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HomeMy WebLinkAboutDRB130091 Plans Approved625 FOREST ROAD-VAIL, COLORADO K� RECEIVED Date: 04/08/2013 TOWN OF UA�l_ Rv• T, D Or) 7T Tl L'C DIRECTORY OWNER: Vail Custom Home Collection LLC 1 143 Capitol Street, Suite 211 Eagle, Colorado 81631 970- 328 -3900 p 970 - 328 -3901 f Scott @sstaia.com ARCHITECT: Scott S. Turnipseed, AIA Architecture & Construction 1 143 Capitol Street Suite 21 Eagle, Colorado 81631 970 - 328 -3900 p 970 - 328 -3901 f Scott @sstaia.com BUILDER : Scott S. Turnipseed, AIA Architecture & Construction 1 143 Capitol Street Suite 211 Eagle, Colorado 81631 970 - 328 -3900 p 970 - 328 -3901 f Scott @sstaia.com STRUCTURAL ENGINEER: Newkirk Enaineerina Paul Newkirk New Castle, Colorado 970-424-1456 p 210- 380 -1837 c Newkirk56 @gmail.com SOILS ENGINEER: Hepworth- Pawlak Geotechnical David A. Young, PE 5020 County Road 154 Glenwood Springs, Colorado 81601 970- 945 -7988 p 970 - 926 -8454 f hpgeo @hpgeotech.com CIVIL ENGINEER: Peak Land Consultants, Inc. John Fee 1000 Lions Ridge Loop, Suite 1 D Vail, Colorado 81657 970 - 476 -8644 p john @peakland.net INDEX CS.1 COVER SHEET A].] SITE PLAN A2.1 FIRST LEVEL FLOOR PLAN A2.2 SECOND LEVEL FLOOR PLAN A2.3 THIRD LEVEL FLOOR PLAN A2.4 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A6.1 EXTERIOR DETAILS A6.2 EXTERIOR DETAILS A8.1 FIRST LEVEL G.R.F.A. CALCULATIONS A8.2 SECOND LEVEL G.R.F.A. CALCULATIONS A8.3 THIRD LEVEL G.R.F.A. CALCULATIONS A8.4 SITE COVERAGE CALCULATIONS PROJECT INFORMATION CODE INFORMATION: Zoning: (PS) Residential, Two Family Primary /Secondary Occupancy Group: Miixed R -3 / U Construction Type: New, V Non -Rated Number of Stories: Two Plus Walk -out Basement Builging Height: 33' -0" Max. Above Existing Grade Setbacks: 20 Feet Front, 15 Feet Side and Rear Lot Area: .357 Acres (15,550 S.F.) Site Coverage: 20% x 15,550 = 3,110 S.F. Allowable Parking: 5 Spaces Required (more than 5,500 s.f.) L1.1 LANDSCAPE PLAN G.R.F.A.: L2.1 SECOND LEVEL EXTERIOR LIGHTING PLAN L2.2 THIRD LEVEL EXTERIOR LIGHTING PLAN TOPOGRAPHIC SURVEY 4,600 (.46 x 10,000) 1,900 (.38 x 5,000) 71 (.13x550) 6,571 Allowable G.R.F.A. PROJECT LOCATION: 625 Forest Road Vail Village Filing 6, Block 2, Lot 2 Vail, Colorado FLOOR AREAS CALCULATIONS: First Level 3,081 Second Level 2,308 Third Level 3,108 Total 8,497 Sub -Grade Credit -630 -1,941 G.R.F.A. Actual S.F. 6,556 G.R.F.A. Allowed S.F. 6,571 Garage 786 SITE DEVELOPMENT CALCULATIONS: Lot Area: Site Coverage: (20% of Site) Landscape: (61 % of Site) NG .357 Acres (15,550 S.F.) 3,108 S.F. 9,485 S.F. Total Site Disturbance: (.357 Acres) 15,550 (100®) C_�6 Scott S. Turnipseed, AIA architeeture I construction I imeocroesigti Q Q � z O mss. v 00 O �170 W O O W O O 0 p crn V) w � U o E O w � U } Cv 06 L N O C) O U d M CO J M } N L O � . C/l U 7t= o w U �z U -E— (y) o m r f'--I v z O �« w � U � x O O � � w N d � J H w �z �o N m CS COVER SHEET �« J m V) m 0 D N .N CS COVER SHEET L � Cb /„ / \ \ \ 138 DESIGN REVIEW BOARD APPROVAL �/ / TOWN' OF VA11 Date: 05/30/2013 Community Development Planner: Joe Batcheller Department / / SILT FENCE ACTS AS LIMITS OF DISTUP<BANCE 4e 8 1 p00� /� , // / X8137 / o — / Sb6 8136 ` </ m `gPj / / `DRAINAGE FL W Lf� E, TYP. 8137.5X/ I / / G I 8138 X / SEWER LINE PER SECTION 701.3 IPC / -s' /� IANHO / 8136 // \I\ / Ht: 33' SEWER / RIME EV.= 8131.4' INV LEV. = 8121.2' / / I / / I / RIDGE DEL: 8175. CTV PEDESTAL Cb / b 01 Cb T.O. SLAB 9 FIRST LEVEL: ELECTRICAL METER / / / / I / / / T.O. SUBFPOR @ SECOI T. Ok U±OOR @ THIRD EXISTING GRADE ZZ 8138 \ 8140 ` \ 8142 8140 N 1 \ \ \ \ 328° \ 8142 RED SANDSTONE \ \ VALLEY \ C��� I EXISTING GRADE­-, \ I S TO RE AIN, TYP. I ROPOSED GRADE, TYIP. \ w EXISTING G DE \I TO BE MODI IED, TYP. �\ I ` I SILT FENCE AVTS AS LIMITS OF DIS URBANCE / I/ 8144/ 00 / Co W db C0 1 C ', 8140 �/ �\ L �� \ — BOULDER R AIf�ING 4' -0" HIGH MA . \ 8148 i` \TOWER Vv� 8151 W.N 147.33 ` FLOWLINE FOR EXISTING STONE LINED SWALE 'II C0 / EXISTING STONE BULKHEAD EXISTING 18" CULVERT MNG CURB AND GUTTER DRAINAGE INLET GRATE / /��S /`PCB ♦'�� /� / ♦ ,�' T.O.W. 8151 / /0 I `B.O.W. 8148 �p0 EXTENTS OF EXISTING OOH 8156 �` \ CURB AND GUTTER l � O WATER VALVE\ /TED DU S� DRAINAGE FLOW LINE 01 / NEW CURB AND GUTTER /8154 T.O.W. 81 EDGE OF PAVEMEN�\ B.O.W. �49 / BOULDER RETAINING WALL \ 152 3' -0" HIGH MAX. / CONSTRUCTION PARKING 6 VEHICLES IN DRIVEWAY 6 / 6 VEHICLES ALONG STREET 152 PO \ � ®�� � LOT 2 .357 ACRES (15,550 S.F.) — StWIT IN R�WMELTED DRIVEWAY IGHT -OF -WAY ON S ERATE ZONE MARKED R.O.W�T CONTROL BOX CONCRETE PAN\ W/ 2" INVERT \ _—TIE -IN TO EXISTING CONCRETE PAN <\—Delta = 7038'24" \ R= 525.00' T= 35.05' \L= 70.00' CH= 69.95' CB= N71049'23 "W CAL TRANFORMER LECTRICAL PEDESTAL SITE & GRADING PLAN SCALE: V= 10' -0" NORTH Scott S. Turnipseed, AIA arehlbddre I comiructlon I oteliorclesiga Q Q Z . IL 00 O � W N O O O U o c°� V) - N O co . — O LU o, U r N 05 ®O } a) O 0 O U cn c'? ap w a- >z CN � `' _p U L ci O 0, 1^ v I O Q N U � 3 4— m M O U V) F� Z IL w � N O 00 O > ®O F-� W w a 0 w >z Q W 1^ v I O N SITE PLAN IL 00 O J Q m t� N to SITE PLAN / / L -------------------— i FIRS A2.1 FINISHED 3,x l S.F. LESS 63% -1,941 S.F. G.R.F. . 1,140 S.F. / i / / LEVEL C r b�1 I J \ \ \ 1 \ I \ J \ 1 I I J Eo / / FACE OF FRAMING :HEDULES FOR OLUMN LOCATIONS. S STUDS SE NOTED. I STUDS ISE NOTED. RE 2x6 STUDS. VE TOP OF GYPCRETE UNLESS OTHERWISE NOTED. FLOOR PLAN SCALE: 1/4" = Y 0" NORTH PlAr 16"� Scott S. Turnipseed, AIA aThi€eeture I construction I intenar 0grn Q zo � � 00 o � N O � o 0 0, TT� .o (0 00 Q O C O w o, U r N 015 ® } V W O 0 O U cn c'? ap w O N cY? U N cn O o• ~o N U } Q � o U m M O �- U V) A2,91 FIRST LEVEL FLOOR PLAN zo © IL �Q w � N O TT� o > ® F� O W w J 4 w >z ~o N A2,91 FIRST LEVEL FLOOR PLAN IL Q o J m m C) N N N A2,91 FIRST LEVEL FLOOR PLAN 0 N / / / \ �o \ CV 18' -0" / / / / / / / f� 0 I o 17-8" x 10' -0" 1 1 ' -2" x 8' -9" 2' -0'' / / / / / / / r / I / Il 13' -0" I i I I I I ? I I I I I — J I W.I.CL6 6' -V x 5' -1 1 BEDROOM 2 n I I 5 1 BED OOM 3 I I I O— J 0 Ll / / / 17-6" 0 Ln —220'- DECK C? STONE - SNOWMELTED T.O. STONE IRU EL: 8146' -3" i W T.O. SUBFLOOR NU EL: 8146'-6" 19 \ \ \ \ \ 16' -0" 16' -0" yo- T.O. STONE \ EL: 8143-0" --------- - - - - -- — — / / T.O. STONE \ / EL: 8144' -9" \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — DECK / — — — — STONE = SNOWMELTED — — — — — — — — — — — — — — — — — — T — — — DECK I I F- -1 PO STON - SNOWMELTE I I I I \ \ I I I I I HOT TUB II I \ \ — — — — I N I I 8'x 8' TOP FLUSH W/ PATIO T IF I \ \ z �I I 14' -0" o I I 18' -0" I 1 3' -6" 3-. I I I T.O. STONE I 1 TIONE I 1 11 1 \ I I \ \\ EL: 8146'-2'' I I I I I I I I L 1 - - — — UNIT L - - - - -� 1 I \I 1 1 \\ 1 I I I I \ A/C F A M UY,� ,B,- ,J O M i I I 1 UNIT 1 I \ I I I HEATER FLU T I I I I CHIMNEY AB VE I I I I I 1 1 it I I I BAR I I I- UNIT I I II I I /> �fl — — — — — — — — — — — — GAS SPACE HEATER CEILING MOUNTED O - -DN 1 R -- -- - - - - -� I I 1 W.I.CL0. 1 ELEV. 1 8' -4" x 5' -0" 1 I I i o I 1 T.O. SUBFLOOR EL: 8147'-0" SKI / MUDROOM ----------- — — — --------- -------------- 0 — — — — — — — — — — — — — — — iV — — — — — — — — — — — — \ L- — — — — — — — — — - - J 16' -6" 12' -8" 17' -1 — — — — — — — 9' -6" \ \ \ \ cc \ O W D E R 2'' x 5-0" Lu u Y N CAR GARAG l T.O. SLAB EL: 8147' -0" — — — — —I— — — — — — — L— — — — — — — — — 24' -0" 17-0" \ ILLS ARE 2x6 STUDS AT 16" O.0 L SS OTHE WISE NOTED. 5. ALL INTERI R \ AT 16" O. NL SS OT RWISE NOTED. 6. ALL POCK T ILLS ARE 2x6 STUDS. \ ITS E ABOVE TOP OF CR TE GYP NLESS OT ERWISE NOTED. \ O � N O N � O CJ O M \ .o (D Qj 00 N O \ 1 1 ' -2" x 8' -9" 2' -0'' / / / / / / / r / I / Il 13' -0" I i I I I I ? I I I I I — J I W.I.CL6 6' -V x 5' -1 1 BEDROOM 2 n I I 5 1 BED OOM 3 I I I O— J 0 Ll / / / 17-6" 0 Ln —220'- DECK C? STONE - SNOWMELTED T.O. STONE IRU EL: 8146' -3" i W T.O. SUBFLOOR NU EL: 8146'-6" 19 \ \ \ \ \ 16' -0" 16' -0" yo- T.O. STONE \ EL: 8143-0" --------- - - - - -- — — / / T.O. STONE \ / EL: 8144' -9" \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — DECK / — — — — STONE = SNOWMELTED — — — — — — — — — — — — — — — — — — T — — — DECK I I F- -1 PO STON - SNOWMELTE I I I I \ \ I I I I I HOT TUB II I \ \ — — — — I N I I 8'x 8' TOP FLUSH W/ PATIO T IF I \ \ z �I I 14' -0" o I I 18' -0" I 1 3' -6" 3-. I I I T.O. STONE I 1 TIONE I 1 11 1 \ I I \ \\ EL: 8146'-2'' I I I I I I I I L 1 - - — — UNIT L - - - - -� 1 I \I 1 1 \\ 1 I I I I \ A/C F A M UY,� ,B,- ,J O M i I I 1 UNIT 1 I \ I I I HEATER FLU T I I I I CHIMNEY AB VE I I I I I 1 1 it I I I BAR I I I- UNIT I I II I I /> �fl — — — — — — — — — — — — GAS SPACE HEATER CEILING MOUNTED O - -DN 1 R -- -- - - - - -� I I 1 W.I.CL0. 1 ELEV. 1 8' -4" x 5' -0" 1 I I i o I 1 T.O. SUBFLOOR EL: 8147'-0" SKI / MUDROOM ----------- — — — --------- -------------- 0 — — — — — — — — — — — — — — — iV — — — — — — — — — — — — \ L- — — — — — — — — — - - J 16' -6" 12' -8" 17' -1 — — — — — — — 9' -6" \ \ \ \ cc \ O W D E R 2'' x 5-0" Lu u Y N CAR GARAG l T.O. SLAB EL: 8147' -0" — — — — —I— — — — — — — L— — — — — — — — — 24' -0" 17-0" \ ILLS ARE 2x6 STUDS AT 16" O.0 L SS OTHE WISE NOTED. 5. ALL INTERI R \ AT 16" O. NL SS OT RWISE NOTED. 6. ALL POCK T ILLS ARE 2x6 STUDS. \ ITS E ABOVE TOP OF CR TE GYP NLESS OT ERWISE NOTED. \ TELEPHONE, CABLE, ET ELECTRIC L MET R & MAIN ISCON ECT ELECTRICAL PAN RECESSED IN S — — — — — — — — — — — — — — — TRASH EN( L RE o RECESSE IN STRUCTURE c� I TRASH 3' -8" x 6'- " I �_ r r .J 3, a 0 N N 0 \ \ Ch a \ CV V 0 0 / — — — — — — —I— — — — — — — - J / / 2' -3" 17 / / PLAN ES: 1. /AL DIMENSIO E FRO FACE OF FRAMING / 2. S E DOOR AN INDOW REDUCES / OR ROUGH O ING SIZE / 3. SEE STRUCTU A DRA S FOR / BEARING WA L AND STU COLUMN LOCATIONS. / / SECOND LEVEL A2.2 F1N6HED 2,308 S.F. / GARAGE 786 S.F. 4. ALL EXTERIO ILLS ARE 2x6 STUDS AT 16" O.0 L SS OTHE WISE NOTED. 5. ALL INTERI R ALLS A 2x4 STUDS AT 16" O. NL SS OT RWISE NOTED. 6. ALL POCK T ILLS ARE 2x6 STUDS. 10 ITS E ABOVE TOP OF CR TE GYP NLESS OT ERWISE NOTED. INOF I I 16-w Scott S. Turnipseed, AIA archlt�[ure corrstru�llon � inte�iorcleslgs� F� 10 tL 00 � O � N O N � O CJ O M .o (D Qj 00 N O O� .— C: O w > U r N C,5 ®O -+-- C W O 0- O U cn c'? ap w O i N cy? U N cn O o• vi o O N U � � � U m co O �- U V) F� Z tL a � w � N O N o0 O W �—+ N > ®O F� W w W C) w >z Q W W � O N A202 SECOND LEVEL FLOOR PLAN tL Q N o0 O J Q m m N N A202 SECOND LEVEL FLOOR PLAN a / \ — — — — — — — — — — — — — — — — — — — — — MASTER BEDROOM — — — — — — — — — — — — — — — — — — I I — — LL- -- — — — — — — — — \ \ — — — — — — — — — — - Z COFFE ED CLG. \ I I F O Y E R @ 12'-C & 10' -6'' I I I O \ 0' -6' 12' -0" \ II I I I 11 I F71 1 1 2 BEAM I \ 0 cv CV v ;o �0 CV I :m 0 / / / / / / go 00 STER BATH \ — — — — — — — — — — — — — — — — — — — — — MASTER BEDROOM — — — — — — — — — — — — — — — — — — I I — — LL- -- — — — — — — — — 16-0" K 16' -10" \ — — — — — — — — — — - Z COFFE ED CLG. I II I I F O Y E R @ 12'-C & 10' -6'' I I I O I I L----- - - - - -� 1 I — — — � r ------ - - -- 0' -6' 12' -0" \ II I I I 11 I F71 1 1 2 BEAM I CL9 1I CLG. l I I \ AT 16" O.0 UNLESS OTHERWISE NOTED. / I I I I 1 1 I II 12' 0. C� FLG. I I 10x12 BE m 11 I 1 1 1 II 11 1 I li II \ / / / / / / / / / / / 13' -0" / / I I PLATE HT. 12 -0" I 8x10 BEAM J I PLATE HT. 10' -6" II II I II W.1.CL0. I I I I L---- - - - - -J \ \ \ \ 16' -6" hil T.O. SUBFLOOR EL: 8157-0" LAUNDRY -0" x 7' -6" STAC K - -- W/D I I I I I r— I I 1 1 V-9" x 12' -8" I I I I 1 I > I 1 I 1 I I I 1 PLATE HT. 9' -6" Y -7" I. 9' -6" I Y -7" \ — — — — — — — — — — — — — — — — — — — — — MASTER BEDROOM — — — — — — — — — — — — — — — — — — I I — — LL- -- — — — — — — — — 16-0" K 16' -10" — — — — — — — — — — — - Z COFFE ED CLG. I II I I F O Y E R @ 12'-C & 10' -6'' I I I O I I L----- - - - - -� 1 I — — — � r ------ - - -- 0' -6' 12' -0" I II I I I 11 I F71 1 1 2 BEAM I CL9 1I CLG. l I I I i ii I1 i I 1 AT 16" O.0 UNLESS OTHERWISE NOTED. / I I I I 1 1 I II 12' 0. C� FLG. I I 10x12 BE m 11 I 1 1 1 II 11 1 I li II Z o 8x10 BEAM I II I i it i 1 I LL===== — L = = =� W.1.CL0. I I I I L---- - - - - -J \ \ \ \ 16' -6" hil T.O. SUBFLOOR EL: 8157-0" LAUNDRY -0" x 7' -6" STAC K - -- W/D I I I I I r— I I 1 1 V-9" x 12' -8" I I I I 1 I > I 1 I 1 I I I 1 PLATE HT. 9' -6" Y -7" I. 9' -6" I Y -7" \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I — — LL- -- — — — — — — — — - - - - -� — — — — — — — — — — — - Z 2. SEE DO <AND WINDOW SCHEDULES © I I F O Y E R PCWDER E L E V. I 6' -4" x 5' -5" \ I I L----- - - - - -� 1 I — — — � r ------ - - -- I 8' -4" x 9' -6" I I I I 11 I F71 1 1 2 BEAM I I u l � I i ii I1 i I 1 AT 16" O.0 UNLESS OTHERWISE NOTED. / 00 I I I 1 1 I � I I 10x12 BE m 11 I 1 1 1 II 11 1 I li \ Z o I I i I PANTRY I I I i it i 1 I LL===== — L = = =� W/ STONE CAP 6'-0" x 15'-2" 1 I I I II 10'-6° I 12' I 2' -0'' 11 b' -6" } C L—j- I i CL I CL LG. ZIN QLG. / GYPCRETE UNLESS OTHERWISE NOTED. \ I I I I L -J 1 I I KITCHEN I 1 I T / U 23' -0'' x 17' -6" I COFFERED CLG. / iI I 1 i @ 10' -6" & 12' -0" A2.3 3,108 S. e 7' -10" 1 -8' 7' -10" 1 / \ � U �o m T- - - - - - - - - - - - - 48" REF. I i � - - - --y I DN 18 R \ I I L J 000 1 O \ N m \ 0 N \ N .N \ \ \ \ \ \ \ \ / / / i / / / / / / / 93' -6" 15-101 %6' JO PLATE HT. 12' -4" 0 mm. 01, m FIRE PIT D E C K STONE - SNOWMELTED 0 14' -0" PLATE HT. 12' -4" I M — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I PLATE HT. 12' -4" NZ � I I I _ GREAT LL I I DINING O�DA L 20'-0" x 2' -0" I I 14' -0" x 19' -0'' HE RTH R OM VAULTED LG. I I LAT CLG. @ 12'- I I 17-0" x 21' -0" FLA CLG. @ 2' -4" I I I I I °2 1 I I -- - - - - -- — — — — -------------- - - - - -- I II 1 I I I I ® I 7: I I ^`� I I I I I I F I I - - - - -- -- - - -- - - - - -- - -- ------- - - - - -- I I FLAT CLG. @ 12' -4" I I G A L L E R Y I I I I oa T.O. SUBFLOOR I I " 1 I 1 1 cal EL: 8158' -0" 1 1 14' -b x 5' -0" 1 I I I FLAT CLG. @ 12' -4" I I 11 — — — — — --------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I — — LL- -- — — — — — — — — - - - - -� — — — — — — — — — — — - Z 2. SEE DO <AND WINDOW SCHEDULES © I I F O Y E R PCWDER E L E V. I 6' -4" x 5' -5" I i I I L----- - - - - -� 1 I — — — � r ------ - - -- I 8' -4" x 9' -6" I I I I 11 I F71 1 1 2 BEAM I I u l � I i ii I1 i I 1 AT 16" O.0 UNLESS OTHERWISE NOTED. / 00 I I I 1 1 I � I I 10x12 BE m 11 I 1 1 1 II 11 1 I li 1 Z o I I i I PANTRY I I I i it i 1 I LL===== — L = = =� W/ STONE CAP 6'-0" x 15'-2" 1 I I I II 10'-6° I 12' I 2' -0'' 11 b' -6" } C L—j- I i CL I CL LG. ZIN QLG. / GYPCRETE UNLESS OTHERWISE NOTED. 1 1 I I L ❑ J I I I I L -J 1 I I KITCHEN I 1 I T / U 23' -0'' x 17' -6" I COFFERED CLG. / iI I 1 i @ 10' -6" & 12' -0" A2.3 3,108 S. e 7' -10" 1 -8' 7' -10" 1 / NORTH � U �o m T- - - - - - - - - - - - - 48" REF. I i � - - - --y I DN 18 R \ I I L J 000 1 O 14' -0" 3' -6" 3' -0" a C6 3 0 v N IF- -1I 00 O I \ I \ I D E C K r-- - -I Q STONE SNOWMELTED F —1 Q \ NOOK N N \ 3' -0'' x 1 l'-p" I I 0 0 10 —�1 —I I �, I O / PLAN NOTES✓ -4" 8' -6" 5' -6" 13' -0" 5-6" 3' -0" 1. ALL DIMENSIONS E FROM FACE OF FRAMING / Z 2. SEE DO <AND WINDOW SCHEDULES © iL FOV UGH OPENING SIZES. STONE STAIRS SNOWMELTED � 3. /SEE STRUCTURAL DRAWINGS FOR N / BEARING WALL AND STUD COLUMN LOCATIONS. DECORATIVE IRON GUARD RAIL u 4. ALL EXTERIOR WALLS ARE 2x6 STUDS O c0,'7, V) AT 16" O.0 UNLESS OTHERWISE NOTED. / IRON GRABRAIL O / 5. ALL INTERIOR WALLS ARE 2x4 STUDS O CP STONE PILASTER C O w W/ STONE CAP / 6. ALL POCKET DOOR WALLS ARE 2x6 STUDS. r N 015 / } C a 7. ALL PLATE HEIGHTS ARE ABOVE TOP OF O U / GYPCRETE UNLESS OTHERWISE NOTED. c'? ap w / N cY? / U N ci / THI �/O LEVEL FLOOR PLAN O A2.3 3,108 S. e SCALE: 1/4" = l'-O" Q / NORTH � U �o m O \ U N m 0 N N .N IF- -1I 00 O I \ I \ I D E C K r-- - -I Q STONE SNOWMELTED F —1 Q \ NOOK N N \ 3' -0'' x 1 l'-p" I I 0 0 10 —�1 —I I �, I O / PLAN NOTES✓ Scott S. Turnipseed, AIA arch9t�[ure corrstru�llon � inte�iorcleslgs� -4" 8' -6" 5' -6" 13' -0" 5-6" 3' -0" 1. ALL DIMENSIONS E FROM FACE OF FRAMING / Z 2. SEE DO <AND WINDOW SCHEDULES © iL FOV UGH OPENING SIZES. STONE STAIRS SNOWMELTED � 3. /SEE STRUCTURAL DRAWINGS FOR N / BEARING WALL AND STUD COLUMN LOCATIONS. DECORATIVE IRON GUARD RAIL u 4. ALL EXTERIOR WALLS ARE 2x6 STUDS O c0,'7, V) AT 16" O.0 UNLESS OTHERWISE NOTED. / IRON GRABRAIL O / 5. ALL INTERIOR WALLS ARE 2x4 STUDS O / AT 16'' O.C. UNLESS OTHERWISE NOTED. STONE PILASTER C O w W/ STONE CAP / 6. ALL POCKET DOOR WALLS ARE 2x6 STUDS. r N 015 / } C a 7. ALL PLATE HEIGHTS ARE ABOVE TOP OF O U / GYPCRETE UNLESS OTHERWISE NOTED. c'? ap w / N cY? / U N ci / THI �/O LEVEL FLOOR PLAN O A2.3 3,108 S. e SCALE: 1/4" = l'-O" Q / NORTH � U Scott S. Turnipseed, AIA arch9t�[ure corrstru�llon � inte�iorcleslgs� A2.3 THIRD LEVEL FLOOR PLAN Z O © iL 00 Q O � N O n1 W u O U O c0,'7, V) .0 N O O OF, C O w 0` U r N 015 ®O } C a O 0- O U c'? ap w O N cY? U N ci O o• O N U Q � � U m O �- U A2.3 THIRD LEVEL FLOOR PLAN Z O © iL � a� Q w � N O l u x � O N > ®O H a w a C) w >z Q O N A2.3 THIRD LEVEL FLOOR PLAN iL Q O J Q m N m 0 N N .N A2.3 THIRD LEVEL FLOOR PLAN .�'F LO"-N Vs 'VS Scott S. Turnipseed, AIA Whlbddre I construction I inteiiorciesiga A2.4 II T USSSO ROFI ES II M zo © � 00 O � N O n1 W O U O c0,'7, v� .� - ; O Q Co ° C: O w o, U r N 05 } V W O 0 O U cn c'? M O N cv? U N cn O o• vi O N C- U } Q � � U 4 M O m U V) A2.4 II T USSSO ROFI ES II M zo © IL �Q w � N O a� co T � � O > F-� W J 4 Q ~o N A2.4 II T USSSO ROFI ES II M IL Q a� co O J Q m V) m Q� D N N A2.4 II T USSSO ROFI ES II 2 RIGHT ELEVATION A3.1 SCALE: 1/4" = Y -0" — — — — — — — — — — — — — — — — — — — z-L EXISTING GRADE Scott S. Turnipseed, AIA Whlbddre I construction I inteiiorciesiga A3,81 EXTERIOR ELEVATIONS M 10 © � �Q O � N O n1 co O O c0,'7, V) - �; 04 Q ° C: O w o, U r N 05 } C W O 0- O U c'? ap O N cv? U N cn O o• O Q N C- U } Q � � U 4 M O - m U cn A3,81 EXTERIOR ELEVATIONS M zo © IL �Q w � N O Q) co TT� O > F-� W J C) Q ~o N A3,81 EXTERIOR ELEVATIONS M IL Q Q) co O J Q m N m Q� N N A3,81 EXTERIOR ELEVATIONS Scott S. Turnipseed, AIA Whlbddre I construction I inteiiorciesiga A3,82 EXTERIOR ELEVATIONS 10 © � �Q O � N O n1 W 0 O U O c0,'7, v� . - ; O Co O w o, U r N 05 } C W O 0- O U cn c'? ap O N cv? U N cn O o• ~o N U } Q � � U M O �- m U V) A3,82 EXTERIOR ELEVATIONS zo © IL �Q w � N O a� co T � � O > F-� W J 4 Q ~o N A3,82 EXTERIOR ELEVATIONS IL Q a� co O J Q m m Q� D N N A3,82 EXTERIOR ELEVATIONS 5/8" GYP. BOARD 2x12 HEWN WOOD SIDING 1 %2 GYPCRETE 3" STONE CAP TO MATCH VENEER 2 Ab. l PRE - MANUFACTURED "I" JOISTS PER STRUCTURAL 2x6 STUD WALL R -23 FIBERGLASS BLOWN IN BATT INSULATION 1/2" PLYWOOD SHEATHING 5/8" GYPSUM BOARD OVER VAPOR BARRIER STONE VENEER ALUMINUM CLAD WINDOW UNIT DOUBLE PANE GLAZING PER STRUCTURALSY�"" — BACKFILL AND DRAIN PER SOILS ENGINEER TYPICAL WALL SECTION A6.1 SCALE: I"= 1' -0" 12 \� 17 ENGINEERED TRUSSES PER MANUFACTURER CERTAINTEED "OPTIMA" BLOWN -IN BLANKET SYSTEM (R -60), OR EQUIVALENT CERTAINTEED "MEMBRAIN" VAPOR RETARDER OR 6 MIL POLY VAPOR RETARDER 8' GYP. BOARD W/ LATEX PAINT 3' -0" 2 TYPICAL EAVE @ 7/12 ROOF A6.1 SCALE: 1 " = V-0" FIBERGLASS BLOWN IN BATT INSULATION, R 4.1 PER INCH 2x BLOCKING AS REQUIRED 1 x6 T &G "V" GROOVE WOOD SOFFIT 2x8 TRUSS TAILS INTERLOCKING METAL TILE ROOFING ICE & WATER SHIELD 5/8" PLYWOOD ROOF SHEATHING 9" Q LOG DECORATIVE RAFTER BEVEL CUT -.-- COPPER FLASHING 2x10 R.S. WOOD FASCIA 2x8 SUB - FASCIA "'T—' ^ "—TAL TILE ROOFING D )OF SHEATHING ; TRUCTURALS NSCIA EVE WOOD SOFFIT �TIVE RAFTER ATHING D SIDING CI.I�_II.ICCDCI, TDI ICCCC DCD AA A I.II ICAr TI DCD s TYPICAL EAVE @ 3/12 ROOF A6.1 SCALE: I"= 1' -0" _IBERGLASS BLOWN IN BATT INSULATION, R 4.1 PER INCH 2x BLOCKING AS REQUIRED 1 x6 T &G "V" GROOVE WOOD SOFFIT 2x8 TRUSS TAILS INTERLOCKING METAL TILE ROOFING ICE & WATER SHIELD 5/8" PLYWOOD ROOF SHEATHING COPPER FLASHING 2x10 R.S. WOOD FASCIA 2x8 SUB - FASCIA 9" O LOG DECORATIVE RAFTER 3EVEL CUT 5 TYPICAL RAKE @ 3/12 ROOF 6 EAVE @ COVERED PORCH &ENTRY A6.1 SCALE: I"= 1 -0" A6.1 SCALE: I"= 1' -0" SIZE VARIES SEE ROOF PLAN m m C17P VA PIFC CFF P(-)(-)P PI AKi STONE VENEER CHIMNEY & CAP SCALE: I"= 1 -0" LOG BEAM PER STRI 2x6 T &G "V" GROO' 2x12 OVERFRAMINC CEDAR SHAKES ICE & WATER SHIELC 5/8" PLYWOOD RO< COPPER FLASHING 2x4 BLOCKING 2x6 R.S. WOOD FAS 2x10 R.S. WOOD FA 2x12 SUB - FASCIA ER STRUCTURAL ERS "' I LKLOCKING METAL TILE ROOFIN E & WATER SHIELD 8" PLYWOOD ROOF SHEATHING DPPER FLASHING 10 R.S. WOOD FASCIA 8 SUB - FASCIA JTLOOKERS PER STRUCTURALS 6 T &G "V" GROOVE WOOD SOFFIT O LOG DECORATIVE RAFTER " O LOG DECORATIVE OUTLOOKER / BOTTOM HALF BEVEL CUT @ 450 A� f3 COLc it ti r v I- L; s 1 Q LOG DECORATIVE BRACE @ 450 ANGLE 2" PLYWOOD SHEATHING :12 HEWN WOOD SIDING TYPICAL GABLE END @ 7/12 ROOF SCALE: I"= 1' -0" GABLE END @ PORCH o A6.1 SCALE: 1 " = V-0" INTERLOCKING METAL TILE ROOFING ICE & WATER SHIELD 5/8" PLYWOOD ROOF SHEATHING COPPER FLASHING 2x10 R.S. WOOD FASCIA 2x8 SUB - FASCIA 1 x6 T &G "V" GROOVE WOOD SOFFIT 9" Q LOG DECORATIVE RAFTER 12" O LOG STRUCTURAL PURLIN W/ BOTTOM HALF BEVEL CUT @ 45° 9" Q LOG DECORATIVE BRACE @ 450 ANGLE LOG TRUSS PER STRUCTURALS STONE VENEER @ ENTRY COLUMN Scott S. Turnipseed, NIA arch9t�[ure corrstru�llon � inte�iorclesigs� F� C� 10 � 00 O � N O n1 W oo O U O c0,'7, .0 N 00 U OF, C O w o, U r N 0(5 ®O } W O 0- O U c'? ap w O N CN cY? U N cn O o• O Q N U � U M O �- m U F� C� Z IL w � N O 0 oo O > ®O F� W w a 0 w >z Q ~o N A6.1 CONSTRUCTION DETAILS C� IL Q 0 oo O J Q m N m Q� N N A6.1 CONSTRUCTION DETAILS ,. C OL b Scott S. Turnipseed, AIA arch9t�[ure corrstru�llon � inte�iorclesigs� F r 3' -6" INTERLOCKING METAL TILE ROOFING INTERLOCKING METAL TILE ROOFING ICE & WATER SHIELD ICE & WATER SHIELD LOG RAILING 12 5/8" PLYWOOD ROOF SHEATHING 6 5/8" PLYWOOD ROOF SHEATHING COPPER FLASHING 2x8 SUB - FASCIA 10 " LOG NEWEL POST 00 � OUTLOOKERS PER STRUCTURALS O 0 1 xb T &G "V" GROOVE WOOD SOFFIT 2x10 R.S. WOOD FASCIA O p O 9'' 0 LOG DECORATIVE RAFTER C � ( U 00 COPPER FLASHING V) N N 2x8 SUB - FASCIA LOG BEAM PER STRUCTURALS O OUTLOOKERS PER STRUCTURALS C rZ' W 1 x6 T &G "V" GROOVE WOOD SOFFIT FLAGSTONE 2x10 R.S. WOOD FASCIA 3" CONCRETE SLAB V L N ° 9" 0 LOG DECORATIVE RAFTER 3/4" PLYWOOD (D 0 LOG BEAM PER STRUCTURALS Ila 0 � 5/8" GYPSUM BOARD D } <N 12" 0 LOG DECORATIVE OUTLOOKER 1 x6 T &G DECKING N � N O W/ BOTTOM HALF BEVEL CUT @ 45° } ir'� 2x6 R.S. WOOD APRON ' U N 9" O LOG DECORATIVE BRACE @ 45° ANGLE O 12" G LOG DECORATIVE OUTL 12" 0 LOG DECK JOISTS OOKER (RE: STRUCTURALS) W/ BOTTOM HALF BEVEL CUT @ 450 9" G LOG DECORATIVE BRACE @ 450 ANGLE 18" 0 LOG BEAM (RE: STRUCTURALS) O - U 4" 18" G LOG COLUMN (RE: STRUCTURALS) 9" 0 LOG DECORATIVE BRACES F� SECTION ELEVATION Z O © � Q a � TYPICAL GABLE END @ APRON ROOF 2 TYPICAL GABLE END @ APRON ROOF /-DETAIL @ DECK oxo A6.2 SCALE: I"= V -0" A6.2 SCALE: 1" = V -0" A6.2 SCALE: 1" = V -0" N d > E~ a O w 18" G LOG COLUMN 2x12 HEWN WOOD 2x6 STUD WALL SIDING WALL SHEATHING > Z 2x6 STUD WALL STONE VENEER %2' PLYWOOD STEEL LINTEL O SHEATHING PER STRUCTURALS > [� STONE CAP, CAULK TO LOG COLUMN 5/8'' GYP. BOARD N FLASHING FLASHING HEADER RE: STRUCTURAL HEADER RE: STRUCTURAL STONE VENEER 1 1/2" TYP. H EAD 6'' TYP. HEAD HEAD 3x8 R.S. WOOD HEAD TRIM HEAD 6x12 R.S. WOOD LINTEL 3x6 R.S. WOOD JAMB TRIM STONE VENEER ABUTS JAMB EXTRUSION c„) P.T. WOOD FRAMING FOR STONE VENEER BACKING IL JAMB JAMB Q TUBE STEEL COLUMN ALUMINUM CLAD CASEMENT--,,, ALUMINUM CLAD CASEMENT PER STRUCTURALS JAMB WINDOW ASSEMBLY JAMB WINDOW ASSEMBLY p BLOCKING PER STRUCTURALS 3 x 14 R.S. WOOD JOISTS PER STRUCTURALS 1 x6 T &G "V" GROOVE WOOD SOFFIT 3x4 R.S. WOOD SILL SILL 3" THICK STONE CA SILL 1 1 /2" TYP. BEVEL CUT BACK EDGE 100 SLOPE TO DRAIN w 12" 0 LOG DECORATIVE OUTLOOKER SILL > W/ BOTTOM HALF BEVEL CUT @ 45° 3x6 R.S. WOOD APRON � SILL Z CD �n STEEL ANGLE PER STRUCTURALS W ELEVATION N N REINFORCED CONCRETE FOUNDATION PER STRUCTURALS SECTION ELEVATION SECTION 4 DETAIL @ CANTILEVERS 5 LOG COLUMN BASE @ ISOLATED DECK COLUMN 6 TYPICAL WINDOW @ WOOD SIDING TYPICAL WINDOW @ STONE VENEER A6.2 SCALE: I"= V -0" A6.2 SCALE: I"= V -0" A6.2 SCALE: I"= V -0" A6.2 SCALE: V'= 1' -0" A602 CONSTRUCTION DETAILS / / L -------------------— i G.R.F. F A2.1 FINISHED 3,x l S.F. LESS 637o -1,941 S.F. . G.R.F. 1,140 S.F. / i / IRSA,/(fALC LEVE C r b�1 (AL I J \ \ \ 1 \ I \ J \ 1 I I J Eo / / FACE OF FRAMING :HEDULES FOR OLUMN LOCATIONS S STUDS SE NOTED. I STUDS ISE NOTED. RE 2x6 STUDS. VE TOP OF GYPCRETE UNLESS OTHERWISE NOTED. ULATIONS REDLINES L FLOOR PLAN SCALE: 1/4" = Y 0" NORTH PlAr 16"� Scott S. Turnipseed, AIA aThi€eeture I construction I intenar 0grn Q 10 © � �Q a� O � N O � O O 0, .o (0 00 Q ° C O w o, U r N 015 ® } C W O 0- O U cn c'? ap w O N cY? U N cn O o• ~o N U } Q � � U m M O �- U V) A801 FIRST LEVEL FLOOR PLAN J. zo © IL �Q a� w � N O o > ® F� O W w J 4 w >z ~o N A801 FIRST LEVEL FLOOR PLAN J. IL Q o J m m C) N N N A801 FIRST LEVEL FLOOR PLAN J. 0 N / / I CV / / / / / 3' -6'' / 17-6" / / - r4 iiii ii iiii i.� iii ��, �, • • Il r� ► 1 � / III �I /I/I � --FIR N 010 �., 00, FAA looArlym offif / jg I/10 , POP, • / FA 'A / / \ r % / / � - � / ��� /�i� ►��� /ICI I � r� ��� Rim I , OWN W211I / / ��- 11 iii I �iiiii i r��i� o • - Ili �� L_ ■ 16' -0" I A — — — — — — — — — — — — — — — — / / / / T.O. STONE \ EL: 8144' -9" \ ------------- DECK STONE - SNOWMELTED \� - - - - - - - - - - - - - — — F- -1 F \ I I I I I I I \\ I I HOT TUB II 1 \ \ I 8'x 8' TOP FLUSH W/ PATIO 1 1 \ \ I I 18' -0" 1 11 1 3' -6" 3 -T rW TIONE I I II I \ I I \\ I I I 11 I \ I I I If, I I \ \ 16' -0" \ T.O. STONE EL: 8143-0" F- - I --- - - - - -- --- - - - - -- — — — — — — — — — — — — — — — I I DECK PO 214'-0" SNOWMELTE I I - - -- I N I I I I T.O. STONE I I EL: 8146' -2" I I I cc a_ ZD 91111119111111%. .-0„ DESIGN REVIEW BOARD APPROVAL TOWN OF V Datefl5 /30/2013 Community Development Planner: Joe BatChellef Department \ �I \ l y l 11 I I I I I HEATER FLU T I CHIMNEY AB VE j II I I I I I I I I I I I I II II I I I I I I I I J I I GAS SPACE HEATER CEILING MOUNTED T.O. SLAB E L: 8147' -0" — — — — — — — — — — — — — — — — — — — I L ----------------- J 8' -6" 24' -0" UN- HATCHED AREA INDICATES GARAGE FLOOR AREA TO OUTSIDE OF SHEATHING TOTAL FLOOR AREA 786 S.F. GARAGE ALLOWANCE 786 S.F. G.R.F.A. 0 S.F. 'L A/c I 1 \ I UNIT I I I \ I I I \I I I I A/C I I \ UNIT I \ I I 1 I I I \ A/C uNlr 0 2' -3" 17-0" HATC TELEPHONE, C BILE, ET q. OF SH T \ ELECTRIC L MET R 7 S.F. &MAINE \ IL ELECTRICAL PAN HATC TELEPHONE, C BILE, ET q. OF SH T ING ELECTRIC L MET R 7 S.F. &MAINE ISCON ECT IL ELECTRICAL PAN E FRO FACE OF FRAMING / RECESSED IN S N 2. S E DOOR AN INDOW HEDULES / O CJ OR ROUGH O ING SIZE TRASH EN RE o ----- I I RECESSE IN STRUCTURE C4 — DRA S FOR --- HATC I - INDICATES OF SH T ING G.R.F./ 3 7 S.F. \'\. jr SAD ARC 0 N N 0 O.R.P/.'A. CALCULATIO REDLI E SECOND LEVEL LOO AN A2.2 F>4SHED 2,308 S.F. SC LE: 1/4" = 1' -0" / GARAGE 786 S.F. NORTH Scott S. Turnipseed, A1A architecture aor�str�csion � interior�esigt� PLAN ES: 10 IL 1. /AL DIMENSIO E FRO FACE OF FRAMING / � N 2. S E DOOR AN INDOW HEDULES / O CJ OR ROUGH O ING SIZE / N 3. SEE STRUCTU A DRA S FOR / w BEARING WA L ND STU COLUMN LOCATIONS. U 4. ALL EXTERIO W ILLS ARE 2x6 STUDS / AT 16" O.0 L SS OTHE WISE NOTED. w 5. ALL INTERI R LLS A 2x4 STUDS U Q) ci AT 16" O. NIL SS OT RWISE NOTED. / O N U 6. ALL POCK T ILLS ARE 2x6 STUDS. U ALE PE, T E ABOVE TOP OF m O GYPCR TE NLESS OT ERWISE NOTED O.R.P/.'A. CALCULATIO REDLI E SECOND LEVEL LOO AN A2.2 F>4SHED 2,308 S.F. SC LE: 1/4" = 1' -0" / GARAGE 786 S.F. NORTH Scott S. Turnipseed, A1A architecture aor�str�csion � interior�esigt� SECOND LEVEL FLOOR PLAN 10 IL 00 O � N x O N � O CJ O M V) .o (D N O co OF, C O w 0` U r N � ® } a O 0- O U D cn C'7 ap w a�� >z Q U Q) ci O � v I O N U � U m O U V) SECOND LEVEL FLOOR PLAN Z IL w � N x O N U N rw ® C a w J 4 w >z Q v I O N � SECOND LEVEL FLOOR PLAN IL N o0 J Q m V) m � N N N SECOND LEVEL FLOOR PLAN i / / / / / / a \ \ DESIGN REVIEW BOARD APPRO AL TOWN OF VAIL Date05/30/2013 \ Community Development Planner:,JOe BatCheller Department \ C)lP Coll \ \ / I. OF FRAMING JLES IN LOCATIONS )S )TED. )S DTED. 6 STUDS. )P OF / GYPCRETE UNLESS OTHERWISE NOTED. / C.R.F.A. CAL(tULATIONS REDLINES THI A2.3 3,108 S. e /0 LEVEL FLOOR PLAN SCALE: 1/4" = 1 -0" Scott S. Turnipseed, AIA ardlIL ture I construction I imeocroesigti A2.3 THIRD LEVEL FLOOR PLAN 10 � O � N O n1 00 O O v� ; O Q co ° C O w o, U r N 05 ® } � O 0- O U D c'? ap w O (D cY? U N v) O o• O Q N C- U } Q � � U m M O U cn A2.3 THIRD LEVEL FLOOR PLAN zo CL w � N O aD 00 O > ® F-� O W a w J w >z Q ~o N A2.3 THIRD LEVEL FLOOR PLAN CL Q aD 00 O J Q m N m 0 N N N A2.3 THIRD LEVEL FLOOR PLAN / / 0 N / / I \ \ \ \ CV M. 18' -0" / / / / / / / \ \ 16-6" / / / 17-6" 16' -0" 16' -0" 1 ' 0" / T.O. STONE EL: 8143-0" \ / — — — — — — — — — — — — — — — / / / / / -- - - - - -o --- - - - - -- / Ln - -- --- - -- - -- / II 2' -0" 13' -0" - / I DECK / o STONE - SNOWMELTED I / T.O. STONE EL: 8146' -3" 12' -8" \ \ \ \ \ \ \ \ \ \ \ \ \ \ UN- HATCHED BOUNDARY OF CANTILEVER AT LEVEL THREE TO OUTSIDE OF SHEATHING FLOOR AREA = 14 S.F. \ \ \ \ 17-1 DESIGN REVIEW BOARD APPROVAL TOWN OF VAIL' Date: 05/30/2013 Community Development Planner: Joe BatCheller Department / jk T.O. STONE \ / EL: 8144' -9" \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — DECK / — — — — STONE - SNOWMELTED DECK I I F- -1 F- I \\ STON - SNOWMELTE I I I I \ \ I I I I HOT TUB II I \ \ 8'x 8' TOP FLUSH W/ PATIO I F I \ \ z r I I 14' -0" o f I 18' -0" I I 3' -6, 3' d" I I T.O. STONE I I TIONE I I I \ I I \ \\ I I EL: 8146'-2'' I II I rl \ I I I I I I A/C I I \ UNIT I I I \ I I I \I I I I A/C I I \ UNIT NO I I I I \ I I I \ I 17' -0'' �._ oLo \\, jr a co 0 N I I I A/C UNIT I I I I I I I I I I I \ \ \ \ N — — — — — — — — — — — — — — — - - - - -- - - - - - - - - - - - - - - — — — — — \ IF-11 o 10 �V �o 00 \ J O � \ O — — — — — — — � O CJ O M \ — — — — — — — — — — — — — — — — — — — \ / O \ \ \ 16-6" / / / 17-6" 16' -0" 16' -0" 1 ' 0" / T.O. STONE EL: 8143-0" \ / — — — — — — — — — — — — — — — / / / / / -- - - - - -o --- - - - - -- / Ln - -- --- - -- - -- / II 2' -0" 13' -0" - / I DECK / o STONE - SNOWMELTED I / T.O. STONE EL: 8146' -3" 12' -8" \ \ \ \ \ \ \ \ \ \ \ \ \ \ UN- HATCHED BOUNDARY OF CANTILEVER AT LEVEL THREE TO OUTSIDE OF SHEATHING FLOOR AREA = 14 S.F. \ \ \ \ 17-1 DESIGN REVIEW BOARD APPROVAL TOWN OF VAIL' Date: 05/30/2013 Community Development Planner: Joe BatCheller Department / jk T.O. STONE \ / EL: 8144' -9" \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — DECK / — — — — STONE - SNOWMELTED DECK I I F- -1 F- I \\ STON - SNOWMELTE I I I I \ \ I I I I HOT TUB II I \ \ 8'x 8' TOP FLUSH W/ PATIO I F I \ \ z r I I 14' -0" o f I 18' -0" I I 3' -6, 3' d" I I T.O. STONE I I TIONE I I I \ I I \ \\ I I EL: 8146'-2'' I II I rl \ I I I I I I A/C I I \ UNIT I I I \ I I I \I I I I A/C I I \ UNIT NO I I I I \ I I I \ I 17' -0'' �._ oLo \\, jr a co 0 N I I I A/C UNIT I I I I I I I I I I I \ \ \ \ N — — — — — — — — — — — — — — — - - - - -- - - - - - - - - - - - - - - — — — — — \ IF-11 o 10 �V �o 00 \ J O � u� O — — — — — — — � O CJ O M — — — — — — — — — — — — — — — — — — — \ / O TELEPH NE, C BE, C: O o, U r N C,5 ® } � O 0- \ Ch a O U /) N ELECTRIC L MET R (D >z Q } U } cn & MAIN ISCON ECT O / \ U Q ELECTRICAL PAN 24' -0" U 2' -3" 17 m RECESSED IN S U V) HATCHING BOUNDARY OF \ P — — — — — — TRASH E — — — — — L RE — o — — — CANTILEVER AT LEVEL THREE 0 \ — — RECESSE IN STRUCTURE c� aY \ TO OUTSIDE OF SHEATHING I 1. /AL DIMENSIO E FRO FACE OF FRAMING FLOOR AREA = 3,081 S.F. \ I I / \ / 2 SOR DOOR AN O IIN O ZE REDUCES .N CV V 91191111111%. SITE COVERAGE CALCULATIONS: FLOOR AREA COMMON TO ALL FLOORS 3,081 S.F. CANTILEVERS AT LEVEL THREE 27 S.F. TOTAL SITE COVERAGE 3,108 S.F. TOTAL ALLOWABLE SITE COVERAGE 3,110 S.F (15,550 x 200 = 3,110 S.F.) / 3. SEE STRUCTU Al. DRA S FOR / BEARING WA LAND STU COLUMN LOCATIONS. 4. ALL EXTERIO W ILLS ARE 2x6 STUDS / AT 16" O.0 L SS OTHE WISE NOTED. 5. ALL INTERI R ALLS A 2x4 STUDS AT 16" O. NL SS OT RWISE NOTED. / 6. ALL POCK T ILLS ARE 2x6 STUDS. T E ABOVE TOP OF / GYPCR TE NLESS OT ERWISE NOTED. SITE �6VERAGE CALL ATIO S SECOND LEVEL LOO AN A2.2 F>4SHED 2,308 S.F. SC LE: 1/4" = 1' -0" / GARAGE 786 S.F. NORTH Scott S. Turnipseed, AIA architecture aor�str�csion � lnterigr�esigt� VIO Z Z Z 10 �V IL 00 — — — — — — — — — — — J O � N O — — — — — — — � O CJ O M — — — — — — — — — — — — — — — — — — — / O co Or-, .— C: O w o, U r N C,5 ® } � O 0- O U /) N / — — — — — — — (D >z Q } U } cn O o• Vi O / N U Q 9' -6" 8' -6" 24' -0" U 2' -3" 17 m / O U V) HATCHING BOUNDARY OF UN- HATCHED BOUNDARY OF P L A N E S. EXTERIOR WALLS COMMON CANTILEVER AT LEVEL THREE m TO ALL THREE FLOORS TO OUTSIDE OF SHEATHING aY TO OUTSIDE OF SHEATHING FLOOR AREA = 13 S.F. 1. /AL DIMENSIO E FRO FACE OF FRAMING FLOOR AREA = 3,081 S.F. / / 2 SOR DOOR AN O IIN O ZE REDUCES 91191111111%. SITE COVERAGE CALCULATIONS: FLOOR AREA COMMON TO ALL FLOORS 3,081 S.F. CANTILEVERS AT LEVEL THREE 27 S.F. TOTAL SITE COVERAGE 3,108 S.F. TOTAL ALLOWABLE SITE COVERAGE 3,110 S.F (15,550 x 200 = 3,110 S.F.) / 3. SEE STRUCTU Al. DRA S FOR / BEARING WA LAND STU COLUMN LOCATIONS. 4. ALL EXTERIO W ILLS ARE 2x6 STUDS / AT 16" O.0 L SS OTHE WISE NOTED. 5. ALL INTERI R ALLS A 2x4 STUDS AT 16" O. NL SS OT RWISE NOTED. / 6. ALL POCK T ILLS ARE 2x6 STUDS. T E ABOVE TOP OF / GYPCR TE NLESS OT ERWISE NOTED. SITE �6VERAGE CALL ATIO S SECOND LEVEL LOO AN A2.2 F>4SHED 2,308 S.F. SC LE: 1/4" = 1' -0" / GARAGE 786 S.F. NORTH Scott S. Turnipseed, AIA architecture aor�str�csion � lnterigr�esigt� F� 10 IL 00 O � N O l � O CJ O M .o ` N Qj 00 N C O co Or-, .— C: O w o, U r N C,5 ® } � O 0- O U /) N a0 C6 ~ (D >z Q } U } cn O o• Vi O Q N U Q U m O U V) F� Z IL w � N O l u x O O > ® F-� O a a w J O w >z Q ~O N A8.4 SECOND LEVEL FLOOR PLAN IL Q N o0 O J Q m V) m aY N .N A8.4 SECOND LEVEL FLOOR PLAN W W � W / W W W W / W W W W ppW 1/,'� W Cb W W W W W J�14W/ 1W 3 W W W W W ]y W W / SILT FENCE ACTS ACS LIMITS OF DISTU,P2BANCE / NATIVE GRASSES AND WILDFLOWERS W W W W/W W W W /W ✓ W x FROM SEED WITH TEMORARY IRRIGATION, TYP. OVERHEAD SPRINKLERED W W W W W /W/ W W / /. .::•: /. / LAWN FROM SOD, TYP. W W ✓ W• .: ;/ •: :.j•:.:; / ; ': / / W W W W/ •• /• •. /. /• ... / X8137• /6RIP IRRIGATED MULCHEgBEDS W W W W �• - / , . �: -• WITH TREES, SHRUBS, & PEfRENNIALS, TYP. 8136 RESEED DISTURBEDAREA TO / W W W W W W W W / W W W • •Y •. ^ / .. •.•.. • • •� •^ J•J •• • � ••• � 813 7,5 X, MAYH EXISTING VEGETATION . .. . W W W W W W :. � •��: � W W W W W W W W maL 6 W W \ W ; W C / DRIP IRRIGATED MULCHED BEDS) WITH TREES, SHRUBS, & PERENNIALS, TYP. NATIVE GRASSES AND WILDFLOWERS---' FROM SEED WITH TEMORARY IRRIGATIOI , TYP. M0 CO W W W I W W SILT FENCE A TS AS LIMITS OF DIS URBANCE I / <b bb W \ W W \ \ \ W W W W \ W \ W \ \ W W W W \ \ W W W W \ \ W W W W W W\ W W W W W \ W W W W W / 8142 W W W W W \\ ULDER R AIMING 7' HIGH MA . \ I\ _1�1 CO SILT FENCE ACTS AS LIMITS OF�ISTURBANCE W W W-8156WWW/ / W W W W W W W ` W W W \ W W W W N W W W W NATIVE GRASSES AND WILDFLOWERS FROM SEED WITH TEMORARY IRRIGATION, TYP. DRIP IRRIGATED MULCHED BEDS WITH TREES, SHRU S, & PERENNIALS, TYP. BOULDER RETAINING WALL \ 3' -0" HIGH MAX. OPO � DESIGN REVIEW BOARD APPROVAL F VA11. Date:05/30/2013 elopment Planner:JOe Batcheller partment LAN DSCAPE PLAN SCALE: V= 10' -0" NORTH Scott S. Turnipseed, AIA arch9t�[ure corrstru�llon � inteliorcleslgs� Ll .l LANDSCAPE PLAN �l Z M Q' O � N O n1 co O Uc0,'7, O v� - ; co •� O .• 0, U r N � ® } Q) O 0 U cn ap w >z 4 U N V) O Q• vi O O N U � � � U O m u � I Ll .l LANDSCAPE PLAN �l Z a Q' w � N O Q) co > ® C) w J 4 w >z I O N Ll .l LANDSCAPE PLAN �l Q Q) co J m N m N N Ll .l LANDSCAPE PLAN �l I I I I - J I I T / / / / / I / / / --------------- - - - - I I I I I I - -- - - - - -- --- - - - - -- I II - --- - - - - -- ---- - - - - -- HINKLEY 1542BZ NEWEL MOUNT FIXTURE (FULL CUT -OFF) 8' -9" ABOVE GRADE HINKLEY 1805ESDS I WALL MOUNT FIXTURE I I (IDA APPROVED) 15' -3" ABOVE GRADE I I 1 \ \ \ \ - - - - - -- ------------ - - - - -- \ - - - - - - - ------------ - - - - -� HINKLEY 1542BZ _ _ _ \ NEWEL MOUNT FIXTURE I F —1 (FULL CUT -OFF) 8' -9" ABOVE GRADE I I I I \ I I I I I IT I I I I I I II I I I� HINKLEY 1805ESDS I I \ \ WALL MOUNT FIXTURE (IDA APPROVED) 7' -3" ABOVE GRADE I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � j I j I I I L j I I I I I I I I I I I I I II I I F I I I \ I I I I I I I I I I I I I I I I I I I I I I I I ■ HINKLEY 1805ESDS I L (IDA APPO FIXTURE ROVED) CID I 6-9" ABOVE GRADE I I I I I I 1H 1� LLL---- I I ------------- ------------- II I I I I I I ------ - - - - -- ------ - - - - -- ------------------ -------- - - - - -� 0 ❑ I -------------------- --- - - - - -- ----- - - - - -- - - - -- - _ HINKLEY 805ESDS WALL M UNT FIXTURE — — — — — — — (IDA APP OVED) HINKLEY 1805ESDS 6 -9" AB VE GRADE WALL MOUNT FIXTURE — — — — — — — (IDA APPROVED) 8' -9" ABOVE GRADE *y � SECOND LEVEL EXTERIOR LIGHTING PLAN SCALE: 1/4" = l' -0" *D NORTH Scott S. Turnipseed, AIA architecture aor�str�csion � interior�esigt� Q c") Q � a� 10 � IL O � N O N 00 O 0' V) 00 Q ° .� N w Q' U r N 015 } O 0- U cn ap 4­1 C14 cy? . U N VV O o• ~o N U Q � � U O �- m U V) L201 SECOND LEVEL EXTERIOR LIGHTING c") a� Z � IL w � N O N 00 O O N J o ~o N L201 SECOND LEVEL EXTERIOR LIGHTING c") a� IL Q N 00 O J m m Q� N N L201 SECOND LEVEL EXTERIOR LIGHTING LJ/ R THIRD LEVEL EXTERIOR LIGHTING PLAN SCALE: 1/4" = 1 -0" VN NORTH Scott S. Turnipseed, AIA architeeture I construction I imer udesigti Q 10 � � o � N O n1 co O O v� �; 04 Q ° C O w o, U r N 05 } C W O 0- O U cn c'? ap N N cy? U N cn O o• ~o N U } Q � o U M O '- m U V) L2.2 THIRD LEVEL EXTERIOR LIGHTING zo IL w � N O Q) co TT� O > F-� W J 4 ~o N L2.2 THIRD LEVEL EXTERIOR LIGHTING IL Q Q) co O J m m Q� D N N L2.2 THIRD LEVEL EXTERIOR LIGHTING c: I a n ai 0 _M Q or N; 0 c i rn a: I 0 01 C- RAIL ROAD TIE WALL FLOWLINE OF CONCRETE PANS .SEWER MANHOLE 8148 RIM ELEV. = 8148.7' _ O _ INV ELEV. = 8139.4' ROJECT BENCHMARK) 8148.2' + _ 8149.8' SURVEYOR'S CERTIFICATE LOT 3 r � a FOUND # 3 REBA ft N CID 00 w� .N z I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. �P� 0 R E Cis/ o NT Bi F d�jd8 /20vcg v DATE:-- - - -o�- ----------------------------------- NT BIGGS LORADO P.L.S. No. 27598 %AL L ANDS .'OR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. ELECTRICAL METER CTV PEDESTAL SEWER MANHOLE RIM ELEV. = 8131.4' INV ELEV. = 8121.2' E 8132 S ` 8152.4' \ \ \ \ \ (150 \ \ \ \ \ \ 8155.3' \ / \ EDGE OF ASHPALT UNPLATTED \ \ 8157 8157.9 .1' \ WATER VALVE (TYPICAL) \ \ \ \ \ \ \ \ \ \ 8157.8' \ \ \ \ \ \ \ \ 1 FLOWLINE OF DRAINAGE DITCH x FINISH FLOOR GARAGE - 8151.9' 1ul / FOUND SPIKE / \ TELEPHONE_ I /_ \PEDESTAL _ RIDGE HEIGHT 8180.6' Q) _ �• / RIDGE HEIGHT 8178.9' � / o GRAPHIC SCALE J m 10 0 5 10 20 � m OO IN FEET) ry � 1 inch = 10 ft. / o� MAIN LEVEL UNPLATTED FINISH FLOOR 8161.7' I / I INVERT�18" R.C.P. FL = 150.1' I / I I INLET GRATE ELEV = 8158.4' INVERT 18" R.C.P. = 8150.9' GENERAL NOTES: 1 DATE OF TOPOGRAPHY: JUNE 29, 2000. ADDITIONAL LOCATES APRIL 2, 2013. 2 PROJECT BENCHMARK: SEWER MANHOLE, LOCATED NEAR THE SOUTHWEST LOT CORNER OF LOT 2, RIM ELEVATION = 8148.7, INVERT ELEVATION = 8139.4 (SEE DRAWING). 3 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. V269402 -2, DATED MAY 22, 2000, AT 5:00 P.M.. 4 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 178.3' L � / Cb //, / \ \ \ 138 / / SILT FENCE ACTS /S- LIMITS OF DISTUP<BANCE 1 A) p00� // p- X8137 �� / o — / Sb� 8136 `DRAINAGE FL W LY�IE, TYP. 8137.5 — / - - - -- / �/ / / / / / EAVE EL,. 68 -1" / 8138 X � / / I -EAVE EL: 69' -3" / SEWER LINE PER / / / SECTION 701.31PC / SEWER IANHOLE / _ / 8136 / A RIM E EV. = 8131.4' INV LEV. = 8121.2' / / / / / / / RIDGE 8175. CTV PEDE EAVE 1 ab `b / C;?, 6/ ' EL: 65 I / T.O. SLAB 9 FIRST LEVEL: ' I / ELE/ CTRICAL MO ETI E R / A1 / N / T..O . I I S•/U• � BF OR @ SECO I / , UBF LOOR @THIRD / EXISTING GRADE / 8134 / / GE ROOF LI w > / RID / 8136 AB IRS 813 .0 `° / ( \10 LOOR E\ / 814t. 00 / \ T \ t BFLOOR @ y EV 810 Lu ZOO/ .8134 3 I Lu '. I I I AVE EL: 65' -6" 71 I �I� 68'- 8136 \ 813 \ \ \ \ Q ww - \ w 1 - 8138 \ 8140 ` \ 8142 8140 T6 \ \ \ _ \ 328° \ 8142 RED SANDSTONE \ \ VALLEY ` EXISTING GRADE \ I S TO RE AIN, TYP.�i ROPOSED GRADE, TYIP. ` w EXISTING G DE \I TO BE MODI IED, TYP. �\ I ` I SILT FENCE AVTS AS LIMITS OF DIS URBANCE I/ 8144/ I 00 / Co W db C0 1 C � 8140 �/ �\ L �� \ - BOULDER R AIf�ING 4' -0" HIGH MA . \ 8148 i` \TOWER Vv� 8151 W. 147.33 FLOWLINE FOR EXISTING STONE LINED SWALE 'II / EXISTING STONE BULKHEAD EXISTING 18" CULVERT iTING CURB AND GUTTER DRAINAGE INLET GRATE W. 8151 � a •W• 8148 gyp / • EXTENTS OF EXISTING OOH 8156 �` \ CURB AND GUTTER J6 �b WATER VALVE\ \ DRAINAGE FLOW LINE �� S� NEW CURB AND GUTTER EDGE OF PAVEMEN�\ BOULDER RETAINING WALL \ 3' -0" HIGH MAX. / O 152 — StWIT IN R�WMELTED DRIVEWAY IGHT -OF -WAY ON S ERATE ZONE MARKED R.O.W�T CONTROL BOX CONCRETE PAN", W/ 2" INVERT \ _—TIE -IN TO EXISTING CONCRETE PAN Delta = 7 °38'24" \ R= 525.00' T= 35.05' \L= 70.00' CH= 69.95' CB= N71 °49'23 "W Department CAL TRANFORMER LECTRICAL PEDESTAL SITE & GRADING PLAN SCALE: F'= 10' -0" NORTH Scott S. 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DRIP IRRIGATED MULCHED BEDS WITH TREES, SHRU S, & PERENNIALS, TYP. BOULDER RETAINING WALL \ S -0" HIGH MAX. OPO � DESIGN REVIEW BOARD APPROVAL OF VA Date:05/30/2013 Development Planner: Joe Batcheller Department LAN DSCAPE PLAN SCALE: V= 10' -0" NORTH Scott S. Turnipseed, AIA ar�hi€scture cvnstnlcUgn � il�liarc�slgn Ll 91 LANDSCAPE PLAN 00 �7 M//•� O co O � � N O W 0 0 TT� a C O co OF, •— c O W 0, U r N 015 ® } (1) O 0 U cn ap w i >z CN Z N V) O 011 I O 1L N U Q �C � � U L � O m u _ I W Ll 91 LANDSCAPE PLAN 00 �7 O w � � N O Q) co o TT� - / N ® p a w J (/j 4 w >z Q Z I O N �C O Ll 91 LANDSCAPE PLAN 00 Q � Q) co o J (/j Q Z �C O L � m 1 W m m N N Ll 91 LANDSCAPE PLAN LJ/ R IGN REVIEW BOARD APPROVAL :05/30/2013 ner: Joe Batcheller THIRD LEVEL EXTERIOR LIGHTING PLAN SCALE: 1/4" = 1 ' -0" VN NORTH C��67 Scott S. Turnipseed, AIA architeeture I construction I imer udesigti Q 10 � � 00 o � :2 N O n1 op O O v� �; 04 Q ° o C O w o, U r N 05 ® } C W O 0- O U cn c'? ap w N N cy? Z U N cn O o• ~o N C- U } Q � o U C� L M O m U V) W L2.2 THIRD LEVEL EXTERIOR LIGHTING zo IL Q w � :2 N O Q) op O TT� O o > ® F-� O W w 4 w >z < Z ~o N O L2.2 THIRD LEVEL EXTERIOR LIGHTING IL Q Q :2 Q) op O O o < Z O C� L � m 1 W m m a� Q!f D N N L2.2 THIRD LEVEL EXTERIOR LIGHTING