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HomeMy WebLinkAboutDRB140045 Plans ReviewedMATERIAL SYMBOLS: EARTH PLYWOOD O O PERVIOUS FILL FINISH WOOD STONE MASONRY WOOD- ROUGH STRUCTURAL CONCRETE �Lr�il IOARD CONCRETE MASONRY UNIT RIGID INSULATION BATT INSULATION 7/1 STEEL/METAL AS NOTED CARPET 1 1 A4.00 1 A3.00 BUILDING SECTION REFERENCE ELEVATION REFERENCE 1 1 A6.00 DETAIL REFERENCE DETAIL REFERENCE OIL T.O. PLYWD 1 100' -0" A6.00 HEIGHT REFERENCE SECTION REFERENCE ROOM NAME 0 D REVISION REFERENCE ROOM NAME GRID W11 GRID BUBBLE WALL TYPE REFERENCE 1 4 A7.0 2 O 3 INTERIOR ELEVATION REFERENCE WINDOW TAG 101 STONE = e WOOD B DOOR TAG MATERIAL BREAK ABBREVIATIONS: ABV ABOVE FP FIREPROOFING, SPRAYED PL PLASTIC LAMINATE AC ACOUSTICAL FPHB FREEZE PROOF HOSE BIB PK PARKING ADD ADDENDUM FPL FIREPLACE PL PROPERTY LINE 14DJ ADJACENT FTG FOOTING PR PAIR AFF ABOVE FINISHED FLOOR FUR FURRED (ING) PSF POUNDS PER SQUARE FOOT ALT ALTERNATE GA GAGE, GAUGE PSI POUNDS PER SQUARE INCH ALUM ALUMINUM GC GENERAL CONTRACT (OR) PT POINT AP ACCESS PANEL GL GLASS, GLAZING PVMT PAVEMENT ARCH ARCHITECT (URAL) GV GALVANIZED QT QUARRY TILE 5,46MT BASEMENT GYP BD GYPSUM BOARD R RISER BIT BITUMINUOUS HB HOSE BIB REF REFERENCE BLDG BUILDING HC HOLLOW CORE REFR REFRIGERATOR BLK BLOCK HDR HEADER REINF REINFORCE (D), (ING) BLKG BLOCKING HDW HARDWARE READ REQUIRED 50 BOTTOM OF HM HOLLOW METAL RES RESILIENT BCT BOTTOM NOR HORIZONTAL REV REVISION (D), (ING) BRG BEARING HT HEIGHT REVS REVERSE BVL BEVELED HTG HEATING RD ROOF DRAIN C CAULK (ING) HVAC HEATING /VENTILATING /AC RFG ROOFING CJT CONTROL JOINT HWH HOT WATER HEATER RH RIGHT HAND CLG CEILING IBC INSTALLED BY CONTRACTOR RM ROOM CLR CLEAR IBC INSTALLED BY OWNER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT ID INSIDE DIAMETER R45 ROD AND SHELF COL COLUMN INCL INCLUDE (D), (ING) R/S ROUGH SAWN CONC CONCRETE INS INSULATE (D), (ION) S SEALANT (EXTERIOR) CONST CONSTRUCTION INT INTERIOR SC SOLID CORE CONT CONTINUOUS JC JANITOR'S CLOSET SD STORM DRAIN CPR COPPER KIT KITCHEN SHTG SHEATHING CPT CARPET (ED) L LENGTH SIM SIMILAR CSMT CASEMENT LAM LAMINATE (D) SM SHEET METAL CT CERAMIC TILE LAV LAVATORY SPEC SPECIFICATON (S) CUST CUSTOM LDT LIGHT AND DRAPERY TROUGH SQ SQUARE DF DRINKING FOUNTAIN LH LEFT HAND ST STAIN DIM DIMENSION LT LIGHT TROUGH STD STANDARD DR DOOR LTL LINTEL 5% STEEL DT DRAPERY TROUGH LVR LOUVER STR STRUCTURAL DTL DETAIL M METER (S) T TREAD DWG DRAWING MAX MAXIMUM TB TOWEL BAR EL ELEVATION (S) MC MEDICINE CABINET TEL TELEPHONE ELEC ELECTRIC (AL) MECH MECHANIC (AL) THR THRESHOLD ELEV ELEVATOR MET METAL TO TOP OF EQ EQUAL MFR MANUFACTURE (ER) TR TRANSOM EXG EXISTING MH MANHOLE TS TOP OF SLAB EXH EXHAUST MIN MINIMUM TSL TOP OF STEEL EXT EXTERIOR MIR MIRROR TV TELEVISION FBO FURNISHED BY OTHERS MIS( MISCELLANEOUS TW TOP OF WALL FD FLOOR DRAIN MMB MEMBRANE TYP TYPICAL FDC FIRE DEPARTMENT CONNECTION MM MILLIMETER (S) T4G TONGUE AND GROOVE FE FIRE EXTINGUISHER MO MASONRY OPENING UNO UNLESS NOTED OTHERWISE FEC FIRE EXTINGUISHER CABINET MTL MATERIAL VB VAPOR BARRIER FF FINISHED FLOOR ELEVATION MULL MULLION VCT VINYL COMPOSITION FHC FIRE HOSE CONNECTION NAT NATURAL VERT VERTICAL FIN FINISH (ED) NIC NOT IN CONTRACT VIF VERIFY IN FIELD FLG FLASHING NOM NOMINAL W WIDTH, WIDE FLR FLOOR (ING) NR NOISE REDUCTION WC WATER CLOSET FND FOUNDATION NTS NOT TO SCALE WD WOOD FCC FACE OF CONCRETE OH OVERHEAD WDW WINDOW FOF FACE OF FINISH OPG OPENING WO WITHOUT FOM FACE OF MASONRY OPH OPPOSITE HAND WP WATER PROOFING FOS FACE OF STUDS OPP OPPOSITE WWF WELDED WIRE FABRIC A Ml CH HAUS PARCEL #: 2 1 03 -1 1 4 -0 1-02 1 SUBDIVISION: VAIL DAS SCHONE FILING 1 , BLOCK: A, LOT: 2B 2476 GARMISCH DRIVE VAIL, CO B 1 657 _M-t[zt- 1M-a»y[1clZ■ l=#A'fifjy=11111 III PROJECT DIRECTORY: ARCHITECT BLUELINE ARCHITECTS, P.C. 1444 MARKET STREET DENVER, CO 80202 303.893.0346 (W) 9 -103-16.2052 (C) CONTACT: KEN BRIDGES, AIA STRUCTURAL ENGINEER KRl" 1 CONSULTANTS, INC. PO BOX 45-12 VAIL, CO 81658 910.949.9391 (W) CONTACT: TIM HENNUM, P.E. SOILS ENGINEER INTER - MOUNTAIN ENGINEERING, LTD. PO BOX C -100 AVON, CO 81620 9-10.949.50 -12 (W) CONTACT: JEFFREY SPANEL, PE GEOTECHNICAL ENGINEER CONTACT: - GENERAL NOTES: MARCH 3, 201 4 r%XAILI�o GARMISCH HAUS LLC PO BOX 105-1 MINTURN, CO 81645 970.4 -19.1800 SURVEYOR EAGLE VALLEY SURVEYING, INC. PO BOX 1230 EDWARDS, CO 81632 9 -10.949.1406 (W) CONTACT: STAN HOGFELDT CONTRACTOR CONTACT: - 01 DO NOT SCALE DRAWINGS 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN THOSE AREAS. 04 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT. 05 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE 2012 INTERNATIONAL BUILDING CODE. CODE COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES. 06 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 07 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING EASEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 08 SHOULD IT BE REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN 4 COORDINATION OF A MONITORED FIRE ALARM 4 FIRE SUPPRESSION SYSTEM PER SECTION 8313.2. PROJECT SUMMARY: THE PROJECT GONSISTS OF A FOUR - BEDROOM SINGLE FAMILY RESIDENCE W/ AN ATTACHED TWO -GAR GARAGE. LOT AREA: 0.267io ACRES (11,65(o.7 SF) BUILDING FOOTPRINT: 2328.5 S.F. LOT COVERAGE: 113.'B% (20% ALLOWABLE) ALLOWABLE BUILDING HEIGHT: 33' PROPOSED BUILDING HEIGHT: 213' -4" BUILDING SQUARE FOOTAGE: LOWER LEVEL: LIVABLE 1630.5 SF MECH. -101 SF UNFINISHED STORAGE -13.5 SF MAIN LEVEL: SITE PLAN LIVABLE 15 -i6.13 SF GARAGE 5-12.0 SF ENTRY PATIO 185.6 SF DECK 2115 SF UPPER LEVEL: SITE COVERAGE PLAN LIVABLE 624.66 SF DECK 135.0 SF TOTAL (LIVABLE): 3832.1 SF TOTAL (BUILDING GSF): 5046.4 SF CODE: *STAIRS ARE COUNTED ON ONE LESS LEVEL THAN THE NUMBER IRC 2012 OF FLOORS THEY SERVE. CONSTRUCTION TYPE- TYPE V -B � o OCCUPANCY CLASSIFICATION: GROUP R -3 (SINGLE AND TWO - FAMILY RESIDENTIAL) RATED CONSTRUCTION: N/A DATUM ELEVATION: ARCHITECTURAL 100' -0'' = 8026' (SURVEY) 09 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, U.N.O. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, U.N.O. 10 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, GRAB BARS, CABINETRY, COUNTERTOPS, SHELVES AND CLOSET RODS. 11 O DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES, 12 0 DENOTES WINDOWS. REFER TO ELEVATIONS 4 FLOOR PLANS FOR LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 13 ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALL SPACES. VERIFY LOCATIONS 4 COORDINATE DROPPED CEILINGS WITH ARCHITECT. 14 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT 4 ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 15 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT A PPR OVA L PRIOR TO BE GINNING ANY 51TE WO K. 16 THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY SUBSTITUTIONS OR OMISSIONS TO THE WORK AS INDICATED IN THE CONTRACT DOCUMENTS IF WRITTEN APPROVAL BY THE ARCHITECT IS NOT RECEIVED PRIOR TO THE MODIFICATION(S). DRAWING INDEX: A1.0 COVER SHEET SURVEYOR TOPOGRAPHIC SURVEY ARCHITECTURAL A1.1 SITE PLAN A1.2 LANDSCAPE PLAN A1.3 SNOW STORAGE PLAN A1.4 EXTERIOR LIGHTING PLAN A1.5 BUILDING HEIGHT CALCULATIONS A1.6 SITE COVERAGE PLAN All GRFA CALCULATIONS A1.8 GRFA CALCULATIONS A2.1 LOWER LEVEL FLOOR PLAN A2.2 MAIN LEVEL FLOOR PLAN A2.3 UPPER LEVEL FLOOR PLAN A2.4 ROOF PLAN A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3.3 EXTERIOR ELEVATIONS A3.4 EXTERIOR ELEVATIONS - PARTIAL A3.5 EXTERIOR ELEVATIONS - PARTIAL A3.6 EXTERIOR ELEVATIONS - PARTIAL �*r `•:-j I. gar{ "` :o,� - 24M yr 5 k -" ( l ; !,I-, rjr4�,N", 2nac r ire_; as y en 7 ' 15 1' i 2ua r 1 i817r'9Na % '-.F CMG, i 7d57 I2 iu. jr _ :E!•'i +r ?fi �'�`a'a^,' �{ + rG�,�_I �.�.ieGY ✓ r I d„��awx.,. 2 J z eaa3 xs?3 °� z ?:.3a ' a ` �'?• j0 ` 4 ,ZZGS '�'" tpl f f'3 7ys sari 2e5a �x+'2 -� +s` •�� .� naa 9 r tr R� r ry 'r � a 7a3s � �„'rrL1� ��2E0`A�r f'i7Y i GkE 1 eSY 'Y H'x'nm/ ware 1 �mpi "V : Steyr Rain 'f� /37921 <2 l 1 a•2i� 5` y> e2 I .� x ti tsY tue ✓ a �� / M14 21 2 .rsa x nta 94 12i,�Q Y �i T51fa,T - i� VICINITY MAP N.T.S. N o o �co o o [} o � U v Ld > � o U U (D 0 � L c U i (6 D 't LC) C C( o ° m M(.0 M r -- 0 M @ 00 0 co � Ll J J W Z Q0 1. L%% � III v a, QONIco mQv I^oleo co I Z..LO U 4 •0 <` 0 u N N J [� En ❑mN> En M ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: N.T.S. DRAWN BY: CHECKED BY.- KB 2013 ©COPYRIGHT BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: COVER SHEET A1.0 On 0I 41199 HIGHWAY 6 & P.O. BOX 1230 EDWARDS, CO. 816 (970)949 -1406 GARMISCH DRIVE (50' R.O.W.) 30.0 1 30'6 28.8 P _ CONCRETE PAN . � 28.1 _ X� VE NOTES: 1) DATE OF SURVEY: 11/05/13 2) LAND TITLE GUARANTEE COMPANY POLICY NO. V50037196 -6, DATED 10/08/13 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. 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) 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. 5) 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. 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE > POINT LOTS 27 & 28 AND THE WEST CORNER LOT 27. 7) 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. 8) BASIS OF ELEVATION: SEWER MANHOLE 860 INVERT ELEVATION = 8010.0' PER EAGLE RIVER WATER AND SANITATION DISTRICT AS— BUILTS. MANHOLE LOCATED IN GARMISH DRIVE NEAR NORTHWEST CORNER OF LOT 27. LEGEND TELECTRIC TRANSFORMER _OT 1 EM ELECTRIC METER CHONE FILING NO. 2 © TELEPHONE PEDESTAL SEDGE OF DECK \ \ \ x. x' x.x' TV CABLE TV PEDESTAL 0 UTILITY PEDESTAL i SIGN DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER x' DENOTES BUSH WITH APPROXIMATE DRIPLINE DIAMETER SURVEYOR'S CERTIFICATE FIE 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. FENCE LOT 22 Stan Hogfeldt Colorado P.L.S. 26598 Date: 3' 9 _DING SEMENT SEMENT TAINING EDED TO SLOPE ,EEN 51TE FLAN 1 11 = 10'-0'' AREA: SITE BUILDING FOOTPRINT LOT COVERAGE PATIO DRIVEWAY COURTYARD 11,656.7 sf 2328.1 sf 19.9% (20% ALLOWABLE) 435.58 sf 1056.6 sf 193.4 sf IN Z N O _ N 00 L (6 C6 L o U W c a� o U L� f 1 U _N L D(6 't IN C Q O ON 13) cq Ch V co O CD M O .� C] J J W z EnI. ts Q0 D u, Ln J U = m m Q U in o N J Q p� Q � I z U QZ �o I*1 ONU N u) � J 0pN> N J m u) PROJECT A- 1306 SHEET TITLE: SITE PLAN A1.1 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 1 "= 10' DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. 3' RC LOC,A' _DING SEMENT 5EMENT TAINING EDED TO SLOPE 1EEN GENERAL NOTES: I. ALL LANDSCAPING MUST CONFORM TO THE TOWN OF VAIL CODE SECTION 14 -3 -2 CONCERNING LANDSCAPING WITHIN OR ADJACENT TO ANY PUBLIC RIGHT OF WAY. 2. PER THE TOWN OF VAIL CODE SECTION 12- 68 -10, AT LEAST 60% OF EACH SITE MUST BE LANDSCAPED. 3. PER THE TOWN OF VAIL DEFINITION OF 'LANDSCAPING', THE ENTRY PATIO WAS CONSIDERED TO BE LANDSCAPING FOR THESE CALCULATIONS BECAUSE IT IS LESS THAN 20% OF THE OVERALL LANDSCAPED AREA. 4. SITE AREA, AS INDICATED ON THE SITE SURVEY, IS 11,65111 S.F. LOT AREA ( S.F.) DRIVEWAY AREA ( S.F.) BUILDING FOOTPRINT LANDSGAPE AREA PERCENTAGE 11,1I 6 PICEA PUN6ENS COLORADO SPRUCE COURTYARD (S.F.) REAR PATIO (S.F.) PERCENTAGE OF LANDSGAPE AREA ( %) 1 8 lro FLAINT LEOEIND SYMBOL 07Y BOTANICAL NAME COMMON NAME SIZE WATER THOROUGHLY AT THE TIME OF PLANTING. DO NOT FERTILIZE AT THE TIME OF PLANTING. PRUNE OUT DEAD OR DAMAGED BRANCHES PRIOR TO PLANTING. 129 WIRE - DOUBLE STRAND - TWISTED. WRAP TRUNK WITH II/2" NYLON STRAP WITH REINFORCED 6ROMET. 5' STEEL 'T' STAKE ROOTBALL TO BE PLANTED AT OR SLIGHTLY ABOVE FINISH GRADE. WATER RING 50% TOPSOIL, 20% COMPOST BACKF I LL. COMPLETELY REMOVE BURLAP, WIRE $ ROPE FROM ROOTBALL. SHOULD THE ROOTBALL BE UNSTABLE REMOVE BURLAP AND WIRE ONLY AS POSSIBLE WITHOUT COMPROMISING INTEGRITY OF THE ROOTBALL. COMPACTED 5U5GRADE. 2 X WIDTH OF ROOT BALL DECIDUOUS TREE FLANT I N& NOT TO SCALE WATER THOROUGHLY AT THE TIME OF PLANTING. DO NOT FERTILIZE AT THE TIME OF PLANTING. PRUNE OUT DEAD OR DAMAGED BRANCHES PRIOR TO PLANTING. 129 WIRE - DOUBLE STRAND - TWISTED. WRAP TRUNK WITH II /2" NYLON STRAP WITH REINFORCED 6ROMET. 5' STEEL 'T' STAKE ROOTBALL TO BE PLANTED AT OR SLIGHTLY ABOVE FINISH GRADE. WATER RING 80% TOPSOIL, 20% COMPOST BACKF LL. COMPLETELY REMOVE BURLAP, WIRE B ROPE FROM ROOTBALL. SHOULD THE ROOTBALL BE UNSTABLE REMOVE BURLAP AND WIRE ONLY AS POSSIBLE WITHOUT COMPROMISIN6 INTEGRITY OF THE ROOTBALL. COMPACTED 5UBGRADE. 2X WIDTH OF ROOT BALL EVE GREEN TREE FLAN? NI5 NOT TO SCALE PLANTING NOTES I. THE PLANT LIST 15 PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL PLANT COUNTS AND IF A DISCREPANCY EXISTS THE PLAN SHALL GOVERN. 2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OF ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONTACTIN6 ALL UTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION. LANDSCAPE CONTRACTOR SHALL BE EXTREMELY CAREFUL WHEN PLACING PLANTS NEAR UTILITIES. 3. LANDSCAPE CONTRACTOR TO RECEIVE 51TE GRADED TO +/ -0.33 FOOT OF FINISHED GRADE. 4. FINAL LOCATION AND 5TAKIN6 OF ALL PLANT MATERIALS SHALL BE AT THE DIRECTION OF THE ARCHITECT /OWNER. LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH PLANTING OPERATIONS UNTIL STAKING 15 FULLY APPROVED. 5. PLANTING BACK FILL MIX 15 TO CONSIST OF 50% NATIVE TOPSOIL, AND 20% COMPOST. 6. ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5' STEEL 'T' STAKES AND GUYED WITH #12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS. ALL EVERGREEN TREE ARE TO BE STAKED WITH THREE 5' STEEL 'T' STAKES AND GUYED WITH #12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS. '7. A FINE FESCUE 8 KENTUCKY BLEND 15 TO BE USED WITHIN THE BOUNDARIES OF THE STONE 51TE WALL ON THE WEST SIDE OF THE HOUSE PER THE LANDSCAPE PLAN. 5. PREPARATION OF NATIVE GRASS AREAS WILL INCLUDE THE FOLLOWING: - LOOSEN 501L TO A MINIMUM OF 2" DEPTH. REMOVE STONES OVER 2" IN DIAMETER AND STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. - DISTRIBUTE 2" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. - GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. q. ALL DISTURBED AREAS TO BE REVEGETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 lbs. PER ACRE: 15% CREEPING RED FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 30% CANADA BLUEGRASS 10% IDAHO FESCUE 15% SLENDER WHEAT65RA55 Wildflower seed /forbs mix shall be added to the native grass mix at the following rates per acre: Wild Flax I Ib/ acre Rosy Pussytoes I Ib/ acre Colorado Blue Columbine I Ib/ acre Scotch Bell Flower .25 Ib/ acre Sulphur Indian Paintbrush .5 Ib/ acre Aspen Sunflower 2 Ib/ acre Scarlet 61110 I Ib/ acre Silvery Lupine 2 lb /acre Chiminq Bells .25 lb /acre Rocky -Mtn. Penstemon I lb /acre Showy 6oldeneye .5 lb /acre Wild Buckwheat .5 lb /acre 10. ONE APPLICATION OF A DI- AMONIUM PHOSPHATE FERTILIZER, I5-46 -0 AT THE RATE OF 8 lbs. PER 1000 s.f., SHALL BE BROADCAST PRIOR TO SEEDING. 11. MULCH ALL SOWN AREAS WITH 2 " -3" OF WEED FREE STRAW. TACKIFY STRAW MULCH AREAS WITH AN APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 lbs. PER ACRE. 12. ALL SEEDED AREAS WITH A SLOPE OF 2:1 OR GREATER SHALL BE CONTROLLED WITH EROSION CONTROL NETTING. 13. AFTER SEEDING, RAKE OR DRAG SURFACE OF 501L LIGHTLY TO REINCORPORATE SEED INTO TOP I /8" OF SOIL. 14. LAWN IRRIGATION SYSTEM TO BE DETERMINED. 15. ALL NATIVE 6RA55 SEED AREAS WILL BE IRRIGATED FOR THE FIRST YEAR A TEMPORARY ABOVE GROUND SPRAY SYSTEM. TEMPORARY EROSION CONTROL I. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST MANAGEMENT PRACTICES. 2. A "6EOFAB" SILT FENCE 15 TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT IN PLACE UNTIL FINISH GRADE 15 ACHIEVED. 3. AT THE BASE OF TOPSOIL OR FILLSOIL STOCKPILED ON SITE , A "GEOFAB" SILT FENCE OR STRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT AND SEDIMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF 5EDIMENT- LADEN WATER (MUD) FROM THE SITE AND SHALL BE REQUIRED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR APPROPRIATE TOWN OF VAIL OFFICIALS, IF PROBLEMS OCCUR. DRY - STACKED FIELDSTONE RETAINING 6 " -12" PIA. EXISTING GRADE FINISH GRADE AT-\ ROOTBALL SAUCER III- I- III III -111- I VIII I I NOT TO SCALE IN N O N 5 CD W 0 CU m a (, o � U L!1 Q) c X 1 U 1 U V � CO N N C[ O N N 000 M co o 0 Or-- - L3 J J W Z In`Q ❑ Y I Ln 0 Ln r Q JUI00 mU pUl❑ I 00 J�® N _ Q ❑ Q Q 0. I . rry ❑ Ll L*1 ❑ U NIn tO .. In L \ �C` J r / V \Q / ❑ ® N N J m Ul PROJECT #: 1306 SHEET TITLE: LANDSCAPE PLAN A1.2 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE.' 1"= 10' DRAWN BY: - CHECKED BY.- 6 PICEA PUN6EN5 COLORADO SPRUCE 5' HT. 6 PICEA PUN6ENS COLORADO SPRUCE 10' HT. q PSEUDOTSU6A MENZIESII ROCKY MTN. DOUGLAS FIR 12' HT. j 6 POPULU5 TREMULOIDE5 ASPEN 2" Caliper �l 6 POPULUS TREMULOIDES ASPEN 3" Caliper 13 PICEA 'MONTGOMERY' MONTGOMERY SPRUCE 10 gallon Oq PINUS MU60 MUC70 PINE 10 gallon q M15CANTHU5 S. '6RACILLIMU6 MAIDEN :1 5 gallon 5 5YRIN6A VULGARIS COMMON LILAC 5 gallon 12 CORNUS STOLONIFERA RED TWIG DOGWOOD 5 gallon REVE6ETATE ALL DISTURBED AREAS WITH NATIVE AND WILDFLOWER SEED MIX. WATER THOROUGHLY AT THE TIME OF PLANTING. DO NOT FERTILIZE AT THE TIME OF PLANTING. PRUNE OUT DEAD OR DAMAGED BRANCHES PRIOR TO PLANTING. 129 WIRE - DOUBLE STRAND - TWISTED. WRAP TRUNK WITH II/2" NYLON STRAP WITH REINFORCED 6ROMET. 5' STEEL 'T' STAKE ROOTBALL TO BE PLANTED AT OR SLIGHTLY ABOVE FINISH GRADE. WATER RING 50% TOPSOIL, 20% COMPOST BACKF I LL. COMPLETELY REMOVE BURLAP, WIRE $ ROPE FROM ROOTBALL. SHOULD THE ROOTBALL BE UNSTABLE REMOVE BURLAP AND WIRE ONLY AS POSSIBLE WITHOUT COMPROMISING INTEGRITY OF THE ROOTBALL. COMPACTED 5U5GRADE. 2 X WIDTH OF ROOT BALL DECIDUOUS TREE FLANT I N& NOT TO SCALE WATER THOROUGHLY AT THE TIME OF PLANTING. DO NOT FERTILIZE AT THE TIME OF PLANTING. PRUNE OUT DEAD OR DAMAGED BRANCHES PRIOR TO PLANTING. 129 WIRE - DOUBLE STRAND - TWISTED. WRAP TRUNK WITH II /2" NYLON STRAP WITH REINFORCED 6ROMET. 5' STEEL 'T' STAKE ROOTBALL TO BE PLANTED AT OR SLIGHTLY ABOVE FINISH GRADE. WATER RING 80% TOPSOIL, 20% COMPOST BACKF LL. COMPLETELY REMOVE BURLAP, WIRE B ROPE FROM ROOTBALL. SHOULD THE ROOTBALL BE UNSTABLE REMOVE BURLAP AND WIRE ONLY AS POSSIBLE WITHOUT COMPROMISIN6 INTEGRITY OF THE ROOTBALL. COMPACTED 5UBGRADE. 2X WIDTH OF ROOT BALL EVE GREEN TREE FLAN? NI5 NOT TO SCALE PLANTING NOTES I. THE PLANT LIST 15 PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL PLANT COUNTS AND IF A DISCREPANCY EXISTS THE PLAN SHALL GOVERN. 2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OF ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONTACTIN6 ALL UTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION. LANDSCAPE CONTRACTOR SHALL BE EXTREMELY CAREFUL WHEN PLACING PLANTS NEAR UTILITIES. 3. LANDSCAPE CONTRACTOR TO RECEIVE 51TE GRADED TO +/ -0.33 FOOT OF FINISHED GRADE. 4. FINAL LOCATION AND 5TAKIN6 OF ALL PLANT MATERIALS SHALL BE AT THE DIRECTION OF THE ARCHITECT /OWNER. LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH PLANTING OPERATIONS UNTIL STAKING 15 FULLY APPROVED. 5. PLANTING BACK FILL MIX 15 TO CONSIST OF 50% NATIVE TOPSOIL, AND 20% COMPOST. 6. ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5' STEEL 'T' STAKES AND GUYED WITH #12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS. ALL EVERGREEN TREE ARE TO BE STAKED WITH THREE 5' STEEL 'T' STAKES AND GUYED WITH #12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS. '7. A FINE FESCUE 8 KENTUCKY BLEND 15 TO BE USED WITHIN THE BOUNDARIES OF THE STONE 51TE WALL ON THE WEST SIDE OF THE HOUSE PER THE LANDSCAPE PLAN. 5. PREPARATION OF NATIVE GRASS AREAS WILL INCLUDE THE FOLLOWING: - LOOSEN 501L TO A MINIMUM OF 2" DEPTH. REMOVE STONES OVER 2" IN DIAMETER AND STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. - DISTRIBUTE 2" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. - GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. q. ALL DISTURBED AREAS TO BE REVEGETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 lbs. PER ACRE: 15% CREEPING RED FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 30% CANADA BLUEGRASS 10% IDAHO FESCUE 15% SLENDER WHEAT65RA55 Wildflower seed /forbs mix shall be added to the native grass mix at the following rates per acre: Wild Flax I Ib/ acre Rosy Pussytoes I Ib/ acre Colorado Blue Columbine I Ib/ acre Scotch Bell Flower .25 Ib/ acre Sulphur Indian Paintbrush .5 Ib/ acre Aspen Sunflower 2 Ib/ acre Scarlet 61110 I Ib/ acre Silvery Lupine 2 lb /acre Chiminq Bells .25 lb /acre Rocky -Mtn. Penstemon I lb /acre Showy 6oldeneye .5 lb /acre Wild Buckwheat .5 lb /acre 10. ONE APPLICATION OF A DI- AMONIUM PHOSPHATE FERTILIZER, I5-46 -0 AT THE RATE OF 8 lbs. PER 1000 s.f., SHALL BE BROADCAST PRIOR TO SEEDING. 11. MULCH ALL SOWN AREAS WITH 2 " -3" OF WEED FREE STRAW. TACKIFY STRAW MULCH AREAS WITH AN APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 lbs. PER ACRE. 12. ALL SEEDED AREAS WITH A SLOPE OF 2:1 OR GREATER SHALL BE CONTROLLED WITH EROSION CONTROL NETTING. 13. AFTER SEEDING, RAKE OR DRAG SURFACE OF 501L LIGHTLY TO REINCORPORATE SEED INTO TOP I /8" OF SOIL. 14. LAWN IRRIGATION SYSTEM TO BE DETERMINED. 15. ALL NATIVE 6RA55 SEED AREAS WILL BE IRRIGATED FOR THE FIRST YEAR A TEMPORARY ABOVE GROUND SPRAY SYSTEM. TEMPORARY EROSION CONTROL I. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST MANAGEMENT PRACTICES. 2. A "6EOFAB" SILT FENCE 15 TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT IN PLACE UNTIL FINISH GRADE 15 ACHIEVED. 3. AT THE BASE OF TOPSOIL OR FILLSOIL STOCKPILED ON SITE , A "GEOFAB" SILT FENCE OR STRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT AND SEDIMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF 5EDIMENT- LADEN WATER (MUD) FROM THE SITE AND SHALL BE REQUIRED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR APPROPRIATE TOWN OF VAIL OFFICIALS, IF PROBLEMS OCCUR. DRY - STACKED FIELDSTONE RETAINING 6 " -12" PIA. EXISTING GRADE FINISH GRADE AT-\ ROOTBALL SAUCER III- I- III III -111- I VIII I I NOT TO SCALE IN N O N 5 CD W 0 CU m a (, o � U L!1 Q) c X 1 U 1 U V � CO N N C[ O N N 000 M co o 0 Or-- - L3 J J W Z In`Q ❑ Y I Ln 0 Ln r Q JUI00 mU pUl❑ I 00 J�® N _ Q ❑ Q Q 0. I . rry ❑ Ll L*1 ❑ U NIn tO .. In L \ �C` J r / V \Q / ❑ ® N N J m Ul PROJECT #: 1306 SHEET TITLE: LANDSCAPE PLAN A1.2 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE.' 1"= 10' DRAWN BY: - CHECKED BY.- KB C COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. SCONCE AT BAL 3' R LO EXTEfR1Cf;R LIGNTING LIGHTING LEGEND GENERAL NOTES: I. ALL OUTDOOR LIGHTING MUST CONFOit"I TO THE TOWN OF VAIL CODE SECTION 14 -10 -7. 2. ALL OUTDOOR LIGHTING SHALL COMPLY WITH THE TOWN OF VAIL'S ADOPTED ENERGY CONSERVATION CODE. 7.9' 3o6f63 HOOD Outdoor aiumirrum dw*-eq fly arc, smaU Patent Pwdng Dimensions Halght QTY. DESCRIPTION MANUF. MODEL COMMENT -�- 2 RECESSED CEILING LIGHT BEGA 6140 MH - 31W PAR -20 MH BULB Max Hanging v0slght housing. Internal perforated stainless steel baffle for glare control. 3 The OR Incandaseant Lmmping Electrical: Lampholder: H.I.D. pulse dated 41 1. Ballast: electron !a, Socket; mesllum unKaml voltage 120V through 277V, Through WIring; Maxlmurn Bulb A -1 S. 60 vaatt max SIM. 7511C. TWo 7/V knockouts provided for 14" oondrult. -0-1 1 EXTERIOR WALL SCONCE HUBBARDTON VNIGC - IOOW MAX. "DARK SKY" COMPLIANT, FORGE GENERAL NOTES: I. ALL OUTDOOR LIGHTING MUST CONFOit"I TO THE TOWN OF VAIL CODE SECTION 14 -10 -7. 2. ALL OUTDOOR LIGHTING SHALL COMPLY WITH THE TOWN OF VAIL'S ADOPTED ENERGY CONSERVATION CODE. 7.9' 3o6f63 HOOD Outdoor aiumirrum dw*-eq fly arc, smaU Patent Pwdng Dimensions Halght 13.811 nth 7.9" Projectlan 9411 Ba0viate 5.0" %6,0° Mounting Haight 33" B° ADA Compllant? No Max Hanging v0slght housing. Internal perforated stainless steel baffle for glare control. 3 The Continuous high temperature gasket for weather tight operation. Incandaseant Lmmping Electrical: Lampholder: H.I.D. pulse dated 41 1. Ballast: electron !a, Socket; mesllum unKaml voltage 120V through 277V, Through WIring; Maxlmurn Bulb A -1 S. 60 vaatt max of four (4) Igo 12 AWG conductors (plus ground) suitable for 3 � , 'i +�+ k UL Eliding Outdoor wet Updated 1 13 EXTE�10� SCONCE CUT SHEET N.T.S. Recessed coiling luminaires - faceplate STAINLESS STEEL TAINING EDED TO SLOPE EEN 1 - fl f a-7 D P im �A - Lamp Lumen A B C Ian M 6NOMH 1 39W PAR-20 MH 20W 42/a 7 15 H2MH Type: BE GA Pry duct- Project. Voltage: Color. Options: Modified: r� WOO EXTEf;RlCf;R �ECE55EID CAN CUT 5HEET T.S_ � N O _ N 00 -°a L (6 0 V O � U LLI c a� o 1 U L� f 1 U _N L D CX _C14 ca c Q o CZ) a� rn O� r o c M O .� L3 J J W z Q❑ in L3 U, J En m Q U I �oLn❑ N J Q I z .. ❑❑ C] QZ �o I*10 Ll N U) � J ❑DN> J m U) 0 PLAN Al .3 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 1 "= 10' DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT A- 1306 SHEET TITLE: EXTERIOR LIGHTING Housing; Constructed of extruded and dle cart aluminum. Rough -In housing constructed of galvanized steel with through wiring box and support yoke. Haugh -in kit includad. _D ING Enclosure. All stainless steel faceplate Clear re" thick tempered glass; Faceplate Is secured by four (4) flat scckat head, stainless SEMENT steel, captive sor" threaded into srtainless st l Inserts in " housing. Internal perforated stainless steel baffle for glare control. .OwER Continuous high temperature gasket for weather tight operation. Electrical: Lampholder: H.I.D. pulse dated 41 1. Ballast: electron !a, unKaml voltage 120V through 277V, Through WIring; Maxlmurn of four (4) Igo 12 AWG conductors (plus ground) suitable for 7511C. TWo 7/V knockouts provided for 14" oondrult. SEMENT Finish: #4 brushed, stainless steel. U.L. listed, suitable for wet locations. Protection class: IP 85, TAINING EDED TO SLOPE EEN 1 - fl f a-7 D P im �A - Lamp Lumen A B C Ian M 6NOMH 1 39W PAR-20 MH 20W 42/a 7 15 H2MH Type: BE GA Pry duct- Project. Voltage: Color. Options: Modified: r� WOO EXTEf;RlCf;R �ECE55EID CAN CUT 5HEET T.S_ � N O _ N 00 -°a L (6 0 V O � U LLI c a� o 1 U L� f 1 U _N L D CX _C14 ca c Q o CZ) a� rn O� r o c M O .� L3 J J W z Q❑ in L3 U, J En m Q U I �oLn❑ N J Q I z .. ❑❑ C] QZ �o I*10 Ll N U) � J ❑DN> J m U) 0 PLAN Al .3 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 1 "= 10' DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT A- 1306 SHEET TITLE: EXTERIOR LIGHTING SCONCE AT 13AL 3' R LO� _DING SEMENT .OWER SEMENT ;TAINING EDED TO SLOPE !EEN SNOW STORAGE CALCULATIONS: 1. PER TOWN OF VAIL CODE SECTION 14 -3 -2 ALL REQUIRED PARKING AND ACCESS AREAS SHALL BE DESIGNED TO ACCOMMODATE ON SITE SNOW STORAGE: FOR UNHEATED DRIVES, THE SNOW STORAGE AREA MUST BE AT LEAST 30% OF THE PAVED SURFACE AREA. INDICATES THE PAVED AREA INDICATES THE SNOW STORAGE AREAS PAVED AREA 5p.) SNOW STORAGE AREA (5.F.) PERGENTAGE M 10.15.13 CONCEPTUAL DRB SET 01.12.14 NINE ral, M� &M d �111!i 1 Z N O _ N 00 L (6 0 o 0 LLI c a� 0 U L� f 1 U _N L 3 a) (6 cx � CD IN C Q O O(V c O� Ch V co O c) M O .� L3 J J W z QO D u, Ln J En m Q U I .,p U]0 N J Q 0� Q � I z C] QZ �o I*10 Ll N u) � J 00N> N J m u) PROJECT A- 1306 SHEET TITLE: SNOW STORAGE PLAN A1.4 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 1 "= 10' DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. i HEIGHT CALCULATIONS: 1. PER TOWN OF VAIL CODE SECTION 12 -68 -1 THE HEIGHT OF A FLAT OR MANSARD ROOF SHALL NOT EXCEED 30' -0" AND 33' -0" FOR A SLOPING ROOF. 2. FOR THESE CALCULATIONS, THE MEASUREMENT WAS TAKEN FROM EXISTING OR FINISH GRADE, WHICHEVER WAS MORE RESTRICTIVE. AT THE INTERIOR OF THE BUILDING FOOTPRINT, THE MEASUREMENT WAS TAKEN FROM EXISTING GRADE. 3. REFER TO SHEET A2AO FOR ROOF PLAN INFORMATION. 4. CRITICAL POINTS ON THE ROOF HAVE BEEN LABELED ON THE DRAWING W/ THEIR RESPECTIVE GRADE ELEVATIONS CALLED OUT IN THE TABLE BELOW: MARK ROOF ELEVATION (DATUM 100' = 8026') GRADE ELEVATION (EXISTING/FINISH) HEIGHT DIFFERENCE A 116' -4" 8013'/8014.1 29' -4" B 106'- 2 " 8014.578015.0' 19' - 9" C 100'- 2 " 8021.15'/8021.50' 121-211 D 1001-111, 8022.25'/8021.15' 131-211 E 111' -0" 8021157- 15' -3" F 1051-111, 80201578023.5' 141- 2 " G 1151-51, 8020.2578025.15' 211-311 H 120' -9" 8022'/8025.25' 24' -9" 1 1131-01, 802 4.15'/8026' 141-311 1 113' -0" 80237- 16' -0" K 120' -9" 80111250- 21' -6" L 115' -5" 8016.1511- 24' -8" M 101' -9" 8016.257- 11' -6" N 111'-2" 8015.51/- 211-&" O 111' -2" 8011'/8013.5' 26' -2" P 116' -4" 8011.25'/- 25' -i" *• NOTE: ALL GRADE ELEVATIONS GIVEN IN USGS AND BUILDING ELEVATIONS ARE GIVEN WITH RESPECT TO THE ARCHITECTURAL DATUM OF 100' -0" = 8026' USES. HEI�HT CALCULATION N O V) o �00 0 m o 0 � U L Ld r Q� a� cl s LJ f � U � Li (p L c Q co N O ro mr- �Z` co M V 00 0 M 0 Ll J J W z Q0 En �I�Ln C] in in co Q mQv U]0 co 0 cq p� Q � I Z..L70 LJ Qz •0 Is0N[] L o N N o [%.. J H Q 130 mN> N 0 PROJECT #: 1306 SHEET TITLE: BUILDING HEIGHT CALCULATION .5 A1 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 4 "= 1' -0" DRAWN BY: KB CHECKED BY.' KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. '1Z SITE COVERAGE CALCULATIONS: 1. PER TOWN OF VAIL CODE SECTIONS 12 -2 -2 AND 12 -68 -S THE BUILDING SITE COVERAGE MUST NOT EXCEED 20% OF THE LOT AREA. 2. FOR THESE CALCULATIONS, ANY ROOF OR DECK OVERHANG WHICH EXTENDS BEYOND THE FACE OF THE BUILDING BY MORE THAN 4' -0" WAS INCLUDED IN THE AREA COVERED BY THE BUILDING. (DECKS EXTENDING: OVER LOWER SPACES WERE NOT INCLUDED) INDICATES LOWER LEVEL BUILDING AREA INDICATES MAIN LEVEL BUILDING AREA INDICATES MAIN LEVEL ROOF AREA (BEYOND 4' -0 ") DINDICATES THE OUTER LIMITS OF THE LOWER, MAIN < UPPER LEVELS 3. SITE AREA, AS INDICATED ON THE SITE SURVEY, IS 11,656.'1 SF. COMPONENT AREA (6.F.) OUTER LIMITS QF TWE I OWE 2328.8 9.9 TOTAL BUILDING AREA 2328.8 LOT AREA (S.F.) BUILDING AREA (S.F.) SITE COVERAGE (%) 11686. 9.9 SITE � COVEfRAGE FLAN! 1 N O o 00 O m 0 (} O � U L Ld �- a� F- o U f 1 U O LJ i 3 v i (6 ,I- C Q O N O M Cfl 2 O ti -0 �1 � V cMOO_O I-- M m Ll J J W z Qo In I� � U E n Q0 i Ico mQV U]0 I.,p co � p > Q ❑ I z .. L7 U QZ '0 1."0�U ul N N t0 - J [� ❑mN> LPL N M ISSUED FOR DATE. 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 1"= 10' DRAWN BY: KB CHECKED BY. KB 2013 ©COPYRIGHT BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: SITE COVERAGE PLAN A1.6 I I I t'-IAN LEVEL FL00f;R f=LAN s i UFFElam LEVEL F 2 /A1.8 RE: A2 /AI.S wall a: &4.& wall I: 2Co .1�2 urdereround: .II of under round: 203.18 5f SOUTH ELEVATION #2 i;',NC�TN ELEVATION #2 � �-a ]/all = 11-011 1/011 = 11-011 I I I I I ------ - - - - -- wall 4- 348.18 wall 3. .480.38 urdereround: 12E�. &3 5 urdereround 0 sf EAST ELEVATION 'I Vall = r-oll I � I - -II BACKFILL 4 SLAB ON GRADE - wall I: 51(o.ro -- u+ndererourd: 21.5 sf (:a1:)WEST LAT f ON x,1.8 ) 1/8'1 = r_o11 wall G: &e.& undereroLxd: &e.ro sf WEST ELEVATION #2 s o SOUTH ELEVAT�ON #1 wall 5-- 23=7.0ro undereround: 23 -1.0& sf E45T ELEVA70N 1/811 = 11 -011 I I I I I I wall 2- 2813.1& undererou+nd: 28'3,1& 2 PROPOSED AREA DATE: ALLOWABLE AREA 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 *1 02.04.14 LOT SIZE: 111656.7 sf (.2676 ACRES) 5OUTH ELEVATION FINAL DRB SET 03.03.14 TOTAL WALL AREA = 48038 5F WALL AREA BELOW GRADE = 0'F PER ZONING (SECTION 12- 15 -2): SOUTH ELEVATION *2 00,000 57) (4) = 4000 sf TOTAL WALL AREA = 6416 5F (1,656.7 5F) (.13) = 215.36 sf WALL AREA BELOW GRADE = 7.115F EAST ELEVATION *1 SHEET SCALE: 114" = 1' -0" DRAWN BY.- TOTAL WALL AREA = 348.18 SF KB C COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. WALL AREA BELOW GRADE = 125.63 5F EAST ELEVATION *2 TOTAL WALL AREA = 237.06 5F WALL AREA BELOW GRADE = 237.06 5F NORTH ELEVATION *1 TOTAL WALL AREA = 289.16 5F WALL AREA BELOW GRADE = 289.16 5F NORTH ELEVATION *2 TOTAL WALL AREA = 266.92 5F WALL AREA BELOW GRADE = 203.18 5F WEST ELEVATION *1 TOTAL WALL AREA = 51610 5F WALL AREA BELOW GRADE = 27.5 SF WEST ELEVATION *2 TOTAL WALL AREA = 69.6 5F WALL AREA BELOW GRADE = 69.6 -OF TOTAL WALL AREA = 2270.93 5F TOTAL WALL AREA BELOW GRADE = 959.26 SF PERCENTAGE BELOW 6RADE = 42.2% LOWER LEVEL AREA REDUCTION = 746.2 5F (.422) _ (17663 SF) TOTAL ALLOWABLE = 4215.36 sf TOTAL 6WA (SEE SHEET AI.7) = 3225.7 sF NOTE: SQUARE FOOTAGE CALCULATED USING METHODS OUTLINED IN TITLE 12, CHAPTER 15, VAIL TOWN CODE LEGEND: ELEVATION AREA ELEVATION AREA D BELOW GRADE ISSUED FOR DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114" = 1' -0" DRAWN BY.- KB CHECKED BY: KB C COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. 1 A3s� 1 — — — - II 1 T-� I DASHED L INES OF GARAGE ABOVE ' I L GARAGE ABOVE BOULDER RETAINING WALL RE: SITE LAN 2X FURRED WALLS W/ INSULATION I UI PROVIDE ACCESS PANEL INTO UNFINISHED SPACE VENT MECHANICAL ROOM THROUGH EXTERIOR WALL LINE OF CONC. FOUNDATION WALL BELOW RE: SECTIONS I A3.3 1 COLUMN FROM ABOVE RE: STRUCTURAL STEP GONG. FOUNDATION RE: STRUCTURAL A4_z LINE OF GONG. FOUNDATION WALL BELOW RE: SECTIONS DECK ABOVE RE: ELEVATIONS 5ATN *12 lm9 A32 1 A4.. PAT I O OL T.O. STONE 88' - 9" I 44.0 LOUJEF;R LEVEL FLOOFR ==LAN 1/411 i 1' -011 AREA: TOTAL 1768.3 sf HEATED LOWER LEVEL 1630.5 sf MECH. 70.7 sf UNFINISHED 73.5 sf rp (/) N O O N _ &5 c O 0 O L O � � U w a) 0 1 U V U O L 3 rJ N C' Lo C_ O N O �OSS11 W r- V O c o M M.- L3 J J W Z Q❑ Ln L3 Ln Q JLnI00 m Q U U1 0 Do N J Q 0 I <Q� ❑ . Q Z rry ❑ <` ❑ 61, U N In .. J � In ❑ ®N J m U] L9 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.1214 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114 "= Y - -0" DRAWN BY.- CHECKED BY.- KB 2013 ©COPYRIGHT BLUELINE ARCHITECTS P.C. PROJECT A: 1306 SHEET TITLE: LOWER LEVEL FLOOR PLAN A2.1 C C ' I USE BOULDERS WHERE NEEDED AROUND AUTOCOURT PULLOUT RE: SITE PLAN I AUTOCOURT 1 DECK ABOVE RE: ELEVATIONS LANDSCAPE DASHED LINES OF BOULDER WALLS BEAMS ABOVE I 2B I I 21A3 I T.O. CONC. OL I I I I I I I I I I I 1= I I I I L - - - -J L ----------- J 25' -1" GARAGE - v OL T.O. CONC. 2' -0" - I I wiD MASTER CLOS. II F] Jo--- 0 i' -0" 3 32 15' C" MASTER II MASTER WOOD SCREEN ON 5ATH - BEDROOM OUTSIDE OF GLASS a� 2Oi RE. ELEVATIONS I 20 = = OL T.O. PLYW o FREE-STANDING 204 `o CLOS. (2-0-6) a4 100'-0" = 1602(0' USGS A = 202 121-12''l _ LOW 50ULDER — RETAINING WALL � — W.C. — _ - - - -- — - — -202 A ff) 5' 1�2" 32�� 1� all �32�� 111-9 3-511: D = S I SPARK' LINEAR — O TSI E CIF I A NER T C RE; VATIO 9 FIR5URACE HEARTH w LANDSE PLANTER i 32 3. I D IN ING GREAT � ROOM to 20� A3. A3. 511" 2T -1" L NDSCA DE T O. S ONE PLANTEi� 9 - 17 g140u -92" 2" _ n 32u LINE OF BEAM 4' -,'' 21= ABOVE L — — — — — POWD.I 2' - (o" .1' -2" I J UP 41-9z11 21 - 2 3I1 ITCHEN 8�� 4 2 T to W 209 I :oNC. IuD 212 � � I AI N I, I A4.2 DRIP THROUGH WOOD DECK RE: ELEVATION I- I I r I I�� I I A3.2 I A4.1 6X6 WOOD TIMBER SCREEN WALL ABOVE RE: ELEVATIONS II I A4jo I 3' -0" TALL WOOD RAILING RE: ELEVATIONS PROVIDE GAS O g _2 r �, - -- __ _- I STUB FOR GRILL no I - - - - I j � j DW j PANTRY I DBL. l� I OVEN r I I I I I oil 1 I� IU Lm Lm I I I I 21_11 I I 2 11' -O" I (oX�o WOOD TIMBER A3 I BAND OF HORIZONTAL SCREEN WALL RE: ELEVATIONS WINDOWS ABOVE _COUNTERTOP RE: ELEVATIONS AREA: A3.3 MAIN LEVEL 1576.9 sf GARAGE 572.0 sf ENTRY PATIO 185.6 sf KITCHEN DECK 179.1 sf tIAIN LEVEL F:LCOfR FLAN ,42.2 1/ {II i 1'_011 rp N iI O N _ N &5 0 O 0 � O � O � U Lil m 1 U r V � r� U O cz D c� � L c O N O cy) CD �1 W M V O CD 'O M 0).c_ L3 J J W z Q0 Ln L3 Ln Q J�Ico mpU U10 I co N _ Q ❑ ; Q � Z z .. ❑ ❑ Q z N ❑ L� 0 U N In .. � J In ❑ ❑ N J m U] L9 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE. 114 " = Y -0" DRAWN BY.- CHECKED BY.- KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: MAIN LEVEL FLOOR PLAN A2.2 O 1 1 O O I 32, 1 / EN I KT L LINE OF BEAM - - � �-011 -- - LA - - - -- 2 210 - - — — — — - -� 51�� - -- 3! - l li�� = = 3 13 -�" 2 2' -l„ 3 3,411 A A3.5 -- 2 PEN O OL T.O. Pl YWD --------- R RAILING D DN 100'- " = 6026' USGS / /I ) C , COVERED - -- b b M rr - DECK Ir - 1� P PRIG. ----- -- = R ROOM L 212 1 11 7 8 1p ' M __77 MIGR 41-9z11 21 - 2 3I1 ITCHEN 8�� 4 2 T to W 209 I :oNC. IuD 212 � � I AI N I, I A4.2 DRIP THROUGH WOOD DECK RE: ELEVATION I- I I r I I�� I I A3.2 I A4.1 6X6 WOOD TIMBER SCREEN WALL ABOVE RE: ELEVATIONS II I A4jo I 3' -0" TALL WOOD RAILING RE: ELEVATIONS PROVIDE GAS O g _2 r �, - -- __ _- I STUB FOR GRILL no I - - - - I j � j DW j PANTRY I DBL. l� I OVEN r I I I I I oil 1 I� IU Lm Lm I I I I 21_11 I I 2 11' -O" I (oX�o WOOD TIMBER A3 I BAND OF HORIZONTAL SCREEN WALL RE: ELEVATIONS WINDOWS ABOVE _COUNTERTOP RE: ELEVATIONS AREA: A3.3 MAIN LEVEL 1576.9 sf GARAGE 572.0 sf ENTRY PATIO 185.6 sf KITCHEN DECK 179.1 sf tIAIN LEVEL F:LCOfR FLAN ,42.2 1/ {II i 1'_011 rp N iI O N _ N &5 0 O 0 � O � O � U Lil m 1 U r V � r� U O cz D c� � L c O N O cy) CD �1 W M V O CD 'O M 0).c_ L3 J J W z Q0 Ln L3 Ln Q J�Ico mpU U10 I co N _ Q ❑ ; Q � Z z .. ❑ ❑ Q z N ❑ L� 0 U N In .. � J In ❑ ❑ N J m U] L9 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE. 114 " = Y -0" DRAWN BY.- CHECKED BY.- KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: MAIN LEVEL FLOOR PLAN A2.2 I A3.2 I A4.1 6X6 WOOD TIMBER SCREEN WALL ABOVE RE: ELEVATIONS II I A4jo I 3' -0" TALL WOOD RAILING RE: ELEVATIONS PROVIDE GAS O g _2 r �, - -- __ _- I STUB FOR GRILL no I - - - - I j � j DW j PANTRY I DBL. l� I OVEN r I I I I I oil 1 I� IU Lm Lm I I I I 21_11 I I 2 11' -O" I (oX�o WOOD TIMBER A3 I BAND OF HORIZONTAL SCREEN WALL RE: ELEVATIONS WINDOWS ABOVE _COUNTERTOP RE: ELEVATIONS AREA: A3.3 MAIN LEVEL 1576.9 sf GARAGE 572.0 sf ENTRY PATIO 185.6 sf KITCHEN DECK 179.1 sf tIAIN LEVEL F:LCOfR FLAN ,42.2 1/ {II i 1'_011 rp N iI O N _ N &5 0 O 0 � O � O � U Lil m 1 U r V � r� U O cz D c� � L c O N O cy) CD �1 W M V O CD 'O M 0).c_ L3 J J W z Q0 Ln L3 Ln Q J�Ico mpU U10 I co N _ Q ❑ ; Q � Z z .. ❑ ❑ Q z N ❑ L� 0 U N In .. � J In ❑ ❑ N J m U] L9 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE. 114 " = Y -0" DRAWN BY.- CHECKED BY.- KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: MAIN LEVEL FLOOR PLAN A2.2 i Aim 1 i i i i i i i i i i i i i i L_ A42 A3.2 A4.1 1 AREA: A3.3 UPPER LEVEL 624.66 sf Lm Lm Lm Lm DECK 95.0 sf UFFE� LEVEL FL00f;R FLAN 423 1/411 = 11-011 ro N O N N _ &5 0 O O � O O � � U W m U r V � r-) U O L N C' Lo C_ O N O C.62 � W r- @ O f) 'O M 0) Ll J J W z Q0 EN Ln Ll Ln 0 QJLI00 M Q U U1 0 Do N J Q ❑ I Q Q ❑ z .. L9 Ll C`061,U N In .. J � In 0 ®N U] L9 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.1214 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE. 114 "= Y - -0" DRAWN BY.- CHECKED BY.- KB 2013 ©COPYRIGHT BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: UPPER LEVEL FLOOR PLAN A2.3 COMPOSITE SLATE ROOFING, TYF'. I KUUJ I INCa, I T f-. itm-- ill EMIL g 1/411 = 11 -011 A4.2 DECK RAILING BELOW A3.2 1 ro Ll DATE: Z N 10.15.13 CONCEPTUAL DRB SET O PROGRESS SET 01.20.14 N 02.04.14 J _ 00 W 03.03.14 En L (6 V O En U I m Q pN0 Lu I Z >Lo 0 c aZ t-.. oNn a� 0 N o ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. 1 U 0 m N > LPL � N U Q _N L 1..1 cr. o 04 (6 't IN C Q O ON 13) O Ch V co CD O M O .� Ll DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET J PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 J 02.15.14 W 03.03.14 En z I�m Q0 En V00 I m Q pN0 I Z >Lo 0 V aZ t-.. oNn DRAWN BY.- 0 N NN�D N» ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. J Q 0 m N > LPL � N Q 1..1 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.1214 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114" = 1'-0" DRAWN BY.- CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT A- 1306 SHEET TITLE: ROOF PLAN A2.4 STAINED RS CEDAR FASCIA 3X4 WOOD TOP RAIL STAINED RS SPRUCE TIMBER 2X4 WOOD TOP RAIL SCREEN WALL 6X6 WOOD POST SPRUCE BEAMS /RAFTERS EXPOSED 2X2 WOOD PICKETS AT 5'/2 " O.C. 2X4 WOOD BOTTOM RAIL 2X WOOD DECKING TYP. EXTERIOR RAILING RE: 2/A3.0 STUCCO WALL: WHITE TO MATCH 6X10 WOOD JOISTS AT I' -6" O.C. 6X12 WOOD BEAM 6X10 WOOD BRACKET 3 EXTERICR MATERIALS IMAGE K2 DECK DETA ,43.E N.T.S. 1/2" = 1' - 0" hi r2 2'- 3 2 F T — — — — r — — — — — — — — — — — I I i I I --- I-- - - - - -- T 026' USGS � T.O. CONC. 89' -0" NORTH ELEVATION EXTERIOR WALL RE: PLAN N O N �00 -°a L (6 0 o � U LIJ 0 1 U U m cr. ca � ( c Q o ° ai rn a) -2 C) r- c'0 0 M O .� L3 mj J W z EnI . ts Q0 D ul Ln J E _ W in o m Q U p� Q � I z QZ C] t-.. �o ON[] LaN ko ul J O0 N> J m u) PROJECT #: 1306 SHEET TITLE: EXTERIOR ELEVATIONS A3.0 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 4" = 1' -0" DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. E A-3 6X6 WOOD POST (oXIO RECLAIMED WOOD BEAMS -a 1' -4" O.C. 6X12 RECLAIMED WOOD BEAM 6XIO RECLAIMED WOOD BRACKET PLASTER FINISH i i i i i i i i xir l N l at-I GRADE (7"'� E,45T ELEVATION 1\1t3j- 1 11411 = 11 - oil DECK 4 ID HORIZONTAL D WOOD TYP. ;D VERTICAL OIL T.O. PLATE 112' -S-1/$" T.O. PLYWD 101BI -,a" EXISTING GRADE OL T.O. PLYWD 100' -0" = 0026' USGS OL T.O. GONG. 89' -O" Z N O _ N 00 L (6 C6 L o � U Ld c a� �-- o 1 U cr. U _N L 3 CD 04 (6 't Lo C Q O ON 13) cq Ch V O CD M O .� L3 J J W z EnI . ts Q0 D u, Ln m Q U J En in o p� Q � I z C] QZ �o I*10 Ll N u) � J 0pN> J m u) PROJECT #: 1306 SHEET TITLE: EXTERIOR ELEVATIONS A3.1 ISSUED FOR: D DATE.• 100% SD SET 1 10.15.13 CONCEPTUAL DRB SET 0 01.12.14 PROGRESS SET 0 01.20.14 UTILITYAPPROVAL SET 0 02.04.14 MAZER SET 0 02.15.14 FINAL DRB SET 0 03.03.14 SHEET SCALE: A AS NOTED DRAWN BY.• - - CHECKED BY: K KB © COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. O O 00 6' o° 111 -10111 31 -7111 11' -7 111 21 �� 112il 9' 48' -32" ('I 5®UTH ELEVATION ,4 3.2 v4" = V - m" 1SGS 5GS N O .ter O co Y 13 N (6 L W c F m U / 1 U LJ � L 3 N co I, Lo C co N N cli (6 s 00 M V O r1- U M M .0 L3 J J W z Q0 In N :3 L3 Ln 0 Q JLnI00 M Q U U1 0 N Q O�Q� I z ..L70 U QZNO L� 0 U N In � J ❑ ®N U] SHEET TITLE: EXTERIOR ELEVATIONS A3.2 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114 "= 1' -0" DRAWN BY.- - CHECKED BY.- KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT A' 1306 (7"'� LUEF ELEVATION ,\�t3 J-3 11411 = 11 - oil Z N N O N 00 L (6 C6 L o U W c a� o 1 U U _N L (6 't Lo C Q O ON C cq Ch V O C) M O .� C] J J W z EnI . ts Q0 D u, Ln J U = W in o m Q U p� Q � I z U QZ 0 I�ONU N u) � J 0pN> J m U PROJECT #: 1306 SHEET TITLE: EXTERIOR ELEVATIONS A3.3 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 au 11-011 IS1 -011 I01 -011 (7"'� LUEF ELEVATION ,\�t3 J-3 11411 = 11 - oil Z N N O N 00 L (6 C6 L o U W c a� o 1 U U _N L (6 't Lo C Q O ON C cq Ch V O C) M O .� C] J J W z EnI . ts Q0 D u, Ln J U = W in o m Q U p� Q � I z U QZ 0 I�ONU N u) � J 0pN> J m U PROJECT #: 1306 SHEET TITLE: EXTERIOR ELEVATIONS A3.3 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 4" = 1' -0" DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. 6 RI HOLD WOOI OF E 6 RI HOLD WOOI OF E OMPO51TE SLATE ROOFING, rP. X WOOD BEAMS AT 2' -0" O.G., rP. < BUILT -UP WOOD FASCIA, rP. :6 RECLAIMED HORIZONTAL DOD SIDING ABOVE WINDOWS X6 TIMBER SCREEN WALL IN 2ONT OF WINDOWS T.O. PLYWD 100' -0" = 8026' USGS 4NDSCAPE CANTER TRY PORCH LUEF ELEVATION = M5TR. 5ATH ,43.E 1/4" = 1' - m" OMPOSITE SLATE ROOFING, rP. X WOOD BEAMS AT 2' -0" O.C., rP. < BUILT -UP WOOD FASCIA, rP. b RECLAIMED HORIZONTAL DOD SIDING ABOVE WINDOWS LIGN TOP OF WINDOW W/ OTTOM OF BEAM DRIZONTAL MUNTIN BARS TO LIGN W/ DINING ROOM 4 gTRY WINDOWS NDOWS BEHIND 6X6 WOOD MBER SCREEN WALL 'IMBERS NOT SHOWN) OL T.O. FLYWD 100' -0" = 8026' USGS 4NDSCAPE LANTER sJT;;PY Pnr%?(-W 3 WEST ELEVATION - MSTR. 5ATH ,43 1/4" = V - m" DASHED LINE OF E OF BEAM E RE: SE 6X6 WOOD TIME FRONT OF WINDOI GAPS BETWEE 6X WOO[ RE: STRU 6X6 WOOD TIME FRONT OF WINDOI GAPS BETWEE ALIGN HORIZONTAL BARS W/ WIND OTHER SIDE OF (: .4 (:I OP OF WINDOW W/ 1 OF BEAM rWD :LAIMED HORIZONTAL >IDING, TYP. GLASS DOOR W/ NTAL WOOD BEAMS TO TIMBER SCREEN -- ' THAT IT DOESN'T HIT IVERHANG 15ER SCREEN WALL IN �)F WINDOWS rWD ' = 8026' USGS ;APE PLANTER PLAN ;APE BOULDERS � I vlv� r'AT 10 RE: SITE PLAN 2 E>45T ELEVATION = ENTRY - ,43.4 1/4" = 1' - m" (::.4 (::I OP OF WINDOW W/ 1 OF BEAM rWD :LAIMED HORIZONTAL >IDING, TYP. GLASS DOOR W/ NTAL WOOD BEAMS TO TIMBER SCREEN (NOT -- VERIFY THAT IT r HIT ROOF OVERHANG 3 BEHIND 6X6 TIMBER ICREEN (TIMBER I NOT SHOWN) rWD ' = 8026' USGS ;APE PLANTER PLAN :APE BOULDERS � I vlv� r'ATIO RE: SITE PLAN 1 EAST ELEVATION - ENTR -' ,43.E 1/4" = 1'- m" N O _ N 00 L (6 C6 L o � U w a� o 1 U LI f 1 U N cx —04 Q o °�a� rn CD -2 O� cy� 0 c) L3 J J W Z En Q❑ D uLn l J E _ W in o m Q U p� I z >Q ..0❑ C] QZ ❑ ICON[] N ul � J ❑0N> J m N PROJECT A- 1306 SHEET TITLE: EXTERIOR ELEVATIONS (PARTIAL) A3.4 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 4" = 1' -0" DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. cot, BUILT -Uf WO 1X6 RE( 1X6 RE( EXISTIP FINI: 3 5OUTH ELEVATION - GARAGE 3.� 1/4" = 1' — 0" T.O. PLATE 110' -6" &X WOOD B RE: STRUCTU 6X6 WOOD TIMBER SCF RE: ELEVATI 1X6 RECLAI11 HORIZONTAL WOOD SIL WATERPROOF DECK O LIVING SP RE: PL 1X6 RECLAIMED HORIZONTAL WOOD SIDING 6X6 WOOD TIMBER SCREEN RE: ELEVATIONS 3' -0" TALL TIMBER WOOD RAILING, TYfm. T.O. PL's' 100' -0" = 8026' USGS WATERPROOF DECK OVER LIVING SPACE RE: PLANS 2 UJE5T ELEVATION - LIVING ,43.E 1/4" = r - 0" A) (5) (C) (ED 111-102 3' -9111 RECLAIMED WOOD TRIM 4 T.C. PL` WQ 100' -0" = 0026' USGS 5OUTH ELEVATION - KITCHEN ,43.E 1/4" = 1'— 0" Z N O _ N 00 L (6 C6 L o U W c a� o 1 U LI f 1 U � ca � � c Q o °N CD rn 2 ocq r- CD M O .� L3 J J W Z EnI . ts Q0 D ul Ln J E _ W in o m Q U z pjQ� I C] QZ 0 ICON[] N�tO .. ul J I - >'Q 00N> J m U] PROJECT A- 1306 SHEET TITLE: EXTERIOR ELEVATIONS (PARTIAL) A3.5 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 4" = 1' -0" DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. J) (H) (G)(F ) OIL T.O. PLATE 101' -6 IX6 RECLAIMED HORIZONTAL WOOD SIDING, TYP. 6X6 TIMBER SCREEN WALL IN FRONT OF WINDOWS IX4 RECLAIMED WOOD TRIM IX6 RECLAIMED HORIZONTAL WOOD SIDING, TYP. PLASTER FINISH EXISTING/FINISH GRADE :LAIMED 'P. ATE JJOOD TRIM HORIZONTAL P. 2EEN WALL IN .JS 4 ENTRY YWD " = 8026' USGS I I I I I I 12 2' 6X WOOD BEAM RE: STRUCTURAL CHIMNEY W/ 12 OL T.O. PLASTER FINISH BE AM � 3 \ \ \ \ BUILT -UP 2X RECLAIMED WOOD FASCIA, TYP. T.O. PLATE 1X4 RECLAIMED WOOD TRIM ❑ O O 1X6 RECLAIMED HORIZONTAL ❑ WOOD SIDING, TYP. TOP 01= WINDOWS t0 ALIGN W/ BOTTOM OF ❑ BEAM At ENTRY 1 PLASTER FINISH 9' -1" 1121 2' -3" II' -�" 3'_�Z -1��II STONE PORCH N 02.04.14 J 00 W OIL T.O. PLATE 101' -6 IX6 RECLAIMED HORIZONTAL WOOD SIDING, TYP. 6X6 TIMBER SCREEN WALL IN FRONT OF WINDOWS IX4 RECLAIMED WOOD TRIM IX6 RECLAIMED HORIZONTAL WOOD SIDING, TYP. PLASTER FINISH EXISTING/FINISH GRADE :LAIMED 'P. ATE JJOOD TRIM HORIZONTAL P. 2EEN WALL IN .JS 4 ENTRY YWD " = 8026' USGS I I I I I I 12 2' 6X WOOD BEAM RE: STRUCTURAL CHIMNEY W/ 12 OL T.O. PLASTER FINISH BE AM � 3 \ \ \ \ BUILT -UP 2X RECLAIMED WOOD FASCIA, TYP. T.O. PLATE 1X4 RECLAIMED WOOD TRIM ❑ O O 1X6 RECLAIMED HORIZONTAL ❑ WOOD SIDING, TYP. TOP 01= WINDOWS t0 ALIGN W/ BOTTOM OF ❑ BEAM At ENTRY 1 PLASTER FINISH DATE: � N LANDSCAPE CONCEPTUAL DRB SET BOULDER WALL PROGRESS SET STONE PORCH N 02.04.14 J 00 H RIZONTAL MUNTIN BARS TO A IGN W/ WINDOWS IN ENTRY 4 M STER BATH WINDOWS BEHIND 6X6 WOOD TIMBER SCREEN WALL (NOT SHOWN) 6X6 TIMBER SCREEN WALL IN FRONT OF WINDOWS 4 ENTRY DOOR T.C. PLYWD 100' -0" = 8026' USGS PLASTER FINISH 2 NORTH ELEVATION - DINING EXISTING/FINISH GRADE NORTH ELEVATION - DINING 1/4" = I' - m" U DATE: � N 10.15.13 CONCEPTUAL DRB SET O PROGRESS SET 01.20.14 N 02.04.14 J 00 W 03.03.14 En L (6 C6 L O L3 ul 0 E U I m Q pN0 LLI I Z >L50 c aZ �oNn 114" = 1'-0" a� 0 N o ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. 1 U 0 m N > LPL f 1 U LI _N L 1..1 cx .4 a) (6 � l(j C Q O O(V co 6 -2 � r CD c:) M U DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET J PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 J 02.15.14 W 03.03.14 En z I�m Q L3 ul 0 E V00 I m Q pN0 I Z >L50 V aZ �oNn 114" = 1'-0" DRAWN BY.- 0 N N NN ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. kD » J Q 0 m N > LPL � N Q 1..1 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.1214 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114" = 1'-0" DRAWN BY.- CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT A- 1306 SHEET TITLE: EXTERIOR ELEVATIONS (PARTIAL) 0 m "o