HomeMy WebLinkAboutDRB130057 Plan ApprovedTEL
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51TE DEVELOFMENT PLAN-
50ALE: I" - 10' -0"
O FENERAL NOTES
1. ALL WORK SHALL COMPLY WITH ALL APPL I GABLE CODES AND ORD I NANCE5.
2. CONTRACTOR(5) SHALL STAKE OUT ALL AREAS AND ESTABLISH ELEVATIONS FOR
FOR ALL ORADE5, WALKS, STEPS AND WALLS, AND SHALL OBTAIN THE APPROVAL
OF THE ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO PROCEED I NO WITH WORK.
CONTRACTOR SHALL CONTINUALLY VERIFY GRADES AND SPOT ELEVATIONS, DURING
CONSTRUCTION, USI NO A SURVEY I NO TRANSIT, TO ENSURE THAT F I NI SHED GRADES
AND WALLS ARE CONSTRUCTED PER PLAN.
5. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL
NOTES AND TYPICAL DETAILS.
4. CONFLICTS OR DI5CREPANCIE5 WITH GRADES SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT AND THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO
PROCEED I NO WITH WORK.
5. GRADES SHOWN ARE FINISH GRADES. 5UBORADF-5 NEEDED TO ATTAIN FILL OR
TOPSOIL PLACEMENT ARE NOT REFLECTED. HOLD FINISH GRADES FOR PLANTI NO
AREAS 2" BELOW TOP OF ADJACENT PAVEMENT UNLESS OTHERWISE NOTED.
6. EX15TINO TREES TO REMAIN SHALL BE PROTECTED WITH SECURED 5TRAW BALES
AND /OR 5 WRAPS OF SNOW FENCE PER TREE. A 6' FENCE SHALL BE ERECTED AT
DRIP LINE OF TREE. 6" OF MULCH MATERIAL SHALL ALSO BE SPREAD FROM BASE
OF TREE TO DRIP LINE OF TREE.
1. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT
LOW SPOTS OR POCKETS. PROVIDE A MINIMUM 5 AND MAXIMUM 50% GRAD I ENT.
UNLESS OTHERWISE NOTED.
8. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED
BY THE OEOTECHNICAL ENGINEER.
a. ALL BOULDERS SHALL MATCH STONE VENEER USED ON HOME, AND SHALL RANGE IN
S 1 ZE FROM 25- 5' DIAMETER. ALL BOULDERS, AND BOULDER PLACEMENT TO BE
APPROVED BY LANDSCAPE ARCHITECT.
TOTAL SITE ARE=A: .4511 AGREES
43,560 x .4511 = 1 �,6I6 SF
0RFA ALLOWE=D FOR PRIMARY SEGONDARY ZONE
D I STRI GT TITLE 12 GHAPTE R 15.
.46 X 10000 = 4600 0RFA
55 X 5000 = 1 X 00 0RFA
.15 X 46=76 c � 60=7.aa GRFA
ALLOWA5LE= GRFA T 01.aa
PROPOSED GRE=A
MAIN LEVEL: 2,250.00 SO.FT.
MASTER LEVEL: 5,501.50 50. FT.
5ASE;ME;NT LE \/EvL: 1,525.50 50. FT.
------------------------------
TOTAL ORFA : 1,105 50. FT.
EAU I LD I NO SITE GOV E RAOE :
TOTAL EAU I LD I NG SITE: 1 x,676.00 SE=
ALLOWA5LE= EAU I LD I NO SITE GOVE RAOEi : 5/, 55 50. FT.
PROPOSE=D 5U I LD I NO SITE GOV E RAOE<: 5/�2� 50. FT.
DRIVEEWA1':
ALLOWA5LE= DRIVE=WAY ON SITE =: 1,�6� 50. FT.
PROPOSED DRIVE NA)" ON SITE: 1,420 50. FT.
SNOW STORA5EE AREA PROVIDED FOR ON-SITE DRIVE =WAY:
(HEATED D DRIVE=WAY): 142 50. FT. OF SNOW STORAOE<
ADDITIONAL DRIVE=WAY AREA IN TOWN ROW:
a6O 50. FT. SNOW STORAGE PROVIDED: a6 50. FT.
(MINIMUM)
TOTAL SNOW STORAOE; AREA PROVIDE=D = 245 50. FT.
LANDSGAFEE AREA:
TOTAL LANDSGAFEE AREA REEOU I REED : 11,405 50. FT.
TOTAL LANDSGAPEE AREA PROVIDED: 14,�a4 50. FT.
ALLOWA5LEE TEERRAGEE AREA: 20% OF LANDSGAPEED
AREA: 14,E ,54 50. FT. x .20 = 2/��62>0 50. FT.
TOTAL TE RRAGE= AREA = 2,522 + 547 (NE N TE RRAGEE
ADDITION) = 2,a6� 50. FT.
TEMFORAR"' EROSION GONTZOL
I. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST
MANAGEMENT PRACTICES.
2. A "OEOFAB" SILT FENCE 15 TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL
OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT
IN PLACE UNTIL FINISH GRADE IS ACHIEVED.
5. AT THE BASE OF TOPSOIL OR F I LL50I L STOCKPILED ON SITE, A "OEOFAB" SILT
FENCE OR STRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT
AND SEDIMENT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF
SEDIMENT -LADEN WATER (MUD) FROM THE SITE AND SHALL BE REQU I RED TO INSTALL
ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT
OR APPROPRIATE ARROWHEAD OFFICIALS, IF PROBLEMS OCCUR.
Design Review
Staff Approval
TOWN OF VAIL By Warren Campbell at 11:23 am, Jul 11, 2013
THESE REVISED DOCUMENTS FOR BIDDING 4 BUILDING PEWIT RE- SUBMITTAL
PREPARED BY VMDA 4 CONSULTING ENGINEERS AS ADDITIONAL SERVICES HAVE
RECEIVED AMENDED DESIGN REVIEW BOARD APPROVAL FROM THE TOWN OF VAIL.
THESE ARE PROVIDED FOR OWNER REVIEW, REVISIONS 4 ENDORSEMENT OF
REVISED SCOPE OF WORK 4 INTEGRATION OF CONSULTING ENGINEERS WORK
PRODUCT AS SATISFACTORY FOR SUBMITTAL 4 CONSTRUCTION. OWNER DOES
UNDERSTAND MINOR ADJUSTMENTS MAY BE MADE TO ALLOW FOR EXISTING
CONDITIONS, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE OR REQUIRED FIELD
CONDITIONS.
GERMAN LARREA, OWNER or RAMON ALONSO, OWNER REPRESENTATIVE DATE
ARCHITECTURAL DESIGN FIRM
"M
LOPEZ GUERRA ARQUITECTOS S.C.
museotec
0
N.►'
ARCHITECTS
0 0 4 8 E BEAVER CREEK BLVD
SUITE 207
BOX 5300
AVON, CO 81620
970.949.5200
vmda @vmda.com
FAX 949.5205
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F t l I 1 I I I I I I I III
° WARN K#LL
S 10 °3 0' 3 0 W - 139-19 /PROPERTY urNE (TYP)./
51TE DEVELOFMENT PLAN-
50ALE: I" - 10' -0"
O FENERAL NOTES
1. ALL WORK SHALL COMPLY WITH ALL APPL I GABLE CODES AND ORD I NANCE5.
2. CONTRACTOR(5) SHALL STAKE OUT ALL AREAS AND ESTABLISH ELEVATIONS FOR
FOR ALL ORADE5, WALKS, STEPS AND WALLS, AND SHALL OBTAIN THE APPROVAL
OF THE ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO PROCEED I NO WITH WORK.
CONTRACTOR SHALL CONTINUALLY VERIFY GRADES AND SPOT ELEVATIONS, DURING
CONSTRUCTION, USI NO A SURVEY I NO TRANSIT, TO ENSURE THAT F I NI SHED GRADES
AND WALLS ARE CONSTRUCTED PER PLAN.
5. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL
NOTES AND TYPICAL DETAILS.
4. CONFLICTS OR DI5CREPANCIE5 WITH GRADES SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT AND THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO
PROCEED I NO WITH WORK.
5. GRADES SHOWN ARE FINISH GRADES. 5UBORADF-5 NEEDED TO ATTAIN FILL OR
TOPSOIL PLACEMENT ARE NOT REFLECTED. HOLD FINISH GRADES FOR PLANTI NO
AREAS 2" BELOW TOP OF ADJACENT PAVEMENT UNLESS OTHERWISE NOTED.
6. EX15TINO TREES TO REMAIN SHALL BE PROTECTED WITH SECURED 5TRAW BALES
AND /OR 5 WRAPS OF SNOW FENCE PER TREE. A 6' FENCE SHALL BE ERECTED AT
DRIP LINE OF TREE. 6" OF MULCH MATERIAL SHALL ALSO BE SPREAD FROM BASE
OF TREE TO DRIP LINE OF TREE.
1. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT
LOW SPOTS OR POCKETS. PROVIDE A MINIMUM 5 AND MAXIMUM 50% GRAD I ENT.
UNLESS OTHERWISE NOTED.
8. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED
BY THE OEOTECHNICAL ENGINEER.
a. ALL BOULDERS SHALL MATCH STONE VENEER USED ON HOME, AND SHALL RANGE IN
S 1 ZE FROM 25- 5' DIAMETER. ALL BOULDERS, AND BOULDER PLACEMENT TO BE
APPROVED BY LANDSCAPE ARCHITECT.
TOTAL SITE ARE=A: .4511 AGREES
43,560 x .4511 = 1 �,6I6 SF
0RFA ALLOWE=D FOR PRIMARY SEGONDARY ZONE
D I STRI GT TITLE 12 GHAPTE R 15.
.46 X 10000 = 4600 0RFA
55 X 5000 = 1 X 00 0RFA
.15 X 46=76 c � 60=7.aa GRFA
ALLOWA5LE= GRFA T 01.aa
PROPOSED GRE=A
MAIN LEVEL: 2,250.00 SO.FT.
MASTER LEVEL: 5,501.50 50. FT.
5ASE;ME;NT LE \/EvL: 1,525.50 50. FT.
------------------------------
TOTAL ORFA : 1,105 50. FT.
EAU I LD I NO SITE GOV E RAOE :
TOTAL EAU I LD I NG SITE: 1 x,676.00 SE=
ALLOWA5LE= EAU I LD I NO SITE GOVE RAOEi : 5/, 55 50. FT.
PROPOSE=D 5U I LD I NO SITE GOV E RAOE<: 5/�2� 50. FT.
DRIVEEWA1':
ALLOWA5LE= DRIVE=WAY ON SITE =: 1,�6� 50. FT.
PROPOSED DRIVE NA)" ON SITE: 1,420 50. FT.
SNOW STORA5EE AREA PROVIDED FOR ON-SITE DRIVE =WAY:
(HEATED D DRIVE=WAY): 142 50. FT. OF SNOW STORAOE<
ADDITIONAL DRIVE=WAY AREA IN TOWN ROW:
a6O 50. FT. SNOW STORAGE PROVIDED: a6 50. FT.
(MINIMUM)
TOTAL SNOW STORAOE; AREA PROVIDE=D = 245 50. FT.
LANDSGAFEE AREA:
TOTAL LANDSGAFEE AREA REEOU I REED : 11,405 50. FT.
TOTAL LANDSGAPEE AREA PROVIDED: 14,�a4 50. FT.
ALLOWA5LEE TEERRAGEE AREA: 20% OF LANDSGAPEED
AREA: 14,E ,54 50. FT. x .20 = 2/��62>0 50. FT.
TOTAL TE RRAGE= AREA = 2,522 + 547 (NE N TE RRAGEE
ADDITION) = 2,a6� 50. FT.
TEMFORAR"' EROSION GONTZOL
I. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST
MANAGEMENT PRACTICES.
2. A "OEOFAB" SILT FENCE 15 TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL
OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT
IN PLACE UNTIL FINISH GRADE IS ACHIEVED.
5. AT THE BASE OF TOPSOIL OR F I LL50I L STOCKPILED ON SITE, A "OEOFAB" SILT
FENCE OR STRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT
AND SEDIMENT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF
SEDIMENT -LADEN WATER (MUD) FROM THE SITE AND SHALL BE REQU I RED TO INSTALL
ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT
OR APPROPRIATE ARROWHEAD OFFICIALS, IF PROBLEMS OCCUR.
Design Review
Staff Approval
TOWN OF VAIL By Warren Campbell at 11:23 am, Jul 11, 2013
THESE REVISED DOCUMENTS FOR BIDDING 4 BUILDING PEWIT RE- SUBMITTAL
PREPARED BY VMDA 4 CONSULTING ENGINEERS AS ADDITIONAL SERVICES HAVE
RECEIVED AMENDED DESIGN REVIEW BOARD APPROVAL FROM THE TOWN OF VAIL.
THESE ARE PROVIDED FOR OWNER REVIEW, REVISIONS 4 ENDORSEMENT OF
REVISED SCOPE OF WORK 4 INTEGRATION OF CONSULTING ENGINEERS WORK
PRODUCT AS SATISFACTORY FOR SUBMITTAL 4 CONSTRUCTION. OWNER DOES
UNDERSTAND MINOR ADJUSTMENTS MAY BE MADE TO ALLOW FOR EXISTING
CONDITIONS, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE OR REQUIRED FIELD
CONDITIONS.
GERMAN LARREA, OWNER or RAMON ALONSO, OWNER REPRESENTATIVE DATE
ARCHITECTURAL DESIGN FIRM
"M
LOPEZ GUERRA ARQUITECTOS S.C.
museotec
0
N.►'
ARCHITECTS
0 0 4 8 E BEAVER CREEK BLVD
SUITE 207
BOX 5300
AVON, CO 81620
970.949.5200
vmda @vmda.com
FAX 949.5205
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ARCHITECTURAL DESIGN FIRM
"M
LOPEZ GUERRA ARQUITECTOS S.C.
museotec
ON
ARCHITECTS
0 0 4 8 E BEAVER CREEK BLVD
SUITE 207
BOX 5300
AVON, CO 81620
970.949.5200
vmda @vmda.com
FAX 949.5205
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Design Review
Staff Approval
By Warren Campbell at 11:23 am, Jul 11, 2013
THESE REVISED DOCUMENTS FOR BIDDING 4 BUILDING PERMIT RE- SUBMITTAL
PREPARED BY VMDA 4 CONSULTING ENGINEERS AS ADDITIONAL SERVICES HAVE
RECEIVED AMENDED DESIGN REVIEW BOARD APPROVAL FROM THE TOWN OF VAIL.
THESE ARE PROVIDED FOR OWNER REVIEW, REVISIONS 4 ENDORSEMENT OF
REVISED SCOPE OF WORK 4 INTEGRATION OF CONSULTING ENGINEERS WORK
PRODUCT AS SATISFACTORY FOR SUBMITTAL 4 CONSTRUCTION, OWNER DOES
UNDERSTAND MINOR ADJUSTMENTS MAY BE MADE TO ALLOW FOR EXISTING
CONDITIONS, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE OR REQUIRED FIELD
CONDITIONS.
GERMAN LARREA, OWNER or RAMON ALONSO, OWNER REPRESENTATIVE DATE
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Fn W
J