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HomeMy WebLinkAboutDRB140223 Plans ApprovedBUILDING ANALYSIS UNIT A: FLOOR ELEVATIONS LOWER LEVEL - 8374' -0" MAIN LEVEL - 8384' -0" ENTRY LEVEL - 8385' -6" GARAGE - 8385' -5" UPPER LEVEL: BRIDGE - 8395' -6" UPPER LEVEL: MASTER - 8395' -0" UPPER LEVEL: GUEST RM - 8396-6" UNIT B: FLOOR ELEVATIONS LOWER LEVEL - 8359' -6" MAIN LEVEL - 8369' -6" GARAGE - 8369' -5" UPPER LEVEL - 8380' -6" ROOF ELEVATIONS: A- 8409' -9" T.O. PLYWD. B- 8408' -1" T.O. PLYWD. C - 8403' -9" T.O. PLYWD. D- 8403-3" T.O. PLYWD. E- 8400' -1 2" T.O. PLYWD. F- 8395' -6" T.O. PLYWD. G- 8409' -0" T.O. PLYWD. H- 8383-8 ": DECK MAIN LEVEL I - 8408' -6 ": STONE TOWER J - 8395' -10" T.O. PLYWD. K- 8390' -10" T.O. PLYWD. L - 8381' -6 ": ENTRY ROOF M - 8395' -2" T.O. PLYWD. N- 8388' -0" T.O. PLYWD. o - 8381' -0" T.O. PLYWD. P - 8385' -7 2" T.O. PLYWD. Q - 8369' -2 ": DECK MAIN LEVEL ZONING ANALYSIS LOT SIZE: .392 ACRE / 17,075 SQ. FT. ZONING: TWO FAMILY RESIDENTIAL 15' SIDE 15'REAR BUILDING HEIGHT: 33' SLOPED ROOFS 30' FLAT ROOFS U) SITE COVERAGE: SITE COVERAGE ALLOWED: 3415 SQ. FT. (20% OF LOT SIZE) LO PROPOSE � 3415 SQ. FT SNOW STORAGE: UNIT A DRIVE: 30% OF 939 SQ. FT. DRIVEWAY (ADD 46 SO. FT.) 985 SO. FT. REQUIRED: 296 SO. FT. PROPOSED: 318 SO. FT. ME UNIT B DRIVE: 10% OF 1139 SO. FT. / SNOW STORAGE (ADD 86 SO. FT.) 1225 SQ. FT. REQUIRED: 123 SO. FT. PROPOSED: 200 SO. FT. LANDSCAPE: 'v REQUIRED: 10,245 SQ. FT. (60% OF LOT SIZE) PROPOSED: 11,450 SO. FT. (67% - MINUS BUILDING & DRIVEWAYS) (SEE SHEET A0.2) HANDSCAPE: 1360 SQ. FT. (12% OF LANDSCAPE: PATIOS, DECKS) ALLOWED: 67Tt-SQ. F PROPOSED: 6,430 SO. FT. (S SHEET A0.5) GARAGE: ALLOWED: 1,200 SO. FT. (ENCLOSED GARAGE SPACE UP TO TWO PER UNIT) PARKING PER UNIT: 4 SPACES: 2 ENCLOSED / 2 SURFACE i / 8376.9 LIMY LIGHT POLE - DIS' LINE 8374, 5 O I \ FIRE HYDRANT 90 "�� WA TER VAL VE a I (PROJECT BENCHMARK) SEWER MANHOLE MH 072 RIM ELEVATION = 8367 INVERT ETEVATION = 8357 I � 8371.9 -} LIMITOF DISTURBANCE I LINE 1 BUILDING CK 8370.6 I Co 8 CD W 1 6 1 jS 8369.1 -� SNOW 1 STORAGE 1 200 SO. F 1 / 1 I � ADDRESSI BOULDER - W/ LIGHT _ A ' 4FT CONC PAN PER w TOV m y The concrete plan shall remain unheated. 114 / 7-� 8 / I I / / O 8362.7 to �0 of 67 �Q G 1z � VIEWS ROCK OU TCROPPINC Q z �F 8359.8 EDGE OF ASPHAL T 8358.4 / N25:2454 "E y 2. 11' - 8379.9 8381.8 �O 8 S /GN � � � _ _ 8383.4 ADDRESS y BOULDER W/ LIGHT / SIGN �i r 8. a RQ�J 4NCE l S EDGE OF ASPHALT FT. 8385.8 GTV -- 6„ PEDESTAL ,� �- -- 8386.3 o Gam:-,• n '' LJ . . "W i i FOUND No. 4 REBAR WITH BLUE PLASTIC CAP O L S No. 95296 � h spy EL EC TRIC - TRANSFORMER s \sue, 8357.2 --J �s 1P SEWER MANHOLE MH 0780 RIM ELEVA TION = 8J57.5 \ s INVERT (N) = 8344.3 IN VER T (S) = 8343.9 INVERT (E) = 8344.2 �WPO EE i off. b- BUILDING SETBACK n.lx I- STONE VENEER- ETAINING WALL T. 68' B.O.W. 11 M \V� I\ - LIM DIS LIN2 LOT 9 RELOCATE BOULDERS FOR RETAINING WALL T.O.W. 85.5' B.O.W. 82' Ai i_ *9_ _ z_ _ LOT /0 / LIMIT OF 10 0 5 10 20 aJY2 AQPES DISTURBANCE XX 8007H F US COW LINE (ni p) 1 Inch - 10 rL PA TH Qs, Design Review �6 0 2�3 Staff Approval 66? TOWN OF VA I L & By Warren Campbell at 7:12 am, Jun 19, 2014 ��4iTr 00 SITE PL-AN s� FOUND No. 4 REBAR 1 10 WITH 9%2" ALUMINUM CAP L. S. No. 6844 — s� ROOF PEAK 8407.5 +_j U U) N LO CV I- T Ln CO CV 0 .� v 0 T T y, 0 OoU CCU 0 0) CO Q - O O C) 0) (7) 5 4-a +_j U U) — N O T LL C3 Q Z Cc J 0 OoU LL 0 Or CO J O `'M) PROJECT: 1209 DATE: 11.05.12 REVISIONS: DRB 11.12.12 11.21.12 DRB 12.10.12 01.02.13 PERMIT 03.14.13 06.15.14 SITE PLAN A0.1 EXISTING TREES 7 6 DENOTES EX /STING DECIDUOUS TREES W/TRUNK DIAMETER 6" DENOTES EXISTING TREE TO BE REMOVED - 56 ASPENS PLANT SCHEDULE Symbol COMMON NAME SCIENTIFIC NAME COUNT (D - - - - QUAKING ASPEN SIZE POPULUS TREMULO /DES 22 - SINGLE TRUNK 2 "- 3" CAL. S---- RUSSIAN SAGE PEROVSK /A ATR /PL/C /FOL /A 21 5 GAL 0 LAVENDER LAVANOULA AUGUST /FOL /A 20 1 GAL ®i ------ SNOW IN SUMMER CERAST /UM MOMENTOUS 14 1 GAL Q - - - - CORAL BELLS HEUCHERAS 8 1 GAL 0 0 (SANGU /NEA, ETC.) It /0 0) 0(.) T WILDFLOWER MIX 1000 SO, FT. M Q POPPIES ESCHSCHOLZ /A CLA/FORNICA O : c) LARKSPUR CONSOL /DA AMBIGUA O MOUNTAINPHLOX LINAN THUS GRAND /FL OR /S M0 r ASTER MA CHA ERA N THERA SPP. CO BLUEBELL PHACEL /A CAMPUNULAR /A PENSTEMON PENS TEMON (PRA /R /EFIRE) NA T/VE GRASS MIX 4800 SO. FT. + + + + i + + + + CRESTED WHEA TGRA SS AGROPYRONCRISTATbM BIG BLUES TEM ANDROPOGON GERARD// SIDEOATS GRAMA BOUTELOUA CURT /PENDULA BLUE GRAMA GRASS B. GRAC //S LITTLE BLUESTEM SVH /ZACHYR /UM SCOPAR /UM SYN. ANDROPOGON SCOPAR /US PRAIRIE DROPSEED SPOROBUL US HETEROLEPS /S LANDSCAPE NOTES: 8379.9 _/_ 8381.8 v�jOO i 8376.9 - 8 SIGN b 8383.4 T / f \ rib• Q J / R L /M /TO SIGN LIGHT POLE DISTURBA LINE 8374.5 O / / 15" EDGE OF ASPHALT da i „ i RS 6" „ 6 a385.a CTV I RS 6 PEDESTAL H �- -- 8386.3 FIRE HYDRANT � �\ � � WA TER VAL VE 6„ R L + + + 6„ - — _ + + 3t4 + ++ + + + + + ++ ++ II� � ---- - - - - -- t 8371.9 — T -- -� \ / + + 1 1 LIMIT OF 1 + + + + + + DISTURBANCE —6'� j + ++ + ++ + + ++ LINE I 6 + +' I - 61,1 + + ++ I � <(�,, BUILDING � � 8370.6 - - H 6" + + + + + I 12" L + + + H 6" \ + / + VEGETATI Q L 6" \ + + ++ + ++ + + 6 ' PROTECTION 3= RS L / 1 + + + + + + + + ONE, TYP (D RS I 8 + + A++ + + + + + °f RS + + RS + .... + + + 1 \ + + + + 8,09.1 � + + + + + VEGETATION PROTECTION ZONE, TYP. (PROJECT BENCHMARK) I + + + + + VEGETATION PROTECTION SEWER MANHOLE MH 0720 I / + + ++ + + + + + +�+ + + + + ++ ZONE, TYP. RIM ELEVATION = 8.367 7 + + + + + + +� + + INVERT ELEVATION = 8357 I \ ++ + + + + + + ++ + + ++ + ++ ++ + + + J + + + + + + + + + + 2" + + + +++++ + ri'r7.7 + + + + + + + + + + 8r" / + + + + + L + + + + + + + / + ++ ++ + ++ L /M, + + + + + ++ D/S \ + + + LIM + + + + + + + + S L + + + Cb 6' + + H RS L 6„ a8 +++++ + 6- + + kt + } 64 \\ + + + + + + + + t + + + + D( + + AIL) + + + + + \ + + + + + + + + + + + 10„ / + + + ALL AREAS DISTURBED SHALL RECE /VE REVEGETA T /ON SEED /NG W /TH NA TURAL GRASSES AND WILDFLOWER SEED MIX +++++++++++++ + + + + + I ++++ + - PROVIDE HAY COVERA TALL SEEDED AREAS / + + + + + + + t + + + + + + + + + + + VIEWS ROCK QUTCROPP/ C S ) � Z W � + + + + + + + + + + + \1 / + + + + + + +++++++ + + + + + +++++ + + + + + I + + + + + + + + + \ + + + y .. + + + + + + + + + + + + + ++++++++++ + + + + + + + + + + + + + + + + ++ + + + ++ + �� + + ++ + +++++ + L 0 T 9 + + + + + ++ + + + + + + + + + + + + ++ + +++ + + + + + + + + + + + ++ + + ++ 8362.7 + + + + + + + + + + + + + + + + m + + + + + + + + + + + + + 3 / + + + + + + �+ + + + + + + 1 ' + + + + +++++ + + + + + + + + + + + + + + + + + + + + + ++ + + y + + + + + + + ++ + ++ + / 1 + + + + + + + + + + + + + ++ - + ++ + + + + + + + + + + + ++ ++ + + + + + + + + + + + + + + + + + + + + + w lQ + + + + + + + t + + + t + + + / <� + + + + + + ++ + + + + + + + + + + ++ + ++ O + + + + + + + ++ + + + + + + + + + + + ++ + ++ + + + + + + + + ++ + + + + + + + + + + ++ + + ++ + + + + + + + + + + + + + + + + + + + + + + + ++ + ++ + + + + + + + + + + + +t + + + + + + + + + + + + ++ \ ++ / T + + + + + +t + + +t + + + + + + + + + + + + + ++ + + ++ 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... t + + + t + + + + + t + + + t + + + + + + 0 TT 30" + + + + + + + + + + + + + + + + + ++++++ + + + + + + + + + + t + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.. I..... + + + + + + + + + + + + + + + + + + + + + + ++ J m +++++++ �++ + + + + + + + + + + + ± + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++ 83 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + L+ + + K + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + EDGE OF ASPHAL T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + t + + + + + + + + + + + + + + + + + + + + + HYILDINC# + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + IET�A + + + + t + + + + + + + + + + + + + + + + + + t + + + + + t + + + t ,+ + + + + + t + + + + + t t + + + t + + + + + + t + + t + + + + t + + + + t t + t + + + + + + + + + + + + + + + + + + + + + + + + t + + + t + + + + + + + + + + + + + + + + r 1/ 8 " + + + + + t + + + + c, + + + + + + + + + + + + + + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + L O l I LIMIT OF 1V25 24 'S4 "E + + + + + + + + + + aJY2 ACRES DISTURBANCE + + + + + + + + + LINE 2 „' + + + + + + + + ADiRES� J= B007H F CO Rr + +� + + ++ FOUND No. 4 REBAR i + + t + *t� + + + \ WITH BLUE PLASTIC CAP + + + + + 1* +` + + y L. S. No. 15296 I ++ + + + + + + ++ \ ELECTRIC + + + + + ++ sue\ T RMER / + + s� I s 8357.2 --/ PA TH �o ,o �s� 1 �4) NESCAPE PLAN SEWER MANHOLE MH 0780 \ sFy 6"j 1 10 RIM ELEVA RON - 8357 5 00 IN VER T (N) = 8344.3 IN VER T (S) = 8343.9 INVERT (E) = 8344.2 \ \\ \ sue\ FOUND No. 4 REBAR \ s WITH 1 %" ALUMINUM CAP \ �\ L. S. No. 6844 sue, GRAPHIC SCALE ( IN PZNT) 1 inch - 10 & Design Review Staff Approval TOWN OF VA f L - By Warren Campbell at 7:12 am, Jun 19, 2014 ROOF PEAK 84075 0 ti In N 00 N LO N f_ T LO (D N Q .� V 0 T 00 T /OTC y, 0 0 ® It /0 0) 0(.) T M Q - O O : c) 0) O _U O 0-4-- M0 r CO U) N 4) L M 0 _1__j U) T LL (D Q zCC J 0 0 O 0(.) T M � J 0 < c) W M0 r PROJECT: 1209 D AT E: DRB 12.10.12 REVISIONS: 01.02.13 PERMIT 03.14.13 06.15.14 LANDSCAPE PLAN A0.2