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HomeMy WebLinkAboutDRB150022 Plans ApprovedApproved by the Design Review Board By Joe Batcheller at 5:04 pm, Feb 24, 2015 TOWN OF VAIL FOUND A No. 5 REBAR WITH A 1 v2" ALUMINUM CAP P.L.S. No. 30091 DECIDUOUS TREE N 32038'40" W - 52. 0 PHONE conc. swat N 32038'40" W - 99. SEASONAL CREEK BED 8609 '5 2.0' DIA. 0V INV, IN = 860N INV, OUT =8607 N 32038'40" W - 46. TOP OF BANK EVERGREEN TREE EDGE OF ASPHALT DRIVE 11 FOUND A No. 5 REBAR WITH A 1 1/2" ALUMINUM CAP P.L.S. No. 30091 main floor overhang 70, '0"' .70, (b DRAINAGE EASEMENT (RECEPTION No. 105077) i\_OUTLINE OF I <''<_>'' BUILDING @ GROUND CANTILEVER 2 -GAS METERS A lower fir. conc. slab elev. 8610.0 CANT. PORCH & STEPS TIMBER PLANTER p ter to be removed an rea paved LOT 5A 0.2976 ACRES 12,962 SQ. FT. 1 5074 A MAIN GORE DRIVE ;- ) (3) serviceberries 0 BEMI new deck ,above bedr'm addition FA ON* 77,> 00, FOUND A PLAIN No. 5 REBAR LOT 6 4— N, FO)AP/No, 5 REBAR WITH A 1" PLASTIC CAP '-,P.L.S. No. 26626 /110\,^ f / / / / / / / / f f / / FOUND 110\ - FOUND P,LAIN No. 4 REBAR GRAPHIC SCALE 1Q 0 5 10 20 (IN FEET) 1 inch= I Cit. Benchmark lower level floor slab = 8610.00 40 NOTES I Provide fence and erosion control (straw wattle) along east bank of drainage. 2. Construct new 24" wide concrete swale at street -to -driveway intersect go- TOTS a ro- TAM WIN, I I Enclosure of open space to right of entry 2. Addition of garage to west of existing garge stall with living space above new garage. 3. New deck on back of house. 4. New roofing 5. Demo entry crib steps and planter reconstruct steps in conc. A MUM 3�= date: 2.4.15 DRB rev. sheet no. A-] *I r"Affm imll "— P-.1rin Approved by the 0Design Review Board TOWN OF VA j L By Joe Batcheller at 5:04 pm, Feb 24, 2015 I so L c A-4.1.1 A-4.1.2 A-4.2.1 I I I I I � t lower floor plan 743 s.f. 1/4" = V -o° 589 s.f. (garage) 90 F1 t im 1 • • � date: 2.4.15 DRB rev. A-2.1 Approved by the Design Review Board TOWN OF VAIL " By Joe Batcheller at 5:04 pm, Feb 24, 2015 Ii A-4.1.1 A-4.1.2 A-4.2.1 A-4.1.1 t revisions: 1.2.15 prelim 1.26.15 DRB 7#102331= . . i. i : ~ A-2.2 r o Cc .. s s g IL revisions: 1.2.15 prelim 1.26.15 DRB 7#102331= . . i. i : ~ A-2.2 Approved by the 0Design Review Board TOWN OF VAIL II - By Joe Batcheller at 5:04 pm, Feb 24, 2015 A-4.1.1 A-4.1.2 j i I I I j I I I I I I I I I I I I I I I I I I i I I i I I ( A-4.1.1 A-4.1.2 A-4.2.1 upper floor plan 688 s.f. 1/4" = V-0" HIM 190 F1 revisions: 1.2.15 prelim 1.26.15 DRB project: 1404 A-2.3 Approved by the Design Review Board ��� By Joe Batcheller at 5:04 pm, Feb 24, 2015 cn N 4- O Lo N C C, 0 C c i� M A-4.1.2 A-4.2.1 i I I j 24'-0" I � I I � I I � I I � I I � I I � I A-4.1.1 A-4.1.2 A-4.2.1 lower floor plan 725s.f. 1/4" = V-0" 589 s.f. (garage) n north GRFA CALCULATIONS 70 o Q1�- W4) 00- 0 U oQ L •Q U '•�� > ti 4� o Q1�- d) U revisions: 1.2.15 prelim 1.26.15 DRB project: 1404 date: 2.4.15 DRB rev. sheet no. A-2.1 Rn revisions: 1.2.15 prelim 1.26.15 DRB project: 1404 date: 2.4.15 DRB rev. sheet no. A-2.1 Approved by the Design Review Board TOWN OF L By Joe Batcheller at 5:04 pm, Feb 24, 2015 A-4.1.1 A-4.1.2 A-4.2.1 I I I I j j �a j I 24'-0" j Zoning: Two -Family Residential 4— o c I � I 113'-0„ i Allowed Site Coverage : 5, 227 sq. ft . 0 > I i j Existing Site Coverage: 1,606 sq.ft. oQ I j I j Proposed Site Coverage: 2,318 sq.ft. c,0 >> I � I I I j n1 o j Allowed GRFA: 7, 94 8 sq. ft. W o� Existing GRFA3 453 sq.ft. LO g : � q• M I I I Proposed GRFA: 4,454 sq. ft. °o . U I ; � I I East Side \ West Side I Existing Existing n�n1 N j j c W i I LL: 796 LL: 676 Q ML: 751 ML: 729 I UL: 499 UL: 586 6 j G: -300 G: -284 - I ............................. T:1,746 T: 1, 707 I East Side West Side N Proposed Proposed LL. 796 LL. 1314 8'-6' ML: 751 ML: 1262 W .,f....,� [� Q �r UL: 499 UL: 71772 G: -300 G: -589 1° W � T:1,746 T: 2,704 Q o o I w 0 0 2'-0" co o W� east unit Z�o -1 r pwd r. ------------ --------------- m I I I A-4.1.1 A-4.1.2 A-4.2.1 main floor olan n north GRFA CALCULATIONS revisions: 1.2.15 prelim 1.26.15 DRB project: 1404 date: 2.4.15 DRB rev. sheet no. A-2.2 Approved by the 01Design Review Board TOWN OF VAIL ` By Joe Batcheller at 5:04 pm, Feb 24, 2015 A-4.1.1 A-4.1.2 A-4.2.1 I � I j I • 7C) o N -W I I � I o- I � I I j �° .> j I j I I c� 'a 0 j -�— I >> I I I o Pr coo CF) toRe •— j I 0 I I I � j � j I I � j A-4.1.2 I I I I I I I A-4.2.1 upper floor plan 717 s.f. 1/4" = V -o" n north GRFA CALCULATIONS revisions: 1.2.15 prelim 1.26.15 DRB project: 1404 date: 2.4.15 DRB rev. sheet no. A-2.3 Rn revisions: 1.2.15 prelim 1.26.15 DRB project: 1404 date: 2.4.15 DRB rev. sheet no. A-2.3 Approved by the Design Review Board TOWN Of VAIL By Joe Batcheller at 5:04 pm, Feb 24, 2015 )er floor axisting siding int color M upper floor _, - lower floor W11 North Elevation 1/4" = F-0" West Elevation 1/4" = V-0" revisions: 12.12.14 prelim 1.26.15 DRB 7#w=ZMEM,j date: 2.4.14 DRB rev. I Approved by the Design Review Board TOWN OF VAIL" A-4.1.1 A-4.1.2 A-4.2.1 1/4" = V-0" revisions: 12.12.14 prelim 1.5.15 prelim 1.26.15 DRB Project: 1404 date: 2.4.15 DRB rev M I -TEM as C 0 "a @) — 0 0— C R Jc: revisions: 12.12.14 prelim 1.5.15 prelim 1.26.15 DRB Project: 1404 date: 2.4.15 DRB rev M I -TEM as moo. LOT 4 (PART) d / / DRAINAGE EASEMENT (RECEPTION No. 105077) tK / LOT 5A 0.2976 ACRES ' 12,962 SQ. FT. 600 / r� $�00 601 5074 A MAIN GORE DRIVE TOP OF8602.. / BANK 0 / 8603 /EVERGREEN 8604 TREE �6fl4606 8605 / p 860 8608 / 00 / SEASONAL EVERGREEN /• f CREEK BED �6� 05 f TREE /./ \-OUTLINE OF j BUILDING 0 GROUND { 1 / 1660 6 x860 .1 CANTILEVER / DECIDUOUS \ x8609. G / TREE / 8601 /� / \ 2—GAS METERS / CANTILEVER CLMN. / 8609.82 / /x8608.85 \ /— _EDGE OF PROPERTY LINE FOLLOWS ! / ASPHALT DRIVE \ CENTER OF PARTY WALL UPPER DECK FOUND A No. 5 REBAR WITH / A 1 P.L.S. CINUM ANT. No. 30091 1 // x8609. \, T. PORCH & STEPS f O PHONE P � �� 2� TIMBER PLANTER ACCESS EASEMENT O0, N 32°38'40" W - 52.66' �j �'b,�3 �• ' / � pp � 2.0' DIA. C.M.P \ INV. IN = 8608.9' INV. OUT =8607.9' > 1r. y' \ f N 32'38'40" W - 99.00' \ ' r N 32`38'40" W - 46.34'-" FOUND A No. 5 REBAR WITH A 1 1" ALUMINUM CAP P.L.S. No. 30091 LOT 5B 0.3023 ACRES 13,167 SQ. FT. 5074 B MAIN GORE DRIVE ( IN FEET ) 1 inch = 10 ft. A PLAIN No. 5 REBAR 06, LOT 6 06.. sy .9F. FOUND A No. 5 REBAR WITH A 1" PLASTIC CAP P.L.S. No. 26626 FOUND A PLAIN No. 4 NOTES: 1) DATE OF TOPOGRAPHY: 10/20/2014 2) BASIS OF ELEVATIONS: SEWER MANHOLE MH0180, RIM ELEV. = 8607.8', LOCATED AT INTERSECTION OF MAIN GORE DRIVE, UTE LANE AND BLACK BEAR. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. Iff SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, 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. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF GORE ! i y SURVEYING 9 30091 T 11/6/20 ••+ 14LLAt'�t C) 0 tn Q w U O U O Ie 0 v ' 1< Cwi x"5 Q0. / r0 00, / / DRAINAGE EASEMENT (RECEPTION No. 105077) tK / LOT 5A 0.2976 ACRES ' 12,962 SQ. FT. 600 / r� $�00 601 5074 A MAIN GORE DRIVE TOP OF8602.. / BANK 0 / 8603 /EVERGREEN 8604 TREE �6fl4606 8605 / p 860 8608 / 00 / SEASONAL EVERGREEN /• f CREEK BED �6� 05 f TREE /./ \-OUTLINE OF j BUILDING 0 GROUND { 1 / 1660 6 x860 .1 CANTILEVER / DECIDUOUS \ x8609. G / TREE / 8601 /� / \ 2—GAS METERS / CANTILEVER CLMN. / 8609.82 / /x8608.85 \ /— _EDGE OF PROPERTY LINE FOLLOWS ! / ASPHALT DRIVE \ CENTER OF PARTY WALL UPPER DECK FOUND A No. 5 REBAR WITH / A 1 P.L.S. CINUM ANT. No. 30091 1 // x8609. \, T. PORCH & STEPS f O PHONE P � �� 2� TIMBER PLANTER ACCESS EASEMENT O0, N 32°38'40" W - 52.66' �j �'b,�3 �• ' / � pp � 2.0' DIA. C.M.P \ INV. IN = 8608.9' INV. OUT =8607.9' > 1r. y' \ f N 32'38'40" W - 99.00' \ ' r N 32`38'40" W - 46.34'-" FOUND A No. 5 REBAR WITH A 1 1" ALUMINUM CAP P.L.S. No. 30091 LOT 5B 0.3023 ACRES 13,167 SQ. FT. 5074 B MAIN GORE DRIVE ( IN FEET ) 1 inch = 10 ft. A PLAIN No. 5 REBAR 06, LOT 6 06.. sy .9F. FOUND A No. 5 REBAR WITH A 1" PLASTIC CAP P.L.S. No. 26626 FOUND A PLAIN No. 4 NOTES: 1) DATE OF TOPOGRAPHY: 10/20/2014 2) BASIS OF ELEVATIONS: SEWER MANHOLE MH0180, RIM ELEV. = 8607.8', LOCATED AT INTERSECTION OF MAIN GORE DRIVE, UTE LANE AND BLACK BEAR. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. Iff SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, 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. SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF GORE ! i y SURVEYING 9 30091 T 11/6/20 ••+ 14LLAt'�t C) 0 tn Q w U O U O Ie 0 v ' 1< Cwi x"5 C) 0 Q w U O U O