HomeMy WebLinkAboutB17-0320_A0.0_1503686040.pdf2.31
PROPERTY LINE
19.25'
43.70'
S77°02'29"E - 34.83'
S14°40'35"E - 60.52'
CENTERLINE OF 10' HOLY CROSS
ELECTRIC ASSOSCIATION, INC.
EASMENT (RECEPTION No. 730138)
S00°36'48"W - 59.79'
EDGE OF ASPHALT DRIVEWAY
EDGE OF ASPHALT DRIVEWAY
APPROXIMATE LOCATION OF
100 YEAR FLOODPLAIN
(SEE NOTE 2)
APPROXIMATE LOCATION OF
100 YEAR FLOODPLAIN
(SEE NOTE 2)
49.90'
17.30'
9.95'
22.00'
ACCESS & UTILITY EASMENT
(RECEPTION No. 716062)
(SHADED AREA)
C2
C3
C4
S89°04'36"W - 28.75'
N00°55'24"W - 5.00'
S00°00'00"E - 26.85'
N45°27'42"W
1.80'
THREAD OF CREEK
20' ROADWAY EASEMENT WEST
OF HIGH WATER LINE OF CREEK
(PER PLAT)
20.00
5.00
5' PEDESTRAIN EASEMENT ALONG
PREVAILING SOUTHWEST BANK OF
MAIN GORE CREEK (PER PLAT)
EDGE OF
WATER
10 10 20
10
40
5 20.00
15.00
15.00
BUILDING
SETBACK
50' STREAM
SETBACK
50' STREAM
SETBACK
BUILDING
SETBACK
FOUND PIN & CAP
L.S. NO. 26598
FOUND No. 4 REBAR
WITH ALUMINUM CAP
L.S. NO. 16827
FOUND 5.0' W.C.
No. 4 REBAR
WITH ALUMINUM CAP
L.S. NO. 16827
FOUND No. 5 REBAR
WITH ALUMINUM CAP
L.S. No. 30091
5 REBAR
NUM CAP
o. 30091
FOUND No. 5 REBAR
WITH ALUMINUM CAP
L.S. No. 30091
FOUND No. 5 REBAR
WITH ALUMINUM CAP
L.S. No. 30091
FOUND No. 5 REBAR
WITH ALUMINUM CAP
L.S. No. 30091
UTILIITY & DRAINAGE EASEMENT
UTIL
II
TY & DRAI
NAGE EASEMENT
UTILIITY & DRAINAGE
EASEMENT
UTILIITY & DRAINAGE EASEMENT
UTILIITY & DRAINAGE EASEMENT
5.00
5.00
5.00
5.00
S16°46'11"E - 73.82'
S23°48'09"E - 36.93'
N17°10'55"W - 40.16'
S80°31'31"W - 12.84'
N42°48'04"W - 25.71'
5 .00
N11°45'07"W - 64.42'
S67°41'47"E - 34.92'
EAGLE RIVER WATER AND
SANITATION DISTRICT EASEMENT
(RECEPTION No. 751629)
(HATCHED AREA)
N45°56'40"E
4.67'
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10"
PROJECT LOCATION
5166A BLACK GORE DRIVE
Project Address
5166A Black Gore Drive
Vail, CO 81657
Parcel Number: 2099-182-12-012
Subdivision: Gore Creek Subdivision, Block
1, Lot 4N
Owner
5166A Black Gore, LLC
c/o: Bruce Berger
2 Chittenden Lane
Owings Mills, MD 21117-4105
Designer
mpp design shop inc.
Michael Pukas
PO Box 288
(970) 390-4931
michael@mppdesignshop.com
General Contractor
BZ Construction
Brian Zaikis
(970) 904-5209
zaikis@comcast.net
Structural Engineer
Ewing Engineering, Inc.
Albert Ewing
PO Box 2526
Vail, CO 81658
(970) 471-0124
ewing-vail@comcast.net
Land Surveyor
Peak Land Consultants, Inc.
Brent Biggs
1000 Lions Ridge Loop, Suite 1D
Vail CO 81657
(970) 476-8644
brent@peakland.net
EXISTING BUILDING FOOTPRINT
NO CHANGES
Scale
Project Number:
Drawn by:
Checked by:
mpp design shop, inc.
PO
Box
288
95 Willowstone
Place
Gypsum,
CO
81637
(970)
390-4931
michael@mppdesignshop
.com
As indicated
A0.0
COVER, SITE PLAN
1701
mpp
mpp
Berger Residence
5166 A Black Gore Drive
Vail, CO 81657
Parcel Number: 2099-182-12-012
Subdivision: Gore Creek Subdivision, Block
1, Lot 4N
NOTES - GENERAL SITE
1 THE GENERAL CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH
TOWN/COUNTY GUIDELINES.
2 THE CONSTRUCTION LIMIT LINE IS THE CONTRACT LINE. DO NOT DISTURB ANY EXISTING TREES OR
VEGETATION DESIGNATED TO REMAIN OR LOCATED OUTSIDE OF THE CONSTRUCTION LIMIT LINE
WITHOUT APPROVAL OF THE OWNER AND THE TOWN/COUNTY.
3 THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES,
UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GUTTERS THAT MAY AFFECT
THE SCOPE OF WORK PRIOR TO BEGINNING SITE CONSTRUCTION.
4 EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT
LOCATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES
OR STRUCTURES, OR ANYTHING NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER
CONTRACT. THE GENERAL CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE
LOCATION DURING ALL PHASES OF THE WORK. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGES TO UTILITIES OR STRUCTURES AND ANY INJURIES THEREFROM.
RESTORATION OF ANY UTILITIES DAMAGED BY THE GENERAL CONTRACTOR SHALL BE AT THE
GENERAL CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
5 CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT SPECIFICATIONS FOR SEWER
CONSTRUCTION. PROVIDE SEWER CLEANOUT WITH LOCATION TO BE REVIEWED BY TOWN
ENGINEER.
6 THE GENERAL CONTRACTOR SHALL PROVIDE DRAWINGS SHOWING PROPOSED UTILITY SERVICE
CONNECTIONS FOR THE ENGINEER'S REVIEW PRIOR TO CONSTRUCTION.
7 ROAD CUTS AND ANY OTHER CONSTRUCTION IN ROAD RIGHT-OF-WAY SHALL CONFORM TO TOWN
GUIDELINES.
8 ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE
GEOTECHNICAL ENGINEER.
9 PROVIDE WRITTEN NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED SITE
IMPROVEMENTS.
10 CONTRACTOR(S) SHALL TAKE ALL NECESSARY STEPS AS REQUIRED TO PROPERLY PROTECT
AND MAINTAIN HIS WORK FOR THE DURATION OF THIS CONTRACT.
11 THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING,
TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE GENERAL CONTRACTOR'S
RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY OPERATIONS AND PROCEDURES TO
PROTECT THE OWNER, OTHER CONTRACTORS, THE PUBLIC AND OTHERS.
12 ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
13 CONTRACTOR(S) SHALL EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL WORK LINES.
14 CONTRACTOR(S) SHALL STAKE OUT ALL AREAS, INCLUDING WALKS, PAVEMENTS, WALLS, POOLS
AND FENCES AND SHALL OBTAIN THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING
WITH THE WORK.
15 CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK.
16 ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS
OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM 2.5% GRADIENT UNLESS
OTHERWISE NOTES.
17 GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES, UNLESS SHOWN OTHERWISE
IN GRADING DETAILS.
18 GRADE AWAY FROM ALL BUILDINGS AT A MINIMUM SLOPE OF 10% IN UNPAVED AREAS AND
MINIMUM SLOPE OF 2% IN PAVED AREAS.
19 CLEANOUTS SHALL BE PROVIDED FOR ALL CHANGES IN LINES AND/OR GRADE OR THE SANITARY
SEWER SERVICE.
20 CONFORM TO TOWN/COUNTY STANDARDS FOR WATER CONSTRUCTION. MAINTAIN 10 FEET
MINIMUM SEPARATION BETWEEN WATER AND SEWER UNDERGROUND SERVICE PIPES. MAINTAIN
SEVEN FEET MINIMUM COVER AT UNDERGROUND WATER SERVICE AND ASSOCIATED LINES. NEW
CURB STOPS AND SERVICE LINES SHALL BE INSTALLED FOR EACH UNIT. CURB STOPS SHALL
LOCATED ON THE PROPERTY LINE IN A SPOT APPROVED BY THE TOWN PUBLIC WORKS
DIRECTOR.
21 IF UTILITY CONNECTION POINTS ARE NOT KNOWN AT THE TIME OF BUILDING PERMIT SUBMISSION,
LOCATIONS TO BE COORDINATED AND APPROVED BY TOWN/COUNTY AND SERVICE PROVIDERS
IN ADVANCE.
NOTES - GENERAL
1 ALL WORK SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL
CODES, LAWS, PERMITS AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST
STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES.
2 THESE DOCUMENTS ARE NOT INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND
SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. THE GENERAL CONTRACTOR
(G.C.) SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK.
3 IT IS THE RESPONSIBILITY OF THE G.C. TO BRING TO THE ATTENTION OF THE ARCHITECT ANY
CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE
CONTRACT DOCUMENTS (CD'S), AND TO NOTIFY THE ARCHITECT AT ONCE IF ANY DISCREPANCIES
APPEAR IN THE CD'S, OR BETWEEN THE CD'S AND EXISTING CONDITIONS. IT IS THE
RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING
DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE
DOCUMENTS.
4 SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE
SPECIFICATIONS SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT
HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR
MATERIALS.
5 DIMENSIONS: A) ALL DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.; B) ALL PLAN
DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD, AND CENTER LINE OF COLUMN/BEAM,
U.O.N.; C) FLOOR TO FLOOR DIMENSIONS ARE FROM TOP OF PLYWOOD SUBSURFACE TO TOP OF
PLYWOOD SUBSURFACE, U.O.N.; D) VERIFY IN FIELD (V.I.F.) ALL EXISTING CONDITIONS DIMENSIONS,
LOCATIONS AND SITE CONDITIONS PRIOR TO NEW CONSTRUCTION.
6 THE G.C. SHALL SUBMIT SAMPLES OF ANY MATERIALS PROPOSED FOR SUBSTITUTION TO THE
ARCHITECT FOR REVIEW AND APPROVAL BEFORE THE WORK IS TO BE PERFORMED. WORK
SHALL CONFORM TO THE APPROVED SAMPLES.
7 THE G.C. SHALL SUBMIT REQUIRED SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND
APPROVAL BEFORE THE WORK IS TO BE PERFORMED. WORK SHALL CONFORM TO THE
APPROVED SHOP DRAWINGS.
8 THE G.C. SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES
DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND
FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER.
9 THE G.C. SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND
WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL
DRAWINGS.
10 THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND
LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED. EACH SUB-CONTRACTOR SHALL
REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION UPON COMPLETION OF
HIS/HER WORK.
11 THE G.C. SHALL PERFORM ALL PHASES OF CONSTRUCTION SUCH THAT ALL NEW CONSTRUCTION
FITS FLUSH AND SEAMLESSLY WITH ADJACENT EXISTING CONDITIONS, AND SHALL NOT ENDANGER
ANY EXISTING CONDITIONS OR OTHER WORK.
12 THE G.C. SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT
FIXTURES, ELECTRICAL UNITS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS
REQUIRED.
13 ALL CONSTRUCTION, STAGING, CONTRACTOR PARKING AND MATERIALS STORAGE SHALL BE
CONFINED TO THE LIMITS OF THE EXISTING DRIVEWAY AND THE IMMEDIATE PERIMETER OF THE
EXISTING BUILDING. ALL ACTIVITY PERFORMED AS PART OF THIS PROJECT SHALL BE CONTAINED
ON THE PROJECT PROPERTY.
14 CHANGES TO THESE CONTRACT DOCUMENTS SHALL BE NOTED IN THE FIELD AND MAINTAINED
ON-SITE FOR THE DURATION OF THE PROJECT FOR CONSTRUCTION OBSERVATION.
15 AS-BUILT DRAWINGS WILL BE PROVIDED TO THE TOWN/COUNTY, IF REQUIRED.
16 UTILITY METER LOCATIONS TO BE APPROVED BY UTILITY COMPANIES.
17 ALL INTERIOR NON-BEARING WALLS TO BE 2x4, U.O.N.
18 ALL INTERIOR BEARING WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DWG'S FOR SPEC'S
19 ALL EXTERIOR WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DWG'S FOR SPEC'S
20 ALL HORIZONTAL FRAMING DIMENSIONS ARE TO THE FACE OF WOOD FRAMING, U.O.N.
21 ALL VERTICAL FRAMING DIMENSIONS ARE FROM THE T.O. PLYWOOD, U.O.N.
22 ALL HORIZONTAL DIMENSIONS FOR OPENINGS ARE TO THE CENTER LINE OF R.O.
23 ALL VERTICAL DIMENSIONS FOR OPENINGS ARE TO THE TOP OF R.O.
GC TO COMPLY WITH ALL REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE, THE 2015
INTERNATIONAL RESIDENTIAL CODE, AND THE 2015 ENERGY CONSERVATION CODE, AS WELL AS
ANY AMENDMENTS ADOPTED BY THE TOWN'S AND/OR COUNTY'S SUSTAINABLE BUILDING CODE...
NOTES - ENERGY CODE
CLIMATE ZONE 6B
FENESTRATION U-FACTOR 0.32
CEILING R-VALUE 49
WOOD FRAME WALL R-VALUE 20+5 OR 13+10
MASS WALL R-VALUE 15/20
FLOOR R-VALUE 30
BASEMENT WALL R-VALUE 15/19 - CONTINUOUS/FRAMING CAVITY
SLAB R-VALUE AND DEPTH 10, 4FT
CRAWL SPACE WALL R-VALUE 15/13 - CONTINUOUS/FRAMING CAVITY
HEATED SLAB ON GRADE R-VALUE 15/19
# Description Date
1 DRB Submission 08/27/17
1" = 10'-0"
1
SITE PLAN
SHEET INDEX
A0.0 COVER, SITE PLAN
ILC IMPROVEMENT LOCATION CERTIFICATE
A2.1 PLANS, ELEVATIONS, RCP/ELECTRICAL
08/25/17