HomeMy WebLinkAboutB18-0131_REV2 approved plans_1539876692.pdf10/18/18
A R C H I T E C T S
W Y A T T & A S S O C I A T E S , I n c.
FRANK & COLLEEN TRABOLD VAIL, EAGLE COUNTY, COLORADO
A R C H I T E C T U R A L R E M O D E L I N G
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10/18/18
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GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
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10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
30 APRIL 2018
PERMIT REVISIONS
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DET.
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DET.= EXISTING SMOKE DETECTOR
PERMIT REVISION NOTES
= EXISTING C.O. DETECTOR
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C.O.
C.O.
SMOKE
DET.
EXIST'G. HEAT
DETECTOR
NOTE: ALL LEVELS TO COMPLY WITH
CURRENT RESIDENCIAL CODES
10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
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10/18/18
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LEGAL DESCRIPTION
30 APRIL 2018
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SMOKE
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PERMIT REVISION NOTES
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CURRENT RESIDENCIAL CODES
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10/18/18
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LEGAL DESCRIPTION
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floor area 2,492
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floor area 3,658 SF
Remove 244.8 SF GRFA
Add 90.3 SF GRFA
Add 241.7 SF GRFA
10/18/18
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LOT 50
LEGAL DESCRIPTION
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floor area 1,310
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10/18/18
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10/18/18
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GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
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"13*-
1&3.*5 4&5
10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
30 APRIL 2018
PERMIT REVISIONS
SMOKE
DET.
SMOKE DET.
SMOKE
DET.
SMOKE
DET.
SMOKE
DET.
SMOKE
DET.= EXISTING SMOKE DETECTOR
PERMIT REVISION NOTES
= NEW/REPLACE W/ COMBINATION
SMOKE & C.O. DETECTOR
COMBINATION
SMOKE & C.O. DET.
NOTE: ALL LEVELS TO COMPLY WITH
CURRENT RESIDENCIAL CODES
10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"±
"13*-
1&3.*5 4&5
10/18/18
"
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1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
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10/18/18
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GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
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10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"±
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10/18/18
10/18/18
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LOT 50
LEGAL DESCRIPTION
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10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"±
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10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"±
"13*-
1&3.*5 4&5
10/18/18
06-01. ENGINEERED WALL STUDS & JOISTS, 06100
Dimension/ size as indicated on drawings, @ 16" O.C. max. Ref. struc.
09-04a. CARPET
Carpet to be selected by Owner/ or Interior Designer
09-03. INTERIOR WOOD FLOORING
3 4" Wood Flooring/ Species & Pattern, T.B.S., other thicknesses may be used
09-02. DRYWALL
Domestic, 5/8" thick, type X gypsum board. Fasten with standard coarse thread, buglehead
drywall screws @ 8" O.C. typ. Note, ref. to Finish Schedule for finish type/ Plaster finish.
02-01. POROUS BACK FILL, 02300
Clean sand and gravel. Compact with walk-behind vibrators.
09-07. SOUND INSULATION
Fiberglass batt. insulation. No backing (kraft paper). Thickness per stud. R-19 @ joists.
07-07. SHEET METAL STANDING SEAM & BATTEN SEAM ROOFING, 07400
Domestic 16 oz. (0.216" thick) red copper. Concealed copper and/or stainless clips & fasteners @ seams, battens & edges. Allow for free thermal expansion as to minimize distortion & 'oil canning'.
Apply over dry surfaces.
07-06. SINGLE PLY ICE GUARD
Peel and stick type first roof. Acceptable manuf. Carlisle H.R. Dry Start, W. R. Grace Ice and Water Shield, or approved equal.
Use at all roof areas. Install an extra layer at valleys, drains, potential ice dam locations, and other critical areas. Install per manuf. instruc.
07-04. FELT PAPER, 07100
15# or 30# saturated felt as noted. ASTM D4869
07-03. VAPOR BARRIER, 07100
DuPont Tyvek Housewrap or approved equal. Apply per manuf. instructions. Apply over 1" & 34" XPS board within 48 hours after placing sheathing.
Always let lap over thru-wall flashing, opening flashing, & other flashing elements intersecting wall, 3" min. lap. Mark stud locations.
Tape joints. Upper sheets always overlap lower sheets. Use Tyvek 'flexwrap' & other recom. accessories where applying at openings.
07-01. INSULATION, 07200
2x4 stud: R-13 min.
2x6 stud: R-19 min.
2x8 stud: R-22 min.
Ceilings open to attic space: R-49 min.
Ceilings contiguous to roof: R-49 min. as follows:
Insulation in rafter space R-35 min. plus 3 12" rigid foam insulation @ R-4/inch* min.
= R-14. R-35 + R-14 = R-49.
* R-5/inch w/ Dow extruded polystyrene (XPS) (3 12" = R-17.5)
Inside crawl space along exterior walls: 2" min. XPS rigid insul., R-10 min.
Insulate (sound) interior walls per plan. Insulation thickness per stud depth.
Insulation material/s shall be approved by architect. Expanding spray foam insulations shall be open cell type.
Cellulose insulation not permitted.
06-05. ROOF SHEATHING, 06100
APA rated 5/8" plywood. Ref. struc.
04-12. MASONRY ZEE TIES, 04050
Heckmann or approved equal 250 s.s. 3/16" dia. tie with drip and 2" legs. Length as required. Place @ 16" o.c. horiz. &
18" O.C. max. vert. Use where binding wythes together.
04-09. MASONRY ADJUSTABLE SLOT ANCHOR CHANNELS, 04050
Heckman S.S. channel for slot type anchors. Long type #133 channel 1 38" wide X 12" deep X 10" lengths. Fasten thru to studs with #10 X 2 12"
S.S. wood screws at 18" O.C max. Use S.S. Bridge Plate at #133-P. Use Tap Con type screws when fastening to conc. walls. Place channels over
waterproofing-damproofing. Space channels at 16" O.C. (over stud center lines). & 16" max O.C. at CMU and concrete walls. Place along openings and fenestration.
04-07. CMU-BLOCK WALL HORIZONTAL REINFORCING, 04200
9 GA. galv. rods welded to 9 GA. galv. ladder type reinf. (not trussed). Place in joints at 16" max vertical O.C., lap 16" min.
04-06. 4" & 8" CONCRETE MASONRY UNIT (CMU). Thickness per drawings., 04200 .
Per ASTM C-90 Grade 'N', Type 1./ min. comp. strength, Fc= 1900/psi over net area. Size as indicated on drawings. Use standard Portland cement
Type S, joints 3/8". Fill 8" CMU cells w/ 3000 psi conc. where noted. Ref. Struc. for reinf..
04-03. EXTERIOR STONE FLAGGING (pavers), 04400
Flagstone pavers as selected on mortar setting bed (04-05), 3" min. allowance for paver and mortar.
04-02. NOT USED
04-01. EXTERIOR & INTERIOR WALL FIELD STONE, 04400
Drystack Mountain Ash stone veneer, approx. 4" thick, 5" max.. Lay in similar fashion, technique to existing. New to existing blend shall not be noticeable.
Mortar shall be Type S per mix proportions per building code.
07-05. RED ROSIN PAPER
Rosin sized, unsaturated paper weighing 4 lbs per 100 s.f. For slip sheet under copper.
06-04. EXTERIOR WALL SHEATHING, 06100
APA rated 12" plywood (15 32" min.), no O.S.B., ref. struc.
04-05. NATURAL STONE BORDER, CAPS & COPING 04400
Colorado Buff Sandstone w/ 38" mortar joints. Sizes noted on drawings.
03-01. REINF. CONCRETE SLAB ON GRADE, 03300
Steel trowel finish. Ref. struc.
06-06. PLYWOOD SCABS, TIES, 06100
5/8" min., APA rated C-D (min.) exterior glue. Glue (waterproof). Nail w/ 8d min. nails.
05-01. STRUCTURAL STEEL, 05100
Ref. struc. Shop paint all struc. steel, touch up and paint welds, scuffs, after erection. Loose & fixed exterior masonry lintels shall be hot dipped galvanized.
06-07. INTERIOR SHEATHING, 06100
5/8" APA rated plywood B-C min. for attaching paneling & as interior masonry backup.
03-02. REINF. CONCRETE SLAB ON GRADE, 03300
Broom Finish. Ref. struc.
03-03. REINF. CONCRETE SLAB ON METAL DECK, 03300 & 05300
Ref. struc.
05-02. METAL DECK, 05300
Galvanized. Ref. struc.
03-07. REINFORCING STEEL (REBAR), 03200
Ref. struc.
07-09. 16 OZ. RED COPPER (R.C.) FLASHING
Domestic material. 0.0216" thick min.
04-08. BACK-UP BRICK, 04200
Domestic, solid (no holes) hard fired modular brick. Any color. Mortar shall be Type S per mix proportions per building code.
04-10. SLOT MASONRY ANCHORS (FLAT CORRUGATED TYPE), 04050
Heckman #134 x 5 1*2" S.S. channel slot anchor to fasten #133 channel to CMU. Anchor veneer to channel with #134 S.S. corrugated channel slot anchors, verify
required lengths . Use this type anchor where cavity is less tthan 4". This type anchor shall extend 23 to 3 4 into veneer thickness & be fully embedded in mortar. Space
anchors vertically at 18" O.C. max. Each anchor shall secure 2 sq.ft. of veneer.
06-02. STRUCTURAL 2X FRAMING, 06100
Ref. struc. All plates, etc. in contact w/ conc. and wet areas shall be pressure treated (rated for ground contact).
06-03. ENGINEERED LAMINATED WOOD RAFTERS
Ref. struc. Ref struc. for nail and fastener schedule per all connections.
07-10. 16 OZ. LEAD COATED RED COPPER (L.C.C.) FLASHING.
Domestic material. 0.0216" thick copper plus lead coating thickness (both sides). Use at areas where uncoated red copper run-off
may stain nearby surfaces.
07-16. VERTICAL CONC. WALL WATERPROOFING
Cold applied Mastershield (formerly Sonneborn) HLM 5000 or approved equal, apply per manuf. instructions.
07-17. HORIZONTAL CONC. DECK WATERPROOFING
Carlisle WIP 300 over primer over conc. slab, apply per manuf. instructions. Lap up walls 12" min.
04-04. MORTAR SETTING BED, FILL, 04050
Portland cement mortar and sand mix. Do not use crushed aggregates; small ( 38" max.) roundish river rock acceptable.
09-01. POURED GYPSUM SUBFLOOR
Thickness as required. Install per manuf. instruc. Verify if installing in-floor heating system
06-08. PLYWOOD SUBFLOOR
APA rated 3 4" T&G plywood. Ref. struc. Glue & screw to minimize squeaks.
05-03. METAL FURRING CHANNELS, 05400
78" galv. X 20 Ga. hat sections. Fasten to framing w/ course thread screws each side of channel @ each stud or joist.
06-09. 2x6 LEDGER
Pressure treated #2 So. pine or Doug. fir. Attached to concrete wall w/ concrete anchors @ 16" O.C. max.
09-05. FLOOR SOUND DEADENING
'Tarkett' Quiet-Cor., med. density vinyl foam or approved equal. Not required on Lower Level.
09-08. TILE FLOORING, 09300
Natural or synthetic as selected. Type, pattern, color & thickness, T.B.S.
04-13. INTERIOR MORTAR SETTING BED, 04050
Portland cement per TCNA guidelines. Thickness per tile or stone, 34" min.
09-04b. CARPET PAD
Thickness & type per carpet selection. T.B.S.
07-19. SHOWER PAN LINER (Shower Areas Only)
40 mil PVC - 12" Min. wall lap/extension, no joints, install drain/s per manuf. instructions
04-14. 38" S.S. Wedge type anchor bolts, or 38" S.S. thrd. rod set in epoxy or anchor cement. Install per manuf. instructions. Maintain ample edge
clearances. Shim and / or use double S.S. nuts as necessary.
09-10. RADIANT FLOOR HEAT
Electric or fluid floor heat mat. per mech. spec's.
03-04. CONCRETE SLOPED FILL ON DECKS, 03600
Portland cement-sand mix w/ small roundish aggregate. Chemically bond to exist. structural conc. per manuf. instructions. Slope 18" per ft. min.
14" min. thickness along feathered edges, bevel.
07-20. SLAB ON GRADE VAPOR BARRIER
20 mil virgin polyethylene (not recycled plastic) 12" min. lap, or 10 mil Stego Wrap from prime virgin polyolefin resin , install per manuf.
04-11. SLOT MASONRY ANCHORS (BAILTYPE), 04050
Heckman #29 S.S. slot anchor , verify required lengths*. Space anchors vertically at 18" O.C. max. Each anchor shall secure 2 sq.ft. of veneer. Use this type
anchor where cavity is 4" or greater. *Bail type anchors shall terminate approx. mid point of veneer thickness and be fully embedded in mortar.
06-11. EXTERIOR WOOD SOFFIT / CEILING MATERIAL
Clear vertical grain hemlock, size & detail per dwgs. Satin finish per 'Cetol'/water base (or approved equal). Finish per approved sample.
06-12. EXTERIOR SIDING
Clear vertical grain Western Red Cedar as selected per size and dimension as per detail. Satin finish per 'Cetol'/water base (or approved equal). Finish per approved sample.
Fasten siding w/ approved concealed clips & fasteners @ 16" o.c. horiz. into stud & each horiz. joint vertically. Fasten at all ends & @ butt joints.
Endeavor to minimize occurrence of butt joints (end to end in a line). All fasteners & clips shall be type 304 stainless steel. Contractor shall provide a 4'x4' min. full scale
mock-up including fastening system, with some trim for approval by architect and owner.
07-18. VERTICAL WALL DRAINAGE COMPOSITE
CCW-Miradrain 6000XL mat or equal, install per manuf. instructions. Product also serves as protection for waterproofing. Install as to allow free flow of water
from entire drainage mat into French drain.
03-06. REINF. CONCRETE WALL, 03300
Ref. struc.
03-08. GROUT IN CMU CELLS, 03600
Fill CMU cells where noted w/ 3000 psi min. grout. Reinf. per struc.
04-15. INTERIOR MASONRY WALL ANCHORS, 04050
20 GA. x 1" Galv. corrugated type anchors @ 16" o.c. horiz. & 24" o.c. max. vert.. Fasten w/ 12d common nail into stud.
09-09. INTERIOR WOOD PANELING/SIDING/CLG./T.B.S.
07-22. JOINT SEALANT
Masterseal (formerly Sonneborn) NP-1 sealant at all exterior 'soft' joints and joints in masonry subject to movement over a control
or expansion joint. Install with approved backer rod per manuf. instructions. Color match predominate adj. material as viewed.
07-02. CONTINUOUS EXTERIOR RIGID FOAM INSULATION (WALL), 07200
Dow Super TUFF-R 1" thick X 4'X8' R-6.5 XPS (extruded polystyrene) foam insulation, or approved alternate. Place & fasten to sheathing, & where noted otherwise per manuf. instructions.
Mark stud locations.
MINIMUM INSULATION REQUIREMENTS PER 2015 IRC, TABLE N1102.1.2 (R402.1.2), CLIMATE ZONE 6
Fenestration U-Factor: 0.32 ( -3.125) average.
Glazed Fenestration SHGC: NR
Ceiling -Value: 49, @ new ceilings.
Wood Frame -Value: 20+5 (20 stud cavity, 5 cont. insulation), @ new walls.
Floor -Value: Fill joist cavity @ new & existing floors above crawl space.
Basement Wall -Value: 15/19 (R-19 permitted on interior side), @ new walls.
Slab -Value: 10, 4ft (NA)
Note: do not remove wood sheathing at existing exterior walls receiving new siding unless deteriorated, or damaged.
07-21. CRAWL SPACE VAPOR BARRIER
20 mil virgin polyethylene (not recycled plastic) 12" min. lap, or 10 mil Stego Wrap from prime virgin polyolefin resin. Lay over
uniform sand bed or small washed river rock (not crushed) bed. Lap up walls 18" min. & fasten. Leave existing (don't replace) if serviceable.
07-02a. EXTERIOR RIGID FOAM INSULATION (ROOF), 07200
Approved 312" EPS (expanded polystyrene) R-4 min. per inch, or 3 12" XPS (extruded polystyrene) R-5 per imch
07-11. 20 OZ. RED COPPER GUTTER
Domestic material. 0.0270" min. thick copper. Shape & fasteners per details. Fasteners shall be brass, copper, or type 304 stainless steel.
Install as to allow for thermal expansion. Slope to downspout.
07-12. 20 OZ. RED COPPER WALL PANEL CLADDING, FRIEZE & STRING COURSE.
Domestic material. 0.0270" min. thick copper. Shape & fasteners per details. Fasteners shall be brass, copper, or type 304 stainless steel.
Fasteners & clips shall be concealed from view. Install as to allow for free thermal expansion to minimize 'oil canning', with positive shedding of water with no intrusion
Install over single ply ice guard substrate, ref. 07-06.
07-13. 16 OZ. RED COPPER (R.C.) DOWN SPOUTS
Domestic material. 0.0216" thick min. Cont. lock seam on back side. Diameter & locations per dwgs.
07-14. DOWNSPOUT WALL BRACKETS
Domestic material. Brass and/or copper, thicknesses & config. per dwgs. Fasteners shall be brass, copper, or type 304 stainless steel.
32-01. SNOW MELT SYSTEM
Tie to existing system, verify capacity of existing boilers to meet expanded coverage. Install per manuf. instructions & local code
For approval by architect.
07-15. SNOW GUARDS
Two and/or three pipe system. Brass and/or copper, domestic material. Fasteners shall be brass, copper, or type 304 stainless steel.
Fasten to battens and/or standing seams, no field fastening. Allow for free thermal expansion. Place & install per manuf. instruc., hazard location & local code.
Sample product for approval by architect and owner.
07-23. GUTTER HEAT TAPE/CABLE
For approval by architect. Install per manuf. instuctions, 2014 N.E.C., & local code.
06-13. EXTERIOR SIDING TRIM
Clear vertical grain Western Red Cedar as selected per size and dimension as per detail. Satin finish per 'Cetol'/water base (or approved equal). Finish per approved sample.
Fasten trim w/ approved concealed clips, cleats & fasteners. Fasten at all ends & as appropriate, 12" o.c. max. All fasteners & clips shall be type 304 stainless steel.
Endeavor to minimize occurrence of butt joints @ longer runs. No trim butt joints around 'normal size' openings & @ vertical trim pieces.
07-08. SHEET METAL FLAT LOCK SEAM ROOFING, 07400
Domestic 16 oz. (0.216" thick) red copper. Full cont. solder salong seams. Concealed copper and/or stainless clips & fasteners @ seams, battens & edges. Apply over dry surfaces.
08-01. GLASS RAILING, GUARDS
3 4" (19mm) tempered Starphire Ultra-Clear glass w/ eased edges per sample/s. Install in shoe either wet or dry set method. Verify dry set
vs. possible water freezing @ open pockets, cavities. Glass shall be plumb within 18"@42" tolerance at top.
08-02. GLASS RAILING MOUNTING SHOE
C. R. Laurence B7S aluminum shoe. Mounting holes per anchoring configurations, i.e., side or bottom mount. Shoes to be clad w/ anodized & painted aluminum.
Note, dissimilar metals shall be electrically insulated from the alum. shoe.
07-02b. EXTERIOR RIGID FOAM INSULATION (WALL), 07200
Dow 3 4" XPS (extruded polystyrene) R-3.75, R-2.8 actual. Attach to existing sheathing between furring strips & cont. behind new stone veneer.
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"±
"13*-
1&3.*5 4&5
10/18/18
"±
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"13*-
1&3.*5 4&5
10/18/18
"±
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"13*-
1&3.*5 4&5
10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
NOTE: FIRE PIT REQUIRES MANUAL GAS
SHUTOFF & 30 MIN. TIMER PER TOV
CODE/ VERIFY LOC. W/ ARCH'T.
30 APRIL 2018
PERMIT REVISIONS
10/18/18
"±
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"13*-
1&3.*5 4&5
10/18/18
"±
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"13*-
1&3.*5 4&5
10/18/18
"±
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"13*-
1&3.*5 4&5
10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"±
"13*-
1&3.*5 4&5
10/18/18
"±
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"13*-
1&3.*5 4&5
10/18/18
"±
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"13*-
1&3.*5 4&5
10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"±
"13*-
1&3.*5 4&5
10/18/18
"±
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"13*-
1&3.*5 4&5
10/18/18
"±
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"13*-
1&3.*5 4&5
10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"±
"13*-
1&3.*5 4&5
10/18/18
1345 WESTHAVEN CIRCLE
GLEN LYON SUB-DIVISION
LOT 50
LEGAL DESCRIPTION
"±
"13*-
1&3.*5 4&5
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
10/18/18
WILDER ENGINEERING LLC
Andrew Wilder PE
1170 Blue Sage Drive
Steamboat Springs, CO 80487
P: 970-819-7848
E: andy@wilder-eng.com
Issue By Date & Issue Description By
Sheet No.
Scale:
24x36
Project Name:
Project Number:
Description:
TRABOLD
RESIDENCE
1345 Westhaven Drive
Vail, CO
TOV STAMP
WYATT
& ASSOCIATES
5446 Milton Street
Dallas, TX 75206
NTS
CALCS AND ONE LINE
TRABOLD RESIDENCE
2018023
E1.1
10/18/18
(8058)
(8056)
(8054)
(8052)
(8050)
(8048)
(8046)
(8044)
(8042)
(8040)
(8038)
(8036)
(8034)
(8032)
(8030)
(8028)
(8026)
(8024)
(8022)
(8020)
(8018)
(8016)
(8016)
(8018)
(8032)
(8030)
(8028)
(8026)
(8024)
(8022)
(8020)
(8046)
(8044)
(8042)
(8040)
(8038)
(8036)
(8034)
(8058)
(8056)
(8054)
(8052)
(8050)
(8048)
(8060)
(8062)
(8064)
(8066)
(8066)
(8064)
(8060)
(8062)
8056
8058
8052
8050
8048
8046
Garage
(Top load)
8048
8040
8036
8034
8042
8038 8044
FFE
8043.05
FFE
8041.7
+ 8043.05
+ 8041.7
8052
8050
+ 8041.7
LIVING ROOM
FFE 8039.7
8056
COVERED ENTRY
FFE
8041.7
+8041.7
8040
8046
4' co ncrete pan
11.75%
snowmelted
driveway
(4387 SF)
8054
FFE 8041.7 +
Zone 1- marked at
control box- TOV R.O.W.
No Heat
15'-0"
8038
+ 8043.05
GAS METER
SOD
GUEST
PARKING
CONCRETE
TERRACE
STEEL BRIDGE
STONE VENEER
SITE WALL
CUT STONE STAIRWAY
LOWER
CONCRETE
TERRACE
RECESSED
HOT TUB
NORTH TERRACE
TRENCH DRAIN
INLET
Garage
(Below)
TRANSITIONAL ZONE
NATIVE SEED MIX
BROWNSTONE BLOCK
RETAINING WALLS (TYP.)
NATURALIZED BULBS
PROPERTY LINE
AUTO COURT
PAVERS
INLET
TRENCH DRAIN
INLET
GRASS PAVERS
DUMPSTER
ENCLOSURE
PROPERTY LINE
ROOFLINE (TYP.)
BUILDING FOUNDATION (TYP.)
FENCED DOG RUN
STONE BLOCK
RETAINING WALL
CUT STONE STEPS
FIRE PLACE
LOT 50
21820 SF
.5009 AC.L A N D S C A P E A R C H I T E C T U R ELICENSE NUMBER #742, Inc.coloradolandartstudio@msn.com
po box 2257 Eagle, CO 81631Tel: 970.376.2977Land Art StudioC o l o r a d oEXISTING
CONDITIONS1345 WEST HAVEN DRIVEREMODELLOT 50VAIL, COEAGLE COUNTY, COLORADOSOLAR PHOTOVOLTAIC CONSULTINGwww.colasdesign.com
L-1NORTH SUSTAINABLE DESIGNSCALE: 1"=10-0"
EXISTING GREEN SPRUCE TREE
EXISTING ASPEN TREE
EXISTING CREEPING JUNIPER
EXISTING ROCKSPRAY COTONEASTER
EXISTING ARTEMISIA SPS.
EXISTING FEATHER REED GRASS
EXISTING PLANT INVENTORY LEGEND
PLAN LEGEND
10/18/18
(8058)
(8056)
(8054)
(8052)
(8050)
(8048)
(8046)
(8044)
(8042)
(8040)
(8038)
(8036)
(8034)
(8032)
(8030)
(8028)
(8026)
(8024)
(8022)
(8020)
(8016)
(8018)
(8032)
(8030)
(8028)
(8026)
(8024)
(8022)
(8020)
(8046)
(8044)
(8042)
(8040)
(8038)
(8036)
(8034)
(8058)
(8056)
(8054)
(8052)
(8050)
(8048)
(8060)
(8062)
(8064)
(8066)
(8066)
(8060)
AUTO COURT 8040
8034
8038
+ (8043.05)
4' concrete pan
11.75%
EXISTING PAVER
SNOWMELTED
DRIVEWAY (4387 SF)
Zone 1- marked at
control box- TOV R.O.W.
No Heat
15'-0"
GRASS PAVERS
EXIST. GAS
METER
(8020)
EXIST.
GUEST
PARKING
NORTH
TERRACE
EXIST. TRENCH
DRAIN
INLET
Garage
(Below)
8040.53
8041.7
TW 8041.45
8030.5
8031.38
TW 8034.5
BW 8030.5
(8031.5)
8040.08
8040.53
TW 8041.45
8040.53
8041.66TW 8043.2
8040.53
MEET
EXIST'G.
8041.7
8039.66
8039.66
BW 8037.03
TW
8041.53
8039.66
8039.7
TW
8041.53
TW
8042.7
TW
8041.53
8039.5
BW 8036.53
BW 8037.03
TW
8041.53
TW
8042.84
GAS
FIRE PIT
8039.53
8039.57
TW 8041.37
8040.70
LOT 50
21,820 SF
.5009 AC.
LOWER NORTH TERRACE
8031.6
8031.38
TW 8040.93
(8046)
(8048)
(8044)
(8046)
(8048)
(8050)
(8052)
(8054)(8056)
(8058)
(8052)
(8050)
(8048)
(8054)
RELOCATE
3" CAL. ASPEN
8041.2MASTER
BEDROOM
TERRACE
8031.2
8031.0
TW 8035.0
8035.8BW 8035.0
TW
8037.0
TW
8034.0
(8029)
(8027.2)
(8027.2)
(8031.5)
(8024.6)
SPRUCE
TO REMAIN
EXISTING RETAINING
WALLS TO REMAIN
PROPOSED PLANTING
SEWER EASEMENT
TW 8043.5
8041.08
8041.27
8040.94
8040.86
TW 8043.34
8041.27
TW 8043.20
8040.91
8040.91
8041.41
8041.91
8041.41
8041.58
8041.588041.54
8041.46
8041.41
TW 8043.2
TW 8042.58
TW 8041.99
8041.7
8041.7
8041.7
8041.7
S. ENTRY PORTICO 01
A-5.2
FFE (8043)
FFE( 8042.65)
8041.7
ROOFLINE
ROOFLINE (TYP.)
SETBACK (TYP.)
PROPERTY LINE (TYP.)
EXISTING BROWNSTONE BLOCK
RETAINING WALLS
PROPERTY LINE (TYP.)
SET BACK
DRAINAGE EASEMENT
BUILDING FOUNDATION (TYP.)
ROOFLINE
EDGE OF EAVE (TYP.)
EXISTING FENCED DOG RUN
SETBACK
FFE( 8055.3)
ABOVE
SNOW
STORAGE
ENCLOSED
DUMPSTER
PROPOSED
PLANTER
LIMIT OF DISTURBANCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
INLET
INLET
STRUCTURAL
RETAINING WALL
PER ENGINEER
DUEL TIER LANDSCAPE
RETAINING WALL
LT
LT
AA AA
AA
LT
LT
PP
AA
AA
AA
AA
AA
AA
PG
AC
LT
AA
AA
PE
PP
AC
PE
PG
PLANTER
PLANTER
PLANTER
PLANTER
AA
TW
8031.0
TW
8031.0
TW
8031.0
TW
8032.0TW
8032.0
TW
8034.0
8040.89
8040.5
PT
PT
PT
PT
PT
PT
PT
PT 8031.3
8039.53
LT
OURAY SLATE BOULDERS
REUSE EXISTING BLOCK BOULDERS FOR
LANDSCAPE RETAINING (TYP.)
HEATED CONCRETE
STOOP (PER MECH.)
WEST TERRACE (TYP.)
WATER
FEATURE
FFEABOVE
8031.46
FFEBELOW
8031.28
2%
8030.868030.86
8031.38TW
8030.96
AC
AC
8036
TW
8038.0
TW
8040.4
TS 8041.4
TW
8031.0
L A N D S C A P E A R C H I T E C T U R ELICENSE NUMBER #742, Inc.coloradolandartstudio@msn.com
po box 2257 Eagle, CO 81631Tel: 970.376.2977Land Art StudioC o l o r a d oSITE
PLAN1345 WEST HAVEN DRIVEREMODELLOT 50VAIL, COEAGLE COUNTY, COLORADOSOLAR PHOTOVOLTAIC CONSULTINGwww.colasdesign.com
L-2NORTH SUSTAINABLE DESIGNSCALE: 1"=10-0"
EXISTING GREEN SPRUCE TREE
EXISTING ASPEN TREE
EXISTING CREEPING JUNIPER
EXISTING ROCKSPRAY COTONEASTER
EXISTING ARTEMISIA SPS.
EXISTING FEATHER REED GRASS
EXISTING PLANT INVENTORY LEGEND
PLAN LEGEND
8039.7 PROPOSED SPOT ELEVATION
(8039.7)EXISTING SPOT ELEVATION
TW 8039.7 TOP OF WALL - PROPOSED SPOT ELEVATION
TW 8039.7 BOTTOM OF WALL - PROPOSED SPOT ELEVATION
PROPOSED PLANT LEGEND
PICEA PUNGENS - GREEN SPRUCEPG
PP PINUS PONDEROSA - PONDEROSA PINE
PE PICEA ENGLEMANNI - ENGLEMAN SPRUCE
AC ABIES CONCOLOR - WHITE FIR
AA AMELANCHIER ALNIFOLIA-SERVICEBERRY
AA LONICERA TATARICA 'ARNOLDS RED'
ARNOLD'S RED HONEYSUCKLE
LIMIT OF DISTURBANCE
NATIVE MOUNTAIN PERENNIALS
10/18/18
(8058)
(8056)
(8054)
(8052)
(8050)
(8048)
(8046)
(8044)
(8042)
(8040)
(8038)
(8036)
(8034)
(8032)
(8030)
(8028)
(8026)
(8024)
(8022)
(8020)
(8016)
(8018)
(8032)
(8030)
(8028)
(8026)
(8024)
(8022)
(8020)
(8046)
(8044)
(8042)
(8040)
(8038)
(8036)
(8034)
(8058)
(8056)
(8054)
(8052)
(8050)
(8048)
(8060)
(8062)
(8064)
(8066)
(8066)
(8060)
AUTO COURT 8040
8034
8038
+ (8043.05)
4' concrete pan
11.75%
EXISTING PAVER
SNOWMELTED
DRIVEWAY (4387 SF)
Zone 1- marked at
control box- TOV R.O.W.
No Heat
15'-0"
GRASS PAVERS
EXIST. GAS
METER
(8020)
EXIST.
GUEST
PARKING
NORTH
TERRACE
EXIST. TRENCH
DRAIN
INLET
Garage
(Below)
8040.53
8041.7
TW 8041.45
8030.5
8031.38
TW 8034.5
BW 8030.5
(8031.5)
8040.08
8040.53
TW 8041.45
8040.53
8041.66TW 8043.2
8040.53
MEET
EXIST'G.
8041.7
8039.66
8039.66
BW 8037.03
TW
8041.53
8039.66
8039.7
TW
8041.53
TW
8042.7
TW
8041.53
8039.5
BW 8036.53
BW 8037.03
TW
8041.53
TW
8042.84
GAS
FIRE PIT
8039.53
8039.57
TW 8041.37
8040.70
LOT 50
21,820 SF
.5009 AC.
LOWER NORTH TERRACE
8031.6
8031.38
TW 8040.93
(8046)
(8048)
(8044)
(8046)
(8048)
(8050)
(8052)
(8054)(8056)
(8058)
(8052)
(8050)
(8048)
(8054)
RELOCATE
3" CAL. ASPEN
8041.2MASTER
BEDROOM
TERRACE
8031.2
8031.0
TW 8035.0
8035.8BW 8035.0
TW
8037.0
TW
8034.0
(8029)
(8027.2)
(8027.2)
(8031.5)
(8024.6)
SPRUCE
TO REMAIN
EXISTING RETAINING
WALLS TO REMAIN
SEWER EASEMENT
TW 8043.5
8041.08
8041.27
8040.94
8040.86
TW 8043.34
8041.27
TW 8043.20
8040.91
8040.91
8041.41
8041.91
8041.41
8041.58
8041.588041.54
8041.46
8041.41
TW 8043.2
TW 8042.58
TW 8041.99
8041.7
8041.7
8041.7
8041.7
S. ENTRY PORTICO 01
A-5.2
FFE (8043)
FFE( 8042.65)
8041.7
ROOFLINE
ROOFLINE (TYP.)
SETBACK (TYP.)
PROPERTY LINE (TYP.)
EXISTING BROWNSTONE BLOCK
RETAINING WALLS
PROPERTY LINE (TYP.)
SET BACK
DRAINAGE EASEMENT
BUILDING FOUNDATION (TYP.)
ROOFLINE
EDGE OF EAVE (TYP.)
EXISTING FENCED DOG RUN
SETBACK
FFE( 8055.3)
ABOVE
SNOW
STORAGE
ENCLOSED
DUMPSTER
PROPOSED
PLANTER
LIMIT OF DISTURBANCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
INLET
INLET
STRUCTURAL
RETAINING WALL
PER ENGINEER
DUEL TIER LANDSCAPE
RETAINING WALL
AA
AA
AA
AA
AA
PE
PLANTER
PLANTER
PLANTER
PLANTER
AA
TW
8031.0
TW
8031.0
TW
8031.0
TW
8032.0TW
8032.0
TW
8034.0
8040.89
8040.5
8031.3
8039.53
OURAY SLATE BOULDERS
REUSE EXISTING BLOCK BOULDERS FOR
LANDSCAPE RETAINING (TYP.)
HEATED CONCRETE
STOOP (PER MECH.)
WEST TERRACE (TYP.)
WATER
FEATURE
FFEABOVE
8031.46
FFEBELOW
8031.28
2%
8030.868030.86
8031.38TW
8030.96
AC
AC
8036
TW
8038.0
TW
8040.4
TS 8041.4
TW
8031.0
L A N D S C A P E A R C H I T E C T U R ELICENSE NUMBER #742, Inc.coloradolandartstudio@msn.com
po box 2257 Eagle, CO 81631Tel: 970.376.2977Land Art StudioC o l o r a d oGRADING
PLAN1345 WEST HAVEN DRIVEREMODELLOT 50VAIL, COEAGLE COUNTY, COLORADOSOLAR PHOTOVOLTAIC CONSULTINGwww.colasdesign.com
L-3NORTH SUSTAINABLE DESIGNSCALE: 1"=10-0"
PLAN LEGEND
8039.7 PROPOSED SPOT ELEVATION
(8039.7)EXISTING SPOT ELEVATION
TW 8039.7 TOP OF WALL - PROPOSED SPOT ELEVATION
TW 8039.7 BOTTOM OF WALL - PROPOSED SPOT ELEVATION
LIMIT OF DISTURBANCE
10/18/18
(8058)
(8056)
(8054)
(8052)
(8050)
(8048)
(8046)
(8044)
(8042)
(8040)
(8038)
(8036)
(8034)
(8032)
(8030)
(8028)
(8026)
(8024)
(8022)
(8020)
(8016)
(8018)
(8032)
(8030)
(8028)
(8026)
(8024)
(8022)
(8020)
(8046)
(8044)
(8042)
(8040)
(8038)
(8036)
(8034)
(8058)
(8056)
(8054)
(8052)
(8050)
(8048)
(8060)
(8062)
(8064)
(8066)
(8066)
(8060)
AUTO COURT 8040
8034
8038
+ (8043.05)
4' concrete pan
11.75%
EXISTING PAVER
SNOWMELTED
DRIVEWAY (4387 SF)
Zone 1- marked at
control box- TOV R.O.W.
No Heat
15'-0"
GRASS PAVERS
EXIST. GAS
METER
(8020)
EXIST.
GUEST
PARKING
NORTH
TERRACE
EXIST. TRENCH
DRAIN
INLET
Garage
(Below)
8040.53
8041.7
TW 8041.45
8030.5
8031.38
TW 8034.5
BW 8030.5
(8031.5)
8040.08
8040.53
TW 8041.45
8040.53
8041.66TW 8043.2
8040.53
MEET
EXIST'G.
8041.7
8039.66
8039.66
BW 8037.03
TW
8041.53
8039.66
8039.7
TW
8041.53
TW
8042.7
TW
8041.53
8039.5
BW 8036.53
BW 8037.03
TW
8041.53
TW
8042.84
GAS
FIRE PIT
8039.53
8039.57
TW 8041.37
8040.70
LOT 50
21,820 SF
.5009 AC.
LOWER NORTH TERRACE
8031.6
8031.38
TW 8040.93
(8046)
(8048)
(8044)
(8046)
(8048)
(8050)
(8052)
(8054)(8056)
(8058)
(8052)
(8050)
(8048)
(8054)
RELOCATE
3" CAL. ASPEN
8041.2MASTER
BEDROOM
TERRACE
8031.2
8031.0
TW 8035.0
8035.8BW 8035.0
TW
8037.0
TW
8034.0
(8029)
(8027.2)
(8027.2)
(8031.5)
(8024.6)
SPRUCE
TO REMAIN
EXISTING RETAINING
WALLS TO REMAIN
PROPOSED PLANTING
SEWER EASEMENT
TW 8043.5
8041.08
8041.27
8040.94
8040.86
TW 8043.34
8041.27
TW 8043.20
8040.91
8040.91
8041.41
8041.91
8041.41
8041.58
8041.58
8041.54
8041.46
8041.41
TW 8043.2
TW 8042.58
TW 8041.99
8041.7
8041.7
8041.7
8041.7
S. ENTRY PORTICO01
A-5.2
FFE (8043)
FFE( 8042.65)
8041.7
ROOFLINE
ROOFLINE (TYP.)
SETBACK (TYP.)
PROPERTY LINE (TYP.)
EXISTING BROWNSTONE BLOCK
RETAINING WALLS
PROPERTY LINE (TYP.)
SET BACK
DRAINAGE EASEMENT
BUILDING FOUNDATION (TYP.)
ROOFLINE
EDGE OF EAVE (TYP.)
EXISTING FENCED DOG RUN
SETBACK
FFE( 8055.3)
ABOVE
SNOW
STORAGE
ENCLOSED
DUMPSTER
PROPOSED
PLANTER
LIMIT OF DISTURBANCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
LIMIT OF DISTURBANCE (TYP.)
INLET
INLET
STRUCTURAL
RETAINING WALL
PER ENGINEER
DUEL TIER LANDSCAPE
RETAINING WALL
LT
LT
AA AA
AA
LT
LT
PP
AA
AA
AA
AA
AA
AA
PG
AC
LT
AA
AA
PE
PP
AC
PE
PG
PLANTER
PLANTER
PLANTER
PLANTER
AA
TW
8031.0
TW
8031.0
TW
8031.0
TW
8032.0TW
8032.0
TW
8034.0
8040.89
8040.5
PT
PT
PT
PT
PT
PT
PT
PT 8031.3
8039.53
LT
OURAY SLATE BOULDERS
REUSE EXISTING BLOCK BOULDERS FOR
LANDSCAPE RETAINING (TYP.)
HEATED CONCRETE
STOOP (PER MECH.)
WEST TERRACE (TYP.)
WATER
FEATURE
FFEABOVE
8031.46
FFEBELOW
8031.28
2%
8030.868030.86
8031.38TW
8030.96
AC
AC
8036
TW
8038.0
TW
8040.4
TS 8041.4
TW
8031.0
L A N D S C A P E A R C H I T E C T U R ELICENSE NUMBER #742, Inc.coloradolandartstudio@msn.com
po box 2257 Eagle, CO 81631Tel: 970.376.2977Land Art StudioC o l o r a d oLANDSCAPE
PLAN1345 WEST HAVEN DRIVEREMODELLOT 50VAIL, COEAGLE COUNTY, COLORADOSOLAR PHOTOVOLTAIC CONSULTINGwww.colasdesign.com
L-4NORTH SUSTAINABLE DESIGNSCALE: 1"=10-0"
EXISTING GREEN SPRUCE TREE
EXISTING ASPEN TREE
EXISTING CREEPING JUNIPER
EXISTING ROCKSPRAY COTONEASTER
EXISTING ARTEMISIA SPS.
EXISTING FEATHER REED GRASS
EXISTING PLANT INVENTORY LEGEND
PLAN LEGEND
8039.7 PROPOSED SPOT ELEVATION
(8039.7)EXISTING SPOT ELEVATION
TW 8039.7 TOP OF WALL - PROPOSED SPOT ELEVATION
TW 8039.7 BOTTOM OF WALL - PROPOSED SPOT ELEVATION
PROPOSED PLANT LEGEND
PICEA PUNGENS - GREEN SPRUCEPG
PP PINUS PONDEROSA - PONDEROSA PINE
PE PICEA ENGLEMANNI - ENGLEMAN SPRUCE
AC ABIES CONCOLOR - WHITE FIR
AA AMELANCHIER ALNIFOLIA-SERVICEBERRY
LT LONICERA TATARICA 'ARNOLDS RED'
ARNOLD'S RED HONEYSUCKLE
LIMIT OF DISTURBANCE
NATIVE MOUNTAIN PERENNIALS
PROPOSED PLANT SCHEDULE
LOW GROW-HIGH ALTITUDE NATIVE SEED MIX
PERENNIALS
NOTES:
1. EXISTING IRRIGATION HEADS TO BE REPLACED WITH UPDATED WATER-WISE HEADS
10/18/18
AND RECOMPACT
SCARIFY TO 100 MM DEPTH
PLANTING MIX 1
50 MM OF MULCH LAYER
SET ROOT COLLAR AT FINISHED GRADE
OR LESS REQUIRE MULCH BEDALL PLANTS SPACED 1500 MM O.C.
SEE PLAN FOR PLANT SPACING.
BROKEN BRANCHESEXCEPT TO REMOVE DEAD OR
DO NOT PRUNE EVERGREENS
SUBGRADE
NOTES:
BURLAPPED SHRUBS
BALLED AND
CONTAINER SHRUBS
BARE ROOT OR
150 MM MIN.
3" MULCH LAYER-SOIL PEP FOR ALL PERENNIALS
UNDISTURBED SUBGRADE
VARY, SEE PLAN L-1 AND L-2
FINISHED GRADE
PLANTING MIX 2
D=DIMENSION OF PLANT SPACING (SHRUB, GROUND COVER,
ANNUAL OR PERENNIAL)
300 MM TYP. (TREES)
150 MM TYP. (SHRUBS) SET ROOT COLLAR AT SLOPE LINE
SCARIFY 100 MM DEPTH
MULCH AS SPECIFIED
PLANTING MIX 1
AND RECOMPACT
EXIS T ING SL OP E
REMOVE BURLAP FROM
SCARIFY TO 100 MM DEPTH
STAKES TO EXTEND 500 MM BELOW
TREE PIT IN UNDISTURBED SUBGRADE
AND RECOMPACT
TOP 1/3 OF BALL
PLANTING MIX 1
2 X ROOTBALL DIA.
300 MM MIN.
NYLON STRAP
NOTE: STAKES REQUIRED ONLY
SET STAYS ABOVE FIRST BRANCHES,
75 MM OF SHREDED CEDAR MULCH LAYER
MOUND TO FORM 100 MM SAUCER
ON TREES OVER 3M HIGH
TREE STAKES AS SPECIFIED
SEE DETAIL ABOVE
NEVER CUT LEADERS
STAKE 3 LARGEST STEMS, IF TREEHAS MORE THAN 3 LEADERS
TREE SHALL BEAR SAME RELATION TO
FINISHED GRADE AS IT BORE TO
SET TREE STAKES VERTICAL
AND AT SAME HEIGHT.
PREVIOUS GRADE
3 STAKES PER TREE MAX.
FINISHED GRADE AS IT BORE TO
MOUND TO FORM 100 MM SAUCER
REMOVE BURLAP FROM
SCARIFY TO 100 MM DEPTH
UNDISTURBED SUBGRADE
STAKES TO EXTEND 500 MM
BELOW TREE PIT IN
TREE SHALL BEAR SAME RELATION TO
PREVIOUS GRADE
GUY WIRE SECURED TO TREE
TOP 1/3 OF BALL
75 MM OF CEDAR MULCH LAYER
WITH NYLON STRAP
PLANTING MIX 1
UNDISTURBED SUBGRADE
AND RECOMPACT
DRIVEN BELOW FINISH GRADE
NOTE: GUY WIRES REQUIRED ONLYON TREES OVER 3M HIGH
ANCHOR STAKE
TURNBUCKLE
NOTES:
2 X ROOTBALL DIA.
300 MM MIN.
GUYS AT60 ANGLE
PERENNIAL PLANTINGPLANTING ON SLOPES SHRUB PLANTINGMULTI-STEMMED TREE PLANTINGCONIFEROUS TREE PLANTING
Irrigation Notes:
1. Use certified 'water saving' irrigation emitters such as 'Hunter' brand.
2. It is recommended that punch-in emitters and the contractor starts with the lowest recommended number of emitters per plant type. If watering
needs are not being met based on given soil conditions, the irrigation design should be reevaluated.
Planting Notes:
1. Perennial planting areas shall have soil tilled to a depth of 12" prior to planting. Do not do this when the soil is soggy. Added soil mix shall be
50% topsoil and 50% specified organic. At the time of planting, fertilize plants with a fish emulsion or equivalent organic base liquid fertilizer.
For blooming plants, rake in Osmocote full-season, slow-release 180-day pellets. Spread 2" of dark compost mulch in all planting beds. (Soil
Pep is suitable)
2. Planting beds that back onto existing vegetation should be finished on the back edge with an eight-inch band of weed fabrid pinned in place and
covered with wood mulch to reduce encroachment into perennial planting areas.
3. Trees: Evenly distribute slow-release fertilizer tablets 20-1-5 (N-P-K) in plant pits when backfilled 2
3 according to the following schedule: 1 tablet
per 15mm caliper, or 150mm of height, whichever is less. All trees shall have wire baskets removed before back filling tree pits.
4. All trees shall have (3) guy wires and stakes per tree (West, East and South sides)
5. BOULDERS: All proposed boulders must be in place prior to planting any
plant material. All boulders to be selected by landscape architect. All boulder locations to be
verified with landscape architect prior to placement in the field.
6. See Sheet L1.3 for irrigation schedule and type.
7. All perennial gardens to have black plastic edging between lawn and garden areas. Perennial garden to receive min. 1" of soil pep as mulch.
Shrubs and trees will all receive red cedar mulch to drip line of plant. All perennial beds will have min. 6" of organic, weed free top soil. Soil
amendment will contain 30% rich, organic component.
8. Modifications to existing irrigation system will be necessary and a design/build task. Currently no as-builts are available for existing irrigation
layout. Verify with facility manager. Contractor to provide as-built for irrigation installation. Deliver to Landscape Architect within 10days of
completion.
9. All planting locations to be verified by Landscape Architect prior to planting. Give min.48 hours notice. Landscape Architect reserves the right
to field adjust plants to exact location in the field.
10. Replace any sod damaged during landscape installation. Clear all pathways, stairs, courtyards, driveway, sidewalks and staging area of dirt
and materials. Root-feed existing trees within 30' of project limits with an organic liquid fertilizer.
GENERAL NOTES:
1. BEFORE DIGGING NOTIFY ALL APPLICABLE UTILITY COMPANIES.
2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES
3. NOTES AND DETAILS ON SPECIFICATION DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
4. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT
AND ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK.
5. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT SPOTS OR POCKETS.
6. ALL COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORT PREPARED FOR THIS SITE.
7. ALL DISTURBED AREAS WILL BE RESTORED AND REVEGETATED (SEE L-3)
IRRIGATION:
1. SEE L-3,L-4 AD L-5 FOR IRRIGATION SCHEDULE
2. VERIFY ALL IRRIGATION LOCATIONS WITH LANDSCAPE ARCHITECT
BOULDERS:
1. ALL BOULDERS TO BE SELECTED BY LANDSCAPE ARCHITECT
2. VERIFY LOCATION OF ALL BOULDERS WITH LANDSCAPE ARCHITECT
3. ALL BOULDERS TO MATCH ARCHITECTURE STONE
POINTS 'A' MUST BE HIGHER THAN POINT 'B'
A A
B
FLOW EROSION BALES
TWINE WIRE
COMPACTED SOIL
(PREVENTS PIPING)
SEDIMENT LADEN RUNOFF
12" MIN.
4" MIN.
SILT FENCE NOTES:
1. AT THE TOE OF HILLS, INSTALL THE SILT FENCE
ALONG A LEVEL CONTOUR AND PROVIDE AREA BEHIND THE
FENCE FOR RUNOFF TO POND AND SEDIMENT TO SETTLE, A
MINIMUM OF 5 FEET AWAY FROM THE TOE OF THE HILL IS RECOMMENDED,
2. THE HEIGHT OF THE FENCE FROM THE GROUND SURFACE
SHALL BE A MINIMUM OF 24" AND SHALL NOT EXTEND 36".
3. SILT FENCES SHALL BE PERIODICALLY MAINTAINED. REMOVED SEDIMENT
ACCUMULATED BEHIND THE SILT FENCE
WHEN IT HAS REACHED HALF THE EXPOSED FABRIC HEIGHT.
4. DAMAGED SILT FENCE SHALL BE PROMPTLY REPAIRED.
5. REMOVE SILT FENCES AFTER THEY HAVE SERVED THEIR USEFULNESS.
24"
18"
STAKE (STEEL OR WOOD)
RUNOFF
FABRIC
6"
6"
DIG 6" WIDE AND 6" DEEP
TRENCH, BURY BOTTOM 12"
OF FABRIC AND ANCHOR W/
COMPACTED BACKFILL MATERIAL
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6" MAX.
MESH WIRE SCREEN WHICH
HAS BEEN FASTENED TO THE POST
FLOW
FLOW
FLOW
STEEL OR WOOD POST
10' MAX. SPACING BETWEEN POSTS WITH WIRE SUPPORT
6' MAX. SPACING WITHOUT WIRE SUPPORT
SILT FENCE SECTION6
L-5 NOT TO SCALE
EROSION BALE INSTALLATION9
L-5 NOT TO SCALE
SILT FENCE7
L1-5 NOT TO SCALE
EROSION CHANNEL FLOW8
L-5 NOT TO SCALE
EROSION BALE (TYP.)
WOOD STAKE (TYP.), Inc.coloradolandartstudio@msn.compo box 2257 Eagle, CO 81631Tel: 970.376.2977Land Art StudioC o l o r a d oPLANTING
DETAILS
EROSION
CONTROL1345 WEST HAVEN DRIVEREMODELLOT 50VAIL, COEAGLE COUNTY, COLORADOwww.colasdesign.comL-5SUSTAINABLE DESIGN10/18/18
SKYLINE MECHANICAL INC.
134 AIRPARK DR 2-C
GYPSUM CO 81637
P-970-524-6809
F970-524-6810167-18-CE1345 Westhaven Circle2018 Spring remodel→
→
10/18/18
SKYLINE MECHANICAL INC.
134 AIRPARK DR 2-C
GYPSUM CO 81637
P-970-524-6809
F970-524-6810167-18-CE1345 Westhaven Circle2018 Spring remodel←
10/18/18
SKYLINE MECHANICAL INC.
134 AIRPARK DR 2-C
GYPSUM CO 81637
P-970-524-6809
F970-524-6810167-18-CE1345 Westhaven Circle2018 Spring remodel10/18/18
09/13/18
10/18/18
10/01/18
10/18/18
10/01/18
Third party special inspection and approval
of micro pile installation req'd
10/18/18
09/13/18
10/18/18
09/13/18
10/18/18
10/01/18
10/18/18
09/19/18
10/18/18