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HomeMy WebLinkAboutDRB130164 PLANS APPROVEDGENERAL NOTES: I. CONTRACTOR TO VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GUTTER, THAT MAY EFFECT THE SCOPE OF WORK PRIOR TO BEGINNING 51TE CONSTRUCTION. 2. EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT LOCATION. THE LANDSCAPE ARCHITECT 15 NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTOR. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE LOCATION DURING ALL PHASES OF THE WORK. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES OR STRUCTURES AND ANY INJURIES THEREFROM. RESTORATION OF ANY UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER, ANY ADJUSTMENTS OF PROPOSED WORK WILL BE APPROVED BY LANDSCAPE ARCHITECT. ADJUSTMENTS OF PLANT MATERIAL DUE TO CONFLICTS WITH UTILITIES SHALL BE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. GALL UNDERGROUND LOCATES • 800.g22.1g87, 1 WEEK PRIOR TO PLANTING. 3. PROVIDE OWNER OR LANDSCAPE ARCHITECT WITH NOTIFICATION OF ALL DISCREPANCIES BETWEEN EX15TINO AND PROPOSED SITE IMPROVEMENTS. 4. LANDSCAPE CONTRACTOR SHALL TAKE ALL NECE55ARY STEPS AS REQUIRED TO PROPERLY PROTECT AND MAINTAIN HIS WORK FOR THE DURATION OF THE CONTRACT. 5. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 6. NOTES AND DETAILS ON SPECIFIC DRAWIN65 TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 7. NO SUBSTITUTIONS FOR ANY MATERIALS SPECIFIED SHALL BE MADE WITHOUT LANDSCAPE ARCHITECT'S OR OWNER'S APPROVAL. 8. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONFIRM ALL DE516N CRITERIA AS NOTED BY THE DRAWING OR TECHNICAL SPECIFICATIONS. ANY DISCREPANCIES, DELETIONS, ADDITIONS, OR ALTERATIONS TO THE DRAWINGS OR SPECIFICATIONS SHALL BE PRESENTED IN WRITING TO THE PROJECT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. CIVIL ENGINEERING 15 THE RE5PON515ILITY OF THE CLIENT OR GENERAL CONTRACTOR. 10. GENERAL CONTRACTOR TO BRING ROUGH GRADE WITHIN +/- 0.25' OF FINISHED GRADE 8 LANDSCAPE CONTRACTOR TO FINISH GRADE. 11. ALL WORK AND PARTS SHALL BE WARRANTIED FOR A MINIMUM OF ONE YEAR FROM DATE OF COMPLETION. 12. A MINIMUM OF 48 HOURS NOTICE 15 REQUIRED FOR ALL MODIFICATIONS, REVIEW 8 APPROVAL REQUESTS TO LANDSCAPE ARCHITECT. 13. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER AND ARRANGE A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETE IN GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 0� EROSION CONTROL � SITE PROTEGTION NOTES SPEC IF I GATI ONS: \ I. 511-T FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF CONSTRUCTION AS NEEDED TO PREVENT EROSION AND BOULDER RETAINING �/ CO - SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED. (TYP.) \�\ 2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO BE PRESERVED SHALL BE PROTECTED: AT EVERGREEN TREES WITH SNOW FENGIN6 AT DRIP -LINE; AT DECIDUOUS TREES USE SNOW FENCING AT DRIP -LINE. IF YOU CANNOT PROVIDE / \ SNOW FENCE • DRIP -LINE DUE TO CONSTRUCTION PROXIMITY, WRAP TRUNK WITH PLASTIC CORRUGATED CULVERT SECTIONS TO A HE16HT OF 6 OR TO FIRST MAJOR BRANCH. IF IT 15 NECESSARY TO DRIVE WITHIN THE DRIP -LINE OF THE TREE, 0) CONTRACTOR SHALL INSTALL 4" OF BARK MULCH OR WOOD CHIPS IN A RING EXTENDING FROM THE TRUNK TO THE TREE'S \ 0 DRIP LINE. COO 3. SPECIAL CARE NEEDS TO BE TAKEN FOR TREES WITHIN CONSTRUCTION ACCESS ROUTE AND WORK AREAS. PLASTIC CORRUGATED CULVERT 5ECTION5 WITH INTERIOR INSULATION OF 15" MIN. TO SURROUND TREE TRUNK TO A HEIGHT OF V OR TO FIRST MAJOR BRANCH. 4. ERECT AND MAINTAIN TEMPORARY FENGIN6 AROUND TREE PROTECTION ZONES BEFORE STARTING 51TE CLEARING. REMOVE FENCE WHEN CONSTRUCTION IS COMPLETE. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL \� WITHIN FENCED AREA. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC WITHIN FENCED AREA. MAINTAIN FENCED AREA FREE OF WEEDS AND TRASH. BOULDER ADDRESS MARKER 5. DO NOT EXCAVATE WITHIN TREE PROTECTION ZONES, UNLESS OTHERWISE INDICATED. WHERE EXCAVATION FOR NEW WITH ROPE DOWNLIGHTING X \ � CON5TRUCTION IS REQUIRED WITHIN TREE PROTECTION ZONES, HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW -TINE SPADING FORKS COMB 501L TO EXPOSE ROOTS AND CLEANLY GUT ROOTS AS OL05E TO I EXCAVATION AS POSSIBLE. PORTION OF DRIVE OUTSIDE 8301 5.1. COVER EXPOSED ROOTS WITH BURLAP AND WATER REGULARLY. // / / tw, 3. \ 5.2. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY REDIRECTED AND PROPERTY TO BE HEATED COVERED wITH SOIL. ON DIFFERENT ZONE 5.3. GOAT GUT FACES OF ROOTS MORE THAT 1.5" IN DIAMETER WITH AN EMULSIFIED ASPHALT OR OTHER APPROVED / \ 5.4. GOATIN& FORMULATED LATED SOON AS POSSIBLE DAMA&ED PLANT TISSUES. I I X 4 GONG. PAN PER T.O.V. \ b. ALL DISTURBED AREAS NOT DE516NATED AS SHRUB BEDS, PERENNIAL BEDS, OR LAWN SHALL BE REVE&ETATED WITH THE REQUIREMENTS JELIMINATED SPECIFIED SEED MIXTURE. SEE PLANTING NOTE #14 FOR MORE INFORMATION. 3 7. PROVIDE SILT FENCE OR SNOW FENGIN6 AROUND ALL REVEGETA- AREAS FOR A MINIMUM OF ONE YEAR PERIOD OF _� O 2 (�) WATER FEATURE ESTABLISHMENT (TWO YEARS IDEAL), PARTICULARLY FOR SEEDED SHRUBS. Q \ \ 0 NOW 3 O \ I SAO GE: 0� 2.25 ( I�fS s. \ C RAPH I G LEO END ��' - �;. I �- X \ _ 2.25 / ' 3.5+ \ SILT FENCE ALONG LIMITS_ SYMBOL DESCRIPTION !'" / �/ OF DISTURBANGE @ EAST, O O \ . 8300 SOUTH � WEST PORTIONS OF - - - O 0 \ + / / / \ 8301 PROPERTY / \ EXISTING SPRUCE, PINE, OR FIR TREE TO BE 2.65 \ I U / PRESERVED. NUMBER DENOTES TRUNK i l DIAMETER (IN FEET). / HATED / 4;�11�1/ / 3.15 \ \ \ qq O 1 r4i GONGRETE D IVE/ i f O \ \ / 3 /4 MOTOG RT p�' \ \ o - \ \ / / EXISTING ASPEN TREE TO BE PRESERVED. 00 � 1.15 + \ +qq I • I NUMBER DENOTES TRUNK DIAMETER (IN % \ / FEET). + + EXISTING SHRUB TO BE PRESERVED. + NUMBER DENOTES DRIPLINE DIAMETER (IN - / 0 - - FLAGSTONE TERRACE O.q2 FEET). STONE SLAB STEPS \` / , , 2 _ _ _ _ -�- - 8300 GAS FIRE PIT / - 3.15 FLAGSTONE STEPS O O 0 Lll�� EXISTING TREE OR SHRUB TO BE REMOVED. � � sN w / +I STO AGE:'' O 831 \ I /I 20 PROPOSED CONTOUR / MAIN LEVEL - - - - - FFE: 8303.75 EXISTING CONTOUR % ' \ HEATED FLAGSTONE + p O 2.5 i / O DRIVE 4 ENTRY LIMITS OF DISTURBANGE SITE GOVERAC-7E STAT I ST I GS 2\s 5 :1.0+ + \CO = FLAGSTONE TERRACE v / Total Lot Size 16,024 s.f. (03679 acre) CO / (TYP.) Q + 5 m Building Coverage 5,145 s.f. / / // / %� FLAGSTONE STEPS \ / 32.195 of Total Lot Size / / / l / \ S LOWER LEVEL iY I Driveway Goverage 2,055 s.f. / SNOWMELTED i Q 12.8% of Total Lot Size \ / / / / x FLAGSTONE FFE: 82)2.7) STONE SPA TERRACE �� O `� BOULDER RETAINING- SET Landscape Area Coverage 8,822 5.f. / / / CO / STEPS BACK Z' FROM PROPERTY I 55.1% of Total Lot Size / LINE I / STONE VENEER WALL ELIMINATED . Im ervious Landscape Area 1,298 s.f. / 3 + r ^I 75 WATER FEATURE 50' STREAM SETBAGK p p 14.795 of Landscape Area / / t • 5 25 GAS METER - +q00 \ + X5.29 / O qq.0 Pervlous Landscape Area 7,524 s.f. / 85.3% of Landscape Area • / ' 0\ ,y� ii ( q1.5 tw:g1.0 O + i LIMITS OF DISTURBANGE \ / / � / 2 O + q1 4 + + (TYP.) q8.3 100.15 I 1 1.0 t 100.0 + + SILT FENGE ALONG LIMITS I OF DISTURBANGE © EAST, 15 SIDE SETB AGK O O + q8 5 q 5 SOUTH 4 WEST PORTIONS OF I l C) qq PROPERTY /< L / 8301 8300 REDUCED SIZE OF LOWER -� - - -- �- LEVEL PATIO 0 % REVISED GRADING TO O � � ELIMINATE BOULDERS / T ( "` PROPERTY \ _ • ( \ \ /� ' I I I FLAGSTONE STEPPING / I I \ CO STONE PATH O / o0- _ pro, - I� CO GAS GRILL 4 OUTDOOR c��' CO I I STONE SLAB STEPS KITCHEN II LIMITS OF DISTURBANGE I I (TYP.) I CO b<_ � II II I I I Design Review Staff Approval TOWN OF VAI L By Warren Campbell at 11:01 am, Jun 14, 2013 RECEIVED By David Rhoades at 11 :25 am, May 17, 2013 GORE GREEK 8 4 O 8 16 24 SCALE: 1/8" = I' -0" I- 00 0 00 N M O n o� 00 N W Cr M I- F U (D n O� W r o- U M rp a 00 W d a 0 b L U C/) o O O U Z a J � ,y W d- M N X O 00 u O N d cV L V ° O O J U �i Cd V •- O - �%i m Q � N L U CL N 4-J W O c" = m > O L> L C-4 TOV: 10 December 2012 Revised: 3 January 2013 VE Revisions: 14 February 2013 VE Revisions: 6 March 2013 Title: SITE PLAN Scale: 1/811 = 1' -0.. Sheet: L 1 © Ceres Plus, LLC. 2012 PLANT LEC END SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE LICHTIN6 LE SEND SYMBOL QTY. DESCRIPTION MANUFAGTURER MODEL 2 PIGEA PUNGENS GOLORADO SPRUGE 10' HT. -�- I PIGEA PUNGENS COLORADO SPRUGE 12' HT. I POPULU5 TREMULOIDE5 QUAKING ASPEN 2" GALIPER EXISTING A5PEN TREE TO BE PRESERVED. I POPULU5 TREMULOIDE5 QUAKING ASPEN 3" GALIPER o- \CO r� M rp EXISTING SHRUB TO BE PRESERVED. j + NUMBER DENOTES DRIPLINE DIAMETER (IN 1 FEET). = -F 3 PICEA PUNGENS 'MONTGOMERY' MONTGOMERY SPRUGE 5 GAL. _= PROPOSED CONTOUR W - EXISTING GONTOUR LIMITS OF DISTURBANGE N 4 GORNU5 5TOLONIFERA REDTHIG DOGWOOD 5 GAL. O5 5ORBARIA 5ORBIFOLIA URAL FAL5E 5PIREA 5 GAL. 3 GALAMAGR05TI5 AGUTIFLORA FEATHER REED ORA55 5 GAL. 'KARL FOER5TER' cV L 1-7 HELIGTOTRIGHON BLUE AVENA GRA55 5 GAL. SEMPERV I REN5 Cd �.% ' 200 1 GAL. _O L ASSORTED GROUND GOVER5 AND PERENNIAL FLOHER5 � 15 L L U FLATS LL FE5GUE 50D MIX 0) 4-J O c" REVEGETATE ALL DISTURBED AREAS HITH NATIVE GRA55 WILDFLOWER SEED MIX Ln N LICHTIN6 LE SEND SYMBOL QTY. DESCRIPTION MANUFAGTURER MODEL PLANT I NO NOTES $ SPEC I E I GAT I ONS: I. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LE&END(5). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE 015CREPAW -IE-5 BETWEEN QUANTITIES AND SYMBOLS SHOWN. 3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INGLUDIN6 THE ROOTS BEFORE BEGINNING WORK. 4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES 3 PESTS. 5. ALL CONTAINERIZED PLANTS NEED TO BE TO ED6E OF CONTAINER 6 HOLD ROOT BALL T06ETHER. 6. PRIOR TO PLANTIN6, THE IRRIGATION 5Y5TEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. 1. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING, A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. S. PERENNIAL BEDS SHALL BE BAGKFILLED WITH A 3:1 RATIO OF TOP501L 4 COMPOST TO A DEPTH OF q. ALL TREE5 SHALL HAVE THE ROOT GROWN PLANTED 2" ABOVE THE 5URROUNDIN6 FINISHED GRADE. ALL 5HRUB5 SHALL HAVE THE ROOT GROWN PLANTED I" ABOVE THE SURROUNDING FINISHED GRADE. 10. ALL TREE5 SHALL HAVE ALL TWINE OR OTHER BINDING MATERIAL REMOVED AROUND GROWN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND BINDING MATERIALS PULLED BACK FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BACKFILLIN6. 11. ALL 5HRUB BEDS AND TREE WELLS WILL BE MULCHED WITH TWO (2) INCHES SHREDDED BARK MULCH THROU6HOUT ENTIRE BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER, BUT BE TOP DRESSED WITH I" COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVERGREEN TREES 14'+ IN HEI6HT AND ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5 FOOT STEEL 'T' STAKES AND GUYED WITH 12 GAUGE, GALVANIZED WIRE AND 1 -1/2 INCH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLE55 OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 13. ALL EVERGREEN AND DEGIDUOU5 TREES SHALL BE PROVIDED WITH AN "EARTHEN SAUCER" AT ITS BASE. SAUCERS ARE TO BE CONSTRUCTED HAVING A MINIMUM SHALLOW DEPTH OF FOUR (4) INCHES. 5AUGER5 SHALL BE INSTALLED ON DOWNHILL SIDE ONLY WHEN PLANTINGS OCCUR ON A HILLSIDE. 14. ALL NEWLY PLANTED TREES d SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH B1050L MIX, ALL - PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN WITH BAGKFILL. 15. ALL SOD AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING BEDS WITH ED61N6. ED61N6 SHALL BE Ye' X 4" BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH ED61N6 PINS SPACED EVENLY PER 10' SECTION OF ED61N6. OVERLAP E061N6 BY 14" b SECURE OVERLAPPING SECTIONS WITH 2 PINS. E061NG SHALL NOT PROTRUDE ABOVE SURROUNDING FINISHED GRADE BY MORE THAN Y4 ". 16. ALL PLANTING SHALL BE COMPLETED DURIN6 THE NORMAL 6ROWIN6 SEASON; NO PLANTIN6 SHOULD OCCUR DURING INCLEMENT OR FREEZING WEATHER. Il. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOP501L NATIVE TO THE 51TE 15 PREFERRED IF AVAILABLE. IF TOP501L 15 NEEDED FROM OFF5ITE, THE TOP501L AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL b" TOP501L 6 2" COMPOST, AND TOP DRE55 WITH I" COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOP501L TO A DEPTH OF 3" TO ESTABLISH ALL TURF AREAS, SHRUB BEDS, 3 TREE PLANTINGS. A DEPTH OF I" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVEOETATION, AND FOR THE AMENDED BAGKFILL OF ALL NEW TREES AND SHRUBS. SCARIFY EXI5TIN6 501L SURFACE PRIOR TO THE ADDITION OF TOPSOIL TO FORM AN ADEQUATE BOND. FOR FINISH 6RADIN6, 501L SURFACE SHOULD BE A LOOSE MOIST SURFAGE. PLANTING SHOULD OCCUR WITHIN 10 DAYS OF SURFACE PREPARATION. 18. PREPARATION OF NATIVE GRASS AREAS WILL INCLUDE THE FOLLOWING: 18.1: L005EN 501L TO A MINIMUM OF 4" DEPTH. REMOVE 5TONE5 OVER 2" IN DIAMETER, STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 18.2: DISTRIBUTE I" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. 18.3. GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. 18.4: ONE APPLICATION OF A DI- AMMONIUM PHOSPHATE FERTILIZER, 18 -46 -0, SHALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 8 L65. PER 1000 S.F. Iq. ALL DISTURBED AREAS TO BE REVEOETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 LB5. PER ACRE: 15% CREEPING RED FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 30% CANADA BLUE&RA55 10% IDAHO FESCUE 15% SLENDER WHEATORA55 20. MULCH ALL SEED SOWN AREAS WITH I" - 2" OF CERTIFIED WEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TAGKIFIED WITH APPROVED OR6ANIG TAGKIFIER AT THE RATE OF 120 LB5. / AGRE, OR HYDROMULGH. 21. ALL SEED SOWN AREAS ARE TO BE L16HT LY RAKED Y4" INTO THE 501L AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT RE&ARDIN6 ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLAGIN6 ALL MATERIAL INGLUDIN6 LABOR, DUE TO THE SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE -YEAR FOLLOW N6 THE PLANTS INSTALLATION. NURSERY STOCK 15 NOT GUARANTEED AGAINST FLOOD, OWNER NEGLECT, VEHICULAR OR LAWN MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR WILDLIFE). 23. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EXI5TIN6 LANDSCAPED AREA, DAMAGE INCURRED 15 TO BE REPAIRED AT THE CONTRACTORS COST. 8 REGESSED HALL LIGHT FX LUMINAIRE LM -20 -L4 -�- II PATH LIGHT SLY RUSTY SLOT 50 I ADDRESS MARKER ROPE LIGHT T.B.D. T.B.D. PLANT I NO NOTES $ SPEC I E I GAT I ONS: I. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LE&END(5). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE 015CREPAW -IE-5 BETWEEN QUANTITIES AND SYMBOLS SHOWN. 3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INGLUDIN6 THE ROOTS BEFORE BEGINNING WORK. 4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES 3 PESTS. 5. ALL CONTAINERIZED PLANTS NEED TO BE TO ED6E OF CONTAINER 6 HOLD ROOT BALL T06ETHER. 6. PRIOR TO PLANTIN6, THE IRRIGATION 5Y5TEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. 1. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING, A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. S. PERENNIAL BEDS SHALL BE BAGKFILLED WITH A 3:1 RATIO OF TOP501L 4 COMPOST TO A DEPTH OF q. ALL TREE5 SHALL HAVE THE ROOT GROWN PLANTED 2" ABOVE THE 5URROUNDIN6 FINISHED GRADE. ALL 5HRUB5 SHALL HAVE THE ROOT GROWN PLANTED I" ABOVE THE SURROUNDING FINISHED GRADE. 10. ALL TREE5 SHALL HAVE ALL TWINE OR OTHER BINDING MATERIAL REMOVED AROUND GROWN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND BINDING MATERIALS PULLED BACK FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BACKFILLIN6. 11. ALL 5HRUB BEDS AND TREE WELLS WILL BE MULCHED WITH TWO (2) INCHES SHREDDED BARK MULCH THROU6HOUT ENTIRE BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER, BUT BE TOP DRESSED WITH I" COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVERGREEN TREES 14'+ IN HEI6HT AND ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5 FOOT STEEL 'T' STAKES AND GUYED WITH 12 GAUGE, GALVANIZED WIRE AND 1 -1/2 INCH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLE55 OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 13. ALL EVERGREEN AND DEGIDUOU5 TREES SHALL BE PROVIDED WITH AN "EARTHEN SAUCER" AT ITS BASE. SAUCERS ARE TO BE CONSTRUCTED HAVING A MINIMUM SHALLOW DEPTH OF FOUR (4) INCHES. 5AUGER5 SHALL BE INSTALLED ON DOWNHILL SIDE ONLY WHEN PLANTINGS OCCUR ON A HILLSIDE. 14. ALL NEWLY PLANTED TREES d SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH B1050L MIX, ALL - PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN WITH BAGKFILL. 15. ALL SOD AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING BEDS WITH ED61N6. ED61N6 SHALL BE Ye' X 4" BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH ED61N6 PINS SPACED EVENLY PER 10' SECTION OF ED61N6. OVERLAP E061N6 BY 14" b SECURE OVERLAPPING SECTIONS WITH 2 PINS. E061NG SHALL NOT PROTRUDE ABOVE SURROUNDING FINISHED GRADE BY MORE THAN Y4 ". 16. ALL PLANTING SHALL BE COMPLETED DURIN6 THE NORMAL 6ROWIN6 SEASON; NO PLANTIN6 SHOULD OCCUR DURING INCLEMENT OR FREEZING WEATHER. Il. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOP501L NATIVE TO THE 51TE 15 PREFERRED IF AVAILABLE. IF TOP501L 15 NEEDED FROM OFF5ITE, THE TOP501L AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL b" TOP501L 6 2" COMPOST, AND TOP DRE55 WITH I" COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOP501L TO A DEPTH OF 3" TO ESTABLISH ALL TURF AREAS, SHRUB BEDS, 3 TREE PLANTINGS. A DEPTH OF I" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVEOETATION, AND FOR THE AMENDED BAGKFILL OF ALL NEW TREES AND SHRUBS. SCARIFY EXI5TIN6 501L SURFACE PRIOR TO THE ADDITION OF TOPSOIL TO FORM AN ADEQUATE BOND. FOR FINISH 6RADIN6, 501L SURFACE SHOULD BE A LOOSE MOIST SURFAGE. PLANTING SHOULD OCCUR WITHIN 10 DAYS OF SURFACE PREPARATION. 18. PREPARATION OF NATIVE GRASS AREAS WILL INCLUDE THE FOLLOWING: 18.1: L005EN 501L TO A MINIMUM OF 4" DEPTH. REMOVE 5TONE5 OVER 2" IN DIAMETER, STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 18.2: DISTRIBUTE I" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. 18.3. GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. 18.4: ONE APPLICATION OF A DI- AMMONIUM PHOSPHATE FERTILIZER, 18 -46 -0, SHALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 8 L65. PER 1000 S.F. Iq. ALL DISTURBED AREAS TO BE REVEOETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 LB5. PER ACRE: 15% CREEPING RED FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 30% CANADA BLUE&RA55 10% IDAHO FESCUE 15% SLENDER WHEATORA55 20. MULCH ALL SEED SOWN AREAS WITH I" - 2" OF CERTIFIED WEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TAGKIFIED WITH APPROVED OR6ANIG TAGKIFIER AT THE RATE OF 120 LB5. / AGRE, OR HYDROMULGH. 21. ALL SEED SOWN AREAS ARE TO BE L16HT LY RAKED Y4" INTO THE 501L AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT RE&ARDIN6 ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLAGIN6 ALL MATERIAL INGLUDIN6 LABOR, DUE TO THE SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE -YEAR FOLLOW N6 THE PLANTS INSTALLATION. NURSERY STOCK 15 NOT GUARANTEED AGAINST FLOOD, OWNER NEGLECT, VEHICULAR OR LAWN MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR WILDLIFE). 23. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EXI5TIN6 LANDSCAPED AREA, DAMAGE INCURRED 15 TO BE REPAIRED AT THE CONTRACTORS COST. (1) SHRUB TO BE REMOVED I- 00 0 0� SPRUGE, PINE, OR TREE TO BE PRESERVED. NUMBER DENOTES TRUNK DIAMETER (IN FEET). Co O� w .� 00 N W Cr { EXISTING A5PEN TREE TO BE PRESERVED. \ 01 0� FEET). o- \CO r� M rp EXISTING SHRUB TO BE PRESERVED. j + NUMBER DENOTES DRIPLINE DIAMETER (IN 1 FEET). U Cf) 0 r 1 EXISTING TREE OR SHRUB TO BE REMOVED. 20 � �y PROPOSED CONTOUR W - EXISTING GONTOUR LIMITS OF DISTURBANGE N X O m u O (1) SHRUB TO BE REMOVED \ 0�) \ 10 I- 00 0 0� SPRUGE, PINE, OR TREE TO BE PRESERVED. NUMBER DENOTES TRUNK DIAMETER (IN FEET). Co O� w .� 00 N W Cr { EXISTING A5PEN TREE TO BE PRESERVED. • 0� FEET). o- r� M rp EXISTING SHRUB TO BE PRESERVED. j + NUMBER DENOTES DRIPLINE DIAMETER (IN 1 FEET). U Cf) 0 r 1 EXISTING TREE OR SHRUB TO BE REMOVED. 20 � �y PROPOSED CONTOUR W - EXISTING GONTOUR LIMITS OF DISTURBANGE N X O m u O \ 0�) \ 10 co4, i k'--/ I— I I YL.J 1V LL C6�1\ —(1) ASPEN TO BE REMOVED (1) ASPEN TO BE REMOVED Design Review Staff Approval By Warren Campbell at 11:01 am, Jun 14, 2013 TOWN OF VAILC \ \ \ S RAPH I G LEO END DESCRIPTION I- 00 0 EXISTING FIR SPRUGE, PINE, OR TREE TO BE PRESERVED. NUMBER DENOTES TRUNK DIAMETER (IN FEET). Co O� w .� 00 N W Cr { EXISTING A5PEN TREE TO BE PRESERVED. • 0� FEET). o- r� M rp EXISTING SHRUB TO BE PRESERVED. j + NUMBER DENOTES DRIPLINE DIAMETER (IN 1 FEET). U Cf) 0 r 1 co4, i k'--/ I— I I YL.J 1V LL C6�1\ —(1) ASPEN TO BE REMOVED (1) ASPEN TO BE REMOVED Design Review Staff Approval By Warren Campbell at 11:01 am, Jun 14, 2013 TOWN OF VAILC \ \ \ S RAPH I G LEO END DESCRIPTION / \ I \, I1 / / / / / / / CO i i i i i i i ay i r �m 8 4 O 8 16 24 SCALE: I/8" = I' —O" I- 00 0 EXISTING FIR SPRUGE, PINE, OR TREE TO BE PRESERVED. NUMBER DENOTES TRUNK DIAMETER (IN FEET). Co O� w .� 00 N W Cr { EXISTING A5PEN TREE TO BE PRESERVED. • NUMBER DENOTES TRUNK DIAMETER (IN FEET). o- r� M rp EXISTING SHRUB TO BE PRESERVED. j + NUMBER DENOTES DRIPLINE DIAMETER (IN 1 FEET). U Cf) 0 r 1 EXISTING TREE OR SHRUB TO BE REMOVED. 20 � �y PROPOSED CONTOUR W - EXISTING GONTOUR LIMITS OF DISTURBANGE / \ I \, I1 / / / / / / / CO i i i i i i i ay i r �m 8 4 O 8 16 24 SCALE: I/8" = I' —O" I- 00 0 00 N M Co O� w .� 00 N W Cr M It � U o o� w I— o- U M rp a 00 w d a 0 b L U Cf) 0 O O U z a J � �y W - d- M N X O m u O d cV L V ° O J U M _ Cd �.% ' • - _O L � L L U LL 0) 4-J O c" Ln N TOV: 10 December 2012 Revised: 3 January 2013 VE Revisions: 6 March 2013 Title: PLANTING PLAN )44 Scale: 1/811 = 1' -0" Sheet: L2 © Ceres Plus, LLC. 2012 I / Io CO Q \ \ BOOTH CREEK DRIVE M o� 00 w 10' SETBACK FROM EDGE OF STREET w I FOR RETAINING WALLS AND OTHER 4' UNHEATED CONCRETE PAN PERMANENT OBSTRUCTIONS IE I (CENTER OF PAN 3" LOWER THAN BOULDERS SIDES) I 5' SETBACK FROM STREET FOR HATCHED REGION SHOWS DRIVEWAY SNOW MELT — SHRUBS, PERENNIALS /ANNUALS, 8302'-0" 8302'- 7" 8303'- 0" HEAT SYSTEM IN STREET RIGHT OF WAY IS ON A — o ETC. SEPARATE ZONE AND LABELED AT THE CONTROL BOX ro 8301'- 4" / L= 25'22'52" _ _ 8302' -0" 302' -7" - -- W BE REMOVED R23�.G�' � (1)BUSHTO L =98.01 ' SNOW STORAGE �= - _ AREA IS 85 SF_ B RG =N80' 1 6'45 "E _ — _ / N s3o3 _ N 8303 — — — — — — — _ C LEN= 97.27' _ - - - _ - 7 a 2\ N 8302 a' @ • _ \ r T.O.W. 8303' - 0 - -- 8302' - 6" ' A 10 / — — GENERAL NOTES: I \ - 5 �' ��' V LOT SIZE IS .3679 ACRES, EQUAL TO 16,024 SF i ( / -E 8304 (1) PINE TO _ \ / BE REMOVED LINE OF EXISTING 8 303 301' 6" 0. 7' �o _- ExISTING ELEC. � Ns3 - - , � WALL TO BE �� 1.) SEE L -1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES METER LOCATION 03 _ - i G G A / LINE \ \ \ EMOVED- — \ _ \ 5' DECK HEATED CONC. DRIVEWAY / _ 3 2.) EXTERIOR LIGHTING- ENCROACHMENT �E 8302 o �! \ _ \ 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 16 LIGHTS ARE ALLOWED. 16 EXTERIOR LIGHTS 18" ABOVE �_ \�- (1) 9X19 EXT\ _ ti' \ - 1 GRADE ARE PROPOSED. SEE ELEVATIONS AND REFLECTED CEILING PLANS FOR TYPE, LOCATION AND - \ %- PARKING SPACE _—� E 830 1 4 a 4 - _ / `� 4' ROOF �- -RIVER ROCK COBBLE TYP. I NUMBER OF FIXTURES. 0 — 8302' - 6" E 8 / x SNOW STORAGE_ P — — — — — Oj ENCROACHMENT 20' FRONT SETBACK 30p� I AREA IS 195 SF GUTTER DAYLIGHTS. PROVIDE HEAT / s _ _ — — N 8301 3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): LINE _OPT — _ , i TRACE FROM END OF GUTTER DAYLIGHT ALL THE WAY THROUGH 0.4' - N BURIED PIPE AND UP DOWNSPOUT MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE a3' i Cl) ����P � / / (2) REMOVE10 �� Z Eg3oo AND THROUGHOUT UTTERrYP. I DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 6 1/2" INSULATION PANEL OR 2 o �/ Q T.O. STRUCTURE @ 8333' - 1 5/16" 8301' - 6 "_ v I APPROX. 1" OF ROOFING. 0.7'\ 2 \ T.O.W. 8305''3„ / �\ LINE OF EXISTING LIMITS OF DISTURBANCE \ WALL TO BE _ 5% E _ w I 1- ROOF RIDGE HEIGHT @ SHEATHING = 8332'- 0 3/4" REMOVED _ - _ w I EXISTING GRADE BELOW RIDGE = 8299'- 2 3/4" LOW WALL \ 8303' - 8" O 8 _ • / � x GAS METER LOCATION / � ROOF HEIGHT = 32'- 10" \ PAINTED TO MATCH TO PROTECT OQ� / a °ios� I 302 _ v GAS METER °o - _ _ - N8 _ - F EXISTIN EIMOVED ! I '/ NOTE: 6 1/2" FOAM INSULATION PANEL IS ALLOWED TO EXTEND ABOVE THE HEIGHT LIMIT BY 8 ". ADJACENT STONE WALL ' ' \ 51 - _ _ 3p3 OU UCTURE BEING . i 00 � I • m 4.) SNOW STORAGE CALCULATIONS: (1) BUSH TO LL A ' • I� i • N 8301 O BE REMOVED OF I 830 • W I IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE ELECTRIC METER LOCATION ��pe� �O� 1 • ELIMINATED • p DRIVEWAY AREA= 2,270 SF (PAINTED TO MATCH - / \ J J� G 05 g 8303' - 6" I T • v N 8303 'WATER FEATURE I / '''ADJACENT STONE WALL) / \ G �� QPG�' /- �;� � II '? THEREFORE 227 SF S NEEDED FOR SNOW STORAGE \� /DOWNSPOUT i V3��p�� \�G �� 303' - 8" _ _ T.O. STRUCTURE @ 8324' - 6 5/8 "� I (1) ASPEN TOTAL SNOW STORAGE AREA PROVIDED= 280 SF, WHICH EXCEEDS THE REQUIREMENT OF 227 SF. // �QP _ _�° / I TOBE REMOVED O • T.O. STRUCTURE @ 8325' - 11 11/16" \ / \fi \ \ / _ _ - - - it I 1 I 5.) TOTAL NUMBER OF TREES AND BUSHES BEING REMOVED IS 20: \ ` O PINE TO BE/ \ 'REMOVED .7' 0.4' LEGEND —0 DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER X. X' -AL—_ DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER x. x' x' DENOTES BUSH W/ APPROX. DRIPLINE DIAMETER � 3.0' REDUCED SIZE OF LOWER LEVEL PATIO 1 / I& �o / 8303 - 9 I I (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) ' rn I 4 BUSHES I 13 ASPENS -EXISTING AS 8303' 9" DOWNSPOU W • METER LOCATION I<( �� - • I 3 PINES i j/ I o II 6.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES. \ ) 1 8. TRIM EXISTING TREES AT DRIVEWAY ENTRANCES AS REQUIRED TO COMPLY WITH TOWN OF VAIL CODE / (7) ASPENS TO BE REMOVED LOWER LEVEL FINISHED FLOOR @ 8292 '_91/2" I MAIN LEVEL FINISHED FLOOR @ 8303'- 9" I ` 14 -3 -1 TABLE 2 SIGHT DISTANCE TRIANGLE. VERIFY IN FIELD �. STRU RE @ 8324'- 0 7/8 UPPER LEVEL FINISHED FLOOR 8315'- 3" a �O i TRANSFER G R SPOUT �\ T.O. STRUCTURE @ 8332 - 0 3/4 EXISTING GRADE @ 8299'- 2 3/4" \ _FINISHED GRADE @ 8303'- 9 "� T.O. ST CTURE @ 8324' - 9 7/8" \ TOW 8299'-6" • i i 1 r • I T.O.W. @ 8303'- 0" • DOWNSPOUT FOR DECK ■ B.O.W. @ 8300 - 0" LINE OF EXISTING WALL TO BE REMOVED / I • 8303' I U 301'-91. G Im (2) ASPENS TO BE I ■ DOWNSPOUT REMOVED �g0 I I` I N 8300 I I I (1) ASP N TO BE REMOVED A�, • • h�0 y t y��� T �- II � � � � �� UCTURE BEING REMOVED'_ / (1) ASPEN / � FIR��T '� � • � � I �I I _ w \� I �< EXI TING ST R _ 1 TO BE% z = - OUTLINE OF / ^( REMOVED / �t • \ I P I 301'-91. 8 8301'-6" 13E REMOVED - _ I� (2) PINES TO BE _ _ 30' STREAM SETBACK \ CKTO MOVED LINE OF EXISTING DE _ ��- � ` \ _ - 8300'-1 FROM BOOTH CREEK f 8298' -3" _ _ - /8300'-4"8299'-9" (1) ASPEN TO BE REMOVED - - - �� / \ • w \ \ - 8 I\\ D NSPOUT �� Q I �iV A 8300' 9" G : • w 0 N • + NEW SEWER LINE CONNECTS TO - DO POUT FOR DECK / / �°� O EXISTING EAGLE RIVER WATER 302'-6" / q�l 1 'AND SANITATION DISTRICT T 0.4' n 8302'-7" SEWER LINE V OFF OF MANHOLE _ — _ � PG / pF O V A \ O LIMITS OF DISTURBANCE / �5 ���P + „� LL SEWER MANHOLE / P J + } • -.INV ELEV @ 8288 6' \ \ \ DRAIN WATER VALVE Z WATER CURBSTOP EM ELECTRIC METER ELECTRIC JUNCTION BOX © TELEPHONE PEDESTAL FA CABLE TV PEDESTAL \ GAS METER � SANITARY SEWER MANHOLE ULI LIGHT /LICI -IT POI E RIVER ROCK COBBLE TYP. AT SPRINKLER VALVE —0 DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER X. X' -AL—_ DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER x. x' x' DENOTES BUSH W/ APPROX. DRIPLINE DIAMETER � 3.0' REDUCED SIZE OF LOWER LEVEL PATIO 1 / I& �o / 8303 - 9 I I (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) ' rn I 4 BUSHES I 13 ASPENS -EXISTING AS 8303' 9" DOWNSPOU W • METER LOCATION I<( �� - • I 3 PINES i j/ I o II 6.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES. \ ) 1 8. TRIM EXISTING TREES AT DRIVEWAY ENTRANCES AS REQUIRED TO COMPLY WITH TOWN OF VAIL CODE / (7) ASPENS TO BE REMOVED LOWER LEVEL FINISHED FLOOR @ 8292 '_91/2" I MAIN LEVEL FINISHED FLOOR @ 8303'- 9" I ` 14 -3 -1 TABLE 2 SIGHT DISTANCE TRIANGLE. VERIFY IN FIELD �. STRU RE @ 8324'- 0 7/8 UPPER LEVEL FINISHED FLOOR 8315'- 3" a �O i TRANSFER G R SPOUT �\ T.O. STRUCTURE @ 8332 - 0 3/4 EXISTING GRADE @ 8299'- 2 3/4" \ _FINISHED GRADE @ 8303'- 9 "� T.O. ST CTURE @ 8324' - 9 7/8" \ TOW 8299'-6" • i i 1 r • I T.O.W. @ 8303'- 0" • DOWNSPOUT FOR DECK ■ B.O.W. @ 8300 - 0" LINE OF EXISTING WALL TO BE REMOVED / I • 8303' I U 301'-91. G Im (2) ASPENS TO BE I ■ DOWNSPOUT REMOVED �g0 I I` I N 8300 I I I (1) ASP N TO BE REMOVED A�, • • h�0 y t y��� T �- II � � � � �� UCTURE BEING REMOVED'_ / (1) ASPEN / � FIR��T '� � • � � I �I I _ w \� I �< EXI TING ST R _ 1 TO BE% z = - OUTLINE OF / ^( REMOVED / �t • \ I P I 301'-91. 8 8301'-6" 13E REMOVED - _ I� (2) PINES TO BE _ _ 30' STREAM SETBACK \ CKTO MOVED LINE OF EXISTING DE _ ��- � ` \ _ - 8300'-1 FROM BOOTH CREEK f 8298' -3" _ _ - /8300'-4"8299'-9" (1) ASPEN TO BE REMOVED - - - �� / \ • w \ \ - 8 I\\ D NSPOUT �� Q I �iV A 8300' 9" G : • w 0 N • + NEW SEWER LINE CONNECTS TO - DO POUT FOR DECK / / �°� O EXISTING EAGLE RIVER WATER 302'-6" / q�l 1 'AND SANITATION DISTRICT T 0.4' n 8302'-7" SEWER LINE V OFF OF MANHOLE _ — _ � PG / pF O V A \ O LIMITS OF DISTURBANCE / �5 ���P + „� LL SEWER MANHOLE / P J + } • -.INV ELEV @ 8288 6' \ \ \ ELIMINATED RIVER ROCK COBBLE TYP. AT \ WATER FEATURE \ \ \ \\ GUTTER DAYLIGHTS. PROVIDE HEAT TRACE FROM END OF GUTTER y I DAYLIGHT ALL THE WAY THROUGH \ 1 /• 1 BURIED PIPE AND UP DOWNSPOUT NEW LINE TO TV CONNECTION BOX AND THROUGHOUT GUTTER TYP. 1 // 1 $296 • y j � GpF:,�c US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(a-)berglundarch itects.com www. . berglundarchitects.com Z LU J V" 8302' -7" C LL O • 93 \ Z � ULI / / RIVER ROCK COBBLE TYP. AT W 82 • Z \ \ \\ \ T.O.W. 0" GUTTER DAYLIGHTS. PROVIDE HEAT \ J / LU >M ?.8301'- �- ` TRACE FROM END OF GUTTER I Y �O B.O.W. @ 8298' - 6" DAYLIGHT ALL THE WAY THROUGH BURIED PIPE AND UP DOWNSPOUT / \ \ \ \ �� w \ AND THROUGHOUT GUTTER TYP. • • \ \ U ADDED TRELLIS N �� = �'`4 LU ~ °o J LL o N BOULDERS AND WATER FEATURE ARE MINIMUM 2' SET • \ BACK FROM PROPERTY LINE \ REVISED GRADING TO ELIMINATE BOULDERS 0 7' \ �\ ELIMINATED RIVER ROCK COBBLE TYP. AT \ WATER FEATURE \ \ \ \\ GUTTER DAYLIGHTS. PROVIDE HEAT TRACE FROM END OF GUTTER y I DAYLIGHT ALL THE WAY THROUGH \ 1 /• 1 BURIED PIPE AND UP DOWNSPOUT NEW LINE TO TV CONNECTION BOX AND THROUGHOUT GUTTER TYP. 1 // 1 $296 • y j � GpF:,�c US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(a-)berglundarch itects.com www. . berglundarchitects.com REVISION Revision No. Revision Date Description -�� • -- — — Design Review Staff Approval TOWN OF IL 11 By Warren Campbell at 11:00 am, Jun 14, 2013 PROGRESS SET /• Issue Date 04/15/13 Drawn by AG Checked by HB Scale As indicated SITEPLAN SITE PLAN 1 If = 10' -0" A2.0 N N M N M O N co N Z LU J V" W Z � ULI � Q N �O LU >M Y �O W LU 00 w U T LU = LU ~ °o J LL o N REVISION Revision No. Revision Date Description -�� • -- — — Design Review Staff Approval TOWN OF IL 11 By Warren Campbell at 11:00 am, Jun 14, 2013 PROGRESS SET /• Issue Date 04/15/13 Drawn by AG Checked by HB Scale As indicated SITEPLAN SITE PLAN 1 If = 10' -0" A2.0 N N M N M O N co N , / 0 /03 4 --kl 4-.4, A4.2 \ \ 2\ \ \ 0) 08 9\ 06 ___?d J, '07 08,�� 9\ 4--\ 100 Design Review 3 / 4 / ' 5 2 j ' \\ 1 A5.2 A5.3 A5.3 \ A5.3 \ \ \ \ \ e of A5.2 A5.2 A5.2 A5.4 / / \ A5.3 \ Staff Approval — _ '� \ IVAI \ \ \ \ \ \ \ By Warren Campbell at 11:00 am, Jun 14, 2013 8' - 0 "� / 2s' - a' — — — / , / mss' o° 2' - 6" 12' - 6" \ 16' - 6" T- o° 5'- 3" 15' - 9" \ TOWN OF VAIL � / i ' .01 001 1000, 000r \ 4 d v A \ / / I� 5„ 10'- 4„ 5, co i \ \ X51/2" 1' " 5 61/2°9 FF A5.2 MECHANICALN o \ PROVIDE FLOOR / / \ \ \ \ A / OR DRAIN BUILT IN BUILT IN \ PER MECH. PLANS O 0 - � •a / / \ / 5" r� 8'-4" o . 5 1/2" 91 „ 51-51, 6'- 2 1/2" \ \ 5„ / 4. /M 4.1 1 _ - / / / / �. -lo 14 ELEVATOR E IPMENT / 1 / I 2 A4.1 co ' I // to CE LO 017 - -II - -- v t- GAME ROOM 017 I - 1 " % r - 2' - 10" R.O. 2' - 7 5/8" 21' - 0 3/8„ 5 \4' ` 1/8" 11 1/2 "i %�' U 4 1/2" �` \ a 1 1/2 "V/1 �� � �� p / 2 WOOD CARPET A5.1 .= I = _ 0 ° v / - I 8293' -312" / POWDER OOM STEAM SHOWER UP v 015 013 10' -81/8' 4'- 511/16" I 10'- 711/16" 6' -2" R.O. 5' SEWER OUTLET @ 8291' - 4" @WALL / 60, v / ` v d , / o C14 4 J a 1 '- - / - _ - - - - / - - d °' N - �_ - - 3 - 6 -3 1 /2" \ 5' - 811/4' _ 3 1 /2" 6' - 11 11 /16 - 3 1 /2 "�4' - 11 9/16" % LAUNDRY / \ / SUMP PUMP LOCATION 0 --:SLOP 006 0 007 J_ A5.1 CLOSET o8 0 0 0 / 7 030/15 6" ACCESS THROUG H 1 3/8" LAUNDRY CHUTE 3 1/2' CABINET 04 w a Q y, 4 2„ a ° : 5" 8' - 0" 3 1 /2" ' - 3 1 /8" 0 8 1 /2" 9 1 /4" 5 1 /2" \ 9' - 0 3/ 16" 1 5 1 /2" / I / co M BUNK BEDS A5.4 io 5 1/2" ELEVATOR CN 009 �O 5 '2'- 3 1/2" R.O. w 0 2' - 5 1/8" 2 2' - 8" 5 5' - 4 1/2" 4 4' - 6 7/16" "� 4 4' - 11 9/16" 5 5" ` ' / , / I I / / -\ 0 007 - - - - - - - -� / / R.O. CLOS c co N E ERCISE R ROOM ; ; N N ° ° 2 / 005 / / M / F F FINISHED FLOOR @ 8293'- 3 1/2„ M MIRROR 012 ° ® M F 3 1/2" 3'- 1 1/4" 3 1/2" 2 23'- 2 3/8" / / _ 3 1/2" 0 °� LADDERS TOBB BEDS #4 0 o N M / N - / I ABOVE 0 6 ,a / J a o O / WEIGHT TATION AREA / GARAGE ABOVE SLAB ON GRADE \ ° \ 00 N 003 � / PROVIDE FLOOR DRAINS A H O M C PET TIL / I / / co PER ME H. PLANS ° LINE OF QUEEN iv N 004 N 2 5/8" BED ABOVE 0 4 N - 2" _ j d / STONE SPA AN D PATIO ABOVE FOR REFE RE NCE 5" 2 L - - - - -- - -5'- 81/2" � T.O. LANDING @8295' - w / �v Ni CO"' o / 2„ , BO LER FLUE LOCATIONS / \ \ DESK CO o � w 4 1/2'\ oos oos o05 005 I �n 4 / \ r - 3 1316' 77 It — 01 1 L01 L, IA - — 001 001 N 2 2 0 0 31/2" R. / R.O.- T.O. STONE 82 5' - 9" � -� -__- � V,T.O.STONE� 8296' - 9��� A ���� 4 1/2" - -- ° Q @ °� 004 T.O. STO 8295'- /SUMP PUMP FOR \ c NE @ 0 1/2" FD / 8299' -0" / \ i LOWER PATIO / / / \FLOOR DRAIN TO LOWER PATIO SUMP ° a LA d DP S CAPE DRAIN - / �-- , PLANTER ` TO LOWER PATIO -8297' -0" ; 8 300° o LANDSCAPE DRAIN TO LOWER PATI \ / \ °0 I \ 8297'-6" SUMP' \ \ / 8297'-0" / L / 152.7 20 ° ° / _ 15 152720 0° 99'-6'- / ` 0 2.720° 152,72 �{ 9 15 .731° _ \ _ -'� 8298' 3" Y _ / \ N 8300, -0" / - _ -� � 8299'-0' 159.731 / L---- - - - - -- — r - -- ------- - - - - -- ` — - - - -- ' - -3'- ' ' - -- — — -- - - -5' - 3 15/16 " - P-31 16"- 6' - 5 13/16" 10 4" —12' - 10 "- $298 -3 T '13' - 6 1/8 - __ -- / \ \ j LINE OF CONC. ALL BELOW L- - - - - - - - - - - - - - - - - - - - - - All REDUCED SIZE -- - — — — A4.2 /' OF LOWER ` - - ' J LEVEL PATIO ` 0' 8' 16' -- i O A ,1 LOWER LEVEL PLAN O ° � 1/411 = 1' -0" E 3 � A6. / / LANDSCAPE DRAIN / TO LOWER PATIO / SUMP / L_)UU 00 / OO , US Mail Onlv: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(a0erglundarchitects.com www. . berglundarchitects.com LU U Z LLI D N Uj LLI (9 LLI LLI J LL z J LL W CD a J J N JO Q J i M n pV �0 W J W V F_ O O 00 ,O L 0) N REVISION Revision No. Revision Date Description PROGRESS SET Issue Date 04/15/13 Drawn by AG Checked by HB Scale 1/4" = 1' -0" LEVEL FLOOR A�3 . I N co 0 N co N Iftb N 8300 E 8299 \ \ \ \ / 3 / O 4 5 2 1 \ \ A5.2 A5.3 A5.3 , \ A5.3 \ \ Design Review A5.2 \ / o ^ _ A5.2 A5.2 � / A5.4 / A5.3 2 0� ® \ \\ Staff Approval , \ B Warren Campbell at 11:00 am Jun 14 2013 1 / 2 / / / / / 3 / 4� 5 / 6 \ \ 7 8 9 2� - 1 \ � \ 0) TOWN OF VAIL Y P � � / N83o1 FLOOR PLAN GENERAL NOTES. �\ / i - \ 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE 8' -0" C 28' -0" / / / r8' -0" 2' -6" ; 12' -6" �1 '16' -6 3' -0" 5' -3" 15' -9" TO DAYLIGHT. PROVIDE HEAT TAPE TYPICAL. SEE 8302' -7" / ,8301' -6" , SITE PLAN FOR DOWN SPOUT ROUTING. dop N 8302 \ \ 18302'- 7" / ' / $, / \ / / / / / / / // I / • N 8303 / 1' 0 1/16" 2 3/4" / \ / 1 T.O.W. @ 83, ' - 0' � —_— < .00, • - 8301'- 6" / 8303, 6.. Q ,,Q \ 4' CONC. PAN 7, I I ' I 03 6" \ \ 50 II II Q / / -1 8303'-6" IN4CEIOL NG ABOVE .0e , N 8302 \ ELIMINATED / \ \ \ `` •'�\ WAI ER FEAI URt \ 8302 0 / / ' / , I o - ° � M I v v V \ \ ' 8302' -0" / I \ Sim M \ \ \ \ \\ \. / M 3 \ / t , d 6 =0 v , iv \ -h INISHEDIrLOOR 8303' -9" 3 3 1 /4 8 3 3/8 R.O. 6 1/2" I \ \ \ / 0 SLIDING DOOR — B I \\ \ \ \ \ .01 5 1/2" 2' - 6 5/8" A6.3 BOULDER HEARTH FIREROCK FIRE \ \ \ � O PLACE SYSTEM 48" \ \ \ \ \ WITH GAS LOG SET AND ADDITIONAL \ 113 v 120 \ \ FIREBOX SIDE &STRAIGHT BACK TO \ o 3 1/2" N 21 GIVE DIMESIONS SHOWN 1 \ \ HEATED CONC. DRIVEWAY / /� / - 3 3 A6.3 A6.3 DOWN SPOUT FROM DECK ABOVE 2 �r�i 715/16" �� _ _ \ iv 1 v \ A5.2 / I / , a 9 9/16" REF. 20 19 / w A6.3 ° I I - ch 119 �• 118 IQ / 8303'-6" \ \ 8301'-9" \ N UUU ddd \ `� LO ' /1 �L — — — — — n 00 1' - 1 1/2.. -2' 2.. R.O. 3' - 9 15/16 " - -� L, itt- 8302' 6" 11 v 11 7/8" Q t - -- 1'- 37/16" co I I 5 1/2" 11 3/8" M ` o ICE INFLO R UP. ` / / \ I, 8301'-6" T 9 5/s "- m o LIGHTING / \ 8300 M WIN COOLER I� DOOR TO BE TOUCH N N LATCH CONCEALED DOOR W/ CONCEALED \ 5 1/2" _Q_ - Q_ HINGES BOULDER HEARTH 8300' -11" MECH. ASE "' - e0 102 T _ O 3 7 1/2" 3 1/2" (2) MONO POINTS ® 7 / IRE PI / M 4,1 1 - ' / , / / ' COLUMN ABOVE \ TONE @ 830 ' - 3 1/2" 5 1/2" / / I _ - i / / MOUNTED TO STEEL I ` T.O. S 3 1/2" 9 7/16" I _ F _ - 4 1/2" 1 FINISHED FLOOR @ 8 03' - 9" I (2) MONO POINTS . WOOD PANELING / - I IN CEILING Cl) LIVING ROOM ABOVE E NT Y ��_ I A� - 830 ' 6 � N I B / ' ���' ,�i I N 8300 � 1 112 111 FINISHED FLOOR @ 303'- 9" X8301' -9.. Ci p / (2) SURFACE MOUNTED / 8302' - 6" I o ' 118 SCONCES MOUNTED IN / O BEAM ABOVE / N 8302 ° /' I 103 O N - / / N 8303 \ / / \ \ Q 7 � PLANTER I I I BENCH v / 8303' -6" C - / m - -_ / N' m LINE OF WALKWAY ABOVE ' 2 - / — DN TER w PLAN I ' HEATED FLAGSTONE SET - 3 \- co O v 5'5/8' ^v `� / �• t OVER CONC. SLAB ,r y DRIVEWAY J; 2O ` DINING / o Lh - - '? 109 (1) MONO POINT _ A6.3 / 107 �\ / I / EILING p IN C 11 �\� i 8302' 6.. _ <v ABOVE / PLANTER / - \ STAIR � v DOWN SPOUT O �� - FROM ROOF ��= J 110 \ I 31- 6" _ 18' - 0" R.O. C = 2' 9 1/8.. 9' 0.. R.O. 2' 8 7/8" ABOVE M ) / 2 _ 3 S I M i� ` v DOWN SPOUT FROM @° it 5 -= I A6.3 A6.2 116 T.O. STONE 8303' - 8" DOWN SPOUT FROM DECK ABOVE I \ I / 3 3 \ 4 17� 6-41/16 IQ I A6.1 w'` - T.O. STONE @ 8303' - 8" 1 T.O STONE @ 8303' - 8" — - — / - ` ABOVE / 3 3/8 / i, v �O - A A6.1 1' - 2 1/4 "�� �� 107 III v 5' 6 3/s" 14' 8 3/4" R.O. _ _�J�')) _ II 51/2" ROOF \ I LINE OF WALKWAY ABOVE o. _ _ _ Q Q y B.O.W. 8398' � 3' - 2 3/4 R.O. 3' - 7" - - ch 1 � _ 10� Q — �- �,�� �!1/A — = II N i E rn l - 108 N III 5 o - � v2" � fy / I — - II - Q W \ — — � 13 = o r v � LIDING DOORS / � � z / \ T.O. STONE @ 8302' - 8" / 3 1/2' 7'- 9 1/4" 3 1/2" 5'- 4 3/8" / M / v 1 INFLOOR UP LIG HTINGv \ / ' LO - - _ _- /- / � 109 ch O / O — — — — — — — _ FOR SFACOVER — — 3 1a N , o = - - - - -- ` / / /M 10 N INFLOOR UP LIGHTIN Cq Q WOOD PANELING WINE ICE J L - DWG LJ G \ 5% SLOPE 4 1/2" T.O. STON l I \ / I \ , in "' `\ / 8302' 7" I 8302' 7 "I \ \ / CUBBIES 10 5 1/2" LAUNDRY CHUTE E 8303' - 8" 1r - _ 2' - 6 3/4" 4' - 0" 2' - 6 3/4 2' - 10" R.O. 2' - 4 1 - 9 1/4' 2' - 4 1/8" ACCESS THROUGH CABINET / 5 1/2" , i T.O.W. 8301' -0" ' ® 3 /2 EL VATOR - 3 1/2" 10' 1 3/4" 3 1/2" ' C° IN)CEILING OINTS I / co DBL HANGING— R 1i6 m / ABOVE / _ - /� ,I I I / I N N 105 N // uv I to -- - - - - -- of z 1 / � I G�►RAG I ' \ �° 1 REF. N r z , FAMILY ROO s 3 sIM F C° m RAIN @ 8303' - 7 1/2" / _ 108 ' A6.2 / T.O. DRAIN @ 8303' - 7 1/2" /" A6.2 MU OM N T.O- D I ,� 101 5/16" / 12" I 1/4" / 12" 1/4" / 12., = 1 o N N I I ' 0 / STONE SPA / 1 /4 / 12 5/16 / 12 II II I II i 1 /4 / 12 / I I \ z 102 LJ �W_ J _ _ _ LJ O� % \ ` \ J BENCH W/ CUBBIES ABOVE m Q r N K EN \ I / T.O. DRAIN @ 8303' - 7 1/2" / \ O O TRASH RECYC ING v / / > I / OI_ \ u�l MEILE C FFEE SYSTEM 106 / INFLOOR UP LIGHTING DBL HANGING CUBBIES 1 3 L 107 b AB VE COUNTER BUILT IN MICROWAVE \ in N APPLIANC� 0 o TR GARAGE / / 18" DEEP BUILT -IN BELOW / BROOM AND _� � CABINETS / MEGH. CHASE ' / � I iv I CUBBIES \ \ 2' - 5 1/8" - in \ I / / ` VACUUM ~ 107 / 5 1/2" w / I ( N STORAGE N 3 1/2" 3 1/2" / BOILER FLUE LOCATIONS / z BELOW WATER BENCH , H' L / — — J . \ - a, - - - , 3' 2 3/16" R.O. Q N .O. W. °@ 8305' - o I Q DOG SHOWER ` �, , o 114 - r___ I N I N I I / , , -, = ) co io 113 113 /SU P PUMP FOR ' 'DOWN SPOUT /I r; A6.1 ° N \ I I / = / / 8 $ , LOWER PATIO �� / v v v f FROM ROOF �n 5 1 /2' � � 10' - 0 11 /16" 2' - 0 3/4" � 15' - 0 1 /2" � � A / / 2' - 0 3/4" \ / 5' - 10 5/16" 5 1/2 � � LOWER PATIO E Ln LA DSCAPE D IN �'� / v ABOV \ �� Q \ / / TO LOWER PA 10 Iz — — — / — — — (3) MONO POINTS- — 7 / � \ `\ / / CO BBQo IN CEILING ABOVE / GAS METER LOCATION O / `\ / PLANTER N- / 111 112 \ - \ ,8297' -0" / N 8303 e 4 / ' � OO e OO � � PLANTER / T.O.W. 829 � -5" \ � � / '8300' - / \ DOWN SPOUT / � / � / CAN DOWNSPOUT FROM A6.1 FROM ROOF - _ .� 8298 3 I T. W. @ 8306 9 / I ' / N 8302 PHONE ROOF ABOVE AC CONDENSING UNITS Oo ABOVE , T.O.W. 8300' -0" / _ _ \ ` ' / I = I / CT CAB CATION RE: MECH. 1 I / // / 1 _ - - - T.O.W. 8299' -0" \ j I 1 - 1 6" / 1 0 3/16,. MDP LOCATION � � � � , _ _ - - - - / I I / T.O.W. 8305' - 9" ELECTRIC ME ER - � ° 98' -3 "_ T 8299' 9" ' LIN OF ONC. WALL BELO �O 2'- 77/16" 16'- 213/16" / - I - - - - — - — - — - - — - - —v/ - - - - - - - - — — - - — - - - - - - I _ ` \ - 1 ` \ \ - \ \ \ \ - _1 \// - � _ -1 ` \ \` - C CONDENSING UNI — - N 8299 ELIMINATED � r WATER FEATURE _ REDUCED SIZE - - - - - - - - I - - - - - - N83- - - - - \\ \` - - OF LOWER - - - Ns29s - N8300 — — LEVEL PATIO 4.2 don� ,/ /- -\ -- I / � I aw / �� _ - - -- / N829 � � / 1 \ N 8298 - Q) ISM am an ale an am AIN LIE N '0' 2' 4' 8' 1 A, a 1 1 �7, 1-1 X/ o- \ / �v �,lI k'll C L C C C �L �L 1 I i 1_ US Mail Only: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(a0erglundarchitects.com www . berglundarchitects.com REVISION Revision No. Revision Date Description PROGRESS SET Issue Date 04/15/13 Drawn by AG Checked by HB Scale 1 /4" = 1' -0" MAIN LEVE L FLOOR P LAN A3.2 66 N co 0 N M N (7 Z W J V" W Z 0 W j Q J N .jO J W iM Y �O W WJ 00 W 10 U T W = W ~ °o J LL o N REVISION Revision No. Revision Date Description PROGRESS SET Issue Date 04/15/13 Drawn by AG Checked by HB Scale 1 /4" = 1' -0" MAIN LEVE L FLOOR P LAN A3.2 66 N co 0 N M N / X, O 3 / / 4 / / 5 \ 2 - / / A5.2 / A5.2 / / A5.2 \ A5.4 ' �y ' .01 01 -- / // Y// 001 1000, 1000, CIV , 0000l 000, io , A5.2 / / f' 8 cm 26.4 A5.1 (7 107 Z 8 11 LLJ J V" � I 1 / / / 201 201 26 25 5 W.P. STONE DECK Z 0 1 11/16" 02 14 LLI I 1 5 1/2" T.O. DECKING @ 8314'- 7 1/8" 5'- 6 7/16" 11' - 3 3/8" 5 1/2" 11 7 Q J 2 3/16" R.O. - — /— — — ° 1 4 A6.5 E— o — — 5 04 o .2 4 5 6 \ 7 8 9� -OS' 10 / . 2 2 3 \ 4 ` A5.3 25.2 \ A5.3 A5.3 A5.3 \ \ \ 2' -6" 12' -6" ` \\ \ 16' -6" \ T -0" 5' 3" \ 15' -9" 01 01 / 3 10 000- W.P. STONE DECK T.O. DECKING @ 8314' 6 5/8'; I � zoo A6.5 z3s \ ss 58 1 9/16" 5 1/2" T- 3" T-103/4" V - 5 9/162' - 10 3/16" 5 1/2 _ o \ R.O. I R.O. �11 u REUSE EXISTING TUB O / FIREROCK FIREPLACE SYSTEM 48" I 1 W I / WITH GAS LOG SET AND ADDITIONAL \ \ \ — — — — J FIREBOX SIDE & STRAIGHT BACK TO \ 100 OFFICE ° 2161 N 56 \ GIVE DIMESIONS SHOWN LO US 216 3 � DOWNSPOUT 3'- 11/16" O ` \ 5 1/8" LOCATION FOR DECK 1 1 v M z34 _ z35 GUTTER v 200 - tY — 11 O ` � \ z \ M o \ co BUILT IN o0 232 5 1/2"' 7' - 7 15/16" LO o / \ 5 1/2" co N ® / LO / I / V1T1 1/8" 4'- 7 3/8" 15' - 11 3/8" / SNOW FENCE / O TYP. OPEN TO ENTRY__ 51 / BELOW o / A - - I _F \ 10 / A6.4 A6.5 / N A A It / 230 / o - \ DN \ M / ° OPEN TO / bo 229 O - - - - LID / 50 ILL BELOW / o d / BOILER FLUE LOCATIONS / cn DOWNSPOUT m i 9' - 11 5/8' \ 4'- 7 3/8" 16' - 0" 8' - 6 3/8" 3' - 8 3/16" R.O. ' 3 3/8" O LOCATION FOR DEC i \ 5 1/2" N T- 4 3/8" T- 8 3/16" R.O. 5 1/2" GUTTER 5 1/ " M 10' - 8 1/16" 11 ° INF OOR UPLIGHT — — — — ` 2' - 11 8'�= — o N ' - - - to — _ — � 7 8 7/ 7/ 1/4" 11" 3 1/2" 4' 8" 2a c O OUR TO BE TOUCH LATCH / Q — — — — — r — — / \ \�_ CARPET WOOD CONCEALED DOOR W/ / m = WOOD ARPET `� `�. 222\ / N V I_ CONCEALED HINGES / iv w N ` ° 48 \ 0 M 48 _ %_ _ _ _ _ i� _ _ 9' - 0 1/2" PANELING WIDTH _ _ _ _ / _ _ �79 _ g 5 /8"1 3 LrtWE�+I -OBEY �c� Zo LAUNDRY CHUTE DOOR TO BE V / io `� �- 3 " T - 2 3/4" R.O. 3 1/8" 1' - 0 11/16" 5 1/2" 5 1/2" �1 3 TOUCH LATCH CONCEALED 2 / ` A5.1 \ v 5 1/2" _ \ T N AND COUNTRY / \ / C0 1/2" WOOD PANELING iv WOOD PANELING ° / 5 13/16" % TC42 SERIES C GAS 3 1/2" a 2117 v DOOR W/ CONCEALED HINGES � �� 5 1/2" 5 1/2" , N \ / 5 6 1/8" 12' - 8 9/16' 1' - 11 1/8" 2'- 6" R.O. 2' - 2" 03' - 0" R.O. 6' / 10' - 2 7/16" a3' - 0" R.O. 12' - 0 5/8" 4' - 9 1/4" 1' - 6" R. 16' - 9 1/4" 8' - 3" \ 15' - 3 1/2" LOG SET FIREPLACE O A6.5 d 214 2 7 / N GUEST MASTER 33/16" o a _ 210 / M W N 4' - 11 " 3 1 /2" -2' - 9" � � w 207 -� BEDROOM 1 N � N � � \ I M 213 o N M / o LOSET #3 LID \ I VEST MASTE - / U_ � �' CLOSET M 0 211 209 III O ' cO TOWN AND COUNTRY N 211 5' - 7 5/16" 3 1/2 1/2" 2' - 8" 41/2 EO ' / \ TC30 SERIES C GAS / CV LOG SET FIREPLACE / \ 15 1/2" 3 1/2" PRICE WITHOUT 8'-3" 4' _ 0"• `` ,n FIREPLACE AS \ I DEDUCTIVE OPTIO SL PE` A M O CV \ BEDROOM #3 Nos 208 TILE �ARPE / I r REF. 210 n 9 8.. zp \ M z . 4'- 10 5/16" 3'- 0" R.O. = 4'- 10 5/16" 3 1 /2" 12'- 3" c' 51 /2" - 8 M _ 1 /2" 5' - 4 15/16" ` •3 1 /2" _ 6' - 0 3/4" R.O. rn o ENCFN o 0 0 I--I L /_ — — — — — - c\ CV N i CV O / 5A N 2 5B SLOPE BENCH << 243 v Cl) O N N SLOPE N \ 217 218 cn N 5 1/2 2�4 214 / o 40 40 15 `1­15'- 7 9/16" ° 0 3/4" 1' - 9 1 8" 8' 11 3/4" R.O. 1' - 6 1/8' T5 1/2' 5' - 11 3/4 Q 121A3' - 4 11 ' z15 / 1/2" $y N 3 1 /2" O III 40 40 , 42 \ 216 �n ao / N o ® M o BENCH N' \ 2 A4.1 I I� �I I I K / / LO / J 51/2" E7 O DOUBLE HANGING_ SINGLE ELEVATOR /\\ HANGI G SLOPE 0 / - / 218 m 203 / REF. 7 MA ER 0) 1 HIGH SHELVES @ T 3 1/2" 47 N 205 51/2" 1/2 /1 51/2' iq BOOK BE OOM a C) ° ❑ v 2' 2" 2' - 8 1/16" 1' - 11 9/15 1/2' 3' 5 1/2" 2' - 4" R.O. 1' - 9 1/2" SHELVES / T.O. DECKING @ 8314' - 7 1/4" DRAWERS & SHELVES R.O. 0 COUNTER / 201 1 ° 218 C PET TIL iv v o o / 41/2" 51/2" EDROOM #2 N ° MASTER CLO ETo - MAKEUP COUNTER 204 C? 5'- 2 9/16" 1 5' - 0" 5'- 2 9/16" TILE AR T O co 0 206 L S T #2 +48" DRA S 5 1/2" b O 204A O 206 DRAWERS &SHELVES W.P. STONE DECK O 1 20 / „ ,/ N\ 9 5/8 SHELVING ABOVE / 9 4` - 10 7/8" 2' - 6 3/4" 3 1/2" r ' - 11 1 /4" 5 1 /2" 1 9' 10" co 5 1 /2' 5' - 1 11 /16" 6' - 0 3/4" R.O. 5' - 1 11 /16" 5 1 /2" N ' - 0 3/4" R.O. T - 8" T - 0 3/4" R.O. �" CV r — R.O. � I I HIGH SHELVES @ T C0 of M — DO BLE HANGING HANGI G o / (F / O LO iV 212 213 O O GUEST MASTER 15 BATHRO \ B THROOM 215 212 0. — I - — - — - - - — - - — - 4.2 I\ _ - - - -- / OR PLAN 1�� _ if 0' 2' _4' 8' 16' O O / OO A6.5 I �I I �I I I I / I / I/ I � I / I / � / / ADDED TRELLIS �J /I I C� u 0C M C CC I� IL L U US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(a0erglundarchitects.com www. . berglundarchitects.com (7 Z _j LLJ J V" W Z 0 LLI j Q J N ♦^ V/ � O Uj iM J Y / / ADDED TRELLIS �J /I I C� u 0C M C CC I� IL L U US Mail Only: P.O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(a0erglundarchitects.com www. . berglundarchitects.com REVISION Revision No. Revision Date Description I��\I Design iew Staff A val TO WN'0F NL _ By Warr Campbell at 11:00 am, Jun 14, 2013 I IVM' PROGRESS SET Issue Date 04/15/13 Drawn by AG Checked by HB Scale 1/4" = 1' -0" UPPER LEVEL PLAN A3.3 o_ CD 00 N co CD N co N (7 Z LLJ J V" W Z 0 LLI j Q J N ♦^ V/ � O Uj iM J Y �O W WJ 00 W 10 U T LU = LU ~ °o J LL o N REVISION Revision No. Revision Date Description I��\I Design iew Staff A val TO WN'0F NL _ By Warr Campbell at 11:00 am, Jun 14, 2013 I IVM' PROGRESS SET Issue Date 04/15/13 Drawn by AG Checked by HB Scale 1/4" = 1' -0" UPPER LEVEL PLAN A3.3 o_ CD 00 N co CD N co N L SOUTH ELEVATION U 1/411 = 1' -0" Ll 0' 2' 4' 8' 16' GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS A- DREAMSCAPES DL- 126 -LED EXT. STEPLIGHT ANTIQUE BRONZE FINISH MOUNTED 18" OR LESS ABOVE FINISHED GRADE- (30) TOTAL FIXTURES B- HEVI LITE INC HL -374 PAR -20 SURFACE MOUNT DOWN LIGHT BRONZE POWDER COAT FINISH (BZ)- (2) TOTAL FIXTURES C- HEVI LITE INC HL- 384 -BZ SURFACE MOUNT MONO POINT BRONZE POWDER COAT FINISH. PERMANENTLY FIXED /INSTALLED AS A DOWNLIGHT- (14) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7) EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR, WOOD INFILL TO MATCH TRIM STAIN COLOR. 8) ALL MECHANICAL VENTS TO BE COPPER U.N.O MATERIALS 1. AEP SPAN STANDING SEAM ROOF- DARK TERRA COTTA COLOR RE: SPEC 2. 4X8 WOOD RAFTERS. RE: STRUCT 3. EXPOSED GLU -LAM ROOF BEAMS- COLOR: PORTER STAINS 709 BLACK WALNUT 4. 2X10 FASCIA- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 5. 2X8 SHADOW BOARD OVER 2X10 FASCIA.- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 6. COPPER PANEL SIDING W/ DARK SEALED PATINA 7. DRY STACKED STONE VENEER- BLEND OF FRED'S BROWN, COLORADO BUFF, TELLURIDE GOLD, AND ADOBE CHOPPED STONE 8. CEDAR SIDING W/ SHIPLAP JOINT BETWEEN BOARDS -COLOR SEMI- TRANSPARENT STAIN CUSTOM COLOR 9. 3X3 WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 10. DIMENSIONAL WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 11. STONE COLUMN W/ STEEL TOP CAP. RE: STRUCT 12. STEEL C- CHANNEL WINDOW HEADER. RE: STRUCT 13. COLORADO BUFF STONE HEADER 14. COLORADO BUFF STONE CAP 15. STEEL BEAM. RE: STRUCT 16. GLU -LAM OUTLOOK BEAM W/ COPPER FLASHING CAP. RE: STRUCT 17. EXPOSED GLU -LAM DECK JOISTS 18. 10X10 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND STEEL BEAM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 19. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. 20. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 21. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 22. STEEL I -BEAM COLUMN 23. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW CLADDING 24. 4" THICK STONE CHIMNEY CAP 25. 3" SQUARE COPPER GUTTER AND 2" DOWNSPOUT @ DECKS. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 26. SNOW FENCE TYP. SEE ROOF PLAN FOR LOCATIONS. 27. 4X4 TOP TRELLIS MEMBERS - COLOR: PORTER STAINS 709 BLACK WALNUT 28. 4X8 BOTTOM TRELLIS MEMBERS - COLOR: PORTER STAINS 709 BLACK WALNUT 0 TOWN OF VAIL US Mail Onlv: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(a0erglundarchitects.com www. . berglundarchitects.com LU U Z LLI D N Uj LLI (9 LLI LLI J LL REVISION No. Revision Date Design Review Staff Approval By Warren Campbell at 11:00 am, Jun 14, 2013 z J LL W a J J N JO J a � M pV �0 W J W m t V F_ O O 00 ,) L 0) N Revision Description PROGRESS SET Issue Date 04/15/13 Drawn by AG Checked by HB Scale 1/4" = 1' -0" ELEVATIONS A4.1 7- N 0 N M N REVISED CHIMNEY TO ACCEPT BOILER 4 FLUE 3 2 2 1 2 5 4 3 A5.3 COPPER CHIMNEY CAP A5.3 A5.3 A5.2 A5.3 A5.4 A5.2 A5.2 A5.2 BOILER FLUES J'} 10 9 t3'-EXISTING 7!- :- 7, 24 6 5 4 3 2 1 23 LINE OF 33' ABOVE t 15' - 9" 5' - 3" GRADE j6'- 12'- 6" 2'-6" 8'- 0" STEEL PANEL TO MATCH ROOFING 28'- 0 7 8'- 0 16 6 - ��� 5 T . STRUCTURE @ 8332' - 0 11/16" - - - ��, -=�4 --- -I - 3 20 STEEL C- CHANNEL PARIAPET - 203 207 34 _ 4} III I I 60 I 2c 2 QL49 49 _ 235 _ C_ 236 221 48 3 1) r (2 8' -0" - z CD - �� D ''I ELECTRIC METER - = r ,LOCATION I� MD OCATION - IL - 1�= L _I CT CABINET - - LOCATION L 11 DL _ CAN �LJL�l�_l PHONE - - D'� I I I NONE 116 17 i � sit ONE �■■■�� MEN IIIIIIII AMEN ::� . � >r�►�_ � Ili Id � g� �a � Id : ■ GLASS __7GLASS BOULDER HEARTH ita 4 28' -0" it 213 213 J 41 40 -I A 112 9 LINE OF EXISTING GRADE AT MOST RESTRICTIVE POINT E 1 3 4 5 6 8' -0" 2' -6" 12' -6" STEEL PANEL TO MATCH ROOFING 2 4 U 214 215 214 - � 40 40 h 42 I 10 113 113 8 8 4 T.O. STRUCTURE @ 8324'- 9 7/8" - 1 1 r - -� Q. 1 -Q, I - - - - Q r U 216 216 40 40 I I � I I 005 - 2 3 i A5.3 A5.3 005 LU J 7 s V" LINE F 33' ABOVE Z � ULI � Q EXI TING GRADE 5'- 3" U) .1O MISSION! 11549" >M Y T.O. STRUCTURE @ 8332' - 0 11/16" I I 9 T.O. STRUCTURE @ 8324'- 9 7/8" - 1 1 r - -� Q. 1 -Q, I - - - - Q r U 216 216 40 40 I I � I I 005 - 045 i 005 005 LU J V" N N I I I I I NONE NONE I I n EAST ELEVATION 1/411 = 1' -0" REVISED CHIMNEY TO ACCEPT BOILER FLUE 1 D_= -( DD - AL �f 1 - -': 40 _D r GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: A- DREAMSCAPES DL- 126 -LED EXT. STEPLIGHT ANTIQUE BRONZE FINISH MOUNTED 18" OR LESS ABOVE FINISHED GRADE- (30) TOTAL FIXTURES B- HEVI LITE INC HL -374 PAR -20 SURFACE MOUNT DOWN LIGHT BRONZE POWDER COAT FINISH (BZ)- (2) TOTAL FIXTURES C- HEVI LITE INC HL- 384 -BZ SURFACE MOUNT MONO POINT BRONZE POWDER COAT FINISH. PERMANENTLY FIXED /INSTALLED AS A DOWNLIGHT- (14) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7) EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR, WOOD INFILL TO MATCH TRIM STAIN COLOR. 8) ALL MECHANICAL VENTS TO BE COPPER U.N.O. JPPER LEVEL FLOOR PLAN SHED FLOOR 8315' - 3" MAIN LEVEL FLOOR PLAN FINISHED FLOOR 8303'- 9" MATERIALS 1. AEP SPAN STANDING SEAM ROOF- DARK TERRA COTTA COLOR RE: SPEC 2. 4X8 WOOD RAFTERS. RE: STRUCT 3. EXPOSED GLU -LAM ROOF BEAMS- COLOR: PORTER STAINS 709 BLACK WALNUT 4. 2X10 FASCIA- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 5. 2X8 SHADOW BOARD OVER 2X10 FASCIA.- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 6. COPPER PANEL SIDING W/ DARK SEALED PATINA 7. DRY STACKED STONE VENEER- BLEND OF FRED'S BROWN, COLORADO BUFF, TELLURIDE GOLD, AND ADOBE CHOPPED STONE 8. CEDAR SIDING W/ SHIPLAP JOINT BETWEEN BOARDS -COLOR SEMI- TRANSPARENT STAIN CUSTOM COLOR 9. 3X3 WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 10. DIMENSIONAL WOOD TRIM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 11. STONE COLUMN W/ STEEL TOP CAP. RE: STRUCT 12. STEEL C- CHANNEL WINDOW HEADER. RE: STRUCT 13. COLORADO BUFF STONE HEADER 14. COLORADO BUFF STONE CAP 15. STEEL BEAM. RE: STRUCT 16. GLU -LAM OUTLOOK BEAM W/ COPPER FLASHING CAP. RE: STRUCT 17. EXPOSED GLU -LAM DECK JOISTS 18. 10X10 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND STEEL BEAM- COLOR: PORTER STAINS 709 BLACK WALNUT 50% FORMULA 19. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. 20. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 21. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 22. STEEL I -BEAM COLUMN 23. 4X4 TUBE STEEL COLUMNS @CHIMNEY CAP PAINTED TO MATCH WINDOW CLADDING 24. 4" THICK STONE CHIMNEY CAP 25. 3" SQUARE COPPER GUTTER AND 2" DOWNSPOUT @ DECKS. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 26. SNOW FENCE TYP. SEE ROOF PLAN FOR LOCATIONS. 27. 4X4 TOP TRELLIS MEMBERS - COLOR: PORTER STAINS 709 BLACK WALNUT 28. 4X8 BOTTOM TRELLIS MEMBERS - COLOR: PORTER STAINS 709 BLACK WALNUT Ed UPPER LEVEL FLOOR PLAN HED FLOOR 8315'- 3" 28 15 ADDED TRELLIS; REVISED ELIMINATE GRADING O II BOULDERS TAG O BEYOND WAL J �D 114 IF FL =E) E MAIN LEVEL �(-JL-J - j �- �1_ LOOR PLAN D - D - I D FINI HED FLOOR 8303' - 9" LINE OF EXISTING GRADE AT MOST RESTRICTIVE POINT I LOWER LEVEL FINISHED FLOOR _ PLAN - - - - 8293' - 3 1 /2" WEST ELEVATION 1/41' = 1' 0" US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632 -2378 (970) 926 4301, Fax: 926 4364 hans(a-)berglundarch itects.com www. . berglundarchitects.com REVISION Revision No. Revision Date Description Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 11:00 am, Jun 14, 2013 PROGRESS SET Issue Date 04/15/13 Drawn by AG Checked by HB Scale 1/4" = 1' -011 ELEVATIONS 0- co N O M A4.2 O 'C'q4 co co N Z LU J V" W Z � ULI � Q N U) .1O MISSION! LU >M Y ��O W w � 00 w U T W = LU ~ °o J LL o N REVISION Revision No. Revision Date Description Design Review Staff Approval TOWN OF VA I L By Warren Campbell at 11:00 am, Jun 14, 2013 PROGRESS SET Issue Date 04/15/13 Drawn by AG Checked by HB Scale 1/4" = 1' -011 ELEVATIONS 0- co N O M A4.2 O 'C'q4 co co N