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1. CONTRACTOR TO VERIFY EXISTING 51TE INFORMATION, INCLUDING STRUCTURES, UTILITIES, PROPERTY LINES, LIMITS OF
ROADNAY5, AND CURBS AND GUTTER, THAT MAY EFFECT THE SCOPE OF NORK PRIOR TO BEOINNIN6 SITE CONSTRUCTION.
2. EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO 5HON EXACT LOCATION. THE LANDSCAPE
ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR 'STRUCTURES NOT 5HOHN OR DETAILED
AND INSTALLED BY ANY OTHER CONTRACTOR. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE LOCATION
DURING ALL PHASES OF THE NORK. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES OR
5TRUCTURES AND ANY IN- IURIE5 THEREFROM. RESTORATION OF ANY UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE AT
THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OMER, ANY ADJUS"s MENT5 OF PROP05ED NORK HILL BE
APPROVED BY LANDSCAPE ARCHITECT. ADJUSTMENTS OF PLANT MATERIAL DUE TO CONFLICTS WITH UTILITIES SHALL BE
APPROVED BY OWNER OR LANDSCAPE ARCHITECT. CALL UNDERGROUND LOCATES a WOA22.Id6'1, 1 MEEK PRIOR TO
PLANTING.
3. PROVIDE OWNER OR LAND50APE ARCHITECT WITH NOTIFICATION OF ALL D15GREPANCIE5 BETWEEN EXISTING AND PROP05ED
51TE IMPROVEMENTS.
4. LANDSCAPE CONTRACTOR SHALL TAKE ALL NECE55ARY STEPS AS REQUIRED TO PROPERLY PROTECT AND MAINTAIN H15
WORK. FOR THE DURATION OF THE CONTRACT.
RAGT.
5. ALL HORK SHALL COMPLY KITH ALL APPLICABLE CODES AND ORDINANCES.
6. NOTES AND DETAILS ON SPECIFIC DRAWiN65 TAKE PRECEDENCE OVER 6ENERAL NOTES AND TYPICAL DETAILS.
'T. NO SUBSTITUTIONS FOR ANY MATERIALS SPECIFIED 514ALL BE MADE WITHOUT LAN05CAPE ARCHITECT'S OR OWNER'S
APPROVAL.
a. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RE5PON515ILITY TO CONFIRM ALL DE51GN CRITERIA AS NOTED BY THE
DRAWING OR TECHNICAL SPECIFICATIONS. ANY DISCREPANCIES, DELETIONS, ADDITIONS, OR ALTERATIONS TO THE DRANIN05
OR SPECIFICATIONS SHALL BE PRESENTED IN WRITING TO THE PROJECT LANDSCAPE ARGHITE T PRIOR TO INSTALLATION.
9. CIVIL EN6INEERIN6 15 THE RESPONSIBILITY OF THE CLIENT OR GENERAL CONTRACTOR.
10. 6ENERAL CONTRACTOR TO BRING ROUGH 6RADE WITHIN +/- 0.25' OF FINISHED GRADE 4 LANDSCAPE CONTRACTOR TO
FINISH GRADE.
11. ALL WORK AND PARTS 5HALL BE HARRANTIED FOR A MINIMUM OF ONE YEAR FROM DATE OF COMPLETION.
12. A MINIMUM OF 45 HOURS NOTICE 15 REQUIRED FOR ALL MODIFICATIONS, REVIEH * APPROVAL REQUE5T5 TO LANDSCAPE
ARCHITECT.
13. AT COMPLETION OF ALL NORK OUTLINED IN THESE PLANS THE LANDSCAPE CONTRACTOR SHALL CONT ACT THE OWNER AND
ARRANGE A NALK THROUGH TO DETERMINE T14AT ALL ASPECTS OF HORK ARE COMPLETED. NORK MUST BE FULLY
COMPLETED ACCORDING TO ALL PLANS AND 5PECIFICATIONS AND MU5T BE COMPLETE IN 600D N.ORKMAN5HIP MANNER
AND MUST BE ACCEPTED BY THE OHNER IN HRITIN6 PRIOR TO THE BE6INNIN6 OF THE MAINTENANCE PERIOD.
14. OWNER OR AUTHORIZED REPRESENTATIVE MAY COMPLETE PORTIONS OR ALL OF APPROVALS AND HORK OUTLINED IN NOTES
IN LIEU OF LANDSCAPE ARCHITECT.
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1. 51LT FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF CONSTRUCTION AS NEEDED TO PREVENT ER05ION AND
SEDIMENTATION. A CONSTRUCTION FENCE HILL BE PLACED AT THE LIMIT OF DISTURBANCE HHERE THE SILT FENCE OR HAY
BALES ARE NOT USED.
2. ALL TREES WITHIN THE LIMITS OF D1511PBANCE THAT ARE TO BE PRESERVED SHALL BE PROTECTED: AT EVERGREEN
TREES HITH 5NON FENCING AT DRIP -LINE; AT DECIDUOUS TREES U5E SNOH FENCING AT DRIP -LINE. IF YOU CANNOT PROVIDE
5NOH FENCE a DRIP-LINE DUE TO CONSTRUCTION PROXIMITY, WRAP TRUNK HITH PLASTIC CORRUGATED CULVERT SECTIONS
TO A HEIGHT OF 6° OR TO FIRST MAJOR BRANCH. IF IT 15 NECE55ARY TO DRIVE HITHIN THE DRIP -LINE OF THE TREE,
CONTRACTOR 5HALL INSTALL 4" OF BARK MULCH OR WOOD CHIPS IN A RING EXTENDING FROM THE TRUNK TO THE TREE'S
DRIP LINE.
3. SPECIAL CARE NEEDS TO BE TAKEN FOR TREES WITHIN CONSTRUGTION ACCESS ROUTE AND NORK AREAS. PLASTIC
CORRUGATED CULVERT SECTIONS HITH INTERIOR INSULATION OF 1.5" MIN. TO SURROUND TREE TRUNK TO A NE16HT OF 6 OR
TO FIRST MAJOR BRANCH.
4. ERECT AND MAINTAIN TEMPORARY FENCIN6 AROUND TREE PROTECTION ZONES BEFORE 5TARTING 517E CLEARING. REMOVE
FENCE HHEN CONSTRUCTION 15 COMPLETE. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL
HITHIN FENCED AREA. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC HITHIN FENCED AREA. MAINTAIN FENCED
AREA FREE OF WEEDS AND TRASH.
5. DO NOT EXCAVATE HITHIN TREE PROTECTION ZONES, UNLE5N 5 OTTHERH15E INDICATED. HH>~RE EXCAVATION FOR NEN
CONSTRUCTION 15 REQUIRED HITHIN TREE PROTECTION ZONE-5, HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT
SYSTEMS. U5E NARROH -TINE SPADING FORKS COMB SOIL TO EXPOSE ROOTS AND CLEANLY CUT ROOTS AS OL05E TO
EXCAVATION AS POSSIBLE.
5.1. COVER EXPOSED ROOTS H" BURLAP AND HATER RE6ULARLY.
5.2. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY REDIRECTED AND
COVERED HITH SOIL.
5.3. COAT CUT FACES OF ROOT5 MORE THAT 15" IN DIAMETER NIT 14 AN EMULSIFIED ASPHALT OR OTHER APPROVED
GOATIN6 FORMULATED FOR USE ON DAMAGED PLANT TISSUES.
5.4. BACKFILL HITH 501L AS 50ON AS POSSIBLE
6. ALL DISTURBED AREAS NOT DE516NATED AS SHRUB 5ED5, PERENNIAL BEDS, OR LANN SHALL BE REVE6ETATED KITH THE
SPECIFIED SEED MIXTURE. SEE PLANTING NOTES #11-20 FOR MORE INFORMATION.
1. PROVIDE SILT FENCE OR 5NOH FENCING AROUND ALL REVE6ETATED AREAS FOR A MINIMUM OF ONE YEAR PERIOD OF
I�STAI$LISHM NT (THO YEA" 10VAW, P^IgTlC*U1.^R1,.Y ft>Ft OMW90 5A4P J
1. ALL CONCRETE AND /OR STRUCTURAL WALLS SHALL BE REINFORCED AND MEET STRUCTURAL ENOINEER`5 5PECIFIGATION5.
2. REFER TO 517E PLANS AND DETAILS FOR SIZE, TYPE, COLOR, QUALITY, AND FIN15H OF ALL HARD50APE MATERIALS.
3. STONE HALLS SHALL EXTEND A MINIMUM OF 6" BELOW FINISHED GRADE AT THE BOTTOM OF THE WALL.
4. ALL SUB ORADE DELON HAR05CAP
r-UBSTITUTING ANY
MATERIALS.
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PLANT1 NC NOTES � SPEG I F I GATI ONS:
1. THE PLANTING PLAN 15 DIA6RAMMATIG. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING
LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE
PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LE6END(W.
2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS
SHOWN.
3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, HHERE WEEDS ARE PRESENT, PER MANUFACTURERS
SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION NORK. WEEDS SHALL BE ALLOWED TO
COMPLETELY DIE BACK, INGLUDIN6 THE ROOT5 BEFORE BE61NNiN6 WORK.
4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF D15EA5E5 4 PESTS.
5. ALL CONTAINERIZED PLANTS NEED TO BE TO EDGE OF CONTAINER 4 HOLD ROOT BALL TOGETHER.
6. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PL.ANTiN6 AREAS SHALL BE MOISTENED.
1. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL
ROOT BALL OR CONTAINER VOLUME.
8. PERENNIAL BEDS SHALL BE BACKFILLED HITH A 3 :1 RATIO OF TOPSOIL $ COMPOST TO A DEPTH OF W.
*f. ALL TREES SHALL HAVE THE ROOT CROWN PLANTED 2" ABOVE THE 5URROUNDIN6 FIN15HEP GRADE. ALL 5HRU55 SHALL
HAVE THE ROOT CROWN PLANTED I" ABOVE THE SURROUNDING FINISHED GRADE.
10. ALL TREES SHALL HAVE ALL THINE OR OTHER BINDING MATERIAL REMOVED AROUND CROWN OF TRUNK. ALL TREES SHALL
HAVE BURLAP AND BINDiN6 MATERIALS PULLED BACK FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR
TO 13ACKFiLLIN6.
II. ALL SHRUB BEDS AND TREE HELLS HILL BE MULCHED WITH THO (2) INCHES SHREDDED BARK MULCH THROUGHOUT ENTIRE
BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER, BUT BE TOP DRESSED WITH I" COMPOST.
CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LAND50APE ARCHITECT PRIOR TO INSTALLATION.
12. EVERGREEN TREES 14'+ IN HEIGHT AND ALL DECIDUOUS TREES ARE TO BE STAKED KITH 5 FOOT STEEL 'T' STAKES AND
GUYED HITH 12 6AU6E, GALVANIZED HIRE AND 1 -1/2 INCH HIDE GREEN NYLON TREE 5TRAP5. STAKES ARE TO BE REMOVED
3 YEARS FROM DATE OF INSTALLATION UNLESS OTHERHI5E APPROVED BY OHNER OR LANDSCAPE ARCHITECT.
13. ALL EVERGREEN AND DECIDUOUS TREES SHALL BE PROVIDED HITH AN "EARTHEN SAUCER" AT ITS BASE. SAUCERS ARE TO
BE CONSTRUCTED HAVING A MINIMUM SHALLOH DEPTH OF FOUR (4) INCHES. SAUCERS SHALL BE INSTALLED ON DOWNHILL
SIDE ONLY NHEN PLANTIN65 OCCUR ON A HILLSIDE.
14. ALL NEHLY PLANTED TREES d SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING HITH 51050L MIX, ALL- PURPOSE
FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN KITH BACKFILL.
15. ALL PLANTING SHALL 13E COMPLETED DURING THE NORMAL 6RONIN6 SEASON; NO PLANTING SHOULD OCCUR DURING
INCLEMENT OR FREEZIN6 HEATHER.
16. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOP501L NATIVE TO THE SITE 15
PREFERRED IF AVAILABLE. IF TOP501L 15 NEEDED FROM OFF5ITE, THE TOP501L AND COMPOST ARE TO BE APPROVED BY
LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL 6" TOP501L d 2" COMPOST, AND TOP
DRE55 HITH 1" COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 3" TO ESTABLISH ALL TURF AREAS,
SHRUB BEDS, d TREE PLANTiN66. A DEPTH OF i" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVE6ETATION, AND
FOR THE AMENDED BACKFILL OF ALL NEH TREES AND 5HRU55. SCARIFY EXISTING 501L SURFACE PRIOR TO THE ADDITION
OF TOP501L TO FORM AN ADEQUATE BOND. FOR FIN15H 6RADIN6, SOIL SURFACE SHOULD BE A L005E MOIST SURFACE.
PLANTING SHOULD OCCUR HITHIN 10 DAYS OF SURFACE PREPARATION.
I'i. PREPARATION OF NATIVE 64RA55 AREAS HILL INCLUDE THE FOLLOWING:
17.1: L005EN 5OIL TO A MINIMUM OF 4 " DEPTH. REMOVE 5TONE5 OVER 2" IN DIAMETER, STICKS, ROOTS, RUBBISH, AND
EXTRANEOUS MATTER.
1'1.2: DISTRIBUTE i" OF TOP501L TO BE CULTIVATED INTO NATIVE SOIL.
1"13: GRADE AREAS TO A SMOOTH, FREE DRAININ6 EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE.
REMOVE R1D6E5 AND FILL DEPRESSIONS AS REQUIRED TO DRAIN.
17.4: ONE APPLICATION OF A DI- AMMONIUM PH05PHATE FERTILIZER, 18 -46 -0, SHALL BE BROADCAST PRIOR TO 5EEDIN6
AT A RATE OF e� LB5. PER 1000 S.F.
15. ALL DISTURBED AREAS TO BE REVE6ETATED HITH NATIVE 6RA55 5EED MIX SOHN N1TH THE FOLLOHIN6 MIX AT A RATE OF
42 L55. PER ACRE:
15% CREEPING RED FESCUE
5% SHEEP FESCUE
25% ARIZONA FESCUE
30% CANADA BLUEGRA55
10% IDAHO FESCUE
15% SLENDER HHEAT6RA55
1q. MULGH ALL SEED SOHN AREAS HITH I" - 2 " OF CERTIFIED NEED FREE 5TRAH OR HAY, ALL STRAW AREAS ARE TO BE
TACKIFIED WITH APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 L55. / ACRE, OR HYDROMULCH.
20. ALL 5EED SOHN AREAS ARE TO BE LIGHTLY RAKED A" INTO THE SOIL AND IRRIGATED.
21. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT RE6ARDIN6 ITS POLICY ON PLANT
GUARANTEE AND REPLACEMENT TO THE OHNER. EACH 6UARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF
REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO THE 510KNE55 OR DEATH OF A PLANT FOR A PERIOD OF ONE -YEAR
FOLLGHI1,46 THE PLANT'S INSTALLATION. NURSERY STOCK IS NOT GUARANTEED A6AINET FLOOD, OHNER NEGLECT,
VEHICULAR OR LAHN MOVER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR HILDLIFE).
22. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EXI5TIN6 LAN05CAPED AREA, DAMAGE INCURRED IS TO BE
REPAIRED AT THE CONTRACTOR'S COST.
23. TURF FOOD 10 -5 -5 OR 14-5 -5 ORGANIC FERTILIZER ('RICH LANN' BRAND OR EOUIVALENT) SHALL BE APPLIED TO ALL NEH
SEEDED AREAS PER MANUFACTURER'S 5PEGIFICATION5.
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30 January 2013
TOY Submittal: 22 April 2013
Final DRB Revisions: 13 June 2013
Title:
NOTES & DETAILS
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VAIL VILLAGE, SIXTH FILING
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TOV Submittal: 22 April 2013
Owner Review: 2 May 2013
Revised: 21 May 2013
Final QRB Revisions: 13 June 2013
Title:
SITE PLAN
Scale:
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Sheet:
L 1
O Ceres Plus, LLC. 2013
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LOT 1, BLOCK 2
VAIL VILLAGE, SIXTH FILING
PLANT LEGEND
SYMBOL 01Y. BOTANICAL M#&,E COMMON NAME 51ZE
I PIGEA PUN&EN5 COLORADO 5PRA,;GE 14' HT.
8 PIGEA PUN6EN5 COLORADO 5PRJJ,--E 16' HT.
I PIGEA PUN6EN5 COLORADO 5PRUCE WHT.
14 PIGEA PUN(5EM COLORADO SPRUCE 20' HT.
15 POPULM TREMULOIDES QUAKING A5PEN 2* CALIPER
20 POPULUS TREMULOIDES QUAKING A5PEN 3" CALIPER
0 2 CHARACTER EVERGREEN 12' HT. 045
+ 4 PIGEA PUN6EN5 ' MONTGOMERY' MONTGOMERY 5PRIZE 4'B413
5OR13ARIA 50PBIFOLIA URAL FAL5E5PIREA 5 GAL.
0 2 5 PIGEA PUN6EN5 '6LO505A' DKARF (91-OBE 6REEN 51 134B
4-3 OALAMAeRO515 ACUTIFLORA FEATHER REED ORA% 5 GAL.
'KARL FOER5TER'
31 HELICTOTRICHON BLUE AVENA &RA55 5 6AL.
5EWIERVIREN5
1500 1 GAL.
—5
ASSORTED GROUND COVERS AND PERENNIAL FLOWERS
5 FLATS
REVE6ETATE ALL DISTURBED AREA5 WITH NATIVE 6RA55 4
WILDFLOWER 5EEP MIX
NOTE-5.- DRIP IRRIGATION 5HALL BE PROVIDED TO ALL PROPOSlW TREE5 4 5HRU55. POP-UP 5PRAY
IRRIGATION 5HALL M PROVIDED AT ALL PERENNIAL FLOWER 4 6ROVNDOOVEP, AREA5. TEMPORARI
ROTOR IRRIGATION 5HALL BE PROVIDED AT ALL REVE&ETATED AREA5.
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BUILDING OUTLINE
LOT 1, BLOCK 2
VAIL VILLAGE, SIXTH FILING
PLANT LEGEND
SYMBOL 01Y. BOTANICAL M#&,E COMMON NAME 51ZE
I PIGEA PUN&EN5 COLORADO 5PRA,;GE 14' HT.
8 PIGEA PUN6EN5 COLORADO 5PRJJ,--E 16' HT.
I PIGEA PUN6EN5 COLORADO 5PRUCE WHT.
14 PIGEA PUN(5EM COLORADO SPRUCE 20' HT.
15 POPULM TREMULOIDES QUAKING A5PEN 2* CALIPER
20 POPULUS TREMULOIDES QUAKING A5PEN 3" CALIPER
0 2 CHARACTER EVERGREEN 12' HT. 045
+ 4 PIGEA PUN6EN5 ' MONTGOMERY' MONTGOMERY 5PRIZE 4'B413
5OR13ARIA 50PBIFOLIA URAL FAL5E5PIREA 5 GAL.
0 2 5 PIGEA PUN6EN5 '6LO505A' DKARF (91-OBE 6REEN 51 134B
4-3 OALAMAeRO515 ACUTIFLORA FEATHER REED ORA% 5 GAL.
'KARL FOER5TER'
31 HELICTOTRICHON BLUE AVENA &RA55 5 6AL.
5EWIERVIREN5
1500 1 GAL.
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ASSORTED GROUND COVERS AND PERENNIAL FLOWERS
5 FLATS
REVE6ETATE ALL DISTURBED AREA5 WITH NATIVE 6RA55 4
WILDFLOWER 5EEP MIX
NOTE-5.- DRIP IRRIGATION 5HALL BE PROVIDED TO ALL PROPOSlW TREE5 4 5HRU55. POP-UP 5PRAY
IRRIGATION 5HALL M PROVIDED AT ALL PERENNIAL FLOWER 4 6ROVNDOOVEP, AREA5. TEMPORARI
ROTOR IRRIGATION 5HALL BE PROVIDED AT ALL REVE&ETATED AREA5.
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TOV Submittal: 22 April 2013
Owner Review: 2 May 2013
Final DRB Revisions: 13 June 2013
Title:
PLANTING PLAN
Scale:
I 10,
Sheet:
L2
I Ceres Plus, LLC. 2013
o'
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LANDSGAPE AREA LEO END
IMPERVIOUS LANDSCAPE AREA
PERVIOUS LANDSCAPE AREA
4,531 S.F.
H.1% OF TOTAL LOT AREA
3,800 S.F.
11.296 OF TOTAL LOT AREA
1'168 S.F.
8.O% OF TOTAL LOT AREA
12.1% OF TOTAL LANDSCAPE AREA
12,136 S.F.
55.1% OF TOTAL LOT AREA
e0.396 OF TOTAL LANDSCAPE AREA
M
TOTAL NON - LANDSCAPE AREA:
8,131 S.F.
3&.cl% OF TOTAL LOT AREA
TOTAL LANDSCAPE AREA:
13,W4 S.F.
63.1% OF TOTAL LOT AREA
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TOV Submittal: 22 April 2013
Owner Review: 2 May 2013
Revised: 21 May 2013
Final DRB Revisions: 13 June 2013
Title:
LANDSCAPE AREA
STUDY
10
Scale:
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Sheet:
L4
@ Ceres Plus, LLC. 2013
FIXTURE SCHEDULE AND OUTDOOR LIGHTING CODE COMPLIANCE
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Zoning Analysis:
Lot 5. Block .•- Third Filing
463 Beaver Dam Rd., Vail, Colorado
Lot Size. 0.506 acres / 22,041 sq. ft.
Based on Survey by Eagle Valley Surveying, dated 8.06.07
Zoning: Two Family Primary /Secondary Residential
Setbacks: 20' Front
15' sides
15' Rea r
Height: 33' Sloped Roofs, 30' Flat Roofs
Landscaping: 13,225 sq. ft. required (60% of total site area)
Parking: 5 spaces required if built out to maximum size
GRFA (gross Residential Floor Area):
FAR (Floor Area): Total Allowable:
7,415 sq. ft. of Gross Living Space of Gross Residential Floor Area (GRFA)
Items not included in above numbers:
-300 sq. ft. per enclosed garage space up to two per dwelling unit.
- Attics less than 5' in height, Attics only accessible from the floor below
- Mechanical rooms less than 5' in height
- Basements below grader above grade portions will count proportionally.
60/40 split: Unit A: up to 7,415 sq. ft.
Unit B: up to 2,900 sq. ft. (40% max. of total GRFA)
Garage Space: 600 sq. ft. per unit
Site Coverage: 4..408sf % of total site area) • "•i
GRFA:
.506ac / 22,041sf
ALLOWABLE: .46 x 10,000 — 4,600
.38 x 5,000 = 1,900
.13 x 7,041 = 915
7,415
GARAGE•il .1/ 11
TOTAL • # .: • •
• we 0 � • • i
A -UNIT
A (62 %)
B(38 %)
WATT AREA: 2,103
LVL 1
2,400
0
2,020
LVL 2
1,807
1,570
100%
LVL 3
2,443
940
DEDUCTION (SF):
LVL 4
11101
1r614
-
LVL 5
0
700
NET
SF
7,751sf
4,830sf
(12,600)
GARAGE•il .1/ 11
TOTAL • # .: • •
• we 0 � • • i
A -UNIT
B -UNIT
TOTAL
WATT AREA: 2,103
2,020
4,183
AREA UNDERGRD: 2,103
2,020
41183
% UNDERGRD: 100%
100%
100%
FLOOR AREA (SF):
3,984
DEDUCTION (SF):
31984
COVERAGE SITE . •
LOT •' • 1 •. 04
I
i
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NOT VALID FOR BUILDING PERMIT
WITHOUT ARCHITECT'S WET STAMP
o KHWEBB ARCHITECTS, PC
COPYRIGHT 2012
4 ►
i
04.22.13
FINAL DRB -rev's
06.13.13
FINAL DRB -rev's
07.03.13
FINAL DRB -rev's
07.15.13
FINAL 131113-rev's
07.31.13
..
-
..
,, ,
DRAWN
DATE:
REVISIONS:
FINAL DRB
04.22.13
FINAL DRB -rev's
06.13.13
FINAL DRB -rev's
07.03.13
FINAL DRB -rev's
07.15.13
FINAL 131113-rev's
07.31.13
AREA CALCULATIONS
K11,
LEVEL 1
(A-RECREATION LEVEL): 2,400 SF
LEVEL 2
(A-BEDROOM
LEVEL
(A-LIVING LEVEL/ B-BD'O
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.46 x 10,000 4,600
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11807
1,576
LVL 3
2,443
940
LVL 4
11101
1,614
..
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4,830sf
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04.22.13
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07.31.13
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AM
PROJECT: xxxx
DRAWN BY: SG
DATE: 03.28.13
07.25.13
REVISIONS:
FINAL DR13
04.22.13
FINAL DRS -rev's
06.13.13
FINAL DRS -rev's
07.03.13
FINAL DRS -rev's
07.15.13
FINAL 131113-rev's
07.31.13
low
ap
PROJECT: xxxx
DRAWN BY: SG
DATE: 03.28.13
07.25.13
REVISIONS:
FINAL DR13
04.22.13
FINAL DRS -rev's
06.13.13
FINAL DRS -rev's
07.03.13
FINAL DRS -rev's
07.15.13
FINAL 131113-rev's
07.31.13
BASEMENT CALCULATION
EXHIBIT
A003
I
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74
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06.13.13
FINAL DR13-rev's
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07.15.13
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04.22.13
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06.13.13
FINAL DR13-rev's
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07.15.13
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DATE: 03.28.13
07.25.13
REVISIONS:
FINAL DR13
04.22.13
FINAL DR13-rev's
06.13.13
FINAL DR13-rev's
07.03.13
FINAL DR13-rev's
07.15.13
FINAL DR13-rev's
�O —7. 3 --1. 1-3
BUILDING HEIGHT
EXHIBIT
X11
\ \ \ \
\ \ \ \ \
\ \ \
\ \ \ \
\
\ \\ \ \\ \ \ \ \ \\ \ \\ \ \ \ \ \\ \
LEVEL 1
(RECREATION LEVELN
I
\ \ \ \ \ \\ \ \ \\ \ \
OPEN TO
GARDEN
OPEN TO
E � GARDEN
\ \ \ \\ \ \ \\ \ \ \ \ \ \ \\ \ \ \\
LEVEL 2_
• - BEDROO
\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\
\ \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\
\
i
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OPEN TO
111 GRADE
BELOW
LEVEL 3
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LEVEL 4
\ \ \ \
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v \V A \\ A \ \ \ \V A \V A \ \ \\
\
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DATE: 03.28.13
07.25.13
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PROJECT: xxxx
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DATE: 03.28.13
07.25.13
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SITE COVERAGE
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FINAL DR13-rev's
07.15.13
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04.22.13
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07.03.13
FINAL DR13-rev's
07.15.13
FINAL DR13-rev's
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WITHOUT ARCHITECTS WET STAMP
0 KHWEBB ARCHITECTS, PC
COPYRIGHT 2012
DRAWN BY: SG
DATE: 03.28.13
07.25.13
REVISIONS:
FINAL DR13
04.22.13
FINAL 131113-rev's
06.13.13
FINAL 131113-rev's
07.03.13
FINAL DR13-rev's
07.15.13
FINAL DR13-rev's
07.31.13
Imp
-.49
is Ah
4m
DRAWN BY: SG
DATE: 03.28.13
07.25.13
REVISIONS:
FINAL DR13
04.22.13
FINAL 131113-rev's
06.13.13
FINAL 131113-rev's
07.03.13
FINAL DR13-rev's
07.15.13
FINAL DR13-rev's
07.31.13
J--
Ch
MIN
HATCH ACCESS TO MECH.
CRAWLSPACE BELOW
METAL EXTERIOR GATE
-31"
2
0 0 0 0 0 0 0 EMU &V
21' -721"
SITE COVERAGE
DENOTATION
GRFA
I=
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23'-:L"
m oil, mm;
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16'-1021"
107'-1121"
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251-2"
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07.31.13
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07.31.13
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06.13.13
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07.03.13
FINAL DRB-rev's
07.15.13
FINAL DRB-rev's
07.31.13
a.
--7
A
FINAL DR13
04.22.13
FINAL DRB-rev's
06.13.13
FINAL DRB-rev's
07.03.13
FINAL DRB-rev's
07.15.13
FINAL DRB-rev's
07.31.13
m
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14' -6" 93' -112"
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PROJECT: xxxx
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DATE: 03.28.13
07.25.13
REVISIONS:
_ • f
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= r•:
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.r.
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PROJECT: xxxx
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DATE: 03.28.13
07.25.13
REVISIONS:
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= r•:
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10'-6"
21'-2j"
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STEEL
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i.
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26'-1.12 .,
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C/T CABINET
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07.03.13
FINAL DRB-rev's
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FLUE/MECH
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04.22.13
FINAL DRB-rev's
=3
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07.03.13
FINAL DRB-rev's
07.15.13
FINAL DRB-rev's
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Oct Q.7
L4j
r.
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WITHOUT ARCHITECT'S WET STAMP
@ KHWEBB ARCHITECTS, P(
COPYRIGHT 2012
w
I—
PROJECT: xxxx
DRAWN BY: SG
DATE: 03.28.13
07.25.13
REVISIONS:
FINAL DRB
04.22.13
FINAL DRB-rev's
=3
CD LA-
_7
07.03.13
FINAL DRB-rev's
07.15.13
FINAL DRB-rev's
07.31.13
Oct Q.7
LAJ
:::Nw zz
act
LA
cc co
O
I—
PROJECT: xxxx
DRAWN BY: SG
DATE: 03.28.13
07.25.13
REVISIONS:
FINAL DRB
04.22.13
FINAL DRB-rev's
06.13.13
FINAL DRB-rev's
07.03.13
FINAL DRB-rev's
07.15.13
FINAL DRB-rev's
07.31.13
•
s
r
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DENOTATION
GRFA
DENOTATION am END= am
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ENTRY i O'
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scale 1/4 " =1' -0"
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C/T CABINET
3' -6"
14' -9"
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MA. CLOS.
404
5' -33"
t{
I
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CHASE
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a
22' -9"
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16' -3"
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07.03.13
FINAL DRB -rev's
07.15.13
FINAL DRB -rev's
07.31.13
V
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07.31.13
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PROJECT:
DRAWN BY:
DATE: i
FINAL DRB
04.22.13
FINAL DRB -rev's
06.13.13
FINAL DRB -rev's
07.03.13
FINAL DRB -rev's
07.15.13
FINAL DRB -rev's
07.31.13
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PROJECT:
DRAWN BY:
DATE: i
FINAL DRB
04.22.13
FINAL DRB -rev's
06.13.13
FINAL DRB -rev's
07.03.13
FINAL DRB -rev's
07.15.13
FINAL DRB -rev's
07.31.13
tY_
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TERRACE,
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P COMPOSITE SIDING
TRIAL OVER ROOF PLANE;
THRU ASSEMBLY
111100 v 91.11 `,n.��
111M MI
I *• 1
•
•
•
04.22.13
FINAL DRB -rev's
TRELLIS FRAME;
FINAL DRB -rev's
07.03.13
o
07.15.13
OPEN TO BELOW
r
4w
i,
•• i
+•r
scale 114 "= 1' -0"
•
•s
TRASH ENCL. I
C/T CABINET ,
21111ITM
wows We! 111M
T.Q. SKYLIGHT (cx WALL)
148, -011 (81961 -011)
c�
STONE VENEER WALL Wj
STONE SLAB WALL CAP -
?`t r D- TEE
f 0 Nil GO WAI
0,00, A I Du
�_
ELEC. & WATER METER LOC.;
RECESSED IN STONE
VENEER WALL \
0-0
m
ECH
ti
i !
P COMPOSITE SIDING
TRIAL OVER ROOF PLANE;
THRU ASSEMBLY
111100 v 91.11 `,n.��
111M MI
I *• 1
•
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0
ON
ca.
r•�
r•.
c
r.
c.
r-.
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0
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Q
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LA J
NOT VALID FOR BUILDING PERMIT
WITHOUT ARCHITECT'S WET STAMP
a KHWEBB ARCHITECTS, PC
COPYRIGHT 2012
pow
04.22.13
FINAL DRB -rev's
06.13.13
FINAL DRB -rev's
07.03.13
FINAL DRB -rev's
07.15.13
FINAL DRB -rev's
r
4w
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0
ON
ca.
r•�
r•.
c
r.
c.
r-.
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0
_i
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Q
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LA J
NOT VALID FOR BUILDING PERMIT
WITHOUT ARCHITECT'S WET STAMP
a KHWEBB ARCHITECTS, PC
COPYRIGHT 2012
pow
PROJECT:
DRAWN 1:
DA i
Asmm
FINAL DRB
04.22.13
FINAL DRB -rev's
06.13.13
FINAL DRB -rev's
07.03.13
FINAL DRB -rev's
07.15.13
FINAL DRB -rev's
r
4w
.0
..
-ow
4m
,.,
4w
PROJECT:
DRAWN 1:
DA i
Asmm
FINAL DRB
04.22.13
FINAL DRB -rev's
06.13.13
FINAL DRB -rev's
07.03.13
FINAL DRB -rev's
07.15.13
FINAL DRB -rev's
07.31.13
i '
awl
1,041NISH FLOOR (BDRMS)
99' -6° (8147' -6")
—
IL J1 IL J11
LIjO
.
6��8 1
§H (BDRM)
164'-6")
scale 1/8"=1'-0'-
BUILDING ELEVATION - WEST
scale 1/8"=1' -0"
MATERIALS KEY:
#
MATERIAL
MANLIF.
FINISH
COLOR
SIZE
AREAS COVERED
I
Limestone
Matl's Marketing
Honed
Charcoal
24 x 36 x 6
stone veneer walls
2
Zinc
RheinZinc
Patina
Weathered Graphite
4'x 8'
walls; fascias; trellis roofs
3
Eco-Composite Cladding
Resysta
Smooth
Siam
1 x 6
walls; roofs
4
Tempered Glass
Custom
Steel /glass
Black (frame)
varies
clear glass curtain walls; garage
door panels
-A VAUL
MFN
W11
An
BUILDING ELEVATION SOUTH (A-SIDE ENTRY)
3
scale 1/8"=1' -0"
PROPOSED GRADE
0 4. 2 2. ]L�
FINAL DR13-rev's
d3
06.13.13
3
FINAL DR13-rev's
07.03.13
FINAL DR13-rev's
07.15.13
FINAL DR13-rev's
07.31.13
AIM *IV&
%4oP
. . . . . . . . . .
-W
-00
0
ti
R
02
-
4
5
Rle
...... -----
Z"
M
-7-0—
-A VAUL
MFN
W11
An
BUILDING ELEVATION SOUTH (A-SIDE ENTRY)
3
scale 1/8"=1' -0"
PROPOSED GRADE
Cr cn
ca
co
M
C>
C. J,
4--A
LU
C>
--I
■AJ
NOT VALID FOR BUILDING PERMIT
WITHOUT ARCHITECT'S WET STAMP
@ KHWEBB ARCHITECTS, PC
COPYRIGHT 2012
r�
0 4. 2 2. ]L�
FINAL DR13-rev's
d3
06.13.13
3
FINAL DR13-rev's
07.03.13
FINAL DR13-rev's
07.15.13
FINAL DR13-rev's
07.31.13
AIM *IV&
%4oP
4W
-W
Cr cn
ca
co
M
C>
C. J,
4--A
LU
C>
--I
■AJ
NOT VALID FOR BUILDING PERMIT
WITHOUT ARCHITECT'S WET STAMP
@ KHWEBB ARCHITECTS, PC
COPYRIGHT 2012
r�
PROJECT: xxxx
DRAWN BY: SG
DATE: 03.28.13
07.25.13
REVISIONS:
FINAL DRB
0 4. 2 2. ]L�
FINAL DR13-rev's
d3
06.13.13
3
FINAL DR13-rev's
07.03.13
FINAL DR13-rev's
07.15.13
FINAL DR13-rev's
07.31.13
4W
-W
-00
PROJECT: xxxx
DRAWN BY: SG
DATE: 03.28.13
07.25.13
REVISIONS:
FINAL DRB
0 4. 2 2. ]L�
FINAL DR13-rev's
d3
06.13.13
3
FINAL DR13-rev's
07.03.13
FINAL DR13-rev's
07.15.13
FINAL DR13-rev's
07.31.13
scale 118"=1'-0"
scale 1/8"=1' -0"
MATERIALS KEY:
#
MATERIAL
MANUF.
FINISH
COLOR
SIZE
AREAS COVERED
1
Limestone
Matl's Marketing
Honed
Charcoal
24 x 36 x 6
stone veneer walls
2
Zinc
RheinZinc
Patina
Weathered Graphite
4'x 8'
walls; fascias; trellis roofs
co-Composite Cladding
Resysta
Smooth
Siam
I x 6
walls; roofs
4
Tempered Glass
Custom
Steel /glass
Black (frame)
varies
clear glass curtain walls; garage
door panels
U
II I
W�H FLOOR (REQ
--F-P(N136'-6") - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -----
3 BUILDING ELEVATION - NORTH (B)
scale 1/8"=V-0"
c.
o.
C>
O
LLJ
ca
LAJ
LAJ
NOT VALID FOR BUILDING PERMIT
WITHOUT ARCHITECTS WET STAMP
KHWEBB ARCHITECTS, PC
COPYRIGHT 2012
PROJECT: XXXX
DRAWN BY: SG
DATE: 03.28.13
07.25.13
INAMTO-M
FINAL DRB
04.22.13
z
06.13.13
FINAL DRB-rev's
0
emoi
07.15.13
1--
07.31.13
U
7111�w .,�,,,
•
z
U
U-
z
c.
o.
C>
O
LLJ
ca
LAJ
LAJ
NOT VALID FOR BUILDING PERMIT
WITHOUT ARCHITECTS WET STAMP
KHWEBB ARCHITECTS, PC
COPYRIGHT 2012
PROJECT: XXXX
DRAWN BY: SG
DATE: 03.28.13
07.25.13
INAMTO-M
FINAL DRB
04.22.13
FINAL DR13-rev's
06.13.13
FINAL DRB-rev's
07.03.13
emoi
07.15.13
FINAL DRB-rev's
07.31.13
•
c.
o.
C>
O
LLJ
ca
LAJ
LAJ
NOT VALID FOR BUILDING PERMIT
WITHOUT ARCHITECTS WET STAMP
KHWEBB ARCHITECTS, PC
COPYRIGHT 2012
PROJECT: XXXX
DRAWN BY: SG
DATE: 03.28.13
07.25.13
INAMTO-M
FINAL DRB
04.22.13
FINAL DR13-rev's
06.13.13
FINAL DRB-rev's
07.03.13
FINAL DR13-rev's
07.15.13
FINAL DRB-rev's
07.31.13
BUILDING ELEVATIONS