HomeMy WebLinkAboutB09-0058 PlansEDGE OF STREET PAVING
REMOVE WOOD EDGING
REMOVE TREES
525 170.00' 5EE LANDSCAPE PLAN
C3 XX DENOTEE5 13U5H WITH
APPROXIMATE DIAMETER
51TE AREA = 22,950 OF
ALLOWABLE BUILDING FOOTPRINT = 20% = 4,590 OF
LANDSCAPE AREA = 00% = 13,770 OF
BUILDING FOOTPRINT = 1,472 OF
DRIVEWAY = 926 OF
5TEP5, WALKS &OHED = 2596F
LANDSCAPE AREA = 20,293 5F
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EDGE OF STREET PAVING
MEADOW LANE (50 R. M.)
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LANDSCAPE AREA = 1 5, '1 98 OF It
ONE DWELLING UNIT
NO EMPLOYEE HOUSING UNITS
2 ENCLOOED PARKING SPACES
2 UNENCLO5EL) PARKING 5FACE6
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MEADOW DRIVE (50 R.O.W.)
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WATER & 5EWER MAINS IN MEADOW LANE MEADOW LANE (5 0 R.O.W.)
ELECTRICAL5ERVICE5 IN MEADOW LANE
2" INVERT
M
EDGE OF STREET PAVING
I
EXISTING CONTOUR LINES
PROPOSED CONTOUR LINES — — —
Monitored fire alarm system required In existing and in new addition/ga
System shall comply with NFFA 72 (2002 ed.) and VFE55tandardc,.
6" CONCRETE SLAB
(4000 P51 WITH 1.5 Ibe/CY OF FIBER ME5H)
ON ro" CLASS ro BASE COURSE
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EDGE OF STREET PAVING
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MEADOW LANE (50 R.O.W.)
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JAN 23,2009
I DRAWN PC
REMOVE ALL CEDAR SHINGLE5
FIRST FLOOR LEVEL = 8551,0 & UNDERLAYMENT DOWN TO
TOP OF SHEATHING
EXISTING ROOF P L A N
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REMOVE ALL CARPET IN THE BASEMENT
DAS M NT DEMOLITION PLAN
1/4
1. ►..i u r r � 1
BASEBOARD HEATER
TO REMAIN
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REMOVE 5TErS
& LANDING
REMOVE WALL
rf
REMOVE
BASEBOARD
HEATER
REMOVE ALL BATH
ITEMS & FINI5HE5
REMOVE WALL
REMOVE DOOR5
5EE SECTION FOR REMOVAL
OF LIVING ROOM CEILING
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REMOVE TILE FLOOR
& UNDERLAYMENT
BASEBOARD HEATER
TO REMAIN
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FIRST FLOOR DEMOLITION PLAN-
C OVERED D ECK
REMOVE BEAM BETWEEN
CENTER COLUMNS
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REMOVE DECK 13OARD5 &
5LEEPEK5, REMOVE 5TEP5
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REMOVE DROPPED CEILING AT TH15 ROOM
REMOVE ALL BATH WN
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REVISION #2
AUG 21, 2009
REVISION #1
FEB 1 , 2009
JAN 00.
I -DRAWN PC
TYPICAL LIGHT
FIXTURE'A"
EAST ELEVATION AT KITCHEN
13EHIND SCREEN WALL
1 /4 " =1' -0"
ROOF RIDGE 8500.4-
I
I GARAGE DOORS
L I
GENERAL NOTE ON TYPE "A" LIGHT FIXTURES:
THE HEIGHT NOTED 15 APPROXIMATE & THE
FIXTURE SHALL BE LOCATED IN THE MIDDLE
OF A PIECE OF LOG 51DING CL05EST TO
THE DIMENSION SHOWN
R OOF RIDGE 856
TERRACE SURFACE
HANDRAIL HANDRAIL
I I
I
PAINTED WOOD
FASCIA
TYPICAL
OVERHANG
CONCRETE FOUNDATION
THIN LOG 51DING I I I
THIS WALL ONLY, I f
SEE DETAIL I I
.......----._._....._..®.—.._.... �. �.._....—.®._..._._......_., �.._.... ._..,_....,,,.---- . � ,.._ ..._ .._ .._ .�..._ . . , ..._ . __.J �SASEMENT 8�a42.�7®.........._
EAST ELEVATION
1 /4 " =1' -0°
I P05T,1 OR 2 TYPE "B" LIGHT FIXTURES P05T AT 30" ABOVE DECK, 5EE I i I
I AT 30" ABOVE DECK, HE FLOOR PLAN FLOOR PLAN FOR ORIENTATION -- — `"' — —
I FOR ORIENTATION I I
� � I
CEMENT 8542.17 ._._.. .... ,. ��.«,,. ...._.. .,._.�., .......... _....L........ �.._... ®. �. ®._._.�..._ .�.�..®.�.`._.._..._ . __. �._ .._.�. ' _...........—. r._..,,_.._.— ...._. ®.— ..._.. —.— I
_I,
WEST ELEVATION
1/4 1 1 -0 11
EXTERIOR FAINTING
PREP & PAINT ALL EXTERIOR 51DIN65 & T1 1M
1DATION
EXTERIOR FINISHES
Log Siding to match with chinking
Paint at log Siding & lap Siding = Benjamin Moore Harbor Gray AC -25;
chinking to be oeparate color selected by owner
Windows = Jeld -Wen clad
Paint at fascia & roof overhangs = match Marvin window clad
Gu & downopouto = match Marvin window clad
Roof = DaVincl 5hake Weathered Gary
Decking = Evergrain decking
Stone at front ocreen wall = match exiotinq chimney atone
R OOF RIDGE 5560
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FIR5T FLOC
GENERAL NC
THE HEIGHT I
FIXTLIREOHA
oFA�IECE
THE DIMEN51ON SHOWN
EXTERIOR FAINTING
M�rr"r 07
PREP & PAINT GARAGE MAN DOOR
PREP &OTAIN GARAGE DOOR
PREP & OTAIN FRONT D•• K
NORTH ELEVATION
1/4"=T-0"
ROOF RIDGE 8567.7
ROOF RIDGE 8566.4
. . ® . . . . . . . . . . . . . . . . ....... . .
DA VINCI SYNTHETIC
5HAKE CLA55'A'ROOFING
DA VINCI SYNTHETIC
5HAKE CLASS 'A'ROOFING
RIDGE VENT
ROOF RIDGE 8503.9
PAINTED WOOD
FIXTURE'A' 1LA>8
M5 I FA5CIA PILIGHT OW5 W ITH
I _.. _._..____.____ 1______._________._.. ___— __.________...___...._____ I
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
SOUTH ELEVATION
1/4"=T-0"
5TONE 5TEP5 &
TERRACE5URFACE
EXTERIOR FIN15HE5
Log Siding to match with chinking
I'aint at log aiding & lap Siding = Benjamin Moore Harbor Gray AC-25;
chinking to be Separate coloroolected by owner
Winclowc, = Jeld-Wen clad
faint at fa6cla & roof overhangs = match Marvin window clad
Gutl;ero & downepouto, = match Marvin window clad
Roof DaVinci Shake Weathered Gary
Decking = Evergrain decking
Stone at front ocreen wall = match existing chimney 5tone
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36" HIGH X 8" DIAMETER LOG
P05T, 1 OR 2 TYPE "13" LIGHT FIXTURE5
AT 30" ABOVE DECK, SEE FLOOR PLAN
BASEMENT b542.67 FOP, ORIENTATION
— - — - — - — - — - — - . . . . . . -j
RIDGE VENT
5TONE PAVING OVER
4" CONCRETE WITH
EXI5TING 2X4 FRAME WALL
WITH FULL LOG SIDING
WHERE PAVING MEETS EX15TING
LOG 51DING, REMOVE LOG5
& ADD 4" CMU WITH DAMPPROOFING
t% F1 kc;HfKlr�
REMOVE CEDAR 5HAKE5 & UNDERLAYMENT;
ADD 51MULATED CEDAR 5HAKE5 OVER
ICE & WATER 5HIELD
RIDGE VENT
EXISTING ROOF FRAMING:
5HEATHING & AIR SPACE
SH OVE 2 X12 R AFT ER S
REMOVE CENTER BEAM AT PORCH ROOF;
ADD 16" LONG MATCHING LUMBER WITH
1 X 12 51DE TRIM; 5EE ELEVATION FOR
OVERHANG APPEARANCE
EXISTING PO5T5 & BEAM
AT ROOF EDGE
TREX DECKING ON NEW TREATED
Yet r - -- - -- ^lLI Y- 11.- -Plil/ - t1^- -
TREX DECKING
ON 2X12 TREATED
FRAMING
ni if -"r-"3 A Ilk I,-
2X6 Ca
R-21 1
1/2 "C
1/2" E
AIR INI
1X6C
THIS WALL ONLY: RE5AW
LOG 51DING A5 THIN A5
PRACTICAL & APPLY
TO SHEATHING OVER
AIR INFILTRATION BARRIE
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mok
Ish
ti
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BLOCKING & LAP
SIDING AT DECK EDGE
EXISTING
CON5TRUCTION
• � e
F —
s
PO5ITION OF
EXI5TING STONE
CHIMNEY
3/8 " =1'-O"
e r
SECTION
TILE 3 WALLS
OF TUD
SURROUND
• ' 'rr
• i1
51LE5TONE TOP
WITH 4" D/5
WOOD P3A5E
A SEMENT 13 ATH ELE V A TION5
TILE 3 WALLS
OF 5HOWER
SURROUND
CA13INETO NOT DRAWN,
SEE ALLOWANCE
3/6"=l'-O"
GRANITE TOP
WITH 6" 13/5
CA13INETO NOT DRAWN,
SEE ALLOWANCE
OVENS ICE DW DAR
MAKER SINK
CADINET5 NOT DRAWN,
SEE ALLOWANCE
KITCHEN ELEVATION
SALVAGE
30 " REF
3/8 " =1' -O"
CADINET5 NOT DRAWN, WA5HER - DRYER CADINET5 NOT DRAWN,
SEE ALLOWANCE SEE ALLOWANCE
MUPRoo Yt
3/8" =1 " -0"
CADINET5 NOT DRAWN,
SEE ALLOWANCE
WOOD DA5E
FRAMELE55 CLEAR GLASS
SLIDING ENCLOSURE
WOOD 13AOE
MASTER ATH
CLOSET ITEMS DY OWNER
0 Bal
CLOSET ITEMS DY OWNER
3/8 " -1' -0"
WOOD DA5E
SHELVING DY OWNER
TILE P3A5E
1 1
CLOSET ITEM513YOWNER
3/8 "" =1 ` -O ""
35" REF
TILE ,3 WALLS
OF SHOWER
SURROUND
•
i '
GRANITE TOP
REPLACEMENT
WINDOW
MIRROR WITH
CA51NG FRAME
51LE5TONE TOP
WITH 4" D/5
"• R
TERRAZZO
SHOWER
DA5E
CADINET5 NOT DRAWN, FRAMELE55 CLEAR GLA55
SEE ALLOWANCE SLIDING ENCLOSURE
DA 2 EL VA
3/8 " =1' -O"
SHELVING
13Y OWNER
I I I
# ANTY
3/8 " =1' -O "
TILE 3 WALLS
OF SHOWER
SURROUND
SHELVING
13Y OWNER
SEE ALLOWANCES
FOR GAS LOG FIREPLACE
& MANTLE
STONE FACE
TO MATCH
EX15TING
a s !► 'r r �► a
JAN 23,2
DRAWN PC
f r I �rC� / /
i
s.
1 /4 " =1' -O"
DIRECT VENT
GA5- FAZED
801LER
1 -/1 /2" ROUND
HANDRAIL AT 34"
13 RI5ER5 g 7-1/24
10" TREADS WITH
1 "N05ING
N
41t ��
6x815EAM EACH 6IDE
OF FIREPLACE; 4x6 REAM
AT END WALLS
4x813OX BEAM
SOX SEAM5 ARE KNOTTY ALDER
WITH 6LIGHT D15TRE56;
MITER CORNERS
5ECTION LIVING ROOM CEILING i► A
A -1 1
EXTERIOR LIGHTING
,A = Ultrallght5: 9709 bronze finish, 60 wattr,
E3 = Dock Rail Lighting-, cast brass post light, matte bronze finish
1
GENERAL STRUCTURAL NOTES
JVA Job # 13591
DESIGN LOADS: 2003 I C w/ Vail Amendments
Snow 80 psf (6 :12 Roof Slope)
Wind 90 mph, exp B, 3 second gust
Floor 40 psf
Exterior Decks
Uncovered 100 psf
Covered 60 psf
FOUNDATION
Foundation design is in accordance with recommendations contained in soils investigation Report Number 08 -2074 prepared
by Ground Engineering Consultants, Inc, dated November 24, 2008.
The report is hereby referenced and except where otherwise specifically noted herein, all recommendations and precautions
contained in that report shall be adhered to by the contractor.
Footings shall be placed on undisturbed natural sail or compacted fill tested and approved by soils engineer.
* Maximum design soil pressure: 2000 psf
CONCRETE AND REINFORCEMENT:
Concrete shall conform to applicable provisions of ACI -301 and 318.
Minimum 28 day compressive strength (F'c)
as follows:
• Slabs: 4000 psi
• All Other Concrete: 3000 psi
Cement Type: Type 1/11
Deformed reinforcement: ASTM A615 grade 60, except bars specified to be field -bent, stirrups, and ties which shall be grade
40. Bars to be welded shall conform to ASTM 706.
Fibremesh: 100% virgin polypropylene, fibrillated fibers as manufactured by Fibremesh Co, per ASTM C -1116 type 111
4.1.3 and ASTM C -1116 performance level one, 1.5 lb. per cubic yard.
Welded Wire Fabric (WWF): ASTM A185. See also plan.
Typical minimum foundation reinforcing: 2 #5 top and bottom, (except as noted) continuous at comers and steps.
Reinforcement shall be fabricated and placed per ACI Manual of Standard Practice (ACI -315). At splices, lap bars 50
diameters unless noted otherwise.
Minimum 2 #5 around all four sides of all openings, extend min. T -0 beyond openings.
Concrete cover over reinforcing: 1.5" for concrete placed against forms; 3" for concrete placed against earth. See also
drawings.
In continuous members, splice top bars at mid span and bottom bars over supports.
Keep reinforcement clean and free of dirt, oil, and scale. Oil forms prior to placing reinforcement.
STRUCTURAL STEEL:
Structural Beams: ASTM A992
Angles, miss.: ASTM A36
Anchor Bolts: ASTM A1554 GR36
Standard pipe columns: ASTM A 53, Grade B
Tube Columns: ASTM A500, Grade B, 46 ksi
Connector bolts: ASTM A307
Adjustable pipe columns:
* 3" diameter, I I (eleven) gage, shall be certified by the manufacturer for a safe load capacity of 13,500 lbs. at T -6"
* 3" diameter "Heavy Duty" schedule 40 (3.5" O.D.) Columns shall be certified for 28,000 lbs, at T -6 ".
* Maximum screw extension 2 ".
Expansion Anchors shall be NER approved, installed in accordance with manufacturers specifications.
• In concrete: Wedge Type
• In solid masonry: Sleeve Type
Non - shrink grout beneath column base and beam hearing plates shall be non - metallic with minimum compressive strength
5000psi.
All structural steel shall be fabricated and erected per the current edition of RISC Steel Construction Manual.
Welding by qualified welders. E70XX electrodes.
Except as noted, framed beam connections shall be detailed to develop 0.6 x Allowable Uniform Load values tabulated in the
9th Edition AISC Manual, Pp. 2 -27 and following.
All beams sliall have fitted web stiffeners welded to each side of webs above and below columns. (V4" plate or as noted)
Glue wood nailer plates to steel beams and attach with either 1/2" diameter bolts at 32" o.c., staggered or 0.145" diameter
powder actuated drive pins at 16 "o.c., staggered.
LOOSE LINTELS:
Minimum lintel except as noted, one angle for each 4" of wall thickness to bear 6" each end:
* Openings to 4' -0 L 3 -1/2 x 3 -1/2 x 1/4
* 4' -0 to 5'-4 L 5 x 3 -1/2 x 1/4
* 5 " -5 to 6" -6 L 6 x 3 -1/2 x 5/16
WOOD FRAMING:
Dimension Lumber is designed and shall be supplied using BASE VALUES Design Criteria.
"Pressure treated lumber" shall be framing material of the specified species which has been pressure treated with a decay and
insect resistant solution, met` current standards for wood in contact with concrete or earth. p lates in contact ill
ms a rng all o S p
with masonry or concrete foundations, footings or slabs may be treated Timber Strand LSL (zinc borate treatment).
Sodium borate treatment may also be acceptable for sill plate applications when protected from weather. Acceptable
treatment mediums for wood in contact with earth or in exterior applications include ACQ -C and ACQ -D (Alkaline
Copper Quaternary) and copper azole (CBA -A and CBA -B). DO NOT USE WOODS WHICH HAVE BEEN TREATED
WITH AMMONIA BASED CARRIERS. All connectors shall meet the recommendations of the pressure treated wood
manufacturer, but shall be not less than Hot Dipped Galvanized meeting requirements of ASTM A653, such as Simpson
ZMAX. (GI 85). All screws, nails and bolts shall match hangers and other connectors, and shall meet ASTM Al 23 for
individual connectors, and ASTM A153 for fasteners. For durability, it is our recommendation that connectors used in
exposed conditions with treated lumber be stainless steel. Do not mix galvanized and stainless products. Do not allow
aluminum to contact treated wood.
Pressure treated lumber to be Hem Fir No.2 or better
Top and Bottom Plates: Hem Fir No.2 or better
Hem Fir Studs UNO: 2 x 4 and 2 x 6 to 8' -0: stud grade
2 x 4 over 8' -0: standard and better
2 x 6 over 8' -0: No. 2 and better
Beams: Douglas Fir No. 1, Fb =1350 psi, E= 1,600,000 psi
Columns: Douglas Fir No. 1, Fb =1200 psi, E= 1,600,000 psi
Laminated Veneer Lumber (LVL): Manufactured 1 3/4" wide by Trus Joist or equivalent.
Fb =2,600 psi, E= 1,900,000 psi, Fv=285 psi, depth noted on plans.
Rim Joists = 1 -1/8" x depth indicated by Trus Joist.
Glued, laminated framing members per ANSI Standard A190.1 -92. Mark members with an AITC Quality Stamp and furnish
an AITC Certificate of Conformance. Doug Fir, Fb = 2400 psi, E = 1,800,000
Simple span: Combination Symbol 24FV4, zero camber.
Multiple span, continuous beam, and cantilevered beams: Combination Symbol 24FV8, zero camber.
All plywood and oriented strand board (OSB) sheathing shall be engineered grades with APA grade stamp indicating
appropriate maximum spacing of supports.
• Floor sheathing: nominal 3/4 ", APA Sturd -i -floor @ 24 inch o.c. tongue & groove glued and nailed.
• Roof sheathing: minimum 5/8" CDX plywood, or 19/32" OSB, APA 40/20, nailed-
* Wall sheathing: 1/2" CDX plywood or 7/16" OSB, APA 24/16, blocked and nailed.
Nail wall sheathing with 8d commons at 6" o.c. at panel edges, and 12" o.c. intermediate framing U.N.O. BLOCK AND
NAB, ALL EDGES BETWEEN STUDS Sheathing shall be continuous from bottom plate to top plate. Cut in "L" and
"T " shapes around openings. Lap sheathing over rim joists min. 4" at all floors to tie upper and lower stud walls together.
Minimum height of sheathing panels shall be 16" to assure that plates are tied to studs. Use minimum 3 -8d per stud and
nail plates with edge nail spacing.
Sole plate at all perimeter walls and at designated shear walls shall be nailed as for braced panels with 3 -16d x 31/2" long
box nails (coated or deformed shank) per 16 ". 12d nails are not acceptable.
End stud at each doorjamb, at all exterior corners, and at ends of OSB sheathed wall sections shall have one H4 anchor to the
sole plate.
SHEATH ALL EXTERIOR WALLS. SHEATH INTERIOR WALLS AS SHOWN ON THE DRAWINGS.
Minimum nailing shall comply with IRC Table R602.3(1) except where more or larger nailing shown on drawings.
Log construction shall comply with the 1996 Log Building Standards. Building logs shall be graded in accordance with the
Timber Products Inspection, Inc (TPI) grade rules shall meet specific grading rules developed by TPI in accordance with
ASTM D 39 -84. See plans for specific log species requirements.
Provide jamb buck details to carry full lateral load of interrupted logs.
Log courses shall be spiked at ends, corners, and at 4' -0 maximum spacing.
All roof rafters, joists, trusses, beams shall be anchored to supports with metal framing anchors. Truss to truss connections
specified by truss supplier, unless specifically noted on the drawings.
Lower chord of gable end trusses shall be anchored to wall plate with framing anchors at 4' -0 on center and laterally braced to
roof framing at 8' -0 on center maximum spacing, or as required by the fabricator.
Double joists under partitions where joists are parallel to partitions.
Provide continuous wall studs each side of wall openings equal to one half or greater of number of studs interrupted by
openings.
All wall studs shall be continuous from floor to floor or from floor to roof.
Cross bridge all dimension lumber roof and floor joists at midspan and provide solid blocking or rim joists at all joist supports
and joist ends. Truss supplier shall specify all roof truss bracing and bridging. See prefabricated 1-joist
recommendations for blocking.
Solid block between trusses at bearings.
All prefabricated plywood Web I -type joists shall be installed per the manufacturer's recommendations. Do not cut or notch
chords in any manner. Holes in webs shall not exceed manufacturer's published limit criteria.
Pre- engineered, prefabricated trusses shall be designed for the fabricator by a Professional Engineer Registered in the State of
construction, and shall comply with Code and the Truss Plate Institute Requirements.
Unless otherwise indicated, trusses shall be designed for perpendicular to grain bearing on Hem Fir plates (405 psi). End
grain bearing is not allowed unless accepted in writing by JVA. Design truss bearings for bearing blocks or Truss
Bearing Enhancers as required to compensate for overstresses. Specify size, species and nailing for bearing blocks.
Metal connectors: Simpson Strong Tie unless otherwise noted, installed with number and type of nails to achieve maximum
rated capacity. Note that heavy duty and skewed hangers may require special order.
All beams shall be braced against rotation at points of bearing.
Drypack grout all beam pockets full after beams are set.
Unless otherwise indicated, install two lengths of solid blocking x joist depth x 12 inches long in floor framing under column
loads. Columns must have a continuous load path to foundation.
Lead holes for lag bolts shall be 60 to 70 of lag shank diameter in compliance with AITC criteria.
STRUCTURAL ERECTION AND BRACING REQUIREMENTS
The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and
braced. The contractor, in the proper sequence, shall provide proper shoring and bracing as may be required to achieve
the final completed structure.
These plans have been engineered for construction at one specific building site. Builder assumes ALL responsibility for use
of these plans at Any Other building site. Plans shall not be used for construction at any other building site without
specific review by the engineer.
Observations of foundation reinforcing or framing required by the owner, lender, insurer, building department or any other
party will be accomplished by the engineer at the owner`s expense. At least 24 hours advance notice is requested.
All slabs on grade shall be separated from adjacent structural and finish elements to allow free movement of the slab, unless
specifically shown and noted otherwise.
The foundation design shown assumes that the owner/builder is aware of the presence of expansive soils, and that he has read
the previously referenced soils report. Use of these plans is indication that the owner/builder accepts the risks associated
with building on this site, especially those related to slab on grade construction in finished areas. JVA will not be held
liable for damages caused by slab movement.
SHOP DRAWINGS
Fabricator and / or supplier of rebar, structural steel, prefabricated wood trusses and prefabricated floor joist systems shall
submit shop and erection drawings for architect and engineer review. Submit one reproducible and two prints for each
drawing. Allow five working days for review.
SYMBOLS LEGEND
GENERAL SYMBOLS
COLUMN SYMBOLS
16d
CMU
Column Above this level. See Next
Level Framing Plan For Size.
Column or Other Element Below
See Schedules & Notes.
Gk = Column
BPx = Base Plate
Mr = Embed Plate
ABx =Anchor Bolt
HDx = Holddown
211 "M
Concrete
3'
Existing Concrete
�<�
Earth
8d
Interior Wood Bearing Wall
1 21
Wood Shear Wall
zi�
Shoring
Column Continuous Through
Floor Framing.
<£>
Existing
<'N>
New
"X" Number of Trimmer Studs Below
Y Number of King Studs Below
<R>
To Be Removed
,
Shear Wall. See Schedule for Sheathing
g
Type and Nailing.
XX12 ,
Roof Slope
~�-- "X" Number of Built-Up 2x Studs
in Column Below
SL_ OPE
Direction of Slope
ENGR
1 Engineer
L --- Wall Holdown
FOUNDATION SYMBOLS
FRAMDVG SYMBOLS
(XXX =X)
Top of Foaling Elevation
%
L
r
Wood Joist Supported B
PP y
Metal Hanger.
'
Continuous Spread Footing Mark.
See Schedule For Size and Reinforcing.
F.I X
Isolated Spread Footing Mark.
See Schedule For Size and Reinforcing.
Section
AL
Wood Joist Continuous Over
Intermediate Support.
PI
�
Drilled Pier Mark. See Schedule
For Size and Reinforcing.
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Machine bolt
Woad Joist Bearing
On Top of Support.
A/
Pier Penetration
£LEY
Top of Concrete Wall Elevation.
jELEYJ
Top of Steel/Wood Beam Elevation,
BL X%X' -
Brick Ledge Elevation
Sheet
Top of Sub -Floor Elevation.
M Top
of Concrete Slab Elevation.
Clear
Joist
Galvanized
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Beam
FRAMES
GC
Header
PAF
Braced Frame
General
Span Direction of Steel Form Deck
CMU
Concrete Masonry Unit
RFx
Glue laminated Glulam)
Rigid Frame
COL
Step In Floor Elevation
N41L CAI_LOUT
O MM
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32'
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3'
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JOB #: 13591
DATE: 816/09
ISSUE: REVISION #2
2009 JVA INC
•
SHEET NO.
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ABBREVIATIONS KEY
AB
Anchor Rod (Bolt)
EF
Eac Face
LVL
Laminated Veneer
L umber (generic term
RMO
Rough MasonnL0 nin
ADDL
Additional
EJ
E xpansion Joint
RO
Oveni
DJ
Adjustable
EL
Elevation
MACH
Machine
SC
Slip Critical
_ L A
AFF
Above Finished Floor
ELEC
Electric (Electrical)
MASY
Masonry
SC14
Schedule
ALT
1 Alternate
ENGR
1 Engineer
MATL
I Material
SDST
SelfDrillin SelfTa in
AMT
Amount
OCJ
Equal
MAX
Maximum
SECT
Section
ANCH
Anchor, Anchora ge
_ KQ
EQUIP
Equipment
MB
Machine bolt
SF
Square Feet
_ 6 , PPROX
L kpproximate
EQUIV
Equivalent
MECH
Mechanical
SHT
Sheet
Gage (Gauge)
OPP
CLR
Clear
GALV
Galvanized
ARCH
Architect, -ural
ES
Each Side
MEZZ
Mezzanine
SHT
ATR
All Thread Rod
MO
EST
Estimate
Foundation
MFR
Manufacture, -er, -ed
SIM
AVG
1 Average
BOT
E -W
East to West
Face to Fac e
MIN
I Minimum
SLH
BC
Bottom of Concrete
BW
EXC
Excavate
1 Flush
ML
I Microllam
SLV
BL
Brick Ledge
EXP
Expansion
PT (l
PT (2
PTN
PWD
BLK
Block
EXT
I Exterior
MO
BLKG
Blocking
Foundation
MTL
NF
BM
Beam
Joint
Finished Floor, Far Face
BOT
Bottom
E FF
Face to Fac e
NIC
NS
BRG
Bearin
Drawine
BW
Bottom of Wall
_ Figure
FL
1 Flush
N -S
CB
Counterbore
FLG
Flange
NTS
CF
Cubic Foot
FLR
Floor
OCJ
CG
Center of Gravi
FO
Face of
OD
CIP
Cast in Place
FP
Full Penetration
OF
CJ
Construction Joint
(Control Joint)
FS
Footing Step, Far Side
OH
FTG
Footing
OPNG
CLG
Ceiling
GA
Gage (Gauge)
OPP
CLR
Clear
GALV
Galvanized
OSB
CM
Construction Manager
(Management)
GC
General Contractor
PAF
GEN
General
PC
CMU
Concrete Masonry Unit
GL
Glue laminated Glulam)
PCF
COL
Column
GND
Ground
PEN
COM
Common
GR
Grade
PERP
COMB
Combination
GT
Girder Truss
PL
CONC
Concrete
GYP BD
Gypsum Board
PI.F
CONN
Connection
HAS
Headed Anchor Stud
PNL
CONT
I Continue (Continuous)
HORIZ
HP
Horizontal
PP
COORD
Coordinate, -tion
High Point
PS
CS
Countersink
HT
Height
PSF
CTR
Center
ID
Inside Diameter
PSI
CY
I Cubic Yard
IF
Inside Face
PSL
DAB
Deformed Anchor Bar
INT
Interior Intermediate
PT (l
PT (2
PTN
PWD
DET
Detail
JB
Joist Bearing
DEV
Develo
JST
Joist
DIAG
Diagonal
JT
K
Joint
DIM
Dimension
Kip (1,000 lbs. )
DL
Dead Load
ITop and Bc
LD
Load
QTY
DN
Down
Powder Actuated Fa senr
LL
Live Load
R
DP
Drilled Pier
Pounds Per Cubic Foot
LLH
Lon Leg Horizontal
RE
DT
Double Tee
TJ
LLV
Long Leg Vertical
RECT
DWG
Drawine
LOC
Location
REINF
DWI,
Dowel
LP
Low Point
REQ
EA
Each
LSL
Laminated Strand
REQMT
ECC
Eccentric
Lumber (generic term)
RET
E -E
End to End
LT
Ligh I
I RM
(Tres joist brand LVL)
Metal
Near Face
Not In Contract
Near Side
North to South
Not to Scale
OSHA Column Joist
Outside Diameter
Outside Face
Opposite Hand
ST
-al
Openin
T &B
ITop and Bc
Opposite
T&G
TB
Tongue ani
Oriented Strand Boa
Top of Bea
Powder Actuated Fa senr
TC
To of Cor
Precast
TD
Top of Dec
Pounds Per Cubic Foot
TIID
THK
Thread
Penetration
Thick -nes
Perpendicular
TJ
To of Jois
Property Line
TL
Total Load
Panel
Panel Point
Prestressed
Pounds per Square Foot
Pounds per Square Inch
Parallel Strand Lumber
(ge ne r ic term)
Post Tensioned
Pressure Treated
Partition
Radius
Reference
Room
M
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JVA, Incorporated
Post Office Box 1860 Phone: 970.722.7677
79050 U.S. Highway 40 Fax: 970.722.7679
Winter Paris, CO 80482 info@jvajva.com
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Post Office Box 1860 Phone: 970.722.7677
79050 U.S. Highway 40 Fax: 970.722.7679
Winter Park, GO 80482 info@jvaiva.com
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JVA, Incorporated
Post Office Box 1860 Phone: 970.722.7677
79050 U.S. Highway 40 Fax: 970.722.7679
Winter Park, CO 80482 lnfo@jvajva.00ml
DRAWN BY' CMS
CHECKED BY: BTM
JOB #: 13591
DATE: 816/09
ISSUE: REVISION #2
(D 2009 JVA INC
•
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JVA, Incorporated
Post Office Box 1860 Phone: 970.722.7677
79050 U.S. Highway 40 Fax: 970.722.7679
Winter Park, CO 80482 info@jvAjva.0m
•
•
•
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DRAWN BY: CMS
CHECKED BY: BTM
JOB t 13591
DATE: 816109
ISSUE: REVISION #2
0 2009 JVA INC I
•
•
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x x x x
x x x x
PACK, SEE PLAN
SECTION 4 3 4 =1
S4 -0
SEWER MANHOLE 0240
MEAS. RIM = 8543.0
INV= 8534.4
BASIS OF ELEVATION
EDGE ASPHALT ROAD
8545.0
x _____________ 8546.2
OVERHEAD
POWERLINE
APPARENT EASEMENT
UTILITY
- p1p _` ' -' ° pR' - OfiP -- _ _ Ofd' -
POLE WIRE
pH �
FOUND PIN
& ALUM CAP -
LS #16844 1
8547.2
aE ------------- - - - - -- ----------- X- - - -.
8548.2 8548.7
_ x
BURIED CULVERT 48 8548.3
UNKNOWN DIA.
S25' 10'00 "E 170.00'
8548, 6
r� 0.3
EDGE ASPH
WOOD TIE EDGING
0.3
8548.6
x
APPROXIMATE LINE OF x
HIGH SEVERITY ROCKFALL 8541
(SW OF LINE)
(SEE NOTE 7)
8548.8 8549.0
8548.4
i
0.3
0.3
8550.4
5. DR AINAGE
EASEMENT
MEADOW DRIVE (50' R.O.W.)
EDGE ASPHALT ROAD
8548.2 8549.1 8549.9
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0.3 0.3 8547.8
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0.5
411 HIGHWAY 6 & 24, EAGLE-VAIL
P. BO 1230
E D WARDS !
(97 0 ) 949 - 1406
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ROCK
r 4 D
2>�
-____- _____ - - - - - - - - ___-
8554.6 8555.4
206TOPO.DWG 9/14/07 KPJ
NOTES:
1) DATE OF SURVEY: 9/07 / 07
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE,
3) 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 THE CERTIFICATION SHOWN
8551.0 HEREON.
4) BASIS OF ELEVATION: SEWER MANHOLE 0240 INV = 8534.4 (SEE DRAWING).
5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT E. COR LOTS 1/2 AND
E COR LOTS 2/3.
6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD
BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
7) A PORTION OF THIS LOT FALLS WITHIN A HIGH SEVERITY ROCKFALL HAZARD AREA ACCORDING
TO OFFICIAL ROCKFALL HAZARD MAP OF TOWN OF VAIL, COLORADO AS ADAPTED BY
COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000.
8) 1' CONTOUR INTERVAL.
9) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL
SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
10) LARGE BOULDERS EXIST THROUGHOUT BERM AREAS NOT INDIVIDUALLY LOCATED.
I
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1
1
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SURVEYOR'S CERTIFICATE
I, Michael J. Past, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
made by me and under my supervision, and that the survey is accurate and
correct to the best of my knowledge.
Michael J. Post
Colorado P.L.S. 30116
Date:
x - I x
8548.0
8548.3
1.0�
`
0.3
t
0.4
1.0
0.7
FLAGSTONE PATH
'
ROOF PEAK
STARS
0.7
0.7 .0
8549.0
8563.9 8549.5
0.5
WOOD TIE EDGING
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8548.8
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8548.7 t
0.3
8548.8
SPRINKLER
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SEWER 8564.3
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8563.9
0.3 _
CLEANOUT
ROOF OVERHANG
(TYP)
x
8548.9
x
1 ' Q
8549.9
x
1.0 8548.2 8548.4
---- LOT 3
1.2
�k `
1 /////1
0.527 ACRES (CALC.)
i
0.5
411 HIGHWAY 6 & 24, EAGLE-VAIL
P. BO 1230
E D WARDS !
(97 0 ) 949 - 1406
!.
® --
y__1
ROCK
r 4 D
2>�
-____- _____ - - - - - - - - ___-
8554.6 8555.4
206TOPO.DWG 9/14/07 KPJ
NOTES:
1) DATE OF SURVEY: 9/07 / 07
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE,
3) 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 THE CERTIFICATION SHOWN
8551.0 HEREON.
4) BASIS OF ELEVATION: SEWER MANHOLE 0240 INV = 8534.4 (SEE DRAWING).
5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT E. COR LOTS 1/2 AND
E COR LOTS 2/3.
6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD
BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
7) A PORTION OF THIS LOT FALLS WITHIN A HIGH SEVERITY ROCKFALL HAZARD AREA ACCORDING
TO OFFICIAL ROCKFALL HAZARD MAP OF TOWN OF VAIL, COLORADO AS ADAPTED BY
COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000.
8) 1' CONTOUR INTERVAL.
9) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL
SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
10) LARGE BOULDERS EXIST THROUGHOUT BERM AREAS NOT INDIVIDUALLY LOCATED.
I
/
t
t
t
t
/
t
i
f
r
X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER t I
t
t
t
X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER �r
1
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1
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0.7
PHONE PED
/
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t
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C_
: !
SURVEYOR'S CERTIFICATE
I, Michael J. Past, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
made by me and under my supervision, and that the survey is accurate and
correct to the best of my knowledge.
Michael J. Post
Colorado P.L.S. 30116
Date:
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FOUNDATION AT OTONE
OCREEN WALL
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FAINTED
METAL
RAILING
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R OOF RI 856
RIDGE VENT K-: -
DA VINCI SYNTHETIC
SHAKE CLA55 ROOFING
"tt ' r i • •
ELEV EAST A T
i
t
GUTTER ABOVE DOOR
t— t ..e.+t.....a—
TYPICAL LIGHT
FIXTURE'A'
DA VINCI 5YNTHETIC
5HAKE CLA55 "A" ROOFING
REPLACEMENT CLAD WOOD WINDOW5
WITH 1 -118" 5DL MUNTINS
am
TYPICAL
OVERHANG
,r
r�
LOGS
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STAINED WOOD 2 -011 I PAINTED WOOD LAP SIDING AT BAY i
i GARAGE DOOR5 I STONE WALL I STONE STEPS & 5TAINED WOOD DOOR !
TERRACE SURFACE
I i i
i I i I
GENERAL NOTE ON TYPE W' LIGHT FIXTURE5.
THE HEIGHT NOTED 15 APPROXIMATE & THE
FIXTURE SHALL BE LOCATED IN THE MIDDLE I 1
OF A PIECE OF LOG 51DING CL05E5T TO
THE DIMEN510N SHOWN
1 f4" =1' -O°
DA VINCI 5YNTHETIC
ROOF RIDGE 8566.4
rya+ r 1 +++++ i r+r i w.w 4 — F i a+ , . ®A .s , +s• a .w. } .rn+i ! ++u. a wu+n+ a w.ws t r.+w+ a —F — a —
I
ROO RIDGE 8563.5
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CONCRETE FOUNDATION
CONCRETE FOUNDATION
13A5EMENT 8542.67
JAN 00
TYPE " W LIGHT FIXTURE5 ON 5TAIR
POST5 AT 30" ABOVE LANDING, SEE
FLOOR PLAN FOR ORIENTATION
DA VINCI 5YNTHETIC
SHAKE CLA55 "A' ROOFING
CLAD WOOD WINDOW5 WITH
1 -1I8" 5DL MUNTIN5 %
36" HIGH X 8" DIAMETER LOG TYPE "B" LIGHT FIXTURES ON LOG ( PAINTED METAL CIRCULAR STAIR i I
A' i P05T,1 OR 2 TYPE "B" LIGHT FIXTURE5 P05T AT 30" A13OVE DECK, 5EE i ...�
I _ — —
AT 30" ABOVE DECK, 5EE FLOOR PLAN FLOOR PLAN FOR ORIENTATION
i FOR ORIENTATION i I
I I i
+ t s l �� t sw , � i a+w++ / ++ter t �+++++ 4 �� i ++ww / +++�+ t � ! wr i +~++ i +�� t � t +�+ t ® t �d R � ! �� / ••� t � } ® t �� i +� t � i �+* t +� 1 nor t n� t � i �� 1 � } +e t elf ,_ i ��+ t �� t +� , � , .� t +++.+ ! �+®! �...� } ._.. i �++• } ++++++ f .+w. a
ROOF R ..
"a ;ar ttr
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FIRST FLOC
FAIN'
OTAII
AT C?
NORTH ELEVATION
L------------- I --------------------------------------
-----------------------------------------
STONE 5TEP6 &
TERRACE SURFACE
,L CIRCULAR
.TAL BALING
'ED DECK
700i I s t i
In
THE HEIGHT NOTED 15 APPROXIMATE &THE 36" HIGH X 8" DIAMETER LOG
FIXTURE SHALL 13E LOCATED IN THE MIDDLE P05T, 1 OR 2 TYPE 13" LIGHT FIXTURES
OF A PIECE OF LOG51DING CLO5E5T TO AT 30" ABOVE DECK, 5EE FLOOR PLAN
THE DIMEN5ION5HOWN BASEMENT 8542.657 FOP, ORIENTATION
SEWER MANHOLE 0240
® MEAS. RIM = 8543.0
INV= 8534.4
BASIS OF ELEVATION
EDGE ASPHALT ROAD
8545.0 8546.2
OVERHEAD
POWERLINE
APPARENT EASEMENT -
'W UTILITY GUY
OHP - OHP Ot6' OHP Ott --- Off Ott -- OHP -- OHP -- OHP --- OHP -- 0 -- OHP --- OHP _ P OLE WIRE
OHP
EDGE ASPHALT ROAD
8547.2 8548.2 8549.1 8549.9 $550.4
_ ___________________ _ _____ ------------- - - - - -- z ---- - - - - -- - -___ ______________________ -x
8548 7
8548.2
t "{ 1 x
4$ 8548.3
t f BURIED CULVERT
i 1 <, UNKNOWN DIA.
S25' 10'00"E 170.130' (,�!
{ UTILITY &1 8548.6
5.O' DRAINAGE s. - 0..3 I
FOUND PIN EASEMENT t
& ALUM CAP
L I j W O/I 0.3
/ 1 O EDGE ASPHALT
S #16844 1
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VICINITY MAP
SECTION 12,
T5S, R79W, 6TH P.M.
SCALE 1"=400'
°'
J r!
UTILITY &
DRAINAGE
EASEMENT
1 WOOD TIE EDGING �s
.• UTILITY &
20.0' 1 t; `\ APPROXIMATE LINE OF
8548.6 It HIGH SEVERITY ROCKFALL DRAINAGE
N.6 1.2 x t;5 EASEMENT
1
x .0
{SW OF LINE)
r,�� �`�, �, � u i{ (SEE NOTE 7)
0.7 lM �t ' ��`11 �I('rr I x
,v 0.4 1 11 1 f ,t (r
> {xR� I ;_ Ij 8549.5
a.5��,. �, r�' 0..5 1�� = ""`__._ -- `_�
r ,i 111
._._._._,
1.0 ,f� ._._ . _., . - � I
0 5
.r� t.
-5.0' '0 ,� tI 8548.8
a i 8548 4
Ofd -. ,f Q.
0.3
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0.71 x"1 0..7 0,
z
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A
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7
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BUSH LINE
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15.0'
cp
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0.5
I a , 0,3
I �"Ylrs k
0.30.
BUILDING
,SETBACK
�g54 �
8.0
UTILITY &
5.0' DRAINAGE
I EASEMENT
FOUND #4 REBAR
TV PED
8548 - - -------------- x-------- ------------
8549.5
SEWER MANHOLE 0200
MEAS. RIM = 8549.1
MEAS. INV = 8540.9
411 HIGHWAY ,
" • BOX 1230
"• i
• ... 0.
BUILDING
i r L 4` SETBACK i 10.0'
x 1.0 l ' l 0..3 I
0.4 " 0.7 � N �� ( L 5.0' -
s�
. /
0.5 I
Q3 8547.8 /: u 0.3x
x !� x 0.5
8548.0 c5' I
8548.3 <, 0.3 1.0 I
0.4 ��,/• 1.0
y 1 FLAGSTONE PATH 0..7 I
STAIRS ROOF PEAK 0.7
.0
8563.9 8549.5 y
% 8549 0 I TIE EDGING a � E
�' M IJ! s,,.. ,., s WOOD �� X �
0.7 BUSH LIN
8548.8 �t - 6
�? 4 3.5 I „
SPRINKLER 8549.2 - i p'� 1.0 I I ROCK
VALVE? I I ®_ 15.3' k SHED
E
15.2' 6) rn
8549.4
I 25.3' I I g 8549.2 - C�
I I ENTRY I . -- -x I I
t`r 1 I 3r (`t 0..5 . Q)
85496
}} I 8551.0 I I p
I y ;18549.5 I 0
I >
t ENTRY
8551.0 STAIRS t I 0
ROOF PEAK /� S r3 UTILITY &
cc
8566.4 -- / t DRAINAGE'
---- ________ EASEMENTI
o � v� 8549.4 r
r
N �/ \��� 6.5' '8549.2 x
Cn
$54$.8 x 8549.4 r �ti Q
0.
let
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t .
I� t COVERED PORCH 85490
I /' S O I
E . t 85 X 0.7 55.6' STAIRS ' �:t,�' $J
I 8549.2 t x STAIR ==== t __ 0 3
I
8 549J) _ -
_ o0.
8548.81 ..... .. .... ..:
SPRINKLER
ROOF PEAK VALVE
ROOF PEAK
SEWER $564.3 $563.9 0.3 CLEANOUT ROOF OVERHANG
(TYP) 8548.9 I I
8549.9 1.0 I
��Il� 1 5.0'
`' ✓ y 1.0 x 8548.2 8548.4 I
LOT 3 _ I
/1' ° �•
f/ / 1.2 0.527 ACRES (CALC.)
U s, f 1
� rf
"M
l��' t:�+�` s ?, � ��- 4� 54
_� 1
0- �. `` X0.4
_:�._._._._._. 10.0. _ _. . _._
0.3
1
_ -
0..3 1. a 3 0.5
1.0 5 0.3
� t
i /jr;,11, YY 1.0
20.0' � f r } " A A 0.«5 0.5 ` t i f �'
S25 170.00'
._..'. -------------------- ------------------ x-______
8550.3 8551.7
MEADOW LANE (50' R.O.W.)
X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER
X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER
M0
X.X DENOTES BUSH WITH APPROXIMATE DIAMETER
NOTES:
1) DATE OF SURVEY: 9/07/07
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
3) 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 THE CERTIFICATION SHOWN
8551.0 HEREON.
4) BASIS OF ELEVATION: SEWER MANHOLE 0240 INV = 8534.4 (SEE DRAWING).
5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT E. COR LOTS 1/2 AND
E COR LOTS 2/3.
6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
AS SHOWN ON THE SUBDIVISION PLAT ONLY, A BOUNDARY SURVEY WOULD
BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
7) A PORTION OF THIS LOT FALLS WITHIN A HIGH SEVERITY ROCKFALL HAZARD AREA ACCORDING
TO OFFICIAL ROCKFALL HAZARD MAP OF TOWN OF VAIL, COLORADO AS ADAPTED BY
COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000.
8) 1' CONTOUR INTERVAL.
9) LARGE BOULDERS EXIST THROUGHOUT BERM AREAS NOT INDIVIDUALLY LOCATED.
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PHONE PED
ROCK SURVEYOR'S CERTIFICATE
1, Michael J. Past, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
c,4 made by me and under my supervision, and that the survey is accurate and
correct to the best of my knowledge.
_______ ____ _____ _______________ _________< Michael J P6s
8553.2 -- ____ x Colorado P 1_.S 30116
8554.6 8555.4
EDGE ASPHALT ROAD
Date
206TOPO.DWG 9/14/07 KPJ
�r
MEADOW DRIVE (50 R.O.W.)
EDGE OF STREET PAVING
REMOVE WOOD EDGING
525 170.00'
—A&L X.X DENOTES CONIFEROUS TREE WITH
APPROXIMATE TRUNK DIAMETER
X.X DENOTES DECIDUOUS TREE WITH
APPROXIMATE TRUNK DIAMETER
C3 X.X DENOTES BUSH WITH
APPROXIMATE DIAMETER
rom
EXISTING SITE CALCULATIONS
;SITE AREA 2 2,930 OF
ALLOWABLE BUILDING FOOTPRINT = 20% = 4,590 OF
LANDSCAPE AREA 60% = 13,770 OF
BU ILDING FOOTPRINT = 1,472 OF
DRIVEWAY = 926 5F
5TEP5, WALKS & SHED = 2595F
LANDSCAPE AREA = 20,2935F
Ld
n I
ut
n..
T - TrT - - - -
u T
,:i'iEASEMENT
El
Sol
WOOD EDGING
TO REMAIN
REMOVE PAVING
REMOVE WOOD EDGING
REMOVE PART
OF ENTRY WALK
0 �vv 0, 1
Ld
Ld
L
REMOVE WOOD
EDGING
525 MOT 170.00'
REMOVE STEPS
& LANDING
REMOVE
WOOD BINS
A
REMOVE STEPS
REMOVE FIRST FLOOR
WALLS & ROOF
IN TH15 AREA
7/y, 7\
EDGE OF STREET PAVING
SITE DEMOLITION FLAN
REMOVE5TEP5
& DECK 130ARD5
LOT 3
APPROXIMATE LINE OF
HIGH SEVERITY ROCKFALL
(SW OF LINE)
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JAN 23, 2009
PRAWN PC
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EDGE ASPHALT ROAD
EDGE ASPHALT ROAD MEAUUW DRIVE 50 R.O. N.)
�I
DRAINAGE
EASEMENT �
MEA L 0 r
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IMPROVEMENT LOCATION CERTIFICATE
I hereby certify that this Improvement Location Certificate was prepared
for NED80 CONSTRUCTIO
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LOT 3
0,527 ACRES (CALC.)
1)0.x°
ROOF
t
X
8562,8' � cv PATS —STEP`.x`
c 1 5 GARAGE FLOOR
15."'.'1 ^> t�.c` >. }' 7'
ROOF PEAK ROOF PEAK 1 5.
1 8564.3 8563,9' ;
ROOF PEAK ROOF PEAK
a, ______ - - __ .____.._._�.. .4 8563.6'
1 STORY WOOD FRAME ROOF PEAK €�
UNDER CONSTRUCTION 8568.x°
I
ROOF PEAK
` ROOF PEAK
40.4 8562 5' 8566.2'
i ROOF PEAK
8564.3 1
DECK
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( 1 4C7
20 0*
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0
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l aosillut maim IN
No. 206