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HomeMy WebLinkAboutDRB130531 Plans ApprovedN Loki jil. 1�. 193 BEAVER DAM ROAD DRB UPDATE/REVISIONS NOVEMBER I, 2013 i�ul DRB130531 0 1 TOWN OF VAIL Received By Carolyn Godfrey at 12 :39 pm, Jan 07, 2014 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 1 21 WWW.SRIARCHITECT. COM " ti 11 DATE 7 -23 -12 j ISSUE FINAL DRB 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 2 -20 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -1 -13 DRB CHANGES 5 -15 -13 DRB CHANGES 5 -15 -13 DRB CHANGES- SOLAR PAN. 5 -22 -13 CD UPDATE 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 Design Review Staff Approval TOWN OF IVAILBy Warren Campbell at 3 :25 pm, Jan 22, 2014 BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO COVER SH EET A0.0 yz •° ,.- �" .,� '.. .e' ,� �- 'C• � �• •.. � 1 -� e- 'f fig - a -r... e. 1 C+DE�Ft lrnopq la 2CrOrsr '` GENERAL NOTES 1. ALL DISTRIBUTIONS OF THESE DRAWINGS BY THE GENERAL CONTRACTOR SHALL INCLUDE ALL ADDITIONAL DOCUMENTS ASSOCIATED WITH THIS ISSUE THESE DOCUMENT'S INCLUDE, BUT ARE NOT LIMITED TO, PRCJECT MANUAL, SPECIFICATIONS, AND DETAIL MANUAL FURTHERMORE, NONE OF THE ADDITIONAL DOCUMENTS SHALL BE DISTRIBUTED WITHOUT THESE DRAWINGS. I IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ARCHITECT RESERVES THE RIGHT TO TAKE EXCEPTIONS TO METHODS AND MATERIALS NOT REFLECTED HEREIN I<�VAVXEE1.1&�1C /_114: :11119q;7:01.1Q,u10911ONF-1 i allI1'uF- 1ON II1:/xi11ki'k7_ 2MQ1_1ON IIIC1:1111rd100ION Iq iC9> r1: I: 1161y _Ti111%,0110'.aI.Iiiiiiiim,lq:L 4. THE DRAVVI NGS SHALL NOT BE SCALED TO DETERMINE CONSTRUCTION DIMENSIONS. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO EXECUTION OF THE WORK, AND SHALL BE RESPONSIBLE FOR THE CORRECT AND ACCURATE LAYOUT AND CONSTRUCTION OF THE PROJECT. 5. DIMENSIONS ARE TO FACE OF STUD OR TIMBER, CENTERLINE OF TIMBER AND FACE OF CONCRETE, UNLESS NOTED OT HERVVISE 6 xxx , DENOTES A DOOR. REFER TO PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE x 7. x DENOTES A VM NDOW. REFER TO PLANS, SECTIONS, AND ELEVATIONS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE. 8. REFER TO I NTERI ORS DOCUMENTS FOR ROOM FINISH SCHEDULE - :G : \ . G :G 111112 ANN 1 NO 10. PROM DE ALL NECESSARY BLOCKI NG IN STUD WALLS AND CEI U NGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO TO LETS, BATH ACCESSORI ES, CEI U NG AND WALL MOUNTED El ECTRI CAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, COUNTER TOPS, STAR HANDRAILS AND FALSE BEAMS. 11. CONFIRM DATUM I NFORMAIION WITH GVI L PLANS. 12. ALL NON 90 DEGREE ANGLES ON PLANS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 1111 ►.� 11 1■ t: . m �. G \I m : 'G►� .: �►► G. r: ►m 14. ALL ARCHES ARE TO HAVE A RADII US THAT EQUALS THE VVI DTH OF THE OPENI NG. THE SPRI NG U NE OF THE ARCH IS LOCATED AT 7-0" AFF, UNLESS NOTED OTHERWISE 15. WOODM MBER MEMBERS NOTED WITH " (I NCH) MARKS REFERS TO THE ACTUAL FINISHED DIMENSION OF THE MEMBER FOR EXAMPLE 4"X 12" REFERS TO A MEMBER THAT MEASURES 41 NCHES W1 DE BY 121 NICHES DEEP. MEMBERS NOTED WITHOUT " (I NCH) MARKS REFERS TO THE NOMINAL FINISHED DIMENSIONS OF THE MEMBER FOR EXAMPLE 4X 12 REFERS TO A MEMBER THAT MEASURES 3 1/2 INCHES VM DE BY 11 I A I NCHES DEEP. REFER TO SPEC] FI CAI] ONS FOR SURFACE TEXTURE AND FINISH. 16. INSTALL PERFORATED PIPE PERIMETER DRA N SYSTEM AND SOLID PIPE UNDER DRAIN SYSTEM AS REQUIRED. REFERENCE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. SLOPE SYSTEM TO DRYVVELL OR DAYLIGHT. ALL DOWNSPC LFFS ATTACHED TO SOLID PIPE DRAIN SYSTEM AND HEAT TRACED TO 48" BELOW FINISHED GRADE. 17. TYPICAL OFFSET OF INTERIOR DOORS IS 4 ", UNLESS AT END OF CORRIDOR (WHERE THEY ARE CENTERED),OR UNO. 18. ALL WINDOW AND DOOR DIMENSIONS ARE TO CENTERU NE OF UNIT, UNO. 0 t � ire __7km I IR J PROTECT DIRECTORY ARCHITECT DOUGLAS MILLER DeCHANT ARCHITECTS Shepherd Resources, Inc/ AIA 37347 US Highway 6, Suite 101 PO Box 1 624 Avon, CO 81620 (Phone) 970.949.3302 LANDSCAPE ARCHITECT Fieldscape PO Box 1871 Avon, CO 81620 (Phone) 970.328.4006 INTERIOR FIXED FINISHES Slifer Designs 216 Main Street, C -100 Edwards, CO 81632 (Phone) 970.926.8200 STRUCTURAL ENGINEER Monroe & Newell Engineers, Inc. PO Box 1597 Avon, CO 81620 (Phone) 970.949.7768 MEP ENGINEER Rader Engineering, Inc. 40690 Highway 6, Suite E PO Box 8610 Avon, CO 81620 (Phone) 970.845.79 10 LIGHTING DESIGNER White Lighting Design, Inc. 3775 Chase Street Wheat Ridge, CO 80212 (Phone) 303.463.6661 GENERAL CONTRACTOR George Shaeffer Construction Co. PO Box 373 Vail, CO 81658 (Phone) 970.845.5656 PROJECT INFORMA-flON PARCEL NUMBER 2101- 071 -12 -003 LEGAL DESCRIPTION VAI L VILLAGE FILING I BLOCK 7 LOT. 38 BK 0465 PG -0868 QCD 07-11-87 CLASS OF WORK REMODEUADDIIION TYPE OF CONSTRUCTION TYPE V -N TYPE OF OCCUPANCY: R3 (SINGLE FAMILY) LEVELS: I STORY + BASEMENT HEIGHT: EXISTI NG + NEW ROOF I INSULATION & ROOFING PARKING: EXISTING FIRE SUPPRESSION SYSTEM: BUI LDI NG LOT SIZE GRFA- YES, TO BE ADDED NATIONAL ELECTRICAL CODE 2008 1 NTERNATI ONAL RESI DENTIAL, Fl RE, MECHANICAL, PLUMBING, FUEL GAS, PERFORMANCE AND ENERGY 2009 0.5179 ACRES (22,560 SF) 6,114 SF (MAX MUM =7,483 SF) ABV ABOVE GL GLASS, GLAZJ NG PT PONT 8 -30 -12 PERMIT AFF ABOVE FINISHED FLOOR GVVB GYPSUM WALL BOARD QT QUARRY TT LE 3 -13 -13 CONSTRUCTION DOCUMENTS (A) ACTIVE HDVW HARDWARE RE REFERENCE AC ACOUSIICA_ HDR HEADER REF REFRIGERATOR ADD ADDENDUM HVAC HEATI NGIVENTI LAII NG/AR CONDITIONING REQD REQUIRED ADJ ADJACENT HT HEIGHT REV RESILIENT INDEX OF DRAWINGS ALT ALTERNATE HP HIGH POW REV REVISION ALUM ALUMINUM HORZ HORIZONTAL R RISER ARCH ARCHITECT (URAL) HB HOSE BIB R & S ROD AND SHELF BASMT BASEMENT HR HOUR RD ROOF DRAN AO.O COVER SHEET BRG BEARING INCL INCLUDE (D), (ION) RM ROOM AO.1 PROJECT INFORMATION BR BEER ID I NSI DE DIAMETER RO ROUGH OPENING BIT BITUMINOUS IBC INSTALLED BY CONTRACTOR R/S ROUGH SAVVN BLDG BUILDING I BO I NSTALLED BY OWNER SHLDR SHOULDER L1 SITE LAYOUT AND GRADING GONSTRUGTION SET B O H BOTTOM OF HEADER INSUL INSULAITON SIM SIMILAR L2 PLANTING PLAN CPT CARPET INT INTERIOR SPEC SPECIFICATION (S) L3 5I7E DETAILS CSMT CASEMENT KIT KITCHEN SQ SQUARE L4 SITE DETAILS CLG CEI U NG LAM LAMINATE SF SQUARE FEET CT CERAMICTILE LAV LAVATORY SID STANDARD A2.0 GRAWL 5PAGE FLOOR PLAN CLR CLEAR(ANCE) L LENGTH STL STEEL EX -A2.0 EXISTING LOWER LEVEL FLOOR PLAN COL COLUMN LTL U NTEL STN STONE CONIC CONCRETE LVL LAMINATED VENEER LUMBER STRUCT STRUCTURAL A2.Oa LOWER LEVEL FLOOR PLAN PARTIAL CMU CONCRETE MASONRY UNIT MFR MANUFACTURE (ER) TBD TO BE DETERMINED A2.Ob LOWER LEVEL FLOOR PLAN PARTIAL CONE CONTINUOUS MO MASONRY OPENING TC TRASH COMPACTOR EX -A2.1 EXISTING MAIN LEVEL FLOOR PLAN CUST CUSTOM MAIL MATERIAL TEL TELEPHONE A2.1a MAIN LEVEL FLOOR PLAN PARTIAL DTL DETAIL MAX MAXIMUM TV TELEVISION A2.1b MAIN LEVEL FLOOR PLAN PARTIAL DIA DIAMETER MTL METAL T & G TONGUE AND GROOVE EX -A2.2 EXI5TING ROOF PLAN DIM DIMENSION MECH MECHANICAL T O B TOP OF BEAM DR DOOR MC MEDICINE CABINET T O C TOP OF CONCRETE SLAB A2.2 ROOF PLAN DWG DRAWING MIN MINIMUM T O F TOP OF WINDOW /DOOR FRAME A2.3 LOWER LEVEL SRFA GALGULATION ELEC ELECTRIC (AL) MIR MIRROR TOP TOP OF PLYWOOD A2.4 MAIN LEVEL 5RFA GALGULATION ELEV ELEVATION MISC MISCELLANEOUS T O S TOP OF STEEL A23 SITE GOV ERA6E EQ EQUAL MW MINUTE TOW TOP OF WALL EX -A3.0 EXI5TIN6 EXTERIOR ELEVATIONS EXIST EXISTING NA NOT APPLICABLE TB TOWEL BAR EX -A3.1 EXISTING EXTERIOR ELEVATIONS EXT EXTERIOR NOM NOMINAL T TREAD A3.0 EXTERIOR ELEVATIONS FOS FACE OF STUDS NIC NOT IN CONTRACT TYP TYPICAL FIN FINISH NITS NOT TO SCALE UNO UNLESS NOTED OTHERWISE A3.1 A5.1 EXTERIOR ELEVATIONS FINISHED FLOOR OPG OPENING VERT VERTICAL A3.2 EXTERIOR ELEVATIONS FP FIREPLACE OPP OPPOSITE WC WATER CLOSET FUR FLOOR (I NG) OPH OPPOSITE HAND WP WATERPROOFING E -0 FIXTURE 5GHEDULE FD FLOOR DRA N OD OUTSI DE DIAMETER WPM WATERPROOFING MEMBRANE E -1 LOWER LEVEL FTG FOOTING (P) PASSIVE WPT WORKPOINT E -2 MAIN LEVEL FND FOUNDATION P PANT VVVVF WELDED V\4 RE FABRIC FBO FURNISHED BY OTHERS PR PAR W WDTH, V\4 DE E -3 SITE PLAN GA GAUGE FVMT PAVEMENT WDW WINDOW GA_V GALVANIZED PL PLATE W/ WITH GC GENERA_ CONTRACTOR PLYWD PLYWOOD W/O WITHOUT VVD WOOD DATUM REFERENCE PROJECT NORTH ELEVATIONS REPRESENT ACTUAL REAL WORLD ELEVATIONS RELATIVE TO SEA LEVEL -TOP OF FINISHED FLOOR �FF= XXX' -X" N THIS SYMBOL REFERS TO PRCJECT NORTH. FOR ACTUAL NORTH, REFER TO SITE PLAN OR SURVEY DOCUMENTS. -TOP OF PLYWOOD (P) OR CONCRETE (C) � T O X XXXI-XII COPYRIGHT RESERVATION ALL DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT (DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD RESOURCES, INC/ AA HERE IN AFTER, "SRI ") FOR PROJECTS FOR WHICH THE ARCHITECT HAS BEEN RETANED ARE INSTRUMENTS OF THE ARCHITECTS SERVICE FOR USE SOLELY WITH RESPECT TO THE SPECIFIC PRgECT, UNLESS OTHERWISE PROVIDED IN WRITING THE ARCHITECT SHALL BE DEEMED THE SOLE AND EXCLUSIVE AUTHOR OF SUCH DOCUMENTS AND SHALL RETAN, WITHOUT LIMITATION, ALL COMMON LAW, STATUTORY AND OTHER REVERSED RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON (INCLUDING, WITHOUT LIMITATION, ALL EMPLOYEES AND /OR INDEPENDENT CONTRACTORS OF THE ARCHITECT), WHETHER HAVING COME RIGHTLY INTO POSSESSION THERE OF OR OTHERVM SE, SHALL EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO ANY PROJECT NOR FOR THE COMPLETION OF ANY PROJECT FOR WHICH THE ARCHITECT HAS BEEN RETANED BY OTHERS, OR MAKE ANY OTHER USE THEREOF WHATSOEVER, UNLESS WITH THE PRIOR EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND UPON APPROPRIATE COMPENSATION TO THE ARCHITECT I N AN AMOUNT AND KIND SATISFACTORY TO THE ARCHITECT AS AGREED TO BY THE ARCHITECT IN WRITING. THE ARCHITECT EXPRESSLY CLAMS ALL PROPRIETARY RIGHTS IN ALL MATERIAL FOR WHICH ARE ISSUED IN CONFIDENCE FOR DESIGN AND /OR CONSTRUCTION PURPOSES OF ALL PROECTS FOR WHICH THE ARCHITECT HAS BEEN RFTA NED AS NOTED. THESE MATERIALS MAY NOT BE COPT ED, MODI Fl ED, NOR EMPLOYED I N ANY WAY BY ANY PERSON (INCLUDING, WITHOUT UMITA -ION, AN EMPLOYEE ORE EMPLOYEES) VVITHOUTTHE SPECIFIC PRIORWRITTEN CONSENT AND PERMISSION OF THE ARCHITECT. THE FOREC30 NG SHALL APPLY EQUALLY TO ALL CONCEPT DRAW LAGS, RENDER] NGS, SKETCHES, BI DS AND ALL OTHER WORK PRODUCT OF THE ARCHITECT EVEN IN THE EVENT THAT THE ARCHITECT IS NOT ULTIMATELY RETAI NED FOR THE SPECIFIC PlECT FOR WHICH SUCH MATERIALS WERE CREATED AND TO ALL OTHER WORKS AND WORK PRODUCT OF THE ARCHITECT. (C) 2013 DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD RESOURCES, INC ALL RIGHTS RESERVED. ALL ISSUANCES SHALL BE DISTRIBUTED IN FULL, WHICH INCLUDES BUT IS NOT LIMITED TO, ALL OF THE SHEETS USED IN THE INDEX OF DRAWINGS ON THIS SHEET, THE DETAL MANUAL, THE PROJECT MANUAL, ADDENDA AND ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS. PLEASE CONTACT THE GENERAL CONTRACTOR IF YOU HAVE NOT RECEIVED A COMPLETE SET OF DOCUMENTS. Design Review Staff Approval . By Warren Campbell at 3:25 pm, Jan 22, 2014 TOWN OF VAILC DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 6 -25 -12 DD ESTIMATE 7 -23 -12 FINAL DRB 8 -30 -12 PERMIT 1 -2 -13 DRB CHANGES 2 -20 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -22 -13 CD UPDATE 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 PROJECT. 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO PROJECT INFORMATION A0. TOP BANK OF STREAM i 100 YEAR FLOOD PLAIN 50' STREAM., SETBACK Y / / / / Tree Survey The Marshall Tree Inventory Tree # Species Diameter Crown R. Condition 1 pipu 13 11 3,4 swell,crook, 4,4,3 2 pipu 22 13' 4,4,44,3 3 pipu 12 13' 3,4,3,3,3 4 pipu 12 13' same 5 pipu 13 13' same 6 pipu 20 11' 4,4,4,3,3 7 pipu 20 13' 4,4,4,4,3 8 pipu 20 12' 4,4,4,3,3 9 pipu 26 16' 4,4,4,3,3 10 pipu 13 11' 4,4,4,3,3 11 pipu 13 9' 4,3,4,4,3 12 pipu 13 9' 4,3,4,3,3 13 abla 13 9' 3,3,4,4,4 14 abla 11 9' 4,4,4,4,4 15 abla 10 8' 3,4,4,4,5 16 pipu 13 10' 4,4,4,3,3 17 pipu 19 12' 4,4,5,4,4 18 pipu 15 11' 3,4,3,3,3 19 pipu 18 10' 3,3,3,3,3 20 pipu 20 16' 4,3,4,3,3 21 pipu 13 7' 4,3,3,3,3 22 pipu 11 5' 4,4,3,3,3 23 pipu 12 8' 3,4,3,3,3 24 pipu 23 12' 4,4,4,4,4 25 pipu 8 4' 2,2,2,2,2 26 pipu 12 9' 4,4,4,3,3 27 pipu 12 8' 4,4,4,4,4 28 pipu 9 4' 4,4,4,4,4 29 pipu 14 8' 4,4,4,4,4 30 Pico 8 4' 4,4,4,4,4 31 pipu 12 8' 3,3,3,3,3 32 pipu 12 8' 3,3,4,4,4 33 pien 12 6' 4,4,4,4,4 34 NA 35 abla 8 9' 4,3,4,4,4 36 Pico 6 3' 4,3,3,3,3 37 pipu 12 6' 4,4,4,3,2 38 Pico 7 4' 4,3,3,3,3 39 pien 15 10' 4,4,4,4,4 40 Pico 13 10' 4,4,4,4,4 41 pien 6 4' 3,4,4,3,3 42 pien 7 5' 4,4,4,4,4 43 pien 7 5' 4,4,4,4,4 44 pien 7 6' 4,4,4,4,4 45 pien 8 5' 4,4,4,4,4 46 pien 27 13' 4,4,4,4,4 47 pien 7 7' 4,3,3,3,3 48 pien 11 8' 4,3,3,4,3 49 pien 14 9' 4,3,2,2,2 50 pien 27 11' 4,4,4,3,3 51 pien 14 8' 4,3,4,4,3 52 pien 13 8' 4,3,4,4,3 53 potr 7 8' 4,2,4,4,4 54 potr 5 3' 4,4,4,4,4 55 potr 5 3' 4,4,4,4,4 56 malus 6 9' 4,4,4,3,4,4 57 prva 4 4' 4,4,3,3,3 58 malus 5 4' 4,4,3,3,4 59 potr 3st /7 8' 4,4,4,4,4 60 popu 2 3' 4,4,4,4,4 61 pipu 2 3' 4,3,4,4,4 62 popu 2 3' 4,4,4,4,4 63 pimu 1 3' 4,4,4,4,4 64 popu 2 3' 4,4,4,4,4 65 pimu 2 3' 4,4,4,4,4 66 piar 4 4' 4,4,3,4,4 67 potr 2s/8 6' 4,4,4,4,4 68 potr 5 4' 4,4,4,4,4 69 potr 7 6' 4,4,4,4,4 70 potr 3s/5 10' 4,4,4,4,4 71 potr 2s/5 6' 4,4,4,4,4 72 pimu 1 3' 4,4,4,4,4 74 malus 5 6' 4,4,3,4,4 75 prva 4 4' 4,3,3,3,3 76 pimu 1 5' 4,4,4,4,4 77 larch 2 3' 3,3,4,4,4 78 pipu 2 2' 4,3,4,4,4 79 pipu 4" 3' 4,4,4,3,3 Note Scale, soil compaction, needless from scale branches encroaching on driveway Clump of 3 root collar flat on east side branches encroaching on building same Collar flat on north side branches growing into building, 6.5' from house wall Crook at 20' Flat on south side, possible old wound on south side Some trunk swell, backfill on the uphill side Bark sap included at the fork from a wound and possible beetle activity Bark included fork Significant trunk and root damage on the south side, healing slowly Girdling of the roots on the southwest side Heavy scale Good flare but should be removed, girdling root, Vertical crack in crotch with tree #19 Girdling root, flat base, 20% lean, cambial damage at 6' Abundace of dead branches and bark included a the fork at 3' Lumped with next two trees, crotch 2' from soil at base Clumped with the two trees, above Damaged 20 up but healing. Forked @ 3' with tree #27 Dead on one side and girdling root, prune root Old wound at 4', significant trunk swell Backfill on west side Bark included fork and lean Bark included, fork and lean Flat root collar on west side Fork, bole wound Scale Light backfill on uphill side Forked with 48, 49, branched on 1 side Forked with 47, 49, branches on 1 side Forked with 48, 47, branches on 1 side, bottom dead Scale Forked with 52, scale Forked with 52, scale Aphid Aphid, growing into roof Aphid, growing into house Sprouts, broken branches, sap sucker Thin foliage, weak structure Thin foliage, weak structure Aphid Aphid Fork, scale Scale Scale Scale Scale Fork Aphid Narrow crown, aphid Aphid Aphid Aphid Scale Sprouts, broken branch, sap sucker Sap sucker, prune main leader sprout, overtopped Scale Fork Recommendations 1. Tree to be removed due to the substantial exterior work to be performed. 2. Tree to remain 3. Tree to remain 4. Tree to remain 5. Tree to remain 6. Tree to remain 7. Tree to remain, limb bottom branches 8. Tree to remain, limb branches on creek side to open views to the west 9. Tree to remain 10. Tree to remain and undisturbed 11. Tree to remain and undistrubed 12. Tree to be removed 13. Tree to be removed 14. Tree to be removed 15. Tree to remain 16. Tree to be removed 17 -19 Trees to remain and undistrubed 20 -22. Trees to be limbed to 7' head height 23 -46 Trees to remain 47 -49 Tree to be removed 50 -53 Trees to remain 54 -56 Trees to remain 57 -59 Trees to be removed 60. Tree to remain 61. Tree to be relocated on site 62. Tree to be relocated on site 63 -76 Trees to remain 77. Tree to be relocated on site 78. Tree to remain 79. Tree to be removed Inventory Key The tree symbol is a four - letter representation of the tree type with the first two letters representing the first two letter of its genus; the second two letters represent its species. Example: Pico is Pinus contorta, or Lodgepole Pine. The five - number rating system is based on the Colorado Tree Coalition's rating system with 0 being the worst quality and 5 being the highest. The five categories are, in order: roots, trunk, main branches, twigs and small branches, and foliage. v o >~ N � o v o o G U � > o � o X N O� s~ � Job No. 1118.00 Issue Date DD est. June 26, '12 Final DRB July 23, '12 Final DRB Revision Aug. 24,'12 Final DRB Revision Aug. 29,'12 Owner Oct. 10, '12 Construction set Oct. 18,'12 Permit Corrections Nov. 2, '12 DRB Changes Jan. 2, '13 Permit Revisions R Jan. 21, '13 Construction Documents Mar. 13, '13 ASI 5 June 4, '13 Owner Oct. 1, '13 ASI 22 Nov. 1, '13 DRB Update/ Revisions NOV. 1, '13 Q) U Irmo V� 4� 0 a� � m H � Copyright FieldscapeIncorportated O This document, and the ideas and designs incorporated herein, an instrument of professional service is the property of Fieldscape Incorporated and is not to be used in whole or in part for any other project without the written authorization of Ric Fields Design Review Sheet: Staff Approval TOWN � By Warren Campbell at 3:25 pm, Jan 22, 2014 I Ll Of: five Symbol Key Evergreen Tree to be ,O Relocated on site Evergreen Tree to Remain (typ.) Approximate Existing Boulder Retaining Evergreen Tree to be 9Q�� Removed t ( Yp.) Proposed Boulder n\� Retaining + Deciduous Tree to Remain (typ.) Deciduous Tree to be 44.5 Proposed Spot / Removed (typ.) Elevation ` Existing Contour Proposed Contour -- ' Stone paving with Snowmelt i Colorado Buff Sandstone paving on a concrete slab with an irregular edge Colorado Buff Sandstone paving a sand base with an irregular edge BOULDER RETAINING WALLS MARSHALL RESIDENCE 193 BEAVER DAM ROAD, VAIL, COLORADO NOTES: 1. B = 1.OH 2. THE MAXIMUM EXPOSED HEIGHT OF ANY BOU LUEQ WALL $H.ALL BE 6.0 FEET- 3- THE SLOPE OF THE BACKFILL BEHIND THE BOULDER WALL SHOULD BE tO TO 1 (HORIZONTAL TO VERTICAL; OR FLATTER. 4. THE FIRST (BOTTOM) ROW OF BOULDERS SHOULD HE BEARING ON THE NATURAL SOILS. 5. A REPRESENTATIVE FROM OUR OFFICE SHOULD OBSERVE THE EXCAVATION PRIOR TO PLACING THE BOULDERS AND OBSERVE THE PLACEMENT OF THE FILTER FABRIC AND DRAIN SYSTEM.. 6 FILL REQUIRED TO CONSTRUCT THE BOULDER WALL MAY CONSIST OF ON -SITE SOILS FREE FROM DELETERIOUS MATERIAL NO COBBLES OR BOULDERS LARGER THAN 42 INCHES SHOULD BE PLACED IN THE FILL. T FILL PLACED BEHIND THE WALLS SFIOULD BE MOISTURE TREATED TO Issue WITHIN 2 PERCENT OF OPTIMUM MOISTURE ]CONTENT AND COMPACTED TO 95 DD est. PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D -698). o >~ THE COMPACTION OF FILL PLACED DURING CONSTRUCTION OF THE WALL Final DRB Revision SHOULD BE OBSERVED AND TESTED. ® 8. FILTER FABRIC SHOULD BE PLACED BEHIND THE BOULDER WALL THE O FILTER FABRIC MAY CONSIST OF MIRAFI 140H OR EQUIVALENT. Construction Set Oct. 1g, '12 Permit Corrections 9. A 4 -INCH DIAMETER PERFORATED PVC DRAIN PIPE SHOULD BE PLACED DRB Changes BEHIND THE BOTTOM LAYER OF BOULDERS. THE PIPE SHOULD BE SLOPED Permit Revisions TO A POSITIVE GRAVITY OUTLET THE PIPE SHOULD BE BEDDED ON AND :g ism COVERED BY CLEAN WASHED GRAVEL WITH AT LEAST 3 INCHES OF GRAVEL SURROUNDING THE PIPE. i7' 7 6-I Z June 4, '13 Owner iFi. t0 MINIMIZE THE EROSION OF SOILS BEHIND THE WALL, SURFACE ASI 22 DRAINAGE SHOULD BE DIVERTED AROUND THE WALL SO AS TO PREVENT DRAINAGE FLOW ACROSS THE TOP OF THE WALL. A SWALE MAY BE CONSTRUCTED JUST BEHIND THE WALL TO DIRECT SURFACE DRAINAGE. 11. THE DESIGN OF THE BOULDER WALL IS BASED ON SUBSURFACE CONDITIONS PRESENTED IN KCE LETTERS DATED JUNE 9, JUNE 19, AND JULY 31.1992; JOB NO, 92 -21. Top Bank of Stream 100 -Year Flood Plain k e e 50 -Foot Stream G o r e C r Setback Boulder retaining wall shall be no closer than 2' to the north property line _ Step Section at L_aYV��r�a0� � 8'x 8' Hot Tub with automatic cover and stone � \ 406 /� coping by Tiledspas. Stone and tile to be 110100'_ determined. See shop drawings for details. _ g13� _�_ _ _ Hot Tub Service Access: � Septic Lift Station and Electrical Panel to be - - ��r � p O Step Section at Northwest' orthwest Patio Colorado Buff Sandstone stepping stones in a painted green to blend with surrounding 402 �✓ random pattern, approx. WNW' on a sand 1„ environment. Color to be determined. Town 2 _ - -- - -O setting, unheated. /� - - \ of Vail approval required. - O / _ _ Approximate limits of existing bolder retaining \ Owall: extend the existing boulder wall as shown. Property Line , U Property Line 38_ o Enclosed Storage Area: O 43. _ \ I � 400 55 - -- - 10' Utility Easement - Provide access to a storage area built on the _ _ - - - - - _ / - +4 4... _ existing oncrete landing. Adjust the - - - - - - - Ot, -�� - - - _ -� 44 2 40. O- g g' 4% O o\ Coping EI. 15 Building Setback number of risers to meet the door threshold _ OO O �0 41. 4 43.4' 44.5' 0 O as required. _ 0 E�44 8 3/4 r (44.72') O O O - O 44.5' 44' -8 3/4" �; � i �(44.72' ) 44.2 o Bedroom #2 y \I - (below) -- 44 2 o _ Bedroom #1 FFE 44' -9" O��- O i O �O U _ (44.75') r � FFE 44' -9" (below) L _ FFE 44'- 83/4' ' (44.75 Bedroom #4 ) 44.3' O Stone � p �c 44. ) ' ( 72') FFE 44' -9" � ! 402 - 44.75' - I 2 " =1' -0 =� O 4- 4.56 _ Existing - - 44.5' Residence \ 445', o d -_ c46.5' __J -- FFE 44•_9„ is (44.75') - -- Bedroom #3 \ 5'> below 49.0' (below) Pad for A/C 0\ 47 8' Bath #3 FFE 44.91' Condensers \ ROOM Foy r 11 0 (below) \ Mud Lot 39 = Deck El. �- ss.27' (per.) FFE 55.21' - Utility \ O / \ 4 .3 48.5' ' -- 1-- 1-- -; -"�- � Room 43. 5 50 1 8 _ /� o - _ 5.8' -� 51. - - r -O O 48.5' � U) - � -53.0' Provide stone paving to match the 9' X 19' / \ O - deck stone., g u arkin Adjust the existin o , g Space concrete walk as required., 9' X 19' \ n 54.5' 9' x 19' \ �-� Existing boulder r x Parking Space Parkin Space g p - walls to remain O ever) � VTOTDIA.BOULDERS(TYP.) 14 (MIIN,I I �� 1[ \ .....9,x.191 i Parking Space Storm Grate \ 0.4 i Rim El. 8154.3' I - -� 1 � FILTER FABRIC \ r � \ �I Step Section at Garage o \ 6' MAX. HEIGHT ; NATURAL SAND AND GRAVEL + I 401 ^_ ° Lot 37 IHI , I 0 \ WITH COBBLES SOIL Y COMPACTED Remove 1 Serviveberr for the Dry e et 1 �� COMPACTED TO � 9' 7 19' I STANDARD proposed boulder retaining wall Parking space 405 PROCTOR \ 4 O + 4" MIN. DIAMETER PERFORATED PVC PIPE SLOPED TO DAYLIGHT BEDDED IN CLEAN _ O GRAVEL Informal stone walk and steps 12' MIN. • KEY BOULDER INTO ERISTING GRADE on sand base to provide access \ �- 60.0' P 20 'Building Setback 9' x 1s' "9x g (I Parking Space from the Auto Court to \ eti �O A 0 Parkin Space Parking Space Bedroom #4. Adjust alignment Garage CROSS SECTION 63.0' \ o o o NOT TO SCALE as necessary g for existing trees. \/ A a KOECHLEIN CONSULTING ENGINEERS, IN( G arage Roof GEOTECHNICAL ENGINEERS ,O - -- t2 354 W. Alameda Pkwy., Suite 110, Lakewood, CO 80228 / � � FFE 8166.4' (3971989.1213 fax (Tf0) 324 -ASBV / O� � � O REVISIONS Designed 4y: WHK Shcel. 1 4I1 � Reviewed by: 1YHK Drawing date- ".12 � / � � � � )Property Line �� 44- _ - ® Drawn by: SNHK Jak. Na. 12-422 + � a r e v D B e a m R o a d I\ S Abandon existing heat tubing, add new stone on new Re -grade along the drive to create a "dry creek ". snowmelt heat tubing on new grout on existing concrete steps. Coordinate with project Arborist for any impact • Site Layout and G Proposed boulder retaining. Re -use to the existing evergreen tree. existing site boulders. Build a dry creek Sewer Manhole into the wall at the direction of the • Rim El. 8166.0' landscape architect. Inv El. 8159.7 Design Review Staff Approval TOWN OF VA I L ' By Warren Campbell at 3:26 pm, Jan 22, 2014 job No. 1118.00 Issue 4. a, DD est. June 26, '12 o >~ July 23, '12 Final DRB Revision N tL4 ® Aug. 29,'12 O Oct. 10, '12 Construction Set Oct. 1g, '12 Permit Corrections Nov. 2, '12 DRB Changes Jan. 2, '13 Permit Revisions o U Construction Documents Mar. 13, '13 U .� June 4, '13 Owner Oct. 1,'13 ASI 22 Nov. 1,'13 o v o NOV. 1, '13 as COD CD LA Ln 'O en CD job No. 1118.00 Issue Date DD est. June 26, '12 Final DRB July 23, '12 Final DRB Revision Aug. 24,'12 Final DRB Revision Aug. 29,'12 Owner Oct. 10, '12 Construction Set Oct. 1g, '12 Permit Corrections Nov. 2, '12 DRB Changes Jan. 2, '13 Permit Revisions Jan. 21, 13 Construction Documents Mar. 13, '13 ASI 5 June 4, '13 Owner Oct. 1,'13 ASI 22 Nov. 1,'13 DRB Update/ Revisions NOV. 1, '13 I �I U CU 0 Q Copyright Fieldscape Incorportated All Rights Reserved This document, and the ideas and designs incorporated herein, an instrument of professional service is the property of Fieldscape Incorporated and is not to be used in whole or in part for any other project without the written authorization of Ric Fields Sheet: L 2 Of: five General Notes and Specifications 1. Location of all trees shall be staked by the Contractor and approved by the Landscape Architect prior to final installation. 2. Exact placement and shape of planting beds shall be reviewed by the Landscape Architect prior to installation of irrigation system. 3. All plant materials shall be backfilled with one part peatmoss /compost mixture with two parts topsoil. 4. All plants shall be "Colorado Grown ", "Colorado Fielded" or "Northern Grown ". 5. Spruce trees to be nursery grown with leader in tact and undamaged. 6. All herbaceous planting beds shall be amended with well rotted manure /compost mixture (one cubic yard compost per 350 s.f. one cubic yard sphagnum peatmoss per 250 s.f.) and tilled into rock -free topsoil to a minimum depth of 6 ". 7. All herbaceous beds shall be top dressed with 1" extra fine shredded hardwood bark mulch. 8. All shrub beds and tree wells shall receive a minimum of 3" shredded hardwood bark mulch. 9. All plant beds shall receive Mira -Fi filter fabric or equal weed barrier. 10. Place a variety (species and bloom) of perennials and ground covers in masses (min. 6 plants) where designated on Plan. Plant masses of bulbs in perennials beds. 11. All deciduous trees 21" cal. and greater shall be staked with 6' steel "T" stakes and guyed with #14 gauge galvanized wire and 12" wide x 18" green nylon tree straps; all trees less than 22" cal. shall be staked by 6' Lodgepole stakes with the same guying and wrapping specifications. 12. All deciduous trees shall be provided with a tree well at its base. Wells are to be earth constructed, having a minimum shallow depth of 4 ". 13. All newly planted trees shall be rootfed at time of installation. Rootfeeding shall consist of a liquid root growth stimulator including vitamin B -2 and al slow release fertilizer composed of14 +14 +10 +2% iron. 14. All trees, shrubs, vines and mixed flowers shall receive drip irrigation at a schedule consistent with their individual needs. All sod areas shall receive spray irrigation with 100% overlap. All disturbed areas shall be revegetated with native grasses and wildflower grasses and shall receive temporary irrigation for a minimum of 2 growing seasons; thereafter decrease water application gradually. 15. Aspen trees shall be field collected with a minimum of three clear trunks unless otherwise specified. 16. Unless otherwise noted on the drawings or technical specifications, all planting beds shall be separated from sod and revegetation areas by Bend -A -Board edger. 17. One application of di- ammonium phosphate fertilizer, 18 -46 -0 shall be broadcast prior to seeding at a rate of 7 -8 lbs per 1,000 s.f. 18. All disturbed areas to be revevetated with native grasses shall be revegetated by sewing the following seed mixture at a rate of 42 lbs. per acre: Seed % mix Sheep Fescue 20 Creeping Red Fescue 20 Canada Bluegrass 20 Canby Bluegrass 20 Rocky Mountain Wildflower Mix 20 19. All areas to receive wildflower seeding shall be sewn with the following mix of wildflower seed: Seed % mix Siberian Wallflower 15.08 Perennial Lupine 13.08 Sweet Williams Pink 12.04 Rocky Mountain Penstemmon 12.04 Perennial Gallardia 12.04 Blue Flax 10.04 Dwarf Cornflower 6.04 Annual Baby's Breath 6.04 Corn Poppy 3.04 California Poppy 3.00 Dame's Rocket 3.00 Shasta Daisy 3.00 Giant Columbine 1.00 White Yarrow .32 Aspen Daisy .24 20. All seed, sown and fertilized area are to be lightly raked into the soil. 21. Mulch all sown areas with 2 -3" straw or hay, free of weeds. 22. All straw mulched areas area to be tackified with an appropriate organic tackifier at the rate of 120 lbs. per acre. 23. All finish grades shall provide for natural runoff of water without low spots or pockets. Set flow lines accurately and provide a minimum 2% and a maximum 33% gradient unless otherwise noted. Contractor shall be responsible for positive drainage throughout the site with accurately set flow lines. No low spots or ponding of water will be accepted in the final work. Positive drainage shall occur away from all improvements. 24. "Specimen" plant material shall be flagged at the holding nursery for approval from the Landscape Architect. 25. Plant quantities in the Plant Schedule are for information only. Landscape Contractor is responsible to do their own quantity take -offs for all plant material on the Plans. In case of discrepancy, the Plans take precedence over the Plant Schedule. 26. Contractor shall field verify existing grades, utilities and conditions, and notify the Owner of any discrepancies before starting work or making modifications. Contractor will be required to complete the work of this project according to the proposed drawings, details and specifications. If conflicts arise in the field, contact the Owner or Owner's representative for resolution. 27. Verify locations and conditions of existing trees and plant materials prior to beginning work. Contractor shall take appropriate measures to protect them and avoid compaction within their drip lines. Avoid cutting of roots over 1" in diameter. Damage to existing plant material by the Contractor shall result in the Contractor replacing damaged material at his/her cost. 28. It shall be the Landscape Contractor's responsibility to conform to all design criteria as noted on the Drawings or the technical specifications. Any discrepancies, deletions, additions or alterations to the Drawings or specifications shall be presented in writing to the project Landcape Architect prior to installation. 29. The Landscape Contractor shall submit the Company's written document regarding its policy in plant guarantee and replacement to the Owner. Each guarantee shall conform to the minumum standard of replacing all material, including labor, due to the sickness or death of a plant for the period of one year following final acceptance. 30. The Landscape Architect will have the sole and exclusive right to accept and reject any plant material brought onto the Site which he /she may find unacceptable. 31. The Landscape Architect must have a minimum of 24 hours notice prior to a desired site visit. 32. Topsoil Depth: all shrub beds shall receive a minimum of 12" topsoil; sod areas to receive 18" topsoil. 33. Watering schedule for sod areas: soak newly - installed sod to field capacity; keep moist for two weeks, adjusting for the weather conditions; gradually reduce the watering to allow for the roots to stretch and search for water. Once this is established, use a soil tensionmeter to avoid over - moisture of the soil. 34. Erosion control blankets are to be used on steep slopes, generally steeper than 3:1, and slopes where erosion hazard is high and in sensitive areas such as steams and wetlands and where planting is likely to be slow in providing adequate protective cover. Additionally, it shall be used on slopes where mulch must be anchored and other methods such as crimping or tackifying are neither feasible nor adequate. a. Mats/ Blankets shall be installed vertically. b. The sloped surface shall be free of rocks, clods of dirt, sticks, and grass. Mats/Blankets shall have a good soil contact. c. Apply permanent seeding before placing the mat. d. Lay the Blankets loosely and stake or staple to maintain direct contact with the soil. r)n nnf cl-rat-rk Width 1. Measure height of the tree ball (Ht.) 2. Dig a tree pit twice the root diameter (Width), and shallower than its Ht. depending on the size of the root ball (X): 60" diameter root balls and larger should be 6 -12" above natural grade; 2 -3" caliper trees should be 2 -6" above natural grade. 3. Set the root ball on undisturbed soil. 4. Remove twine, burlap, and baskets from top J of root ball. 5. Fill pit with J3 backfill and 4 compost. No rocks larger than baseball size are permitted. Foot pack in 6" lifts. 6. Water thoroughly, to the point of saturation, removing all air pockets from backfill material. Utilize a long metal pipe watering wand. Do not fertilize at time of planting. 7. Tree shall be planted vertically and maintained throughout construction. Any site retaining above or below the tree shall be provided as necessary and shall be outside of the drip line of the tree. Boulder retaining shall match the other site retaining. For steep slopes, refer to Evergreen Tree Planting on Slope Detail. A PP 11 ft Symbol Common Name Colorado Blue Spruce Sche u e�� Scientific Count Size Name Picea pungens 1 22' o Quaking Aspen PopuIus 3 3" Cal. tremuloides 00o Quaking Aspen PopuIus 1 2 -3" Cal. Multi tremuloides (5 trunks min.) Cl, Purple Leaf / Cistena Plum Prunus x cistena 3 8' Ht. cll Native Chokecherry BRD Redtwig Dogwood ac Golden /Yellow Flowering Currant IzLC Red Lake Currant SDwarf Arctic Willow 56 Mountain Snowberry CL Common Lilac aNative Pink Rose Prunus virginiana 1 #10 melanocarpo June 26,'12 'Gracillimus' Cornus Guy wires: provide 3 Space evenly. If more than three stakes are stolonifera 2 #10 IBaileyi' 2,870 s.f. 1 Gal., 18" o.c. Ribes aureum 14 #5 Ribes rubrum 1 #5 'Red Lake' Sq. Ft. ASI 5 Salix purpurea 7 #5 nana Contractor to issue a list of all proposed species DRB Update/ Revisions Symphoricarpos 3 #5 oreophilus low for planting Syringa vulgaris 4 4 -6' B &B Rosa woodsii 3 #5 Mugo Pine Pinus mugo 1 #25 ,��aull Pinus mugo fsMa Slowmound Mugo Pine 3 #10 Slowmound' BT _= Big Tuna Mugo Pine Pinus mugo 1 #25 IIdV0`� Big Tuna' oVAIN il/ Montgomery Spruce M P c e a p u n g e n s 3 #25 'Montgomery' Prune all damaged or dead wood after planting and mulching Concrete Curb, edging or sidewalk P Score container rootbals with encircling roots. Remove container. Place rootball on undisturbed soil. Ball dia. + 12" a� � o � 00 M r e e G o r e C / c v w U UO - -- d X o+ - - 00 30 Set shrub at grade grown in container or grown in nursery. Set top of Juniper rootball to finish grade of mulch. Z__ Apply specified mulch to 4" depth. s backfill, 3 compost mixture. Note: Hold mulch grade 1" below the edge of walk, edging, or curb. Do not cut leader. Prune damaged or dead wood after planting and staking. Keep shape typical of species. Do not prune lower branches. Approved tree strap. D OMaiden Grass Miscanthus sininsis 17 1 Gal. June 26,'12 'Gracillimus' minimum of 2" clearance Guy wires: provide 3 Space evenly. If more than three stakes are Purple Clematis Clematis lingustifolia 3 1 Gal. Owner Native Perennials: 2,870 s.f. 1 Gal., 18" o.c. Corrections Contractor to issue a list of all proposed species 1,910 and the stake. 3) Nylon webbing strap collar, heavy duty. Do Sod 575 Sq. Ft. ASI 5 Native Groundcovers: 360 Sq. Ft. ASI 22 Contractor to issue a list of all proposed species DRB Update/ Revisions Nov. 1,'13 Prune all damaged or dead wood after planting and mulching Concrete Curb, edging or sidewalk P Score container rootbals with encircling roots. Remove container. Place rootball on undisturbed soil. Ball dia. + 12" a� � o � 00 M r e e G o r e C / c v w U UO - -- d X o+ - - 00 30 Set shrub at grade grown in container or grown in nursery. Set top of Juniper rootball to finish grade of mulch. Z__ Apply specified mulch to 4" depth. s backfill, 3 compost mixture. Note: Hold mulch grade 1" below the edge of walk, edging, or curb. Do not cut leader. Prune damaged or dead wood after planting and staking. Keep shape typical of species. Do not prune lower branches. Approved tree strap. D Issue Date not twist. Maintain a June 26,'12 Final DRB minimum of 2" clearance Guy wires: provide 3 Space evenly. If more than three stakes are between the strap eyes and equidistant around tree. Owner the trunk. Keep clear of branches to the tops even. Corrections prevent rub damage. DRB Changes and the stake. 3) Nylon webbing strap collar, heavy duty. Do Jan. 21,'13 Construction Documents not twist. Straps should have clearance from ASI 5 June 4, '13 the trunk so as not to have girding effect. Oct. V13 ASI 22 Space evenly. Provide 2" clearance minimum DRB Update/ Revisions Nov. 1,'13 between the trunk and the strap eyes. Leave this area low for planting (see Plan for proposed planting and soil Finish Grade preparation Existing undisturbed V tvi subgrade Issue Date DD est. June 26,'12 Final DRB 8. Provide tree stakes as described above. Final DRB Revision Space evenly. If more than three stakes are Final DRB Revision required, provide the appropriate number. Owner 9. Drive stakes into undisturbed soil, keeping Construction Set the tops even. Corrections 10. Provide at least 6" between the root ball DRB Changes and the stake. � G Lot 39 �t. jll 11. Build a water saucer not less than 6" to the edge of the root ball with compost material. Inside of Saucer shall not cover the root ball. 12. Provide 4" depth of bark nuggets, 2 -4" diameter for area within the water saucer. Leave a 4" diameter void around the base of the tree. oE 4" void around base Pof tree Water Saucer e B e a v e r Level of Backfill Existing undisturbed subgrade q D a m R o a d Proposed Spruce to replace the removed Engleman Spruce Existing Grade Boulder Retaining Finish Grade Backfill, Y3 compost mixture Approved tree strap. Do not twist. Maintain a minimum of 2" clearance between the strap eyes and the trunk. 1. Measure height of the tree ball (Ht.) 2. Create a level planting area by retaining on either the downhill side of the tree location or the uphill side (site conditions may require both). Account for planting the tree above grade (see note #3). When laying out the retaining, account for stake locations between it and the root ball (see note #12) 3. Dig a tree pit twice the root diameter (Width), and shallower than its Ht. depending on the size of the root ball (X): 60" diameter root balls and larger should be 6 -12" above natural grade; 2 -3" caliper trees should be 2 -6" above natural grade. 4. Set the root ball on undisturbed soil. 5. Remove twine, burlap, and baskets from top 3 of root ball. 6. Fill pit with 3 backfill and 3 compost. No rocks larger than baseball size are permitted. Foot pack in 6" lifts. 7. Water thoroughly, to the point of saturation, removing all air pockets from backfill material utilizing a long metal pipe watering wand. Do not fertilize at time of planting. 8. Tree shall be planted vertically. Any site retaining above or below the tree shall be provided as necessary and shall be outside of the drip line of the tree. Boulder retaining shall match the other site retaining. For steep slopes, refer to Evergreen Tree Planting on Slope Detail. v v O Lot 37 Planting W �I i y I i I b \i/ Guy wires: provide 3 equidistant around tree. Keep clear of _ o branches to prevent rub damage. 3) Nylon webbing strap collar, heavy duty. Do not twist. 4" void around \ Straps should have clearance from the trunk so as not to ii I base of tree have girding effect. Space evenly. Provide 2" clearance ,9 '- minimum between the trunk and the strap eyes. ' \ I- \� \ \�� \ \\ Finish Grade Water Saucer Boulder Retaining Boulder Finish Grade Retaining �\��A\_ ✓_i 1VA �V \ \.��� AAt._ _� �AVA��A��A\ ,A Finish Grade 11. Provide tree stakes as described above. Space evenly. If more than three stakes are required, provide the appropriate number. 9. Build a 4" water saucer 6" minimum from the edge of the 12. Drive stakes into undisturbed soil, keeping the tops root ball with compost material. Inside of Saucer shall not even, leaving 6" minimum between the stake and the cover the root ball. excavation for the root ball and the boulder wall. 10. Provide 4" depth of bark nuggets, 24" diameter for area 13. Remove water saucers after a full year of growth. within the water saucer. Leave a 4" diameter void around the base of the tree. Design Review Staff Approval TOWN OF VA I L ' By Warren Campbell at 3:26 pm, Jan 22, 2014 Job No. 1118.00 Issue Date DD est. June 26,'12 Final DRB July 23, '12 Final DRB Revision Aug. 24, '12 Final DRB Revision Aug. 29, '12 Owner Oct. 10,'12 Construction Set Oct. 18,'12 Corrections Nov. 2,'12 DRB Changes Jan. 2, '13 Revisions Jan. 21,'13 Construction Documents Mar. 13, '13 ASI 5 June 4, '13 Owner Oct. V13 ASI 22 Nov. 1,'13 DRB Update/ Revisions Nov. 1,'13 1� W 75 O W W V •r^ V J 75 O r� 1� VJJ . -1 � MW Copyright FieldscapeIncorportated All Rights Reserved This document, and the ideas and designs incorporated herein, an instrument of professional service is the property of Fieldscape Incorporated and is not to be used in whole or in part for any other project without the written authorization of Ric Fields Sheet: L3 Of: five 401 Existing concrete steps with snowmelt tubing 2.2 2" Colorado Buff Sandstone treads and risers in a mortar bed applied to the existing concrete steps. Abandon the existing snowmelt tubing; provide conventional tubing in new grout. d ° d d d ® Verify riser and tread dimensions. ° A d e e d ° d A d d � d ° e d ° d A ° ed I— _ III —I I d —d d °d ° ° 4A A I I I —I I I —I I I E° d ° I —I I I —I I I— III —I d d - III — III —III „III —III — ° I— III —III I — III — III —I d I_ dd e d d d° d d –III — III —III d _I—I I I —I I I —I I I —_ I I A d d° I— III — III — III —III o .4 d d d ° ° d d A d° d a d i i I I I, i i —ie e Step Section at Garage 1 " =1' -0" Stone Steps to Lawn Area: Unheated Colorado Buff stone steps on a concrete base with mortar setting. Treads overlap vertical stone veneer risers by 4 ". Treads are 1/2 the width of the base of the column. Verify its width. we Lawn Area a Finish Grade \\ 18 if ,erify) 6��0� ° ° e a A d d de a d e d ° d A d e s e ° /\/�/ Topsoil depth per Specifications 402 1-21-2" thick Colorado Buff Sandstone landings in a random pattern on a sand base, 24" minimum diameter, with 1" grout joints 2" Sand Setting —r Sandstone landing and patio stone — (see Plan for layout) I Sandstone steps 30" wide (except where indicated otherwise) x 6" thick Colorado Buff Sandstone steps (see Plan for layout). Filter Fabric — l2 " -16" tread 4" 12" to tread Compact Subgrade to 95% S.P.D. prior to placing each successive step. Landscape Boulders (see Plan) 2" Sand Setting Road Base Informal Stone Step Section 1..= 1' -0.. 2 Site Boulders: Place boulders in a random pattern (see Plan for type and size). Set in ground per ratio (min.) or to the depth that the boulder shows its size. Coordinate with Landscape Architect with placement and aspect. 2/3 �\Y Random Boulder Detail N.T.S. .ipport e veneer Unheated stone paving (see Site Plan) Heated stone paving (see Site Plan). Ref. Mechanical drawings. Compacted Subgrade Stone Steps at Lawn Area 1 " -1' -011 d d Concrete and reinforcement per Structural Engineer's recommendations 8 -12" and 24 -30" diameter - River Rock Accent rocks on either side of channel, placed at the direction of the landscape architect. Compacted Subgrade - 2 -4" diameter River Rock Border, 6" deep Plastic Edging (both sides) Mirafi Filter Fabric 4033 ; Dry Creek Section N.T.S. Job No. 1118.00 Issue v DD est. June 26, '12 N July 23, '12 Final DRB Revision � Final DRB Revision Aug. 29,'12 Owner Oct. 10, '12 Construction Set Oct. 18,'12 Permit Corrections Nov. 2,'12 ChB es ��* Permit Revisions -- O U Construction Documents Mar. 13, '13 ASI 5 >; Owner Oct. 1, '13 C/> Nov. 1,'13 0 CU Nov. 1, '13 0 � .-� U o 1 � 4 N a �o Job No. 1118.00 Issue Date DD est. June 26, '12 Final DRB July 23, '12 Final DRB Revision Aug. 24,'12 Final DRB Revision Aug. 29,'12 Owner Oct. 10, '12 Construction Set Oct. 18,'12 Permit Corrections Nov. 2,'12 ChB es Jan. 2, '13 Permit Revisions Jan. 21, '13 Construction Documents Mar. 13, '13 ASI 5 June 4, '13 Owner Oct. 1, '13 ASI 22 Nov. 1,'13 DRB Update/ Revisions Nov. 1, '13 C) U 4� 0 � � Q a � � Copyright FieldscapeIncorportated All Rights Reserved This document, and the ideas and designs incorporated herein, an instrument of professional service is the property of Fieldscape Incorporated and is not to be used in whole or in part for any other project without the written authorization of Ric Fields Sheet: - Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 3:26 pm, Jan 22, 2014 L4 Of: five W-t-4 I - - - - I I W - Landscape Calculatio . Lot Area: .5179 acres = 22,560,s.f. House,Drive,Decks (not included): 8,838 s.f. (39% of site) Patios, Steps, Dry Creek, Hot Tub: 1,166 s.f. (5% of site) All other portions of the site: 12,556 s.f. (56.0% of site) W Hardscape Areas Softscape Areas IV Informal Walk: 143 s.f. — Walk: 20 s,f. v O v V � o � N V � 4� v O + O V U V v � o V r-{ O y X O � rA 7a M F+�I N a � n Job No. 1118.00 Issue Date DD est. June 26, '12 Final DRB July 23, '12 Final DRB Aug. 24,'12 Revision � Final DRB Aug. 29,'12 Revision Owner Oct. 10,'12 Construction Oct. 18,'12 Set Permit NOV. 2, '12 Corrections DRB Jan. 2, '13 Changes Permit Jan. 21,'13 Revisions Construction Mar. 13, '13 Documents ASI 5 June 4,'13 Owner Oct. 1,'13 ASI 22 Nov. 1, '13 DRB Update/ NOV. 1,'13 Revisions v O v Copyright FieldscapeIncorportated All Rights Reserved This document, and the ideas and designs incorporated herein, an instrument of professional service is the property of Fieldscape Incorporated and is not to be used in whole or in part for any other project without the written authorization of Ric Fields Design Review Sheet: Staff Approval By Warren Campbell at 3:26 pm, Jan 22, 2014 I L5 TOWN OF VAR Of: five (1) V 4� � Q � � v a� pa Copyright FieldscapeIncorportated All Rights Reserved This document, and the ideas and designs incorporated herein, an instrument of professional service is the property of Fieldscape Incorporated and is not to be used in whole or in part for any other project without the written authorization of Ric Fields Design Review Sheet: Staff Approval By Warren Campbell at 3:26 pm, Jan 22, 2014 I L5 TOWN OF VAR Of: five bb.2- CRAWL SPACE FLOOR PLAN SCALE: 1/4" = V -0" Design Review Staff Approval By Warren Campbell at 3:26 pm, Jan 22, 2014 TOWN OF VAIL 0 2' 4' 8' N I DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 8 -29 -12 FINAL DRB REVISIONS 3 -13 -13 REVISED PERMIT 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 PROJECT. 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO CRAWL SPACE FLOOR PLAN a 0' rowru of VAIL Design Review Staff Approval By Warren Campbell at 3:26 pm, Jan 22, 2014 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 1 21 WWW.SRIARCHITECT. COM 11 ti 11 DATE ISSUE 6 -25 -12 DD ESTIMATE 7 -23 -12 FINAL DRB 8 -24 -12 FINAL DRB REVISIONS 8 -29 -12 FINAL DRB REVISIONS 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 8 -1 -13 REVISED PERMIT 11 -1 -13 DRIB UPDATE /REVISIONS DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 PROJECT. 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO EXISTING LOWER LEVEL FLOOR PLAN E FLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALLS ARE WALL TYPE W4A UNO. 5EE PLAN5 FOR DIMEN5ION5. 2. REFERENGE SITE PLAN FOR AGTUAL EXTERIOR PATI05 /STEPS 8 GRADE 3. ALL LIGHTER LINES ARE EXI5TING, UNO. 4. ALL DARKER LINES OR 5HADED WALL5 ARE NEW, UNO. 5. ALL WINDOW5 AND DOORS ARE NEW. LOWER LEVEL FLOOR PLAN 1 77SCALE: 1/4" = V -0" 0 2' 4' 8' Design Review Staff Approval By Warren Campbell at 3:26 pm, Jan 22, 2014 TOWN Of VAIL ' z DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 6 -20 -12 DRB CONCEPTUAL 7 -23 -12 FINAL DRB 8 -31 -12 PERMIT 11 -7 -12 PERMIT CORRECTIONS 1 -2 -13 DRB CHANGES 1 -21 -13 REVISED BUILDING PERMIT 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -15 -13 DRB CHANGES 5 -22 -13 CD UPDATE 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDATU REVISIONS NOVEMBER 1, 2013 PROJECT: 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO LOWER LEVEL FLOOR PLAN PARTIAL A2.Oa c FLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALL5 ARE WALL TYPE W4A UNO. SEE PLANS FOR DIMENSION5. 2. REFERENCE SITE PLAN FOR ACTUAL EXTERIOR PATI05 /5TEP5 8 GRADE 3. ALL LIGHTER LINES ARE EXI5TINCG, UNO. 4. ALL DARKER LINES OR 5HADED WALLS ARE NEW, UNO. 5. ALL WINDOWS AND DOORS ARE NEW. I 10' UTILITY EASEMENT LINE I 15' BUILDING SETBACK LINE 6 7 8 q 32' — O" I I I I I 7�ni navvy 14' -0" 7 CE LOWER LEVEL FLOOR PLAN SCALE: 1/4" = 1' -0" I I I I I I I I I I I NEW STONE ON EXI5TIN6 FRAMING 5GREEN 6X6 TIMBER COLUMN, TYP I A/C N O I CONDENSER I I I I 1 WOVEN , COPPER SCREEN I iERS I 5TRUCTRUAj I I I I I I 0 2' 4' 8' Design Review Staff Approval IL By Warren Campbell at 3:26 pm, Jan 22, 2014 TOWN Of VA z DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 7 -23 -12 FINAL DRB 8 -24 -12 FINAL DRB REVISIONS 8 -31 -12 PERMIT 11 -7 -12 PERMIT CORRECTIONS 1 -2 -13 DRB CHANGES 1 -21 -13 REVISED BUILDING PERMIT 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -15 -13 DRB CHANGES 5 -22 -13 CD UPDATE 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDATU REVISIONS NOVEMBER 1, 2013 PROJECT: 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO LOWER LEVEL FLOOR PLAN PARTIAL A200b rowN OF vn Design Review Staff Approval By Warren Campbell at 3:26 pm, Jan 22, 2014 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 1 21 11 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 6 -25 -12 DD ESTIMATE 7 -23 -12 FINAL DRB 8 -24 -12 FINAL DRB REVISIONS 8 -29 -12 FINAL DRB REVISIONS 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 8 -1 -13 REVISED PERMIT 11 -1 -13 DRIB UPDATE /REVISIONS DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 PROJECT. 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO EXISTING MAIN LEVEL FLOOR PLAN D(I Ale I I I I I 2 A3.0 FLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALLS ARE WALL TYPE W4A UNO. SEE PLANS FOR DIMENSIONS. 2. REFERENCE SITE PLAN FOR ACTUAL EXTERIOR PATIOS /STEPS 8 GRADE 4 3. ALL LIGHTER LINES ARE EXI5TING, UNO. 4. ALL DARKER LINES OR SHADED WALLS ARE NEW, UNO. A3.1 5. ALL WINDOWS AND DOORS ARE NEW. --------— NEW STONE GAP WITH NEW STONE ON EXI5TING WALL BELOW MAIN LEVEL FLOOR PLAN 1 SCALE: 1/4" = 1' -0" (E) CONCRETE COLUMN W 15TUGCO W/ NEW STONE LOGKER,TBD 2 1( As.a 1 ALL STONE ON 6ARA6E 25 ON EXI5TING WALL5 /5TUCCO .3. V A5,0 / W1E2 SIM x- 0 0 EXIST COLUMN, TYP W1E2 UP 0 21 41 _�� I - - - - - -� Design Review ------ - - - - -- Staff Approval ----- -- - - - - - -� TI By Warren Campbell at 3:27 pm, Jan 22, 2014 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 6 -25 -12 DD ESTIMATE 7 -23 -12 FINAL DRB 8 -31 -12 PERMIT 11 -7 -12 PERMIT CORRECTIONS 1 -2 -13 DRB CHANGES 1 -21 -13 REVISED BUILDING PERMIT 2 -20 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -22 -13 CD UPDATE 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDA -M REVISIONS NOVEMBER 1, 2013 PROJECT: 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO MAIN LEVEL FLOOR PLAN PARTIAL A2. I a clqe C I FLOOR FLAN GENERAL NOTE 10' UTILITY EASEMENT LINE 1. ALL INTERIOR WALLS ARE NALL TYPLD,4,A 11p1Q. 5&&-Ft FOR DIMENSIQt�,i. �2. REFERENCE 5ITE PLAN FOR ACTUAL EXTERIOR PATI05 /5TEP5 $ GRADE 3. ALL LIGHTER LINES ARE EXISTING, UNO. 4. ALL DARKER LINES OR SHADED WALLS ARE NEW, UNO. 5. ALL AINDOW5 AND DOORS ARE NEW. 15 BUILDING SETBACK LINE I I I 7 S q 32' - O" I 14' -0" I I I I I I I I I I I I nss LOOK 1 A3.G 1 UPPER LEVEL FLOOR PLAN SCALE: 1/4" = 1' -0" Design Review Staff Approval TOWN � By Warren Campbell at 3:27 pm, Jan 22, 2014 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 6 -20 -12 DRB CONCEPTUAL 7 -23 -12 FINAL DRB 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 1 -21 -13 REVISED BUILDING PERMIT 2 -20 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -15 -13 DRB CHANGES 5 -22 -13 CD UPDATE 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDA -M REVISIONS NOVEMBER 1, 2013 PROJECT: 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO MAIN LEVEL FLOOR PLAN PARTIAL & UPPER MAIN LEVEL PLAN A2. I b 1 2 7 -23 -12 6UTTER1 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES I 3 I GUTTER REVISED PERMIT A4.1 CONSTRUCTION DOCUMENTS 5 -1 -13 < \ I - I 5 -16 -13 AS104 DOWN5POUT D7.01 LINE OF CD UPDATE Ln IP COLUMN WALL BELOW DRB CHANGES m DOWN5POUT - BELOW GUTTER F m GUTTER y RBA RBA bb - bb. m IT r m bb. N GG GG. 1 ROOF BELOW DOWNSPOUT I 2' 6" R3A I NTFI R3A r-I L 4 A4.1 15' - O" VIF TO MATCH DOWNSPOUT FASCIA AT GOR R 4 A4.5 D7.12 VIF 9 w � R3A NI 'rt .1 SK -48 2 5 q A 2 5 A4.3 I I D7.01 FRBA m I I 7.04 I D7.12 R3A I 1 LINE OF I CHYMNEY CA 4.2 WALL BELOW SK -241 Q - L -- 1 - BA - - - - - - I 2:12 2 A4.0 R1A R1A D7.01 5IM I R3A wl 1.5:12 1 5NOWFEN6E, TYP I I I I 1 A3.1 N 7.05 H ROOF PLAN GENERAL NOTES 1. ALL EXISTING ROOFING TO BE REPLACED WITH PRE - PATINATED COPPER 5TANDING SEAM ROOF. ALL NEW ROOFING TO MATCH. 2. EXIST SNOW FENCES TO BE REPLACED WITH NEW SNOW FENCES, DE5I6N TED. 3. 5NOW FENCE LOCATIONS AND LENGTH5 ARE DIAGRAMMATIC, 4 SHOULD BE REVIEWED BY ROOFING CONTRACTOR. ROOFING CONTRACTOR TO PROVIDE SHOP DRAWINGS. 4. ALL GUTTER5 AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE - PATINATED. GUTTER AND DOWNSPOUT LOCATIONS 4 LENGTH5 ARE DIAGRAMMATIC 4 5HOUL12 BE REVIEWED BY ROOFING CONTRACTOR. ROOFINGGONTRAGTOR TO PROVIDE SHOP DRAWING5. I I I I I I I I I I I I 1 A4.1 I I I E'15 NEIN H BE x I LINE OF R3 �� WALL BELOW OH I rN K z DOWNSPOUT I CHIMNEY FLUE, t- I H 7.0 sK -sa x 7_D5 DOWNSPOU x.05 x SIM w 3 Aa.o 13 =1 LUR3E z1A 12. -44 H N .00 100 F 1E2 N N RBA x 7. 9 N N r N N N N 1E2 N H � � x L-T R3E - 1 1 7 O R1A SKYLIGHT SKYLIGHT 12-12 12:12 N r N N R1A 1E R1A N R3A I z z 1 ui r -1 -7 5 7. 5 H H - ' R3A I I RBA LINE OF GUTTER g S, GUTTER / (\ WALL DOWNSPOUT D7.13 7.0 7'09 (P-7-13 BELOW DOWNSPOUT COLUMN BELOW, TYP D4.21 I I NEW STONE GAP OHI I I I 2 1( A3.2 [No Slope] NEW STONE GAP D7.12 I I SK14'I - ROOF PLAN 1 SCALE: 1/4" = 1' -0" Design Review Staff Approval TOWN OF VAIL f By Warren Campbell at 3:27 pm, Jan 22, 2014 N 0 2' 4' 8' DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 7 -23 -12 6UTTER1 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 2 -20 -13 DRB CHANGES GUTTER REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -1 -13 s.1 1 F 11 5 -16 -13 AS104 5 -22 -13 CD UPDATE 8 -1 -13 REVISED PERMIT 10 -28 -13 DRB CHANGES 11 -1 -13 DRB UPDATE /REVISIONS R3E R3 RBE IT- R1E2 N H EXIST - N R1E2 I 12 A4. 1 N N 4.3 12:12 12:12 m N )z 04 op RB - - - - - - - - R3E RBE u\i R1E1 NEW X U TER X GUTTER 2 CRICKET, U-1 0I w .05 A4 .2 TO G RS TESM S BA 12:12 12:12 I I I I I L NE OF WALL BELOW 2 II A3.1 R1E1 I R1 I I I O �f I � R3E I 12 :12 - - 12:12 - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - -1J � RBE N I LINE OF WALL BELO 7.0 w z RBA R3E 5IM r a � ~ r 1 L_ N E I5T +N W w R3 EXIST H 7.0 x w - ROOF PLAN 1 SCALE: 1/4" = 1' -0" Design Review Staff Approval TOWN OF VAIL f By Warren Campbell at 3:27 pm, Jan 22, 2014 N 0 2' 4' 8' DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 7 -23 -12 FINAL DRB 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 2 -20 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -1 -13 DRB CHANGES 5 -15 -13 DRB CHANGES- SOLAR PAN. 5 -16 -13 AS104 5 -22 -13 CD UPDATE 8 -1 -13 REVISED PERMIT 10 -28 -13 DRB CHANGES 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 PRoJECr: 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7 ,LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO Z•J• IN A22 z_%-001 % 1 /-1 1 r-%1 x 1 If-%L- V V V 1 1 1 1 V 1 /-A<J 1 L-1 N 75 5F UNEXPOSED i 9 SCALE: 1/4" = 1' -0" 1 Y 2 bb.8 zGRFA PART, IA SCALE: 1/4" = 1' -0" L @MAST DouGL,4s MILLER DECHANT ARCHITECFS .. .. SHEPHERD RESOURCES _ % POST OFFICE BOX 1624 MAIN LEVEL T 0 FLY 9--� AVON COLORADO 81620 _ � �° ���-� �•��in° �sn -. i�'ii�i i�ii��i a -�41�� 1 949 3302 1 949 5 12 1 es es es es cs rasis ■ • ale Ole aOle�a! aa C :O��►d-ar •� s l ��L�:�iI���•s`� s°��.�7i �7°ral��w��oa�` "soasv r\ �iT. 9a..�J.� ;\/I �9�:aAi���iI aL.,l a 9� i"��i�!C Y /l,►�rs���! �.�.�.�.�.�.�.�.�.�.�. M ,. ,1 RQ ' ► 1i�� '' � ®®w'. n�`p ►, a r�..4 , O- 7 � - vatt „ a ® >o .ra'@� �i ®�e �� ��- -j�® � , , • Ig vA • lo, DATE ISSUE ►/1/ AFINAL DRB 118-24-12 o � MAMA 1 -2 -13 DRB CHANGES 11 -1 -13 DRB UPDATE /REVISIONS CIS li e ;- �1��►.a�p ■ �►S�1��'.77�i.�� _�';`�t�► . o ►����� ; 7 zv _� -�iL(�o' �, �1�� ��► 71 i s � ®/ -���► ' s�w1���7f►./ -� > s�� .0 r7�`���.��> � -� ♦ -�'o��0 f f�'�\i��ff � ►��♦ -�® ��� ''�I�' ... I��.7-�� 'i . d��, ". _ « _�����w7 .P ►z,f�d-�os�' ' ► am �� 1 �.:�� �-�� �o/:` 1���% 'l•�,-��i�c. 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X71 .77 rites O p 7� slb ®d.''D.°�d6 ®4`►A��fa �r�i'�I ®/b`Trd..►�►1►�'�L r�if\�LL.;�'A /`L� l''r�Y2ol7�i'i��1V�7�wPeI�a.1\ sl�l �►_i v= , ®�1l�. lvo�d�e�' �s ►i'w !! 3i �= �a'oir° ot�_��.c �!►r�tv�°�i.`i1•il���s �siRit�= �ie�I�71 -e - -� - g�„'��e��,IQP���1`�����.bd..�A . � �FJi���.������.!►���� %r���� - � �I ■��I 1 PROP• ; . �1 v - ExTs 11 _,) 33(o 5F TOTAL 1 SCALE: 1/4” = 1' -0" zGRFA PARTIAL WES 4 / SCALE: 1/4" = 1' -0" T 251 5F T�TAL O 5F UNF-XF05ED EXISTING GRADE zGRFA PARTIA (-, SCALE: 114" = 1' -0" L EAST (a-)- BRIDG E212 5F TOTAL O 5F UNEXF05EP LOWER LEVEL T 0 GYPC 5144'- 5 5/5" LOWER LEVEL T 0 PLY 5144' - 7 11/5" - EXISTING GRADE PROPOSED - FINI5HEDCRANL SPACE LEVEL 8)140'- 77 1/5" ENTRY LEVEL T 0 STONE 515'71- 0 5/5' EV EL T O 5T/NF, ti I I 5154' - 11 115" u DATE ISSUE 4/z7 -23 -12 AFINAL DRB 118-24-12 CFINAL DRB REVISIONS 8 -29 -12 FINAL DRB REVISIONS 1 -2 -13 DRB CHANGES 11 -1 -13 DRB UPDATE /REVISIONS LOWER LEVEL T 0 GYPC 5144'- 5 5/5" LOWER LEVEL T 0 PLY 5144' - 7 1/5" CRAWL SPACE LEVEL 5140'- 7 1/5" z G R FA N O RT R 0-7 5F TOTAL 5F UNE P05ED SCALE: 1/4" = 1' -0" i 1- LOWER LEVEL TOWN O F `VA I L'�j BY �Iarren Campbell at 3:27 pm, Jan 22, 2014 !I SCALE: 1/4" = 1' -0" ' DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 artgccr 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD LOWER LEVEL GRFA CALCULATIONS A2.3 MAIN LEVEL GRFA GALGULATION 115 5F GARAGE +3126 5F HOUSE = 3241 5F MAIN LEVEL GRFA MAIN LEVEL SCALE: 3/16" = 1' -0" N Design Review Staff Approval TOWN OF VAIL By Warren Campbell at 3:27 pm, Jan 22, 2014 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 7 -23 -12 FINAL DRB 8 -24 -12 FINAL DRB REVISIONS 8 -29 -12 FINAL DRB REVISIONS 1 -2 -13 DRB CHANGES 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 PROJECT. 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO MAIN LEVEL GRFA CALCULATIONS A2.4 EDGE OF ROOF bb.8 STONE VENEER STONE VENEER 5ITE GOVERA6E= 20% MAXIMUM TOTAL 5ITE GOVERAGE= 4,274 5F TOTAL 5ITE AREA= .5179 AGRE5= 22,559 5F 4,274/22,559= 18.9% SITE GOVERAGE ZOOF EP LE55 THAN 2001b )PEN SIDES VDED BY 5HRUB5 EER Design Review Staff Approval OF � By Warren Campbell at 3:27 pm, Jan 22, 2014 TOWN DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 8 -29 -12 FINAL DRB REVISIONS 1 -2 -13 DRB CHANGES 2 -20 -13 DRB CHANGES 1 -11 -13 DRB UPDATE /REVISIONS DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 PRoJECr: 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7 ,LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO SITE COVERAGE A2.5 0 rowN OF VAIL Design Review Staff Approval By Warren Campbell at 3:27 pm, Jan 22, 2014 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 1 21 11 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 6 -25 -12 DD ESTIMATE 7 -23 -12 FINAL DRB 8 -24 -12 FINAL DRB REVISIONS 8 -29 -12 FINAL DRB REVISIONS 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDATU REVISIONS NOVEMBER 1, 2013 PROJECT: MARSHALL RESIDENCE REMODEL 1107 193 BEAVER DAM RD EXISTING EXTERIOR ELEVATIONS D(mA3*0 .�•� I. MILL '777777 . ...... ..: f , } - f I S . .. .. �..�. � r 1. .. J4� - , , ( , _ � _ ...+J I L+.. Pamir — � • °/' . rc f � ...- -e .. .. � •1 ... ._ ....� .L .. .. .7c ..1. .. ,r .. ..... I� .. .. .. ... .. . . ._ � .[ .� IIJIF .. i .. _ ... ... .. .. ... �� � i �! � _ !. .1. .. .. .. .. !r- '��_'. .. � -__. .. .. �t`�'. .. x'11 ��,,'� .. :. ... , .. rown of va Design Review Staff Approval By Warren Campbell at 3:28 pm, Jan 22, 2014 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 1 21 11 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 6 -25 -12 DD ESTIMATE 7 -23 -12 FINAL DRB 8 -24 -12 FINAL DRB REVISIONS 8 -29 -12 FINAL DRB REVISIONS 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDATU REVISIONS NOVEMBER 1 2013 PROJECT. MARSHALL RESIDENCE REMODEL 1107 193 BEAVER DAM RD EXISTING EXTERIOR ELEVATIONS D(mA3* I ELEVATION GENERAL NOTES 1. EXTERIOR WALL FINI5HE5 INDICATED ON ELEVATIONS - ALL WALL FINI5HE5 ARE NEW, UNO. A� 6" DRY 5TACK STONE VENEER (NEW OR REPLACE EXI5TIN5) WOOD HORIZONTAL NOT U5EO COPPER PANELS 2. COPPER PANEL SIZE /LAYOUT I5 A REPRESENTATION OF INTENT. ACTUAL PANELS 5HALL BE REVIEWED N1 ARCHITECT PRIOR TO FABRICATION 3. 5TONE HATCH INDICATED ON EXTERIOR P F: SOUTH ELEVATION 3 / SCALE: 1/4" = V -0" WEST ELEVATION 2 1 SCALE: 1/4" = V -0" Design Review Staff Approval By Warren Campbell at 3:28 pm, Jan 22, 2014 TOWN OF VAIL") DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 1 21 11 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 1 -21 -13 REVISED BUILDING PERMIT 2 -20 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -1 -13 DRB CHANGES 5 -15 -13 DRB CHANGES 5 -15 -13 DRB CHANGES- SOLAR PAN. 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 10 -28 -13 DRB CHANGES 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDA -M REVISIONS NOVEMBER 1, 2013 PROJECT: 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO EXTERIOR ELEVATIONS A3*0 j: B W &Q FWA 8 -7 15' 0" 14'- 0" 046 ALL WALL FINI5HE5 ARE NEW, UNO. 1 -2 -13 AA1 6' DRY STACK 5TONE VENEER (NEW OR REPLACE EXI5TING) 1 -21 -13 WOOD HORIZONTAL 5 PROPOSED 3 -13 -13 COPPER PANELS 3 -13 -13 2. COPPER PANEL SIZE /LAYOUT FINI HED SRADE REVIEWED W/ ARCHITECT PRIOR TO FABRICATION 8 -21 -13 3. STONE HATCH INDICATED ON EXTERIOR 8 -1 -13 ELEVATIONS REPRESENT LOCATION OF so � ems' lle s a �veesas A4.1 A4.1 �■d� �� 5. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND 4 3 SHALL NOT BE PRE- PATINATED. GUTTER AND DOWN5POUT 2 1 LOCATIONS d LENGTHS ARE DIAGRAMMATIC 8 SHOULD BE a� REVIEWED BY ROOFING CONTRACTOR. ROOFING 4 CONTRACTOR TO PROVIDE SHOP DRAWINGS. 1-7' -0" 15' -0' 15' -0" 15' -0" CHIMNEY 51-7"1' - O" �� - � �Q W &Q FWA 2186 8 -7 15' 0" 14'- 0" 2186 � ■mil s b s� �a i m s �m s�`eese�.s�i, 19B ELEVATION GENERAL NOTES 110 123 046 ALL WALL FINI5HE5 ARE NEW, UNO. 1 -2 -13 AA1 6' DRY STACK 5TONE VENEER (NEW OR REPLACE EXI5TING) 1 -21 -13 WOOD HORIZONTAL 5 PROPOSED 3 -13 -13 COPPER PANELS 3 -13 -13 2. COPPER PANEL SIZE /LAYOUT FINI HED SRADE REVIEWED W/ ARCHITECT PRIOR TO FABRICATION � ■mil s b s� �a i m s �m s�`eese�.s�i, 19B ELEVATION GENERAL NOTES 110 1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS - �.�' � -•,� � - - -mom � _ - - ■By a-s°o - �� � � - — ®iii � � d— � MAIN LEVEL T O 5T, b1551- 2 ! _ MAIN LEVEL T O 5154' - 11 LOWER LEVEL T O G' 5144' -5! LOWER LEVEL T O 5144'- -1 PARTIAL WEST ELEV @MASTER SCALE: 1/4" = V -0" 5 A4.3 13' -0" 2 A4.3 ELEVATION GENERAL NOTES 110 1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS - 046 ALL WALL FINI5HE5 ARE NEW, UNO. 1 -2 -13 AA1 6' DRY STACK 5TONE VENEER (NEW OR REPLACE EXI5TING) 1 -21 -13 WOOD HORIZONTAL 5 NOT USED 3 -13 -13 COPPER PANELS 3 -13 -13 2. COPPER PANEL SIZE /LAYOUT 5 -1 -13 I5 A REPRESENTATION OF INTENT. ACTUAL PANELS SHALL BE IWIEW REVIEWED W/ ARCHITECT PRIOR TO FABRICATION 8 -21 -13 3. STONE HATCH INDICATED ON EXTERIOR 8 -1 -13 ELEVATIONS REPRESENT LOCATION OF 10 -28 -13 STONE VENEER ONLY AND SHOULD NOT BE 2 4 a �veesas A4.1 A4.1 �■d� �� �.�' � -•,� � - - -mom � _ - - ■By a-s°o - �� � � - — ®iii � � d— � MAIN LEVEL T O 5T, b1551- 2 ! _ MAIN LEVEL T O 5154' - 11 LOWER LEVEL T O G' 5144' -5! LOWER LEVEL T O 5144'- -1 PARTIAL WEST ELEV @MASTER SCALE: 1/4" = V -0" 5 A4.3 13' -0" 2 A4.3 � =xx v G I NE 5 RIG OI T 51 0' 5165- 2 15116" D I 9G E2 ELEVATION GENERAL NOTES 110 1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS - 046 ALL WALL FINI5HE5 ARE NEW, UNO. 1 -2 -13 AA1 6' DRY STACK 5TONE VENEER (NEW OR REPLACE EXI5TING) 1 -21 -13 WOOD HORIZONTAL 5 NOT USED 3 -13 -13 COPPER PANELS 3 -13 -13 2. COPPER PANEL SIZE /LAYOUT 5 -1 -13 I5 A REPRESENTATION OF INTENT. ACTUAL PANELS SHALL BE IWIEW REVIEWED W/ ARCHITECT PRIOR TO FABRICATION 8 -21 -13 3. STONE HATCH INDICATED ON EXTERIOR 8 -1 -13 ELEVATIONS REPRESENT LOCATION OF 10 -28 -13 STONE VENEER ONLY AND SHOULD NOT BE 2 4 3 REFERENCED FOR PATTERN, STYLE OR SIZE. A4.1 A4.1 A4.1 4. ALL WINDOW5 AND DOORS ARE NEW. �� 5. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND 4 3 SHALL NOT BE PRE- PATINATED. GUTTER AND DOWN5POUT 2 1 LOCATIONS d LENGTHS ARE DIAGRAMMATIC 8 SHOULD BE a� REVIEWED BY ROOFING CONTRACTOR. ROOFING 4 CONTRACTOR TO PROVIDE SHOP DRAWINGS. 1-7' -0" 15' -0' 15' -0" 15' -0" CHIMNEY 51-7"1' - O" �� � =xx v G I NE 5 RIG OI T 51 0' 5165- 2 15116" D I 9G E2 ISSUE 110 FINAL DRB 046 .. ®m 04 X51 -71' - 11 1/16 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 1-970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 110 FINAL DRB .rte .. ®m 1 -2 -13 DRB CHANGES 1 -21 -13 REVISED BUILDING PERMIT 5 DRB CHANGES 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -1 -13 DRB CHANGES IWIEW DRB CHANGES 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 10 -28 -13 DRB CHANGES 11 -1 -13 04' ai�y�aI . � �� e�m • - a� a��ae�a ��,�rer� eta. �a�rra - �� �� - � �Q � ` �oas�ri off. :� ®ems � � � 04 X51 -71' - 11 1/16 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 1-970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 7 -23 -12 FINAL DRB 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 1 -21 -13 REVISED BUILDING PERMIT 2 -20 -13 DRB CHANGES 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -1 -13 DRB CHANGES 5 -15 -13 DRB CHANGES 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 10 -28 -13 DRB CHANGES 11 -1 -13 DRB UPDATE /REVISIONS . � �;�® ������� �_� — � a� .�.�w•.. Mme. a���' ��. e��.��.� ®�— .�is�.���e�:�_���o.0 -� . � �� e�m • - a� a��ae�a ��,�rer� eta. �a�rra - �� �� - � �Q � ` �oas�ri off. :� ®ems � � � �• Mt .�. � � i .�'�'1e� IMF - - -���� .� a_�,� � ��_�,�' 121 NORTH ELEVATION SCALE: 1/4" = V -0" c- PARTIAL EAST ELEV B SCALE: 1/4" = V -0" RIDGE �I 1JJ,r a IF 1, 1.11., 11, EXI5TIN6 GRADE d TRUE PLANE ELEVATION B ANGLED ELEVATION ELM= PROPOSED FINISHED GRADE � �eeeo•�a�se� . �� e�m � - � �Q off. :� ®ems � � � �• Mt .�. � � i .�'�'1e� - i .� a_�,� � ��_�,�' �. � - I ■[■ ��e tee— E g _` � -- — 1� �"�—°_ �� o �- �.- !� i ! � -pi: �� � ale.: ,�e^ ®E _ ��s � y�r i7 ee■ 'f 1 aee-�— �© ©`. ��0. �i� � S� �- �pf s • - -.�_ � .�, � I/ � e -� � � _ 1� ���ei��� e _ � � 1 e - � .� e°����f eei>ri - • y �1i�sl � ���' �s;_s � � � m, �! o i - •��ss� sue.- m -�. �=�® ��. -•. ® - ,m rs, ��s_ � � s ea�eer - � �! - � ��ila � _ — —, l �G acs o'_�® 9. ■ - eeee•eE� �i� - - S. � i� ��. �{ 1 � � ■ am ac �� !,i eeesesae aea i� � eeeeal� _ a � _ so e�7 rem- o s — � o so - _ � _ - Ct eee� �' - Eli �' o � �, ao' �� ..ego s � so .sue ■' NORTH ELEVATION SCALE: 1/4" = V -0" c- PARTIAL EAST ELEV B SCALE: 1/4" = V -0" RIDGE �I 1JJ,r a IF 1, 1.11., 11, EXI5TIN6 GRADE d TRUE PLANE ELEVATION B ANGLED ELEVATION ELM= PROPOSED FINISHED GRADE Design Review Staff Approval 0 2' 4' 8' ENTRY LEVEL T O 5TONE 515-11- O 5/5" MAIN LEVEL T O 5T /WD MAIN LEVEL T O PLY 5154' - 11 1/5" LOWER LEVEL T O GYPG 5144'- 5 5/5" LOWER LEVEL T O PLY 5144'- 7 115" DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 PRoJECr: 1107 MARSHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7 ,LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO XTERIOR ELEVATIONS A3* I � �eeeo•�a�se� . �� e�m I ■[■ ��e tee— _` � -- — 1� �"�—°_ Design Review Staff Approval 0 2' 4' 8' ENTRY LEVEL T O 5TONE 515-11- O 5/5" MAIN LEVEL T O 5T /WD MAIN LEVEL T O PLY 5154' - 11 1/5" LOWER LEVEL T O GYPG 5144'- 5 5/5" LOWER LEVEL T O PLY 5144'- 7 115" DRB UPDATE/ REVISIONS NOVEMBER 1, 2013 PRoJECr: 1107 MARSHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7 ,LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO XTERIOR ELEVATIONS A3* I t1 PARTIAL SOUTH ELEV SCALE: 1/4" = V -0" MASTER I�CIO 000 000 uuu Design Review Staff Approval By Warren Campbell at 3:28 pm, Jan 22, 201, TOWN OF VAR)' A METAL CLAD 6LA55 DOORS ✓, ,',f ;', A ✓ f'11 � � � � — j9f/ � � � 1 % 1 ilk _ _ > ✓/f 1f /4' ✓i i,!( —_ —j4f 1' ✓Y ��� _ _ �,+Af _df %�( _ _ ; ,MAIN LEVEL T O 5T /WD - - -5155- 2 518" V 2 GARAGE ELEVATION SCALE: 1/4" = 1' -0" ELEVATION GENERAL NOTES 1. EXTERIOR WALL FINI5HE5 INDICATED ON ELEVATIONS - ALL WALL FINISHES ARE NEW, UNO. A� 6" DRY STACK STONE VENEER (NEW OR REPLACE EXI571N(f;) WOOD HORIZONTAL �G NOT USED D� COPPER PANELS 2. COPPER PANEL SIZE /LAYOUT I5 A REPRESENTATION OF INTENT. ACTUAL PANELS SHALL BE REVIEAED Y41 ARCHITECT PRIOR TO FABRICATION 3. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE. 4. ALL WINDOWS AND DOORS ARE NEW. 5. ALL GUTTER5 AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE- PATINATED. GUTTER AND DOWN5POUT LOCATIONS 8 LENGTH5 ARE DIAGRAMMATIC 8 SHOULD BE REVIEAED BY ROOFING CONTRACTOR. ROOFING CONTRACTOR TO PROVIDE SHOP DRAWINGS. ROOF PLAN � 51651- 8 5/5" V ENTRY LEVEL T 0 5TONE a15,71- 0 5/8" MAIN LEVEL T O 5T /WD 5155-:2 518" MAIN LEVEL T O PLY 5154'- 11 1/8" LOWER LEVEL T O GYP0 a ' - /a" ---LOkNER LEVEL T O PLY 5144'- 7 1/8" 0 2' 4' 8' PARTIAL WEST ELEV SCALE: 1/4" = 1' -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE e_ 7 -23 -12 a 8 -24 -12 _l 8 -29 -12 FINAL DRB REVISIONS 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 1 -21 -13 REVISED BUILDING PERMIT 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -16 -13 DRB CHANGES 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS MASTER I�CIO 000 000 uuu Design Review Staff Approval By Warren Campbell at 3:28 pm, Jan 22, 201, TOWN OF VAR)' A METAL CLAD 6LA55 DOORS ✓, ,',f ;', A ✓ f'11 � � � � — j9f/ � � � 1 % 1 ilk _ _ > ✓/f 1f /4' ✓i i,!( —_ —j4f 1' ✓Y ��� _ _ �,+Af _df %�( _ _ ; ,MAIN LEVEL T O 5T /WD - - -5155- 2 518" V 2 GARAGE ELEVATION SCALE: 1/4" = 1' -0" ELEVATION GENERAL NOTES 1. EXTERIOR WALL FINI5HE5 INDICATED ON ELEVATIONS - ALL WALL FINISHES ARE NEW, UNO. A� 6" DRY STACK STONE VENEER (NEW OR REPLACE EXI571N(f;) WOOD HORIZONTAL �G NOT USED D� COPPER PANELS 2. COPPER PANEL SIZE /LAYOUT I5 A REPRESENTATION OF INTENT. ACTUAL PANELS SHALL BE REVIEAED Y41 ARCHITECT PRIOR TO FABRICATION 3. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE. 4. ALL WINDOWS AND DOORS ARE NEW. 5. ALL GUTTER5 AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE- PATINATED. GUTTER AND DOWN5POUT LOCATIONS 8 LENGTH5 ARE DIAGRAMMATIC 8 SHOULD BE REVIEAED BY ROOFING CONTRACTOR. ROOFING CONTRACTOR TO PROVIDE SHOP DRAWINGS. ROOF PLAN � 51651- 8 5/5" V ENTRY LEVEL T 0 5TONE a15,71- 0 5/8" MAIN LEVEL T O 5T /WD 5155-:2 518" MAIN LEVEL T O PLY 5154'- 11 1/8" LOWER LEVEL T O GYP0 a ' - /a" ---LOkNER LEVEL T O PLY 5144'- 7 1/8" 0 2' 4' 8' PARTIAL WEST ELEV SCALE: 1/4" = 1' -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5 121 WWW.SRIARCHITECT. COM ti 11 DATE ISSUE 7 -23 -12 FINAL DRB 8 -24 -12 FINAL DRB REVISIONS 8 -29 -12 FINAL DRB REVISIONS 8 -31 -12 PERMIT 1 -2 -13 DRB CHANGES 1 -21 -13 REVISED BUILDING PERMIT 3 -13 -13 REVISED PERMIT 3 -13 -13 CONSTRUCTION DOCUMENTS 5 -16 -13 DRB CHANGES 8 -21 -13 DRB CHANGES 8 -1 -13 REVISED PERMIT 11 -1 -13 DRB UPDATE /REVISIONS DRB UPDA -M REVISIONS NOVEMBER 1, 2013 PROJECT: 1107 MAASHALL RESIDENCE REMODEL 193 BEAVER DAM RD. BLOCK: 7, LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO EXTERIOR ELEVATIONS A3.2 LEGEND INSTALLATION NOTES CONFLICTS OR SUBSITITUTIONS: • ELECTRICAL AND GENERAL CONTRACTORS ARE TO CONTACT WHITE LIGHTING DESIGN IF ANY CONFLICTS ARISE OUT OF FIXTURES SPECIFIED AND THEIR AVAILABILITY. • NO SUBSTITUTION FOR SPECIFIED FIXTURES IS PERMITTED WITHOUT PRIOR APPROVAL FROM WHITE LIGHTING DESIGN. LAMPING: • CONTRACTOR TO USE ONLY SYLVANIA IR MR16 LAMPS, 37W, BEAM SPREADS AS SPECIFIED BY WILD AS PER DRAWINGS. • CONTRACTOR SHALL INSTALL HONEYCOMB LOUVRES, CLEAR LENSES OR SPREAD LENSES WHERE SPECIFIED. IF NO INDICATION IS MADE, THE LENSE PROVIDED BY MANUFACTURER SHALL BE LEFT IN PLACE. • ALL A19 LAMPS ARE TO BE FROSTED, 120V, HALOGEN A —LAMPS WHEREVER POSSIBLE, INCLUDING DECORATIVE FIXTURES (SYLVANIA #100 A /HAL /RP -120V FOR 10OW, ALSO COMES IN 60W AND 75W). • CONTRACTOR USE MAXIMUM WATTAGE IN ALL FIXTURES, INCLUDING DECORATIVE FIXTURES. ELECTRICAL: • ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL NEEDS FOR ALL APPLIANCES. • ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL NATIONAL AND LOCAL ELECTRICAL CODES ARE FOLLOWED, (2011 NEC) (ARC FAULT BREAKER) INCLUDING BUT NOT LIMITED TO CONVENIENCE OUTLET PLACEMENT AND WIRE TERMINATIONS. • CONTRACTOR TO RUN SEPARATE CONDUIT FOR TELEPHONE, LOW VOLTAGE LIGHTING CONTROL, OR A/V CONTROL WIRE WHERE INDICATED. MAINTAIN AT LEAST 12" SEPARATION BETWEEN ANY PARALLEL RUNS OF LINE AND LOW VOLTAGE WIRE. • CONTRACTOR TO RUN #12 WIRE FROM REMOTE TRANSFORMERS TO LOW VOLTAGE FIXTURES. • MOUNT LOW VOLTAGE STRIP LIGHT IN LENGTHS NO LONGER THAN 15' -0" PER FEED. OUTLETS: • WALL OUTLETS SHALL BE VERTICAL, 9" A.F.F. TO BOTTOM OF BOX, DECORA STYLE. [[NOT VERIFIED.]] • BATHROOM GFI OUTLETS SHALL BE HORIZONTAL IN THE BACKPLASH. [[NOT VERIFIED.]] • KITCHEN OUTLETS TO BE VERTICAL IN THE BACKSPLASH. [[NOT VERIFIED.]] • CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN. • CONTRACTOR TO VERIFY COLOR OF ALL WALL AND FLOOR BOX DEVICES WITH OWNER PRIOR TO ROUGH —IN. • CONTRACTOR TO VERIFY EXACT LOCATION AND STYLE OF FLOOR PLUGS WITH OWNER PRIOR TO ROUGH —IN. • USE STEEL CITY #664/664— CST —BRN WHERE FLOOR BOXES ARE TO BE INSTALLED UNDER FURNITURE OR WHERE A FLOOR MOUNTED TELEPHONE JACK IS REQUIRED. USE LEW #RCFB -1 WHERE FLOOR BOXES ARE VISIBLE SUCH AS PERIMETER WALLS. LIGHTING CONTROLS • LIGHTING CONTROL SYSTEM SHALL BE A "XXXXXXXX" SYSTEM. ELECTRICAL CONTRACTOR SHALL FOLLOW ALL MANUFACTURER GUIDELINES AND SPECIFICATIONS WITHOUT EXCEPTION. • CONTROL DEVICES TO BE INSTALLED 46" A.F.F. TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. [[NOT VERIFIED.]] • LIGHTING CONTROL DEVICES AT BEDSIDES TO BE INSTALLED 34" A.F.F. TO BOTTOM OF BOX. [[NOT VERIFIED.]] • MOTION SENSORS SHALL BE WALL MOUNTED WHERE POSSIBLE, USE WATT STOPPER #RS -150U. DECORATIVE "A /B" FIXTURES • VERIFY MOUNTING HEIGHTS OF WALL SCONCES WITH OWNER PRIOR TO ROUGH —IN. LEAVE 24" WHIP TO ALL WALL MOUNTED FIXTURES. • USE MAXIMUM ALLOWABLE WATTAGE IN ALL DECORATIVE FIXTURES. BID NOTES CONSTRUCTION ADMINISTRATION: • ELECTRICAL CONTRACTOR SHALL HAVE ALL BOX LOCATIONS APPROVED BY WILD AND OWNER IN A ROUGH —IN WALK THROUGH PRIOR TO RUNNING WIRE. LIGHTING CONTROL SYSTEM: • IN THE EVENT THAT A TOTAL OR PARTIAL LIGHTING CONTROL SYSTEM IS SPECIFIED, THE ELECTRICAL CONTRACTOR (IN CONJUNCTION WITH CONTROLS DEALER, IF NOT THE CONTRACTOR) SHALL BE RESPONSIBLE FOR SCHEDULING THE "START UP" OF THE LIGHTING CONTROL SYSTEM, INCLUDING BUT NOT LIMITED TO: • CONFIRMING THAT ALL EQUIPMENT IS AS SPECIFIED AND LOCATED /ADDRESSED CORRECTLY, AS PER PANEL SCHEDULES • VERIFYING ALL WIRING TERMINATIONS AND LOW VOLTAGE COMMUNICATION • CHECKING FOR SHORTS • VERIFYING THAT EACH LOAD IS LANDED AS SPECIFIED PER PANEL SCHEDULES AND IS FUNCTIONING PROPERLY • VERIFYING THAT EACH KEYPAD AND /OR DIMMER IS COMMUNICATING AND FUNCTIONING PROPERLY • WHITE LIGHTING DESIGN SHALL SPECIFY, DESIGN AND PROGRAM THE LIGHTING CONTROL SYSTEM BUT SHALL NOT PROVIDE ANY EQUIPMENT OR WARRANTY FOR THE SYSTEM. • IT IS NOT CONSIDERED TO BE IN WHITE LIGHTING DESIGN'S SCOPE OF WORK TO TROUBLESHOOT, ISOLATE, OR OTHERWISE DIAGNOSE WIRING OR EQUIPMENT PROBLEMS. TRIM —OUT AND MOVE —IN PHASE: • WILD WILL SUPPLY A SET OF DRAWINGS THAT WILL DETAIL ALL MR16 LAMPING AND LENSING INFORMATION TO BE INSTALLED BY ELECTRICAL CONTRACTOR AT THE TIME OF TRIM —OUT. TEMPORARY LAMPING MAY BE INSTALLED UNTIL THAT TIME. • WILD WILL REQUEST ASSISTANCE FROM ELECTRICAL CONTRACTOR DURING FINAL AIMING. THIS WILL INCLUDE TIME FROM 2 -3 ELECTRICIANS AS WELL AS THE USE OF LADDERS TO REACH ALL ADJUSTABLE ACCENT FIXTURES. THIS MAY BE DIVIDED INTO SEPARATE VISITS DEPENDING ON OWNER'S MOVE —IN SCHEDULE. KEY NOTES Q1 LUTRON DIMMABLE OUTLET #CAR -15— HFDU —xx O SURFACE MOUNTED DECORATIVE FIXTURE HOMEWORKS A XX (REFER TO DECORATIVE LIGHTING FIXTURE SCHEDULE) HOMEWORKS SWITCH # ® ALL TOE WALL MOUNTED DECORATIVE FIXTURE IN BATHROOMS ON SAME LOAD #144. B XX (REFER TO DECORATIVE LIGHTING FIXTURE SCHEDULE) BATHROOM #1 & #2 TO HAVE LED BACK LIGHTING. OTHER SURFACE MOUNTED FIXTURE LITON LH1399R— SL /LRSQ1316BW OTHER WALL MOUNTED FIXTURE — 0 RECESSED FIXTURE HALO ELT — 0 RECESSED FIXTURE WITH LAMP AND LENS SPECIFICATION CLEAR 15W LED — OIN —GRADE WELL LIGHT — 0::::] SURFACE MOUNTED FLUORESCENT FIXTURE — 48" FLUORESCENT CLOSET STRIP WITH SIZE GM LIGHTING LTR10024HO35/ LEDCHL —W RECESSED STEP LIGHT GM LTH —x— DIM -24 24V DIMMING POWER SUPPLY K -24 LINEAR LOW VOLTAGE STRIP CREATIVE ILLUMINATION UC- 117 —EL ROPE LIGHT (LOW OR LINE VOLTAGE) MOUNT LENS DOWN K -36 TRACK WITH HEADS CREATIVE ILLUMINATION 4ILL. FIBER OPTICS ILLUMINATOR MOUNT LENS DOWN Q FIBER OPTICS FIXTURE LENS CREATIVE ILLUMINATION UC- 132 —EL SWITCH MOUNT LENS DOWN `h3 3 —WAY SWITCH GM LIGHTING $4 4 —WAY SWITCH GM LTH —x— DIM -24 24V DIMMING POWER SUPPLY $D DIMMER SWITCH LITON $DS DOOR SWITCH WET LOCATION RATED D3 3 —WAY DIMMER SWITCH COLOR KINETICS $ ## LIGHTING CONTROL KEYPAD (WITH TWO —DIGIT ADDRESS) #XXX LIGHTING CONTROL LOAD NUMBER PATH LIGHT 0 DUPLEX RECEPTACLE 12V/20W REMOTE TRANSFORMER / MODIFIED TO 18" TALL DOUBLE DUPLEX RECEPTACLE RECESSED MINI LED ACCENT IN CABINETS �GFI DUPLEX RECEPTACLE WITH GROUND FAULT 5W LED `H' Wp DUPLEX RECEPTACLE (WEATHER PROOF) LED STRIP LIGHT — HO 2700K QGD GARAGE DOOR OPENER RECEPTACLE LED, 3W /FT GM LTH 12V DIMMING POWER SUPPLY HALF — SWITCHED DUPLEX RECEPTACLE RECESSED SHIELDED LED STEP LIGHT BEGA FULLY — SWITCHED DUPLEX RECEPTACLE 2.2W LED REMOTE DRIVER SWITCHED SIMPLEX RECEPTACLE DELETED ® FLOOR RECEPTACLE (SEE INSTALLATION NOTES FOR SPEC) ® HALF — SWITCHED FLOOR RECEPTACLE (SEE INSTALLATION NOTES) ® FULLY — SWITCHED FLOOR RECEPTACLE (SEE INSTALLATION NOTES) SYLVANIA IR MR16; BEAM SPREAD TBD CLOCK RECEPTACLE W ONYX WALL LED BACKLIGHTING EXHAUST FAN — — DRAPERY MOTOR X RECESSED ACCENT — I.C. (SLOTTED TRIM) DISPOSAL IC44/445 —WH SYLVANIA IR MR16, BEAM SPREAD TBD MOTION SENSOR (MOUNT ON WALL UNLESS NOTED OTHERWISE) V TELEPHONE OUTLET DS- 0— BZP- 9 -11 —A 0 NETWORK PORT CC TV TELEVISION OUTLET IC43N /431NHZ —WH ® CEILING SPEAKER DD WELL LIGHT WALL SPEAKER IG2 JB JUNCTION BOX EE FP FIREPLACE IGNITION — — — GG INSTALLATION NOTES CONFLICTS OR SUBSITITUTIONS: • ELECTRICAL AND GENERAL CONTRACTORS ARE TO CONTACT WHITE LIGHTING DESIGN IF ANY CONFLICTS ARISE OUT OF FIXTURES SPECIFIED AND THEIR AVAILABILITY. • NO SUBSTITUTION FOR SPECIFIED FIXTURES IS PERMITTED WITHOUT PRIOR APPROVAL FROM WHITE LIGHTING DESIGN. LAMPING: • CONTRACTOR TO USE ONLY SYLVANIA IR MR16 LAMPS, 37W, BEAM SPREADS AS SPECIFIED BY WILD AS PER DRAWINGS. • CONTRACTOR SHALL INSTALL HONEYCOMB LOUVRES, CLEAR LENSES OR SPREAD LENSES WHERE SPECIFIED. IF NO INDICATION IS MADE, THE LENSE PROVIDED BY MANUFACTURER SHALL BE LEFT IN PLACE. • ALL A19 LAMPS ARE TO BE FROSTED, 120V, HALOGEN A —LAMPS WHEREVER POSSIBLE, INCLUDING DECORATIVE FIXTURES (SYLVANIA #100 A /HAL /RP -120V FOR 10OW, ALSO COMES IN 60W AND 75W). • CONTRACTOR USE MAXIMUM WATTAGE IN ALL FIXTURES, INCLUDING DECORATIVE FIXTURES. ELECTRICAL: • ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL NEEDS FOR ALL APPLIANCES. • ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL NATIONAL AND LOCAL ELECTRICAL CODES ARE FOLLOWED, (2011 NEC) (ARC FAULT BREAKER) INCLUDING BUT NOT LIMITED TO CONVENIENCE OUTLET PLACEMENT AND WIRE TERMINATIONS. • CONTRACTOR TO RUN SEPARATE CONDUIT FOR TELEPHONE, LOW VOLTAGE LIGHTING CONTROL, OR A/V CONTROL WIRE WHERE INDICATED. MAINTAIN AT LEAST 12" SEPARATION BETWEEN ANY PARALLEL RUNS OF LINE AND LOW VOLTAGE WIRE. • CONTRACTOR TO RUN #12 WIRE FROM REMOTE TRANSFORMERS TO LOW VOLTAGE FIXTURES. • MOUNT LOW VOLTAGE STRIP LIGHT IN LENGTHS NO LONGER THAN 15' -0" PER FEED. OUTLETS: • WALL OUTLETS SHALL BE VERTICAL, 9" A.F.F. TO BOTTOM OF BOX, DECORA STYLE. [[NOT VERIFIED.]] • BATHROOM GFI OUTLETS SHALL BE HORIZONTAL IN THE BACKPLASH. [[NOT VERIFIED.]] • KITCHEN OUTLETS TO BE VERTICAL IN THE BACKSPLASH. [[NOT VERIFIED.]] • CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN. • CONTRACTOR TO VERIFY COLOR OF ALL WALL AND FLOOR BOX DEVICES WITH OWNER PRIOR TO ROUGH —IN. • CONTRACTOR TO VERIFY EXACT LOCATION AND STYLE OF FLOOR PLUGS WITH OWNER PRIOR TO ROUGH —IN. • USE STEEL CITY #664/664— CST —BRN WHERE FLOOR BOXES ARE TO BE INSTALLED UNDER FURNITURE OR WHERE A FLOOR MOUNTED TELEPHONE JACK IS REQUIRED. USE LEW #RCFB -1 WHERE FLOOR BOXES ARE VISIBLE SUCH AS PERIMETER WALLS. LIGHTING CONTROLS • LIGHTING CONTROL SYSTEM SHALL BE A "XXXXXXXX" SYSTEM. ELECTRICAL CONTRACTOR SHALL FOLLOW ALL MANUFACTURER GUIDELINES AND SPECIFICATIONS WITHOUT EXCEPTION. • CONTROL DEVICES TO BE INSTALLED 46" A.F.F. TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. [[NOT VERIFIED.]] • LIGHTING CONTROL DEVICES AT BEDSIDES TO BE INSTALLED 34" A.F.F. TO BOTTOM OF BOX. [[NOT VERIFIED.]] • MOTION SENSORS SHALL BE WALL MOUNTED WHERE POSSIBLE, USE WATT STOPPER #RS -150U. DECORATIVE "A /B" FIXTURES • VERIFY MOUNTING HEIGHTS OF WALL SCONCES WITH OWNER PRIOR TO ROUGH —IN. LEAVE 24" WHIP TO ALL WALL MOUNTED FIXTURES. • USE MAXIMUM ALLOWABLE WATTAGE IN ALL DECORATIVE FIXTURES. BID NOTES CONSTRUCTION ADMINISTRATION: • ELECTRICAL CONTRACTOR SHALL HAVE ALL BOX LOCATIONS APPROVED BY WILD AND OWNER IN A ROUGH —IN WALK THROUGH PRIOR TO RUNNING WIRE. LIGHTING CONTROL SYSTEM: • IN THE EVENT THAT A TOTAL OR PARTIAL LIGHTING CONTROL SYSTEM IS SPECIFIED, THE ELECTRICAL CONTRACTOR (IN CONJUNCTION WITH CONTROLS DEALER, IF NOT THE CONTRACTOR) SHALL BE RESPONSIBLE FOR SCHEDULING THE "START UP" OF THE LIGHTING CONTROL SYSTEM, INCLUDING BUT NOT LIMITED TO: • CONFIRMING THAT ALL EQUIPMENT IS AS SPECIFIED AND LOCATED /ADDRESSED CORRECTLY, AS PER PANEL SCHEDULES • VERIFYING ALL WIRING TERMINATIONS AND LOW VOLTAGE COMMUNICATION • CHECKING FOR SHORTS • VERIFYING THAT EACH LOAD IS LANDED AS SPECIFIED PER PANEL SCHEDULES AND IS FUNCTIONING PROPERLY • VERIFYING THAT EACH KEYPAD AND /OR DIMMER IS COMMUNICATING AND FUNCTIONING PROPERLY • WHITE LIGHTING DESIGN SHALL SPECIFY, DESIGN AND PROGRAM THE LIGHTING CONTROL SYSTEM BUT SHALL NOT PROVIDE ANY EQUIPMENT OR WARRANTY FOR THE SYSTEM. • IT IS NOT CONSIDERED TO BE IN WHITE LIGHTING DESIGN'S SCOPE OF WORK TO TROUBLESHOOT, ISOLATE, OR OTHERWISE DIAGNOSE WIRING OR EQUIPMENT PROBLEMS. TRIM —OUT AND MOVE —IN PHASE: • WILD WILL SUPPLY A SET OF DRAWINGS THAT WILL DETAIL ALL MR16 LAMPING AND LENSING INFORMATION TO BE INSTALLED BY ELECTRICAL CONTRACTOR AT THE TIME OF TRIM —OUT. TEMPORARY LAMPING MAY BE INSTALLED UNTIL THAT TIME. • WILD WILL REQUEST ASSISTANCE FROM ELECTRICAL CONTRACTOR DURING FINAL AIMING. THIS WILL INCLUDE TIME FROM 2 -3 ELECTRICIANS AS WELL AS THE USE OF LADDERS TO REACH ALL ADJUSTABLE ACCENT FIXTURES. THIS MAY BE DIVIDED INTO SEPARATE VISITS DEPENDING ON OWNER'S MOVE —IN SCHEDULE. KEY NOTES Q1 LUTRON DIMMABLE OUTLET #CAR -15— HFDU —xx O LUTRON HOMEWORKS DIMMER # 03 LUTRON HOMEWORKS SWITCH # ® ALL TOE KICK LED'S IN BATHROOMS ON SAME LOAD #144. O THESE 2 MIRRORS IN BATHROOM #1 & #2 TO HAVE LED BACK LIGHTING. NOTE: PER ENERGY CODE- 78 — TOTAL INCANDESCENT FIXTURES 71 — TOTAL HIGH EFFICACY FIXTURES 265 FEET — TOTAL LINEAR LED LIGHTING 45 SQ. FT. — TOTAL LED WALL OF LIGHT TOV-FERMIT SET NOTES /CLARIFICATION Z — DELTA STARS TO BE POINTED DOWN. P — HADCO TO BE LESS THAN 18" MAX HEIGHT. GREATER THAN 50% HIGH EFFICACY SOURCES PER LIST ABOVE. ALL EXTERIOR FIXTURES ABOVE 18" OFF OF GRADE TOTAL 22. BREAKDOWN AS FOLLOWS: 9 — "B" (WALL SCONCES) 1 — "C" (RECESSED ACENT) 12 — "Z" (SURFACE MOUNTED DOWNLIGHTS) MAR5HALL REMODEL WHITE LIGHTING DE51GN 193 DEAVER DAM ROAD LIGHTING fIXTURE SCHEDULE G08 GARRISON 5T SUITE PROJECT #I 1-02G LAKEWOOD, CO 80215 MARK DESCRIPTION MANUFACTURER CATALOG # LAMP NOTES A CEILING MOUNTED FIXTURE SEE 'DECORATIVE FIXTURE SCHEDULE' — — — B WALL MOUNTED FIXTURE SEE 'DECORATIVE FIXTURE SCHEDULE' — — — C RECESSED ACCENT — NON I.0 REMODELER (SQ TRIM) LITON LH1399R— SL /LRSQ1316BW SYLVANIA IR MR16; BEAM SPREAD TBD — D RECESSED ACCENT— NON I.C. (SLOTTED TRIM) HALO H1499T/1420P SYLVANIA IR MR16; BEAM SPREAD TBD — E RECESSED LED DOWNLIGHT — I.C. LITON LHLD515C70 —DLV/ LD521 S —B60 15W LED — G EXISTING FIXTURE — — — — J LED STRIP LIGHT — SHO 3500K GM LIGHTING LTR10024HO35/ LEDCHL —W LED, 6W /FT GM LTH —x— DIM -24 24V DIMMING POWER SUPPLY K -24 WALL MOUNTED FLUORESCENT CLOSET LIGHT — 24" CREATIVE ILLUMINATION UC- 117 —EL SYLVANIA — F017 /830 /XP /ECO (T8) MOUNT LENS DOWN K -36 WALL MOUNTED FLUORESCENT CLOSET LIGHT — 36" CREATIVE ILLUMINATION UC- 125 —EL SYLVANIA — F025 /830 /XP /ECO (T8) MOUNT LENS DOWN —48 WALL MOUNTED FLUORESCENT CLOSET LIGHT — 48" CREATIVE ILLUMINATION UC- 132 —EL SYLVANIA — F032 /830 /XP /ECO (T8) MOUNT LENS DOWN L LED STRIP LIGHT — SHO 2700K GM LIGHTING LTR10024HO27/ LEDCHL —W LED, 6W /FT GM LTH —x— DIM -24 24V DIMMING POWER SUPPLY M RECESSED LENSED SHOWER DOWNLIGHT — I.C. LITON LH13991CA /LR1342 —W —WL SYLVANIA IR MR16; BEAM SPREAD TBD WET LOCATION RATED N LINEAR LED LIGHTING COLOR KINETICS eW COVE QLX POWERCORE — — P PATH LIGHT HADCO CUL7 12V/20W REMOTE TRANSFORMER / MODIFIED TO 18" TALL Q RECESSED MINI LED ACCENT IN CABINETS JUNO MD1 L27K— NFL —BZ 5W LED REMOTE TRANSFORMER (1) JUNO TL602E -25 —W R LED STRIP LIGHT — HO 2700K GM LIGHTING LTR300 -27/ LEDCHL LED, 3W /FT GM LTH 12V DIMMING POWER SUPPLY S RECESSED SHIELDED LED STEP LIGHT BEGA 2203 LED 2.2W LED REMOTE DRIVER T DELETED — — — — V RECESSED ACCENT — I.C. (SQUARE TRIM) JUNO "ACULUX" IC43SQ /433SQ —WH SYLVANIA IR MR16; BEAM SPREAD TBD — W ONYX WALL LED BACKLIGHTING TBD — — — X RECESSED ACCENT — I.C. (SLOTTED TRIM) JUNO IC44/445 —WH SYLVANIA IR MR16, BEAM SPREAD TBD — Z EXTERIOR MONOPOINT ACCENT B —K DELTA STAR DS- 0— BZP- 9 -11 —A SYLVA A I MR 6; BEAM SPREAD TBD POINTED DOWN CC RECESSED ACCENT — I.C. (PINHOLE SHOWER) JUNO "ACULUX" IC43N /431NHZ —WH SYLVANIA IR MR16; BEAM SPREAD TBD — DD WELL LIGHT VISION 3 IG2 SYLVANIA IR MR16; BEAM SPREAD TBD — EE DELETED — — — — GG TRACK LIGHTING JUNO 120V "TRAC— LITES" TYPE R TRACK, BLACK, #R_BL WITH "CYLINDRA" LED TRACK HEADS, BLACK, #T252L- 3K— HC —F —BL HH EXTERIOR STEP LIGHT DREAMSCAPE LIGHTING DL- 126— EXT —xxx — — JJ RECESSED ACCENT — NON I.C. (SLOTTED TRIM) JUNO TC44/445 —WH SYLVANIA IR MR16; BEAM SPREAD TBD — LL SUPER HIGH OUTPUT LED — KITCHEN TBD — — — MM SUPER HIGH OUTPUT LED — BRIDGE TBD — — — NN RECESSED ACCENT — NON I.C. (SQUARE TRIM) JUNO "ACULUX" TC43SQ /433SQ —WH SYLVANIA IR MR16; BEAM SPREAD TBD — PP DELETED — — — — QQ 120V 3' WALL MOUNT FL PANTRY LIGHT AXIS LIGHTING ARW— S- 3— T5HO -2 —W SYLVANIA — FP54 /835 /HO /XL /ECO (T5) — MAR5HALL REMODEL WHITE LIGHTING DE51GN 193 DEAVER DAM ROAD DECORATIVE fIXTURE SCHEDULE G06 GARK15ON 5T SUITE i PROJECT # I 1--2G LAKEWOOD, CO 80215 MARK QTY DESCRIPTION MANUFACTURED CATALOG # LAMP NOTES Al 1 REC ROOM PENDANT — — — — A2 1 BEDROOM #2 CEILING MOUNT — — — — A3 1 BEDROOM #1 CEILING MOUNT — — — — A4 1 BEDROOM #4 CEILING MOUNT — — — — A5 5 UTILITY — CLOSETS— LAUNDRY — — — — A6 1 MASTER BEDROOM CHANDELIER — — — — A7 1 LIVING ROOM CHANDELIER — — — — A8 1 DINING ROOM CHANDELIER — — — — A9 1 ENTRY PENDANT — — — — A10 — — — — — — B1 10 EXTERIOR WALL SCONCE TEKA BWM -2146 7 WATT LED PAR30 FULL CUT OFF FIXTURE B2 2 BATH #3 SCONCES — — — — B3 2 BATH #1, #2 SCONCES — — — — B4 2 BATH #4 SCONCES — — — — B5 4 MASTER BATH SCONCES — — — — B6 — DELETED — — — — B7 2 POWDER SCONCES — — — — B8 3 KITCHEN ISLAND SCONCES — — — — B9 2 WINE STORAGE — — — — B10 1 PANTRY — — — — MR I G LAMP SCHEDULE NOTE: AT TIME OF TRIMOUT, REFER TO MARKS ON DRAWINGS NEXT TO MR16 FIXTURES FOR LAMP BEAM SPREADS AND ANY CHANGES TO LENSES OR LOUVERS. MARK MAN U FACTU REP ASI 37 BEAM SPREAD NOTE: * *USE ONLY SYLVANIA IR LAMPS ** ASI 25 10.03.2013 ASI 24 20WFL SYLVANIA 20W IR 60 DEGREE, WIDE FLOOD 37wSP SYLVANIA 37W IR 10 DEGREE, VERY NARROW SPOT 37wNFL SYLVANIA 37W IR 25 DEGREE, NARROW FLOOD 37wFL SYLVANIA 37W IR 35 DEGREE, FLOOD 37wWFL j SYLVANIA 37W IR 60 DEGREE, WIDE FLOOD — DELETED - - DELETED - - DELETED - - DELETED — LED SORAA MR16- 50- 601 -12- 930 -10 10 DEGREE, VERY NARROW SPOT LED STRIP LIGHT IN ALUMINUM 3/4" MIN CHANNEL WITH FROSTED LENS ALIGN FRONT OF LED STRIP WITH IMAGINARY SIGHT LINE (EXTENDED FROM LOWER COUNTER EDGE TO INSIDE OF UPPER CABINET VALANCE) - 3" MIN LED STRIP LIGHT DROPPED SOFFIT 3" MIN. NK LED COVE LIGHTING DETAIL SCALE: NONE LED STRIP LIGHT 45° ANGLE BLOCKING CABINET /BOOKCASE FACE) TOP VIEW 1 4 1» 2 FRONT EDGE OF SHELF LED VERTICAL RUN BOOKCASE DETAIL SCALE: NONE Design Review Staff Approval TOWN � By Warren Campbell at 3:28 pm, Jan 22, 2014 WHITE LIGHTING DESIGN 608 Garrison Street, Suite i Lakewood, Colorado 80215 303 - 463 -6661 phone 303 -463 -6665 fax www.whitelightingdesign.com Job No. 1118.00 Issue Date ASI 37 12.12.2013 DRB UPDATE 11.01.2013 ASI 25 10.03.2013 ASI 24 09.24.2013 ASI 20 08.23.2013 ASI 11 Revised 08.12.2013 Revised Permit 08.01.2013 C.D. Update 05.22.2013 Revised Permit 03.13.2013 Rev Bldg Permit 01.21.2013 DRB Changes 01.02.2013 Prmt Corrections 11.6. 2012 Progress Set 10.17.2012 Permit Set 08.31.2012 Final DRB rev. 08.27.2012 Final DRB 07.23.2012 DD est. 06.26.2012 0 V 4� 0 Q � v C� °J c� rn Fixture Schedule Sheet: E -0 Of: four NOTE HEj KEY NOTES DEVICE 0 LUTRON DIMMABLE OUTLET #CAR- 15— HFDU —xx O LUTRON HOMEWORKS DIMMER # 09.24.2013 03 LUTRON HOMEWORKS SWITCH # L ® ALL TOE KICK LED'S IN BATHROOMS ON SAME LOAD #144. C.D. Update Detector Revised Permit O MIRRORS IN BATHROOM #1 & #2 TO HAVE LED BACKLIGHTING, TYPE J. © MASTER CLOSET VANITY MIRROR TO HAVE LED BACKLIGHTING, TYPE J. 11.6.2012 NOTES: Horn /Strobe, weatherproof Permit Set KEYPADS: #01 -26, ( #20 not used) 08.27.2012 EXT. LOADS: #601 -606 ( #604 not used) 07.23.2012 INT. LOADS: #101 -144, 146 SHADES: #550 -561 LEGEND. SYMBOL DEVICE FAC P 11.01.2013 ASI 25 Fire Alarm Control Panel KP 09.24.2013 ASI 20 LCD Keypad /Annunciator 0 Smoke Detector OHeat 08.01.2013 C.D. Update Detector Revised Permit Sounder 0 Carbon Monoxide Detector © Knox Box Prmt Corrections 11.6.2012 Progress Set Horn /Strobe, weatherproof Design Review Staff Approval By Warren Campbell at 3:28 pm, Jan 22, 2014 TOWN OF VAIL WHITE LIGHTING DESIGN 608 Garrison Street, Suite i Lakewood, Colorado 80215 303 - 463 -6661 phone 303 -463 -6665 fax www.whitelightingdesign.com Job No. 1118.00 Issue Date ASI 37 12.12.2013 DRB UPDATE 11.01.2013 ASI 25 10.03.2013 ASI 24 09.24.2013 ASI 20 08.23.2013 ASI 11 Revised 08.12.2013 Revised Permit 08.01.2013 C.D. Update 05.22.2013 Revised Permit 03.13.2013 Rev Bldg Permit 01.21.2013 DRB Changes 01.02.2013 Prmt Corrections 11.6.2012 Progress Set 10.17.2012 Permit Set 08.31.2012 Final DRB rev. 08.27.2012 Final DRB 07.23.2012 DD est. 1 06.26.2012 a� '.d 0 a) U 4� 4� 0 � Q Cn c� Lower Level Scale: 1/4 " =1 -0' Sheet: E -1 Of: four APPROX. 144" AFF _ — — — — — — — OUTLET AT MANTLE FOR HOLIDAY LIGHTING. — VERIFY LOCATION WITH INTERIOR DESINGER. — — — — — — — — — — — — — 7 _ — — — — — — AwF505 PRENRE - - - - - -- H kD SHAD PREWIRE 7 I 37wFL Z I I II II I II 37wFL Z I II I #610 I DN II II II II II II I II I I I I II II I I I II I I II I I II I I I I I I II I II I I I II I I I II I I II I I II I I II I I I I I I I II II it 120" I I #534 (HIGHEST WINDOW) PREWIRE SHADE L - - - VIII :I�'. -� ��� - -__T� 1�./1�a1 I =mss WINDOW #553 (HIGH I • �� 1•,fflqW• "4 ■ 10 JW, j536 (SKYLIGFMW—I,91 0 M 'A i �1IIIIIIII1� �� 20" AFF J #554 (HIGH WINDOW) MOTORIZED WINDOW LEGEND: SYMBOL DEVICE FACP 37wSP 12.12.2013 Fire Alarm Control Panel KP 37wFL 08.23.2013 LCD Keypad /Annunciator DE Smoke Detector 0 GALLERY #539 SHADE Heat Detector H❑ Sounder QCarbon Monoxide Detector KB Knox Box #2 Horn /Strobe, weatherproof WINDOW) ON 01111111 11 KEY NOTES 0 LUTRON DIMMABLE OUTLET #CAR- 15- HFDU -xx O LUTRON HOMEWORKS DIMMER # 03 LUTRON HOMEWORKS SWITCH # ® ALL TOE KICK LED'S IN BATHROOMS ON SAME LOAD #144. 0 MIRRORS IN BATHROOM #1 & #2 TO HAVE LED BACKLIGHTING, TYPE J. © MASTER CLOSET VANITY MIRROR TO HAVE LED BACKLIGHTING, TYPE J. NOTES: KEYPADS: #27 -45 EXT. LOADS: #606 -610 INT. LOADS: 4 SHADES: C!!! 6, 60 0 U-t"i ► � U r.1k #218 18" 37wNFL LL SCONCE S ABOVE #XXX #506 (HIGH WINDOW) MOTORIZED WINDOW #507 (HIGH WINDOW) MOTORIZED WINDOW #508 (HIGH WINDOW) MOTORIZED WINDOW PREWIRE LINEAR LED LIGHTING PREWIRE ONLY #532 PREWIRE I SHADE LINEAR LED LIGHTING PREWIRE ONLY VERIFY LOCATION 8" AFF TO CENTER (TYP) 212 5 D #510 PREWIRE #511 PREWIRE SHADE -Anr 6 #531 PREWIRE #544 1 SHADE SHADE Job No. 1118.00 Issue ASI 37 DRB UPDATE ASI 25 ASI 24 ASI 20 ASI 11 Revised Revised Permit C.D. Update Revised Permit Rev Bldg Permit DRB Changes Prmt Corrections u 37wSP 12.12.2013 37wNFL 10.03.2013 37wFL 08.23.2013 37wWFL DE 05.22.2013 c� w GALLERY #539 SHADE w 10.17.2012 VERIFY LOCATIONS cr U-1 205 #5 MOTORIZED WINDOW 07.23.2012 #2 6 4 SHADE ILLUMINATION UNDER COON #Jr I 4 MOTORIZED WINDOW 0 CABINET FRONT. SEE /LIGHTING 215 BENEATH COLY. 4 4 #222 168" IN' 163" Q R _— COUNTER • w xxx 37wFL N — — — 77A — — — — — — — V V V #219 :0:2] 37wFL 28" 37wWFL w #537 (SKYLI T) SHADE #240 A F 1/ L � i R V 37wFL 24 R V 37wNFL FL xxx o A NT Y RUM BIKE SKI Ds V S a I � 203 A Y � 0 N 7w 5 210 1 41 AFF E MIRROR #220 ®37wFL V C E E C E 12" 37wFL 37wFL r _ _ _ _ — 3 FL 37w 27 I I AFF 0 #2 I #543 PREWIRE I I 1LI I SHADE I I #556 (HIGH WINDOW) I L______ I ____________J MOTORIZED WINDOW CENTER JBOX ON VERTICAL WALL OF HVAC SOFFIT PER SITE DETERMINATION FIELD LOCATE WITH VAIL FIRE DEPT APPROVAL, ABOVE FIRE DEPT CONNECTION. KEY NOTES 0 LUTRON DIMMABLE OUTLET #CAR- 15- HFDU -xx O LUTRON HOMEWORKS DIMMER # 03 LUTRON HOMEWORKS SWITCH # ® ALL TOE KICK LED'S IN BATHROOMS ON SAME LOAD #144. 0 MIRRORS IN BATHROOM #1 & #2 TO HAVE LED BACKLIGHTING, TYPE J. © MASTER CLOSET VANITY MIRROR TO HAVE LED BACKLIGHTING, TYPE J. NOTES: KEYPADS: #27 -45 EXT. LOADS: #606 -610 INT. LOADS: 4 SHADES: C!!! 6, 60 0 U-t"i ► � U r.1k #218 18" 37wNFL LL SCONCE S ABOVE #XXX #506 (HIGH WINDOW) MOTORIZED WINDOW #507 (HIGH WINDOW) MOTORIZED WINDOW #508 (HIGH WINDOW) MOTORIZED WINDOW PREWIRE LINEAR LED LIGHTING PREWIRE ONLY #532 PREWIRE I SHADE LINEAR LED LIGHTING PREWIRE ONLY VERIFY LOCATION 8" AFF TO CENTER (TYP) 212 5 D #510 PREWIRE #511 PREWIRE SHADE -Anr 6 #531 PREWIRE #544 1 SHADE SHADE 37wNFL P16" 111111 24" #514 (HIGH WINDOW) SHADE #513 (HIGH WINDOW) MOTORIZED WINDOW #512 (LOWER) #515 /SHADE #546 SHADE O Lir1�1 L 1 Job No. 1118.00 Issue ASI 37 DRB UPDATE ASI 25 ASI 24 ASI 20 ASI 11 Revised Revised Permit C.D. Update Revised Permit Rev Bldg Permit DRB Changes Prmt Corrections 20WFL 37wSP 12.12.2013 37wNFL 10.03.2013 37wFL 08.23.2013 37wWFL 08.01.2013 05.22.2013 c� w 01.21,2013 a w 10.17.2012 w cr U-1 37wNFL P16" 111111 24" #514 (HIGH WINDOW) SHADE #513 (HIGH WINDOW) MOTORIZED WINDOW #512 (LOWER) #515 /SHADE #546 SHADE O Lir1�1 L 1 .0 \-A-� #528 SHADE #530 SHADE HIGH WINDOW #549 ( ) MOTORIZED WINDOW #600 (HIGH WINDOW) SHADE WINDOW) #517 (HIGH 1• SHADE MOTORIZED WINDOW e iiiii�iii■�iiiiiii _ice ZZ& ,iw#518 SHADE V 37wFL �oloo� loon, ommillill�ll 1 #519 SHAD #522 PREWIRE MOTORIZED WINDOW SHADE #523 SHADE #520 PREY #521 SHADE MOTORIZED WINDOW SHADE #525 (FULL WINDOW) SHADE #524 (UPPER PANE) PREWIRE MOTORIZED WINDOW t#547 (HIGH WINDOW) #545 (FULL WINDOW) MOTORIZED WINDOW PREWIRE SHADE #548 (HIGH WINDOW) SHADE Design Review Staff Approval TOWN OF VAIL' By Warren Campbell at 3:28 pm, Jan 22, 2014 WHITE LIGHTING DESIGN 608 Garrison Street, Suite i Lakewood, Colorado 80215 303 - 463 -6661 phone 303 - 463 -6665 fax www.whitelightingdesign.com Job No. 1118.00 Issue ASI 37 DRB UPDATE ASI 25 ASI 24 ASI 20 ASI 11 Revised Revised Permit C.D. Update Revised Permit Rev Bldg Permit DRB Changes Prmt Corrections Date 12.12.2013 11.01,2013 10.03.2013 09.24.2013 08.23.2013 08.12.2013 08.01.2013 05.22.2013 03.13.2013 01.21,2013 01.02.2013 11.6. 2012 10.17.2012 — — — Progress Set Permit Set Final DRB rev. Final DRB DD est. 08.31.2012 •► 07.23.2012 106.26.2012 /LIGHTING 215 BENEATH COLY. IN' • INTO _— COUNTER • • MIRRORS �I� OI 1 1/ L � i R a R �r ,`f 1.7171 S .0 \-A-� #528 SHADE #530 SHADE HIGH WINDOW #549 ( ) MOTORIZED WINDOW #600 (HIGH WINDOW) SHADE WINDOW) #517 (HIGH 1• SHADE MOTORIZED WINDOW e iiiii�iii■�iiiiiii _ice ZZ& ,iw#518 SHADE V 37wFL �oloo� loon, ommillill�ll 1 #519 SHAD #522 PREWIRE MOTORIZED WINDOW SHADE #523 SHADE #520 PREY #521 SHADE MOTORIZED WINDOW SHADE #525 (FULL WINDOW) SHADE #524 (UPPER PANE) PREWIRE MOTORIZED WINDOW t#547 (HIGH WINDOW) #545 (FULL WINDOW) MOTORIZED WINDOW PREWIRE SHADE #548 (HIGH WINDOW) SHADE Design Review Staff Approval TOWN OF VAIL' By Warren Campbell at 3:28 pm, Jan 22, 2014 WHITE LIGHTING DESIGN 608 Garrison Street, Suite i Lakewood, Colorado 80215 303 - 463 -6661 phone 303 - 463 -6665 fax www.whitelightingdesign.com 0 1—� V E—=1 7$ c� 0 Q C� °J m rn Main Level Scale: 1/4 " =1 -0' Sheet: E�2 Of: four Job No. 1118.00 Issue ASI 37 DRB UPDATE ASI 25 ASI 24 ASI 20 ASI 11 Revised Revised Permit C.D. Update Revised Permit Rev Bldg Permit DRB Changes Prmt Corrections Date 12.12.2013 11.01,2013 10.03.2013 09.24.2013 08.23.2013 08.12.2013 08.01.2013 05.22.2013 03.13.2013 01.21,2013 01.02.2013 11.6. 2012 10.17.2012 — — — Progress Set Permit Set Final DRB rev. Final DRB DD est. 08.31.2012 08.27.2012 07.23.2012 106.26.2012 0 1—� V E—=1 7$ c� 0 Q C� °J m rn Main Level Scale: 1/4 " =1 -0' Sheet: E�2 Of: four Staff Approval TOWN a F VA LL 1 By Warren Campbell at 3:29 pm, Jan 22, 2014 WHITE LIGHTING DESIGN 608 Garrison Street, Suite i Lakewood, Colorado 80215 303 - 463 -6661 phone 303 - 463 -6665 fax www.whitelightingdesign.com Job No. 1118.00 Issue Date ASI 37 12.12.2013 DRB UPDATE 11.01.2013 ASI 25 10.03.2013 ASI 24 09.24.2013 ASI 20 08.23.2013 ASI 11 Revised 08.12.2013 Revised Permit 08.01.2013 C.D. Update 05.22.2013 Revised Permit 03.13.2013 Rev Bldg Permit 01.21.2013 DRB Changes 01.02.2013 Prmt Corrections 11.6. 2012 Progress Set 10.17.2012 Permit Set 08.31.2012 Final DRB rev. 08.27.2012 Final DRB 07.23.2012 DD est. 1 06.26.2012 v 0 v 0) V r-.4 (2s) 75 C� 0 Q � v C� °J m rn Site Plan Scale: V =6" Sheet: E -3 Of: four Staff Approval TOWN OF 7VAR By Warren Campbell at 3:29 pm, Jan 22, 2014 WHITE LIGHTING DESIGN 608 Garrison Street, Suite i Lakewood, Colorado 80215 303 - 463 -6661 phone 303 - 463 -6665 fax www.whitelightingdesign.com Job No. 1118.00 Issue Date DRB UPDATE 11.01.2013 ASI 25 10.03.2013 ASI 24 09.24.2013 ASI 20 08.23.2013 ASI 11 Revised 08.12.2013 Revised Permit 08.01.2013 C.D. Update 05.22.2013 Revised Permit 03.13.2013 Rev Bldg Permit 01.21.2013 DRB Changes 01.02.2013 Prmt Corrections 11.6. 2012 Progress Set 10.17.2012 Permit Set 08.31.2012 Final DRB rev. 08.27.2012 Final DRB 07.23.2012 DD est. 1 06.26.2012 v 0 v 0) V r-.4 (2s) 75 C� 0 Q � v C� °J m rn Site Plan Scale: V =6" Sheet: E -3 Of: four