HomeMy WebLinkAboutDRB100235 PlansG 0004 % ,
rothe Res
ot Tub Add
Lot 11, Vail Village West, Filing No. 1
Parcel no: 2103- 123 -12 -056
1778 Alpine Drive
Vail, CO 81 657
General Contractor
liantas i rs
Bu , Inc.
'! Box 4!
Av on , ! 81620
Mike D! ! ! ) 376-5444
-Save D! a(970 376-6111
V ail , .and Surveyor
0 7�eak Land Consultants,, Inc.
John Fee
1000 Lion's Ridge Loop
! 816
tel - (970) 476-8644
f ax ( 970 ) . i►• •
Civil Enaineer
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: C ons t ruc ti on C pa ny
Chris Todd
15967 S. Golden Road
Golden, CO 80401
tel- (303)974 -3007
fax - (303)974 -300
SHEET INDEX
.
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Topographic Survey
A1.1
Architectural Site Plan
Upper Level Floor Plan
A3.1
Building Elevations
..,.•
Typical YVall Section
LOT AND BUILDING ANRLY515
NO GHAN6E5 TO 6RFA
No GHAN6E5 TO 51TE COVERAGE
mpp design shop,, inc,
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Gy psum , CO 816
c (970) 390-4931
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June 15, 2010
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Job number:
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SEWER MANHOLE MH 0860
RIM ELEVATION = 8016.6'
(PROJECT BENCHMARK)
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ROCK RETAINING
WALL (TYP.)
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ASPHALT \
16 DRIVEWAY \ \\ +
ASPHALT
DRIVEWAY
LOT 10
lee +8058.1
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GARAGE LEVEL: 8141.2 N
\ .f 1st LEVEL: 8046.5
�` r -- ✓ ` 2nd LEVEL: 8051.4 SINGLE FAMILY s &
&LEVEL RESIDENCE
3rd LEVEL: 8056.4 ', 060.
3rd LEVEL: 8057.4 (UNDER CONSTRUCTION) G- 8066A � --� 4th LEVEL: 8062.4 a I0. . ��rk � `� 8067
80 4 5th LEVEL: 8068,2 806$.0 ,�. ✓
6th LEVEL: 8072.2 806510 \ 8067.
04 / !+; ��a 2 8067.7 1 � '
GENERAL NOTES
1. DATE OF TOPOGRAPHY: JUNE 7, 2010.
2. PROJECT BENCHMARK: SEWER MANHOLE MH0860 NORTH OF LOT 10 AND 11. RIM
ELEVATION = 8016.6'. (SEE DRAWING).
3. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE
INDICATED IN PARENTHESIS (XX.X').
4. THE SOLE PURPOSE OF THIS PARTIAL TOPOGRAPHIC MAP IS FOR AN ADDITION OF A
PATIO FOR A HOT TUB.
5. LOT 11 IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF DECLARATION AND
RESERVATIONS OF EASEMENTS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF
ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL
STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR
SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT
TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE
LAW AS CONTAINED IN INSTRUMENT RECORDED APRIL 13, 2007 AT RECEPTION NO.
200709525.
6. LOT 11 IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF APPLICATION FOR
REVOCABLE PERMIT RECORDED DECEMBER 22, 2008 AT RECEPTION NO. 200826843.
7. LOT 11 IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF APPLICATION FOR
REVOCABLE PERMIT RECORDED DECEMBER 22, 2008 AT RECEPTION NO. 200826844.
8. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT
PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD,
RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE
PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. V50026886, DATED
SEPTEMBER 21, 2009 AT 5 :00 P.M..
9. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST
DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT
IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF
CERTIFICATION SHOWN HEREON,
SURVEYOR'S CERTIFICATE
1, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF
THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS
MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND
CORRECT TO THE BEST OF MY KNOWLEDGE.
ralw
4
DATE:
RENT BIGGS
OLORADO P.L.S. No. 27598
(jQQ OR & ON BEHALF OF PEAK LAND CONSULTANTS, INC.
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
BUILDING SETBAC
c n
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0
S89 - 38.39'
M
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C?
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
C1
17 °59'16"
108,99'
34.22'
17.25'
34.08'
N53 3644 "E
SEWER MANHOLE MH 0860
RIM ELEVATION ^ 8016.6'
(PROJECT BENCHMARK)
4, A
lop
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8049'
RELOCATE EXISTING TREE
• • ..�.I!
LIMITS OF DISTURBANCE At
PROVIDE SILT FENCING AT 8 C
ALL DOWN HIL ASPECTS B ab
4" EVERGREEN TREE
(TYPICAL)
f
// NEW CONCRETE
SLAB -ON -GRADE
�Ile- PATIO FOR HOT TUB
LOT 12
8071,9 8078.2
5,1 '' � f
18076.8 r!
fr�r� . ��rrc;. , > • s�rrr„r
HOLD EDGE OF CONRETE SLAB OFF
OF FACE OF EXISTING STONE VENEER;
FILL SPACE WITH 1 j' CRUSHED STONE
TO T.O. NEW SLAB
NEW HOT TUB
"HOT 5PRiNG5 - VANGUARD"
NEW PATIO: CONCRETE
SLAB -ON- GRADE;
EDGE OF CONCRETE TO BE FLUSH WITH
r OF KEYSTONE BLOCK WALL ALL BELOW
} NEW 42" HIGH SOLID WOOD RAILING
A3.1
RAISED SECTION KEYSTONE BLOCK W
FOUNDATION ALL
5t ^1I
MIN. FROM
PRnPFfz"TY I_INF
i
5 4
8068.9
8074.7
8076.5
8080.7
UPPER LEVEL FLOOR PLAN
Seale: 1/5.. - 1-O
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8079.8
`
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- 4
$080.1
LOT 11
0.27 ACRES `� A'FC p & �R f'j
ADDRESS: 1778 ALPINE DRIVE ��� SON
/'
1�1 � a � - °° -- ,, LIMIT OF DISTURBANCE LINE
(RECEPTION No. 928724)
I
A1.1
V 15.0'
Qi
GRAPHIC SCALE ~ �`�. BUILD SETBAC c0
10 0 5 10 20
{ IN FEET) •,~ `` �o I o
1 inch = 10 ft.
0
S89 °41'00 "W - 38.3�� -
51T PLAN I
5caie. v 10
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ABBREVIATIONS
APP
ABOVE F045HEP FLOOR EW EACH WAY LT L76HT SECT SECTION
AGGOUS
AGCUSTICAJ. ELECT ELECTRON. MFR MANUFACTURER 5DN EISNER
ADP
ADDENCiM M ELECTRICAL. C'04 GTGR MATL MATERW. SHT SHEET
APJ
AAGENT EL ELEVAT4N MO MASONRY OlfiNiNb
OJ SVF SHEET VINYL FIFORRi6
A66R
ALT
AG6REOATE E409 @#INFER MTL ME'K SHLV SHELV (ES) (M6)
ALL"
ALTERNATE SO EO)AL MAX MA>04M SM 5,"ILAR
AU.MMUM EX6 EX15TN6 MEW MIZHAVIGAL SL SWN6
AFPD
APPROV EJ EWA45ON JOINT MG NIECMAMGN. O'trRACTOR. STO 5OWIP- TRANSMS5 ! Q AS5
ED
APPROX APPROXIMATE ELI° Wr(X MEP M874 (iii (K) SP56 SPEO7FlWT;OH
ARCH
ARCHITECT AX44J MKT EKTERJOK MN MINMUM 50 SQUARE
A5AP
AS SOON AS POSSIBLE PO PAGE OP MSC M56ELLANEOU EF $0VARE FEET
BBR
BASEBOARD RADIATION FN FMSH NOM NGMNAL ^.f STAMLE55 STEEL
BM
BEAM FP FAEPROOP NY,, NOT IN GONTP.A4T STP STA4OARD
EMS
5EARM6 FPL FAMPLALE NA NOT APPLICABLE STL STEEL
13"
BELOW FW6F {ED FLOOR FW FtXM4E NTS NOT TO SCALE 5TRI.tGT 5TRllGTURAI
Bet
airreEEN FLIT FLOOR OC ON cENTFR °JJB Vi
BLK
BLOCK FP FLOOR PRAM OP6 OPL'NM6 SIM SUPPLEMENT
BSMT
Si FT FOOT, FEET C" OPPOSITE S§5 SURFACED FOUR SOM5
M
BRTHSH THERMAL UNTT(S) MS FOOTM6 ORN ORNANENTK SUSP SUSPETiO(ED)
BD
BOARD FPN FOUNDATION OFH OPT'057E HANP TEL TELE1g4ONE
85
BP
BOTH SOES FURS PM46H 00 OUTSM PAMETER TV TELEVSON
BOTTOM OF 6K 6ALLION PTN FART F TEMP TEMPERED
BLP6
BULON6 6A SAU6E 6 PENNY MAILS, EGTJ THK Ti
GAB
CABINET 6ALV 6KVNQEP FERF FERFORATF.(P) TLr TOLE'T
CL,CC
CENTER LINE 6G 6ENERAL CONTRACTOR FLAST FLA57M T46 TONOVE ANP 6ROQYE
01.6
CEILING 6L 6LA%, 6LAZF.D FLA5 FLASTIG T45 TOP AND BOTTOM
C,FR
CERAMIC 6R 6RAOE FL PLATE TO TOP OF
CLR
CLEAR 61P 6Yra" FLEX PLID06LASS T TREAD
C IO
CLOaET 6M 6YF5UN rIALLBOARP PLMB PLUMBbkPi TYP TYMAL
CLD
CLO
CLOTHES PRYER i HARDrWtE PLY PLY/i'+O. P V, VIVER64OLto
GUN
CILOTH15 WASHER HD HEAD PROJ PROJECT Ui6L UNi6LA2W
COL
COW" HVAC HEAT9116, VENTING. AND PROF FROFERTY UiFM VNFME5HE0
GONG
CONCRETE AM GONVIPONN6 OT OARRY Ti UNO. UNLESS NOTED OTNE)i
CJ
CA"TRUGTON JOINT HOR6 HORZONTK OTY OUAHTTTY U.O.N. UNLESS OTHERW -E Hai
COW
GONTR:UOtIS HP HORSE FOYER R RADIUS LW- UNIFORM 0UtiAN6 C4DE
COORP COORPPINATE FBNi HOT WATER HEATER RD ROOF ORAN Vir VERIFY N FM.D
GTR
COUNTER HT HEIGHT RM ROOM VERT VERMA.
CB
="I'm SNK e" 114 WOE (P) (N6) RS ROU61 SAYN VCT VINYL. W41 f5 ON TILE
CP
CUBIC FEET NFO INFORMATION ROB REULeM WVE BASE V VOLT
PF
PAMPRCOFN6 Der INSPECTOR. INSPECTION RA RE7AMN6 ^A.L M WATER HEATER
DEPT
DEPARTMENT 0 iNSZ'm PIAMETER REF REFER WC WATER CLOSET
DTI.
PETAL IN501. MSU.ATi(7N REFR REFRIGERATOR re WATERPROOF
M,O
DUMEIER RTC INTERIOR RBNP RENFORGE (D) WT ye4w
P od
rill tOH Jr JOINT REBAR RE IFORCN6 BAR (S) W^4 WELDED YORE FASRfG
DIN
D51 06HER cr JUNCTION REEL RESi.EMT rc" WNOOW
PH
PCPN KNFi KILOWATT SOM ASOV REOURW rir WTH
DR
MAN LAB LAWRATOR.Y R 1 14/0 WTNOUT
DA46
PRAM ib LAM 1 (0) RO ROUSH OPEi1N6 ro 6000
EA
EACH LAW LAVATORY SAN SANITARY r014 roRKNC
6 EN ERAL NOTES
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.G.) shall verify all dimensions and site conditions before starting
work.
3.
it is the responsibility of the G.G. 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 OD's, or between the OD'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.) ail existing conditions dimensions, locations and site
conditions prior to new construction.
6.
The 6.0. 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.
'1.
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.
S.
The G.C. shall be responsible for the safety and care of adjacent properties
during construction, for compliance with federal and state 0.5.H.A, regulations,
and for the protection of all work until it is delivered completed to the owner.
q.
The G.G. 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 6,0. 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.G. equipment, recessed items, and all other items as
required.
13,
Provide smoke detectors in accordance with the 2003 IRO.
14.
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,
15.
Changes to these Contract Documents shall be noted in the field and maintained
on -site for the duration of the project for construction observation.
16.
As -built drawings will be provided to the Town prior to the issuance of a
Certificate of Occupancy.
&ENE1-.I&NL.5ITE NOT -S
1.
The General Contractor shall provide erosion control in conformance with Town
of Vail 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 Town of Vail.
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.
I.
Road cuts and any other construction in road right- of-way shall conform to
Town of Vail guidelines.
8.
All compaction shall be in accordance with the Soils Report prepared by the
Geotechnical Engineer,
q.
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.
11.
Gradually round off tops and toes of all planted slopes, unless shown otherwise
in grading details.
15.
Grade away from all buildings at a minimum slope of 10% In unpaved areas and
minimum slope of 2 In paved areas.
1q.
Gleanouts shall be provided for all changes in lines and /or grade or the sanitary
sewer service.
20.
Conform to Town of \/all 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 and service
providers in advance.
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Drawing Title:
Site Flan
NEW CONCRETE PATIO ON GRADE YV
42" 1-116H RAILING
NEW HOT TUB
( ATION
CONCRETE
2X6 TOP RAIL
1x4 HORIZONTAL TRIM
BOARDS - TOP, BOTTOM 4
SIDES
lxro WOOD BOARDS TO MATCH
EX15TIN6 HOUSE SIDING
io
4X4 RAILING P05T
1x4 HORIZONTAL TRIM
5OARP5 - TOP BOTTOM 4
2x4 56TTOif#b
CONCRETE SLAB -ON- GRADE;
RE: 5Tl;,UCTURAL DNV5
A A
1 4;
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KEYSTONE BLOCK RETAINING
WALL
RE:5TRUCTURAI DY4&'5
NEW 50LID STONE E
EPDXY BOLT TO EX16
CONCRETE SLAB/FOUNDN
EPDXY BOLT NEW SLAE
EXISTING CON01;
5LAB/FOUNPATIOt
REOUIF
RE: STRUCTURAL VY
19
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YNF.5T ELEVATION
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A
T.O. EX15TIN& PATIO O IL
. . . . .............
T.O. EXISTING PATIO OL
EL 8070'-4" \ - ) v
NEW RAILING;
4X4 POSTS;
5OL112 HORIZONTAL WOOD BOARDS
TO MATCH EXISTING HOUSE;
2X6 TOP RAIL, 2x4 BOTTOM RAIL
NEW CONCRETE PATIO:
CONCRETE 5LAB-ON-GRADE;
KEYSTONE BLOCK FOUNDATION kNALL5
TO MATCH EX15TIN6;
RE: STRUCTURAL VWVS
NE PATIO ON (5RADF-.VV
4:i 4 CONCRETE
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( ATION
CONCRETE
2X6 TOP RAIL
1x4 HORIZONTAL TRIM
BOARDS - TOP, BOTTOM 4
SIDES
lxro WOOD BOARDS TO MATCH
EX15TIN6 HOUSE SIDING
io
4X4 RAILING P05T
1x4 HORIZONTAL TRIM
5OARP5 - TOP BOTTOM 4
2x4 56TTOif#b
CONCRETE SLAB -ON- GRADE;
RE: 5Tl;,UCTURAL DNV5
A A
1 4;
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KEYSTONE BLOCK RETAINING
WALL
RE:5TRUCTURAI DY4&'5
NEW 50LID STONE E
EPDXY BOLT TO EX16
CONCRETE SLAB/FOUNDN
EPDXY BOLT NEW SLAE
EXISTING CON01;
5LAB/FOUNPATIOt
REOUIF
RE: STRUCTURAL VY
19
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YNF.5T ELEVATION
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A
T.O. EX15TIN& PATIO O IL
. . . . .............
T.O. EXISTING PATIO OL
EL 8070'-4" \ - ) v
NEW RAILING;
4X4 POSTS;
5OL112 HORIZONTAL WOOD BOARDS
TO MATCH EXISTING HOUSE;
2X6 TOP RAIL, 2x4 BOTTOM RAIL
NEW CONCRETE PATIO:
CONCRETE 5LAB-ON-GRADE;
KEYSTONE BLOCK FOUNDATION kNALL5
TO MATCH EX15TIN6;
RE: STRUCTURAL VWVS
NE PATIO ON (5RADF-.VV
4:i 4 CONCRETE
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Da te
PRB 5ubmission lor,115110
lob number: 1002
Prawn by: Mpp
Checked by: Mpp
Wrawing Title.
Elevation5
Petail
(sheet Number:
►mil
TYPICAL kNALL 5ECTI
Scale Ir -
- PETAIL
NORTH ELEVATION
Scale: 1/5'. = i--o,-