEL-05, AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.05.3
LEVEL-05, AREA-3A & 3B - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.06.1
LEVEL-06, AREA-1 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.06.2
LEVEL-08, AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.06.3
LEVEL-06, AREA-3A & 3B - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.07.1
LEVEL-07, AREA-1 -AREA PLAN - LIGHTING/REFLECTED CEILING
E3.07.2
LEVEL-07, AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.07.3
LEVEL-07, AREA-3A & 38 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.08.1
LEVEL-08, AREA-1 -AREA PLAN - LIGHTING/REFLECTED CEILING
E3.08.2
LEVEL-08, AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.08.3
LEVEL-08, AREA-3A & 313 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.09.1
LEVEL-09, AREA-1 -AREA PLAN - LIGHTING/REFLECTED CEILING
E3.09.2
LEVEL-09. AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E3.09.3
LEVEL-09, AREA 3A & 313 - AREA PLAN - LIGHTINGIREFLECTED CEILING
E3.10.1
LEVEL-10, AREA-1 -AREA PLAN - LIGHTING/REFLECTED CEILING
E3.10.2
LEVEL-10, AREA-2 - AREA PLAN - LIGHTING/REFLECTED CEILING
E4.01.1
ENLARGED GUESTROOM -TYPE KI
E4.01.2
ENLARGED GUESTROOM - TYPES K2
E4.01.3
ENLARGED GUESTROOM - TYPES K3
E4.01.4 E
NLARGED GUESTROOM -TYPES K4
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 44 of 52
7130/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.lds
H I L L G L A Z I E R
A R C H? T- C C Y 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
E4.02.1
ENLARGED GUESTROOM - TYPES QQ-1
E4.03.1
ENLARGED GUESTROOM - TYPE KI-RS
E4.03.2
ENLARGED GUESTROOM -TYPE QQ1-RS
E4.04.1
ENLARGED SUITE -TYPE ES1 -EXECUTIVE SURE
E4.04.2
ENLARGED SUITE -TYPE ES2 - EXECUTIVE SURE
E4.04.3
ENLARGED SUITE - TYPE ES3 - EXECUTIVE SURE
E4.04.4
ENLARGED SUITE - TYPE ES-HC & ES-2A - (ACCESSIBLE) EXECUTIVE SUITES
E4.05.1
ENLARGED SUITE -TYPE 1K-1 -1-BEDROOM SUITE
E4.05.2
ENLARGED SUITE - TYPE 1K-2 - 1-BEDROOM SUITE
E4.05.3
ENLARGED SUITE -TYPE 1K-HC -ACCESSIBLE 1-BEDROOM SUITE
E4.06.1
ENLARGED SUITE -TYPE 2KK-HC -ACCESSIBLE 2-BEDROOM SUITE
E4.06.2
ENLARGED SURE -TYPE 2KQQ -2-BEDROOM SUITE
E4.07.1
ENLARGED SUITE - TYPE PR-HC - PRESIDENTIAL SUITE
E4.08.1
ENLARGED EMPLOYEE ROOM - EM-1
E4.08.2
ENLARGED EMPLOYEE ROOM - EM-2HC
E4:08.3
ENLARGED GUESTROOM - EM-HC --FLOOR PLAN - ELECTRICAL--RETIRED
E4.11.1
RESIDENCE CLUB - RC-2A
E4.12
RESIDENCE CLUB - RC-3A1 / RC-3A2
E412.2
RESIDENCE CLUB- RC-3A1 +-MEDIA FLOOR PLAN - ELECTRICAL
E4.13
RESIDENCE CLUB - RC-3B1 / RC-3B2
E4.13.2
RESIDENCE CLUB - RC-3B + MEDIA FLOOR PLAN - ELECTRICAL
E4.14.1
RESIDENCE CLUB - RCAA1 - FIRST LEVEL
E4.141
RESIDENCE CLUB - RCAA2 - SECOND LEVEL
E4.15.1
RESIDENCE CLUB - RCAB1 - FIRST LEVEL
E4.15.2
RESIDENCE CLUB - RCAB2 - SECOND LEVEL
E4.16.1
RESIDENCE CLUB - RCAC1 - FIRST LEVEL
E4.16.2
RESIDENCE CLUB - RCAC2 - SECOND LEVEL
E4.21.1
CONDO #1, 94 & #9
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 45 of 52
7/3012007 X = INCLUDED IN SET 02028FourSeasonsVail-draMngLog.)ds
H I L L G L A Z I E R
A R C H ~ L C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
E4.22.1
CONDO #2 - LEVEL-7 - FLOOR PLAN - ELECTRICAL
E4.23.1
CONDO #3 - LEVEL-7 - FLOOR PLAN - ELECTRICAL
E4.27.1
CONDO #7-LEVEL-8 - FLOOR PLAN - ELECTRICAL
E4.28:1
CONDO #8 - LEVEL-9 -FLOOR PLAN - ELECTRICAL
E4.31.1
CONDO #11 - LEVEL-9 - FLOOR PLAN - ELECTRICAL
E4.32.1
CONDO #12 - LEVEL-9 - FLOOR PLAN - ELECTRICAL
E4.33.1
CONDO #13 - LEVEL-10 - FLOOR PLAN - ELECTRICAL
E4.34.1
CONDO #14 - LEVEL-10 - FLOOR PLAN - ELECTRICAL
E4.35.1
CONDO #15 - LEVEL-10 - FLOOR PLAN - ELECTRICAL
E4.36.1
CONDO #16 - LEVEL-10 - FLOOR PLAN - ELECTRICAL
E5.01
FOODSERVICE - ELECTRICAL
E5.02
FOODSERVICE - ELECTRICAL
E5.03
FOODSERVICE - ELECTRICAL
E5.04
FOODSERVICE - ELECTRICAL
E5.05
LAUNDRY - ELECTRICAL
E6.01
ELECTRICAL AND IDF/AV ROOM LAYOUTS -SHEET 1
E6.02
ELECTRICAL AND IDF/AV ROOM LAYOUTS - SHEET 2
E6.03
ELECTRICAL AND IDFIAV ROOM LAYOUTS -SHEETS
E6:04
ELECTRICAL AND IDF/AV ROOM LAYOUTS -SHEET 4
E7.01
ELECTRICAL SYSTEM DETAILS
E7.02
ELECTRICAL SYSTEM DETAILS
E7.03
ELECTRICAL SYSTEM DETAILS
E7.04
ELECTRICAL SYSTEM DETAILS
E8.01
SINGLE LINE DIAGRAM - ELECTRICAL
E8.02
FIRE ALARM - RISER DIAGRAM
E8.02.1
FIRE ALARM ZONING AND DETAILS
E8.03
CCTV / SECURITY RISER DIAGRAM
E8.04
AUDIONIDEO RISER DIAGRAM
E8.05
VOICE & DATA RISER DIAGRAM
E8.06
DIMMER RISER DIAGRAM
E8.07
SYSTEM RISER DIAGRAM
E8.08
VOICE AND DATA RISER DIAGRAM
IEB.09
VOICE AND DATA RISER DIAGRAM
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 46 of 52
7/30/2007 X= INCLUDED IN SET 02028FourSeasonsVall-drawingLog.)ds
H I L L G L A Z I E R
A$ C N 1 T E C T 5
Four Seasons Vail. Colorado - Drawina Lou
Sheet No.
Description
E9.01
SCHEDULES - ELECTRICAL
E9.02
SCHEDULES - ELECTRICAL
E9.03
SCHEDULE OF LUMINAIRES
E9.04
LIGHTING & POWER COMPLIANCE CERTIFICATE
ME2,01
ELECTRICAL-MODEL-ROOM
KITCHEN
FS0.1
FOOD SERVICE - KEY PLAN
FS1.1
FOOD SERVICE - EQUIPMENT PLAN
FS1.2
FOOD SERVICE - BUILDING CONDITIONS
FS1.3
FOOD SERVICE - PLUMBING
FS1.4
FOOD SERVICE - ELECTRICAL
FS2.1
FOOD SERVICE - EQUIPMENT PLAN
FS2.2
FOOD SERVICE - BUILDING CONDITIONS
FS2.3
FOOD SERVICE - PLUMBING
FS2.4
FOOD SERVICE - ELECTRICAL
FS3.1
FOOD SERVICE - EQUIPMENT PLAN
FS3.2
FOOD SERVICE - BUILDING CONDITIONS
FS3.3
FOOD SERVICE - PLUMBING
FS3.4
FOOD SERVICE - ELECTRICAL
FS4.1
FOOD SERVICE - EQUIPMENT PLAN
FS4.2
FOOD SERVICE - BUILDING CONDITIONS
FS4.3
FOOD SERVICE - PLUMBING
FS4.4
FOOD SERVICE - ELECTRICAL
FS5.1 F
OOD SERVICE -EQUIPMENT PLAN
FS5.2 F
OOD SERVICE - BUILDING CONDITIONS
FS5.3 F
OOD SERVICE -PLUMBING
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 47 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C H;? C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
FS5.4
FOOD SERVICE - ELECTRICAL
FS6.1
EXHAUST HOOD DETAIL
FS6.2
EXHAUST HOOD DETAIL
FS6.3
EXHAUST HOOD DETAIL
FS7.1
REFRIGERATION SYSTEM ENGINEERING
FS7.2
REFRIGERATION SYSTEM ENGINEERING
FS8.1
WALK-IN COOLER DETAIL
FS8.2
WALK-IN COOLER DETAIL
FS8.3
WALK-IN COOLER DETAIL
FS8.4
WALK-IN COOLER DETAIL
FS8.5
WALK-IN COOLER DETAIL
FS9.1
DISH MACHINE DETAIL
FS10.1
FABRICATION ELEVATION
FS10.2
FABRICATION ELEVATION
FS10.3
FABRICATION ELEVATION
FS10.4
FABRICATION ELEVATION
FS10.5
FABRICATION ELEVATION
FS10.6
FABRICATION ELEVATION
FS10.7
FABRICATION ELEVATION
FS10.8
FABRICATION ELEVATION
FS10.9
FABRICATION ELEVATION
FS10.10
FABRICATION ELEVATION
FS10.11
FABRICATION ELEVATION
FS10.12
FABRICATION ELEVATION
FS10.13
FABRICATION ELEVATION
FS10.14
FABRICATION ELEVATION
FS10.15
FABRICATION ELEVATION
FS10.16
FABRICATION ELEVATION
FS10.17
FABRICATION ELEVATION
FS10.18 F
ABRICATION ELEVATION
FS11.1 S
TANDARD DETAILS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 48 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
11
LA0.1
KEY PLAN
LA1.1
LAUNDRY - EQUIPMENT PLAN
LA1.2
LAUNDRY - BUILDING CONDITIONS
LA1.3
LAUNDRY - PLUMBING
LAIR
LAUNDRY - ELECTRICAL
LA2.1
LAUNDRY - EQUIPMENT PLAN
LA2.2
LAUNDRY - BUILDING CONDITIONS
LA2.3
LAUNDRY - PLUMBING
LA2.4
LAUNDRY - ELECTRICAL
LA3.1
LAUNDRY - EQUIPMENT PLAN
LA3.2
LAUNDRY - BUILDING CONDITIONS
LA3.3
LAUNDRY - PLUMBING
LA3.4
LAUNDRY - ELECTRICAL
LA4.1
LINT FILTER DETAIL
LA5.1
CONVEYOR DETAIL
LA6.1
FABRICATION ELEVATION
IL 0.00 IGENERAL NOTES - LANDSCAPE I
ILS1.00 (OVERALL SITE PLAN - LANDSCAPE I
ILS1.01 IHARDSCAPE LAYOUT& MATERIALS PLAN I
ILS1.02 IHARDSCAPE LAYOUT & MATERIALS PLAN I
JLS1.03 IHARDSCAPE LAYOUT & MATERIALS PLAN I
ILS1.04 IHARDSCAPE LAYOUT & MATERIALS PLAN I
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 49 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
is
0
H I L L GLAZIER
A R C 11 S 1 C C T S
Four Seasons Vail. Colorado - Drawina Lou
Sheet No.
Description
LS4.01
LAYOUT & MATERIALS PLAN
LS4.01A
POOL AREA I PUBLIC WALKWAY - ALTERNATE LAYOUT & MATERIALS FLAP!
LS5.01
LANDSCAPE DETAILS - PAVING
LS5.02.1
LANDSCAPE DETAILS - STEPS & WALLS
LS5.02.2
LANDSCAPE DETAILS - STEPS & WALLS
LS5.03
LANDSCAPE DETAILS - SPA FIREPLACE
LS5.04
LANDSCAPE DETAILS - POOL & SPA
LS5.05
LANDSCAPE DETAILS - POOL & SPA
LS5.06
LANDSCAPE DETAILS - ENTRY FEATURE
LG1.00
LANDSCAPE OVERALL GRADING
LG1.01
LANDSCAPE GRADING PLAN - AREA 1
LG1.02
LANDSCAPE GRADING PLAN - AREA 2
LG1.03
LANDSCAPE GRADING PLAN -AREA 3
LG1.04
LANDSCAPE GRADING PLAN - AREA 4
U-1.01
IRRIGATION PLAN
LI-5.01
IRRIGATION DETAILS
LP1.00
OVERALL PLANTING PLAN
LP1.01
PLANTING PLAN - AREA 1
LP1.02
PLANTING PLAN - AREA 2
LP1.03
PLANTING PLAN -AREA 3
LP1.04
PLANTING PLAN - AREA 4
LP5.01
PLANTING DETAILS
LL 4:01 L
ANDSCAPE --SITE LIGHTING PLAN - RETIRED
LL 5.01 L
ANDSCAPE - SITE LIGHTING DETAILS - RETIRED
WATER FEATURE
SP-0
SITE PLAN
SP-1.0
POOL LAYOUT PLAN
SP-1.1
EXTERIOR SPA LAYOUT PLAN
SP-1.2
MEN'S & WOMEN'S INTERIOR SPA LAYOUT PLANS
SP-2.0
MAIN POOL PIPING PLAN
7/30/2007
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 50 of 52
X = INCLUDED IN SET 0202BFourSeasonsVail-drawingLog.)ds
H I L L G L A Z I E R
A R C 1+ 9 7 C C T 5
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
SP-2.1
EXTERIOR SPA PIPING PLAN
SP-2.2
MEN'S & WOMEN'S INTERIOR SPA PIPING PLANS
SP-2.3
MEN'S & WOMEN'S COLD PLUNGE PIPING PLANS
SP-3.0
POOL SCHEMATIC
SP-3.1
EXTERIOR SPA SCHEMATIC
SP-3.2
MEN'S & WOMEN'S SPA SCHEMATIC
SP3.3
COLD PLUNGE & FOUNTAIN SCHEMATIC
SP3.4
POOL AND WOMEN'S SPA EQUIPMENT ROOM DETAILS
SP-3.5
MEN'S SPA EQUIPMENT ROOM DETAILS
SPA.0
ENTRY FOUNTAIN DETAILS
SP-5.0
DETAILS
SP-5.1
DETAILS
SP-5.2
GENERAL DETAILS
CIVIL
1 OF 3
ALTA/ACSM LAND TITLE SURVEY - RETIRED
20F3
ALTA /ACSM LAND TITLE SURVEY - RETIRED
3 OF 3
TOPOGRAPHIC INFORMATION - RETIRED
CO
GENERAL NOTES
C1
EXISTING CONDITIONS PLAN
C2
EXISTING CONDITIONS PLAN
C3
EROSION CONTROL PLAN
C4
DEMOLITION PLAN
C5
HORIZONTAL CONTROL
C5.1
SIGNAGE & STRIPING PLAN
C6
PAVING CROSS SECTION
C7
PAVING CROSS SECTION
C8
PAVING CROSS SECTION
C9
PAVING CROSS SECTION
C10
PAVING CROSS SECTION
C10.1
OVERALL PAVING PLAN
C11
CURB AND GUTTER PLAN
C12
MEDIAN CURB AND GUTTER PLAN AND PROFILE
C13
DRAINAGE PLAND AND PROFILE
C14
VAIL ROAD PLAN AND PROFILE
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED / NOT A PART OF SET 51 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.lds
H I L L G L A Z I E R
A R C 11 E 7 C C T S
Four Seasons Vail, Colorado - Drawing Log
Sheet No.
Description
C15
PLAN / CROSS SECTION
C16
OVERALL UTILITY PLAN
C17
SANITARY SEWER PLAN AND PROFILE
C18
STORM SEWER RUN B PLAN AND PROFILE
C19
STORM SEWER RUN E. F AND G PLAN AND PROFILE
C20
STORM SEWER RUN C AND D
C21
WEST MEADOW DRIVE - STREETSCAPE PLAN
C22
WEST MEADOW DRIVE - STREETSCAPE PLAN
C23
WEST MEADOW DRIVE - ROAD PLAN & PROFILE
C24
WEST MEADOW DRIVE - ROAD PLAN & PROFILE
C25
WEST MEADOW DRIVE - STREETSCAPE DETAILS
C26
WEST MEADOW DRIVE - STREETSCAPE DETAILS
C27
SANITARY SEWER DETAILS
C28
WATER SYSTEM DETAILS
C29
EROSION CONTROL DETAILS
C30
TURNING MOVEMENTS
NUMBER IN BOX DENOTES REVISION (DELTA) NUMBER
N.I. = NOT INCLUDED I NOT A PART OF SET 52 of 52
7/30/2007 X = INCLUDED IN SET 02028FourSeasonsVail-drawingLog.)ds
.
G 0004* 1-4 * - -I-
4 c'fAect 1
HEPWORTH-PAWLAK GEOTECHNICAL
April 10, 2008
_i, :ril-' t 4, 12111 :.1,
ko,: `Z _-')455 Y454
Vail Development, LLC
Attn: Douglas G. Hipskind
50 South Sixth Street, Suite 1480
Minneapolis, Minnesota 55402
Job No. 105 291
Subject: Opinion of Structural Fill Compaction and Suitability for Slab Support,
Proposed Four Seasons Resort, Vail Road and South Frontage Road, Vail,
Colorado
Location: Grid A-11 to A-18, Line 3 to 13, Areas 3 and 4
Gentlemen:
As requested by Mike Perkin with Hill Glazier Studio, we have reviewed the Ground
Engineering Consultants (GEC) test reports and observed the completed backfill
construction at the subject site on April 9, 2008 to provide an opinion on the suitability of
the backfill to support the proposed slabs-on-grade. The findings of our review and
observations are presented in this report. We previously conducted a subsoil study for
design of foundations at the site and presented our findings in a report dated June 22,
2005, Job No. 105 291.
Existing Construction: The foundations in Areas 3 and 4 have been constructed and
slab areas backfilled up to design slab subgrade level reportedly using the on-site soils
obtained from the building excavation. The GEC reports provided to us indicate that
footings are placed on the natural granular soils at a bearing elevation on the order of
8128 feet. The backfill was placed between November 5 and 15, 2007, then again
between February 1 and March 20, 2008 during which 84 compaction tests were taken as
shown on the GEC reports.
Two laboratory compaction test reports provided by GEC show the maximum modified
Proctor density to range between 137.3 pcf at 6.4% optimum moisture and 140.4 pcf at
5.6% optimum moisture with material greater than inch to range between 35 and 38%
and the material finer than the No. 200 sieve to range between 12 and 31 The
1)
y.r.5i.i~(,7 • kill"i~l'f1lz~rt2~` 0,468-195Q
• i ,~1r-! <t<lc; ~l r n : 1
P<Irker 303-Q41-7119
Vail Development, LLC
April 10, 2008
Page 2 Provided
samples is not reported but based on the information p
maximum rock size of the e up to about 12 inches•
and our observations, the rocks of the placed material rang
an test elevations typically range between 8128 to 8140 feet and
reported compaction depth of about 12 feet
ade (RSG). This corresponds to a maximum baCae 1e elevation and the back
rough subgr her suber
areas had a higher
but we understand that the interior area fill
order of 2 to 6 feet. The GEC compaction test
depth in these areas typically on the ents such as winter constru~On
rovide any observational comet and freezing and to
reports do not p revent ground
difficulties. We understand that precautions were taken to p Provided the backup
exclude frozen materials in the backfill but we hacat shat the ackfill in the tested areas
esults and o of optimum moisture
documentation. The field dens.tl ,test results are within 2/o
meets the minimum 95% specified compaction and
content.
ommendations: Placement of the imperious membrane and
steel had stopped at the
Conclusions and Rec
avel base on top of the rough subgrade level and reinforcing We understand that
~ the south end of Area 4 was exposed.
time of our site visit and only
inches thick and reinforced with # 4 bars at 16 inches on center each
the slab will be 5
way.
granular soils compacted to at least 95% o
Backfill material consisting of the on oversized rock
odor density at near optimum moisture content and excluding ck is standard Pr typically considered to be
was recommended to support floor slabs. The oversized rareas where compaction
ecially in confined construction
greater than 6 inches esp
The reported maximum rock size of 12 inches in the bar ffil
equipment is of limited size. the limited amour n
uniform compaction. Considering uatel
causes difficulty in achieving
fill, it is GEC's opinion that the backfill has been adeq
oversized rock in the back modified Proctor values and is suitable
compacted and to somewhat higher density by the
on our document review, site observations and the information
for the slab support-Based ed material is suitable
provided, we concur with GEC that the Placed and compact
be some ground settlement typical of slab backfill cin neion
slab support. There could action and depth. In our opinion, futur
depending on the placement method, come
«H,
Job No. 105 291
f
Vail Development, LLC
April 10, 2008
Page 2
maximum rock size of the samples is not reported but based on the information provided
and our observations, the rocks of the placed material range up to about 12 inches.
The reported compaction test elevations typically range between 8128 to 8140 feet and
rough subgrade (RSG). This corresponds to a maximum backfill depth of about 12 feet
but we understand that the interior areas had a higher subgrade elevation and the backfill
depth in these areas is typically on the order of 2 to 6 feet. The GEC compaction test
reports do not provide any observational comments such as winter construction
difficulties. We understand that precautions were taken to prevent ground freezing and to
exclude frozen materials in the backfill but we have not been provided the backup
documentation. The field density test results indicate that the backfill in the tested areas
meets the minimum 95% specified compaction and are within 2% of optimum moisture
content.
Conclusions and Recommendations: Placement of the impervious membrane and
gravel base on top of the rough subgrade level and reinforcing steel had stopped at the
time of our site visit and only the south end of Area 4 was exposed. We understand that
the slab will be 5 inches thick and reinforced with # 4 bars at 16 inches on center each
way.
Backfill material consisting of the on-site granular soils compacted to at least 95% of
standard Proctor density at near optimum moisture content and excluding oversized rock
was recommended to support floor slabs. The oversized rock is typically considered to be
greater than 6 inches especially in confined construction areas where compaction
equipment is of limited size. The reported maximum rock size of 12 inches in the backfill
causes difficulty in achieving uniform compaction. Considering the limited amount of
oversized rock in the backfill, it is GEC's opinion that the backfill has been adequately
compacted and to somewhat higher density by the modified Proctor values and is suitable
for the slab support. Based on our document review, site observations and the information
provided, we concur with GEC that the placed and compacted material is suitable for the
slab support. There could be some ground settlement typical of slab backfill construction
depending on the placement method, compaction and depth. In our opinion, in future
Job No. 105 291
Vail Development, LLC
April 10, 2008
Page 3
under slab areas, the on-site granular soils placed as structural backfill should have a
maximum particle size of 6 inches.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Steven L. Pawlak, P.E.
Rev. by: TLK
SLP/vad
cc: Layton Construction - Attn: Mark Reed
Hill Glazier Studio - Attn: Michael Perkin
Job No. 105 291
HKS
Non-Conforming Work Notice
Four Seasons Hotel and Resort; Vail, Colorado
Project Name
11247.000
HKS Project No.
April 7, 2008 01
Date of Issuance Notice No.
Layton Construction Company
Contractor Name
The General Conditions of the Contract for Construction authorize the Architect to reject Work that
does not conform to the Contract Documents. If the Contractor fails to correct rejected work within a
reasonable time, the Owner may correct it at the Contractor's expense. If the Owner elects to accept
the nonconforming Work, the Contract sum shall be appropriately reduced.
The following work is not in conformance with the Contract Documents and is therefore rejected:
Backflll under Level 2 slabs on grade in Areas 3A and 3B. (In-place backfill does not conform to the
requirements of the Geotechnical Engineering Study, dated June 22, 2005 prepared by HP Geotech, does not
conform to the requirements of the drawings listed below, and the fill material was not inspected and
approved by the Geotechnical Engineer.)
A0.2.2, Div1, 1.14D and S1.0.1, 11.2
Drawing Reference Specification Reference
Attachments:
The contractor shall inform HKS in writing of proposed corrective measures within seven working days of
receipt of this notice, including a schedule of the work to be performed. THE CONTRACTOR SHALL
CORRECT THE WORK AT NO ADDITIONAL CONTRACT COST OR TIME, AND CORRECTIONS SHALL
NOT COMMENCE UNTIL THE PROPOSED CORRECTIVE WORK HAS BEEN ACCEPTED BY HKS.
The Owner may accept the nonconforming Work by signing below. Owner accepted nonconforming
Work will be listed and attached to the Certificate of Substantial Completion.
Owner's Representative Signature
Issued By
Michael G. Perkin, HKS Hill Glaizer Studio
HKS Representative Signature
Printed Name
April 7, 2008
Date
® HKS 715 - 2007
Date
015 Al AAA STREET PALO ALTO, CALIFORNIA 94301-2405 650.617.0366 FAX 650.617.0373
April 4, 2008
To: Safe Built Inc.
Attn: Derek Place, Building Inspector
From: Mark Reed
Re: Backfill and Compaction
RE: Backfill and compaction
Layton
CONSTRUCTING WITH INTEGRITY
Derek, this morning I spoke with Steven Pawlik P.E. with H.P. Geotechnical, Inc. He told
me that they were hired for pre-construction services only and are no longer involved in the Four
Seasons project and that Ground Control Inc. is the engineer of record for the project. All services
are performed by them.
Please see the attached letter from Ground Control regarding the slab on grade backfill in area
3-A with a summary of soil compaction tests. We are proceeding with the backfill in this area under
the direction and recommendations of on site inspectors from Ground Control, if you have any other
concerns please let me know.
Sincerely, Mark Reed
Senior Project Superintendent
Layton Co truction Company
/
mreed,&laytonconstruction.coin
office 970 479-5389
cell- 970-401-1777
0 Layton Construction Company, Inc. 9090 South Sandy Parkway Sandy, Utah 84070 801.568.9090 Fax 569.5450 www.laytoncompanies.com
Aprl5 2008
Black Diamond Resorts-Vail, LLC
C,'0 The John Hardy Group
5180 Roswell Road/The Centre Building
Atlanta. Georgia 30342
Subject Str.,ctural Backfill. Four Seasons.
Vafi Colorado
Job No. 07-6528
Attn: Mr David Brooks
During recent plumbing line installation in the slab subgrade in the area of Gridlines Al i
- A18 / 3.2 - 13, particles as large as 12 inches were encountered in isolated areas.
Section 2200-3.05 of the project specifications references HP Geotech's report titled
Geotechnical Engineering Study, Proposed Foor Seasons Resorf. Vail Road and South
Frontage Road West. Vail. Colorado. Job No 105 91, dated June 22. 2005 and
prepared for Vail Development. LLC for project density requirements. Page 6 of the
mentioned report states that ''Granular wall backfill should contain less than 15%
passing the No 200 sieve and have a maximum size of 6 inches' and Page 7 of the
Floor Slab section states Required fill can consist of the on-site granular soils devoid of
debris. vegetation, topsoil and oversized rock "
Representatives of Ground Engineering Consultants (GROUND) performed moisture
density testing on the structural backfill material on a part time basis at times scheduled
by the contractor. We observed the backfill being placed in approximate 12-inch lifts and
as indicated in our previously submitted reports the moisture density test results were in
general accordance with the project specifications (applicable reports are attached)
Although. material larger than 6 inches is present in the structural backfill the larger
material was placed in a manner to allow compaction to be achieved around the larger
material. Additionally, the backfill material is well graded which further reduces nesting
and voids. Therefore,. based on our testing and observations the structural backfill
placed meets the design intent, in our opinion.
We trust that this provides the information that you need at this time If you have any
questions. please contact this office
Sincerely.
GROUND Engineering Consultants, Inc.
achaa~C. St n. E I
6
s .y•b
Reviewed by Michael K. Wariner, P E
~ROUHn_
ENGINEERING CON ULTRINITS INC
101A Airpark Dr., Unit 9. PQ Box 464. Gypsum, CO 81637 Phone (970) 524-0720 Fax(970)524-0721 www.groundeng,com
Wice Locations: Englewood Commerce City Loveland Granny Gypsum
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IL
INSPECTION REPORT
Client Project
Address
Contact Info
VAIL Four Seasons 1 Vail Road
Vail CO 81657
Spatial Division
Room # Date
Inspector
Level 000
Interior 3/28/2008
Derek Place
Underground
Requested Inspection
Permit # Pass
Fail
❑
❑
Underground Plumbing
Corrections Required:
i
P07-0095 ❑
Comments
Partial Pass
❑
❑ X
i
Cancelled
❑
❑
Underground Plumbing , ?7"-"- ,f1~y 1~~✓
I HAVE THIS DAY INSPECTED THE ABOVE DESCRIBED WORK AND HAVE LISTED ANY CODE DISCREPANCIES I HAVE
DISCOVERED. ALL CODE DISCREPANCIES, WHETHER LISTED OR NOT, MUST BE CORRECTED, RE-INSPECTED, AND
(11w;8 PROVED BY AN AUTHORIZED INSPECTOR BEFORE THE WORK IS COVERED UP. PURSUANT TO UBC SECTION
.1 AND IBC SECTION 109.1, APPROVAL AS A RESULT OF AN INSPECTION SHALL NOT BE CONSTRUED TO BE AN
APPROVAL OR A VIOLATION OF THE PROVISIONS OF THIS CODE OR OF OTHER ORDINANCES OF THE
JURISDICTION.
Date: Inspector: /
March 31, 2008
Black Diamond Resorts-Vail, LLC
C/O The John Hardy Group
5180 Roswell Road/The Centre Building
Atlanta.. Georgia 30342
Attn. Mr David Brooks
Subject: Structural Backfill. Four Seasons.
Vail. Colorado
Job No. 07-6528
During recent plumbing line installation in the slab subgrade, in the area of Gridlines Al 1
- A18 1 3.2 - '13. particles as large as 12 inches were encountered in isolated areas
Section 2300 of the project specifications states that "Occasional cobble pieces of
excavated rocks to 6", may be placed in the earth fill if agreed to by Engineer. Space
large rocks so compaction of earth fill will meet compaction requirements." Additionally
HP Geotech's report titled Geotechnical Engineering Study. Proposed Four Seasons
Resort, Vail Road and South Frontage Road West. Vail. Colorado. Job No. 105 91.
dated June 22, 2005 and prepared for Vail Development, LLC states "Granular wall
backfill should contain less than 15% passing the No. 200 sieve and have a maximum
size of 6 inches" and "Required fill can consist of the on-site granular soils devoid of
debris, vegetation. topsoil and oversized rock."
Representatives of Ground Engineering Consultants (GROUND) performed moisture
density testing on the structural backfill material on a part time basis at times scheduled
by the contractor We observed the backfill being placed in approximate 12-inch lifts and
as indicated in our previously submitted reports the moisture density test results were in
general accordance with the project specifications (applicable reports are attached).
Although, material larger than 6 inches is present in the structural backfill the larger
material was placed in a manner to allow compaction to be achieved around the larger
material. Additionally, the backfill material is well graded which further reduces nesting
and voids. Therefore. based on our testing and observations the structural backfill
paced meets the design intent. in our opinion.
We trust that this provides the information that you need at this time If you have any
questions, please contact this office
w;
Sincerely,
j7 U.~Ihfe't{~ .
GROUND Engineering Consultants, Inc.
Zachary C St. Jean, E I Reviewed by Michael K:..Wariner. P.E
GROUAIII
F!"46INE RING CONS.1-111-T14NITS INC
IUTA Airpark Or., Unit 9. PQ Box 464. Gypsum, CC 81637 Phone (970) 324.0720 Fax(970)524-0721 www groundeng com
Office Loca*ions Englewood Commerce City Loveland Granby Gypsum
March 31, 2008
Black Diamond Resorts-Vail, LLC
C/O The John Hardy Group
5180 Roswell Road/The Centre Building
Atlanta. Georgia 30342
Subject: Structural Backfill, Four Seasons.
Vail. Colorado
Job No. 07-6528
Attn: Mr. David Brooks
During recent plumbing line installation in the slab subgrade, in the area of Gridlines A11
- A18 / 3.2 - 13. particles as large as 12 inches were encountered in isolated areas.
Section 2300 of the project specifications states that "Occasional cobble pieces of
excavated rocks to 6", may be placed in the earth fill if agreed to by Engineer. Space
large rocks so compaction of earth fill will meet compaction requirements." Additionally
HP Geotech's report titled Geotechnical Engineering Study. Proposed Four Seasons
Resort, Vail Road and South Frontage Road West, Vail. Colorado. Job No. 105 91,
dated June 22, 2005 and prepared for Vail Development. LLC states "Granular wall
backfill should contain less than 15% passing the No. 200 sieve and have a maximum
size of 6 inches- and "Required fill can consist of the on-site granular soils devoid of
debris, vegetation. topsoil and oversized rock."
Representatives of Ground Engineering Consultants (GROUND) performed moisture
density testing on the structural backfill material on a part time basis at times scheduled
by the contractor We observed the backfill being placed in approximate 12-inch lifts and
as indicated in our previously submitted reports the moisture density test results were in
general accordance with the project specifications (applicable reports are attached).
Although, material larger than 6 inches is present in the structural backfill the larger
material was placed in a manner to allow compaction to be achieved around the larger
material. Additionally, the backfill material is well graded which further reduces nesting
and voids. Therefore. based on our testing and observations the structural backfill
placed meets the design intent. in our opinion.
We trust that this provides the information that you need at this time. If you have any
questions, please contact this office.;
Sincerely. a K.
GROUND Engineering Consultants, Inc.
ov• R, F
Zachary C St. Jean, E.I.
Reviewed by
.342
{
LLC
:hael K. i Iner. P.E.
~9ROUNID_
ENGINEERING CONSULT(RNTS INC
101A Airpark Dr., Unit 9, PO Box 464, Gypsum, CO 81637 Phone (970) 524-0720 Fax(970)524-0721 www.groundeng.com
Office Locations: Englewood Commerce City Loveland Granby Gypsum
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C-74 1 'OF, Ot e c:
HEPWORTH - PAWLAK GEOTECHNICAL
Hepword-i-Paudak Georechnical, Inc.
5120 C ui)t~ Road 154
Glemvood Springs. Colorado 81601
Phone: 970-945-7988
Fax: 9"0-945-8451
email: hpgeo@hpgeocecl .corn
GEOTECHNICAL ENGINEERING STUDY
PROPOSED FOUR SEASONS RESORT
VAIL ROAD AND SOUTH FRONTAGE ROAD WEST
VAIL, COLORADO
JOB NO. 105 291
JUNE 22, 2005
PREPARED FOR:
VAIL DEVELOPMENT, LLC
ATTN: DOUGLAS G. HIPSKIND
50 SOUTH SIXTH STREET
SUITE 1480
MINNEAPOLIS, MINNESOTA 55402
Parker 303-841-7119 0 Colorado Springs 719-633-5562 0 Silverthorne 970-468-1989
. a
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY 1 -
PROPOSED CONSTRUCTION
I -
SITE CONDITIONS
..........................................-2-
FIELD EXPLORATION
2-
SUBSURFACE CONDITIONS
3 -
ENGINEERING ANALYSIS
4-
DESIGN RECOMMENDATIONS
4-
FOUNDATIONS
4-
FOUNDATION AND RETAINING WALLS
5-
FLOOR SLABS
7 -
UNDERDRAIN SYSTEM
7-
SITE GRADING
8-
SURFACE DRAINAGE
- 9-
LIMITATIONS
9-
REFERENCE
11-
FIGURE 1 - LOCATION OF EXPLORATORY BORINGS
FIGURES 2 through 5 - LOGS OF EXPLORATORY BORINGS
FIGURE 6 - LEGEND AND NOTES
FIGURES 7 through 15 - GRADATION TEST RESULTS
TABLE 1- SUMMARY OF LABORATORY TEST RESULTS
TABLE 2 - SUMMARY OF GROUNDWATER LEVELS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for the proposed Four Seasons Resort to
be located at the southwest corner of Vail Road and South Frontage Road West, Vail,
Colorado. The project site is shown on Figure 1. The purpose of the study was to
develop recommendations for the foundation design. The study was conducted in
accordance with our proposal for geotechnical engineering services to Vail Development,
LLC dated April 5, 2005.
A field exploration program consisting of exploratory borings was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the laboratory to determine their classification and other
engineering characteristics. The results of the field exploration and laboratory testing
were analyzed to develop recommendations for foundation types, depths and allowable
pressures for the proposed building foundation. This report summarizes the data obtained
during this study and presents our conclusions, design recommendations and other
geotechnical engineering considerations based on the proposed construction and the
subsurface conditions encountered.
PROPOSED CONSTRUCTION
The above grade portion of the proposed building footprint will cover most of the
property as shown on Figure 1. The proposed building will be multiple stories above
ground with below ground parking located primarily below the north half of the building.
The existing hotel and gas station facilities will be removed prior to the new construction.
Ground floors will be slab-on-grade. Grading for the structure, particularly the below
ground parking area, will be relatively extensive, with cut depths of roughly 30 to 40 feet.
The basement of the south half of the building will be one level higher than the north half.
Temporary dewatering and excavation shoring will be required for the foundation
construction. We assume moderate to relatively heavy foundation loadings carried by
perimeter walls and interior columns.
JoU No. IU5 291 - ^ ~Ptech
-2-
If building loadings, location or grading plans change significantly from those described
above, we should be notified to re-evaluate the recommendations contained in this report.
SITE CONDITIONS
The site is currently occupied by an existing hotel and gas station. These buildings and
related facilities will be removed prior to the new construction. The property is bordered
by Vail Road, South Frontage Road West and West Meadow Drive to the east, north and
south, respectively. The ground surface is relatively flat and slightly irregular due to
previous site grading and landscaping, generally with a gentle slope down to the south.
There is about 20 feet of elevation difference across the property. The buildings are
surrounded by asphalt and concrete pavement, and landscaped areas.
FIELD EXPLORATION
The field exploration for the project was conducted between April 25 and June 6, 2005.
Eighteen exploratory borings were drilled at the locations shown on Figure 1 to evaluate
the subsurface conditions. Boring 1 was advanced with 33/4-inch I.D. hollow stem augers
powered by a truck-mounted Longyear BK-51 HD drill rig. Borings 2 through 17 were
advanced with 4-inch diameter continuous flight augers powered by truck-mounted CME-
45B and Longyear BK-51HD drill rigs. Borings 2, 9 and 15 were advanced past the
auger refusal depth with 6-inch diameter, rotary/percussion casing advancer (ODEX)
powered by a truck-mounted CME-55 drill rig. Boring 18 was advanced the entire depth
with the ODEX system. The borings were logged by representatives of Hepworth-
Pawlak Geotechnical, Inc. Slotted PVC pipe, 1'/z or 2-inch diameter, was installed in
Borings 1, 2, 3, 6, 9, 10, 12 to 16, and 18 for groundwater level monitoring.
Samples of the subsoils were taken with 13/8 inch and 2 inch I.D. spoon samplers. The
samplers were driven into the subsoils at various depths with blows from a 140 pound
hammer falling 30 inches. This test is similar to the standard penetration test described
by ASTM Method D-1586. The penetration resistance values are an indication of the
relative density or consistency of the subsoils. Depths at which the samples were taken
and the penetration resistance values are shown on the Logs of Exploratory Borings,
Job No. 105 291
Cli;~&ech
Figures 2 through 5. The samples were returned to our laboratory for review by the
project engineer and testing.
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on Figures 2
through 5. The subsoils generally consist of about 3 to 11 feet of typically granular fill
overlying relatively dense, stratified silty sand and gravel containing occasional zones of
cobbles and boulders. Silty sand lenses, varying from 2 to 11 feet thick, were
occasionally encountered in the borings. The sand layer encountered at Boring 16 was
about 18 feet thick and stratified with sandy clayey silt layers/lenses. A shallow depth of
topsoil was encountered above the fill in lawn areas at Borings 1, 9, 10, and 13 through
15. Asphalt or concrete pavement was encountered above the fill in the remaining
borings, except at Boring 3. Drilling in the dense granular soils with hollow stem and
solid flight auger equipment was difficult due to the cobbles and boulders and drilling
refusal was encountered at relatively shallow depths in the deposit at Borings 4, 7, 8, 11
and 17.
Laboratory testing performed on samples obtained from the borings included natural
moisture content, gradation analyses and Atterberg limits. Results of gradation analyses
performed on small diameter drive samples (minus 1'/z inch fraction) of the coarse
granular subsoils are shown on Figures 7 through 17. Atterberg limits tests were
performed on the more clayey soils and indicate the existing fill soils and silt layers have
low plasticity. The laboratory testing is summarized in Table 1.
Groundwater was measured in the deeper borings between depths of about 18 and 30 feet.
The subsoils above the water level were typically moist. A summary of the groundwater
level measurements is presented on Table 2.
A subsurface study report by Paragon Consulting Group (2002) for an environmental site
assessment at the existing gas station was provided to us. Seven borings were drilled
down into the groundwater to a total depth of 40 feet. The boring logs indicate the
subsoils are mainly silty sand and gravel with cobbles and occasional sandy silt and silty
Job No. 105 291 C-t itech
-4-
clayey sand layers. Groundwater level was measured at depths of 35 to 36 feet in
November 2002.
ENGINEERING ANALYSIS
The natural granular soils encountered below the existing fill are suitable for support of
spread footings with moderate bearing capacity and relatively low settlement potential.
The proposed relatively deep cuts will tend to increase the risk of construction-induced
slope instability. We expect that excavations for below grade areas will require shoring
to maintain cut slope stability. Due to the extensive cuts, underpinning of nearby
buildings or facilities may also be needed depending on the relative bearing elevations.
The building foundation walls will need to be designed to resist appropriate lateral earth
(backfill) pressures. The proposed lower level of the parking garage and adjacent
basement level and is near to below the existing groundwater level. Excavation
dewatering will likely be needed throughout the entire building footprint for construction
in the dry.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory borings and the
nature of the proposed construction, we recommend the building be founded with spread
footings bearing on the natural granular soils.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on the undisturbed natural granular soils should be
designed for an allowable bearing pressure of 4,000 psf. Based on
experience, we expect settlement of footings designed and constructed as
discussed in this section will be up to about 1 inch and essentially occur
Job No. 105 291 Huh
-5-
during construction. We should conduct a settlement analysis when design
foundation loads have been determined.
2) The footings should have a minimum width of 24 inches for continuous
walls and isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover- above their bearing elevation for frost protection.
Placement of foundations at least 48 inches below exterior grade is
typically used in this area.
4) Continuous foundation walls should be reinforced top and bottom to span
local anomalies such as by assuming an unsupported length of at least 12
feet. Foundation walls acting as retaining structures should also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
5) All existing fill, debris from prior site development, topsoil and any loose
or disturbed soils should be removed and the footing bearing level
extended down to the relatively dense natural granular soils. Silt. and sand
soils may need to be subexcavated and backfilled with compacted sand
and gravel or with concrete. The exposed soils in footing areas should
then be moisture treated and compacted. If water seepage is encountered,
the footing areas should be dewatered before concrete placement.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
7) An IBC seismic site Class of C can be assurned for the foundation placed
in the relatively dense granular soils.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures up to about 12 feet tall which are laterally
supported and can be expected to undergo only a slight amount of deflection should be
designed for a lateral earth pressure computed on the basis of an equivalent fluid unit
weight of at least 50 pcf for backfill consisting of the on-site granular soils. Cantilevered
retaining structures up to about 12 feet tall which are separate from the building and can
be expected to deflect sufficiently to mobilize the full active earth pressure condition
Job No. 105 291 e tech
-6-
should be designed for a lateral earth pressure computed on the basis of an equivalent
fluid unit weight of at least 40 pcf for backfill consisting of the on-site granular soils.
Foundation walls and retaining structures greater than 12 feet tall should be designed for a
uniform lateral earth pressure in psf of 24 and 18 times the wall height in feet for the
restrained condition and active condition, respectively. Backfill should not contain
debris, vegetation, topsoil or oversized rock.
All foundation and retaining structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall or an upward
sloping backfill surface will increase the lateral pressure imposed on a foundation wall or
retaining structure. An underdrain should be provided to prevent hydrostatic pressure
buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 95% of the maximum,
standard Proctor density at a moisture content near optimum. Backfill in landscape only
areas should be compacted to at least 90% of the maximum standard Proctor density.
Care should be taken not to overcompact the backfill or use large equipment near the
wall, since this could cause excessive lateral pressure on the wall. Some settlement of
deep foundation wall backfill should be expected, even if the material is placed correctly,
and could result in distress to facilities constructed on the backfill. A higher compaction
level of 98% of standard Proctor density and use of coarse granular soils could be used to
help reduce the settlement risk.
We recommend granular soils for backfilling foundation walls and retaining strictures
because their use results in lower lateral earth pressures and the backfill will help the
subsurface drainage. Subsurface drainage recommendations are discussed in more detail
in the "Underdrain System" section of this report. Granular wall backfi contain
MMMM~
less than 15% passing the No. 200 sieve and h Zmaxiinum ize of :inches.
The lateral resistance of foundation or retaining wae a combinati on of the
sliding resistance of the footing on the foundation materials and passive earth pressure
Job No. 105 291
-7-
against the side of the footing. Resistance to sliding at the bottoms of the footings can be
calculated based on a coefficient of friction of 0.50. Passive pressure of compacted
backfill against the sides of the footings can be calculated using an equivalent fluid unit
weight of 400 pcf for dry backfill and 250 pcf for submerged backfill conditions. The
coefficient of friction and passive pressure values recommended above assume ultimate
soil strength. Suitable factors of safety should be included in the design to limit the strain
which will occur at the ultimate strength, particularly in the case of passive resistance.
Fill placed against the sides of the footings to resist lateral loads should be compacted to
at least 95% of the maximum standard Proctor density at a moisture content near
optimum.
FLOOR SLABS
The natural on-site granular soils, exclusive of existing fill and topsoil, are suitable to
support lightly loaded slab-on-grade construction. To reduce the effects of some
differential movement, non-structural floor slabs should be separated from all bearing
walls and columns with expansion joints which allow unrestrained vertical movement.
Floor-slab control joints should be used to reduce damage due to shrinkage cracking. The
requirements for joint spacing and slab reinforcement should be established by the
designer based on experience and the intended slab use. A minimum 4 inch layer of free-
draining gravel should be placed beneath basement level slabs to facilitate drainage. This
material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4
sieve and less than 2% passing the No. 200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on-site granular soils devoid of debris, vegetation, topsoil and oversized
rock.
UNDERDRAIN SYSTEM
Groundwater was encountered near to above the expected depths of the excavation and it
has been our experience in the area that the water level can rise and local perched
Job No. 105 291 Getech
-8-
groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen
ground during spring runoff can create a perched condition. We recommend below-grade
construction, such as retaining walls, basement areas and the below ground parking area,
be protected from wetting and hydrostatic pressure buildup by an underdrain system. As
an alternative, the structure could be designed to be watertight and resist potential
hydrostatic pressure uplift.
The underdrain should be comprehensive and consist of an underslab free-draining gravel
layer that is connected to perimeter and interior lateral drains. The perimeter drain should
consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert
level with free-draining granular material. The drain should be placed at each level of
excavation at least 2 feet below lowest adjacent finish grade and sloped at a minimum 1%
to a suitable gravity outlet. The interior lateral drains should consist of a perforated pipe
placed in gravel filled trenches on about 20 to 25 foot centers that connects to the
underslab gravel and sloped to a minimum '/:z% to the perimeter drain system. The pipe
invert of the perimeter. and interior lateral drains should be at least 2 feet below the lower
finished floor level. Free-draining granular material used in the underdrauz system should
contain less than 2% passing the No. 200 sieve, less.than 50% passing the No. 4 sieve and
have a maximum. size of 2 inches. The drain gravel backfill should be at least 2 feet deep
and extend up to at least the line of seepage in the cut face. A drainage mat should be
placed against the backside of the foundation wall that connects to the perimeter drain
gravel. A sump and pump system should be provided to remove the drain water as
needed. We should review the underdrain plan when it has been developed.
SITE GRADING
Excavation for the basement and below grade parking areas is proposed to be relatively
extensive and there is a risk of constriction-induced slope instability. Temporary cut
slopes steeper than about 1 %2 horizontal to 1 vertical should be supported with shoring or
stabilized. Possible methods of shoring consist of soldier pile and timber lagging, soil
nailing and micro piles. Soil nailing and tiebacks should be feasible where there is
adequate distance or easement back from the face of the excavation wall for nail or
anchor embedment of the reinforcement. The granular soils and existing fill materials
Job No. 105 291 GecPt~eCh
-9-
could tend to cave prior to constructing the shoring wall face. The subsoils are stratified
alluvial deposits and layers of higher silt fraction could limit the effectiveness of the nails
or anchors. The excavation shoring should be designed and built by qualified engineers
and contractors that specialize in the selected methods and that are familiar with the
subsurface conditions in the area. For preliminary design, the natural granular soils can
be assumed to have an internal friction angle of 34 degrees. a cohesion of 0 psf and a
moist unit weight of 130 pcf. We should review the proposed grading and excavation
shoring plans prior to construction.
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the building has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfi.ll should be adjusted to near optimum moisture and
compacted to at least 95% of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 6 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty either
express or implied. The conclusions and recommendations submitted in this report are
based upon the data obtained from the exploratory borings drilled at the locations
indicated on Figure 1, the proposed type of construction and our experience in the area.
JVU INV. 1VJ L71
-10-
Our services do not include determining the presence, prevention or possibility of mold or
other biological contaminants (MOBC) developing in the future. If the client is
concerned about MOBC, then a professional in this special field of practice should be
consulted. Our findings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory borings and variations in the subsurface
conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different from those described in this report, we
should be notified so that re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible for technical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein: We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
Respectfully Submitted,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
~='-Vn G'. ~_C~
Trevor L. Knell, P.E.
Reviewed by:
Steven L. Pawlak, P
TLK/ksw
cc: Alpine
N' L. P,q~tl
15222
A ~O/Z
The John Hardy Group - Trt-ri:.
eil
Speth, David Brooks
Job No. 105 291 GcMtech
REFERENCE
Paragon Consulting Group, 2002, Alpine Standard Limited Phase II Environmental Site
Assessment, 28 South Frontage Road, Vail, Colorado, Prepared for HB
Developinent Company, report dated December 16, 2002, Project Number
2002036.
Job No. 105 291
1 e4' '
a
O~
BORING
•
►
DURING 13
\ •
EXISTING
HOTEL
12
6
BORING 11• _ v
PROPOSED
-ABOVE-GROUND
BUILDING
FOOTPRINT
BORING 18
•
BORIIQG 17
O ~ o
I
a RING 2 i
• f a
in
BORING 7
r. s O
0
BORING 11 to
BORING 3
BORING 8
BORING 9 j
BORING 16 i / BORI 4
1 a
EXISTING GAS
STATION
BORING 10
,BORING 5 .d ~
VAIL ROAD
Note: Site pion provided by Alpine Engineering, Inc. Not for construction, for boring APPROXIMATE SCALE.•
location reference only.
1" = 60'
105 291 H
~A~y1 LOCATION OF EXPLORATORY BORINGS Figure 1
HE 'WORTH-PAWIAKGwmcHNjcAL
BORING 1
BORING 2
BORING 3
BORING 4
BORING 5
ELEV.=8162'
ELEV.=8166'
ELEV.=8168.5'
ELEV.=8171.5'
ELEV.=8171'
8175
8165
8
81
a~
I
C_
O
v'
Li 81
81
3/12
WC=5.4
+4-40
-200-16
5/12 T
5/10
,/12
/12
(4)
' 12/12
45/1,-
WC-1.
+4-5
-200-
65/12
36/12
+4-10
-200-
8115 33/12
+4-43
-200-10
8105
8175
(7)" (6)'
7/12
WC-20.6 8165
40/12 ° -20043
LL-36
PI-12
18/12
30/12 8155
WC-7.6
+4-31
-200-14
50/12
a~
m
LL-
I
22/12
0
WC-8.9
'
D
± 00-10
8135
m
w
50/12
Lower level floor
elevation - 8125'
8125
Note: Explanation of symbols is shown on Figure 6.
H
105 291 LOG OF EXPLORATORY BORINGS
8115
8105
Figure 2
BORING 6
BORING 7
BORING 8
BORING 9
BORING 10
ELEV.=8160'
ELEV.=8165.5'
ELEV.=8168'
ELEV.=8165'
ELEV.=8167.5'
8170
8
8'
i
81
81
(4)
(4)
T
18/12
16,
WC:-9.7
3)
T
T
-200-27
LL-28
Q;
24,
°
PI-8
WG
7/12
KOM
+4+
32/8,10/0
°
-21
42/12
35/12
WC-3.5
' -200=11
16/6,30/4
22/12
Lower floor level
elevation - 8125'
I•)
40,
17/
28/
+4-
-2C
70/12
8110
8100
Note: Explanation of symbols is shown on Figure 6.
8170
12/12
8160
7/6,20/2
18/6,10/2
+4=39
-200-13
20/6,10/1
8140
q)
38/12
0
v
8130
m
w
12/12
+4=30
-200-7
8120
8110
8100
105 291 LOG OF EXPLORATORY BORINGS I Figure 3
HEPWORT7+PAWlAK GEOI£CHNICAL
8160
BORING 11
BORING 12
BORING 13
BORING 14
BORING 15
ELEV.=8166'
ELEV.=8158'
ELEV.=8164'
ELEV.=8162.5'
ELEV.=8154.5'
8170
(4)
8160 24/12
WC-6.9
~+4-36
-200-1
0•
8/6,1 O/C
8150
, [7 8140
0
4)
LL-
-0
0
8130
w
F Lower level
elevation =
8020
8110
8100
27/12
"3)
18/6,50/6
12/12
0.
13/6,55/3
18/12
. cP
41/6,10/0
18/12
WC-5.5
WC-4.3
+4=22
+4-31
-200-9
-200-30
17/12
WC= 12.5
-
+4-26 =
0
-200-8-
50/4
. o°
20/12
+4=10
-200=9
20/5,10/0
50/12
27/12
51/12
WC-6.i
+4-25
-200-15
67/12
38/12
+4-18
-200-e
Note: Explanation of symbols is shown on Figure 6.
8170
8160
. 10
20/6,10/3
11/12
8140
a~
d
w
I
c
8130
v
w
70/9
-200=8
8020
J +4=17
-200-5
28/9,10/0
8110
8100
105 291 I LOG OF EXPLORATORY BORINGS Figure 4
Herwoin+P~wux GEOrECHHicwi.
8165
8155
8145
d
LL
I
c 8135
0
0
1 w
8125 _
8115
5/12
WC-24.4
-200-48
12/12
WC-26.7
-200-75
LL-25
PI-3
Lower floor level
elevotlon - 8125'
12/12
+4-27
-200-5
8105
BORING 16 BORING 17 BORING 18
ELEV.=8162.5' ELEV.=8163.5' ELEV.=8162'
(3) (4)
4)
60/12 20/3
Note: Explanation of symbols is shown on Figure 6.
8165
8155
8145
m
a~
LL.
8135
I
c
0
28/12
+4=40.
m
-200-11
La1
8125
22/12
8115
8105
105 291 I I LOG OF EXPLORATORY BORINGS I Figure 5
HEPW0fM+PAWLAK GE01McHNICAL
LEGEND:
ASPHALT or CONCRETE(*); number in parentheses next to log indicates thickness in inches.
V\j
FILL; silty to clayey sand and gravel with cobbles, possible small boulders at Boring 14, firm, moist,
dark brown to brown.
SAND (SM); slightly silty to silty, scattered gravel to gravelly, sandy silt layers at Boring 16, medium
dense, moist to wet below the groundwater level, brown.
rQ: SAND AND GRAVEL (SM-GM); stratified, silty, with scattered cobbles, medium dense to dense, moist
to wet below the groundwater level, brown.
GRAVEL (GM); sandy, with gravelly sand lenses, silty, with cobbles and boulders, medium dense to
dense, moist to wet below the groundwater level, brown.
Relatively undisturbed drive sample; 2-inch I.D. California liner sample.
Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586.
7/12 Drive sample blow count; indicates that 7 blows of a 140 pound hammer falling 30 inches were
required to drive the California or SPT sampler 12 inches.
Indicated % or 2-inch diameter, slotted PVC pipe installed in the boring to the depth shown.
Depth of free water measured in the boring on June 13, 2005. A water level summary. is provided in
` Table 2.
- 0 Depth at which boring caved following drilling.
T Depth of practical drilling refusal with solid flight and hollow stem augers.: Borings 2, 9; 15 and 18
were advanced to the bottom boring depth using rotary/percussion casing: advancer (ODEX).
NOTES:
1. Boring 1 was drilled on April 26, 2005 with 3 ~4'-inch I.D. hollow stem auger. Borings 2 through 17
were drilled on April 25 to 29, and May 12, 2005 with 4-inch diameter continuous flight power auger.
Borings 2, 9 and 15 were advanced past auger refusal with 6-inch diameter, rotary/percussion casing
advancer (ODEX) on June 3, 6 and 8, 2005. Boring 18 was drilled using only ODEX on June 6, 2005.
2. Locations of exploratory borings were measured approximately by pacing from features shown on the
site plan provided.
3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site
plan provided and checked by instrument level.
4. The exploratory boring locations and elevations should be considered accurate only to the degree
implied by the method used.
5. The lines between materials shown on the exploratory boring logs represent the approximate
boundaries between material types and transitions may be gradual.
6. Water level readings shown on the logs were made at the time and under the conditions indicated.
Fluctuations in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content ( % ) LL = Liquid Limit ( % )
+4 = Percent retained on the No. 4 sieve PI = Plasticity Index ( 7 )
-200 = Percent passing No. 200 sieve
105 291 I I LEGEND AND NOTES Figu
HEPWORTH-PAWLAKGr"=HHIcAL re 6
HYDROMETER ANALYSS
SEVE ANALYSS
24 NFL
7 HR
MME READNGS
U.S. STANDARD SERFS CLEAR SQUARE
OPE?RICS
C
100
10
90
20
0
W
80
30
Z
U
Q
70 Z
LW 40
¢
H
60
O_
SD
V
50
Z
W
W eD
U
I
a-
40
W
70
D_
30
80
20
90
10
100
G
p
~
.0m
.0=
.003 .009 .019 .037 .074
.180 .300 .800 1.18 2.38 4.75 9.512
519.0 37.5
70.2 152 203
DIAMETER
.
OF PARTICLES IN MILLIMETERS
127
CLAY TO SILT
FINE uerww w.vas rnrt COARc„E
GRAVEL 40 % SAND 44 % SILT AND CLAY 16
CODES
%
LIQUID
LIMIT %
PLASTICITY INDEX
SAMPLE OF: Silty Sand and
Gravel FROM: Boring -1 at 5 and 10
Feet, Combined
H7DROMETER ANALYSIS
SIEVE ANALYSS
24 HR.
7 HR
TIME READINGS
U.S STANDARD SERIES CLEAR SQUARE
OPE?INW
G
10
-go.
20
0
so
W
Z 30
a
70 Z
z
LJ 40
<
60 <
50
a
z
w
Z
z
w
W ~
U
LL
40
W
I,
70
a
30
80
90
10
10D
•00' •002 .005 OD9 .019 .037 .074 .150 •300 .800 1.18 2.38 4"75 9.512.5 19.0 37.5 78.2 12732 20
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SLT AND CRA
FNE urn~x.
wnrtx ~Ifit COARSE CO~ESS
GRAVEL 55 % SAND 35 % SILT AND CLAY 10
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Slightly Silty Sandy Gravel FROM: Boring 2 at 10 Feet
105 291 9A.L-Atx. ech GRADATION TEST RESULTS Figure 7
HEPWdR'tGwmcmacAL
24 HR 7 HR
0
100
10
90
20
0 60
z 30
a 70 Z
W 40 N
Q 60
z 50
z 50 Z
W LLJ
W 60
40 W
a
70 n
30
00
zo
90
10
100
0
.Dm .002 .005 .009 .019 D37 .074 .130 .300 •600 1.18 236 4.75 9.5 19.0 373 70.2 52 203
127
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT
COBBLES
FINE umuu rYUOQ cu COARSE
GRAVEL 10 % SAND 83 % SILT AND CLAY 7
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Slightly Silty Sand with Gravel FROM: Boring 2 at 40, Feet
HYDROMETER AWILTSIS SEW ANALYSIS .
24 HR 7 Ht TYE READOM U.S. STANDARD SI]aES CLEM SQUARE OPENl1GS
46 191. 15 M61 60NN. 19A6N. 4 ►Ull 1 MIN. R200 /100 f5O 00 }I8 /6 `/4 3/B' 3/4' 1 1/Y r 5"5' Ir
0
10
20
O
W
Z 30
Q
F-
W 40
D'
50
z
w
U
re 60
w
70
so
90
100
.001 .002 .005 .009 .019 .037 .074 .150 .300 .500 1.16 2.36 4.75 9.512-5 19.0 37.5 76.2 152 203
DIAMETER OF PARTICLES IN MILLIMETERS 1z7
CLAY TO SILT
F91E uEdlAl M~occ n~ wrKx C>]BBLES
GRAVEL 43 % SAND 47 % SILT AND CLAY 10
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Slightly Silty Sand and Gravel FROM: Boring 2 at 50 Feet
100
9o
so
U'
70 Z
U)
(n
o_
so Z
W
U
40 Q!'
W
d
30
20
t0
105 291 I I GRADATION TEST RESULTS I Figure 8
HEPWORTH-PAWIAK GFfY F -
HYDROMETER ANALYSIS SIEVE ANALYSIS
TIME READWGS U.S. STANDARD SERIFS CLEAR SQUARE OPEHNCS
24
45
0
1D
20
I]
W
Z_ 30
Q
H
W 40
0!
I- 50
Z
W
U
60
W
LL
70
80
90
24
45
0
10
20
O
W
Z_ 30
Q
H
W 40
H 50
Z
W
U
50
W
IL
70
so
90
100
90
80
U'
70 Z
In
U)
60 Q
EL
50 Z
W
U
40 W
0-
30
20
10
100 0
19.0 37.5 76.2 152 203
.001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.38 4.75 9.5125 127
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT RNE mm COARSE 1. COBBLES
GRAVEL 31 % SAND 55 % SILT AND CLAY 14 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Silty Sand and Gravel FROM: Boring 3 at 15;Feet
HYDROMETER ANALYSIS SIEVE 'ANALYSIS
TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
HR 7 HR
100
.001 .002 .005 .009 .019 .037 .074 .150 .300 .800 1.18 2.38 4.75 9.512-5 19.0 37.5 76.2 152 203
DIAMETER OF PARTICLES IN MILLIMETERS 127
CLAY TO SILT O COBBLE
FINE MEDIUM COARSE INE (YLRg
:F -F S
GRAVEL 46 % SAND 44 % SILT AND CLAY 10 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Slightly Silty Sand and Gravel FROM: Boring 3 at 30 Feet
0
Z
Fn
V)
Q
H
Z
W
U
W
IL
105 291 I GRADATION TEST RESULTS I Figure 9
24
45
0
10
20
0
W
Z 30
Q
F-
L►1 40
cr
F- 50
Z
W
U
jr 80
W
a
70
Bo
90
CLEAR SQUARE OPE
NINGS
100
90
80
CSI
70 ?
cn
in
0 Q
8
o_
F-
50 Z
W
U
40
W
o
_
30
20
10
100
0
.001 .002 .005 .009 .019 .037 .074 .150 .300 .800 1.18 2.38 4.75 9.512.519.0 37.5 78.2 152 203
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY 70 SILT FINE 'Mm I COARSE FIRE m,nc ES
GRAVEL 11 % SAND 79 V. SILT AND CLAY 10 %
LIQUID LIMIT PLASTICITY INDEX
SAMPLE OF:. Slightly Silty Sand with Gravel . FROM:.Boring 8 at 10?Feet
24
45
0
10
20
W
Z 30
F-
UN J 40
F- 50
Z
W
U
Ir 80
W
iL
70
80
90
100
.001 .002 .005 .009 .019 .037 .074 .150 .300 •600 1.18 2.38 4.75 9.5 37.5 78.2 152 203
12
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT FINE MEDIUM rnic FINE COWLES
GRAVEL 50 % SAND 42 % SILT AND CLAY 8 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Slightly Silty Sand and Gravel FROM: Boring 9 at 40 Feet
J
1
1
1
1
105 291 ucoW^~ 1 GRADATION TEST RESULTS I Figure 10
HYDROMETER ANALYSIS SIEVE ANALYSIS
I TIME READINGS U.S. STANDARD SERIES
HR. 7 HR
r--
24
.c
20
O
W
Z_ 30
Q
H
W 40
H- 50
Z
W
U
a' so
W
o_
70
Bo
90
100
90
80
0
70 Z
W
80 Q
IL
H
50 Z
W
U
40
W
IL
30
20
10
100
.001
.002 .005 .009 .019 .037
.074 .150 ,300 800 1.18 2.38 4.75 931 , 19.0 373 78.2
0
52 203
DIAMETER OF PARTICLES IN MILLIMETERS
127
-
CLAY M SILT
I uFnlUU m~xr nur
FINE
COBFILES
GRAVEL 39 %
-
w..Rac
SAND 48 % SILT AND CLAY 13 %
LIQUID LIMIT %
PLASTICITY INDEX %
SAMPLE OF:. Silty Sand
and Gravel FROM: Boring 10 at 14 1/2 and 19 1/21` Combined
" -
HYDROMETER ANALY515..
_ SAVE ANALYSIS
24 HR,
TaIE READINGS
7 HR
U.S. STANDARD SERIES CLEAR SQUARE OPENIN
GS
45 MIN. 15 MIN. OWK 19MIN. 4 MIN. 1 MIN.
X200 ; 0100 , /50 /30 *18 04, 318' 314' 1 3'
re'' r
10
:90- -
k
id
20
80
W
Z
3WD
U
70 Z
H
in
W
40
N
of
80
0_
~
~
H
z
50
W
U
W
W
U
O
40
W
70
a
30
80
20
90
10
100
0
•001 002 •005 •009 •019 .037 .074 .150 ,300 300 1.18 2.38 4.73 9.512.5 19.0 37.5 78.2 12752 203
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT FINE SMAFN
rnuu m~wcc nNE COBBLES
GRAVEL 30 % SAND 63 % SILT AND CLAY 7 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Slightly Silty Gravelly Sand FROM: Boring 10 at 39.5 Feet
105 291 I I GRADATION TEST RESULTS I Figure 11
HEPwOPn P- .r r
HYDROMETER ANALYSIS SIEVE ANALYSIS
HR. 7 HR TIME READINGS US, STANDARD SERIFS CLEAR SQUARE OPEINGS
24
45
0
10
20
W
Z_ 30
Q
f-
LLJ 40
Off
50
z
w
U
60
W
a_
70
50
90
HYDROMETER ANALYSIS SIEVE ANALYSIS
TIME READINGS U.S. STANDARD SERIES
7 HR
CLEAR SQUARE OPENINGS
100
90
8o
70 Z
V)
Go Q
a_
F-
50 Z
w
U
40 W
n.
30
20
10
100
0
.001 .002 .005 .009 .019 .037 .074 .150
.300 .800 1.18 2.38 4.75 9.512.5 19.0 37.5 78.2 152 203
127
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY 70 SILT FlNE
MEDHIM COARSE FlN
E COARSE COBBLES
GRAVEL 36 % SAND
50 % SILT AND CLAY 14 %
LIQUID LIMIT %
PLASTICITY INDEX
%
SAMPLE OF: Silty 'Sand and Gravel
FROM: Boring 11
at 5,1/2 and 10 1 /2, . Combined
HYDROMETER ANALYSIS
SIEVE ANALYSIS
TIME READINGS U.S. STANDARD SERIES
24 MR
7 HR
CLEAR SQUARE OPENINGS
.
45 MIN. 15 MIN. SOMIN. IMN. 4 MIN.' 1 MIN. POO .#IDO
05D - #30 , IFIS 05 04 3
1 1/2- 3- W
/r 3/4
10
~oc
.001 .002 .005 .009 .019 .037 .074 .150 .300 .800 1.18 238 C75 9.5 37.5 78.2 152 203
127
DIAMETER OF PARTICLES IN MILLIMETERS
SAN
CLAY TO SILT A ME MEDIUM COARSE FINE OARSE COBBLES
GRAVEL 31 % SAND 60 % SILT AND CLAY 9
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Slightly Silty Gravelly Sand FROM: Boring 12 at 15 Feet
■114 lu wm. Oum1m. IUMIN. 4 mm. 7 WIL fzm fiuu fou f-Ij via fa K - • - - - - -
CSI
Z
ch
Q
a
z
w
U
D:
L►J
105 291 Cn GRADATION TEST RESULTS Figure 12
r--
HYDROMETER ANALYSS SEW ANALYSS
nME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
24 HR 7 HR
45 MIN. 15 MIN. 60MN. 19MN. 4 MIN. 1 MIN. /200 /100 #50 /30 /18 00 /4 3/8' 3/4' 1 1/2' 3' 5'8' W
0 i i . . . :
10
20
D
W
_Z 30
Q
H
W 40
H 50
Z
W
U
tr 80
W
Q.
70
i
90
90
100
go
80
U
70 Z
U)
In
60 Q
Q_
50 Z
W
U
40 W
0-
30
20
10
100 0
.001 .002 .005 .009 .019 .037 .074 .150 -300 •600 1.18 2.36 4.75 9.512.5 19.0 37.5 70.2 152 203
127
DIAMETER OF PARTICLES IN MILLIMETERS ffi~m CLAY TO SILT FINE MED61Y CDARSE FINE rn.eQ Coemm
GRAVEL 26% SAND 66 % SILT AND CLAY 8 %
LIQUID LIMIT % PLASTICITY INDEX
SAMPLE OF:- Slightly Silty Gravelly'Sand FROM: Boring, 12 at 2O-Feet
HYDROMETER ANALYSIS I SIEVE ANALYSS I
' TIME READINGS W& MWnAon SERIES CLEAR SQUARE OKMNGS
24
HFL 7 HR -D-
45 MOL 15 MIN. 50MIN. #100 #50 OW #1 #4 3/r3/4.7 1/2 3 51
0
741
10
20
D
W
Z 30
Q
F-
W 40
d:
H 50
Z
W
U
M 60
W
Q_
70
80
90
100
.001 .002 .005 .009 .019 .037 .074 .150 .300 •6W 1.18 2.36 4.75 9.5 37.5 78.2 152 203
127
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT FINE MEDIUM COARSE FINE COARSE COBBLES
GRAVEL 22% SAND 48 % SILT AND CLAY 30%
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Silty Gravelly Sand FROM: Boring 13 at 20 Feet
105 291 1 1 GRADATION TEST RESULTS I Figure 13
HYDROMETER ANALYSIS SIEVE ANALYSIS
TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
24 HR. 7 HR 1 1/2' 3' S~B~ 8'
45 MIN. 15 MIN. 60MIN. 19MIN. 4 MII. 1 MIN. /200 #100 #50 030 /18 05 /4 3/B' 3/4- 0
10
20
W
_Z 30
Q
H
W 40
H 50
Z
W
U
x 60
W
70
24
20
iz)
W
Z 30
Q
W 40
50
Z
W
U
it so
W
a.
70
80
90
80
90
100
90
80
U
70 Z
t!i
6o Q
a_
I-
50 Z
W
U
40 W
IL
30
20
10
100 ` 0
.001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.38 4.75 9.512.5 19.0 37.5 76.2 152 203
127
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT FINE MEDNN/ COMM FEE COARSE COBBLES
GRAVEL 10% SAND 81 % SILT AND CLAY 9 %
LIQUID LIMIT % PLASTICITY INDEX
SAMPLE OF: Slightly Silty Sand with Gravel FROM:--Boring 13 at 40 Feet
Z
Q
d
Z
W
U
a'
W
a-
100
.001 .002 .005 .009 .019 .D37 .074 .150 •300 .600 1.18 138 4.75 9.512.5 19.0 37.5 78.2 152 203
127
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT SAN COBBLES
FINE MEDIUM COARSE A
FINE COARSE
GRAVEL 257. SAND 60 % SILT AND CLAY 15%
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Silty Gravelly Sand FROM: Boring 14 at 15 and 20 Feet, Combined
105 291 1 C-
I GRADATION TEST RESULTS Figure 14
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HYDROMETER ANALYSIS
11ME READINGS
7 HR
SIEVE ANALYSIS
U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS I
l #30 016 00 f4 3/8' 3/4' 1 112' 3' 5'6' 8'
100
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152
203
.
127
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT GRAVEL
FINE I MEDIUM COARSE FINE COARSE
COBBL
ES
GRAVEL 18% SAND 74% SILT AND CLAY
8
%
LIQUID LIMIT % PLASTICITY INDEX
%
SAMPLE OF: Slightly Silty lGravelly', Sand FROM: Boring 14 at0 Feet
HYDROMETER ANALYSIS, I - - SEW ANALYSIS i
I
TIME READINGS - - 'U.S'STANDARD SERIES CLEAR SQUARE OPENINGS
24 HR. 7 HR _
o -MIN. 15 MIN. 60MIN.-19MIN. 4 MN. 1 MN. _/200 #1.00 f5O _ 00 _ /18^ 05 /4 3/8' 3/4`
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152
203
125
DIAMETER OF PARTICLES IN MILLIMETERS
127
CLAY TO SILT GRA
FlNE MEDIUM COARSE FlNE COARSE
COBBL
ES
GRAVEL 55% SAND 37 % SILT AND CLAY
8
%
LIQUID LIMIT % PLASTICITY INDEX
%
SAMPLE OF: Slightly Silty Gravelly Sand FROM: Boring 15 at 30 Feet
OUMII~. IYMIII. • MII~1. 1
105 291 1 I GRADATION TEST RESULTS Figure 15
2
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81
91
HYDROMETER ANALYSIS SIEVE ANALYSIS
TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
4R. 7 HR
100
IAN. 15 MIN.
SOMIN. 19MII.
4 MIN. 1 MIN.
X200
+100
/50
/30
/18
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s/tf
3/4
o c
.001 .002 .005 .009 .019 .037 .074 .150 .300 .800 1.18 238 4.75 9.5 37.5 78.2 152 203
127
DIAMETER OF PARTICLES IN MILLIMETERS ffit[M CLAY TO SILT FINE MEDIUM COARSE ME COARSE COBBLES
GRAVEL 17% SAND 78% SILT AND CLAY 5 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF:.. Slightly Silty Sand with Gravel FROM: Boring 15 at 34 to 35 Feet
HYDROMETER ANALYSIS I SIEVE ANALYSIS
TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS l
24 m YD
45
0
10
20
W
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H 50
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.001 .002 .005 .009 .019 .037 .074 .150 " •800 1.18 2.38 4.75 9.512.5 19.0 37.5 78.2 152 203
DIAMETER OF PARTICLES IN MILLIMETERS 127
CLAY TO SILT SAND COBBLES ffi~M FINE MEDIUM COARSE FINE COARSE
GRAVEL 40% SAND 49 % SILT AND CLAY 11 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Slightly Silty Sand and Gravel FROM: Boring 18 at 30 Feet
105 291 1 I GRADATION TEST RESULTS I Figure 16
HYDROMETER ANALYSIS SIEVE ANALYSIS
TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
24 HR 7 HR
D 45 MIN. 15 MIN. BOMIN. 19MIN. 4 MIN. 1 MIN. 0200 /100 /50 /30 /I6 06 /4 318' 3/4' 1 1/2' 3' 5'6' 8' 100
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127
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT SAND FINE MEDIUM COARSE
FlNE COARSE COF1131E5
j- 'MU I
GRAVEL 27% SAND 68 % SILT AND CLAY 5 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Slightly Silty Gravelly Sand FROM: Boring 18 at 50 Feet
105 291 n GRADATION TEST RESULTS Figure 17
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