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HomeMy WebLinkAboutDRB140512 Plans ApprovedA. B. C. D. E. F SYMBOL LEGEND SECTION NO. BUILDING SECTION CUT A5.1 SHEET NO. DETAIL NO. DETAIL CUT REFERENCE GRID LINE 3.2 SHEET NO. ,-� _ DETAIL CUT ' T.o. PwD. As.1 SPOT ELEVATION ELEV. 100'-0" SIM. SITE ELEV. = 116'-0" EXTERIOR ELEVATION <( 1 DRAWING REVISION A4.1 CDA ROOM NUMBER LIVING1 INTERIOR ELEVATION a z 100 3 A9.1 DOOR MARK 1000 WINDOW MARK O MATERIAL LEGEND SECTION PLAN SECTION PLAN CONCRETE a a SOIL/ COMPACTED FILL CONCRETE MASONRY ROCK/ o o� NON -COMPACTED FILL q� STONE SAND FRAME WALL H H FINISHED WOOD TILE � ROUGH FRAMING OR ROUGH SAWN TRIM GLAZINGj- WOOD BLOCKING STEEL GLU-LAM WOOD ALUMINUM OR I PARTICLE BD. OR SHEET METAL u WOOD FIBER BD. BATT INSULATION RIGID INSULATION GYP. WALL BOARD/ STUCCO/ PLASTER PLYWOOD ACOUSTICAL CEILING FFFFFFFFFFM CARPET 111hiIIIIII NIIIN111111 ABBREVIATIONS AAD Attic Access Door GALV Galvanized RW Roof Window ADD Addendum GC General Contractor RO Rough Opening ADJ Adjacent GL Glass SAN Sanitary AOR Area of Refuge GR Grade SECT Section AGG Aggregate GLB Laminated Wood Beam SEW Sewer AFF Above Finished Floor GYP Gypsum SHT Sheet ALT Alternate GWB Gypsum Wallboard SHLV Shelves ARCH Architectural HDW Hardware SIM Similar BM Beam HD Head SL Sliding BRG Bearing HVAC Heating, Ventilating, SM Sheet Metal BET Between By Warren Campbell at and Air Conditioning STC Sound- Transmission Class BD Board HT Height SPEC Specification BS Both Sides HWY Highway SQ Square BO Bottom Of HOR Horizontal STD Standard BLDG Building ID Inside Diameter STL Steel CAB Cabinet INT Interior STRUCT Structure (al) Cpt Carpet JT Joint SUB Substitute CL Centerline LAM Laminate SUPPL Supplement (al) CER Ceramic LAV Lavatory SUSP Suspend (ed) CLOS Closet MFG Manufacturer TEL Telephone CMU Concrete Masonry Unit MO Masonry Opening TV Television COL Column MTL Material TEMP Tempered CONIC Concrete MAX Maximum IE That Is CJ Construction Joint MC Medicine Cabinet THK Thick CONT Continuous MECH Mechanical TPH Toilet Paper Holder DP Damproofing MIN Minimum T&G Tongue and Groove DET Detail MISC Miscellaneous T&B Top and Bottom DIA Diameter NIC Not In Contract TO Top Of DIM Dimension NA Not Applicable T Tread DW Dishwasher NTS Not to Scale TS Tube Steel DN Down OC On Center TYP Typical DR Drain OPG Opening UG Underground DS Downspout OPP Opposite U.N.O. Unless Noted Otherwise DRWG Drawing OSB Oriented Strand Board UNFIN Unfinished EA Each OD Outside Diameter UBC Uniform Building Code EL Elevation d Penny (nails, etc.) USG United States Gage EQ Equal PAF Power Actuated Fastened VAR Variable EXIST Existing PERF Perforated (d) VENT Ventilate EJ Expansion Joint PFSM Prefinished Sheet Metal VIF Verify In Field EXT Exterior PL Plate VERT Vertical FE CABT Fire Extinguisher Cabinet PLWD Plywood VAT Vinyl Asbestos Tile FOC Face Of Concrete PROD Product V Voltage FOS Face Of Stud PROJ Project WC Water Closet FIN Finish PROP Property WP Waterproof FP Fireproof R Radius or Riser WT Weight FL Floor REF Refer WIN Window FD Floor Drain REFR Refrigerator W/ With (comb. form) FTG Footing REINF Reinforce (d) W/O Without FDN Foundation REQD Required WD Wood GA Gauge RHSM Round Head Sheet Metal Screw RM Room GENERAL NOTES THE CONTRACT DOCUMENTS CONSIST OF ARCHITECTURAL AND STRUCTURAL DRAWINGS, THE AGREEMENT, THE GENERAL NOTES ANq THE SPECIFICATIONS. ANY WORK SHOWN IN ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE CONSTRUCTION I PROCESS ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PREFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMAN OF THE APPROPRIATE TRADES. THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. 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. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE. SUBCONTRACTORS SHALL SUBMIT REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN ADEQUATE TIME AS TO NOT DELAY PROGRESS. SHOP DRAWINGS MUST BE THOROUGHLY REVIEWED BY CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT TO MAKE SURE THEY ARE ACCURATE AND MEET DESIGN INTENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE WORK IS BEGUN, AND WORK SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS, SUBJECT TO REPLACEMENT AS REQUIRED IN PARAGRAPH E ABOVE. ARCHITECT WILL TRY TO IDENTIFY ANY DISCREPENCIES IN SHOP DRAWINGS, BUT CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR SHOP DRAWING ACCURACY. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE 2012 INTERNATIONAL RESIDENTIAL CODE OR ANY LOCAL CODE OR ORDINANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED WITH "N.T.S." DENOTES NOT TO SCALE. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. CONTRACTOR TO COORDINATE NEW CONSTRUCTION W/EXISTING CONDITIONS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER ABOUT DISCREPENCIES OF DRAWINGS OF EXISTING HOUSE AND ASSUMPTIONS. FLEEGER RESIDENCE 2950 BOOTH CREEK DR, VAIL VILLAGE FILING 11, BLOCK 3, LOT 2 CHANGE TO APPROVED PLANS Issue Date: 10/27/2014 PROJECT INFORMATION Fleeger Residence ARCHITECT CONTRACTOR Matt and Candee Fleeger 2950 Booth Creek Drive, Vail Village Filing 11, Block 3, Lot 2 P.O. Box 2378 Zone District: Two -Family Primary/Secondary Residential ( PS ) TBD Martin/Martin, Inc. Lot is .3679 acres, equal to 16,024 SF Phone: (214) 878-0333 Suite A103 Allowable GRFA Edwards, CO 81632 mattf@gulfcoastwestern.com .46 SF/1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF .13 SF per 1 SF of site area > 10,000 SF of site area 1,024 x 0.13 equals 133 SF Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,633 SF Allowable site coverage is 20% of lot Edwards, CO 81632 3,205 SF Square Footage Summary Habitable SF GRFA SF Lower Level 2,280 SF 866 SF *1 Phone: (970) 945-7988 Main Level 2,267 SF 2,267 SF Phone: (970) 845-7910 Upper Level 2,472 SF 2,472 SF Double Height Area 515 SF Total 7,019 SF 5,984 SF Provided SF Allowed SF Main Unit Garage 82 SF 900.0 SF Site Coverage 3,200 SF 3,205 SF GRFA 5,984 SF 6,633 SF *1 38% OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE RESTRICTIVE, THEREFORE 38% OF THE LOWER LEVEL SF IS COUNTED AS GRFA (LOWER LEVEL HABITABLE 2,280 SF *.38 = 866 SF) Site Coverage Allowable site coverage is 20% of lot which equals 3,205 SF. 3,200 SF is provided. Setbacks 20' from front 15' from sides 15' from rear Patio can extend to 1/2 the distance of the setback Decks can encroach set back 5' Roof or architectural projections can encroach 4' Height Flat or mansard roofs not to exceed 30' Sloping roof not to exceed 33' Garage Allow 300 sq. ft. per spaceup to 4 spaces or 12 sq. ft. in addition to allowable GRFA per (PS) primary secondary lot. 882 SF is provided. Landscape Min 60% of lot shall be landscaped which equals 9,614 SF. 10,472 SF is provided. See sheet A2.2 for more information. Parking Required per Chapter 10 If dwelling is more than 5,500 GRFA 5 spaces are required. 3 covered 9' x 18' (in garage) and 2 uncovered 9' x 19' parking spaces are provided. Site Coverage Allowable site coverage is 20% of lot which equals 3,205 SF. 3,176 SF is provided. CODE INFORMATION CODE: 2012 IRC, 2012 IECC OCCUPANCY TYPE: SINGLE FAMILY HOME ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2012 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY REScheck SOFTWARE, AS FOLLOWS: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IEC and as adopted by The Town of Vail, and an outline of the proposed R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: Maximum Glazing U -Factor of .30 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. Provinding weighted aveage of . See weighted average calculations from the window manufacturer. *Note - Contractor may use alternate insulation materials other than blown -in cellulose insulation to achieve equal R -values Ceilings - Requirement of R-49 which is reduced to R-38 per N1102.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. The design provides a full R-38 insulation value over the wall top plate as follows: 1. 14" TJI Roof Assembly - Provides R-65.5 per the 5/8" plywood over R-25 5 1/2" rigid foam panels over 5/8" plywood over 14" TJI filled with blown in R-49 cellulose insulation with GWB ceiling with a full R-38 assembly provided over top plate 2. Curved Glu -lam Roof Assembly- Provides R-51.1 per the R-25 of the 6 1/2" SIP over 18" glu-lams at 48" O.C. with 2x8 furring with blown -in R-26.1 cellulose insulation with 1x6 T&G decking ceiling with a full R-38 assembly over the top plate. Walls - Requires R-20: Providing R-29.8 per the sum of the provided R values of the typical 2x6 wood framing wall assembly with 3/4" wood siding, copper panels, or 6" stone veneer, over 2 5/8" insulation panel (5/8" exterior sheathing, R-10 2" rigid foam insulation panels), 1/2" structural exterior sheathing, R-19.8 blown in cellulose insulation (R-3.6 per inch), and 5/8" drywall exceeds the requirement. Basement Walls - Requires R-10 of continuous insulation or R-13 cavity insulation : Providing R-40.7 per the sum of the provided R values of the R-20 4" rigid foam insulation over the concrete wall with 2x4 wood furring set 1 1/2" off concrete with R-9.9 1 1/2" of 2# closed cell polyurethane spray foam insulation and 3" of blown in cellulose insulation with R10.8 (R-3.6 per inch) and 5/8" drywall exceeds the requirement. Note: R-20 exterior insulation is provided at all below grade conditions. Floors (over unconditioned space) - Requires R-30: Providing R-43.2 at the floor/ceiling assemblies between the house and garage per 12" of blown in cellulose insulation. Basement Slab - Requires R-15 for 4' (since the slab is heated)- Provides R-20 exterior insulation from T.O. footing to grade, and the R-20 4" rigid insulation continuous under the topping slab Garage Slab - R-15 for 4' (since the slab is heated) - Provides R-20 exterior insulation from T.O. footing to grade plus R-20 4" rigid insulation continuous under the slab ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- Fire Retardant Treated Wood Shingles and Shakes. The standing seam metal roofing will be installed to meet the required Class A roof or Class A roof assembly. FIRE SPRINKLER SYSTEM: Building is to be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 and the Town of Vail. A monitored fire alarm system will also be provided. PLUMBING: See water service documents from Rader Engineering. See Architectural Drawings for fixture locations. MECHANICAL: See mechanical documents from Rader Engineering ELECTRICAL: See load calculations from Rader Engineering for service and electric panel sizing PROJECT DIRECTORY CLIENTS ARCHITECT CONTRACTOR Matt and Candee Fleeger BERGLUND ARCHITECTS, LLC TBD 6640 Spring Valley Rd. P.O. Box 2378 Dallas, TX 75254 TBD Martin/Martin, Inc. 210 Edwards Village Blvd Phone: (214) 878-0333 Suite A103 Contact: Sean Molloy Edwards, CO 81632 mattf@gulfcoastwestern.com 41199 Hwy. 6 and 24, Eagle Phone: (970) 926-4301 Fax: (970) 926-4364 225 Main St. hans@berglundarchitects.com INTERIOR DESIGNER LANDSCAPE ARCHITECT TBD Ceres+ Landscape Architecture Contact: Scott Sones P.O. Box 2134 Eagle, CO 81631 Phone: (970) 949-3286 Fax: (970) 262-2162 studio@ceres-plus.com A1.0 COVER SHEET SURVEY LANDSCAPE DRAWINGS L-1 SITE PLAN L-2 PLANTING PLAN ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A2.1 AREA CALCS A2.2 LANDSCAPE AREA CALCS A2.3 DEMO PLAN A3.0 UNDERSLAB DRAINAGE PLAN A3.1 LOWER LEVEL FLOOR PLAN A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A3.4 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A4.3 PERSPECTIVES VICINITY MAP DRAWING LIST: iJ '09- 4q ...a. AF Va i I La 1 01 2950 BOOTH CREEK DR LIGHTING DESIGNER STRUCTURAL MECHANICAL SOILS/CIVIL SURVEYOR ENGINEER ENGINEER ENGINEER TBD Martin/Martin, Inc. Rader Engineering HP Geotech Eagle Valley Surveying Contact: Sean Molloy Contact: Drew Rader Contact: Steve Pawlak 41199 Hwy. 6 and 24, Eagle Vail 225 Main St. 40690 Hwy. 6 5020 County Road 154 P.O. Box 1230 Unit C101 Suite E-1 Glenwood Springs, CO Edwards, CO 81632 Edwards, CO 81632 Avon, CO 81620 81601 Phone: (970) 945-7988 Phone: (970) 3949-1406 Phone: (970) 926-6007 Phone: (970) 845-7910 Fax: (970) 945-8454 Fax: (970 845-7522 SMolloy@martinmartin- drader@raderengineering.com steve@hpgeotech.com mtn.com Design Review Staff Approval TOWN Of VAIL By Warren Campbell at 3:16 pm, Nov 26, 2014 i5 US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(a)berglundarchitects.com www. berglundarchitects.com UJ V Z W D Cn LU LU (DLU W J LL r r 0 Z _ J LL LU 0 J J N I. JO Q J > M �0 W J LLI V z F_ O O M ,0 L 0) N REVISION Revision No. Description Revision Date REVISED AREA CALCS PER REVISIONS CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale COVER SHEET A1.0 o.7, 1 LEGEND 0.7' 0.5 i C i i O \ BOOTH CREEK DRIVE M _ _ GLUND 00 o� Q 1 10' SETBACK FROM EDGE OF STREET w I 411 ARCHITECTS, LLC. FOR RETAINING WALLS AND OTHER 4' UNHEATED CONCRETE PAN / PERMANENT OBSTRUCTIONS IE I (CENTER OF PAN 3" LOWER THAN BOULDERS SIDES) 5' SETBACK FROM STREET FOR HATCHED REGION SHOWS DRIVEWAY SNOW MELT — SHRUBS, PERENNIALS/ANNUALS, 8302'-0" 8302'- 7" 8303'- 0" HEAT SYSTEM IN STREET RIGHT OF WAY IS ON A o ETC. SEPARATE ZONE AND LABELED AT THE CONTROL BOX ro 8301'- 4" US Mail Only: P. O. Box 2378 `U - - 8302'-0" 302'- 7" Physical/ Village Fedex: 210 Ed arils 0=25°22'52 - - _ - R=230.00' — — g L 2 3 0 1 _ a (1) BUSH TO BE REMOVED — — — Edwards, Colorado 81632-23 4 o - _ (970) 926 4301, Fax: 926 4364 B RG=N80 1 6'45"E — -' - — — — — — hans erglundarchitects.com — _ _ _ _ www. berglundarchitects.com co LEN=97.27' - - - N8302 T.O.W.303/ 1. 7'- O \ ' - 0"- „ ---- -� 1 PINE TO GENERAL NOTES x O _-_ Q REMOVED s3o2' o° E 8304 LOT SIZE IS .3679 ACRES, EQUAL TO 16,024 SF i O 1 _ LINE EXISTING ELEC. - - _ WALL OF EXISTING X3300'' \ \ 1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES Z o � _� �-----� �\�� � WALL TO BE � � 1 I� � 8304'- 6" REMOVED- / 1 M E 8302 00-� �' �� 5' DECK - _ , ` , V - �600� �o' \ 2.) EXTERIOR LIGHTING- Uj ��i (1) 9X1 T.O.W.@8306-6' - � ENCROACHMENT LINE \ � - \\1 \ I \ 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 16 LIGHTS ARE ALLOWED. 16 EXTERIOR LIGHTS 18" ABOVE � a a - , J y - ; \ HEATED CONC. DRIVEWAY 9 EXT 9' - 1 GRADE ARE PROPOSED. SEE ELEVATIONS AND REFLECTED CEILING PLANS FOR TYPE, LOCATION AND NUMBERU. �+• @ , - 0 / ► h -v N 8303 _ PARKING SPACE - - OF FIXTURES. E 830 �/ • III -71>0 4' ROOF �- r -RIVER ROCK COBBLE TYP. AT U B.O.W. 8303 \ j ENCROACHMENT 20' FRONT SETBACK t� _E83 , x x - SNOW STORAGE_ o - - - - - 00 / AREA IS 230 SF GUTTER DAYLIGHTS. PROVIDE HEAT $�01- _ / so LINE _ — — — — — — o — — _ — — _ _ N ssol I TRACE FROM END OF GUTTER 3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): Uj \ (8304'- 6" G S v a� DAYLIGHT ALL THE WAY THROUGH " N 8305'- 1" Ne BURIED PIPE AND UP DOWNSPOUT MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE Mo _ ��9� �� �\ m (2) BUSHES TO pp AND THROUGHOUT GUTTER TYP. DIRECTLY BELOW WHICHEVER IS MORE RESTRICTIVE). NOT INCLUDE 6 1/2" INSULATION PANEL OR CO l PQ / ll /RG aGMOVED E 83 • ( ) Q 2 ) �/ Q \ T.O. STRUCTURE @ 8333' - 1 5/16" 4-8301' - 6 \ / ! APPROX. 1" OF ROOFING.Uj 0.7� 2 \ T.O.W. 8306'8" / / N 8304 LINE OF EXISTING \ J 1 LIMITS OF DISTURBANCE X, \ Q WALL TO E - o S OPS 10% SLOPE T , W 1- ROOF RIDGE HEIGHT @SHEATHING = 8332' - 0 1/2"04 / _ _ s w EXISTING GRADE BELOW RIDGE= 8299' - 2 3/4" GAS METER LOCATION LOW WALL / \ 8305' - 1" 5�O - a I� _—� - • C1 — PAINTED TO MATCH TO PROTECT �h f _ v ROOF HEIGHT = 32' - 9 3/4" ADJACENT STONE WALL GAS METER 6 _ - - - - i - - - pF EXISTING OVED • •/ I NOTE: 6 1/2" FOAM INSULATION PANEL IS ALLOWED TO EXTEND ABOVE THE HEIGHT LIMIT BY 8". r / OUTLINE , 1 \ - - - - STRUCTURE BEING REM 1 O - �- ( - m 4. SNOW STORAGE CALCULATIONS: \ I, O.W.. @ 8307' S° II N o I ) 0 J (1) BUSH TO - I N 8301 8300 /BE REMOVED \ ooF 1 • _ I I • IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE ELECTRIC METER LOCATION \ �O� g�c� 8305' - 0" II I N 8302 1 • o TOTAL `- (PAINTED TO MATO® \ j \ GJ ����G QPG�9 - ` / / \ N 8303� N I // THEREFORE 227 S IS NEEDED FOR SNOW STORAGE '� DRIVEWAY AREA= 2,270 SIF Uj ADJACENT STONE WALL)- \ -,'DOWNSPOUT g\ 1,. 1 ASPEN 1 / _ ® / \- 011 - 8305 - -T.O. STRUCTURE @ 8324'- 6 5/8 / \\\' N 8304 -tl I TO BE o �• / TOTAL SNOW STORAGE AREA PROVIDED= 230 SF, WHICH EXCEEDS THE REQUIREMENT OF 227 SF. Q - / REMOVED I I / T O. STRUCTURE A,8326- - 6 1/16" - \ _ - - I _ 1 5.) TOTAL NUMBER OF TREES AND BUSHES BEING REMOVED IS 21: 8305' " 2/ \ (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) 4 BUSHES I 8305'- 1" r� - 1 14 ASPENS LLI EXISTING GAS DOWNSPOUT / W • / 3 PINES 00 \/ ' METER LOCATION j • \ LU Uj (1) PINE TO BEn \ REMOVED o \ I �I 6.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES. _ (� \ \ \ • �" ' 7 PENS TO BE REMOVED \ 8.) TRIM EXISTING TREES AT DRIVEWAY ENTRANCES AS REQUIRED TO COMPLY WITH TOWN OF VAIL CODE 14- 3 ( \ LOWER LEVEL FINISHED FLOOR @ 8294' - 8 1/2 T N / / V �� MAIN LEVEL FINISHED FLOOR @8305- -2" • I 1 TABLE 2 SIGHT DISTANCE TRIANGLE. VERIFY IN FIELD F8 ` 8300 URE @ 8324' - 8 7/s" UPPER LEVEL FINISHED FLOOR 0 8316' - 2 1/2" / • U 3o a Jv\ F- �. ' V ��� / 00� W. @ 8302'- 0" �� LU �p TRANSFER GU ER� O DOWNSP(5ur "X - o�7, _ _ - DOWNSPOUT FOR DECK N 8299 / • O k wNE OF B�sTING REVISED PATIO I LL MOVED O ` I \ 97'- 6 9/16" \ r� �*1 T.O. STRUCTURE @ 8332'- 0 1/2 I I EXISTING GRADE @ 8299' - 2 3/4' , ' Io 1 305'- LO 0 7/16" • FINISHED GRADE @ 8305'- 0" I Y I \ T.O. R CTURE @ 8325'- 5 7/8" - 0) / 1 •0*4 \i (2) ASPENS TO BE I I W - - REMOVED �� I �o cn • 1 DOWNSPOUTS 000 A8 (1) ASPE BE REMOVED- `�. • • �� F8 e _ REVISION REVISED PATIO I V MovEC/V � - I / RUCTURE BEING RE - (1) ASPEN FIRE PIT 8303' - 0 1/4" , • �I I 3.0' �� - - NG STRUC - - - TO BE\ / �; Revision I _ OUT OF EX - _ - _ � � \REMOVED • � \ No. Revision Date Description �' - i ��(�• \ � I �°�° / \ �' T� BE - 8303' 0 5/8" ) \ REVISED �R PIN OBE \ / - - - 30' STREAM SETBACK \ i REMOV D / LINE OF EXISTING DECK �- 8297' - 6 9/16" /I- -� 8304'- 11 5/16" " O� FROM BOOTH CREEK \ 1 1 GRADING PE R (2) ASPEN TO ;\• - _ �pOF� ,� BE REMOVED - - - F82� - _ _ G��J�GO �� DOWNSPOUT FOR / �O� /_ � � �V LEVERAISL LOWER 8 I / Q LLJ O z ��-- \ ` ,L 0 • NEW SEWER LINE CONNECTS TO \ D p EXISTING EAGLE RIVER WATER p ADDED / ��` _ - / 000 Q 'AND SANITATION DISTRICT T EXTERIOR \ \�/ - _PC\� I ' SEWER LINE 1' OFF OF MANHOLE BATHROOM 8303' -5" -o ' -{S V \ \ \ DOWNSPOU V A \ LIMITS OF DISTURBANCE / �5 ���PG „� • SEWER MANHOLE \ g J "' ® RIM ELEV. @ 8297.6', \ \ -'INV. ELEV. @ 8288.6' \ \ \ I DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER X. X' DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER x. x' x' DENOTES BUSH W/ APPROX. DRIPLINE DIAMETER o � \ o• A \\ 829 / RIVER ROCK COBBLE TYP. AT z • �� \ \ GUTTER DAYLIGHTS. PROVIDE HEAT J / \ _ / T.O.W. @ 8301' - 0" TRACE FROM END OF GUTTER \ \ \ \\ 00" ` DAYLIGHT ALL THE WAY THROUGH \ \ o' \T.O.W. @ 8305'- 11 B.O.W. @ 8298' 6" BURIED PIPE AND UP DOWNSPOUT / • \ \ \ AND THROUGHOUT GUTTER TYP. \ \ \ \\ N / • W \\ 8299 N� h \ BOULDERS AND WATER \ \ \\ \\ FEATURE ARE MINIMUM 2' SET 8 BACK FROM PROPERTY LINE \ \ \ I PROPOSED OUTLET OF PERIMETER DRAIN S AS SHOWN ON HPGEOTECH y DRAWINGS. PROVIDE HEAT TAPE TO 1 0.7' • PROTECT FROM FREEZING \ ' • / / \ \\ 1\ RIVER ROCK COBBLE TYP. AT GUTTER DAYLIGHTS. PROVIDE HEAT / I TRACE FROM END OF GUTTER • DAYLIGHT ALL THE WAY THROUGH I NEW LINE O TV CONNECTION BOX /• 1 1 BIDDPIPE AND UP THROUGHOUT TO GUTTER UT TYP. - GO���� 1 IoM EOG�O� f Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 3:15 pm, Nov 26, 2014 SITE PLAN 1 If = 10'-0" CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale As indicated SITEPLAN A2.0 Q co M CD r N co N O r DRAIN WATER VALVE WATER CURBSTOP EM ELECTRIC METER ELECTRIC JUNCTION BOX © TELEPHONE PEDESTAL FA CABLE TV PEDESTAL GAS METER �� SANITARY SEWER MANHOLE LIGHT/LICI-IT POI E SPRINKLER VALVE i C i i O \ BOOTH CREEK DRIVE M _ _ GLUND 00 o� Q 1 10' SETBACK FROM EDGE OF STREET w I 411 ARCHITECTS, LLC. FOR RETAINING WALLS AND OTHER 4' UNHEATED CONCRETE PAN / PERMANENT OBSTRUCTIONS IE I (CENTER OF PAN 3" LOWER THAN BOULDERS SIDES) 5' SETBACK FROM STREET FOR HATCHED REGION SHOWS DRIVEWAY SNOW MELT — SHRUBS, PERENNIALS/ANNUALS, 8302'-0" 8302'- 7" 8303'- 0" HEAT SYSTEM IN STREET RIGHT OF WAY IS ON A o ETC. SEPARATE ZONE AND LABELED AT THE CONTROL BOX ro 8301'- 4" US Mail Only: P. O. Box 2378 `U - - 8302'-0" 302'- 7" Physical/ Village Fedex: 210 Ed arils 0=25°22'52 - - _ - R=230.00' — — g L 2 3 0 1 _ a (1) BUSH TO BE REMOVED — — — Edwards, Colorado 81632-23 4 o - _ (970) 926 4301, Fax: 926 4364 B RG=N80 1 6'45"E — -' - — — — — — hans erglundarchitects.com — _ _ _ _ www. berglundarchitects.com co LEN=97.27' - - - N8302 T.O.W.303/ 1. 7'- O \ ' - 0"- „ ---- -� 1 PINE TO GENERAL NOTES x O _-_ Q REMOVED s3o2' o° E 8304 LOT SIZE IS .3679 ACRES, EQUAL TO 16,024 SF i O 1 _ LINE EXISTING ELEC. - - _ WALL OF EXISTING X3300'' \ \ 1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES Z o � _� �-----� �\�� � WALL TO BE � � 1 I� � 8304'- 6" REMOVED- / 1 M E 8302 00-� �' �� 5' DECK - _ , ` , V - �600� �o' \ 2.) EXTERIOR LIGHTING- Uj ��i (1) 9X1 T.O.W.@8306-6' - � ENCROACHMENT LINE \ � - \\1 \ I \ 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 16 LIGHTS ARE ALLOWED. 16 EXTERIOR LIGHTS 18" ABOVE � a a - , J y - ; \ HEATED CONC. DRIVEWAY 9 EXT 9' - 1 GRADE ARE PROPOSED. SEE ELEVATIONS AND REFLECTED CEILING PLANS FOR TYPE, LOCATION AND NUMBERU. �+• @ , - 0 / ► h -v N 8303 _ PARKING SPACE - - OF FIXTURES. E 830 �/ • III -71>0 4' ROOF �- r -RIVER ROCK COBBLE TYP. AT U B.O.W. 8303 \ j ENCROACHMENT 20' FRONT SETBACK t� _E83 , x x - SNOW STORAGE_ o - - - - - 00 / AREA IS 230 SF GUTTER DAYLIGHTS. PROVIDE HEAT $�01- _ / so LINE _ — — — — — — o — — _ — — _ _ N ssol I TRACE FROM END OF GUTTER 3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): Uj \ (8304'- 6" G S v a� DAYLIGHT ALL THE WAY THROUGH " N 8305'- 1" Ne BURIED PIPE AND UP DOWNSPOUT MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE Mo _ ��9� �� �\ m (2) BUSHES TO pp AND THROUGHOUT GUTTER TYP. DIRECTLY BELOW WHICHEVER IS MORE RESTRICTIVE). NOT INCLUDE 6 1/2" INSULATION PANEL OR CO l PQ / ll /RG aGMOVED E 83 • ( ) Q 2 ) �/ Q \ T.O. STRUCTURE @ 8333' - 1 5/16" 4-8301' - 6 \ / ! APPROX. 1" OF ROOFING.Uj 0.7� 2 \ T.O.W. 8306'8" / / N 8304 LINE OF EXISTING \ J 1 LIMITS OF DISTURBANCE X, \ Q WALL TO E - o S OPS 10% SLOPE T , W 1- ROOF RIDGE HEIGHT @SHEATHING = 8332' - 0 1/2"04 / _ _ s w EXISTING GRADE BELOW RIDGE= 8299' - 2 3/4" GAS METER LOCATION LOW WALL / \ 8305' - 1" 5�O - a I� _—� - • C1 — PAINTED TO MATCH TO PROTECT �h f _ v ROOF HEIGHT = 32' - 9 3/4" ADJACENT STONE WALL GAS METER 6 _ - - - - i - - - pF EXISTING OVED • •/ I NOTE: 6 1/2" FOAM INSULATION PANEL IS ALLOWED TO EXTEND ABOVE THE HEIGHT LIMIT BY 8". r / OUTLINE , 1 \ - - - - STRUCTURE BEING REM 1 O - �- ( - m 4. SNOW STORAGE CALCULATIONS: \ I, O.W.. @ 8307' S° II N o I ) 0 J (1) BUSH TO - I N 8301 8300 /BE REMOVED \ ooF 1 • _ I I • IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE ELECTRIC METER LOCATION \ �O� g�c� 8305' - 0" II I N 8302 1 • o TOTAL `- (PAINTED TO MATO® \ j \ GJ ����G QPG�9 - ` / / \ N 8303� N I // THEREFORE 227 S IS NEEDED FOR SNOW STORAGE '� DRIVEWAY AREA= 2,270 SIF Uj ADJACENT STONE WALL)- \ -,'DOWNSPOUT g\ 1,. 1 ASPEN 1 / _ ® / \- 011 - 8305 - -T.O. STRUCTURE @ 8324'- 6 5/8 / \\\' N 8304 -tl I TO BE o �• / TOTAL SNOW STORAGE AREA PROVIDED= 230 SF, WHICH EXCEEDS THE REQUIREMENT OF 227 SF. Q - / REMOVED I I / T O. STRUCTURE A,8326- - 6 1/16" - \ _ - - I _ 1 5.) TOTAL NUMBER OF TREES AND BUSHES BEING REMOVED IS 21: 8305' " 2/ \ (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) 4 BUSHES I 8305'- 1" r� - 1 14 ASPENS LLI EXISTING GAS DOWNSPOUT / W • / 3 PINES 00 \/ ' METER LOCATION j • \ LU Uj (1) PINE TO BEn \ REMOVED o \ I �I 6.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES. _ (� \ \ \ • �" ' 7 PENS TO BE REMOVED \ 8.) TRIM EXISTING TREES AT DRIVEWAY ENTRANCES AS REQUIRED TO COMPLY WITH TOWN OF VAIL CODE 14- 3 ( \ LOWER LEVEL FINISHED FLOOR @ 8294' - 8 1/2 T N / / V �� MAIN LEVEL FINISHED FLOOR @8305- -2" • I 1 TABLE 2 SIGHT DISTANCE TRIANGLE. VERIFY IN FIELD F8 ` 8300 URE @ 8324' - 8 7/s" UPPER LEVEL FINISHED FLOOR 0 8316' - 2 1/2" / • U 3o a Jv\ F- �. ' V ��� / 00� W. @ 8302'- 0" �� LU �p TRANSFER GU ER� O DOWNSP(5ur "X - o�7, _ _ - DOWNSPOUT FOR DECK N 8299 / • O k wNE OF B�sTING REVISED PATIO I LL MOVED O ` I \ 97'- 6 9/16" \ r� �*1 T.O. STRUCTURE @ 8332'- 0 1/2 I I EXISTING GRADE @ 8299' - 2 3/4' , ' Io 1 305'- LO 0 7/16" • FINISHED GRADE @ 8305'- 0" I Y I \ T.O. R CTURE @ 8325'- 5 7/8" - 0) / 1 •0*4 \i (2) ASPENS TO BE I I W - - REMOVED �� I �o cn • 1 DOWNSPOUTS 000 A8 (1) ASPE BE REMOVED- `�. • • �� F8 e _ REVISION REVISED PATIO I V MovEC/V � - I / RUCTURE BEING RE - (1) ASPEN FIRE PIT 8303' - 0 1/4" , • �I I 3.0' �� - - NG STRUC - - - TO BE\ / �; Revision I _ OUT OF EX - _ - _ � � \REMOVED • � \ No. Revision Date Description �' - i ��(�• \ � I �°�° / \ �' T� BE - 8303' 0 5/8" ) \ REVISED �R PIN OBE \ / - - - 30' STREAM SETBACK \ i REMOV D / LINE OF EXISTING DECK �- 8297' - 6 9/16" /I- -� 8304'- 11 5/16" " O� FROM BOOTH CREEK \ 1 1 GRADING PE R (2) ASPEN TO ;\• - _ �pOF� ,� BE REMOVED - - - F82� - _ _ G��J�GO �� DOWNSPOUT FOR / �O� /_ � � �V LEVERAISL LOWER 8 I / Q LLJ O z ��-- \ ` ,L 0 • NEW SEWER LINE CONNECTS TO \ D p EXISTING EAGLE RIVER WATER p ADDED / ��` _ - / 000 Q 'AND SANITATION DISTRICT T EXTERIOR \ \�/ - _PC\� I ' SEWER LINE 1' OFF OF MANHOLE BATHROOM 8303' -5" -o ' -{S V \ \ \ DOWNSPOU V A \ LIMITS OF DISTURBANCE / �5 ���PG „� • SEWER MANHOLE \ g J "' ® RIM ELEV. @ 8297.6', \ \ -'INV. ELEV. @ 8288.6' \ \ \ I DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER X. X' DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER x. x' x' DENOTES BUSH W/ APPROX. DRIPLINE DIAMETER o � \ o• A \\ 829 / RIVER ROCK COBBLE TYP. AT z • �� \ \ GUTTER DAYLIGHTS. PROVIDE HEAT J / \ _ / T.O.W. @ 8301' - 0" TRACE FROM END OF GUTTER \ \ \ \\ 00" ` DAYLIGHT ALL THE WAY THROUGH \ \ o' \T.O.W. @ 8305'- 11 B.O.W. @ 8298' 6" BURIED PIPE AND UP DOWNSPOUT / • \ \ \ AND THROUGHOUT GUTTER TYP. \ \ \ \\ N / • W \\ 8299 N� h \ BOULDERS AND WATER \ \ \\ \\ FEATURE ARE MINIMUM 2' SET 8 BACK FROM PROPERTY LINE \ \ \ I PROPOSED OUTLET OF PERIMETER DRAIN S AS SHOWN ON HPGEOTECH y DRAWINGS. PROVIDE HEAT TAPE TO 1 0.7' • PROTECT FROM FREEZING \ ' • / / \ \\ 1\ RIVER ROCK COBBLE TYP. AT GUTTER DAYLIGHTS. PROVIDE HEAT / I TRACE FROM END OF GUTTER • DAYLIGHT ALL THE WAY THROUGH I NEW LINE O TV CONNECTION BOX /• 1 1 BIDDPIPE AND UP THROUGHOUT TO GUTTER UT TYP. - GO���� 1 IoM EOG�O� f Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 3:15 pm, Nov 26, 2014 SITE PLAN 1 If = 10'-0" CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale As indicated SITEPLAN A2.0 Q co M CD r N co N O r _12'-6"--____-- 1I� �w I. Fleeger Residence 2950 Booth Creek Drive, Vail Village Filing 11, Block 3, Lot 2 Zone District: Two -Family Primary/Secondary Residential ( PS ) Lot is .3679 acres, equal to 16,024 SF Allowable GRFA .46 SF/1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF .13 SF per 1 SF of site area > 10,000 SF of site area 1,024 x 0.13 equals 133 SF Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,633 SF Allowable site coverage is 20% of lot 3,205 SF Square Footage Summary Habitable SF GRFA SF Lower Level 2,280 SF 866 SF *1 Main Level 2,267 SF 2,267 SF Upper Level 2,472 SF 2,472 SF Double Height Area 8294' - 7 3/4" 515 SF Total 7,019 SF 5,984 SF �2' - 6"� Provided SF Allowed SF Main Unit Garage 882 SF 900.0 SF Site Coverage 3,200 SF 3,205 SF GRFA 5,984 SF 6,633 SF *1 38% OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE RESTRICTIVE, THEREFORE 38% OF THE LOWER LEVEL SF IS COUNTED AS GRFA (LOWER LEVEL HABITABLE 2,280 SF -.38 = 866 SF) Site Coverage Allowable site coverage is 20% of lot which equals 3,205 SF. 3,200 SF is provided. R n CTDI Ir`TI IDC r_, 47'- 5 1/2" A B.O. STRUCTURE (5- 11'-27/8" 6'-5" 12'-27/8" 8'-91/2" � 19'-6" B C D E F TOTAL WALL AREA = 2,347 SF COVERED WALL AREA = 1,460 SF 1,460 SF / 2,347 SF =.62 X 100= 62% OF THE LOWER LEVEL EXTERIOR WALL IS COVERED. THEREFOR 38% OF THE LOWER LEVEL AREA COUNTS TOWARDS GRFA. 12'-6" 5'-21/2" 8'-1" 3'-23/8" 8303'- 9" LOWER LEVEL T.O. SLAB @, 8294' - 7 3/4" 20'-0" 26-63/4" 191-01, 8'- 11 1/4" 12'-6" 23'-51/2" �2' - 6"� 12'-61/2" 8'-8" 19' - 0" C CALC 1/8" = 1'-0" H L F& 12'-6" 5'-21/2" 8'-1" 5'-81/2" US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(aD,berglundarchitects.com www. berglundarchitects.com LU U Z LU D Cl) Uj LLI (9 LLI LLI J LL REVISION No. Revision Date REVISED AREA CALCS PER REVISIONS Z J LL W 0 a J J N JO a J >M �c pV �O LLI J LLI m Revision Description N I npbell at 3:15 pm, Nov 26, 2014 ;HANGE TO kPPROVED PLANS 3sue Date 10/27/2014 >rawn by AG ;hecked by HB scale 1/8" = 1'-0" AREA CALCS A2.1 TOWN OF VAIaL: LANDSCAPE AREA CALCS 1 If = 10'-0" 'Secondary Residential ( PS) SF 16,024 SF 9,614 SF 16,024 SF -5,552 SF 10,472 SF .5%) 2,042 SF 8,430 SF VG FOOT PRINT AND DRIVE CAPE AREA 0 'APE AREA LU S Design-Reiv-iew Staff Approval By Warren Campbell at 3:15 pm, Nov 26, 2014 US Mail Onlv: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(a)berglundarchitects.com www. berglundarchitects.com REVISION Revision No. Revision Date Description ADDED SHEET CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale As indicated LANDSCAPE AREA CALCS A2.2 Q M CD N M N O r (7 Z LU J V" W Z 0 LU 44 j Q J N cf) � O Uj aJ >M Y �O LU WJ 00 W U T LU = LU ~ °o J LL o N REVISION Revision No. Revision Date Description ADDED SHEET CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale As indicated LANDSCAPE AREA CALCS A2.2 Q M CD N M N O r am� M / \ I Cn 00 W / I � cu � _- 0=2522'52" R=230.00 / ! — _ — — — (1) BUSH TO BE REMOVED L-98.01' — — BRG=N80'16'45"E / — — G LEN=97.27' — — — — 1 ` — , — — — _ = , 87°30'q-q�„W T.O.W. @ 8303 0 \ _ _ _ _ A '— N 8302 \� _ ------------------------------------------------------------ i _ (1) PINE TOE 8304 GENERAL NOTES: J = = -BE REMOVED LINE OF EXISTING \ 1 / EXISTING ELEC.- � / � � t � _� _ _ _ _ _WALL METER LOCATION / I . - / �\ REMOVOED E r \ Z \ / 1) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES OR AS APPROVED .E 830 j� �� - - ' ' , A \ 0.8' �� 3`'� 10 i _ BY ARBORIST. x — \ 2) PRIOR TO DEMOLITION ALL EXISTING UTILITIES WILL BE TURNED OFF AND DISCONNECTED AS FOLLOWS: � 0 � - _ x � � � � , �, � � \ � _ � � ,E 830 � i� • I /,'— _ — E8301— — \ x / x �I 20' FRONT SETBACK _�83p0� r ' \ _ — • I CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THE DISCONNECT OF ALL UTILITIES WITH THE _ APPROPRIATE UTILITY COMPANIES / DEPARTMENTS. \ xx ELECTRICAL: TO BE DISCONNECTED AT EXISTING METER LOCATION AT THE NORTH SIDE OF LOT. DESIGN X,(2) BUSHES TO / S BE REMOVED � E83p0 \ � , � BUILD SUBCONTRACTOR WILL PROVIDE NEW LARGER AMPERAGE SERVICE TO REPLACE THE EXISTING I SERVICE. ` LIMITS OF DISTURBANCE — _ / / i — LINE OF EXISTING 1 i / WALL TO BE PHONE: TO BE DISCONNECTED AT PHONE PEDESTAL AT THE NORTH WEST CORNER OF LOT. NEW SERVICE / REMOVED _ _ - . \ _ _ _ _ _ _ _ _ - / / I TO BE RUN IN CONDUIT TO HOUSE. 1 I U PROPERTY.E DISCONNECTED AT TV BOX LOCATION BEYOND THE SOUTH WEST CORNER OF THE OVED CABLE TO B \ / EXISTING DRIVEWAY TO BE REMOVED _ 11 STRUCTURE BEI NG REM 1 I 0 I I O I I I o U WATER: TO BE TURNED OFF AT EXISTING WATER VALVE AS NOTED ON SURVEY. NEW 4" WATER SERVICE (1) BUSH TOBE REMOVED NOTEDCOONMECHANICANNECTS TO L/ PLUMBINGCURB DRAWIAT NGS. PROPERTY LINE. NEW WATER SERVICE TO BE PROVIDED AS m I / GAS: TO BE TURNED OFF AT EXISTING GAS VALVE. GAS LINE TO BE CUT JUST SOUTH OF THE VALVE (HOUSE p SIDE OF VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/PLUMBING DRAWINGS. \ -- (1) ASPEN I I Ir 1 I I / o' /' \ - - _ - -'C _ - - - - II II / \ TO BE Y o �• I / SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0. NEW SEWER LINE CONNECTS \ _ - \ _REMOVED r x � U _ I / \ F \ I I / - I m I I TO EXISTING EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE BEYOND THE SOUTH EAST CORNER OF THE PROPERTY. � 3) PROVIDE CONSTRUCTION FENCE AROUND PROPERTY AT LIMIT OF DISTURBANCE SHOWN ON DEMO PLAN. EXISTING GAS w W • I II METER LOCATION / 4) PROVIDE SILT FENCING AT DOWNHILL AREAS OF PROPERTY PRIOR TO SPRING SNOWMELT AND RUN OFF. 0.8 \ (1) PINE TO BE / II \ / II I o I \ ; REMOVED \ / < Cl) O r � I I 1 I 1 5) SITE TO BE REVEGITATED TO NATIVE CONDITION IF PROPOSED STRUCTURE IS NOT CONSTRUCTED. \ r (7) ASPENS TO BE REMOVED \ .7' ��. I • V II I 19,100, OUTLINE OF PROPOSED NEW BUILDING \ II ; I • \ \ I I v \ 1' `V 1 , , o ` I LINE OF EXISTING I V • I I 1 1 WALL TO BE Q I LU I _ I 1 - 1 (2) ASPENS TO BE I N •I I REMOVED (1) ASPEN TO BE REMOVED F8 P 11� �� II I I I I I II 29 9�---- ♦ I 1 STRUCTURE BEING REMOVEDI (1) ASPEN II I • \ \ I I I OF EXISTING S _ _ _ _ - - I TO BE • \ I I \ ` OUTLINE_ _ _ - I / REMOVED I A r�I LINE OF E>CISTING EC_ BE REMOVED _ _ , I I (REMOVED O BE \I I I 1 (2) ASPEN TO�82g8 \ BE REMOVED AREA THAT IS DISTURBED TO 9�_ ` -\ / / / Uj I BE REPLACED WITH NATIVE -------- �12 w GRASSES-�-�-- - FLOOD PLAIN USE PERMIT \ 0.4' I / — — — — / REQUIRED BEFORE EXCAVATING A\ V = TO INSTALL NEW SEWER SERVICE \I \ /g / -o • S LINE WITHIN THE FLOOD PLAIN LL SEWER MANHOLE C3 �, RIM ELEV. @ 8297.6' \ \ \ / /(\O >- INV. ELEV. @ 8288.6' \ \ \ \ / /60P o J l \ \\ w . E g29I \ z • I / .7 V- \A DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER / ' • I \ I DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER ` \ DENOTES BUSH W/ APPROX. DRIPLINE DIAMETER1 1 ' AREA THAT IS DISTURBED TO /•/ ` �I ' 1 BE REPLACED WITH NATIVE I 1 1 ' GRASSES GOA O�F�OM \ I \ T V ' E a29 � � • � / • / • / / ✓ OF GO �pG1_1 20j • / / / Design Review • Staff Approval � TOWN OF VAJ 1 A arren Campbell at 3:15 pm, Nov 26, 2014 DEMO PLAN 1 " = 10'-0" US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(a-)berglundarch itects.com www. berglundarchitects.com LEGEND DRAIN wv WATER VALVE LU WATER CURBSTOP EM ELECTRIC METER ELECTRIC JUNCTION BOX © TELEPHONE PEDESTAL TN CABLE TV PEDESTAL GM GAS METER W SANITARY SEWED MANHOLE LIGHT/LIGHT POLE SPRINKLER VALVE T.O.W. @ 8303 0 \ _ _ _ _ A '— N 8302 \� _ ------------------------------------------------------------ i _ (1) PINE TOE 8304 GENERAL NOTES: J = = -BE REMOVED LINE OF EXISTING \ 1 / EXISTING ELEC.- � / � � t � _� _ _ _ _ _WALL METER LOCATION / I . - / �\ REMOVOED E r \ Z \ / 1) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES OR AS APPROVED .E 830 j� �� - - ' ' , A \ 0.8' �� 3`'� 10 i _ BY ARBORIST. x — \ 2) PRIOR TO DEMOLITION ALL EXISTING UTILITIES WILL BE TURNED OFF AND DISCONNECTED AS FOLLOWS: � 0 � - _ x � � � � , �, � � \ � _ � � ,E 830 � i� • I /,'— _ — E8301— — \ x / x �I 20' FRONT SETBACK _�83p0� r ' \ _ — • I CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THE DISCONNECT OF ALL UTILITIES WITH THE _ APPROPRIATE UTILITY COMPANIES / DEPARTMENTS. \ xx ELECTRICAL: TO BE DISCONNECTED AT EXISTING METER LOCATION AT THE NORTH SIDE OF LOT. DESIGN X,(2) BUSHES TO / S BE REMOVED � E83p0 \ � , � BUILD SUBCONTRACTOR WILL PROVIDE NEW LARGER AMPERAGE SERVICE TO REPLACE THE EXISTING I SERVICE. ` LIMITS OF DISTURBANCE — _ / / i — LINE OF EXISTING 1 i / WALL TO BE PHONE: TO BE DISCONNECTED AT PHONE PEDESTAL AT THE NORTH WEST CORNER OF LOT. NEW SERVICE / REMOVED _ _ - . \ _ _ _ _ _ _ _ _ - / / I TO BE RUN IN CONDUIT TO HOUSE. 1 I U PROPERTY.E DISCONNECTED AT TV BOX LOCATION BEYOND THE SOUTH WEST CORNER OF THE OVED CABLE TO B \ / EXISTING DRIVEWAY TO BE REMOVED _ 11 STRUCTURE BEI NG REM 1 I 0 I I O I I I o U WATER: TO BE TURNED OFF AT EXISTING WATER VALVE AS NOTED ON SURVEY. NEW 4" WATER SERVICE (1) BUSH TOBE REMOVED NOTEDCOONMECHANICANNECTS TO L/ PLUMBINGCURB DRAWIAT NGS. PROPERTY LINE. NEW WATER SERVICE TO BE PROVIDED AS m I / GAS: TO BE TURNED OFF AT EXISTING GAS VALVE. GAS LINE TO BE CUT JUST SOUTH OF THE VALVE (HOUSE p SIDE OF VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/PLUMBING DRAWINGS. \ -- (1) ASPEN I I Ir 1 I I / o' /' \ - - _ - -'C _ - - - - II II / \ TO BE Y o �• I / SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0. NEW SEWER LINE CONNECTS \ _ - \ _REMOVED r x � U _ I / \ F \ I I / - I m I I TO EXISTING EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE BEYOND THE SOUTH EAST CORNER OF THE PROPERTY. � 3) PROVIDE CONSTRUCTION FENCE AROUND PROPERTY AT LIMIT OF DISTURBANCE SHOWN ON DEMO PLAN. EXISTING GAS w W • I II METER LOCATION / 4) PROVIDE SILT FENCING AT DOWNHILL AREAS OF PROPERTY PRIOR TO SPRING SNOWMELT AND RUN OFF. 0.8 \ (1) PINE TO BE / II \ / II I o I \ ; REMOVED \ / < Cl) O r � I I 1 I 1 5) SITE TO BE REVEGITATED TO NATIVE CONDITION IF PROPOSED STRUCTURE IS NOT CONSTRUCTED. \ r (7) ASPENS TO BE REMOVED \ .7' ��. I • V II I 19,100, OUTLINE OF PROPOSED NEW BUILDING \ II ; I • \ \ I I v \ 1' `V 1 , , o ` I LINE OF EXISTING I V • I I 1 1 WALL TO BE Q I LU I _ I 1 - 1 (2) ASPENS TO BE I N •I I REMOVED (1) ASPEN TO BE REMOVED F8 P 11� �� II I I I I I II 29 9�---- ♦ I 1 STRUCTURE BEING REMOVEDI (1) ASPEN II I • \ \ I I I OF EXISTING S _ _ _ _ - - I TO BE • \ I I \ ` OUTLINE_ _ _ - I / REMOVED I A r�I LINE OF E>CISTING EC_ BE REMOVED _ _ , I I (REMOVED O BE \I I I 1 (2) ASPEN TO�82g8 \ BE REMOVED AREA THAT IS DISTURBED TO 9�_ ` -\ / / / Uj I BE REPLACED WITH NATIVE -------- �12 w GRASSES-�-�-- - FLOOD PLAIN USE PERMIT \ 0.4' I / — — — — / REQUIRED BEFORE EXCAVATING A\ V = TO INSTALL NEW SEWER SERVICE \I \ /g / -o • S LINE WITHIN THE FLOOD PLAIN LL SEWER MANHOLE C3 �, RIM ELEV. @ 8297.6' \ \ \ / /(\O >- INV. ELEV. @ 8288.6' \ \ \ \ / /60P o J l \ \\ w . E g29I \ z • I / .7 V- \A DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER / ' • I \ I DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER ` \ DENOTES BUSH W/ APPROX. DRIPLINE DIAMETER1 1 ' AREA THAT IS DISTURBED TO /•/ ` �I ' 1 BE REPLACED WITH NATIVE I 1 1 ' GRASSES GOA O�F�OM \ I \ T V ' E a29 � � • � / • / • / / ✓ OF GO �pG1_1 20j • / / / Design Review • Staff Approval � TOWN OF VAJ 1 A arren Campbell at 3:15 pm, Nov 26, 2014 DEMO PLAN 1 " = 10'-0" US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(a-)berglundarch itects.com www. berglundarchitects.com REVISION Revision No. Revision Date Description REVISED BLDG FOOTPRINT CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale As indicated DEMO PLAN A2.3 Q 0 N LO M CD r N co N O r Z LU J V" W Z � W � Q N � JO LU aJ >M Y �O � LU wj 0° w U T LU = LU ~ °o J LL o N REVISION Revision No. Revision Date Description REVISED BLDG FOOTPRINT CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale As indicated DEMO PLAN A2.3 Q 0 N LO M CD r N co N O r � 1 � � 1 I � I I II I I I 1 I I I I 1 I I � I ' I I II 1 J' I I I I r I I I f l N I 1 )CATION � I @ 8290'- 6" SLAB i I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I // STONE SPA AND PATIO ABOVE FOR REFERENCE 1 I ' I � I 1 I I r-- - - -- - - - - -- - _ 1 I I 1 UNDER SLAB DRAINAGE PLAN 1 /411 = 11-011 1 esign eview Staff Approval F By Warren Campbell at 3:15 pm, Nov 26, 2014 US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(aD,berglundarchitects.com www. berglundarchitects.com REVISION Revision No. Revision Date Description CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 1/4" = 1'-0" UNDERSLAB DRAINAGE PLAN A3.0 Q M N M 0 N M N 6 (7 Z LU J tj " W Z 0 LU 44 j Q J N � � O Uj aJ >M Y �O LU WJ 00 W U T LU = LU ~ °o J LL o N REVISION Revision No. Revision Date Description CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 1/4" = 1'-0" UNDERSLAB DRAINAGE PLAN A3.0 Q M N M 0 N M N 6 \ // I I — \ I \ � �- v / O � A4.2 — ---,-- \ v \ 7 0 1 2 ✓'' �A 7 8 9 O�10 �v vv vv 4 \ 5 /2 _ / `. ` A5.3 A5.2 • \ A5.3 A5.3 A5.4 A5.3 \ \ \ \ \ \ \ \ \ \ \ A5.4 / / �, \ \ 28'-0"• — — / / `8'-0" 6" 12'-6" 16'-0" \ 3'-0" 14'-9" / 11 \ \ --- / I / - / r/r �> REVISED / FLOORPLAN4 00 I \ / / `n T- 9 7/8" 9'- 8 1/4" 4'- 10 7/8" T'10'- 4" ------- 75 I, 3 GRADE BEA ABOVE I I I 1 1 \\ I oD Miz: \ \ MECHANICAL co A6. 6 1/2, \ A5.2 / / / r 020 \-% I I / / \ \ ° a `r PROVIDE FLOOR DRAINS v/ PER MECH. PLANS a _ I _ 7'- 7 5/8" 7 5 51/2 " 8'-4" r`'i BUI IN 20'-61/2" BUILT IN 5„ \ / ° N CARPE _ I I ELEVATOR EQUIPMENT 2' 2" 2 A4. 1 1 Cl) o o I / I / / 'I_ / A5.1 d / 111/2" _ E /10 10 01El 7 / W ICE016 N 4" 6-1"1 \r — 2'- 10" R.O. 2' - 7 5/8" 20'- 6 3/8" 5' ad / 01 I - vvv4'-91/8111 111/2"Al , / '�� 41/2" a� / , v / A6.3 a ���" WOOD CARPET , N o / /\ I A5.1 / 8294'- 8 1/2" / 9 SUP ` \ \ \ I 7"Y 36' - 0" 7" 6' - 5 1 /2" 10' - 8 1 /8" \ \ 4' - 5 11 /16" 17'- 3 11/16" \ \ \ \ a-77 — a aa.. _ '— — —N — — — — — ` — °17'-41/16" —77 — ZD /�. , _ R!JBBE EPDXY FINISH // N rn ' W D o r, _ v- CARPE ILE 007 v \ \ \ v 3 CLOSET 006 o / 9' - 01/16" A5.1 d , 08 0 0 70, 008 N 7 3/16" -,\LAUNDRY CHUTE — `' 005 ACCESS THROUGH — — �- / Q , .. V31/2 ' CABINET / Ylfl NICAL / 5" 8'- 0" 13 1/2" °' 5'- 3 1/8" 0 8 1/2" 4'- 9 1/4" 5 1/2" 5' 2 3/16" 5 1/2"-6'- 6" 5 1/2" 3'- 0" 6'- 7/8'°� m / //// � `� '2' - 3 1 /2" R.O: � , 013 Cl) / 01 co iv 5 1/2" \I / Cl) 31/2" 007 ------- BUNK BEDS 41/2" / - � / a..' ELEVATOR CLOS M BATH'#5 EBUNK BEDS CARPET -TILE 009 005 ch �� 015 A5.4 a / 51 /2" 17'- 0 7/8" 1 00 015 5 1 /2" CO 5 1 /2" 5' - 1 " 3 1 /2" 3'- 1 1/4" BEDROOM #4 o o _ �� N o / I LADDERS TO BEDS 006 ABOVE ,O / GARAGE ABOVE SLAB ON GRADE \ \ a 003 Ef RO #5 / r a U \ \ \ N C PET TILE ATH O M 00 N_ O W / PROVIDE FLOOR DRAINS , \ O \`\ ------------ iv tj m� PER MECH. PLANS \ \ LINE OF QUEEN iv 004 , "' / / a a '.l a- / BED ABOVE 2 SIM 0 4 2' 2" 2 ZQ8, 4„ 1/2" 1 1 / 6' - 0 3/4" R.O. iv 8 75 1 /2" 6' - co /4" 5 1/2" M ' - 3 3/4" z 2' - D" /— / \ DESK CO ao m 004 004 j o0s oos 021 ( g L ------ M0 51 4 g bo a_. ail 001 001 N ` = a 2 / 7 1 — — — 8297 _ 7" 8297' _ 7,� � � 4 C14 4, / 00 ` 8 -2 6'- 0 3/4" R.O. 17'- 4 3/8" , 6'- 0 3/4" R.O. / 1\ 0' 6'- 0 3/4" R.O. 1' - 9 3/4" - 6 1 /2" - 2 1/2" / d =Q _ R / STONE SPA AND PATIO ABOVE FOR REFERENCE — ZZI 021 ADDED EXTERIOR REVISED PATIO _ _ _ _ - - _ _ _I: ' \ , — -/ � BATH AND J /' WINDOWS, AND--_-- , BOILER FLUE LOCATIONS CLOSET BELOW FLOORPLANS _ _ - - - r I r — _ -- - - - - — - - - - — - - - - - - - - - - A4.2 O — — LOWER LEVEL PLAN 0' 2' 4' 8' 1/4" - 1'-0" O, - / kxl O , ' - I 0 C) 0 I I I I I I Staff Approval TOWN OF IL By Warren Campbell at 3:15 pm, Nov 26, 2014 US Mail Onlv: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(a-)berglundarch itects.com www. berglundarchitects.com LU U Z W D U) LU LU (DLU LU J LL 0 Z J LL W 0 Q J N J � J Q n � M �0 W J gnU REVISION Revision No. Revision Date Description CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 1/4" = 1'-0" gATA :II FLOOR PiY ALP. Q 0 M U) M r 0 N M N O r %/ N 8300 ♦ "11% E 8299 \ 3 4 5 ,� 2 / - \ 2 \ A5.2 A5.3 A5.3 A5.4 A5.3 \ \ A5.2 A5.2 A5.2 / A5.4 / --- \ N 8301 7o A5.3 6 \ 7 8 9 10 FLOOR PLAN GENERAL NOTES��� N 8302 1. DOWNSPOUTS -RUN IN SOLID PIPE BELOW GRADE -/ / - TO DAYLIGHT. PROVIDE HEAT TAPE TYPICAL. SEE 8'-0" - � ^ � 28'-0" � "8'-0" 2'-6" / 11 12'-6" \ \ \ 16'-0"\ 3'-IN.0" 5'-3" \ 14'-9" \ 8302'- 7"58301' - 6' -SITE PLAN FOR DOWN SPOUT ROUTING. DO NOTBERGLUND / / ,r / • / I ,� i ��� I \ \ I� I \ I CONNECT TO PERIMETER DRAIN � ARCHITECTS, 8303 18302'- 7"/ / /r I / 8" US Mail Onlv: P. O. Box 2378 4 / \ 6 1/16" \ \ Physical / Fedex: 210 Edwards A6.6 N 8304 \ \ \ Village Blvd, Bldg A Suite A103 T.O.W. A 8306- 0" Edwards, Colorado 81632-2378 / / / / / ! // , • 7 \ \ \ ` \ / / , I III \ (970) 926 4301, Fax: 926 4364 / < / o, / - / B. .W. 3021-0' hans(a�berglundarchitects.com � • i / / I I 2 3/4„ \\ ` www. berglundarchitects.com 4' CONC. PAN - // / / / \ �� I / / 8304'-113/4., �♦ / / // // ���' i / �I I v / °o I I I T.Q. STONE @ 8304' - 11 7/8"- \ \ i , / / / I - I - - - -%---- -� � I ' � _ - REDUCED SIZE S / / / `( / 2 Q \ TRANSITION FROM !Q / I --'-- Q / ', � \ \ S.O.G. TO FLAGSTONE \ � � OF SNOW • � �, \ /� / / // A6.6 1 / _' /�� . �PAVERs/ \ \ MELTED ♦ Z / / SIM. I I _ O / Y / I Q // Q I �� �� - EXTERIOR PATIO • , I / i / / ---- / \ LU 8302'-0" / / N 8302 . / IL E8298 \ / (2) MONO POINTS I \ \ \ Uj --- % 8302'-0" / I C I 80' / / / j coCn SIM °? IN CEILING \ \ / I \ /�� / / 3 ABOVE \ O.o�, `h I A6.2 3 SIM \ /8305'- 0 3/4" \ \ 7 . / I / / / / ICO 81 3' - 4 1/8" 8'- 3 3/8" R.O. 5 1/2" A8.2 / / O \ a 41 8305' 0 7/8" 1z1 - -� o I \\ \ \\ I LU / III �G 100 -T.O. STONE @ 8305' - 0 7/8" �\ \ I J z / / 15 v / / / �� // .✓ / A8.1 SLIDING DOORCO �` 8305'- 0 3/4" t 7� �_3 5/8" /1 SIM \ \ N 8303 / 13 R 3 i / % FIREROCK FIRE L E SYSTEM 48" \ \ HEATED CONC. DRIVEWAY / / 2, 4, AA6.2 `� WITH GAS LOGS T ND ADDITIONAL 00) 113 BOULDER HEARTH FIREBOX SIDE & S AIGHT BACK TO i 2 :Z 7 15/16" � Mo 1zo � _ - GIVE DIMESIONS S N / / A6.3 �� 106 119 / 118 A CO 9 9/16" zo � � 1s � C0 ` 3 I DOWN SPOUT FROM DECK ABOVE V_ 11/2" 2'- 2.. R.O. T- 9 15/16" 3 A6.3 00010- 0 I A6.3 I I - - - '11 % SLOPE \ �� 112B I / `' 8305' - 2" iv 8305' - 0 7/16" / 'n -5 /2' 11 3/8" 8303' - 2" \ \ v --- I 1' - 3 7/16" Q I/ i / co - _ ICE - v - - - -� _ C14C7 Q CO Oo // zo do- M r�_o O r 11 7/$" / 8303' - 0 5/16 o ` `� B /�/ / m `jam o I E COOLE V DOOR TO BE TOUCH / / / / 5 N A 112) LATCH CONCEALED 4 / / I A6.6 f� mC..; -v - 5 1/2" C" � DOOR S / CONCEALED FLO GUP _ / N 8299 �O MECH.CHASE _ --= � j �� / / // // -i�61/2" 31/2' 2'-0" � // • / I I / 2 MONO POINTS . r " 5 1/2" / I 2 A4.1 i / / O 102 / I IRE PIT 4.1 1 / MOUNTED TO STEEL CQ 3 1/2" 9 7/16" / COLUMN ABOVE I 1/2 / - / N 8300 2) MONO POINTS / WOOD PANELING / I ( _ I I BOULDER HEARTH / / cy)/ N 8304 / / I IN CEILING co/ ABOVE 8 EN C14 j A8.2 o ' �" N 8301 / 1 /o SLQRE '* 0 11 112 LIVING ROOM B l �O1 J 8305' -0 3/4'_ FINISHED FLOOR 8305' - 2' v N 8302 �, 1 111 1 _ " I / / A5.1 /I 6.1 I / Tra � �_.8303 -2 o 2 SURFACE MOUNTED O " / SCONCES MOUNTED IN 0 / / N Z / BEAM ABOVE / / Q 103 N 8305' 0 3/4" PLANTER / I Q-\ BENCH Cv . i C - - - - - - -- - - - - - - B - /2" - - / I r m w / o � �, 6 8305' - 0" REVISED / ` �� '6' DN LINE OF WALKWAY ABOVE o / �,�� PLANTER ' / -� O HEATED FLAGSTONE SET O // '5' - 3 5/8"� �� c� ��� GARAGE DOOR OVER CONC. SLAB z / /,�� \� WIDTH DRIVEWAY 20 // / �lilt _ /// -104'- 10 7/8" / 2 N � CO 1 ,_ ,,�� � , DINING I` LU Cl) / = / (1) MONO POINT _ - N CEILING O /r I 12 II ���� /) P� 8303'-4 DOWN SPOUT.. �_------------- LABOVE 10' ,� STAIR ����� 109 / PLANTER 1%SLOPE �� - t v * 110 �A ��' O� N FROM ROOF \ II 1' - 20' - 0" R.O. 2' - 9 9' - 0" R.O. 2' - 8 7/8" ABOVE co }l / CAC) 3SIM- Le LeFINSHED GRADE 8305'- 1" o II 116 / /5 @DOWN SPOUT FROM DECK ABOVE 3 3 �' �� III DOWN SPOUT FROM. 51/2" 6'-41/16"T.O. STONE @ 8305'- 1" O STONE@ 8305' -1" - - - - �P II `�5 1/2" - ROOF ABOVE A6'2 1053/4" 8305' - 0 5/8" _ _ h O O 107 5 6 3/8" 1 3' 8 3 3/8" / ��� _ v i � LINE OF WALKWAY ABOVE 60 101 - Q 3' 2 3/4" R.O. 7�2 0� �� -M r' � - ---- -- - - - - -- - --- -- -- ----- - - - - 1 B.O.W. 8398' 6,. - -� - Q u C I/ ------- ---- --- --- - - 1s - o iv SLIDING DOORS / A6.6 z p / T.O. STONE @ 8305' - 1" IQ F \ 12X8 FRAMING/ M 3 1/2' T - 9 1/4" 3 1/2" 5' - 1 3/8" - _ V - 14 1 CN 2X8 FRAMING - - - - - - - INFLOQRUPLIGHTINGCN -� / o / los M O - - / p 3 O O 14 C�� / I / / o - - A5.1 \ \ 6 / \ / ` N 10 8305' - 2" 6 2 = o INFLOOR UP LIGHTIN - - - - - - / ` / I FORSPACOVER / A6.1 \ � N iv - -- ®. - r iv I 8303' - 5„ \ r ` �/ / I /, / M o WOOD PANELING M / 1 /° SLOPE SLOPE I Q \ /\ / o MLo 4 1/2" I o III I ° V , _ _ _ I _ _ 8303' -5" �/ 10 51/2 WINE LICE _ v / LOCKERS HAVE CUBBIES 2'- 6 3/4" 4'- 0" 2' - 6 3/4 2' - 10 R.O. 2 4 1 9 1/4 2 4 1/8 J L _ ABOVE ,HANGING, BENCH, AND LAUNDRY CHUTE / 8304' - 10 7/8" I / I �I \ / BOOT CUBBY BELOW 5 1/2" O L CK 1 / i I cv i i ACCESS THROUGH / / / I ® 3 1/2' ELEVATOR CABINET / C/) (2) MONO POINTS - I� I 1 00 / I� R / , o / I BOVEING / / \ I // \ N ° N 105 iv 31/2" 10' 1 3/4" 31/2" tV , , / lie coC) A5.4 / oo ;, - - - - - - 3' - 11 1 /8" LOCKER 2 0 104 � Q5 / a , z l2 `r / I _• 5 G GE/ I , \ 1 REF. - - - _ - - / -4FAMILY OMzo CO / A6.1 T.O. DRAIN 8305' - 0 1 /2" / O _ rN F - - - ® ® - - T - - `_ / / / CJi1 _ - 8304' - 11 7/8" i0 \ 101 T.O. DRAIN @ 8305' - 0 \ /2' -11 / A6.2 N MU OM N _ °o 108 , / �r / 5/16" / 12" I 1/4" / 12" / M I I N ° I I 3 SI STONE SPA / 1/4" / 12" 1/4" / 12" 5/16" / 12" I LOCKER 3 = 102 ° `n N DW O V L---� L- -L__J LJ A6.2 - I I Q in ` w iv 2 / <� 8303' 5�� / I r I / T.O. DRAIN @ 8305' - 0 i/2" /� `� m O 04 o KI CH N TRASH RECY LING v / - w I / 8304' - 10 7/8" ` CUBBIES C"I L MEILE COFFEES STEM , O ' / LOCKER 4 0 1 3 107 0 L r 106 / / / a 8' - 9 1 /2" I / I INFLOOR UP LIGHTING / Y �` • �;, N ABOVE COU TER BUILT IN MICROWAVE APPLIAt110E , / W / TR CGA GFf AB NES / / 18" DEEP BUILT-IN BELOW / I / BROOM AND _� / C � I -2'- 5 1/8" VACUUM '~ 107 a o - w / LOCKER 5 _ N STORAGE N 3 1/2"- 3 1/2" , CO / Z N / z BELOW WATER BENCH 7 5/8", 6'- 0 3/4" R.O. 5'- 6 5/8" 5 1/2" 6'- 0 3/4" 5 1/2" 8'- 4 5/16" 3' - 3 11/16" T - 4 1/16" 5 1/2" (( 3' - 2 3/16" 5 1/2" Q I--li L /- - - - - - - -1 w I / I WALL HEIGHT 6'8" A.F.F. rn / M T.O.W. @ 8306'- 8' / / 1 /2 i N ih - 3 " M "' 0 5 9 ° I , � "' BUILT-IN Q 114 Q iv TOWEL ` 14 7_=/ - - - - v bo 110 o O \ / \ / CONTROL j a iv r,-c� N STORAGE VALVE AND rn ih / r Lo 'n / ° / M 830 ' 0 7/8" 3 --- iv \ HANDHELD Lo - / / 4A6 . LOCATION o \ "' 113 113 / `n /�`� / N 1%SLOPE Ln 5 1/2" i; 10' - 0 11/16" 2'- 0 3/4" 15'- 0 1/2" V I / 2'- 0 3/4'1'- 10 5/16" -4' - 0" 5 1/2" / / �� -=- ! O ih R.O. R.O. N \ / ` / I 1 SPA COVER VAULT / , / - - - - -/ - �� - // - - 5'- 6 � � / � � , � IN CEILING ABOVE GAS METER LOCATION / 111 112 / / / `� / 0 T.O.W. @ 8301' 0.. N 8303 A6.1 I IFROM ROOF / / /� /�8304'- 4 \ \ ` O s O �JDOWN SPOUT / / ,� ` / 114 o I / I T.O.W. @ 8303' -0_" / CATV DOWNSPOUT FROM / / _ •. ` / 10 3/4" / PHONE ROOF ABOVE AC CONDENSING UNITS ABOVE - RE: MECH. / _ _ _ _ / /z CT CAB LOCATION _ MDP LOCATION U �/ I / / - -- _ _ _ - - - _ m O 6 b 2'- 6 3/16" T.O. WALL @ 8305- V1 305' / / // I - �. , _--- - - - - ELECTRIC METER T.O.W. N ® -3 02-4- / LOCATION a _ 'N 8302- _- T � T 7� / ,/ / I ___---- \``� / �� R L L CA 10 N 299 / 6'-103/16" CHANGE TO -N 8301 - - - - - \ \ ` - - - - `� - - - `�- - 1 - - - - - `� �- / _ AC CONDENSING UNITS - - - - - - - - - I \\\� I I I / ///II I�\\\\� APPROVED PLANS - - - - - - I - - - - - - - - - - -\- _ - - - - - - - -1- / - - - - - - - - - ` RE: MECH - - - " 8298 - - - - - - 1 Issue Date - - I � � \ - - - � - ; - � `�� Drawn b 10/27/2014 - y AG N8300 - - - �- i // /' � 1 ADDED EXT. / A4.2 1 Checked by HB -- - - / _as# _ _ _ _ _ _ / - / 1 _ _ - _ - - _ _ - BATH ����\\\\ Scale 1/4" = 1'-01 1 - N 8299 ` / _ _ - - - � i � � � � � � � � � � � � / / / / / 1 � N 8298 _ _ - _ _ III I O - - - - , ` \ - / / AIN �IEL F O L , MAIN LEVEL - I / 4 1 0 --------___ �'•� , I ,� FLOOR oft,o, 2, 4, $1 16,/ ^ � , , / eview / a - staff Approval I PLAN _M - /By Warren Campbell a \ \ A3.2 N TO WN O F FAIL � 7777 �� 77777�Win, 1717 n7 _777 0 0 L L � JO r Uj Y �O W WJ 00 W10 U T LU = LU ~ °o J LL o N REVISION Revision No. Revision Date Description / 34 '/ 5 / � 2 85.2 / A5.2 / / A5.2 / A5.4 / --- '000, y / i 000, 001 100, loe 0001, CO— bo A6.4 J / ` / M CRICKET r3' / 12„ \ N -------------- / rn � A5.1 "' \ - / 8 1z / o NO INSULATION d / 3 T11'. 25PANEL ON THIS 5 1/2" co- W.P. STONE DECK 0„ A8 2 - 202 / WALL ABOVE ENTRY ROOF 5 1/2" 5'- 6 7/16" - 3 3/8"I T.O. DECKING @ 8315'- 8 5/8"12 \\� / `�_ -23/16"R.0. E ' 0 A8.2 A6.5 33TMN 6 A4.261 cc \ 0\ 5 r \ 6 \ 7 8 9 25 10- 4 2 2 3 \ 3 A5.3 A5.2 \ A5.3 A5.3 \A5.4 A5.3 ' 12'-6'" �� _y \ \ 16'-0" \ 3'-0" 5' 3" 14'-9" "Rohl 01 BERGLUND ARCHITECTS, LLC. US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 \ \ \ \ \ \ Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(a�berglundarchitects.com www. berglundarchitects.com I � W.P. STONE DECK I \ \ IZ - LU j / I \ LL T.O. DECKING @ 8315' - 6 1/8" - -�U Uj • A6.5 0.. \ I I Z V 5 1/2" 8'- 8 13/16' 2'- 10 3/16" 5 1/2" 2 SIM. a zs0 R.O. A8.2 REUSE EXISTING TUB �� �� \ V V A I I �' J J N 77-777777 777777�� 1 11 CN LO LO FIREROCK FIREPLACE SYSTEM 48" c� 56 WITH GAS LOG SET AND ADDITIONAL o OFFICE o 1 N FIREBOX SIDE & STRAIGHT B T \ ® \ DOWNSPOUT 3' - 1 1/'_' ' ®®0 01 IONS SHOWN LOCATION FOR DECK I v \ LO — GIVE DIMES I M 216 3 L— — J 54,' l,. GUTTER ) \ o o °' \x\51/8„ Q y � / co ' J co LO 0 rn 2 L 7'- 7 15116, / ,'A� \ I 5 1/2" - 1 \ � 232 " 50 I 2 A4.1 7'- 11 1/8" 4'- 7 3/8" 16- 5 3/8" / I SNOW FENCE R M TYP. / N I) _ OPEN TO ENTRY N BELOW o - - 231 ' 7 C? 10 RI U/ I / A .4 6 CD (h N, V LON / ' i <, _ • I /��J r • LO I � r DIN / 8316'- 2 1/2" I BELOWOPE N TO °° ! �� V ,/ ��% , • 2zs V DOWNSPOUT / \ -51/2" --- / 33/8" LOCATION FOR DECK 11 5/8' 4' - 7 3/8" 15' - 6" 8' - 6" 1 3' - 8 3/16" R.O. 6' - 4 3/4" 3' - 8 3/16' R.O. 5 1/2 GUTTER / i_t7j r7rLO 10' 81/16„ a o o INF OOR UPLIGHT3 1/2" 4' - 7 7/16"0r N = M O I — 204 O DOOR TUBE TOUCH LATCH = CARPET WOOD CONCEALED DOOR W/ / - WOO CARPET ` zzz \ / / N co /, 221 F / I CONCEALED HINGES N 0 _ 9' - 0 1/2" PANELING WIDTH _ 2 3 LINEEEEEEUUUEN CLOSET/ 12 N LAUNDRY CHUTE DOOR TO BE m / \ 5" 3 / I T- 0 3/4" R.O.M 5 3/4" 5 1/2" 1' - 0 11/16" 5 1/2" A8 2 0 5 1/2" CO TOUCH LATCH CONCEALED 2 , in ` 3' - 7 9/16" TOWN AND COU TRY 5 1/2" 3 1/2" 1/2' o 2117 WOOD PANELING N WOOD PANELING DOOR W/ CONCEALED HINGES ,n / iv , TC42 SERIES C AS 5 /2" 12 - 8 9/16' 1' - 11 1/8" 2' - 6" R.O. 2' - 2" 03' - 0" R.O. 6" , 10' - 2 7/16" o3' - 0" R.O. 12' - 0 5/8" �, 4' - 9 1/4" 1' - 6" R. 16' - 3 1/4" / 6 14 7/8' \ LOG SET FIREPLACE Cl) � 214 2 7 � / , � W r > �n 4' - 11 " 3 1 /2" -2' - 9"0 210 ' v wa 207 "' 36 GUEST MASTER F13 3/16' / _ 7DOUBLE HANGING SINGLE ' U N / Q n HANGI G _ = W C. BOOK 6 O /I N M i " `� E EVATOR / SLOPE w ABOVE BEDROOM 218 / REF. 11 \ I M m 1203 MATERzo _ / LOSET #3 1/2" -_ ---- COUNTER N 213 WEST MASTE N o \ HIGH SHELVES 7' 51/2" _3'- BED OOM M o / 205 °� 2" 4' - 1/8" 5 1/2" 5 2' - 4" 3 1/1' - 9 1/2" , A5.4 ( CLOSET \ `� N o o O 211 211 209 EO DRAWERS & SHELVES R.O. 201 1 zo zo d C 3 1/2" \ 3 / TOWN AND COUNTRY N 5' - 7 5/16" 1/2" 2' - 8" 4 112" / / v 214 218 0 0 41/2" TC30 SERIES CGAS / iv i C PET TIL N LOG SET FIREPLACE N R.o. EDROOM #2 ° MASTER CLO ET ' i� iv MAKEUP COUNTER 15 1/2" 3 1/2" PRICE WITHOUT U) 8'-3" 4'_ 0"..% FIREPLACE AS 2 7 1O 204 0 15' - 10 1/8" TIL CAR T / DEDUCTIVE OPTIO SL PE .n� o O +48" v .` / \ I N BEDROOM #3 N N osA A M TILE ARPE 0 206 L S TI #2 DRAWERS r 4A 208 / N 206 DRAWERS & SHELVES / REF. 210 in �' 9 8" 9 5/8' o 2 2 / / I �_' SHELVING ABOVE _ ih . 4' - 10 5/16" 3' - 0" R.O. = 4' - 10 5/16" 3 1 /2" 12' - 3" `' 5 1 /2" - 8" M 1 /2" 5' - 4 15/16" •3 1 /2" = 6' - 0 3/4" R.O. 4` - 10 7/8" 2' - 6 3/4" 3 1 /2" r 11 1 /4" 5 1 /2" 9' - 10" 5 1 /2" 4' - 10 11 /16" ' - 0 3/4" R.O. 4' - 1 1 /16" 5 1/2" N - 3/4" R.O 6' - 8" 3'- 0 3/4" R.O. - N \o CV co /( % H L /— —---- J 4 rn N o w ENCFN o 0 0 R.O. HIGH SHELVES @ T o N ' 1 iv p \ DO BLE HANGING HANGI G r / 5B S — — — i� BENCH � � — 1 N LOPE N - -- _ _ — — 5A so \ C o O N N 1/8' 71/8" T TILS i�� SLOPE N ® o a10 1/2" 5' - 7 9/16'3 1/2" _ 0 3/4" 1' - 9 1 8"' 8' 11 3/4" R.O. O 1' - 6 1/8' 5 1/2' 5' - 11 3/4 12�g 214 z14 / / N III 40 40 / 42 / ` 216 216 / / r 2' /16' 51/2 BENCH iv �\14N O N / i �t It/ /-------------- N GUEST MASTER 2,2 213 213 213 / `�/( \ N /' 15 40 41 40 / \ BATHRO L A BTHRO M 215 \ \ 21277 T o - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - v -� — — — t — 4.2 11110 1 — — — — — / SPE L VEL FLOOR PLAN ----------- / 1 /41' �_ 11 -1 = 1' � 0' 2' _4' 8' 16' X218 / 40 \ I 44 / I 71 / 6 / I ADDED ROOF ABOVE EXT. BATHROOM rrA Z-11 ------ Design ----Design Revie Staff Approval TOWN OF SIA I L ' By Warren Campbell 1 U) JO .J Uj Y �O WJ W W10 00 U T LU = LU ~ J °o LL o N REVISION Revision No. Revision Date Description r C CC Iu L U CHANGE TO APPROVED PLANS V Issue Date 10/27/2014 \_ Drawn by AG _ Checked by HB pm, N I v 2 14 \�\ Scale 1/4" = 1'-011 I0 �\ UPPER LEVEL PLAN A3.3 5 1/2" 219 T.0.43ECKING @ 8315'" \, / W.P. STONE DECK o � / X218 / 40 \ I 44 / I 71 / 6 / I ADDED ROOF ABOVE EXT. BATHROOM rrA Z-11 ------ Design ----Design Revie Staff Approval TOWN OF SIA I L ' By Warren Campbell 1 U) JO .J Uj Y �O WJ W W10 00 U T LU = LU ~ J °o LL o N REVISION Revision No. Revision Date Description r C CC Iu L U CHANGE TO APPROVED PLANS V Issue Date 10/27/2014 \_ Drawn by AG _ Checked by HB pm, N I v 2 14 \�\ Scale 1/4" = 1'-011 I0 �\ UPPER LEVEL PLAN A3.3 C V , / 0 3 / � � 4 - / / 5 2 ----- / \ A5.2 / �', A5.2 / / A5.2 / A5.4 / ��yy, --- 17 / 28'-0" / / ''-0" -6" / 1001 Y /� / 100, '100, / O 100, / I \ / D CO i / sNc 015.1 / _ _ _- T.O. STRUCTURE @ 8333'- 1 5/16" / � \ I D -�- 3 \ A5.1 / 5.4 (0 /\ I / I � / L - - - 0 GAS METER LOCATION / BELOW KIE SNOW FEN( LL 2 2 , DOWNSPOUT •M Fit- 11'-4" / I' I /I ;E TYP. / / I / I / / 9 7/8" / / I \ I\ \ \ I ` 6 A6.3 ` \ I � \ I \ I \ \ ,E TYP. \ r� SNOW FENCE T � I I --- ------ ELECTRIC METER T.O LOCATION BELOW A6.3 ----------�- I--- -- - - ! DOWNSPOUT I I A4.2 F61 {/ 9`Q\ \ L \ 6 \ \ 7 8 9 2S \ 1 Q GENERAL NOTES: r ` \ O / � 1 2 2 3 \ 3 4 LOT SIZE IS .3679 ACRES, EQUAL TO 16,024 SF ` \ A5.3 \ A5.2 A5.3 A5.3 \A5.4 A5.3 - \ 1.) ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN SITE PLAN. 12'-6" �` \ 16'-0" \ 3'- 0" 5'-3" 14'-9" �. - 2.) PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. - SUBMIT FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF AREAS. SEE SPEC FOR MORE INFORMATION. / \ \ 3.) SEE ELEVATIONS FOR J -BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, UNDERGROUND HARDPIPE TO DAYLIGHT, AND BERGLUND \ \ \ \ \ FUTURE THIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER. 4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON SITE PLAN): ARCHITECTS, LLC. \ \ MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 5" INSULATION PANEL OR \ \ \ APPROX. 1" OF ROOFING. *1- ROOF RIDGE HEIGHT @ SHEATHING = 8332'-0 1/2" \ US Mail Only: P. O. Box 2378 / EXISTING GRADE BELOW RIDGE = 8299'- 2 3/4" Physical/ Fedex: 210 Edwards ROOF HEIGHT = 32'- 9 3/4"Village Blvd, Bldg A Suite A103 \ -A%hl / Edwards, Colorado 81632-2378 \\ 5.) PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF AREAS. (970) 926 4301, Fax: 926 4364 hans(d,)berglundarchitects.com / \ SEE SPEC FOR MORE INFORMATION. www. berglundarchitects.com 6 A6.3 I ' I I \\ � I \ \ •1 � \ Z \ \\ W LU J \ U. Uj - 6 A6.3 LU 00 ;IBB o �� \ \ \ � � / J \ / J N \ �\ J \ , M T.O. CHIMNEYCAFUj ��8340'-9" `\` , \ \ \ I ULj LLI m W...................................... . DIV ., I , 2 A4.1 I t 4'-0 V �` ► I LU = Uj I/ O ' I J LOWER LEVEL FINISHED FLOOR @ 8294' - 8 1/2" 4 �/� MAIN LEVEL FINISHED FLOOR @ 8305'- 2" ® �p / UPPER LEVEL FINISHED FLOOR @ 8316' - 2 1/2" A6.3 CD LO CURVED ROOF - - J p / 2 4 I I REVISION ' 6 =NCE TYP. SNOW FENCE TYP.- SNOW FENCE TYP. / A6.4 \ v j A6.3 , I Revision No. Revision Date Description T.O STRUCTURE 8331' - 5 15/16" 9 z� *1-T.O. STRUCTURE @ 8332'- 0 1/2"-- U /2" DE @ 8299'- 2 3/4' FINISHED GRADE 8305' - 0" I / 6 o / A6.3 o NOW FENCE TYP. ?p / <U / / J , �=O I I I o��c / I SNOW FENCE TYP. _�LL •v I \ ` !� I tin. I „ / 5 A6.3 sNc 015.1 / _ _ _- T.O. STRUCTURE @ 8333'- 1 5/16" / � \ I D -�- 3 \ A5.1 / 5.4 (0 /\ I / I � / L - - - 0 GAS METER LOCATION / BELOW KIE SNOW FEN( LL 2 2 , DOWNSPOUT •M Fit- 11'-4" / I' I /I ;E TYP. / / I / I / / 9 7/8" / / I \ I\ \ \ I ` 6 A6.3 ` \ I � \ I \ I \ \ ,E TYP. \ r� SNOW FENCE T � I I --- ------ ELECTRIC METER T.O LOCATION BELOW A6.3 ----------�- I--- -- - - ! DOWNSPOUT I I A4.2 F61 {/ 9`Q\ \ L \ 6 \ \ 7 8 9 2S \ 1 Q GENERAL NOTES: r ` \ O / � 1 2 2 3 \ 3 4 LOT SIZE IS .3679 ACRES, EQUAL TO 16,024 SF ` \ A5.3 \ A5.2 A5.3 A5.3 \A5.4 A5.3 - \ 1.) ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN SITE PLAN. 12'-6" �` \ 16'-0" \ 3'- 0" 5'-3" 14'-9" �. - 2.) PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. - SUBMIT FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF AREAS. SEE SPEC FOR MORE INFORMATION. / \ \ 3.) SEE ELEVATIONS FOR J -BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, UNDERGROUND HARDPIPE TO DAYLIGHT, AND BERGLUND \ \ \ \ \ FUTURE THIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER. 4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON SITE PLAN): ARCHITECTS, LLC. \ \ MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 5" INSULATION PANEL OR \ \ \ APPROX. 1" OF ROOFING. *1- ROOF RIDGE HEIGHT @ SHEATHING = 8332'-0 1/2" \ US Mail Only: P. O. Box 2378 / EXISTING GRADE BELOW RIDGE = 8299'- 2 3/4" Physical/ Fedex: 210 Edwards ROOF HEIGHT = 32'- 9 3/4"Village Blvd, Bldg A Suite A103 \ -A%hl / Edwards, Colorado 81632-2378 \\ 5.) PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF AREAS. (970) 926 4301, Fax: 926 4364 hans(d,)berglundarchitects.com / \ SEE SPEC FOR MORE INFORMATION. www. berglundarchitects.com 6 A6.3 I ' I I \\ � I \ \ •1 � \ Z \ \\ W LU J \ U. Uj - 6 A6.3 LU 00 ;IBB o �� \ \ \ � � / J \ / J N \ �\ J \ , M T.O. CHIMNEYCAFUj ��8340'-9" `\` , \ \ \ I ULj LLI m W...................................... . DIV ., I , 2 A4.1 I t 4'-0 V �` ► I LU = Uj I/ O ' I J LOWER LEVEL FINISHED FLOOR @ 8294' - 8 1/2" 4 �/� MAIN LEVEL FINISHED FLOOR @ 8305'- 2" ® �p / UPPER LEVEL FINISHED FLOOR @ 8316' - 2 1/2" A6.3 CD LO CURVED ROOF - - J p / 2 4 I I REVISION ' 6 =NCE TYP. SNOW FENCE TYP.- SNOW FENCE TYP. / A6.4 \ v j A6.3 , I Revision No. Revision Date Description T.O STRUCTURE 8331' - 5 15/16" 9 z� *1-T.O. STRUCTURE @ 8332'- 0 1/2"-- U /2" DE @ 8299'- 2 3/4' FINISHED GRADE 8305' - 0" I / 6 o / A6.3 o NOW FENCE TYP. ?p / <U / / J , �=O I I I o��c / I SNOW FENCE TYP. _�LL •v I \ ` !� I tin. I „ 1 T.O. STRUCTURE @ 8325' - 5 7/8" SNOW FENCE TYP. ! BoA6.4 - / ` / I DOWNc POUT \ > I C\1 TRANSFER GUTTER 0 A6.3 // I A6.4 / % DOWNSPOUT N T.O. STRUCTURE@ 8324'- 8 7/8" / _ - - - - _ _ - - 8 5/8" / 851 @8326'-61/16" \ / -----__1 // 1 `B C RIO - - - - - fi - - - - - - - - - - - - - - - - - - - - - - - - --- - - - / - - - 1- - - - - - - - - - A4.2 _ / // 1 I - -60M- /�- O, / \ , pQ$If111 RP_VIP_W _ _ I / n Staff Approval TOWN OF FAIL" By Warren Campbell at 3:14 pm, Nov 26, 2014 0' 2' 4' 8' 16' - ROOF PLAN 1 ' 1/4" = 1'-0" / Ln � 00N iI I I I I I I I , I I/ I / I / I� / _I Li / / / - - - - - - - i u CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 1/4" = 1'-0" ROOF PLAN A3.4 Q co N M 0 N 00 N O / DOWNSPOUT UNDER EAVE oI Z I t / / / / / LL O / SNOW FENCE P. > / U , 4'-0" 10 / 1'-61/8' NW EN E 1 T.O. STRUCTURE @ 8325' - 5 7/8" SNOW FENCE TYP. ! BoA6.4 - / ` / I DOWNc POUT \ > I C\1 TRANSFER GUTTER 0 A6.3 // I A6.4 / % DOWNSPOUT N T.O. STRUCTURE@ 8324'- 8 7/8" / _ - - - - _ _ - - 8 5/8" / 851 @8326'-61/16" \ / -----__1 // 1 `B C RIO - - - - - fi - - - - - - - - - - - - - - - - - - - - - - - - --- - - - / - - - 1- - - - - - - - - - A4.2 _ / // 1 I - -60M- /�- O, / \ , pQ$If111 RP_VIP_W _ _ I / n Staff Approval TOWN OF FAIL" By Warren Campbell at 3:14 pm, Nov 26, 2014 0' 2' 4' 8' 16' - ROOF PLAN 1 ' 1/4" = 1'-0" / Ln � 00N iI I I I I I I I , I I/ I / I / I� / _I Li / / / - - - - - - - i u CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 1/4" = 1'-0" ROOF PLAN A3.4 Q co N M 0 N 00 N O LINE OF EXISTING GRADE AT MOST RESTRICTIVE POINT SOUTH ELEVATION U 1/41' = 1'-0" - 1 --- A5.2 1 2 3 A5.1 A5.1 A5,1 A5.1 A5.4 --- A B D E OF G H I J 8'-111/4" 14'-31/4" 11'-31/2" 1'-6" 16'-6" V-0" 4'-6" 6" I! I REMOVED WINDOW - 4 - _ - A6.3 5 LINE OF 33' ABOV EXISTING GRADE = T.O. STRUCTURE @ 8333' - 1 5/16 A82 " - - . 3 MOTORIZED HADE POCKET $ 2 A8.0 21 721 26 205 209 210 - 111 37 38 10 62 w 10 O. STRUCTURE @ 8326' - 6 1/16" 41 a 12 N 9 2 / M . .......... A8.2 A8.1 or b. T� d - W 1, w I � �.�� 20 - i a Q Q a T r - - MC , 22 . �F MC10X22 N - U N 24 2 - 3 1 I f I I 08 Go Cl) N �� ^ 15 o A6.3 zoo 200 - 1 _ A6.4 o 0 11 CRICKET- :DA:81� A6.5 A8.1 w1 co C o 8 (2) MONOPOINTS BEYOND BEAM -M_ M 2 0 w~ -� O r- = O r A6.4 W 14X 8 1107 iz A8.2�Q - �. Q ll_ 0- 0 w o p zoo O. STEEL BEAM @ 831T - 7 5/8" 209 ss$ § �- C�1 - o UPPER LEVEL 23 _ - ��' _ 0 2 FLOOR PLAN ON O I 0z __ O p -LF AME TO FRAME 195 106 L- 107 107 O r m �� - 2"1 12" ED FLOOR 22 M 3., 9 a M 1 v t z 12 a Q M - � - - - - - _ _ -0°o - - IS8316' - 2 1/2" I� - - - A8.2 _ o - L ILL _ w ", 15� ¢ n - I� • T.O. STONE PIER FRAMING @ 8313' - 11"},I'- I' l LL . `° _ ¢� w ._ T.O. STEEL BEAM @ 8314' - 7 1/8" i� r � 110 ADDED X00 X00 I , Q 1107 X07 [l z - M - O O i _a - w O O - EXTERIOR BATH - @d A8.1 r o �__ �1 A8.2 A8.2 8 m W 6x5 - _ AND CLOSET LW CUa_ 15 r z �_ J` A8.2 J - I�d ] b D O 102 103 r r rte. .I7� 0 - A8.1 2 �i� !f 7 � 7 los f � - � � LOW WALL TO PROTECT GAS METER- j N _ � z �� �' to LLL �f ��� ELECTRIC METER LOCATE ON �7 `J- ~` +�I UWEST _ ELEVATION 0 4 LITE CLAD R9 0 z z O. CONC. WALL8306' -5" MAIN LEVEL . FLOOR PLAN f - ILL-- -- - - 2 - . Ac UNITS LOCATION. (SHED FLOOR 8305 FRAME TO FRAME GLASS 2 1/2' (2) MONOPOINTS MOUNTED TO WEB OF GAS METER LOCATION STEEL COLUMN LINE OF EXISTING GRADE AT MOST RESTRICTIVEPOINT y 1 N=H-ELEVATTON 1/4" = 1'-0" GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: A -DREAMSCAPES DL -126 -LED EXT. STEPLIGHT ANTIQUE BRONZE FINISH MOUNTED 18" OR LESS ABOVE FINISHED GRADE- (30) TOTAL FIXTURES B- HEVI LITE INC HL -374 PAR -20 SURFACE MOUNT DOWN LIGHT BRONZE POWDER COAT FINISH (BZ)- (2) TOTAL FIXTURES C- HEVI LITE INC HL -384 -BZ SURFACE MOUNT MONO POINT BRONZE POWDER COAT FINISH. PERMANENTLY FIXED/INSTALLED AS A DOWNLIGHT- (14) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7) EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR, WOOD INFILL TO MATCH TRIM STAIN COLOR. 8) ALL MECHANICAL VENTS TO BE COPPER U.N.O. MATERIALS 1. AEP SPAN STANDING SEAM ROOF- DARK TERRA COTTA COLOR RE: SPEC 2. 4X8 WOOD RAFTERS. RE: STRUCT 3. EXPOSED GLU-LAM ROOF BEAMS- COLOR: PORTER STAINS 709 BLACK WALNUT 4. 2X10 FASCIA- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 5. 2X8 SHADOW BOARD OVER 2X10 FASCIA.- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 6. COPPER PANEL SIDING W/ DARK SEALED PATINA 7. DRY STACKED STONE VENEER- BLEND OF FRED'S BROWN, COLORADO BUFF, TELLURIDE GOLD, AND ADOBE CHOPPED STONE 8. CEDAR SIDING W/ SHIPLAP JOINT BETWEEN BOARDS WITH 1/4"X1/4" REVEAL -COLOR SEMI -TRANSPARENT STAIN CUSTOM COLOR 9. 3X3 WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 10. DIMENSIONAL WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 11. STONE COLUMN W/ STEEL TOP CAP. RE: STRUCT 12. STEEL C -CHANNEL WINDOW HEADER. RE: STRUCT 13. COLORADO BUFF STONE HEADER 14. COLORADO BUFF STONE CAP 15. STEEL BEAM. RE: STRUCT 16. GLU-LAM OUTLOOK BEAM W/ COPPER FLASHING CAP. RE: STRUCT 17. EXPOSED GLU-LAM DECK JOISTS 18. 10X10 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND STEEL BEAM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 19. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. 20. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 21. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 22. STEEL I -BEAM COLUMN 23. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW CLADDING 24. 4" THICK STONE CHIMNEY CAP 25. 3" SQUARE COPPER GUTTER AND 2" DOWNSPOUT @ DECKS. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 26. SNOW FENCE TYP. SEE ROOF PLAN FOR LOCATIONS. 27. 4X4 TOP TRELLIS MEMBERS -COLOR: PORTER STAINS 709 BLACK WALNUT 28. 4X8 BOTTOM TRELLIS MEMBERS -COLOR: PORTER STAINS 709 BLACK WALNUT Design Review Staff Approval TOWN OF IL' By Warren Campbell at 3:14 pm, Nov 26, 2014 US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(a-)berglundarch itects.com www. berglundarchitects.com REVISION Revision No. Revision Date Description CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 1/4" = 1'-0" ELEVATIONS A4. 1 Q 0 M CD N CIDN O r Z LU J V" W Z � ULI � Q N � �O LU aJ >M Y �O � LU w� 0° w U T LU = LU ~ °o J LL o N REVISION Revision No. Revision Date Description CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 1/4" = 1'-0" ELEVATIONS A4. 1 Q 0 M CD N CIDN O r T.O. BEAM @ 8330' - 0 1/4" 4 3 3 2 A5.3 A5.4 A5.3 A5.3 COPP R CHIMNEY CAP 10 1 9 8 7 23 LINE OF 33' ABOVE EXISTING GRADE 14'-9" 5'-3" 3'-0" 6 4 T6.37 T.O. STRUCTURE @ 8332' - 0 1/2"�:7__-I, PR 2 1 - A5.2 A5.3 --- 24 6 05 4 16- - 0" - 16 12'-6" 1 2'-6" T.O. BEAM @ 8330'- 4 3/4" 5 16 T.O. BEAM @ 8328' - 1 1/2" - - [ �; _ 1 -------- -_ - T.O. BEAM @ 8327' - 3 11/16" 223 2z4 ''� = - �7 1, - T.O. BEAM @ 8324' - 8 1/4" 49 p 49 77C7 235 6 r- _ 236 21 MOTORIZED SHADE POCKET " ss A8.2 ILLI T.O. STRUCTURE @ 8324' 6 5/8" 77 5 6 4 A8.2 A8.2 �JL � Q, N 10 E�� 251 m N A8.2 ��- - 10 00 C8.1 2 61 OO Z 9621 3A8.2 N_ 3' d 110 8 O N O 1� ( A6.4 - . o .. �, 234 o A8.2 N f 0 0 0 �` A6.4 j . , s3 0 �W --- r LlET.O. STEEL BEAM @ 8314'- 5 1/4" 18 - -M ,M- Uj W1 8 19 W14X48 T.O. FRAMING @ 8312' - 9 3/8" - Z r Q - - J LL Q T.O. STEAL BEAM @ 8314' - 1 5/8" Q - LL - - - 11 �' LL _ ¢ A6.5 III I T.O. STONE PIER WOOD FRAMING @ 83 i2ll- 6 3 15 Q ;I 22 �f L A6.5 j MOTORIZED SHADE POCKET - �- A8.1 @ - - t_ I /TAG 00 _ _ - - SIM. °D ;-: ----� l 1z1 - J,,- - �I z / BEYOND COLUMN = 105 _ 1119 Q I J j( 1 120 ^ ' 100 � 108 - LL = 25 ° F7- '�__ 25 _ �l bo D1 1 m p - - - - 13 2 _ 1c O I'_1 w "11. _ _'11 A6.6� ° O� - co Y� LU O zo U Q Q Q m Q p Q ( 00 O - F Q SIM. Q m F �-Ci _� --- J -BOX r f_ 2 5 A5.4 A5.2 3 STEEL PANEL TO MATCH ROOFING MEN 4 28' A6.3 4 A5.2 3 A5.2 MWIN jf,_J( [Ij _:L3 JI_ )[ -_ U 2 - 1I�1001 I_ STEEL C CHANNEL PARAPET A6.4 W 16X50 T.O. CONC. WALL @ 8306'- 5" PROVIDE POWER FOR BOULDER HEARTH 14 DOWNSPOUT HEAT TAPE 11 LINE OF EXISTING GRADE AT MOST RESTRICTIVE POINT (A4:2207 113 11 , a w 2 ¢ LL I,� _ M I o - _ - wLL_ LL A8.1 M LLO LL „ w LL Q--�J 3- 2 3/16 01 261 10 206 of 5 ao NA8.2 33 00 _ Q A8.1 - -� = LL LU Q 142 SIM. 3D2 M AE 2 I�OLJ - w z - - - -1 -s_ ��-00-206 1 - - LL �O ��O - � ° 7 A8.1 27 0 ll0 O E_ 3z ri MC10X22_ N 0X22 I GENERAL NOTES: 1 1) EXTERIOR LIGHTING IS NOTED AS: A -DREAMSCAPES DL -126 -LED EXT. STEPLIGHT ANTIQUE BRONZE FINISH MOUNTED 18" OR LESS ABOVE FINISHED GRADE- (30) TOTAL FIXTURES B- HEVI LITE INC HL -374 PAR -20 SURFACE MOUNT DOWN LIGHT BRONZE POWDER COAT FINISH (BZ)- (2) TOTAL FIXTURES 4 10 01 A6.51A CIO) Go Q WIDER GARGEQ _ DOOR 6 GL 6 GLASS 12 02 EAST ELEVATION 1/4" = 1'-0" C- HEVI LITE INC HL -384 -BZ SURFACE MOUNT MONO POINT BRONZE POWDER COAT FINISH. PERMANENTLY FIXED/INSTALLED AS A DOWNLIGHT- (14) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. Lj 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO MOTORIZED SHADE BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. POCKETS 7) EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE 2 PAINTED STEEL TO MATCH WINDOW COLOR, WOOD INFILL TO MATCH TRIM STAIN COLOR. A8.2 8 ALL E HA I ALV T TO BE COPPER U.N.O. UPPER LEVEL FLOOR PLAN INISHED FLOOR 1 8 „ I W1 6X50 19 MAIN LEVEL _FLOOR PLAN FINISHED FLOOR OC 8305' - 2" REVISED FLOOR TO FLOOR HEIGHTS MATERIALS 1. AEP SPAN STANDING SEAM ROOF- DARK TERRA COTTA COLOR RE: SPEC 2. 4X8 WOOD RAFTERS. RE: STRUCT 3. EXPOSED GLU-LAM ROOF BEAMS- COLOR: PORTER STAINS 709 BLACK .4--E WALNUT 2 4 4. 2X10 FASCIA- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 3 4 5 2 1 A5.2 2 3 3 5. 2X8 SHADOW BOARD OVER 2X10 FASCIA.- COLOR: PORTER STAINS 709 A5.2 A5.2 A5.2 A5.4 --- A5.3 A5.3 A5.3 A5.4 A5.3 BLACK WALNUT 50% FORMULA 6. COPPER PANEL SIDING W/ DARK SEALED PATINA 1 2 3 4 5 6 7 8 9 10 7. DRY STACKED STONE VENEER- BLEND OF FRED'S BROWN, COLORADO BUFF, TELLURIDE GOLD, AND ADOBE CHOPPED STONE LIN E OF 33' ABOVE 8. CEDAR SIDING W/ SHIPLAP JOINT BETWEEN BOARDS WITH 1/4"X1/4" 8'- 0" 28' - 0" 8'- 0" Z-15" 12' - 6" 16' - o° E KISTING GRADE' 5- 3" 14'- 9" REVEAL -COLOR SEMI -TRANSPARENT STAIN CUSTOM COLOR - 11- 23 9. 3X3 WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA JL. 10. DIMENSIONAL WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT STEEL PANEL TO MATCH ROOFING6 = 50% FORMULA - - - - - - - - - - - - A6P3 6 11. STONE COLUMN W/ STEEL TOP CAP. RE: STRUCT 12. STEEL C -CHANNEL WINDOW HEADER. RE: STRUCT - 13. COLORADO BUFF STONE HEADER T.O. STRUCTURE @ 8332' - 01/2" 14. COLORADO BUFF STONE CAP 4 M 15. STEEL BEAM. RE: STRUCT 16. GLU-LAM OUTLOOK BEAM W/ COPPER FLASHING CAP. RE: STRUCT 1 5 17. EXPOSED GLU-LAM DECK JOISTS A6.3 18. 10X10 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND STEEL A6.3 5 BEAM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 16 19. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. 3 20. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER T.O. STRUCTURE @ 8325' - 5 7/8" 21. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND - PROVIDE POWER FOR HEAT TAPE. 21 MC10X22 t SO�y�+, 22. STEEL I -BEAM COLUMN � __ _ _ - 23. 4X4 TUBE STEEL COLUMNS @CHIMNEY CAP PAINTED TO MATCH WINDOW U Q -, �--J�=h LL � ,4 - _ � a - - CLADDING 15 f ¢ co `� MOTORIZED SHADE POCKET 24. 4" THICK STONE CHIMNEY CAP �- - ��� 25. 3" SQUARE COPPER GUTTER AND 2" DOWNSPOUT @ DECKS. PIPE _ - =,1 N M A8.1 f N \ UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR _ 11 MOTORIZED SHADE POCKET 11 A6.4 _ _1 N 213 213 214 215 2 6 216 217 _ 218 _ 41 40 f 40 `' 42 0 40 40 ao f' FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. A8.1 60 A8.1 OTORIZED SHADE POCKET - w / ti / w / 26. SNOW FENCE TYP. SEE ROOF PLAN FOR LOCATIONS. Q OQ! w ¢ M 7-Q o 27. 4X4 TOP TRELLIS MEMBERS -COLOR: PORTER STAINS 709 BLACK WALNUT ° O w -N¢ LSI 8. 4 8 O O ELLIS MEMBERS -COLOR: PORTER STAINS 709 BLACK CII __ 7 = z:0 0 A6.2 0 0 WALNUT 0- Z - - - - - SIM. ° z. O SI z _ - § -1 19 UPPER o _ o _ _ _ 9 0 -' FLOOR PLAN ELECTRIC METER J�_I Q ~ 00 m ~ O OI 17 FINISHED FLOOR LOCATION___Iui I UU1 - �--� - 27 8316'- 2 11/2" MDP LOCATION 7 SIM. PROVIDE CONT. FLASHING @ A6.2 10 T.O. 3X3 WOOD TRIM BANDS 28 OLl J = CT CABINET y 11 ILOCATION LLLL- W14X `� 191 192 ,83 ,93 - - LL REVISED OOR LOOR ¢ I MOTORIZED SHADE POCKET MI N kl A8.1 l I -}- _ = T.O. STEEL BEAM @ 831 5 1/4.. - I HEIGHTS 00 bo r - w4 @)II [ VI SIM.. LU o ( 114 TAG FOR DOOR! - ° A6.2 ° - _�Q _- w - -,� _ II BEYOND WALL _ 2 '--'L PHONES p0 -.. - = _ _ - 20 MOTORIZED SHADE POCKET- --h._c__ �� O Il- ��� II _ _ __ _ r� _ a� 14 MAIN L L _ f ---- I- O O� z_ ` I _ PROVIDE POWER Z L' M I O I I C -� II L �4 �I��' � 1i� IT.O. CONC. WALL 8303' -_ 1/2' FLOOR LAN A6.6 IIS _ �� j__. -_l _ I � �----1t iv ' � AC UNITS RE: ME .= FOR GUTTER � _ _ _ � - - , @ _ � 1 [j _ [�i m 10+ _� _. HEAT - = �� - - X�2 = 44ti 10)22 = _ _ �- - 10X22 - -1 - - - -i �'-- 1_ -_ �- �0 4 __ -I �O - :-_- _� J. r I I �' 8305 - 2 �� 003 003 = OOL� - � LL ! F l 1 = is o00 000 . - O ¢ G = T.O. CONC. WALL @ 8305'- 1" _- GAS METER PAINTED TO J -BOX --- _ __ - _ 4��' ,�. O� L�-�11, \ M _- MATCH STONE VENEER - � -_ � � I_J _ - - - _- �I�O_2'-611/16" 8301' - 6" _ T.O. CO WALL @ 8298' - 1" 001 A8 1 _ !� LINE OF CONC. WALL ooa o04 _ l L�rwy__ OLPROVIDE POWER - r = O AL �J FOR GUTTER HEAT8300' - 2" Box �~J = ff((�~i f " BQ-�I�/ T.O. CONC. WALL @ 8298' - 1 TAPE w0" 14' 6" iii L LINE OF EXISTING = AC UNITS RE: MECH. = io GRADE AT MOST -i _ - _ RESTRICTIVE POINT) UI� i; -I r - 1,. 8299'- 11" )BOX` -- - -- -_ - O LINE OF C WALL z LOWER LEVEL o FINISHED FLOOR PLAN - - - - - - - - - - - 8294'- 8 11/Z' REVISED WINDOWS AND PATIO PER WEST ELEVATION FLOOR PLAN AND GRADE CHANGES „ _ 1/4 - 11-011 Design Review Staff Approval TOWN OF V IL' By Warren Campbell at 3:14 pm, Nov X, 20 14 US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(a-)berglundarch itects.com www. berglundarchitects.com I I � oos 2 oos 2 LU J LINE OF EXISTING = AC UNITS RE: MECH. = io GRADE AT MOST -i _ - _ RESTRICTIVE POINT) UI� i; -I r - 1,. 8299'- 11" )BOX` -- - -- -_ - O LINE OF C WALL z LOWER LEVEL o FINISHED FLOOR PLAN - - - - - - - - - - - 8294'- 8 11/Z' REVISED WINDOWS AND PATIO PER WEST ELEVATION FLOOR PLAN AND GRADE CHANGES „ _ 1/4 - 11-011 Design Review Staff Approval TOWN OF V IL' By Warren Campbell at 3:14 pm, Nov X, 20 14 US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(a-)berglundarch itects.com www. berglundarchitects.com REVISION Revision No. Revision Date Description CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 1/4" = 1'-0" ELEVATIONS A4.2 Q 0 M CD r N co N O r Z LU J V" W Z � W � Q N � JO LU aJ >M Y �O LU 0° w U T LU = LU ~ °o J LL o N REVISION Revision No. Revision Date Description CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 1/4" = 1'-0" ELEVATIONS A4.2 Q 0 M CD r N co N O r SOUTH WEST PERSPECTIVE SOUTH EAST PERSPECTIVE ENTRY PERSPECTIVE STRAIGHT ON ENTRY PERSPECTIVE TOWN OF VAIL Design Review Staff Approval By Warren Campbell at 3:13 pm, Nov 26, 2014 US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(aD,berglundarchitects.com www. berglundarchitects.com REVISION Revision No. Revision Date Description CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 3D VIEWS A4.3 (7 Z LU J V" W Z 0 LU 44 j Q J N cf) � O Uj aJ >M Y �O LU WJ 00 W10 U T LU = LU F- 0 LL o N REVISION Revision No. Revision Date Description CHANGE TO APPROVED PLANS Issue Date 10/27/2014 Drawn by AG Checked by HB Scale 3D VIEWS A4.3 GENERAL NOTES: I. CONTRACTOR TO VERIFY EXISTING 51TE INFORMATION, INCLUDING STRUCTURES, UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GUTTER, THAT MAY EFFECT THE SCOPE OF WORK PRIOR TO BEGINNING 51TE G0115TRUCTION. 2. EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT LOCATION. THE LANDSCAPE ARCHITECT 15 NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTOR. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE LOCATION DURING ALL PHASES OF THE WORK. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES OR STRUCTURES AND ANY INJURIES THEREFROM. RESTORATION OF ANY UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER, ANY ADJUSTMENTS OF PROPOSED WORK WILL BE APPROVED BY LANDSCAPE ARCHITECT. ADJUSTMENTS OF PLANT MATERIAL DUE TO CONFLICTS WITH UTILITIES SHALL BE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. GALL UNDERGROUND LOCATES ® BDOFI22.Ig87, I WEEK PRIOR TO PLANTING. 3. PROVIDE OWNER OR LANDSCAPE ARCHITECT WITH NOTIFICATION OF ALL D15GREPANGIE5 BETWEEN EX15TINO AND PROPOSED 51TE IMPROVEMENTS. 4. LANDSCAPE CONTRACTOR SHALL TAKE ALL NECE55ARY STEPS AS REQUIRED TO PROPERLY PROTECT AND MAINTAIN HIS WORK FOR THE DURATION OF THE CONTRACT. 5. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 6. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 7. NO SUBSTITUTIONS FOR ANY MATERIALS SPECIFIED SHALL BE MADE WITHOUT LANDSCAPE ARCHITECT'S OR OWNER'S APPROVAL. 8. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONFIRM ALL DE516N CRITERIA AS NOTED BY THE DRAWING OR TECHNICAL 5PEGIFICATION5. ANY D15GREPANCIE5, DELETIONS, ADDITIONS, OR ALTERATIONS TO THE DRAWINGS OR SPECIFICATIONS SHALL BE PRESENTED IN WRITING TO THE PROJECT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. CIVIL ENGINEERING 15 THE RE5PON515ILITY OF THE CLIENT OR GENERAL CONTRACTOR. 10. GENERAL CONTRACTOR TO BRING ROUGH GRADE WITHIN +/- 0.25' OF FINISHED GRADE 8 LANDSCAPE CONTRACTOR TO FINISH GRADE. 11. ALL WORK AND PARTS SHALL BE WARRANTIED FOR A MINIMUM OF ONE YEAR FROM DATE OF COMPLETION. 12. A MINIMUM OF 48 HOURS NOTICE 15 REQUIRED FOR ALL MODIFICATIONS, REVIEW 8 APPROVAL REQUESTS TO LANDSCAPE ARCHITECT. 13. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER AND ARRANGE A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETE IN GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. EROSION CONTROL � SITE PROTEGTION NOTES SPEG I E I GATI ONS: I. 511-T FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF CONSTRUCTION AS NEEDED TO PREVENT EROSION AND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED. 2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO BE PRESERVED SHALL BE PROTECTED: AT EVERGREEN TREES WITH SNOW FENGIN6 AT DRIP -LINE; AT DECIDUOUS TREES USE SNOW FENCING AT DRIP -LINE. IF YOU CANNOT PROVIDE SNOW FENCE ® DRIP -LINE DUE TO CONSTRUCTION PROXIMITY, WRAP TRUNK WITH PLASTIC CORRUGATED CULVERT SECTIONS TO A HEI6HT OF 6 OR TO FIRST MAJOR BRANCH. IF IT 15 NECESSARY TO DRIVE WITHIN THE DRIP -LINE OF THE TREE, CONTRACTOR SHALL INSTALL 4" OF BARK MULCH OR WOOD CHIPS IN A RING EXTENDING FROM THE TRUNK TO THE TREE'S DRIP LINE. 3. SPECIAL GAPE NEEDS TO BE TAKEN FOR TREES WITHIN CONSTRUCTION ACCESS ROUTE AND WORK AREAS. PLASTIC CORRUGATED CULVERT 5ECTION5 WITH INTERIOR INSULATION OF 1.5" MIN. TO SURROUND TREE TRUNK TO A HEIGHT OF b' OR TO FIRST MAJOR BRANCH. 4. ERECT AND MAINTAIN TEMPORARY FENGIN6 AROUND TREE PROTECTION ZONES BEFORE STARTING 51TE CLEARING. REMOVE FENCE WHEN GON5TRUCTION IS COMPLETE. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL WITHIN FENCED AREA. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC WITHIN FENCED AREA. MAINTAIN FENCED AREA FREE OF WEEDS AND TRASH. 5. DO NOT EXCAVATE WITHIN TREE PROTECTION ZONES, UNLE55 OTHERWISE INDICATED. WHERE EXCAVATION FOR NEW CON5TRUGTION IS REQUIRED WITHIN TREE PROTECTION ZONE -5, HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW -TINE SPADING FORKS COMB SOIL TO EXPOSE ROOTS AND CLEANLY GUT ROOTS AS OL05E TO EXCAVATION AS POSSIBLE. 5.1.COVER EXPOSED ROOTS WITH BURLAP AND WATER REGULARLY. 5.2. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY REDIRECTED AND COVERED WITH SOIL. 5.3. GOAT GUT FACES OF ROOTS MORE THAT 1.5" IN DIAMETER WITH AN EMULSIFIED ASPHALT OR OTHER APPROVED COATING FORMULATED FOR USE ON DAMAGED PLANT T155UE5. 5.4. BACKFILL WITH 501L AS SOON AS POSSIBLE to. ALL DISTURBED AREAS NOT DE516NATED AS 5HRU5 BEDS, PERENNIAL BEDS, OR LAWN SHALL BE REVE&ETATED WITH THE SPECIFIED SEED MIXTURE. SEE PLANTING NOTE #Iq FOR MORE INFORMATION. 7. PROVIDE SILT FENCE OR SNOW FENGIN6 AROUND ALL REVEGETATED AREAS FOR A MINIMUM OF ONE YEAR PERIOD OF ESTABLISHMENT (TWO YEARS IDEAL), PARTICULARLY FOR SEEDED SHRUBS. C RAPH I G LEGEND SYMBOL DE50RI PTI ON SITE GOVERAC E STAT I ST I GS Total Lot Size 16,024 s.f. (0.3679 acre) \ 5,145 91. / I EXISTING SPRUCE, PINE, OR FIR TREE TO BE PRESERVED. NUMBER DENOTES TRUNK Driveway Goveroge DIAMETER (IN FEET). 12.8% of Total Lot Size Landscape Area Coverage 8,822 5.f. F U EXISTING ASPEN TREE TO BE PRESERVED. • NUMBER DENOTES TRUNK DIAMETER (IN U FEET). Pervlous Landscape Area 7,524 S.f. / 85.39 of Landscape Area q7 EXISTING SHRUB TO BE PRESERVED. + NUMBER DENOTES DRIPLINE DIAMETER (IN ) FEET). �s d- M r; EXISTING TREE OR SHRUB TO BE REMOVED. 20 CO STONE PATH PROPOSED CONTOUR O - / EXISTING CONTOUR LIMITS OF DISTURBANGE SITE GOVERAC E STAT I ST I GS Total Lot Size 16,024 s.f. (0.3679 acre) Building Coverage 5,145 91. 32.1% of Total Lot Size Driveway Goveroge 2,055 5.f. 12.8% of Total Lot Size Landscape Area Coverage 8,822 5.f. F U 55.1% of Total Lot Size Impervious Landscape Area 1,298 s.f. U 14.1% of Landscape Area Pervlous Landscape Area 7,524 S.f. / 85.39 of Landscape Area 0� / > f /M \ BOULDER RETAINING CO / (TYP.) / v / / X BOULDER ADDRESS MARKER ��yj WITH ROPE DOWNLIGHTING PORTION OF DRIVE OUTSIDE PROPERTY TO BE HEATED�- ON DIFFERENT ZONE 4-L�(j 4' GONG. PAN PER T.O.V. %91�` REGU I REMENTS _) / r -'i X I 00 0i / / STO AGE: 0 2.25 CO / 2.25Z Z�' i HEATED r4� GONGRETE gIVE/ ��0 a MOTO OURT �0 k 1,, / 07+ 5.11� 0 � SNOW - � 5.08 0� / \ 0� / / \co�/ CO / ` SNOWMELTED FLAGSTONE TERRAGE CO STONE VENEER WALL + GAS METER / v 61r / I 0 3 - i� / \ / II "1 4 FLAGSTONE TERRAGE (TYP.) FLAGSTONE STEPS -- 3 RISERS @ 7.5" EACH; 14" TREADS MAIN LEVEL FFE: 8305.17 HEATED FLAGSTONE DRIVE 4 ENTRY Oi LOWER LEVEL FFE: 82x4.71 �� r y I 15' E 5ETBAG \ / L0_ !. / I O GG O - - REDUCED PATIO c / (• ) ( I SIZE L PROPERTY L Eco � 0- .11 FLAGSTONE TERRAGE (TYP.) FLAGSTONE STEPS- - 3 RISERS @ 7.5" EACH; 14" TREADS �1 C REDUCED PATIO SIZE 2 = 6: II 1 =4 1:= = 1:= 1:= =4 II \ II J JL JL x 1.0 .N CI7 SILT FENCE ALONG LIMITS _ OF DISTURBANGE @ EAST,` / SOUTH � WEST PORTIONS OF \ PROPERTY I I I 1 1 GAS FIRE PIT I I I � I RIVER ROCK GOBBLE AT PIPE DAYLIGHTS (TYP.) I -- STONE SPA BOULDER RETAINING- SET I BACK 2' FROM PROPERTY LINE 50' STREAM SETBACK LIMITS OF DISTURBANGE (TYP.) SILT FENGE ALONG LIMITS �- I OF D 1 STURBANGE © EAST, I SOUTH 4 WEST PORTIONS OF PROPERTY I RIVER ROCK GOBBLE AT PIPE DAYLIGHTS (TYP.) / / I I CO I I II II I I I yI I II I I I rr� Design Review Staff Approval TOWN OF VAIL By Warren Campbell at 3:13 pm, Nov 26, 2014 GORE GREEK 8 4 O 8 16 24 SCALE: 1/8" = I' -O" 1,4 00 cV M O n o� qq tw:5.g2 M F U `� q8 W r O� o- U M rp a / / \ q7 O O U Z a J ,y �- I d- M FLAGSTONE STEPPING N CO STONE PATH u O O d GAS GRILL $ OUTDOOR FLAGSTONE STEPPING cV L KITCHEN STONE PATH O O JU LIMITS OF DISTURBANGE u j (TYP.) •- O IW SILT FENCE ALONG LIMITS _ OF DISTURBANGE @ EAST,` / SOUTH � WEST PORTIONS OF \ PROPERTY I I I 1 1 GAS FIRE PIT I I I � I RIVER ROCK GOBBLE AT PIPE DAYLIGHTS (TYP.) I -- STONE SPA BOULDER RETAINING- SET I BACK 2' FROM PROPERTY LINE 50' STREAM SETBACK LIMITS OF DISTURBANGE (TYP.) SILT FENGE ALONG LIMITS �- I OF D 1 STURBANGE © EAST, I SOUTH 4 WEST PORTIONS OF PROPERTY I RIVER ROCK GOBBLE AT PIPE DAYLIGHTS (TYP.) / / I I CO I I II II I I I yI I II I I I rr� Design Review Staff Approval TOWN OF VAIL By Warren Campbell at 3:13 pm, Nov 26, 2014 GORE GREEK 8 4 O 8 16 24 SCALE: 1/8" = I' -O" I- 00 0 00 cV M O n o� 00 N W M F U (D n W r O� o- U M rp a 00 W d a 0 0 L U C/) o O O U Z a J ,y W d- M N X O 00 u O O d cV L V ° O O JU �i u j •- O IW Q � N L � U N 4-J W O c" - m > O L1i LL > N TOV: 10 December 2012 Revised: 3 January 2013 VE Revisions: 14 February 2013 VE Revisions: 6 March 2013 Revisions: 22 August 2014 Revisions: 28 October 2014 Title: SITE PLAN Scale: 1/811 = 1'-0" Sheet: L 1 © Ceres Plus, LLC. 2012 PLANT LEC END SYMBOL QTY. BOTANICAL NAME COMMON NAME 51ZE LICHTINO LESEND SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL 2 PIGEA PUN&EN5 COLORADO SPRUCE 10' HT. -�- I PIGEA PUN&EN5 COLORADO SPRUCE 12' HT. W I POPULU5 TREMULOIDE5 QUAKING ASPEN 2" CALIPER EXISTING ASPEN TREE TO BE PRESERVED. I POPULU5 TREMULOIDE5 QUAKING ASPEN 3" CALIPER W d a �CO U Cf) 0 EXISTING SHRUB TO BE PRESERVED. + NUMBER DENOTES DRIPLINE DIAMETER (IN i FEET). - d- M _ -F 3 PIGEA PUNGENS 'MONTGOMERY' MONT60MERY SPRUCE 5 GAL. _= O EXISTING CONTOUR LIMITS OF DISTURBANCE cV L 4 GORNUS STOLONIFERA REDTHIG 006HOOD 5 GAL. G7 SORBARIA SORBIFOLIA URAL FALSE SPIREA 5 GAL. 6 GALAMAGR05TI5 AGUTIFLORA FEATHER REED GRASS 5 6AL. 'KARL FOERSTER' L L U 21 HELIGTOTRIGHON BLUE AVENA GRASS 5 GAL. LIS SEMPERV I RENS — Ln N TOV: 10 December 2012 200 1 6AL. Revisions: 22 August 2014 Revisions: 28 October 2014 ASSORTED GROUND COVERS AND PERENNIAL FLOWERS 15 FLATS FESCUE SOD MIX PLANTING PLAN li )44 REVEOETATE ALL DISTURBED AREAS WITH NATIVE GRASS Scale: ,, 1/811 /VQQ„ = I'-019 WILDFLOWER SEED MIX Sheet: LICHTINO LESEND SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL PLANT I NO NOTES � SPEG I E I GAT I ONS: I. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LE&END(5). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE 015CREPAW-IE-5 BETWEEN QUANTITIES AND SYMBOLS SHOWN. 3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INGLUDIN6 THE ROOTS BEFORE BEGINNING WORK. 4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES 3 PESTS. 5. ALL CONTAINERIZED PLANTS NEED TO BE TO ED6E OF CONTAINER 6 HOLD ROOT BALL T06ETHER. 6. PRIOR TO PLANTIN6, THE IRRIGATION 5Y5TEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. 7. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING, A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. S. PERENNIAL BEDS SHALL BE BACKFILLED WITH A 3:1 RATIO OF TOP501L 4 COMPOST TO A DEPTH OF q. ALL TREES SHALL HAVE THE ROOT GROWN PLANTED 2" ABOVE THE 5URROUNDIN6 FINISHED GRADE. ALL 5HRU65 SHALL HAVE THE ROOT GROWN PLANTED I" ABOVE THE SURROUNDING FINISHED GRADE. 10. ALL TREES SHALL HAVE ALL TWINE OR OTHER BINDING MATERIAL REMOVED AROUND GROWN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND BINDING MATERIALS PULLED BACK FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BACKFILLING,. 11. ALL 5HRUB BEDS AND TREE WELLS WILL BE MULCHED WITH TWO (2) INCHES SHREDDED BARK MULCH THROU6HOUT ENTIRE BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER, BUT BE TOP DRESSED WITH I" COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVERGREEN TREES 14'+ IN HEIGHT AND ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5 FOOT STEEL 'T' STAKES AND GUYED WITH 12 GAUGE, GALVANIZED WIRE AND 1-1/2 INCH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLE55 OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 13. ALL EVER6REEN AND DEGIDUOU5 TREES SHALL BE PROVIDED WITH AN "EARTHEN SAUCER" AT ITS BASE. SAUCERS ARE TO BE CONSTRUCTED HAVING A MINIMUM SHALLOW DEPTH OF FOUR (4) INCHES. 5AUGER5 SHALL BE INSTALLED ON DOWNHILL SIDE ONLY WHEN PLANTING,5 OCCUR ON A HILLSIDE. 14. ALL NEWLY PLANTED TREES d SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH B1050L MIX, ALL-PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN WITH BACKFILL. 15. ALL SOD AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING BEDS WITH ED61N6. ED61N6 SHALL BE Ye' X 4" BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH ED61N6 PINS SPACED EVENLY PER 10' SECTION OF ED61N6. OVERLAP E061N6 BY 14" b SECURE OVERLAPPING 5ECTION5 WITH 2 PINS. E061NG SHALL NOT PROTRUDE ABOVE SURROUNDING FINISHED GRADE BY MORE THAN Y4". 16. ALL PLANTING SHALL BE COMPLETED DURIN6 THE NORMAL 6ROWIN6 SEASON; NO PLANTIN6 SHOULD OCCUR DURING INCLEMENT OR FREEZING WEATHER. Il. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOP501L NATIVE TO THE 51TE 15 PREFERRED IF AVAILABLE. IF TOP501L 15 NEEDED FROM OFFSITE, THE TOP501L AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL b" TOP501L 8 2" COMPOST, AND TOP DRE55 WITH I" COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOP501L TO A DEPTH OF 3" TO ESTABLISH ALL TURF AREAS, SHRUB BEDS, 3 TREE PLANTINGS. A DEPTH OF I" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVEOETATION, AND FOR THE AMENDED BACKFILL OF ALL NEW TREES AND SHRUBS. SCARIFY EXI5TIN6 501L SURFACE PRIOR TO THE ADDITION OF TOPSOIL TO FORM AN ADEQUATE BOND. FOR FINISH 6RADIN6, 501L SURFACE SHOULD BE A LOOSE MOIST SURFAGE. PLANTING SHOULD OCCUR WITHIN 10 DAYS OF SURFACE PREPARATION. 18. PREPARATION OF NATIVE 6RA55 AREAS WILL INCLUDE THE FOLLOWING: 18.1: L005EN 501L TO A MINIMUM OF 4" DEPTH. REMOVE 5TONE5 OVER 2" IN DIAMETER, STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 18.2: DISTRIBUTE I" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. 18.3. GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. 18.4: ONE APPLICATION OF A DI -AMMONIUM PHOSPHATE FERTILIZER, 18-46-0, SHALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 8 LBS. PER 1000 S.F. ICI. ALL DISTURBED AREAS TO BE REVEOETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 LB5. PER ACRE: 15% CREEPING RED FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 30% CANADA BLUE&RA55 10% IDAHO FESCUE 15% SLENDER WHEATORA55 20. MULCH ALL SEED SOWN AREAS WITH I" - 2" OF CERTIFIED WEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TAGKIFIED WITH APPROVED OR6ANIG TAGKIFIER AT THE RATE OF 120 LB5. / AGRE, OR HYDROMULGH. 21. ALL SEED SOWN AREAS ARE TO BE L16HTLY RAKED Y4" INTO THE 501L AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT REOARDIN6 ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLAGIN6 ALL MATERIAL INGLUDIN6 LABOR, DUE TO THE 5ICKNE55 OR DEATH OF A PLANT FOR A PERIOD OF ONE-YEAR FOLLOWNG THE PLANTS INSTALLATION. NURSERY STOCK 15 NOT GUARANTEED AGAINST FLOOD, OWNER NEGLECT, VEHICULAR OR LAWN MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR WILDLIFE). 23. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EX15TINO LANDSCAPED AREA, DAMAGE INCURRED 15 TO BE REPAIRED AT THE CONTRACTORS COST. 8 REGE55ED HALL L16HT FX LUMINAIRE LM -20-L4 -�- II PATH LIGHT 51-V RUSTY SLOT 50 W I ADDRESS MARKER ROPE LIGHT T.B.D. T.B.D. PLANT I NO NOTES � SPEG I E I GAT I ONS: I. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LE&END(5). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE 015CREPAW-IE-5 BETWEEN QUANTITIES AND SYMBOLS SHOWN. 3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INGLUDIN6 THE ROOTS BEFORE BEGINNING WORK. 4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES 3 PESTS. 5. ALL CONTAINERIZED PLANTS NEED TO BE TO ED6E OF CONTAINER 6 HOLD ROOT BALL T06ETHER. 6. PRIOR TO PLANTIN6, THE IRRIGATION 5Y5TEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. 7. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING, A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. S. PERENNIAL BEDS SHALL BE BACKFILLED WITH A 3:1 RATIO OF TOP501L 4 COMPOST TO A DEPTH OF q. ALL TREES SHALL HAVE THE ROOT GROWN PLANTED 2" ABOVE THE 5URROUNDIN6 FINISHED GRADE. ALL 5HRU65 SHALL HAVE THE ROOT GROWN PLANTED I" ABOVE THE SURROUNDING FINISHED GRADE. 10. ALL TREES SHALL HAVE ALL TWINE OR OTHER BINDING MATERIAL REMOVED AROUND GROWN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND BINDING MATERIALS PULLED BACK FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BACKFILLING,. 11. ALL 5HRUB BEDS AND TREE WELLS WILL BE MULCHED WITH TWO (2) INCHES SHREDDED BARK MULCH THROU6HOUT ENTIRE BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER, BUT BE TOP DRESSED WITH I" COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVERGREEN TREES 14'+ IN HEIGHT AND ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5 FOOT STEEL 'T' STAKES AND GUYED WITH 12 GAUGE, GALVANIZED WIRE AND 1-1/2 INCH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLE55 OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 13. ALL EVER6REEN AND DEGIDUOU5 TREES SHALL BE PROVIDED WITH AN "EARTHEN SAUCER" AT ITS BASE. SAUCERS ARE TO BE CONSTRUCTED HAVING A MINIMUM SHALLOW DEPTH OF FOUR (4) INCHES. 5AUGER5 SHALL BE INSTALLED ON DOWNHILL SIDE ONLY WHEN PLANTING,5 OCCUR ON A HILLSIDE. 14. ALL NEWLY PLANTED TREES d SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH B1050L MIX, ALL-PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN WITH BACKFILL. 15. ALL SOD AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING BEDS WITH ED61N6. ED61N6 SHALL BE Ye' X 4" BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH ED61N6 PINS SPACED EVENLY PER 10' SECTION OF ED61N6. OVERLAP E061N6 BY 14" b SECURE OVERLAPPING 5ECTION5 WITH 2 PINS. E061NG SHALL NOT PROTRUDE ABOVE SURROUNDING FINISHED GRADE BY MORE THAN Y4". 16. ALL PLANTING SHALL BE COMPLETED DURIN6 THE NORMAL 6ROWIN6 SEASON; NO PLANTIN6 SHOULD OCCUR DURING INCLEMENT OR FREEZING WEATHER. Il. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOP501L NATIVE TO THE 51TE 15 PREFERRED IF AVAILABLE. IF TOP501L 15 NEEDED FROM OFFSITE, THE TOP501L AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL b" TOP501L 8 2" COMPOST, AND TOP DRE55 WITH I" COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOP501L TO A DEPTH OF 3" TO ESTABLISH ALL TURF AREAS, SHRUB BEDS, 3 TREE PLANTINGS. A DEPTH OF I" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVEOETATION, AND FOR THE AMENDED BACKFILL OF ALL NEW TREES AND SHRUBS. SCARIFY EXI5TIN6 501L SURFACE PRIOR TO THE ADDITION OF TOPSOIL TO FORM AN ADEQUATE BOND. FOR FINISH 6RADIN6, 501L SURFACE SHOULD BE A LOOSE MOIST SURFAGE. PLANTING SHOULD OCCUR WITHIN 10 DAYS OF SURFACE PREPARATION. 18. PREPARATION OF NATIVE 6RA55 AREAS WILL INCLUDE THE FOLLOWING: 18.1: L005EN 501L TO A MINIMUM OF 4" DEPTH. REMOVE 5TONE5 OVER 2" IN DIAMETER, STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 18.2: DISTRIBUTE I" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. 18.3. GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. 18.4: ONE APPLICATION OF A DI -AMMONIUM PHOSPHATE FERTILIZER, 18-46-0, SHALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 8 LBS. PER 1000 S.F. ICI. ALL DISTURBED AREAS TO BE REVEOETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 LB5. PER ACRE: 15% CREEPING RED FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 30% CANADA BLUE&RA55 10% IDAHO FESCUE 15% SLENDER WHEATORA55 20. MULCH ALL SEED SOWN AREAS WITH I" - 2" OF CERTIFIED WEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TAGKIFIED WITH APPROVED OR6ANIG TAGKIFIER AT THE RATE OF 120 LB5. / AGRE, OR HYDROMULGH. 21. ALL SEED SOWN AREAS ARE TO BE L16HTLY RAKED Y4" INTO THE 501L AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT REOARDIN6 ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLAGIN6 ALL MATERIAL INGLUDIN6 LABOR, DUE TO THE 5ICKNE55 OR DEATH OF A PLANT FOR A PERIOD OF ONE-YEAR FOLLOWNG THE PLANTS INSTALLATION. NURSERY STOCK 15 NOT GUARANTEED AGAINST FLOOD, OWNER NEGLECT, VEHICULAR OR LAWN MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR WILDLIFE). 23. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EX15TINO LANDSCAPED AREA, DAMAGE INCURRED 15 TO BE REPAIRED AT THE CONTRACTORS COST. (1) SHRUB TO BE REMOVED I- 00 0 \ 0� / I SPRUCE, PINE, OR TREE TO BE PRESERVED. NUMBER DENOTES TRUNK DIAMETER (IN FEET). w .� 00 N W M Cr U It (D W I— EXISTING ASPEN TREE TO BE PRESERVED. 01 0� a FEET). W d a �CO U Cf) 0 EXISTING SHRUB TO BE PRESERVED. + NUMBER DENOTES DRIPLINE DIAMETER (IN i FEET). - d- M r 1 EXISTING TREE OR SHRUB TO BE REMOVED. 20 X O m PROPOSED CONTOUR O EXISTING CONTOUR LIMITS OF DISTURBANCE cV L V ° O J U M _ Cd �.% ' • - (1) SHRUB TO BE REMOVED �/ co i %,--/ I— IIYL.J 1V LL —(1) ASPEN TO BE REMOVED PLANTING BETWEEN \ \ \ FLAGSTONE STEPPING STONES V ,1 (1) ASPEN TO BE REMOVED Design Review Staff Approval T! By Warren Campbell at 3:13 pm, Nov 26, 2014 OWN OF S RAPH I G LES END DESCRIPTION I- 00 0 \ 0� / I SPRUCE, PINE, OR TREE TO BE PRESERVED. NUMBER DENOTES TRUNK DIAMETER (IN FEET). w .� 00 N W M Cr U It (D W I— EXISTING ASPEN TREE TO BE PRESERVED. • 0� a FEET). W d a 0 0 L U Cf) 0 EXISTING SHRUB TO BE PRESERVED. + NUMBER DENOTES DRIPLINE DIAMETER (IN i FEET). - d- M r 1 EXISTING TREE OR SHRUB TO BE REMOVED. 20 X O m PROPOSED CONTOUR O EXISTING CONTOUR LIMITS OF DISTURBANCE �/ co i %,--/ I— IIYL.J 1V LL —(1) ASPEN TO BE REMOVED PLANTING BETWEEN \ \ \ FLAGSTONE STEPPING STONES V ,1 (1) ASPEN TO BE REMOVED Design Review Staff Approval T! By Warren Campbell at 3:13 pm, Nov 26, 2014 OWN OF S RAPH I G LES END DESCRIPTION I- 00 0 \ EXISTING FIR / I SPRUCE, PINE, OR TREE TO BE PRESERVED. NUMBER DENOTES TRUNK DIAMETER (IN FEET). w .� 00 N W M Cr U It (D W I— EXISTING ASPEN TREE TO BE PRESERVED. • 0� a FEET). W d a 0 0 L U Cf) 0 EXISTING SHRUB TO BE PRESERVED. + NUMBER DENOTES DRIPLINE DIAMETER (IN i FEET). - d- M r 1 EXISTING TREE OR SHRUB TO BE REMOVED. 20 �/ co i %,--/ I— IIYL.J 1V LL —(1) ASPEN TO BE REMOVED PLANTING BETWEEN \ \ \ FLAGSTONE STEPPING STONES V ,1 (1) ASPEN TO BE REMOVED Design Review Staff Approval T! By Warren Campbell at 3:13 pm, Nov 26, 2014 OWN OF S RAPH I G LES END DESCRIPTION / \ I / .II • I 1 / 8 4 O 8 16 24 SCALE: I/8" = I'—O" I- 00 0 \ EXISTING FIR / I SPRUCE, PINE, OR TREE TO BE PRESERVED. NUMBER DENOTES TRUNK DIAMETER (IN FEET). w .� 00 N W M Cr U It (D W I— EXISTING ASPEN TREE TO BE PRESERVED. • NUMBER DENOTES TRUNK DIAMETER (IN a FEET). W d a 0 0 L U Cf) 0 EXISTING SHRUB TO BE PRESERVED. + NUMBER DENOTES DRIPLINE DIAMETER (IN i FEET). - d- M r 1 EXISTING TREE OR SHRUB TO BE REMOVED. 20 X O m PROPOSED CONTOUR O EXISTING CONTOUR LIMITS OF DISTURBANCE / \ I / .II • I 1 / 8 4 O 8 16 24 SCALE: I/8" = I'—O" I- 00 0 00 N M Co O� w .� 00 N W M Cr U It (D W I— o� o- U M rp a 00 W d a 0 0 L U Cf) 0 O O U z a J � �y W - d- M N X O m u O d cV L V ° O J U M _ Cd �.% ' • - _O L � L L U LL 0) 4-J O LIS — Ln N TOV: 10 December 2012 Revised: 3 January 2013 VE Revisions: 6 March 2013 Revisions: 22 August 2014 Revisions: 28 October 2014 Title: PLANTING PLAN )44 Scale: 1/811 /VQQ„ = I'-019 Sheet: L2 © Ceres Plus, LLC. 2012 / A=2 / % 00.3 R=2 L=9� BRG / C Lf 00.1 00.8 00,4 U.0' 0.4' o OD 01 00.4 DRIVE (40' R.O.W,) EDGE OF 03.0 ASPHALT ROAD �K 02.2 03,0 01,4 � � 03.6 � -__,03,9 04,3 _ 04,1 04.3- 1.0' 15' 10' N87'30'49"W 55.66' .8' 10' NOTES: 0�` 1.2' 04 5 1) DATE OF SURVEY: 8/13/12 5, ROCK 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED WALL PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, 5' CS 0.8' OZ 10' \ 15' RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER oo,s FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 01 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL P 1.o ROCK ® / WALL PAVER DRIVEWAY oos 00.1 � / \ \ 0.7' 0 7. \ SWING SET / 00,2 "__1 8300 10 / / oal / CONCRETE x 0011 / ABUTMENT 8300 I / E 99.9x 1.5 y00 I / 4.8 3 -o x 00,430.9 x�3 S N / / 0.5' / 0 1y, O O 1.7 ROCK-' 10' / 00.3 WALL/ 0.3' DIA. � ,7' x 00,3 DRAIN ASPHALT PARKING 0013 1.0' x 00,4 26'7 0 x 0014 GARAGE SLAB FLAGSTONE 0010'` � 00,2 w X00 �- 0.5 GARAGE SLAB N ENTRANCE \ 00.7 9.2 ENTRY 0.8 \ \99.8/ �9S / .3 GM T 0.4' OI W 8300 ° �, LOT 2 EDGE OF \ < \ \ 0.3679 AC. PAVER DRIVE 1 \ 2 1/2 STORY STUCCO/ROCK BUILDING 5 POSTED ADDRESS: 2950 BOOTH CREEK DRIVE 99,7 I a 0o w 15.5 X01, \ a \ CONC. a WALK 00_X 9. - 3.0' \ I 0.5 1. a ENTRY 27.7 00.6 LOT 1 WOOD DECK 8 SFO \ \96 1.0' x 98.8 0 4' ° 5 FLAGSTONE LEGEND \ I WALK WATER VALVE 4 -� 98 �S WATER CURBSTOP FE M-1 ELECTRIC METER ELECTRIC JUNCTION BOX © TELEPHONE PEDESTAL OV CABLE TV PEDESTAL GM GAS METER O SANITARY SEWER MANHOLE LIGHT/LIGHT POLE D4 SPRINKLER VALVE DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER XX DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER x.x' x DENOTES BUSH W/ APPROX. DRIPLINE DIAMETER 41199 HIGHWAY 6 & 24, EAGLE-VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949-1406 13 x 96.9 FND #5 REBAR W/ WASHER x 96.3 SOUTHWEST CORNER LOT 1 PREVIOUSLY FOUND #5 REBAR W/ WASHER I / N I N / � I 0 / I � � 11.7 O O �I m II 5a � TRACT13 0.8 STUCCO 1.2 I g WALL N S FLAGSTONE D 99.3 I \ PATIO N O < I 0 O I COO.4 I I £ 99.2 I �00 to J 22.0 99.5 I LO 99.7 I o I I I Y0.8' x 98.7 I x 98,5 I £ WOOD 1.5' FENCE I I I I 98.6 % �' I % % 30' STREAM I I £ SETBACK I I x 98.8 FND PIN & ALUM. CAP I I LS #27598 (S13'17'32' W 0.93' I EDGE OF x 97,7 FROM CORNER) I BOOTH CREEK \ I O \ I SEWER MANHOLE RIM ELEV=8297.6' I INV. ELEV=8288.6' 97.3 \ I 96.7 x 6 VERY APPROXIMATE LOCATION OF FEMA FLOOD \ HAZARD ZONE AE (1% ANNUAL CHANCEOF FLOODING) 7, PER MAP # 08037C0489D, EFFECTIVE DATE: 12/4/07 / / x 96.5 NOTE: LANDSCAPED LAWN EXTENDS TO x 96.5 0.7' / EDGE OF WATER / TRACT C / 50' STREAM \ SETBACK x 96.3 / \ / / W © g6 / / / / / / / / / Og / EDGE OF / GORE CREEK 2632TOPO.dwg ^� DRN. BY: DJE 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 HEREON. 4) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON FOR ADDITION DESIGN. 5) BASIS OF ELEVATION: NGS CONTROL POINT "SPRADDLE" ELEV=8287' (NAVD88) 6) BASIS OF PROPERTY LINE LOCATION: FOUND MONUMENT AT SW CORNER LOT 2 AND PREVIOUSLY FOUND MONUMENT AT SW CORNER LOT 1 (AS SHOWN AND DECRIBED HEREON) 7) 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. 8) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 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. SURVEYOR'S CERTIFICATE I, Stan Hogfeldt, 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. ------------------------ -- Stan Hogfeldt Colorado P.L.S. 26598 Date: Design Review Staff Approval TOWN OF IL By Warren Campbell at 3:13 pm, Nov 26, 2014 TOPOGRAPHIC SURVEY LOT 2 BLOCK 3 VAIL VILLAGE, ELEVENTH FILING DATE: 8/14/12 TOWN OF VAIL, EAGLE COUNTY, COLORADO PAGE: 1 of 1 JOB No. 2632