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HomeMy WebLinkAboutDRB140070 Plans ApprovedSTEVEN JAMES KH-DEN P-0-S l O 1 1 I I l•> 0 V\ I L 9 C 0 o 8165 ,; 97 O� 3 2 8 045 8 INSTITUTE OF ARCHITECTS MEDLEY REM D F--.j OL 0 Design Review Staff Approval TOWN OF VAIL" By Joe Batcheller at 4:20 pm, Apr 10, 2014 LEGAL DESCRIPTION OF PROPERTY LOT 11A, BIGHORN SUBDIVISION 4TH ADDITION VAIL, COLORADO CODE AUTHORITY: INTERNATIONAL RESIDENTIAL CODE 2009 JURISDICTION: VAIL COLORADO CONSTRUCTION TYPE TYPE V ZONING: TWO FAMILY (R) LOT 11A, BIGHORN SUBDIVISION FOURTH ADDITION TABLE OF CONTENTS 4444 STREAMSIDE CIRCLE VAIL, COLORADO 81658 MARCH 24, 2014 (DRB) TOPOGRAPHIC SURVEY SF1 SDI SITE DEVELOPMENT PLAN SF2 L I LANDSCAPE DEVELOPMENT PLAN SF3 Al LOWER LEVEL FLOOR PLAN SF4 A2 MAIN LEVEL FLOOR PLAN A3 UPPER LEVEL FLOOR PLAN A4 SOUTH/WEST BUILDING ELEVATIONS .. 0 N N L U L SITE COVERAGE LOWER LEVEL GRFA / BELOW GRADE MAIN LEVEL GRFA UPPER LEVEL GRFA 15 LJ W 1--1 I--�I W H M--�I W O I--I h ^—I H^ H O O I—I I--I Q O O W Q O W W Q W SURVEYOR'S CERTIFICATE I, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that „tkr�•rsyr fey is accurate and correct to the best of my knowledge. `�,•rQ �+ €iFl„��,�. Colorado ��?? + �lti • Date: +marl ' m" .0 DECK I la 0.7' 3' BOUL( (TYP.) / 0 N � � 1 1 � 59.6 EDGE OF ROAD \ � 61,3 3' 59.4 O SEWER MH \ 1 •5' MEAS. RIM EL= 6461.4' o.s 0.2' 0.2' Sl , 61 + 61.3 +59.2 ASPHALT DRIVE 0.5' 0.3' 0' 6, 0.4 WATER VALVE 9.1 a ° a . a CONC. 'SLAB 8459.2' M GARAGE SLA \ 59.1 59.2 LOT 11A 0 1987 AC NOTES: > a4ss.s' o 0$ 10 20 30 \ 8455 O O 129. DECK x 1) DATE OF SURVEY: 10/21/13 (TYP LDER / 8460.4' SEWER 2) LAND TITLE GUARANTEE CO. POLICY N0. V50031468 DATED 7/21/2011 7 ENTRY F kO.7' sN. c�F 15, (30 61 2 •O� LOT 4 FOREST GLEN 83cox CO' WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. • 6.4 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ^� 0• ' PEAK ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS \ EL 8483.8' 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 THE CERTIFICATION SHOWN 00.2' \ N HEREON. �O 2 STORY WOOD SIDED 1/2 DUPLEX ' PEAK POSTED ADDRESS: 4444 STREAMSIDE CIRCLE EL= 8477.2' ,cv 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE LOT 106 � `��� 2 ` � o AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD 0 51.1 N BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND + \ R CK SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. FND #4 PLAIN REBAR � PATH \� CID WIT. CRN. / '\ Z LOT 11B 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EL= 8450.94' O. WOOD SIDING \, DIMENSIONS SHOWN WERE EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE 5.6 WALL LINE `� TAKEN TO WOOD SIDING /TRIM ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 55.3 8460.5' 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE N CRN L1 1 B/L12 0.4' �� ENTRY ^ 12 FOUNDAl10N WALL LINE AND A WITNESS CORNER REFERENCING THE S CRN L11A /10B. 8450 �� 's.s � s 50' STREAM 49 \� 55.3 55.1 SETBACK 7) BASIS OF ELEVATION: NATIONAL GEODETIC SURVEY BENCHMARK Y -280 NAVD88 WOOD �, ELEVATION = 8465.62'. / DECK DECK EL= �- 8460.2' DECK EL= 8) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN 48.4 xx 8459.2' 5.2 OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL /48.2 \ STAIRS 16.0 SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 9) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR / HIGH WATER LINE MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON 8455 FOR ADDITION DESIGN. / CO C 10 ) THE PLAT OF BSB DUPLEX SUBDIVISION RECORDED AT RECEPTION NO. 536353 SLA 1.5' WAS USED FOR THE INFORMATION SHOWN ON THIS SURVEY. APPROXIMATE LOCATION \ 1 1) 1 FOOT CONTOUR INTERVALS. 100 YEAR FLOOD PLAIN LINE - INTERPOLATED FROM F.E.M.A \ ��� 12) ROOF PEAK ELEVATIONS TAKEN TO TOP OF SHINGLES. / EAGLE COUNTY, COLORADO 1.0' / r_____08037C0493D INSURANCE STUDY MAP NUMBER DATED 12/4/2007 X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER 20.0' \ �+ 49.5 8450 20' PEDESTRIAN, DRAINAGE, & - - UTILITY EASEMENT - - - - %%. %%%. - - - A�� - - _ --t- so,l X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER 777 HIGH WATER LINE LOT 5 ' TOPOGRAPHIC SURVEY FOREST GLEN - _ 36.s2 -_ I 11T 11A 41199 HIGHWAY 6 & 24, EAGLE -VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 582.00' 00.,E 204.00' - \I LOT 4 FOREST GLEN It 0 N of �L a •I`9.5 O PHONE MH ' I I \ ELEC TRANS / '9r60' \ \ ASPHALT \ BUILDING SETBACK LINES DRIVE \ \ EDGE OF R / \ \ / O SEWER MH CMEAS. RIM EL= 8461.4' / ROCK / 61 +59.2/ ? ASP 8460 40, DRIVE DRIVE / \ / \ RO Oulz//Vt IN ) MEDLEY REMODEL 4444 STREAMSIDE CIRCLE VAIL, COLORADO 81657 SITE DEVELOPMENT STANDARDS GRFA / SITE COVERAGE INFORMATION _ / O ZONING: TWO FAMILY (R) OUTLINE \ 61 / / 61 0� ' O / '% SITE AREA = .1987 ACRES = 8,655.37 SQ. FT. IN \ J SITE COVERAGE = 20% = 1,731 SQ. FT. MAXIMUM EXISTING FLAGSTONE P TH \ O 26+, EXISTING SITE COVERAGE = 1,691.15 SQ. FT. LOT 10B TO BE REPLACED / :. S°�' / \\ p� PROPOSED SITE COVERAGE = 1,721.28 SQ. FT. 3' BOULDE 8459.2' \ I (TYP.) ) / GARAGE SLAB YVATER \ BUILDING HEIGHT: ALLOWED = 33 FT. / VALE / % \ PROPOSED (NO CHANGE) / / \ DWELLING UNITS: 1 DECK / 5' BOULDER f LOT 1 1 A (TYP.) O 0.1987 AC. / \\ E H U 0 ••'•r•••• -• \ � � DECK x \ SETBACKS: 20'-0" FRONT \ 55 / \ 15 -0 SIDE /REAR V � 4 � —� \ \'✓ TREES TO BE / / SEWER / E� ' \\ \ GORE CREEK 50' STREAM SETBACK RELOCATED (TYP / 6 1 cow \ FROM CENTERLINE. O UI COI NG l ROOF l \ \ 1 THIN PEAK RIOG \ FOUNDATION SUB SLAB SUMP, ��. / / EL- 8483.8' E \ INLET 8449' OUTLET 8453' LIMIT OF DISTURBANCE AND �OO/� 3 // �qp0� EROSION CONTROL FENCING �� / 3 / EL:�a772' �' LIMITED MACHINE TRAVEL co '� / \ R BEYOND THIS POINT � `�` �_ OOF R/D �o \\ GE \FND J4 PLAIN REBAR, �\ / RO T. 0. W. 8456'- 0" LOT 1 1 B \ \ WI EL= 8450.94' l e0/�F OUT O.W. 8452' -0" _ \ \ \ APPROXIMATE LOCATION ��� L °�T�Ne SINE MAIN LEVEL / \ \\ 100 YEAR FLOOD PLAIN LINE OUTLINE / \ INTERPOLATED FROM F.E.M.A Y �� 845 0 \ \ EAGLE COUNTY, COLORADOg \ INSURANCE STUDY MAP NUMBER 49 `\ \ 4ss• 3' 08037CO493D DATED 12/4/2007 \ 50'STREAM \ \ \ 48.4 \ \�� \� \ _� — SETBACK HIGH WATER LINE EROSION FENCE DETAIL \\ 48.2 84 0' 6 11 \ BUILDING SETBACK / / \ o� 8455 / \0 i EXISTING TREES TO BE REMOVED � ' 10'SETBACK \ \ OFFSET EXISTING FLAGSTONE PATH TO BE REPLACED NEW FLAGSTONE STAIRS & PATIO(NO SLAB) DECK OUTLINE ABOVE -- \ �\ �- -\ T.O.W. 8455' -6" +49. \8450 B.O.W. 8451' -0„ PEDESTRIAN, DRAINAGE, & — — — — — \F Sot UTILITY EASEMENT � — — — CENTER LINE OF STREAM — — — — — Design Review Staff Approval By Joe Batcheller at 4 :20 pm, Apr 10, 2014 TOWN OF VAIL 1 \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \IN _ \ IN \ HIGH WATER LINE N — — — — — \ LOT 5 - -- - -__ FOREST GLEN - - 36 x2' -- \ / °' \ S82•00000ME 204.00 _ \ \ / — — — _ IC34 \ N \ — � ti — SITE DEVELOPMENT PLAN UNPLATTED 3 m \ 1" = 10' -0" s 0' 10' 20' 30' U W H Z U w � Q Q w M c� W M oc [� w � 00 E- � U M O�� U ZQ� �'" w � W a w w [� O zJ1 x w W n Q Q x O � � W O � U O � O ~ Q W U z U W w O Q � � W w Ol � CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION 01: STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THECONTRACTORSHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING 108 NUMBER: 13-8 DRAWN BY TH /SJR DATE: FEB. 17, 2014 ISSUE: VARIANCE REVISION DATE 1 APRIL 9, 2014 INITIAL TH SDI It 0 N •L a DECK I � -J 1 I I I —,J m WINDOW / � '. �` .. WELL FOUNDATION SUB SLAB SUMP, INLET 8449 OUTLET 8453' / / C / I % i C / I C T.O.W. 8456'-0" / B.O.W. 8452' -0" / ----------------- / 1-77- / / BUILDING SETBACK HIGH WATER LINE PROPERTY LINE APPROXIMATE LOCATION — — 1-,O.Q YEAR FLOOD PLAIN LINE IAITrMmr\I Sri` 1T A A r r A A A / U EGRESS LADDER \ BUILDING SETBACK \ \ / - -- -------- - - - - -- a ° / I a / I \ / I \1 / I \ / I \I / \ I GARAGE SLAB ON GRADE (ABOVE) ° � T / I 2x4 FURRING (TYP.) J EXISTING CMU COLUMN /W/3 -2x10 BEAM ABV. / I a HOME THEATER C1 8450.4' aCr � J 2x4 FURRING (TYP.) SUMP. 1 3 rr 30" C 4 REF. 0 BATH #2 r I BED #2 -� 8450.4' EXISTING CMU COLUMNS W/3 -2x10 BEAM ABV. - -, i EXISTING CONCRETE WALL TO BE REMOVED BED #1 8450.4' 2x4 FURRING (TYP.) 72" �01 32" STONE VENEER EXISTING CMU COLUMNS 2x12 BEAM ABV. — L_J L_J 32" ° 24 30" 30' 0 7� BATH #1 0 0 * 8455.3' MA p J \ DECK OUTLINE ABOVE I \ J SPIRAL STAIRS RECREATION 'ZG 8450.4' (MAIN LEVEL 8460.4') EXISTING CMU COLUMN W/3 2x10 BEAM ABV. I L__J i SILL 8451' -0" N 8450' -6" C)c C� o0 8451' -0" - -- CC a a � � 8455' -0" EA 0 MR SETBACK 50' STREAM 10'SETBACK a OFFSET T.Q.W. 8455'-0" B. I . W. 8451'-0" R Design Review Staff Approval By Joe Batcheller at 4:20 pm, Apr 10, 2014 TOWN OF VAIL LOWER LEVEL FLOOR PLAN 1/4" = 1' -0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" - -- 8450 - -- - - -_ PROPERTY LINE I — I U w �7 x v Q w M c� W M oc [� W � 00 cq � U M O�� U ZQ� �'" >a w w [� O w w Q Q x O 4 W � U 0 � O un W W Q � U z U W w Q Q Q � � � � W � w �--� Ln 0 � C0 COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN RIDEN A.I.A. .TAMES ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OI: STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THECONTRACTORSHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING JOB NUMBER: 13-8 DRAWN BY TH /SJR DATE: FEB 17,2014 ISSUE: VARIANCE REVISION DATE 1 APRIL 9, 2014 INITIAL TH Al ILE It 0 N LL- r i v L EXISTING MAIN LEVEL FLOOR PLAN 1/4" = 1' -0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" Review pproval Batcheller at 4:20 pm, Apr 10, 2014 ii W Q ..J M �G� N M cc T� V1 p V) � � O w O Ib Q �UM W� O a W F-+ a w Q O W cG W Q W W Q Q O � O U O W Q � � U Z U O Q �4 W O � H c.> w H x x d w O w H H H z z d U W d w O a w o� w (E)COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING IJOB NUMBER: 13-8 1 DRAWN BY: TH /SJR DATE FEB. 17, 2014 ISSUE_ VARIANCE # REVISION DATE INITIAL ILL]► I 0 N of T L v v c v ,VJ_11m0a121 Well] M'01 =-* I FRITZ MAIN LEVEL OUTLINE BELOW I I - - - - - - - 11� — -� I R EXISTING UPPER LEVEL FLOOR PLAN 1/4 = 1' -0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" Design Review Staff Approval By Joe Batcheller at 4:20 pm, Apr 10, 2014 TOWN OF VAIL J F- U w x v Q w M c� W M oc [� V) 00 W � 00 E- p °O z cq U � U M O�� U ZQ� �'" W W >a W w [� O W W I--I I--I x O � W � U Q Z O O un W Q W W U � Z U W W ►-� O Q Q � � � � W � W O � W � CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN RIDEN A.I.A. .TAMES ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OI: STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THECONTRACTORSHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING IOB NUMBER: 13-8 DRAWN BY TH DATE: JAN. 9, 2014 ISSUE: VARIANCE 4 REVISION DATE INITIAL A3 UPPER LEVEL 84 PROPOSED WINDO OL MAIN LEVEL 846C EXISTING GRADE FINISHED GRADE LOWER LEVEL 84, 0 N L L LL- �MF1 I1,Y1 LAID I IIVI, VVIIVUUVV PROPOSED REMODEL STYLE AND COLOR) WEST ELEVATION 1/490 = 1' -0" NOTE: MATCH ALL EXISTING MATERIALS AND COLORS SOUTH ELEVATION 1/4" = 1' -0" NOTE: MATCH ALL EXISTING MATERIALS AND COLORS PROPOSED REMODEL 1-. W U Z Q S U O Z �J Z _O \Q W J /W V Z I'-^ V / X W J W D O w ry 0 w 0- O ry n Design Review Staff Approval T VAIL By Joe Batcheller at 4:20 pm, Apr 10, 2014 W Q �G� N 00 p� 00 o w O °c H � M rT' o W� O a W a w Q O w a w 0 w I i--i I--i F� O � O u F—I M--I rT1 l4 U Z U O Q Ol � H w H x x w O W H z H z d U W ¢ w O w W CQ COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING IJOB NUMBER: 13-8 1 DRAWN BY: TH /SJR DATF FEB. 17, 2014 SS E: VARIANCE I REVISION DATE INITIAL / / / / / / / / i i / / i i i / i / i / / i / / / i / / / / / / / / / / / / / / / / / / / / / / / lk� I t1: / i / It 0 N a \\-- PROPERTY LINE — BUILDING SETBACK 20' PEDESTRIAN, DRAINAGE, & UTILITY EASEMENT / PROPERTY LINE \ BUILDING SETBACK SOT 11A 0.1 987 AC. \ \ \ \ \ \ \ I S530 � -,00.", 22 .26� \ \ \ Design Review \ \ \ \ Staff Approval TOWN OF VAIL \ \ \ \ 1 By Joe Batcheller at 4:20 pm, Apr 10, 2014 \ \ \ \ \ \ \ i i t I N an SITE COVERAGE \ \ \ \ \ \ Site coverage complies \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LOT 1 1 B \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .z �V - C�l 0 2' 4' 89 - _ — SCALE: 1/4" = 1' -0" W 10 -- N _ O - z -- I W x v W � Q � M c� W M OD F- � DD W O 00 CIO z U M UUM U Z �'" W � W W w W W o x o � o W � U Q Z O O un W Q W W � U � Z U W W � O Q Q � � � � W �4 W O � W � Co COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION STEVEN 7AMES RIDEN OF THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING ,JOB NUMBER: 13-8 DRAWN BY TH DA 1E: JAN. 9, 2014 ISSUE: VARIANCE REVISION DATE 1 APRIL 8, 2014 INITIAL TH SF1 BELOW GRADE = 147.58 SQ. FT. It 0 N �L a oCl n%A/ no A nC — i A -7 C' r% Cr R rowN OF VAIL LOW GRADE = 375 SQ. FT. GRFA MEDLEY REMODEL 4444 STREAMSIDE CIRCLE VAIL, COLORADO 81657 GRFA / SITE COVERAGE INFORMATION ZONING: TWO FAMILY (R) Design Review Staff Approval By Joe Batcheller at 4 :20 pm, Apr 10, 2014 complies SITE AREA = .508999 ACRES = 22,172 SQ. FT. SITE COVERAGE = 20% = 4,434 SQ. FT. MAX. EXISTING SITE COVERAGE = 4,282 SQ. FT. PROPOSED SITE COVERAGE = 4,355 SQ. FT. REMAINING SITE COVERAGE = 79 SQ. FT. GRFA RATIO: .46 OF SITE AREA, 10,000 SQ. FT. = 4,600 SQ. FT. .38 OF SITE AREA NEXT 5,000 SQ. FT. = 1,900 SQ. FT. .13 OF SITE AREA NEXT 7,172 SQ. FT. = 932 SQ. FT. TOTAL ALLOWABLE = 7,432 SQ. FT. SQUARE FOOTAGE LOT 11A: LOWER LEVEL = 1,518.19 SQ. FT. MAIN LEVEL = 1,441.85 SQ. FT. UPPER LEVEL = 740.78 SQ. FT. GARAGE = 303.27 SQ. FT. TOTAL = 4,004.09 SQ. FT. DEDUCTIONS LOT 11A: LOWER LEVEL BELOW GRADE = 1,276.15 SQ. FT. 1,276.15 SQ. FT. DIVIDED BY 1,518.19 SQ. FT. = .8405 OR 84% 1,518.19 X .84 = 1,275.28 SQ. FT. 1,518.19 — 1,275.28 = 242.91 SQ. FT. NEW LOWER LEVEL = 242.91 SQ. FT. GARAGE DEDUCTION = 300 SQ. FT. GRFA LOT 11A: LOWER LEVEL = 242.91 SQ. FT. MAIN LEVEL = 1,441.85 SQ. FT. UPPER LEVEL = 740.78 SQ. FT. GARAGE = 3.27 SQ. FT. TOTAL = 2,428.81 SQ. FT. TOTAL ALLOWED = 7,432 SQ. FT. REMAINING GRFA = 5,003.19 SQ. FT. SQUARE FOOTAGE LOT 1113: MAIN LEVEL = 2,223.37 SQ. FT. UPPER LEVEL = 1,315.28 SQ. FT. GARAGE = 300 SQ. FT. TOTAL = 3,838.65 SQ. FT. DEDUCTIONS LOT 11B: GARAGE DEDUCTION = 300 SQ. FT. GRFA LOT 1113: MAIN LEVEL = 2,223.37 SQ. FT. UPPER LEVEL = 1,315.28 SQ. FT. GARAGE = 0.00 SQ. FT. TOTAL = 3,838.65 SQ. FT. 3,538.65 (w/ LOT 11A REMAINING GRFA = 5,003.19 SQ. FT. Igarage deduction) TOTAL REMAINING GRFA = 1164.54 SQ. FT. < a� ,464.54 LOWER LEVEL GRFA 1/4" = 1' -0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" F- c.> w x v W � M c� W M OD F- V) O W O�� CIO z U U U M U ZQ� �'" w w [� O cona W w � O Q Q x 4 W O � U 0 � O un ~ W Q � U � z U W w Q Q � � W w W e� 0 � Co COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION STEVEN JAMES RIDEN OF THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL RE PORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING JOB NUMBER: 13-8 DRAWN BY: TH DATE JAN. 9, 2014 ISSUE VARIANCE # REVISION DATE INITIAL 1 APRIL 8, 2014 TH SF2 01 TOWN OF YA Design Review Staff Approval By Joe Batcheller at 4:20 pm, Apr 10, 2014 m MAIN LEVEL GRFA 1/4" = 1' -0" 0 2' 4' 8' 'NS S SCALE: 1/4" = 1' -0" It 0 N �L a F- U w x U W � Q � O c� W M OD F- �r) OC V'I W O�� z UpN U M O�� U Z �'" W � W W w [� O W W �n1 O I� Q x O � W � U Q Z O O un W W Q W � U � Z U W W � O Q Q � � � � W � W O � W � CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION STEVEN JAMES RIDEN OF THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING JOB NUMBER: 13-8 DRAWN BY: TH DATE: JAN. 9, 2014 ISSUE VARIANCE # REVISION DATE INITIAL 1 APRIL 8, 2014 TH SF3 i It 0 N �L a LOT I I A - - - - - - -1 GRFA complies Design Review Staff Approval TOWN OF VA I L "''" By Joe Batcheller at 4:20 pm, Apr 10, 2014 OPEN TO BELOW R UPPER LEVEL GRFA 1/4* = 1' -0" 0 2' 4' 8' 'HS S SCALE: 1/4" = 1' -0" A ]uNinti11 :3 111140h EL DE CIRCLE D 81657 OVERAGE INFORMATION AMILY (R) 508999 ACRES = 22,172 SQ. FT. GE = 20% - 4- 4 -SLL FT M.A2L COVERAGE -4,282 SQ. FT. TE�VERAGE = 4,355 SQ. FT. ,TE COVERAGE = 79 SQ. FT. 1-6 OF SITE AREA, 10,000 SQ. FT. = 4,600 SQ. FT. 38 OF SITE AREA NEXT 5,000 SQ. FT. = 1,900 SQ. FT. 3 OF SITE AREA NEXT 7,172 SO. FT. = 932 SQ. FT. OTAL ALLOWABLE = 7,432 SQ. FT. GE LOT 11A: LOWER LEVEL = 1,518.19 SQ. FT. MAIN LEVEL = 1,441.85 SQ. FT. UPPER LEVEL = 740.78 SQ. FT. GARAGE = 303.27 SQ. FT. TOTAL = 4,004.09 SQ. FT. i i DEDUCTIONS LOT 11A: LOWER LEVEL BELOW GRADE = 1,276.15 SQ. FT. 1,276.15 SQ. FT. DIVIDED BY 1,518.19 SQ. FT. = .8405 OR 84% 1,518.19 X .84 = 1,275.28 SQ. FT. 1,518.19 - 1,275.28 = 242.91 SQ. FT. NEW LOWER LEVEL = 242.91 SQ. FT. GARAGE DEDUCTION = 300 SQ. FT. GRFA LOT 11 A: LOWER LEVEL = 242.91 SQ. FT. MAIN LEVEL = 1,441.85 SQ. FT. UPPER LEVEL = 740.78 SQ. FT. GARAGE = 3.27 SQ. FT. TOTAL = 2,428.81 SQ. FT. x TOTAL ALLOWED = 7,432 SQ. FT. REMAINING GRFA = 5,003.19 SQ. FT. SQUARE FOOTAGE LOT 1113: MAIN LEVEL = 2,223.37 SQ. FT. UPPER LEVEL = 1,315.28 SQ. FT. GARAGE = 300 SQ. FT. TOTAL = 3,838.65 SQ. FT DEDUCTIONS LOT 1113: GARAGE DEDUCTION = 300 SQ. FT. GRFA LOT 11 B: MAIN LEVEL = 2,223.37 SQ. FT. UPPER LEVEL = 1,315.28 SQ. FT. GARAGE = 0.00 SQ. FT. TOTAL = 3,838.65 SQ. FT. LOT 11A REMAINING GRFA = 5,003.19 SQ. FT. TOTAL REMAINING GRFA = 1164.54 SQ. FT. F- U w x U W � Q � O M c� W M 0C F- V) OD z UpN U M O�� U Z �'" W � W ¢ a W w [� O W W o x O � O � W � U Q Z O O un W Q W W � U � Z U W W � O Q Q � � � � W � W O � W � Co COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN RIDEN A.I.A. .TAMES ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OP STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THECONTRACTORSHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING ,JOB NUMBER: 13-8 DRAWN BY TH DATE: JAN. 9, 2014 ISSUE: VARIANCE REVISION DATE 1 APRIL 8, 2014 INITIAL TH SF4 It 0 N �L a ELECTRICAL SCHEDULE - - -- UNDER CABINET LIGHTING - LUCIFER SERIES 3000 ELECTRICAL PANEL (VERIFY) �—t CEILING MOUNT P7220 -60 W/P7214 -30ES BY PROGRESS (O.A.E.) D SEPTIC DISPOSER BY IN- SINK- ERATOR, 3/4 H.P. W / AIR SWITCH F BROAN QTXE 150 O.A.E SEC. SECURITY KEY PAD KEY I KEYLESS ENTRY Q THERMOSTAT © HUMIDISTAT QS SMOKE DETECTOR /CARBON MONOXIDE - SILHOUETTE LOW- PROFILE SMOKE ALARM O.A.E. QQ AUDIO SYSTEM / SPEAKERS (SUPPLY CAT -5 WIRE) ALL ROUGH —IN MUST BE REVIEWED AND VERIFIED ON SITE WITH ARCHITECT PRIOR TO PLACEMENT OF ANY EXPOSED MATERIAL AND FIXTURES. NOTES: INTERIOR SWITCHES TO BE DIMMED VERIFY DIMMING CIRCUITS WITH ARCHITECT. GFI PROTECT CIRCUITS, INTERCONNECTED FIRE /SMOKE DETECTORS & ALARMS, WET LOCATION FIXTURES AND OTHER ITEMS TO COMPLY WITH ALL CURRENT ADOPTED CODES AND ORDINANCES. VERIFY TRIM COLOR PRIOR TO ORDER WITH ARCHITECT. THIS PROJECT RETAINS ALL EXISTING ELECTRICAL SERVICES. ENERGY CODE COMPLIANCE TO 2009 IECC A MINIMUM OF 50% OF ALL NEW LIGHTING PROPOSED SHALL BE HIGH - EFFICACY LAMPS. LOWER LEVEL ELECTRICAL PLAN 1/4" = 1' -0" GI 0 2' 4' 8' 'HS 5 SCALE: 1/4" = 1' -0" DUPLEX HALF HOT CLOCK OUTLET (VERIFY HEIGHTS / DIRECT WIRED FIXTURES) $� WATER PROOF OUTLET c.> FLOOR OUTLET A FLOOR OUTLET, HALF HOT ® SPECIAL: (J -BOX OR DIRECT WIRE) VERIFY APPLICATION REQUIREMENTS SWITCH - ALL SWITCHING & COVER PLATES (VERIFY SWITCH PLACEMENT W/ ARCHITECT) DI CAT -5 +2x RG 56 (COAXIAL) 1 ❑Q INTERIOR RECESSED - HALO H991CAT W /APPROPRIATE TRIM (VERIFY) W 2 Q INTERIOR RECESSED DOWNLIGHT - HALO H991CAT W /APPROPRIATE TRIM (VERIFY) 3 Q INTERIOR /EXTERIOR RECESSED /SHOWER LENS (WET LOCATION) -HALO H991CAT W /951PS(VERIFY) 4 ❑Q INTERIOR RECESSED DOWNLIGHT - HALO H991CAT W/ APPROPRIATE TRIM (VERIFY) EXTERIOR WALL SCONCE - MATCH EXISTING 1 INTERIOR WALL SCONCE - VERIFY W /OWNER /ARCHITECT 29 INTERIOR WALL SCONCE - VERIFY W /OWNER /ARCHITECT 3 INTERIOR WALL SCONCE - VERIFY W/OWNER /ARCH I TECT c� 4 ®I INTERIOR WALL SCONCE - VERIFY W /OWNER /ARCHITECT 1 ® FAN PENDANT - VERIFY W /OWNER /ARCHITECT F- 2E) FAN PENDANT - VERIFY W /OWNER /ARCHITECT 3 ® PENDANT - VERIFY W /OWNER /ARCHITECT W o 00 ��O 4E) PENDANT - VERIFY W /OWNER /ARCHITECT - - -- UNDER CABINET LIGHTING - LUCIFER SERIES 3000 ELECTRICAL PANEL (VERIFY) �—t CEILING MOUNT P7220 -60 W/P7214 -30ES BY PROGRESS (O.A.E.) D SEPTIC DISPOSER BY IN- SINK- ERATOR, 3/4 H.P. W / AIR SWITCH F BROAN QTXE 150 O.A.E SEC. SECURITY KEY PAD KEY I KEYLESS ENTRY Q THERMOSTAT © HUMIDISTAT QS SMOKE DETECTOR /CARBON MONOXIDE - SILHOUETTE LOW- PROFILE SMOKE ALARM O.A.E. QQ AUDIO SYSTEM / SPEAKERS (SUPPLY CAT -5 WIRE) ALL ROUGH —IN MUST BE REVIEWED AND VERIFIED ON SITE WITH ARCHITECT PRIOR TO PLACEMENT OF ANY EXPOSED MATERIAL AND FIXTURES. NOTES: INTERIOR SWITCHES TO BE DIMMED VERIFY DIMMING CIRCUITS WITH ARCHITECT. GFI PROTECT CIRCUITS, INTERCONNECTED FIRE /SMOKE DETECTORS & ALARMS, WET LOCATION FIXTURES AND OTHER ITEMS TO COMPLY WITH ALL CURRENT ADOPTED CODES AND ORDINANCES. VERIFY TRIM COLOR PRIOR TO ORDER WITH ARCHITECT. THIS PROJECT RETAINS ALL EXISTING ELECTRICAL SERVICES. ENERGY CODE COMPLIANCE TO 2009 IECC A MINIMUM OF 50% OF ALL NEW LIGHTING PROPOSED SHALL BE HIGH - EFFICACY LAMPS. LOWER LEVEL ELECTRICAL PLAN 1/4" = 1' -0" GI 0 2' 4' 8' 'HS 5 SCALE: 1/4" = 1' -0" F- c.> w x v W � Q � M c� W M oc F- V) OD W o 00 ��O F- z U U U M U W � w W w [� O con W as w n O x W � U Ul W~~^ W � U � z U W w Q � � � � W W 0 � CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION STEVEN JAMES RIDEN OF THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING ,JOB NUMBER: 13-8 DRAWN BY TH DATE APRIL 8, 2014 ISSUE: VARIANCE # REVISION DATE INI IIAL