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HomeMy WebLinkAboutDRB120587 PLANSSECTION NO. BUILDING \^ SECTION CUT SHEET NO. ---/ � DETAIL NO. DETAIL CUT REFERENCE GRID LINE SHEET NO.____--\xm/ DETAIL CUT SPOT ELEVATION @m|xx. SITE ELEV. ~,,�-0^ EXTERIOR ELEVATION <0 D CD A4 RAWING REVISION ROOM NUMBER LIVING INTERIOR ELEVATION 11-0-00 DOOR MARK 100 A WINDOW MARK MATERIAL LEGE SECTION PLAN SECTION PLAN CONCRETE SOIL/ COMPACTED FILL CONCRETE MASONRY ROCK/ NON-COMPACTED FILL STONE SAND FRAME WALL ------- |U " FINISHED WOOD TILE ROUGH FRAMING OR ROUGH SAWN TRIM ------- GLAZING WOOD BLOCKING -T- GLU-LAM W�:)OD STEEL | ALUMINUM OR PART|CLE BD. QR ------- SHEET METAL L-__J WOOD FIBER BD. 8ATT|NSULATION RIGID INSULATION GYP. WALL BOARD/ ------- ======= ACOUSTICAL CEILING STUCCO/ PLASTER PLYWOOD CARPET Till I� Fleeger Residence AAD Attic Access Dom gALV Galvanized RW Roof Window 2950 Booth Creek Drive, Vail Village Filing 11. Block 3. Lot 2 ADD Addendum 8C General Contractor RO Rough Opening Zone District: Two-Family h daryRasidenhol(PS ADJ Adjacent GL Glass SAN Sanitary Lot io.3S70 acres, equal bo18.O24SF AOR Area ofRefuge /3R Grade SECT Section Allowable GRFA A(3G Aggregate GLB Laminated Wood Beam 8EVV Sewer .48GF/1 SFof site area < 1U.000SFof site area 10.O0Ox040equals AFF Above Finished Floor GYP Gypsum SHT Sheet .3D8Fper 1 SFnf site area x 18'00UGFof site area 5.000 xO38equals ALT AJ0amo0a GVVB Gypsum Wallboard SHLV Shelves .13SF per 1 SFof site area > 10.O0OSFof site area 1.024xO.i3equals ARCH Avohihadnm| HDVV Hardware Sim Similar Total Allowed Gross Residential Floor Area (GRp/) for entire lot 8M 800m HD Head SL Sliding Allowable site coverage in20% of lot BRG Bearing HVAC Heating, Ventilating, 8M Sheet Metal Square Footage Summary Habitable SF QRFA BET Between and Air Conditioning 8TC Sound- Transmission Class Lower Level 2,036 SF 843 8D Board HT Height SPEC Specification Main Level 2.209 8F 2'200 BS Both Sides HWY Highway SO Square Upper Level 2.5348F 2.534 BO Bottom Of H0R Horizontal STD Standard Double Height Area 538 BLDG Building >D Inside Diameter STL Steel Garage over SO08F 282 CAB Cabinet /NT Interior STRUCT Structure (al) Fax: (970)945-0454 Cpt Carpet JT Joint SUB Substitute Fax: (97U846'7G22 CL Centerline LAM Laminate SUPPL Supplement (al) CER Ceramic LAV Lavatory SUSP Suapnnd(ed) pa|mer@a|pineciviioom CLO8 Closet K4FQ Manufacturer TEL Telephone mtn.num CKXU Concrete Masonry Unit K8U Masonry Opening TV Television COL Column MTL K4ebsda| TEMP Tempered CONC Concrete MAX Maximum |E That Is CJ Construction Joint MC Medicine Cabinet THK Thick CONT Continuous K4ECH Mechanical TPH Toilet Paper Holder DP Dampnoofing K4|N Minimum T&G Tongue and Groove DET Detail K8iSC Miscellaneous T&B Top and Bottom D/A Diameter N|C Not |nContract TO Top Of DIM Dimension NA Not Applicable T Tread DVV Dishwasher NTS Not 0aScale TS Tube Steel DN Down OC On Center TYP Typical DR Drain OPG Opening UG Underground D8 Downspout OPP Opposite U.N.O� Unless Noted Otherwise DRNG Drawing O8B Oriented Strand Board UNF|N Unfinished EA Each OD Outside Diameter UBC Uniform Building Code EL Elevation d Penny(naUo.ohn.) USG United States Gage EQ Equal PAF Power Actuated Fostonod \64R yahob|o EXIST Existing pERF Perforated (d) VENT Ventilate EJ Expansion Joint PP8M prefininhad Sheet Metal VIF Verify In Field EXT Exterior PL p|eie VERT Vertical FECABT Fire Extinguisher Cabinet pLVVD p|Y«wo«d VAT Vinyl Asbestos Tile FOC Face OfConcrete PROD Product V Voltage FOS Face UfStud PROJ Project WC Water Closet FIN Finish PROP pmP«dY WP Waterproof FP Fireproof R Radius m'Riser WT Weight FL Floor REF Refer WIN Window FD Floor Drain REFR Refrigerator NV With (cnmb.form) FTG Footing RBNF Reinforce (d) W/O Without FDN Foundation REOD Required WD Wood 8A Gauge RH8M Round Head Sheet Metal Screw RM Room »r�'K���`U��� U ��»r"�~�~���� �~�R--H��K-- U U��� � K ���~� A. THE CONTRACT DOCUMENTS CONSIST (}F THE AGREEMENT, THE GENERAL NOTES, THE SPECIFICATIONS, AND THE OFTHE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY. B. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE CONSTRUCTION PROCESS C. 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. D. 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. E. 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 TO8E MADE |N ADEQUATE TIME A8TO NOT DELAY PROGRESS. F. 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. G. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE 2OO9 INTERNATIONAL RESIDENTIAL CODE OR ANY LOCAL CODE ORORDINANCE. H. 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 0F ALL WORK UNTIL IT IS DELIVERED COMPLETED T0 THE OWNER. {. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED WITH "N.T.S." DENOTES NOT TO SCALE. J. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCH|TECTURAL, STRUCTURAL, MBCHAN|CAL, PLUMBING, AND ELECTRICAL DRAWINGS. Fleeger Residence ARCHITECT CONTRACTOR Matt and CandeeFleeger 2950 Booth Creek Drive, Vail Village Filing 11. Block 3. Lot 2 G64O Spring Valley Rd. P.O. Box 2378 Zone District: Two-Family h daryRasidenhol(PS Lot io.3S70 acres, equal bo18.O24SF Phone: (214)878-U333 Suite A1O3 Allowable GRFA Edwards, CO81G32 maMf@guUc000hwestern.00mo .48GF/1 SFof site area < 1U.000SFof site area 10.O0Ox040equals 4.000 SF .3D8Fper 1 SFnf site area x 18'00UGFof site area 5.000 xO38equals 1.800 SF .13SF per 1 SFof site area > 10.O0OSFof site area 1.024xO.i3equals 133 SF Total Allowed Gross Residential Floor Area (GRp/) for entire lot 0'633 8F Allowable site coverage in20% of lot 3.205 SF Square Footage Summary Habitable SF QRFA SF Edwards, CDO1S32 Lower Level 2,036 SF 843 SF *2 Edwards, CD81O32 Main Level 2.209 8F 2'200 SF 81801 Upper Level 2.5348F 2.534 SF Double Height Area 538 SF Phone: (970)3049-14O8 Garage over SO08F 282 8F°1 Fax: (87O)S26'33S0 Total 6,779 SF 6,404 SF Provided SF Allowed SF Main Unit Garage 8823F°1 800.0 SF Mechanical 185 SF NA SF Site Coverage 3,176 SF 3.205 SF (SRFA 6,404 SF 6.633 SF ^1282SFof Garage Area over the allowable 6O08Fis shown in the GRFAcalculation *2 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 2,036 SF +LOWER LEVEL MECH 185SF)° 38=843SF) Setbacks 20'hnmhnnt 15'hnmaidaa 15'fromrear Patio can extend *»1/2 the distance oy the setback Decks can encroach set back 5' Roof or architectural projections can encroach 4' Height Flat or mansard roofs not ho exceed 3O' Sloping roof not to exceed 33' Garage Allow SDUsq. ft. per unit in addition to allowable GRFA. 882 SF is provided. See *1 for addition to GRFA. Landscape Min OOY&of lot shall ba landscaped which equals 8.G14 SF. 10.2748Fisprovided. 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 im20Y4of lot which equals 3.205 SF. 3.17GSFiopromd�d. MINMW E INFORMATION CODE: 2012|RC.2O12|ECC 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 JEC and as adopted by The Town nf Vail, and an outline nf the proposed R values o[ the assemblies of the building which are defined in the Construction Document Drawings and Spenifioadona: Maximum Glazing U-Factor of .30 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. *Note - Contractor may alternate insulation than blown-in cellulose insulation to achieve equal R-values Ceilings - Requirement of R-49 which is reduced to R-38 per N1 102.2.1 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. 2X12 Roof Assembly ' Provides R-85.5 per the 5/8" plywood over F-255' rigid foam panels over 5/8^plywood over 2x12 filled with blown in R-40.5 cellulose insulation with GWB ceiling with a full R-38 assembly provided over top plate 2. Curved G|u-|am Roof Assembly- Provides R-51.1 per the R'26of the Gi/2" SIP over 18'giu-lamoat48''D.C. with 2xO furring with blown-in R'28.1cellulose 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(7` stone veneer, over 25X8^ insulation panel (5/8" exterior sheathing, R'1O2" rigid foam insulation punalo).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-1 5 of continuous insulation or R-1 3 cavity insulation : Providing R'3G2 per the sum nf the provided R values nfthe R-2O4''rigid foam insulation over the concrete wall with 2x4 wood furring set 1 1/2'` off concrete with 5" of blown in cellulose insulation with R18(R-3.S per inch) and 5/8" drywall exceeds the requirement. Note: R-20 exterior insulation is provided at all below grade conditions. Cravxlspano Wall mt Water Feature Equipment Vault- Requires R-1 0 of continuous insulation or R-1 3 cavity insulation : R-20 exterior insulation is provided from T.O. footing hoT.O. grade and 31/8'' insulation panel (5/8'` exterior sheathing, F-1521/2" rigid foam insulation panels) from T.O. grade hoT.C). Concrete Wall. 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-1 5 for 4' (since the slab is heated)- Provides R-20 exterior insulation from T.O. footing to grade, and the R-1 0 2" 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-10 2" rigid insulation continuous under the slab - ADDITIONAL REQUIREMENTS PER TOWN OFVA|L 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 bn 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 beprovided. 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 CLIENTS ARCHITECT CONTRACTOR Matt and CandeeFleeger BERQLUND ARCHITECTS, LLC TBD G64O Spring Valley Rd. P.O. Box 2378 Dallas, TX75254 210 Edwards Village Blvd Phone: (214)878-U333 Suite A1O3 Alpine EnigneehngInc. Edwards, CO81G32 maMf@guUc000hwestern.00mo Contact: Sean Molloy Contact: Drew Rader Phone. (87U)828-4301 Contact: Steve Pawlak Fax: (87U)92S-43G4 hona@be/g|undarchitecta.onm INTERIOR DESIGNER LANDSCAPE ARCHITECT TBQ Cerem+Landscape Architecture Contact: Scott Sonos P.O. Box 2134 Eagle, CO 81831 Phone: Fax: (970) 262-2162 AJ.0 COVER SHEET SURVEY LANDSCAPE DRAWINGS L4 SITE PLAN L-2 PLANTING PLAN ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A21 AREA CALCS A2.2 DEMO PLAN A3.0 LOWER LEVEL FLOOR PLAN A3.1 MAIN LEVEL FLOOR PLAN A3.2 UPPER LEVEL FLOOR PLAN A3.3 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A4.3 PERSPECTIVES A6.1 DETAILS LIGHTING DESIGNER STRUCTURAL MECHANICAL CIVIL ENGINEER SOILS ENGINEER SURVEYOR ENGINEER ENGINEER T8D K4artin8WorUn.!no. Rader Engineering Alpine EnigneehngInc. HPGeobx:h Eagle Valley Surveying Contact: Sean Molloy Contact: Drew Rader Contact: Glenn Palmer Contact: Steve Pawlak 411Q9 Hwy. S and 24.Eagle Vail 225 Main St. 40690 Hwy. G 34510 Highway 6#A9 5020 County Road 154 P.O. Box 1230 Unit C101 Suite E-1 Edwards, CDO1S32 Glenwood Springs, CO Edwards, CO81632 Edwards, CD81O32 Avon, CO81G28 81801 P ( 928'3390 Ph )Q45-7A88 Phone: (970)3049-14O8 Phone: (O70)020'0UO7 Phone: (87O)845-781O Fax: (87O)S26'33S0 Fax: (970)945-0454 Fax: (97U846'7G22 SKdo|}oy@morbnmarUn' dmader@radanengineehng.00m pa|mer@a|pineciviioom mteva@hpQootach.00m mtn.num US Mail OnIv: P. 0. Box 2378 Physical/ Fedex. 210 Edwards Village Blvd, Bldg A Suite A 103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 . pa REVISION Revision No. Description Revision Date FINAL[]RB SET Issue Date 12/10V12 Drawn by AG Checked by H13 Scale s _ I �Q -Q- EM a A Akl�a x.x' x' 41199 • s BOX 1230 EDWARDS, t i. i WATER VALVE WATER CURBSTOP ELECTRIC METER ELECTRIC JUNCTION BOX TELEPHONE PEDESTAL CABLE TV PEDESTAL GAS METER SANITARY SEWER MANHOLE LIGHT /LIGHT POLE SPRINKLER VALVE 00.0 Q x 00.3 1.0, 10' ".7' d. 0.4' 83Q/ < EDGE OF \ PAVER DRIVE 99.7 k d' C:J# 9, 3.0' LOT 1 DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER DENOTES BUSH W/ APPROX. DRIPLINE DIAMETER C $s \ 15.5 n . 1/ CONC; . ` a a WALK 00 x 1 0.5' 1. '. ENTRY 27.7 0016 X0.0 WOOD DECK a1 x 98,8 FLAGSTONE WALK 98- -°-° 1 x 00.4 7 x 00.4 26 GARAGE SLAB FLAGSI GARAGE N ENlRAi SLAB 9.2 2 ROCK WALL 8300 x 00.1 0.2 �o I 0 0.3' DIA. DRAIN r� a LOT 2 0.3679 AC. 2 1/2 STORY STUCCO /ROCK BUILDING POSTED ADDRESS: 2950 BOOTH CREEK DRIVE. 0.4' t { x 96.9 97. x 96.3 SOUTHWEST CORNER LOT 1 PREVIOUSLY FOUND #5 REBAR W/ WASHER FND #5 REBAR W/ WASHER 99.7 'a x 96.3 x 96.4 5' 104 5' 0.8' t�`L 1V 15' 10 CONCRETE ABUTMENT 99.9 •5,b�y© ( / 30.9 1 1 1 N 0 I p � 11.7 rn t j 5.8 t TRACT B 0..8, STUCCO. WALL •-+ t �F \' f *NE 0 9913 t PA GT10 000,4 99.2 i t 22.0 99.5 t to y � t t a� a.$' x 98.7 1 x 98.5 WOOD ! FENCE ' 1 30' STREAM - * SETBACK 1 1 x 98.8 FND PIN & ALUM. CAP 1 LS #27598 (S13'17'32 "W 0.93' EDGE OF x 97.7 FROM CORNER) BOOTH CRE 1 � Q 1 SEWER MANHOLE RIM ELEV = 8297.6' INV. ELEV = 8288.6' 97.3 j 96.7 x \ 1 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 965 0.7' EDGE OF WATER \ TRACT C 50' STREAM SETBACK '° / j x 96.3 / ' 0 s '• r ./ ® /96 / A� f d� =911032961 r' 4- NOTES: 1) DATE OF SURVEY: 8/13/12 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST .DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN 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 1, Stan Hogfeidt, 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; -an`d -that the survey ccurate and correct to the best of my knowledge. Stan Hogfeidt -� -- - -� -�- Colorado P.L.S. 26598 "\ Date: -- _ GENERAL NOTES: I. CONTRACTOR TO VERIFY F_X1q-nt4& SlTgINFOI d TIOK IW,=INS STRUGTUREZ, UTILITIES, PROPERTY LIDS, LIMITS OF ROAL)HAYS, A10 CAA;09 AND W1717ER, THAT MAY 0`f`Ej,-T THE SCOPE OF WORK PRIOR TO BEGINNING SITE CONSTRUCTION. 2. FAWNS UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT LOCATION. THE LANDSCAPE ARCHITECT 15 NOT RESPONSIBLE FOR THE LOCATION OF UNDERSROMV UTILITIES OR STR1rTLRIES NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER C-OWRACTOR. THE CONTRACTOR SHALL LOCATE ALL UTILITIES A1,117 MAINTAIN THE LOCATION DURING ALL PHASES OF THE WORK. 6E AL. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PAMA6E TO UTILITIES OR STRUCTURES AND ANY INJURIES THEREFROM. RESTORATION OF ANY UTILITIES VAMA6W BY THE CONTRACTOR SHALL BE AT THE CONTRACTOR5 EXPENSE TO THE SATISFACTION OF THE OWNER, ANY ADJUSTMENTS OF PROP05M WORK WILL BE APPROVIW BY LANDSCAPE ARCHITECT. ADJJ57MWM OF PLANT MATERIAL DUE TO CONFLICTS WITH UTILITIES SHALL BE APPROVED 13Y OWNER OR LANDSCAPE ARCHITECT. CALL UNvER6ROUND LOCATES a 800 .422.1487, I WEEK PRIOR To PLANING. 3. PROVIDE OWNER OR LANDSCAPE ARCHITECT WITH NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED SITE 11�RO1(EMENTS. 4 LANDSCAPE CONTRACTOR SHALL, TAKE ALL NECESSARY STEPS AS REWIRED 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 SPEERVFIC• DRAWINGS TAKE PRECEDENCE OVER 6ENERAL NOTES AND TYPICAL DETAILS. 1. NO SUBSTITUTIONS FOR ANY MATERIALS SPECIFIED SHALL BE MADE WITHOUT LAN ESCAPE ARCHITECTS OR OWNERS APPROVAL. 6. IT SHALL HE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO CONFIRM ALL DESIGN CRITERIA AS NOTED BY THE DRAWING OR TECHNICAL SPECIFICATIONS. ANY DISCREPANCIES, DELETIONS, APPITION5, OR ALTERATIONS TO THE DRANNS6 OR 5PECIFICAVON5 SHALL BE PRESENTED IN WRITING To THE PROJECT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14. CIVIL BN64NEERIN9 15 THE RE�-WANLITY OF THE CLIENT OR 6ENERAL CONTRACTOR. 10. 6ENERAL CONTRACTOR TO BRING POU644 GRAM WITHIN +/- 0.25' OF FINISHED GRADE 4 LANDSCAPE CONTRACTOR TO FINISH 6RADE. If. ALL WORK AND PARTS SHALL BE WARRANTIED FOR A MINIMUM OF ONE YEAR FROM DATE OF COMPLETION. 12. A MINIMUM OF AD HOURS NOTICE 19 REWIRED FOR ALL MODIFICATIONS, REVIEW 4 APPROVAL REQUESTS TO LANDSCAPE ARCHITECT. 15. AT cOMP ION OF ALL WORK OUTLINED IN THESE PLANS THE LANDSCAPE CONTRArTOR SHALL CONTACT THE OWNER AND ARP.NNSE A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK 14r5T BE FULLY 64"nETM ACCORDIN6 TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETE IN e0OD WORKMANSHIP MANNER AND KST BE AoCCEPTM 13Y THE OWNER IN WRITINS PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. EROSION GONTROL � SITE PROTEGTION NOTES SPEGIFIGATIONS: 1. SILT FENCE OR MY ]SALES ARE TO BE PLACED AT THE LIMIT OF C4N5TRI)cTIOt4 AS NEEDED TO PREVENT EROSION AND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE A•RZ THE SILT PENCE OR HAY BALES ARE NOT USED. 2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO BE PRESERVED SHALL BE PROTEOTWj AT EVERSREEN. TREES WITH SNOW FENCING AT DRIP -LINE; AT DECIDUOUS TREES USE 91,10H FENCING AT DRIP-LINE. IF YOU CANNOT PROVIDE SNOW 12EW-E a DRIP -LINE DUE TO CONSTRUCTION PROXIMITY, WRAP TRUNK WITH PLASTIC coRRUI&ATED CULVERT SECTIONS TO A HE[ 69HT OF 6- OR TO FIRST MAJOR BRAWN H. IF IT 19 NECESSARY TO DRIVE WITHIN THE DRIP-LINE OF THE TREE, CONTRACTOR SHALL INSTALL 4' OF BARK MULCH OR WOOD CHIP5 19 A RING EXTENDING FROM THE TRUNK To THE TREES DRIP LINE. 5. SPECIAL CARE NEEV5 TO BE TAKEN FOR TREE5 WITHIN CON5TRLvnoN ACCESS ROUTE ANUS WORK AREAS. PLASTIC CORRUGATED CULVERT SECTIONS WITH INTERIOR INSULATION OF 15* MIN. TO SURROUND TREE TRUNK TO A HE[&.rr OF 61 OR TO FIRST MAJOR BRANCH. 4 ERECT AND MAINTAIN TEMPORARY FENCING AROUND TREE PROTECTION ZONES BEFORE STARTING SITE CLEARING. REMOVE FENCE WHEN CONSTRUCTION 15 COMPLETE. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL WITHIN FENCED AREA. DO NOT PERMIT VEHICLES, EWIRIENT OR FOOT TRAFFIC WITHIN FENCED AREA. MAINTAIN FENCED AREA FREE OF HEEDS AND TRASH. 5. DO NOT EXCAVATE WITHIN TREE PROTECTION ZONES, UNLESS OTHERWISE INDICATED. WHERE EXCAVATION FOR NEW CONSTRX-TION 15 REWIRED WITHIN TREE PROTECTION ZONES, HAND CLEAR AND EXCAVATE TO MINIMIZE DAMA,615 To ROOT SYSTEMS. USE NARROW -TINE SPADIN6, FORKS COMET SOIL TO EXPOSE ROOTS NO CLEANLY CUT ROOTS AS CLOSE TO EXCAVATION AS POSSIBLE 51. COVER EXPOSED ROOTS WITH BURLAP AND WATER REGULARLY. 5a. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY RmiRwTw AND COVERED WITH SOIL. 5-3. COAT CUT FACES OF ROOTS MORE THAT 15" IN DIAMETER WITH AN EMULSIFIED ASPHALT OR OTHER APPROVED COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUES. 5.4. 5ACKFILL WITH 501L AS 50ON AS P05515LE 6. ALL 015TURBM AREAS NOT DE516NATED AS 5HRIJ5 BEDS, PERENNIAL BEDS, OR LAW SMALL BE REVESETATED WITH THE SPECIFIED SEW MIXTURE SEE PLANTING NOTE *Iq FOR MORE INFORMATION. 7. PROVIDE SILT FENCE OR SNOW FBIICINS AROU1,V ALL REVESETATED AREAS FOR A MINIMUM OF ONE YEAR PERIOD OF ESTABLISHMENT (TWO YEARS IDEAL), PARTICULARLY FOR SEEDED SHRUES, GRAPH I G LEGEND SYMBOL DESCRIPTION SITE C,0VERA6E STATISTIGS Total Lot 51ze 16,024 s.f. (0.36-14 acre) Building Coverage- 5,145 5.f. EX15TIN(9 SPRUCE, PINE, OR FIR TREE TO BE Driveway Coverage, 2,055 s.f. PRESERVED. NUMBER DENOTES TRUNK k Landscape Area Coverage. DIAMETER (IN FEET). 55.1% of Total Lot Size Impervious Land5cape, Area 1,298 S.f. 14.71% of Landscape Area Pervious Landscape Area 7,524 s.f. w a- 55.3% of Landscape Area EX15TINE, ASPEN TREE To BE PRESERVED. O 0 U z NUMBER DENOTES TRUNK DIAMETER (IN 4�,_ __--STONE 5LAB5TEP5 FEET). -GAS FIRE PIT 0 f AN W- EX15TIN5 SHRUB TO BE PRESERVED. 0 NUMBER DENOTES DRIPLINE DIAMETER (IN FEET). k) EX15TINC7 TREE OR SHRUB TO BE REMOVED. 20 > PROPOSED CONTOUR AN EXISTING CONTOUR 1010 Ili LIMITS OF DISTURBANCE SITE C,0VERA6E STATISTIGS Total Lot 51ze 16,024 s.f. (0.36-14 acre) Building Coverage- 5,145 5.f. 52.1% of Total Lot5lze Driveway Coverage, 2,055 s.f. A 12.e % of Total Lot Size Landscape Area Coverage. 8,822 5.f. 55.1% of Total Lot Size Impervious Land5cape, Area 1,298 S.f. 14.71% of Landscape Area Pervious Landscape Area 7,524 s.f. w a- 55.3% of Landscape Area 0 fe BOULDER RETAININO A"I "A BOULDER ADDRESS MARKER v, 1 4 & WITH ROPE r>OHNLI6HTIN6 \ PORTION OF DRIVE OUT51OF 530 PROPERTY TO BE HEATED ON DIFFERENT ZONE 4'GONG. PAN PER T.O.V. ANN i REGUIREMENT5 -22 2 SNON 57ORA OE: X 2.25 125 + Zk, HEATED CON6'RETE DJ;,,'IVE/ /,4 M- 66uRr 0 J OEV Ap 1'r�, Vol f "Na P "I ly Lt- -7- II FLAGSTONE TERRAGE (TYP) FLAOSTONE STEPS - MAIN LEVEL FFE: a50535 HEATED FLAGSTONE DRIVE $ ENTRY LOWER LEVEL FFE: &2Cl2.7q _.-5TONE VENEER HALL" f + + t :5.25 &AS METER q4. ?_j _4 _j 2 1 V I b �140_A + SILT FENGE ALONG " -1M- M-IT5 �� ,, OF P15TURBAN E @ EAST, ...... 033 + + + O.q2 + 15- - s- I r Tr=-s E 7 5 -AC K tw: 1 .0 e q 5 V >> \ I 5300 Sw 5301 -777 . ..... T p" z "M . ............. 'y sam, - -.•w': ... PROPERTY 0 `400, j FLAGSTONE STEPS FLAGSTONE TERRAGE (TYP) LIMITS OF DISTURBANGE (TYP) (I M - MWIR ll FLA05TONESTEFFINO STONE PATH HATER FEATURE HALL OAS GRILL $OUTDOOR KITCHEN SOUTH 4i HE5T T';ORTION5 OF PROPERTY . .... co (14 . ...... . A 00 w C4 In a, V_ O� w F_ 'CO w a- 0 fJ co a O 0 U z 4�,_ __--STONE 5LAB5TEP5 -GAS FIRE PIT 0 f AN W- Q. 0 -0 41 0 0 0 _j U > 0 AN 1010 Ili U LL (2) 855 ih, Aft b 0 CO > C) - Ln EV LL > r- 0% 4 TOV: 10 December 2012 STONE 5PA BETA ININC _____-5OULDER HATER FEATURE- SET E3AGK f 2' FROM PROPERTY LINE 5O' STREAM SETBACK Title: BOULDER HATER FEATURE SITE PLAN LIMITS OF D15TURBANGE Scale: 1/8 it = I #-Off (TYP) Sheet: L 1 SILT FENGE ALONa LIMITS Ceres Plus, LLC. 2012 OF DISTURBANGE @ EAST, SOUTH $ NEST PORTIONS OF z PROPERTY 1 OD y" z V CORE CREEK co (14 00 w C4 In a, V_ O� w F_ 'CO w a- 0 fJ co a O 0 U z 4�,_ r4 co 0 Q. 0 -0 41 0 0 0 _j U > 0 AN 1010 Ili U LL (2) ih, Aft b 0 CO > C) - Ln EV LL > r- 0% 4 TOV: 10 December 2012 Title: SITE PLAN Scale: 1/8 it = I #-Off Sheet: L 1 Ceres Plus, LLC. 2012 PLANT LEO END SYMBOL 0-rr. BOTANICAL NAME COMMON NAME 512E 2 1 PICEA PUNC-aM I PICEA PUNOEN5 COLORADO SPRUCE 10, 14T. COLORADO SPRUCE 12, HT. L10HTING, LEOEND SYMBOL 0TY, DESCRIPTION MANUFACTURER MODEL 2 5ORBARIA SOR51FOLIA URAL FALSE SPIREA 5 GAL. PRESERVED. NUMBER DENOTES TRUNK 5 CALAMAeROSTIS ACUTIFLORA 'KARL FOER5TER' FEATHER REED 6RA55 5 &AL. o 11 HELICTOTRICHON I 5EMPERVIRENS BLUE AVENA 6RA55 5 &AL• extemNIS A--,PEN TREE To BE PRESERVED. I ADDRESS MARKER ROPE LIGHT 200 - A55ORTED &ROUND COVERS AND PERENNIAL FLO)^IER5 1 6AL. 15 FLATS EXISTING SHRUB TO BE PRESERVED. 4" NUMBER DENOTES DRIPLINE DIAMETER (IN FESCUE SOD MIX FEET). Nt, w \q6 REVE&ETATE ALL DISTURBED AREAS WITH NATIVE ORA55 4 HWFLOI^EFZ SEED MIX 20 L10HTING, LEOEND SYMBOL 0TY, DESCRIPTION MANUFACTURER MODEL PLANTINO NOTES $ 5PEGIFI GAT IONE: 1• THE PLANTING PLAN 15 DIA6RAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOHN ON THE PLANTIN6 LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT OVANTITIES SFEGIFIED HITHIN THE LESEND(5). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES 515THEIEN GJANTITIES AND SYMBOLS SHOW 3. LANDSCAPE CONTRACTOR 5HALL APPLY A CONTACT HERBICIDE, MERE HEI-=DS ARE PRE-SEW, PER MANUFACTURERS SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTINCv OR IRR16ATION HORK. NEEDS SHALL BE AL14)HED To COMPLETELY DIE SACK, INCLUDIN& THE ROOTS BEFORE BESINNINS, HORK. 4. PLANTS SHALL EA4151T HEALTHY 6ROWTH AND BE FREE OF DISEASES 4 PESTS. 5. ALL CONTAINERIZED PLANTS NEED TO BE TO EDGE OF CONTAINER 4 HOLD ROOT BALL TO&ETHER. 6. PRIOR TO PLANTING, THE IRRI&ATION SYSTEM SHALL M FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. 1. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. 81. PERENNIAL BEDS SHALL BE EIACKFILLED HITH A 311 RATIO OF TOPSOIL 4 COMPOST TO A DEPTH OF 5'. q. ALL TREES SHALL HAVE THE ROOT CROHN PLANTED 2' ABOVE THE SURROUNDING FINISHED 6RADE. ALL SHRUBS SHALL HAVE THE ROOT CROHN PLANTED I' ABOVE THE SURR4)UNVIN6, FINISHED 6RADE. 10, ALL TREES SHALL HAVE ALL THINE OR OTHER 5MIN6 MATERIAL REMOVED AROUND CROHN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND 51NDIN& MATERIALS PULLED EfAr-K FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BACKFILLIN6. 11. ALL SHRUB, BEDS AND TREE NEWS KILL BE MULCHED HITH THO (2)' INCHES 5HREDVEV BARK MULCH THROU6HOUT ENTIRE BED • PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER BUT BE TOP DRESSED KITH I' COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVER6fZEEN TREES 14'+ IN HE16W AND ALL DECIDUOUS TREES ARE TO BE STAKED HITH 5 FOOT STEEL 'r STAKES AND GUYED NTH 12 6AV6E, GALVANIZED HIRE AND 1-1/2 INCH HIDE 6REEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLESS OTHERWISE APPROVED BY OMER OR LANDSCAPE ARCHITECT. 13. ALL EVER6REEN AND DECIVU005 TREES SHALL BE PROVIDED HITH AN "EARTHEN SAA)GER" AT ITS BASE• 5AIrER5 ARE TO BE CONSTRUCTED HAVING A MINIMUM 5HALLON DEPTH OF FOUR (4) INCHES. SAUCERS SHALL BE INSTALLED ON DOWNHILL SIDE ONLY MEN PLAWIN66 OCCUR ON A HILLSIDE. 14. ALL NE5ALY PLANTED TREES & 5HRIJBIS SHALL BE FERTILIZED AT THE TIME OF PLANTIN6 KITH 510501- MIX, ALL-PURP05E FERTILIZER PER MANUFACTURERS SPECIFICATIONS. FERTILIZER TO BE MIXED IN HITH BACKFILL. 15. ALL WO AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING SE79 HITH EDGING. EDGING SHALL BE Ya" X 4' BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH ED&INO PM 5FACW EVENLY PER 10`5ECTION OF Welke. OVERLAP EDeIN6 BY 14' 4 SECURE OVERLAPPING SECTIONS KITH 2 PINS. ED61N6 SHALL NOT PROTRUDE ABOVE WZRjOLMIN& FINISHED 6RADE BY MORE THANY4. 16. ALL PLANTING SHALL BE COMPLETED DURING THE NORMAL 6ROHIN6 SEASON, NO PLANTIN6 SHOULD OCCUR DURING INCLEII� M FREEZING HEATHER. 171. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMP05T TO THE SITE. TOPSOIL NATIVE TO THE SITE 15 PREFERRED IF AVAILABLE. IF TOPSOIL 15 NEEDED FROM OFF51TE, THE TOPSOIL AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR ONNEIR REPRE:5EWATIVE PRIOR TO DELIVERY, TILL 6- TOPSOIL 4 2' COMP05T, AND TOP PRESS HITH I" COMP05T FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 5- TO ESTABLISH ALL TURF AREAS, SH11:48 BEPS, 4 TREE PLANTINSS. A DEPTH OF I' FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVE6ETATION, AND FOR THE AMENDED BACKFILL OF ALL NEW TREES AND 5HRUe6. SCARIFY EX15TIN6 SOIL SURFACE PRIOR TO THE ADDITION OF TOP501L TO FORM AN ADEQUATE BOND. FOR FINISH 6RAIDIN6, 501L SUI;?J--A0E SHOULD BE A LOOSE MOIST SURFACE. PLANTING 5FOULD OCCUR HITHIN 10 DAYS OF SURFACE PREPARATION. 0. PREPARATION OF NATIVE 6RA,59 AREAS HILL INCLUDE THE FOLLOHINe. 15.11 LOOSEN SOIL TO A MINIMUM OF 4" DEPTH. REMOVE STONES OVER 2' IN DIAMETER, 5TICK5, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 0.2. DISTRIBUTE I* OF TOP501L TO BE CULTIVATED INTO NATIVE SOIL. 163- 6RADE AREAS TO A SMOOTH, FREE DRAININS, EVEN SURFACE MT14 A LOOSE, MODERATELY COARSE TEXTURE REI•1OVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. 15.4. ONE APPLICATION OF A DI-AMMONIUM PHOSPHATE FERTILIZER, 16-46-0,5RALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 5 LBS. PER 1000 SJ=. 1q. ALL DISTURBED AREAS TO BE REVEeETATED KITH NATIVE 6RAS5 SEED MIX SOWN HITH THE FOLLONINS MIX AT A RATE OF 42 LEIS, PER ACRE. 15% CREEP NI9 RE!') FESCUE 5% SHEEP 1= 25% ARIZONA FESCUE 50% CANADA 5LUE6RA55 096 IDAHO FESCUE 5% 5LENDM HHEAT6RA55 20. MULCH ALL SEED SOHN AREAS HM I' - 2" OF CERTIFIED HEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TACKIFIED HITH APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 L55. / ACRE, OR HYI:)ROMULCH. 21. ALL SEED SOHN AREAS ARE TO BE L16 MY RAKED Y4' INTO THE SOIL AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S HIRITTEN DOCUMENT RE65ARDIN6 ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE ONNER• EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACIN& ALL MATERIAL INCLUDIN6 LABOR, DUE TO THE SIc4*,IES5 OR DEATH OF A PLANT FOR A PERIOD OF ONE-YEAR FOLLOKIN9 THE PLANTS INSTALLATION. NURSER( STOCK 19 NOT 6UARANTEED AGAINST FLOOD, OkNER NEeLEGT, VEHICULAR OR LAM MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR HILDLIM. 25. CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF EXISTINS, LANDSCAPED AREA, DAMA6E INCURRED 19 TO BE REPAIRED AT THE CONTRACTOR'S COST. & RECESSED WALL LIGHT FX LUMINAIRE LM-20-L4 PRESERVED. NUMBER DENOTES TRUNK 11 PATH LIGHT 51-V RU51Y SLOT 50 10 UNDERWATER LIGHT FX LUMINAIRE LL-31 ED-135 extemNIS A--,PEN TREE To BE PRESERVED. I ADDRESS MARKER ROPE LIGHT T.5•. T.13•. PLANTINO NOTES $ 5PEGIFI GAT IONE: 1• THE PLANTING PLAN 15 DIA6RAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOHN ON THE PLANTIN6 LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT OVANTITIES SFEGIFIED HITHIN THE LESEND(5). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES 515THEIEN GJANTITIES AND SYMBOLS SHOW 3. LANDSCAPE CONTRACTOR 5HALL APPLY A CONTACT HERBICIDE, MERE HEI-=DS ARE PRE-SEW, PER MANUFACTURERS SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTINCv OR IRR16ATION HORK. NEEDS SHALL BE AL14)HED To COMPLETELY DIE SACK, INCLUDIN& THE ROOTS BEFORE BESINNINS, HORK. 4. PLANTS SHALL EA4151T HEALTHY 6ROWTH AND BE FREE OF DISEASES 4 PESTS. 5. ALL CONTAINERIZED PLANTS NEED TO BE TO EDGE OF CONTAINER 4 HOLD ROOT BALL TO&ETHER. 6. PRIOR TO PLANTING, THE IRRI&ATION SYSTEM SHALL M FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. 1. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. 81. PERENNIAL BEDS SHALL BE EIACKFILLED HITH A 311 RATIO OF TOPSOIL 4 COMPOST TO A DEPTH OF 5'. q. ALL TREES SHALL HAVE THE ROOT CROHN PLANTED 2' ABOVE THE SURROUNDING FINISHED 6RADE. ALL SHRUBS SHALL HAVE THE ROOT CROHN PLANTED I' ABOVE THE SURR4)UNVIN6, FINISHED 6RADE. 10, ALL TREES SHALL HAVE ALL THINE OR OTHER 5MIN6 MATERIAL REMOVED AROUND CROHN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND 51NDIN& MATERIALS PULLED EfAr-K FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BACKFILLIN6. 11. ALL SHRUB, BEDS AND TREE NEWS KILL BE MULCHED HITH THO (2)' INCHES 5HREDVEV BARK MULCH THROU6HOUT ENTIRE BED • PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER BUT BE TOP DRESSED KITH I' COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVER6fZEEN TREES 14'+ IN HE16W AND ALL DECIDUOUS TREES ARE TO BE STAKED HITH 5 FOOT STEEL 'r STAKES AND GUYED NTH 12 6AV6E, GALVANIZED HIRE AND 1-1/2 INCH HIDE 6REEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLESS OTHERWISE APPROVED BY OMER OR LANDSCAPE ARCHITECT. 13. ALL EVER6REEN AND DECIVU005 TREES SHALL BE PROVIDED HITH AN "EARTHEN SAA)GER" AT ITS BASE• 5AIrER5 ARE TO BE CONSTRUCTED HAVING A MINIMUM 5HALLON DEPTH OF FOUR (4) INCHES. SAUCERS SHALL BE INSTALLED ON DOWNHILL SIDE ONLY MEN PLAWIN66 OCCUR ON A HILLSIDE. 14. ALL NE5ALY PLANTED TREES & 5HRIJBIS SHALL BE FERTILIZED AT THE TIME OF PLANTIN6 KITH 510501- MIX, ALL-PURP05E FERTILIZER PER MANUFACTURERS SPECIFICATIONS. FERTILIZER TO BE MIXED IN HITH BACKFILL. 15. ALL WO AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING SE79 HITH EDGING. EDGING SHALL BE Ya" X 4' BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH ED&INO PM 5FACW EVENLY PER 10`5ECTION OF Welke. OVERLAP EDeIN6 BY 14' 4 SECURE OVERLAPPING SECTIONS KITH 2 PINS. ED61N6 SHALL NOT PROTRUDE ABOVE WZRjOLMIN& FINISHED 6RADE BY MORE THANY4. 16. ALL PLANTING SHALL BE COMPLETED DURING THE NORMAL 6ROHIN6 SEASON, NO PLANTIN6 SHOULD OCCUR DURING INCLEII� M FREEZING HEATHER. 171. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMP05T TO THE SITE. TOPSOIL NATIVE TO THE SITE 15 PREFERRED IF AVAILABLE. IF TOPSOIL 15 NEEDED FROM OFF51TE, THE TOPSOIL AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR ONNEIR REPRE:5EWATIVE PRIOR TO DELIVERY, TILL 6- TOPSOIL 4 2' COMP05T, AND TOP PRESS HITH I" COMP05T FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 5- TO ESTABLISH ALL TURF AREAS, SH11:48 BEPS, 4 TREE PLANTINSS. A DEPTH OF I' FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVE6ETATION, AND FOR THE AMENDED BACKFILL OF ALL NEW TREES AND 5HRUe6. SCARIFY EX15TIN6 SOIL SURFACE PRIOR TO THE ADDITION OF TOP501L TO FORM AN ADEQUATE BOND. FOR FINISH 6RAIDIN6, 501L SUI;?J--A0E SHOULD BE A LOOSE MOIST SURFACE. PLANTING 5FOULD OCCUR HITHIN 10 DAYS OF SURFACE PREPARATION. 0. PREPARATION OF NATIVE 6RA,59 AREAS HILL INCLUDE THE FOLLOHINe. 15.11 LOOSEN SOIL TO A MINIMUM OF 4" DEPTH. REMOVE STONES OVER 2' IN DIAMETER, 5TICK5, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 0.2. DISTRIBUTE I* OF TOP501L TO BE CULTIVATED INTO NATIVE SOIL. 163- 6RADE AREAS TO A SMOOTH, FREE DRAININS, EVEN SURFACE MT14 A LOOSE, MODERATELY COARSE TEXTURE REI•1OVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. 15.4. ONE APPLICATION OF A DI-AMMONIUM PHOSPHATE FERTILIZER, 16-46-0,5RALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 5 LBS. PER 1000 SJ=. 1q. ALL DISTURBED AREAS TO BE REVEeETATED KITH NATIVE 6RAS5 SEED MIX SOWN HITH THE FOLLONINS MIX AT A RATE OF 42 LEIS, PER ACRE. 15% CREEP NI9 RE!') FESCUE 5% SHEEP 1= 25% ARIZONA FESCUE 50% CANADA 5LUE6RA55 096 IDAHO FESCUE 5% 5LENDM HHEAT6RA55 20. MULCH ALL SEED SOHN AREAS HM I' - 2" OF CERTIFIED HEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TACKIFIED HITH APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 L55. / ACRE, OR HYI:)ROMULCH. 21. ALL SEED SOHN AREAS ARE TO BE L16 MY RAKED Y4' INTO THE SOIL AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S HIRITTEN DOCUMENT RE65ARDIN6 ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE ONNER• EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACIN& ALL MATERIAL INCLUDIN6 LABOR, DUE TO THE SIc4*,IES5 OR DEATH OF A PLANT FOR A PERIOD OF ONE-YEAR FOLLOKIN9 THE PLANTS INSTALLATION. NURSER( STOCK 19 NOT 6UARANTEED AGAINST FLOOD, OkNER NEeLEGT, VEHICULAR OR LAM MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR HILDLIM. 25. CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF EXISTINS, LANDSCAPED AREA, DAMA6E INCURRED 19 TO BE REPAIRED AT THE CONTRACTOR'S COST. (1) 5HRUE3 TO BE- REMOVED 01 .0 "'Or (1) A5PEN TO\, BE REMOVED e0o -a3 IV P-, ILI 'LI 2 % �-- / I I I v- ✓ I V 2.,.'L- .. ..... ...... T (1) ASPEN TO BE REMOVED I 1%-IIN EXISTING SPRUCE, PINE, OR FIR TREE TO BE ANN-- PRESERVED. NUMBER DENOTES TRUNK j DIAMETER (IN FEET). OD 474 Ot + 44 ID 00 extemNIS A--,PEN TREE To BE PRESERVED. A A1111111L LLj NUMBER DENOTES TRUNK DIAMETER'(I14 FEET). v cp� ti Uj EXISTING SHRUB TO BE PRESERVED. 4" NUMBER DENOTES DRIPLINE DIAMETER (IN < FEET). LU 0- \q6 EX15TIN6 TREE OR SHRUB TO BE REMOVED. 20 0 0 v PROPOSED CONTOUR EX15TIN& CONTOUR LIMITS OF DISTURBANCE Co it 0 4J 0 -a cd Cq L- 4-1 0 0 0 J U A01 1k - rn cd U > (1) 5HRUE3 TO BE- REMOVED 01 .0 "'Or (1) A5PEN TO\, BE REMOVED e0o -a3 IV P-, ILI 'LI 2 % �-- / I I I v- ✓ I V 2.,.'L- .. ..... ...... T (1) ASPEN TO BE REMOVED I 1%-IIN .... ...... '10 1� I �: 'N fI'D i U" z v x. EXISTING SPRUCE, PINE, OR FIR TREE TO BE ANN-- PRESERVED. NUMBER DENOTES TRUNK j DIAMETER (IN FEET). OD 474 Ot + 44 ID 00 extemNIS A--,PEN TREE To BE PRESERVED. A A1111111L LLj NUMBER DENOTES TRUNK DIAMETER'(I14 FEET). v cp� ti Uj EXISTING SHRUB TO BE PRESERVED. 4" NUMBER DENOTES DRIPLINE DIAMETER (IN < FEET). LU 0- 0 EX15TIN6 TREE OR SHRUB TO BE REMOVED. 20 0 0 v PROPOSED CONTOUR EX15TIN& CONTOUR LIMITS OF DISTURBANCE .... ...... '10 1� I �: 'N fI'D i U" z v x. OD 474 Ot + 44 ID 00 A A1111111L LLj rq Cr 0 v cp� ti Uj cc %0 < OD LU 0- 0 0 en 0 0 0 v z C4 Co it 0 4J 0 -a cd Cq L- 4-1 0 0 0 J U A01 1k - rn cd U > 0 u� m a LL 0) Co 0 0 C)o > (:) LL = Ln tv > C- Cj% 4 TOV: 10 December 2012 Title; PLANTING PLAN Scale: 1/811 = 11 -felt Sheet: Q Ceres Plus, LLC. 2012 \ DRAIN �� wm�R vALvE \ ELECTR|� �ETER 0 ELECTR/C IUmC�0m BOx 1E \ �� - Eli C�BLE Tv pEDESTAL TREE C�5 wEr�R rc--,) �) � L/G*T/L/CxT POLE SPRINKLER vALvE \ *XY D[N0TE5 CON�ER0U5 TREE wy APPROX. TRUNK D|AMETER � \ mm � � \ � /' �� c� ' ^ le 0,4' / . �� u x � O' 10' 20' 30' ����N� `` ��) \ > / Co Z\=25~22'52^ / R= 230.00' . / L=98.0 1' ' 2", � 1511'4111i� ,,..:,..,,. METER LOCATIC . .... . .. 04".-, , | -_ . � . / / `` � / \ � � / 1� / BOOT CREEK DRIVE � \ �? ! @ . 9/ / U? / ~ 1�SET8/C�� FROM EDGE OFSTREET i !* / FOR RETA�|NGY�LLSAND OTHER *VNHEATED CONCRETE PAN / PERMANENT UQGTRUCT0w3Ie / \ / SIDES) i [0U0B� � � V8EToACK FROM STREET FOR HATCHED REGION SHOWS DR|vEVvAYSNOVVMELT / GHnUeSpEnEwm�L���mU�-B HEAT ` ` / ETC. SEPARATE ZONE AND LABELED AJ THE CONTROL BOX / DRAIN �� wm�R vALvE wmTER �uR8STOp ELECTR|� �ETER 0 ELECTR/C IUmC�0m BOx 1E rE�EPH,0NE PEDESTAL �� - Eli C�BLE Tv pEDESTAL TREE C�5 wEr�R rc--,) �) 3W;TxR,SE*'ER mAw�Oi-E L/G*T/L/CxT POLE SPRINKLER vALvE `` ��) \ > / Co Z\=25~22'52^ / R= 230.00' . / L=98.0 1' ' 2", � 1511'4111i� ,,..:,..,,. METER LOCATIC . .... . .. 04".-, , | -_ . � . / / `` � / \ � � / 1� / BOOT CREEK DRIVE � \ �? ! @ . 9/ / U? / ~ 1�SET8/C�� FROM EDGE OFSTREET i !* / FOR RETA�|NGY�LLSAND OTHER *VNHEATED CONCRETE PAN / PERMANENT UQGTRUCT0w3Ie / \ / SIDES) i [0U0B� � � V8EToACK FROM STREET FOR HATCHED REGION SHOWS DR|vEVvAYSNOVVMELT / GHnUeSpEnEwm�L���mU�-B HEAT ` ` / ETC. SEPARATE ZONE AND LABELED AJ THE CONTROL BOX / _� �111 , � All`\ , I., ;,.",�- lere '... , ,�� 11 ., �, ,,- ��', I / _K, ,, ., �, ., ., X , , ,,'. X ' ' �, �",." .,.,"., , .1 , -I' -I' � 1/1 : � I ­­ 1 / , ­. nv�" 7 DENOTES DEC|DU0US _� �111 , � All`\ , I., ;,.",�- lere '... , ,�� 11 ., �, ,,- ��', I / _K, ,, ., �, ., ., X , , ,,'. X ' ' �, �",." .,.,"., , .1 , -I' -I' __- t � � W: ; � :- o 7 , , I I ...., � -1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROS ON ONTROL NOTES - I �, . 1) 9X1,9 Ex�\ I ...... . .- i I ; � GRADE ARE PROPOSED. SEE ELEVATIONS AND REFLECTED CEILING PLANS FOR TYPE, LOCATION AND V �, � ` �:, INE — —\ — — — — ----j�-Top�- — — — _ A 83U1 , , - ... � i A,il , I �\� . ..... _1/ I � 3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): "I "' �� �.� 1, I S � I "s ,�? , I" -� 11­'�`, ".."',�:"..'.,�,"*\ I � "J /,/,,.....,� , I 11 / I � MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE 1. I C\) - �� > �, f 1. , -, - , ", ..'' I \ \ 1, , 'oe 11 \ I - / kf��, , , - -11 / I , , i . . : � / 5.) TOTAL NUMBER OF TREES AND BUSHES BEING REMOVED IS 20: (7) ASPENS TO BE R�m6v�,,- `.,'.� '. ., , LOWER LEVEL FINISHED FLOOR @ 8292'- 9 1/2 �� \ " : � 8.) TRIM EXISTING TREES AT DRIVEWAY ENTRANCES AS REQUIRED TO COMPLY WITH TOWN OF VAIL CODE . / \ / /, I'- X11" "I I 'N \ \ \\ \ -\ , \ X , \ . � » \ \ (\ / ^ . / \ \ � � . o. ` \ / k \ i\ / � � � { - � \ \ ' «� ! '' � n \ � ( \ \ \ ` � \ � \ \ � � . \� � \ \ \ � \ \ I 1, \ \ \�\~� 4 � \ \`\\\�\\'i n� `\5��1" >\ \J^�� ° . . \ \ �` \ \ \ 1. ' \ � \ \ 8 � ' « \ \ � ` �; * \ � \ ov * \ � \ 11 � _ \ ��' ! � / \\ � � \ - \ \ / /' � � \ \ \ I I z " I :, � .. �_: ".. I a EXISTING EAGLE RIVER WATER - mmELEv @uzo/s` \ \ \ u� � �� � \ \ U� / - � � ` I \ \ \ ' - \ ` ' \ � �� /"- \ � z \ \ \ � _' \ \ � , \ ~ \ \ / ` \ \ ' !� // \ \ h^ � * \ \ \ / ~ ' - ` ° +m , ^ ° � ^ ~ \ \ ~ � � / - ~~ � \ \ \ \ \ - \ ` 1\1 � � ~ ' � ` * � ` \ - \ \ ! ~~~ BOULDERS AND WATER \ \ FEATURE -~`'~~� "^' ' ~ k \ ^ \ �v�nr�o�pnop�nTYUws \ � � \ _ ROCK __-- ' \ ' \ GUTTER DAYLIGHTS. PROVIDE ' � \ ^ \ \ ^ . \ \ TRACE FROM END OF GUTTE .� ~`'^="~^^"-~`'"~°"' ` \ � i \ \ ^ BURIED __- DOWNSPOUT \ - \ AND THROUGHOUT ~~''^`'^ \ ^ '/ \ \ \ \ 1-11" � \ \ ^ o/ ' / \ i \ ' ~ \ ^ \ \ \ ~ / \ \ - ` ~ \ + \ / � « \ \ ,` ____ v ~ \ �� \� � ' � \ � 1. \ ' /^ | J mewums��TvCqww�CTOweOx ~~� / \ ' \ \ - °�� . 0 / I 1. G`� � � ~~ � / | \ ~ » \ ' _11 ^ ' � ~' .~ ~./ ` / \ �~ '- _ - _ _' -� -- -- -~ '. ' ,' '/ � � '~ .~ '^ '' �n~ ^ � '~ '~^ ~,\ w � ./ � ~_ � ~~' ' �� / ^ /--'~ \ ' / * ' \ '' \ ~~~' � .�. \ ' � '' ' /, '/ - \ ~~/ � ^ �' '~ ~�� ~, � � ..,..�_, \ ' ' � - ^~�� '' �" ~- ~' -- -- _ ~° "\",.--,,---- *r ,- ~~ � 1�' 6~~ -' _�x ~. '- '~ � � ^ -~ + �'' '- � ~' . �-~ �� . +~ � ' ~ ° ~~ ~ - .�� ­­ ^. ° .. ' �', � .~ � Z '- �� . � '~ ''' - � ~ � ' 1` � / � '' � df � ` ~ / � �� �� ' ~~ {� _ ._­ � � ~,, r — ~ .~ � ,/' ~' � � ° ��� '' , ' /' � ���^ -- '_ -- _' '' ' � ,' � / Z 0 ~~ ', � ~. � �� ~'~~ � ,<_.o.1__ �~ /~ '^'. �� ~'� �- ~''' � '- �� ~',' ��° �� �� ~__ US Mail Onlv: P. 0. Box 2378 Physical/ Fedex: 21 0 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 FINAL DRB SET Issue Date 12Y10V12 Drawn by AG Checked by HB Scale As indicated DENOTES DEC|DU0US TREE V/ APPROX. TRUNK DIAMETER 'n���' X, X, *XY D[N0TE5 CON�ER0U5 TREE wy APPROX. TRUNK D|AMETER __- t � � W: ; � :- o 7 , , I I ...., � -1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROS ON ONTROL NOTES - I �, . 1) 9X1,9 Ex�\ I ...... . .- i I ; � GRADE ARE PROPOSED. SEE ELEVATIONS AND REFLECTED CEILING PLANS FOR TYPE, LOCATION AND V �, � ` �:, INE — —\ — — — — ----j�-Top�- — — — _ A 83U1 , , - ... � i A,il , I �\� . ..... _1/ I � 3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): "I "' �� �.� 1, I S � I "s ,�? , I" -� 11­'�`, ".."',�:"..'.,�,"*\ I � "J /,/,,.....,� , I 11 / I � MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE 1. I C\) - �� > �, f 1. , -, - , ", ..'' I \ \ 1, , 'oe 11 \ I - / kf��, , , - -11 / I , , i . . : � / 5.) TOTAL NUMBER OF TREES AND BUSHES BEING REMOVED IS 20: (7) ASPENS TO BE R�m6v�,,- `.,'.� '. ., , LOWER LEVEL FINISHED FLOOR @ 8292'- 9 1/2 �� \ " : � 8.) TRIM EXISTING TREES AT DRIVEWAY ENTRANCES AS REQUIRED TO COMPLY WITH TOWN OF VAIL CODE . / \ / /, I'- X11" "I I 'N \ \ \\ \ -\ , \ X , \ . � » \ \ (\ / ^ . / \ \ � � . o. ` \ / k \ i\ / � � � { - � \ \ ' «� ! '' � n \ � ( \ \ \ ` � \ � \ \ � � . \� � \ \ \ � \ \ I 1, \ \ \�\~� 4 � \ \`\\\�\\'i n� `\5��1" >\ \J^�� ° . . \ \ �` \ \ \ 1. ' \ � \ \ 8 � ' « \ \ � ` �; * \ � \ ov * \ � \ 11 � _ \ ��' ! � / \\ � � \ - \ \ / /' � � \ \ \ I I z " I :, � .. �_: ".. I a EXISTING EAGLE RIVER WATER - mmELEv @uzo/s` \ \ \ u� � �� � \ \ U� / - � � ` I \ \ \ ' - \ ` ' \ � �� /"- \ � z \ \ \ � _' \ \ � , \ ~ \ \ / ` \ \ ' !� // \ \ h^ � * \ \ \ / ~ ' - ` ° +m , ^ ° � ^ ~ \ \ ~ � � / - ~~ � \ \ \ \ \ - \ ` 1\1 � � ~ ' � ` * � ` \ - \ \ ! ~~~ BOULDERS AND WATER \ \ FEATURE -~`'~~� "^' ' ~ k \ ^ \ �v�nr�o�pnop�nTYUws \ � � \ _ ROCK __-- ' \ ' \ GUTTER DAYLIGHTS. PROVIDE ' � \ ^ \ \ ^ . \ \ TRACE FROM END OF GUTTE .� ~`'^="~^^"-~`'"~°"' ` \ � i \ \ ^ BURIED __- DOWNSPOUT \ - \ AND THROUGHOUT ~~''^`'^ \ ^ '/ \ \ \ \ 1-11" � \ \ ^ o/ ' / \ i \ ' ~ \ ^ \ \ \ ~ / \ \ - ` ~ \ + \ / � « \ \ ,` ____ v ~ \ �� \� � ' � \ � 1. \ ' /^ | J mewums��TvCqww�CTOweOx ~~� / \ ' \ \ - °�� . 0 / I 1. G`� � � ~~ � / | \ ~ » \ ' _11 ^ ' � ~' .~ ~./ ` / \ �~ '- _ - _ _' -� -- -- -~ '. ' ,' '/ � � '~ .~ '^ '' �n~ ^ � '~ '~^ ~,\ w � ./ � ~_ � ~~' ' �� / ^ /--'~ \ ' / * ' \ '' \ ~~~' � .�. \ ' � '' ' /, '/ - \ ~~/ � ^ �' '~ ~�� ~, � � ..,..�_, \ ' ' � - ^~�� '' �" ~- ~' -- -- _ ~° "\",.--,,---- *r ,- ~~ � 1�' 6~~ -' _�x ~. '- '~ � � ^ -~ + �'' '- � ~' . �-~ �� . +~ � ' ~ ° ~~ ~ - .�� ­­ ^. ° .. ' �', � .~ � Z '- �� . � '~ ''' - � ~ � ' 1` � / � '' � df � ` ~ / � �� �� ' ~~ {� _ ._­ � � ~,, r — ~ .~ � ,/' ~' � � ° ��� '' , ' /' � ���^ -- '_ -- _' '' ' � ,' � / Z 0 ~~ ', � ~. � �� ~'~~ � ,<_.o.1__ �~ /~ '^'. �� ~'� �- ~''' � '- �� ~',' ��° �� �� ~__ US Mail Onlv: P. 0. Box 2378 Physical/ Fedex: 21 0 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 FINAL DRB SET Issue Date 12Y10V12 Drawn by AG Checked by HB Scale As indicated I Fleeger Residence 1' -0" 16' -3" 2950 Booth Creek Drive, Vail Village Filing 11, Block 3, Lot 2 21' -6" Zone District: Two - Family Primary /Secondary Residential ( PS ) Is A B Allowable GRFA D E .46 SF /1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 ...................... ......... .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF LL 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 i SF *2 Main Level 2,209 SF 2,209 SF Upper Level 2,534 SF 2,534 . .... g Double Height Area 536 SF AREA OF ROOF BEYOND 4' Garage over 600 SF 282 ... .... .. 85 SF F 333 F LLI (.... z 4 . R It < .. ......... ; � SITE COVERAGE 3091 SF i— k i......... } J ......... � SITE COVERAGE AREA PLAN 4 1/8" Fleeger Residence 1' -0" 16' -3" 2950 Booth Creek Drive, Vail Village Filing 11, Block 3, Lot 2 21' -6" Zone District: Two - Family Primary /Secondary Residential ( PS ) Lot is .3679 acres, equal to 16,024 SF A B Allowable GRFA D E .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 2,036 SF 843 SF *2 Main Level 2,209 SF 2,209 SF Upper Level 2,534 SF 2,534 SF Double Height Area 536 SF Garage over 600 SF 282 SF *1 Total 6,779 SF 6,404 SF Provided SF Allowed SF Main Unit Garage 882 SF *1 600.0 SF Mechanical 185 SF NA SF Site Coverage 3,176 SF 3,205 SF GRFA 6,404 SF 6,633 SF *1 282 SF of Garage Area over the allowable 600 SF is shown in the GRFA calculation *2 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 2,036 SF +LOWER LEVEL MECH 185 SF) *.38 = 843 SF) Site Coverage Allowable site coverage is 20% of lot which equals 3,205 SF. 3,176 SF is provided. 48' -5" 1' -0" 16' -3" 20' -0" 21' -6" 1 A B C D E Zf'-7 010, @- -2112' G " -b0RS' /'- t° Z'-61/2" 0'-6IIZ" b'- 11 114 "" 12'-b" 24' -b 1t2" 2 b 12'-b 112" u- '7i 1z" �+ y F ✓ _ y' r F G H I J K L M N O P Q R LOWER LEVEL BELOW r AREA A CALCS r to v N O N N 12' -6" 5'- 81/2" 7' -7" 6' -21/2" 36'-0" 47' -9" 1� - - -- - - - - -- - - - - --- - -- - - -- - - - - - - - - - - - - -- - - -- - - - - -- - -- - -- r r r A r A r A s � 12'- 6" 5'- 8 1/2' 7'- 7" 6'- 2 1/2" O N MAWMANNIRWANN 1 36'- 0" 1 47'- 9" I 151-91, CV �n v N iv CV .1 r A r i 12' -6" 5' -81/2" 7' -7" 6' -21/2" 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 hansP,bergiundarchitects.com www. . berglundarchitects.com Revision No. Revision Date Description FRI ilk TEN - OU• WM Issue Date 12/10/12 Drawn by AG Checked by H B Scale 1/8" = 1' -0" Q LO 0 0 N O N a N 1 .1 r A r i 12' -6" 5' -81/2" 7' -7" 6' -21/2" 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 hansP,bergiundarchitects.com www. . berglundarchitects.com Revision No. Revision Date Description FRI ilk TEN - OU• WM Issue Date 12/10/12 Drawn by AG Checked by H B Scale 1/8" = 1' -0" Q LO 0 0 N O N a N N I "0' 20' 30' 0 13 12 X, X, "R I X. X, C![--:ND 0.7. 0.5' DRAIN WAI-ER VA[_VF WArFR (""jlBS"',N) R V, R C'7RiC JUN C_'�ON BOX f E L f_`P-; 0 N E PF i ' E S)! AI_ C AB !_F -1 . V PEDES-FA; GAS V SANF'I'Af_,�Y StE*EtR MAN1'-4&_'F L 1 C ! 17 G H'T 0 LE SPRING _.ER VALVE C> CO 00 LY W Jf A=25*22'52" AL R=230.00' _r' _7 L 98. 0 . . . . . . . . . . (1) BUSH TO BE REMOVED j .. z —, "0' %-."z B R 0 IN 8 0' 16'4 5 E 0 30'41 ck"W C LEN=97.27' 7' 6 --------------------------------------------------- , <` , 8 1 7' T.O�W. @ 8303' - 0" 10' . . .... . .... ------------------------------ E78304 E 830 (1) P�INE TO GENERAL NOTES: -BE REMOVED LINE OF EXI�TIN&�­.'- EXISTING EL .............. -g' METER LOCATION,,,...._ "...., REMOVED 1) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES WALL TO BE ..... ........ 15' 2) PRIOR TO DEMOLITION ALL EXISTING UTILITIES WILL BE TURNED OFF AND DISCONNECTED AS FOLLOWS: lo E 83-02'- k . . .... ........ 0. 4' CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THE DISCONNECT OF ALL UTILITIES WITH THE 10110 APPROPRIATE UTILITY COMPANIES DEPARTMENTS. ... ....... E 8301 8300 20'FRONT SETBACK ELECTRICAL: TO BE DISCONNECTED AT EXISTING METER LOCATION AT THE NORTH SIDE OF LOT. DESIGN BUILD SUBCONTRACTOR WILL PROVIDE NEW LARGER AMPERAGE SERVICE TO REPLACE THE EXISTING r gg (2) BUSHES TO-- SERVICE. 10" BEREMOVED WALL TO BE PHONE: TO BE DISCONNECTED AT PHONE PEDESTAL AT THE NORTH WEST CORNER OF LOT. NEW R 0 :A' R LIMITS OF DISTURBANCE LINE OF EXISTING SERVICE TO BE RUN IN CONDUIT TO HOUSE. W REMOVED, — '� , . , I I W I t CABLE: TO BE DISCONNECTED AT TV BOX LOCATION BEYOND THE SOUTH WEST CORNER OF THE 0 7 F- PROPERTY. E7 _yjS'Tt Fm0VF_D 1 �i " , , / 0 TLIN Elt4G 00 0 EXISTING STRUCTURE 6 it G DRIVEWAY TO BE REMOVED STRU 4 0 J g: i m I WATER: TO BE TURNED OFF AT EXISTING WATER VALVE AS NOTED ON SURVEY. NEW 4" WATER SERVICE U_ 00 0 I LINE CONNECTS TO NEW CURB STOP AT PROPERTY LINE. NEW WATER SERVICE TO BE PROVIDED AS (1) BUSH TO BE REMOVED W NOTED ON MECHANICAL/ PLUMBING DRAWINGS. 0 0 t W 0 t GAS: TO BE TURNED OFF AT EXISTING GAS VALVE. GAS LINE TO BE CUT JUST SOUTH OF THE VALVE 0. 7' 0 0 no (HOUSE SIDE OF VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/PLUMBING A m 14� 0z (1) ASPEN DRAWINGS. TO BE C SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0. NEW SEWER LINE REMOVED t < CONNECTS TO EXISTING EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE BEYOND THE lk SOUTH EAST CORNER OF THE PROPERTY. LU Ilk 1 l co EXISTING GAS U METER LOCATION 0.8 (1) PINE TO BE t j CO REMOVED co (7) ASPENS TO BE REMOVED §z %0' IN Ilk A m 6,� v, t lk i f LINE'OF EXI; STING WALL TO BE ........ . . ........... REMOVED CID z U3 . . .......... (2) ASPENS To BE i t REMOVED (1) ASPEN TO BE REMOVED 99, MI. BEIt,113 REMO\'E 1 (1) ASPEN CTURE_ 30 � . .......... TING fRU TO BE EXISTING REMOVED S. "iJ EC REMOVED ,f IN Tq4G D Y'TO PLANTER (2) PINES TO BE LE OF REMOVED (1) ASPEN TO Z BE REMOVED --- ,9 ----------- 611 N, <1\ \ I ------------ z------------- V 0 X, < 0 11—ns 0 '& SEWER MANHOLE C-5v RIM ELEV. @ 8297.6', >_ INV. ELEV. @ 8288,6' NN, ILL f 0 <t W z 0) co X, X, DENC!'ES DEC�DIUOUS liRDE W1 APPROX T �,RUNK DIAMETER 0,7 . ..... 'F'�,OTFS CONIFERI-IUS TREE W/ APPROX. -'RJNK D�AMEI'ER DENO-!F'-, BUSj! �,I APPROX. DRiP_1iNF DIAMETER .... . ..... 4P ...... .... \e Z�� gib . ...... . ..... GO < ,All US Mail Only: P. 0. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hansRber.qlundarchitects.com www. berglundarchitects.com FNAMPL-62 No. Revision Date 0 0 • Revision Description Issue Date 12/10/12 Drawn by AG Checked by H B Scale As indicated • 75 CD 21 CD 9 0 7 0.4 "0' 20' 30' 0 13 12 X, X, "R I X. X, C![--:ND 0.7. 0.5' DRAIN WAI-ER VA[_VF WArFR (""jlBS"',N) R V, R C'7RiC JUN C_'�ON BOX f E L f_`P-; 0 N E PF i ' E S)! AI_ C AB !_F -1 . V PEDES-FA; GAS V SANF'I'Af_,�Y StE*EtR MAN1'-4&_'F L 1 C ! 17 G H'T 0 LE SPRING _.ER VALVE C> CO 00 LY W Jf A=25*22'52" AL R=230.00' _r' _7 L 98. 0 . . . . . . . . . . (1) BUSH TO BE REMOVED j .. z —, "0' %-."z B R 0 IN 8 0' 16'4 5 E 0 30'41 ck"W C LEN=97.27' 7' 6 --------------------------------------------------- , <` , 8 1 7' T.O�W. @ 8303' - 0" 10' . . .... . .... ------------------------------ E78304 E 830 (1) P�INE TO GENERAL NOTES: -BE REMOVED LINE OF EXI�TIN&�­.'- EXISTING EL .............. -g' METER LOCATION,,,...._ "...., REMOVED 1) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES WALL TO BE ..... ........ 15' 2) PRIOR TO DEMOLITION ALL EXISTING UTILITIES WILL BE TURNED OFF AND DISCONNECTED AS FOLLOWS: lo E 83-02'- k . . .... ........ 0. 4' CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THE DISCONNECT OF ALL UTILITIES WITH THE 10110 APPROPRIATE UTILITY COMPANIES DEPARTMENTS. ... ....... E 8301 8300 20'FRONT SETBACK ELECTRICAL: TO BE DISCONNECTED AT EXISTING METER LOCATION AT THE NORTH SIDE OF LOT. DESIGN BUILD SUBCONTRACTOR WILL PROVIDE NEW LARGER AMPERAGE SERVICE TO REPLACE THE EXISTING r gg (2) BUSHES TO-- SERVICE. 10" BEREMOVED WALL TO BE PHONE: TO BE DISCONNECTED AT PHONE PEDESTAL AT THE NORTH WEST CORNER OF LOT. NEW R 0 :A' R LIMITS OF DISTURBANCE LINE OF EXISTING SERVICE TO BE RUN IN CONDUIT TO HOUSE. W REMOVED, — '� , . , I I W I t CABLE: TO BE DISCONNECTED AT TV BOX LOCATION BEYOND THE SOUTH WEST CORNER OF THE 0 7 F- PROPERTY. E7 _yjS'Tt Fm0VF_D 1 �i " , , / 0 TLIN Elt4G 00 0 EXISTING STRUCTURE 6 it G DRIVEWAY TO BE REMOVED STRU 4 0 J g: i m I WATER: TO BE TURNED OFF AT EXISTING WATER VALVE AS NOTED ON SURVEY. NEW 4" WATER SERVICE U_ 00 0 I LINE CONNECTS TO NEW CURB STOP AT PROPERTY LINE. NEW WATER SERVICE TO BE PROVIDED AS (1) BUSH TO BE REMOVED W NOTED ON MECHANICAL/ PLUMBING DRAWINGS. 0 0 t W 0 t GAS: TO BE TURNED OFF AT EXISTING GAS VALVE. GAS LINE TO BE CUT JUST SOUTH OF THE VALVE 0. 7' 0 0 no (HOUSE SIDE OF VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/PLUMBING A m 14� 0z (1) ASPEN DRAWINGS. TO BE C SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0. NEW SEWER LINE REMOVED t < CONNECTS TO EXISTING EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE BEYOND THE lk SOUTH EAST CORNER OF THE PROPERTY. LU Ilk 1 l co EXISTING GAS U METER LOCATION 0.8 (1) PINE TO BE t j CO REMOVED co (7) ASPENS TO BE REMOVED §z %0' IN Ilk A m 6,� v, t lk i f LINE'OF EXI; STING WALL TO BE ........ . . ........... REMOVED CID z U3 . . .......... (2) ASPENS To BE i t REMOVED (1) ASPEN TO BE REMOVED 99, MI. BEIt,113 REMO\'E 1 (1) ASPEN CTURE_ 30 � . .......... TING fRU TO BE EXISTING REMOVED S. "iJ EC REMOVED ,f IN Tq4G D Y'TO PLANTER (2) PINES TO BE LE OF REMOVED (1) ASPEN TO Z BE REMOVED --- ,9 ----------- 611 N, <1\ \ I ------------ z------------- V 0 X, < 0 11—ns 0 '& SEWER MANHOLE C-5v RIM ELEV. @ 8297.6', >_ INV. ELEV. @ 8288,6' NN, ILL f 0 <t W z 0) co X, X, DENC!'ES DEC�DIUOUS liRDE W1 APPROX T �,RUNK DIAMETER 0,7 . ..... 'F'�,OTFS CONIFERI-IUS TREE W/ APPROX. -'RJNK D�AMEI'ER DENO-!F'-, BUSj! �,I APPROX. DRiP_1iNF DIAMETER .... . ..... 4P ...... .... \e Z�� gib . ...... . ..... GO < ,All US Mail Only: P. 0. 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PAN S (4) MONO POINTS Q 'A' OVE N 830 $0, IN CEILING AB V, �.'O.W. @ 8305'- 3 C V, 'e ps WATER FEATURE, N., 8302'-0 E 8298 ----------- Co- A, "N 8302'-0 V a L C C C 0 L L C US Mail Only: P. 0. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(cDberqlundarchitects.com www. berglundarchitects.com REVISION Revision No. Revision Date Description vffrffmm�� Issue Date 12/10/12 Drawn by AG Checked by H Scale 1/4" = 1' -0" MAIN LEVEL FLOUK PLAN < L0 O O so '01 y lox f 7Q si Y Al,`/ z N,­ X\ 7% 4" 70 . . .... .... 16' ... -7, 'k NN t t I z I. ...... . NN ♦ s `4-J` v. .. 4'- 011 . .. . ...... ... ------------ - - ----------------------- - - ---- ........... ........ ......... . ....... .................... C X, 7% 4" 70 . . .... .... 16' ... -7, 'k NN t I. ...... . 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W., F L F 9OR PLAN 0, W '50", A 'v ....... ... .. ...... .. .. .......... .. am ....... j��, mm Q) C T C\ ✓ C C 0 LF T V US Mail Only: P. 0. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(cD,berqlundarchitects.corn www. berglundarchitects.com REVISION Revision No. Revision Date Description ADDENDUM 11-28-11 Issue Date 12/10/12 Drawn by AG Checked by HB Scale 1/4" = 1' -0" C) 6 C11j CD a t 0' 21 41 8' 16' 10 1 5'- 9 tI'Ilk tC6 N co LU I EO I 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 hansC),,berglundarchitects.com www. berglund'architects.com REVISION • so Revision No. Revision Date Description itBELOW) .... . ...... . .... . . ...... .. . .......... .. . ........ 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Box 2378 Physical.,/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hansC),,berglundarchitects.com www. berglund'architects.com REVISION • so Revision No. Revision Date Description itBELOW) .... . ...... . .... . . ...... .. . .......... .. . ........ I. .......... . . . -------------_----- ...... . ..... . ... ...... ...... ........... . . . ....... ..... . ....................... . ... . ................. ............................. 3 T.O. STRUCTURE @ 8330'- 8 718" .............. . . . .. . .......... I-P ........ ... ........... ------ ----- ............... ............ . . STRUCTURE @ 8332'- 0 3/4" tz z .... . ...... . ...... ...... . ........ ... ....... ..... . ....... EXISTING GRADE @ 8299' - 2 3/4' z z @ 8303' - RARE DOWNSPOUT UNDER E E .......... .......... ........ 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III........ .... . ..... . ... ......... . . ... ....... ..... ...... < ROOF PL AN A/VE� ..... ..... ROOF PLAN A3.3 1I4 =1 —fl 6'- 11 1/4" 17'- 6 1/4" 10' -61/2" mm-1 4 _o. 4' -6" SOUTH ELEVATION LINE OF EXISTING GRADE AT MUST RESTRICTIVE POINT 7 1 N RTF{EL�EVAMON 1/4" 4" = V-0" 0' 2' 4' $' 16' =VEL 'LAN 5' - 31' =VEL 'LAN ' 3, 3-9� 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 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 1 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 -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 US Mail Only: P. 0. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans().berglundarchitects.com www. . berglundarchitects.com REVISION Revision No. Revision Date Description Issue Date 12/10/12 Drawn by B I{W Checked by H B Scale 1/4" = 1' -0" a -M64 C C " 10 8 7 6 5 4 2 5' -3" 3' -0" 16' -6" 12' -6" _2' -6 8 -0 " 28' -0" CURVED CHIMNEY CAP TO MATCH ROOFING 23 LINE OF 33' ABOVE ' t: EXISTING GRADE STEEL PANEL TO MATCH ROOFING in n2 3 4 5 6 7 8 ng EAST ELEVATION 1 /4" = 1' -0" rel : j LINE OF 33' ABOVE n t , EXISTING GRADE 23 STEEL PANEL TO MATCH ROOFING 2 GLASS GLASS V—a BOULDER HEARTH ' I T.O. STRUCTURC E @ 8332' - 0 3/4 ".: 11 14 I i k i LINE OF EXISTING GRADE AT MOST RESTRICTIVE POINT I 3 4 5 6 7 8 ng EAST ELEVATION 1 /4" = 1' -0" rel 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 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. UPPER LEVEL FLOOR PLAN FLOOR .m MAIN LEVEL !TFLOOR NISHED FLOOR 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 -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 0 5010 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. IOX10 W OO D 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 r t�1 VV�� I �L.> =VH I IC.Ji�J 114 " —= 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(D,berglundarchitects.com www. . berglundarchitects.com V z Uj LL. LLJ �ee J Cf) j Uj > OTC � o W W W t-= V� W Z LLJ mi 0 Um ca Q REVISION Revision N. Revision D t Description o Date P FINAL DRB SET Issue Date 12/10/12 Drawn by AG Checked by H B Scale 1/4" = 1' -011 ELEVATIONE"i co N M O O LINE OF 33' ABOVE EXISTING GRADE 23 STEEL PANEL TO MATCH ROOFING 2 I T.O. STRUCTURC E @ 8332' - 0 3/4 ".: I i k i f , : imp I k � T.O. STRUCTURE 83 24 ! 8 1 12 121 t­n \ t n ... .. - .. -... n ....E ....,- _. 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 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. UPPER LEVEL FLOOR PLAN FLOOR .m MAIN LEVEL !TFLOOR NISHED FLOOR 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 -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 0 5010 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. IOX10 W OO D 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 r t�1 VV�� I �L.> =VH I IC.Ji�J 114 " —= 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(D,berglundarchitects.com www. . berglundarchitects.com V z Uj LL. LLJ �ee J Cf) j Uj > OTC � o W W W t-= V� W Z LLJ mi 0 Um ca Q REVISION Revision N. Revision D t Description o Date P FINAL DRB SET Issue Date 12/10/12 Drawn by AG Checked by H B Scale 1/4" = 1' -011 ELEVATIONE"i co N M O O I SOUTH WEST PERSPECTIVE I SOUTH EAST PERSPECTIVE US Mail Only: P. 0. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans(cDberqlundarchitects.com www. berglundarchitects.com FINAL DRB SET Issue Date 12/10/12 Drawn by -AG Checked by H Scale M Q kyl I : 4 F-1 IWT1't=-ffl4-UNAI'A# MAILI[AU-billiFt- I A It ELEVATION I I P),- T-!.P. STONE DECK AND RAILIt�G DET 1 1/2" = 1 1-011 Aj ,ONT. PAINTED TO MATCH WINDOW COLOR 3"W X 112" THICK STEEL PLATE AT 30 DEGREES ANGLE 'ENTERED AND WELDED TO PLATE BELOW DAINTED TO MATCH WINDOW COLOR 41/8"H X 1 1/2" IV X 3/8"T STEEL WELDED TO TOP STANCHIONS WITH roP GRINDED TO 30 DEGREE ANGLE DAINTED TO MATCH WINDOW COLOR I 1/2"W X 1/2" T STEEL TOP STRAP 'AINTED TO MATCH WINDOW COLOR 3181' X 318" WELDED TO TOP AND SQUARE STEEL RODS W 5 E 30TTOM STRAP @ 4- O.0 . 'A NTED TO MATCH WINDOW COLOR 1 1/2" W X 4'1 X 1/2� T STANCHIONS EACH STANCHION WELDED TO STEEL PLATE BELOW 1AINTED TO MATCH WINDOW COLOR I 1/2" W X 1/2"T STEEL BOTTOM STRAP `4FILL BETWEEN STANCHIONS WITH 3 1/2"IPE IOARD W1 3/8' REVEAL ALL SIDES MATCH TRIM ,OLOR ;ONT. 4 112"W X 1/4" THICK STEEL PLATE PAINTED O MATCH WINDOW COLOR WELDED TO ;TANCHIONS V.P. MEMBRANE ADHERES TO COPPER 'LASHING WHICH EXTENDS OVER EDGE VITH A DRIP EDGE AS SHOWN 1/2" L X 6'w X 3/4"T STEEL PLATE PAINTED TO IATCH WINDOW COLOR LAG BOLTED THROUGH 0 END OF GLULAM GLULAM JOIST RE:STRUCT. 11111 112" STEEL BOTTOM PLATE STEEL I-BEAM RE: STRUCT. CONT. PAINTED TO MATCH WINDOW COLOR 3`W X 112" THICK STEEL PLATE AT 30 DEGREES ANGLE CENTERED AND WELDED TO PLATE BELOW PAINTED TO MATCH WINDOW COLOR 31/2" X I 112'H X 3/8'T STEEL WELDED TO TOP STANCHIONS WITH TOP GRINDED TO 30 DEGREE ANGLE PAINTED TO MATCH WINDOW COLOR I 1/2'W X 112"T STEEL TOP STRAP PAINTED TO MATCH WINDOW COLOR 3/8"X 3/8" SQUARE STEEL RODS WELDED TO TOP AND BOTTOM STRAP @ 4- O.C. PAINTED TO MATCH WINDOW COLOR I 112'WX4'-0"HX 1/2" T STANCHIONS EACH STANCHION WELDED TO STEEL PLATE BELOW PAINTED TO MATCH WINDOW COLOR 1 1/2"W X 112"T STEEL BOTTOM STRAP W.P. MEMBRANE ADHERES TO COPPER FLASHING WHICH EXTENDS OVER EDGE WITH A DRIP EDGE AS SHOWN 4" STONE ASSEMBLY- APPROX 2" OF STONE OVER 1/2" OF GROUT OVER 1 1/2" CONC. SLAB WITH RADIANT TUBING DRAINAGE BOARD SLOPES AT 118" PER Vi CUT AROUND HSS COLUMN W.P. MEMBRANE RE: SPEC. RUNS UP HSS COLUMN TO BASE PLATE ABOVE W.P. MEMBRANE TURNS UP 4X4 STEEL COLUMN SUPPORT 3 112". INSTALL SEALANT BETWEEN STONE AND COLUMN. 314" PLYWOOD SLOPED AT 1/8" PER T-0" SHIM RIPPED AT 1 /8" PER Vi CONT. 4 1/2"W X 1/4" THICK STEEL PLATE PAINTED TO MATCH WINDOW COLOR WELDED TO STANCHIONS 3 112" L X 6" W X 314" T STEEL PLATE PAINTED TO MATCH WINDOW COLOR LAG BOLTED THROUGH TO END OF GLULAM GLULAM JOIST RE:STRUCT. KNIFE PLATE, THROUGH BOLT WITH COUNTER SINK BEAM TO GLULAM RE:STRUCT. STEEL I-BEAM RE: STRUCT. 9 1/1 X 9 1/2'W X 112"T STEEL TOP PLATE WELDS TO STEEL COLUMN RE: STRUCT. m MC 12X40 C-CHANNEL STEEL HEADER PAINTED DARK BLUE/BLACK LAG BOLTED THROUGH CENTER OF C-CHANNEL TO WINDOW HEADER RE: STRUCT, SEE 211 FOR TYP. STONE VENEER WALL ASSEMBLY 3D DRAINAGE MEDIUM LAPS OVER BUILDING PAPER LAPS OVER TOP OF FLASHING I 1/2" MIN AND CONT. UP WALL > COPPER FLASHING LAP WATERPROOF MEMBRANE OVER NAILING FLANGE AND CONTINUE UP UNDER FLASHING AND UNDER BUILDING PAPER HEADER RE: STRUCT. STUFFED IN INSULATION AND SHIM AS REQ`D TRIM PER INTERIOR DOCUMENTS CUSTOM JAMB PER EXTENDED DEPTH INFERIOR EXTERIOR PROVIDE WEEP AT TOP OF WINDOW WINDOW RE: WINDOW SCHEDULE ALUMINUM FLASHING TO MATCH WINDOW SEPARATE FROM STEEL HEADER WITH ICE AND WATER SHIELD AND SEALANT WINDOW HEAD DETAIL @ STONE VENEER "'i - GRID 3= V-011 LINE GRID LINE SEE I/A6.1 FOR TYP. COPPER PANELING WALL ASSEMBLY 4_1 EXTERIOR ........ .... 3D DRAINAGE MEDIUM OVER I i ";% BUILDING PAPER LAPS OVER EXTERIOR INTERIOR _4_ TOP OF FLASHING 11/2" MIN WINDOW RE: WINDOW SCHEDULE 114"SEALANT JOINT AND BACKER ROD DO NOT LET MORTAR TOUCH WINDOW LAP WATERPROOF MEMBRANE OVER NAILING FLANGE AND STUFFED IN INSULATION AND SHIM AS REQD CONTINUE UP UNDER FLASHING PROVIDE WEEP AND UNDER BUILDING PAPER HEADER RE: STRUCT. CUSTOM WOOD JAMB PER EXTENDED WIDTH a. STUFFED IN INSULATION AND SHIM AS REQD < 4 TRIM PER INTERIOR DOCUMENTS x x ...... CUSTOM JAMB PER EXTENDED DEPTH USE SANDED CAULK JOINT AT TT- STONE TO ADJACENT WINDOW ALUMINUM FLASHING TO MATCH PANELS TRIM PER INTERIOR DOCUMENTS SEPARATE FROM COPPER PANELS WITH ICE AND WATER SHIELD AND SEALANT LJ LAP 1ST LAYER OF WATERPROOF MEMBRANE OVER SHEATHING AND OVER NAILING FLANGE • LAP 2ND LAYER OF WATERPROOF INTERIOR MEMBRANE OVER 1ST LAYER AND OVER 3D DRAINAGE MEDIUM AND OVER BUILDING PAPER LAP BUILDING PAPER OVER 1ST LAYER WINDOW RE: WINDOW SCHEDULE OF WATERPROOF MEMBRANE SEE 21A6.1 TYP_ EXT. STONE SIDING WALL ASSEMBLY WINDOW HEAD DETAIL @ COPPER PANELING 3" = 11-011 m om EXTERIOR (L < 0 WINDOW JAMB DETAILOomp CQE 3" = 11-011 )W SCHEDULE D OF SEALANT NTERIOR DOCUMENTSiDGE ,IOR DOCUMENTS PANELS FROM NDOWS W/ 114" SEALANT MEMBRANE MEDIUM OVER INDER COPPER PANELING WALL ASSEMBLY WINDOW JAMB DETAIL a_ STONE r7--� VENEER '­''..3" = 11-O"� DW SCHEDULE D OF SEALANT =-R INTERIOR DOCUMENTS ZIOR DOCUMENTS OP SILL Of MEMBRANE AGE MEDIUM :1ER AND UNDER EXT. STONE ABLY EXTERIOR �OW HEAD DETAIL � O im EXTERIOR INTERIOR WINDOW RE: WINDOW SCHEDULE 1/4" SEALANT JOINT AND BACKER ROD STUFFED IN INSULATION AND SHIM AS REQ'D CUSTOM WOOD JAMB PER EXTENDED WIDTH SNOW FENCES PER MANF. RECOMMENDATIONS PER ROOF PITCH AND SEPARATE COPPER PANELS FROM SEALANT JOINT AND BACKER ROD ALUMINUM CLAD WINDOWS W/ SEALANT LINE AND ICE AND WATER SHIELD TYPE STRIP FLASHING TRIM PER INTERIOR DOCUMENTS GRID LAP 1ST LAYER OF WATERPROOF MEMBRANE OVER SHEATHING THROUGHOUT WITH ENGINEERED SNOW AND OVER NAILING FLANGE LAP 2ND LAYER OF WATERPROOF MEMBRANE OVER 1ST LAYER AND LINE OVER BUILDING PAPER LAP BUILDING PAPER OVER 1ST LAYER FENCES PER Mi RECOMMENDATIONS PER OF WATERPROOF MEMBRANE 3D DRAINAGE MEDIUM LAPS OVER WATERPROOF MEMBRANE AND BUILDING PAPER 3X3 WOOD TRIM SEE VA61 FOR TYP. COPPER PANELING WALL ASSEMBLY )W SCHEDULE D OF SEALANT NTERIOR DOCUMENTSiDGE ,IOR DOCUMENTS PANELS FROM NDOWS W/ 114" SEALANT MEMBRANE MEDIUM OVER INDER COPPER PANELING WALL ASSEMBLY WINDOW JAMB DETAIL a_ STONE r7--� VENEER '­''..3" = 11-O"� DW SCHEDULE D OF SEALANT =-R INTERIOR DOCUMENTS ZIOR DOCUMENTS OP SILL Of MEMBRANE AGE MEDIUM :1ER AND UNDER EXT. STONE ABLY EXTERIOR �OW HEAD DETAIL � O im EXTERIOR COPPER GUTTER WITH ROUND DOWN SPOUTS INTERIQR- FLASHING TO MATCH ROOFING MATERIAL RE: SPEC ALL STANDING SEAM ROOFS TO BE WINDOW RE: WINDOW SCHEDULE SNOW FENCES PER MANF. RECOMMENDATIONS PER ROOF PITCH AND SNOW LOADS RE: SPEC. SEALANT JOINT AND BACKER ROD AEP SPAN STANDING SEAM ROOF LINE RE: SPEC HIGH TEMP. VYCOR ICE AND WATER SHIELD - STUFFED IN INSULATION AND SHIM AS REOD GRID FIRST 4' OF ROOF ABOVE EAVE RE: SPEC THROUGHOUT WITH ENGINEERED SNOW CUSTOM WOOD JAMB PER EXTENDED WIDTH PLYWOOD SHEATHING GLUED TO 5 1/2" �z ......... LINE 25 MIN. FENCES PER Mi RECOMMENDATIONS PER 30# FELT UNDERLAYMENT NOT REQUIRED BUT A DRY IN OPTION FOR CONTRACTOR. PRODUCT MUST BE VAPOR PERMEABLE, 3X3 WOOD TRIM 4- - SOFFIT WRAPPED OVER AIR VENT MATERIAL TO CREATE MIN 1/2" TOP VENT AT OF THE WALL, z-- 0 2X6 T&G DOUG ' FIR DECKING W/ 1/8"X 1/8" TRIM PER INTERIOR DOCUMENTS REVEAL JOINT T.O. PLATE RE: ELEVS AND SECTIONS 2X BLOCKING PER STRUCTURAL AEP SPAN STANDING SEAM ROOF LAP 1ST LAYER OF WATERPROOF 2X10 WOOD FASCIA W/ KERF CUTS RE: ELEVATIONS FOR SIDING TYPE. MEMBRANE OVER SHEATHING ;` AND OVER NAILING FLANGE HIGH TEMP, VYCOR ICE AND WATER SHIELD - LAP 2ND LAYER OF WATERPROOF PROVIDE DOUBLE LAYER (50% OVERLAP) FOR SEE 21 FOR TYP. WOOD SIDING MEMBRANE OVER 1ST LAYER AND FIRST 4' OF ROOF ABOVE EAVE WALLASSEMBLY OVER 3D DRAINAGE MEDIUM AND RE: SPEC OVER BUILDING PAPER 6 112" STRUCTURALLY INSULATED PANEL R- LAP BUILDING PAPER OVER 1ST LAYER 42+/- RE: SPEC 3D DRAINAGE MEDIUM LAPS OF WATERPROOF MEMBRANE ......... ... CONTINUOUS IX4 HORIZONTAL v OVERTOP OF FLASHING I FURRING STRIPS @ 2'1 D.C. OVER 30 DRAINAGE MEDIUM AND AIR INFILTRATION BARRIER SEE 211 FOR TYP. WOOD SIDING WALL _7 ASSEMBLY WINDOW JAMB DETAIL � WOOD S DING 4, >'� CONTINUOUS IX4 HORIZONTAL FURRING STRIPS @ 2ii-0- D.C. WINDOWSILL DETAIL WOOD SIDING _311= 11-011 RE: ROOF 12 1/2" � n 31, TYPICAL ROOF EAVE 1 1/2" = 11_011 DW SCHEDULE D OF SEALANT NTERIOR DOCUMENTS ZIOR DOCUMENTS TH SLOPED MEMBRANE 'MEDIUM t AND UNDER IORIZONTAL 2'-0" O.C. MEDIUM AND ARRIER I 3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO AIR VENT MATERIAL AT TOP COPPER GUTTER WITH ROUND DOWN SPOUTS RE: ROOF PLANS FOR LOCATIONS FLASHING TO MATCH ROOFING MATERIAL RE: SPEC ALL STANDING SEAM ROOFS TO BE PROTECTED THROUGHOUT WITH ENGINEERED SNOW FENCES PER MANF. RECOMMENDATIONS PER ROOF PITCH AND SNOW LOADS RE: SPEC. 0 }B AEP SPAN STANDING SEAM ROOF LINE RE: SPEC HIGH TEMP. VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE LAYER (50% OVERLAP) FOR GRID FIRST 4' OF ROOF ABOVE EAVE RE: SPEC THROUGHOUT WITH ENGINEERED SNOW 6 118" RIGID INSULATION PANEL WITH 5/8" PLYWOOD SHEATHING GLUED TO 5 1/2" CONTINUOUS RIGID INSULATION PANEL R- LINE 25 MIN. FENCES PER Mi RECOMMENDATIONS PER 30# FELT UNDERLAYMENT NOT REQUIRED BUT A DRY IN OPTION FOR CONTRACTOR. PRODUCT MUST BE VAPOR PERMEABLE, CONT. BUG SCREEN STAPLED TO ROOF PITCH AND SNOW LOADS SOFFIT WRAPPED OVER AIR VENT MATERIAL TO CREATE MIN 1/2" TOP VENT AT OF THE WALL, 0 0 2X6 T&G DOUG ' FIR DECKING W/ 1/8"X 1/8" REVEAL JOINT T.O. PLATE RE: ELEVS AND SECTIONS 2X BLOCKING PER STRUCTURAL AEP SPAN STANDING SEAM ROOF DRAWINGS 2X10 WOOD FASCIA W/ KERF CUTS RE: ELEVATIONS FOR SIDING TYPE. 3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO AIR VENT MATERIAL AT TOP 3X3 WOOD TRIM T.O. WALL RE: ELEVS AND SECTS 2X6 WALL IN-FILL BTW GLULAM RAFTERS INTERIOR GLULAM RAFTERS RE: STRUCT. WINDOW RE: WINDOW SCHEDULE v ROOF UPPER EAVE @ GLULAM ROOF D SIDING STRUCTURE 1 1/2" = T-O" 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 hansO berqlundarchitects.com www . bergiuridarchitects.com FINAL DRB SET Issue Date 12/10/12 Drawn by AG Checked by H Scale As indicated r-Pf, ON RE: ROOF PLAN ALL STANDING SEAM ROOFS TO BE PROTECTED GRID THROUGHOUT WITH ENGINEERED SNOW LINE FENCES PER Mi RECOMMENDATIONS PER ROOF PITCH AND SNOW LOADS GRID LINE AEP SPAN STANDING SEAM ROOF RE: SPEC HIGH TEMP, VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE LAYER (50% OVERLAP) FOR SEE 21 FOR TYP. WOOD SIDING FIRST 4' OF ROOF ABOVE EAVE WALLASSEMBLY RE: SPEC 6 112" STRUCTURALLY INSULATED PANEL R- 42+/- RE: SPEC 3D DRAINAGE MEDIUM LAPS ......... ... OVER BUILDING PAPER LAPS v OVERTOP OF FLASHING I 1/2" MIN FLASHING TO MATCH ROOFING MATERIAL RE: SPEC yx _7 4, CONTINUOUS IX4 HORIZONTAL FURRING STRIPS @ 2ii-0- D.C. 2X8 WOOD FASCIA Wt KERF CUTS OVER 3D DRAINAGE MEDIUM AND f r AIR INFILTRATION BARRIER _tL- COPPER FLASHING ..... ........... 2X10 WOOD SUB - FASCIA W/ KERF CUTS LAP WATERPROOF MEMBRANE 7" OVER NAILING FLANGE AND CONTINUE UP UNDER FLASHING . ........ . . AND UNDER BUILDING PAPER .... .... ... ..... HEADER RE: STRUCT. STUFFED IN INSULATION AND SHIM AS REQD 1X6 T&G SOFFIT W1 I/S"X 1/8" JOINT TRIM PER INTERIOR DOCUMENTS ')3 CUSTOM JAMB PER EXTENDED DEPTH CONT. BUG SCREEN STAPLED TO SOFFIT i WRAPPED OVER AIR VENT MATERIAL TO m ;0 ........... CREATE MIN 1/2" VENT AT TOP OF THE WALL 3X3 WOOD TRIM T.O. WALL RE: ELEVS AND SECTS 2X6 WALL IN-FILL BTW GLULAM RAFTERS INTERIOR GLULAM RAFTERS RE: STRUCT. WINDOW RE: WINDOW SCHEDULE v ROOF UPPER EAVE @ GLULAM ROOF D SIDING STRUCTURE 1 1/2" = T-O" 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 hansO berqlundarchitects.com www . bergiuridarchitects.com FINAL DRB SET Issue Date 12/10/12 Drawn by AG Checked by H Scale As indicated r-Pf, ON