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HomeMy WebLinkAboutPEC140001 PLANS APPROVEDApproved by the Planning & Environmental Commission TOWN OF VAIL ■ By Joe Batcheller at 4:45 pm, Feb 26, 2014 STEVEN JAMES KH-DEN P-0-S l O 1 1 I I B 0 6 V A I L C 0 o 8165 ,; 9 9 7 0 3 2 8 04 _5 8 INSTITUTE OF ARCHITECTS MEDLEY REM IDDEL 0 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 JANUARY 9, 2014 (VARIANCE) TOPOGRAPHIC SURVEY SF1 SDI SITE DEVELOPMENT PLAN SF2 L 1 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 .. O N T L v v SITE COVERAGE LOWER LEVEL GRFA / BELOW GRADE MAIN LEVEL GRFA UPPER LEVEL GRFA 15 LJ W 1--1 I--�I W H 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�••syr fey is accurate and correct to the best of my knowledge. ~�$�4 �+az!„c�r�,� Michael .¢.at Colorado ax- }y �• ..:: w L.. _ i Date: 01.1 , Am DECK I la 0.7' 3' BOULI (TYP.) / 0 N � � 1 1 � 59.6 EDGE OF ROAD \ � 61,3 3' 59.40+ SEWER MH \ 1,5' MEAS. RIM EL= 8461.4' o.s 0.2' 0.2' A, 61 + 61.3 +59.2 ASPHALT DRIVE 0.5' 0.3' 0' 6, 0.4 WATER VALVE 9.1 a a d CONC. 'SLAB 8459.2' M GARAGE SLA \ 59.1 59.2 LOT 11A 0 1987 AC NOTES: > , 8459.6' o 0$ 10 20 30 > \ 8455 O O 12.9. DECK x 1) DATE OF SURVEY: 10/21/13 (TYP) SEWER ENTRY LDER / 8460.4' 2) LAND TITLE GUARANTEE CO. POLICY NO. V50031468 DATED 7/21/2011 7 ltlal F c% kO.7' sN. c�F 15, (30 61 2 •O� LOT 4 FOREST GLEN S.;P 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 1 O o AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD 0 51.1 \��� .2 ` \ 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 ^ '2 FOUNDATION 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 \ �_11 12) ROOF PEAK ELEVATIONS TAKEN TO TOP OF SHINGLES. / EAGLE COUNTY, COLORADO 1.0' / INSURANCE STUDY MAP NUMBER 08037CO493D DATED 12/4/2007 X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER 20.0' � \ �+ a9.5 8450 20' PEDESTRIAN, DRAINAGE, & - - UTILITY EASEMENT - - - - %%. %%. - - A�� - - _ ---1- so,l X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER 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 Approved by the Planning & Environmental Commission TOWN O F VAIL L By Joe Batcheller at 4:45 pm, Feb 26, 2014 LOT 4 FOREST GLEN It 0 N r i v L LL LOT 10 B EXISTING FLAGSTONE P TH TO BE REPLACED DECK / 5' BOULDER l TREES TO BE RELOCATED (TY�4 FOUNDATION SUB SLAB SUMP, INLET 8449' OUTLET 8453' LIMIT OF DISTURBANCE AND O/ EROSION CONTROL FENCING LIMITED MACHINE TRAVEL BEYOND THIS POINT FND J4 PLAIN REBAR WIT. CRN. EL =8450.94' 1� APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN LINE INTERPOLATED FROM F.E.M.A EAGLE COUNTY, COLORADO INSURANCE STUDY MAP NUMBER 4*9k 08037CO493D DATED 12/4/2007 48 4 . 48.4 \ HIGH WATER LINE / 14448.2 7 / \0'' / -k " 9.5 PHONE MH ' 1 ELEC TRANS / BUILDING SETBACK LINES I "60' / \ NNN EDGE OF R� \ / / O SEWER MH CMEAS. RIM EL= 8461.4' ROCK / \ \ASPHALT / 61 MEDLEY REMODEL s9.2/ ?6�� STS 4444 STREAMSIDE CIRCLE VAIL, COLORADO 81657 8460 SITE DEVELOPMENT STANDARDS RopF 0020N �� GRFA / SITE COVERAGE INFORMATION 3p / E I \ >>• ZONING: TWO FAMILY (R) 61 / 61 ° °F �0 SITE AREA = .1987 ACRES = 8,655.37 SQ. FT. SITE COVERAGE = 20% = 1,731 SQ. FT. MAXIMUM 1 / \\ O \26+• EXISTING SITE COVERAGE = 1,691.15 SQ. FT. Ste• / \ O PROPOSED SITE COVERAGE = 1,721.28 SQ. FT. S' BOULDE 8459.2' \ I ;71'P.) ) / GARAGE SLAB WATER BUILDING HEIGHT: ALLOWED = 33 FT. / VALVE / % PROPOSED (NO CHANGE) / LOT 1 1A / / \ DWELLING UNITS: 1 0.1987 AC. / \ \ E H U 0 \ 8459.6' SETBACKS: 20'-0" FRONT / \ DECK X V 15-0" SIDE /REAR — / � 84N60.4' \\ \ GORE CREEK 50' STREAM SETBACK I CO R 60 / / \ FROM CENTERLINE. �C ou k NE \ PEAK OF / EL =8483.8' \ l FGRFSS N \ \ \ PEAK C�ooeR / EL= 8477.2' \ \ �v \ ROOF R /pG�- ,.° \ \ N LOT 11 B \ \ \ T.O.W. 8456'-0" l eUj 0/� UT�II�E 0. W. 8452' -0" 2 \ \\ L OUklly G MAIN LEVEL / \ \ E / OUTLINE \\ 50'STREAM \\ SETBACK EROSION FENCE DETAIL \\ 84 0' 0 1,, \ \\ \\ BUILDING SETBACK / / // .� o� 845 EXISTING TREE TO BE REMOVED 1O'SETBACK \ \ EXISTING FLAGSTONE PATH OFFSET ��� - - --� TO BE REPLACED NEW FLAGSTONE STAIRS & PATIO(NO SLAB) / DECK OUTLINE ABOVE \ \ T.O.W. 8455' -6" +49 84,50 \ B.O.W. 8451' -0„ 20' PEDESTRIAN, DRAINAGE, & "I. — — _ _ ---+50.1 UTILITY EASEMENT IN, s ° O %-% CENTER LINE OF STREAM \ \\ IN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o / IN / HIGH WATER LINE N \ _ \ LOT 5 \ � � - - - - -__ \\ / 'o FOREST GLEN — — 36.g2' — — _ _ \ / °' S82 00 "E 204.00 %K \ N / - �� SITE DEVELOPMENT PLAN UNPLATTED 3 M \ 1" = 10._0" S 0' 10' 20' 30' ii ^W 4--I o0 M cc T� kr) � � O N Q� W� O a W F c� w H x x w O w H z z d U rx W d w O w o� W © 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 ALA. 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 JOB NUMBER. 13-8 DRAWN BY TH /SJR DATE: FEB. 17, 2014 ISSUE_ VARIANCE # REVISION DATE INITIAL SDI Q Q x U M�1 V1 Q U U W � W Q W � � � � � w 0l � h--'1 F c� w H x x w O w H z z d U rx W d w O w o� W © 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 ALA. 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 JOB NUMBER. 13-8 DRAWN BY TH /SJR DATE: FEB. 17, 2014 ISSUE_ VARIANCE # REVISION DATE INITIAL SDI Approved by the Planning & Environmental Commission TOWN OF VAI L I By Joe Batcheller at 4:45 pm, Feb 26, 2014 LOT 4 FOREST GLEN It 0 N r i v L LL LOT 10 B TREES TO BE ,- RELOCATED (TY,�4 / ^O FOUNDATION SUB SLAB SUMP, INLET 8449' OUTLET 8453' LIMIT OF DISTURBANCE AND — EROSION CONTROL FENCING FND #4 PLAIN REBAR ` WIT. CRN. EL= 8450.94' APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN LINE INTERPOLATED FROM F.E.M.A EAGLE COUNTY, COLORADO INSURANCE STUDY MAP NUMBER 08037CO493D DATED 12/4/2007 HIGH WATER LINE i",\59.5 PHONE MH ' I I GENERAL LANDSCAPE NOTES INDIGENOUS TOPSOIL PRESERVATION 1. Operators, take this serious — The Native /existing soil A- \ ELEC TRANS / 8R / \ Horizon (Topsoil) shall be saved. It is not to be used as fill 60 or discard. Stockpile on site or off site. The A— Horizon \ / N\ contains organic matter (leaf /pine needle duff, plants, roots, seeds, bugs, etc.) mixed with native soil. Use a skilled bobcat operator for this task. DRIVE Do not mix Topsoil with other dirt. If it is stockpiled on site, BUILDING SETBACK LINES / / EDGE OF RO \ no other fill dirt shall be mingled. Keep separated with geotextile fabric. / \ / 3. When digging near Topsoil pile, do not undermine and \ / O SEWER MH allow it to sluff into excavation. Push it back and clear of MEAS. RIM EL- s46I.4' all grading. Perimeter windrows are difficult to preserve l vs. piles. \ 4. The indigenous topsoil may be the only item stockpiled / \ outside of the disturbance limit. Once it is reapplied, the / / \ stockpiled area must be raked back to the original surface / without disturbance to the existing plants and roots. 5. This soil shall be used in all mulch and seeded areas. No ROCK / seed need be applied to areas that have been spread with \\ / RAG \ 61 3" or more of this topsoil. +59.2/ �3• STiQE9 6. Provide erosion control / limit of disturbance fencing RE: / \ erosion fence detail. Provide construction fencing (Lo.d.) ASP g460 S /Q� (green) 48" min. height adjacent to erosion control fence DRIVE \ to limit site disturbance and blown debris. Place outside of erosion control fence with posts @ 8' -0" o.c. max. \ Provide chain link type fencing with bright ribbons for tree / RODF OUTC //� \ / S protection at edge of tree dripline. \ `S�• r3Q 7. Before any site excavation any existing plant materials shall be excavated and bagged for proper root protection and / \ 61 61 '� stored with topsoils where indicated on plans. / IN ?2 �� 8. Trees and shrubs shall be planted in pits 1 2 times the size of the plant rootball and backfilled with a combination of $ 0 \ CONC. / \ \ � O \26• topsoil, well rotted manure and compost. All trees shall SLAB / have a well a minimum of 4" deep, comparable in size to 3' B;ULD aGE SLAB \ the dripline of the tree. All deciduous trees shall be staked ��� PLANT SCHEDULE with 6' -0" steel "T" pasts and guyed with #14 gauge � galvanized wire and 1 2 x 18" nylon tree straps. After / / \ installation all newly planted trees shall be rootfed with a f LOT 11A / \ SYM. COMMON NAME SCIENTIFIC NAME SIZE QTY. liquid root growth stimulator containing vitamin B -2 as well Of- 0.1987 AC. / N. as a slow release fertilizer. 9. Trees to be moved shall be over dug to the extent of the 8459.6' DECK X / \\ Colorado Blue Spruce Picea pungens glauca 6' -8' ht. 7 drip edge and immediately planted as described above and \ watered during construction. Should the transplanting fail, / 4460.4' \ SEWER / J ENTRY / Native Alder, Bog Birch min. 2 1/2 » Cal. 2 a replacement shall be installed of equal size or multiple e _ COO planting to obtain equal size of the existing (failed) tree. C / 0,7- 0 �' / PEAK RGOF R/p / Quaking Aspen pulus tremuloides min. 2 1 �2" CQI. 3 10. All shrub beds shall be lined with weed prevention mat prior / NE PEAK 3.6' GF \\ to being topdressed. All tree wells and shrub beds shall be / o a \ topdressed with a minimum of 3" bark mulch. / Shr%12 Medley Willow, Dogwood, Curran Service Berry, #5 pot 18 11. Herbaceous planting beds shall be topsoil, tilled to a depth - c \ of 6" and be rock free. A mixture of compost and well PEAK N� \ \\ Chokecherry, rotted manure should be tilled into the planting beds (1 cubic / yard compost per 350 s. f., one cubic yard manure per EL= 8477.2' Native Grasse$ and Fescue Riparian tolerant RO .'� INSTALLED A� PLUGS In all disturbed areas to ed a of high water 250 s.f.). All herbaceous planting beds shall be topdressed �F \\ g g with 2" black colorado humus peat. 12 A I f t'I• f t T t w \\ +4. \ / 20' PEDESTRIAN, DRAINAGE, & UTILITY EASEMENT \ 1•n 00 0 \ � \ 4,9, \ \\ HIGH WATER LINE LOT 5 FOREST GLEN CENTER LINE OF STREAM \ \ c V1 f--I U \ F-1 U W � Q w Q W � � � � w 36= � L T 11B e ze e manu ac urer s s ecs n an amoun Flagstone path (NO BLAB) Plant Creeping Thyme between and about stones needed to yield 90 lbs. nitrogen, 20 lbs. phosphorus and 50 ? \ \ lbs. potassium per acre. All revegitated areas shall be - MAIN LEVEL / \\ mulched with 2 " -3" of weed free hay or straw. All mulched OUTLINE \ areas shall be treated with an approved organic tackifier at a rate of 120 lbs. /acre. \ 13. All newly planted shrubs and trees shall receive drip irrigation. All sod areas shall receive spray irrigation with 100% overlap. 50'STREAM \ This system shall be automatic. Sprinkler system to be SETBACK EROSION FENCE DETAIL \ Design Build. — \\ 14. Plants must be growing without shock for the entire summer following construction or the landscape contractor will replace i I O i EXISTING TREE TO BE REMOVED 10'SETBACK y OFFSET O eO ° 51L1 \ them at his expense. All plants are native and hardy at \ this elevation. \ \ 15. Water will be available for planting and establishment, and \ must be used during extended periods (1 week or more) of \ \ \ drought. If the landscape contractor is unable to water or \ he irrigation system is not operable, he shall inform the \\ General Contractor. Ultimately, watering is the landscape \\ cont ctors responsibility for the first summer. Plants shall \ not be verwatered — most are drought tolerant. \ 16. WILDFIRE FUEL REDUCTION AREA: Remove all dead ground \ material, br =ub es to 10' -0" and thin dead or diseased \ \\ trees and sh \ \ \ \ \ \ \ \ .0- 2*0o 00 E 204.00, AJ � DO M _ \ N / - � ti - LANDSCAPE DEVELOPMENT PLAN UNPLATTED 31: M 0' 10' 20' 30' ii ^W M cc k.1) V1 00 � to � � O w O °° N W� O a W F c� w r~ x x w O w H z Z d U w d w O a w o� w © 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 ALA. 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 JOB NUMBER. 13-8 DRAWN BY TH /SJR DATE: FEB. 17, 2014 ISSUE_ VARIANCE q REVISION DATE INITIAL L I x U V1 f--I U F-1 U W � Q w Q W � � � � w 0l � h--'1 F c� w r~ x x w O w H z Z d U w d w O a w o� w © 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 ALA. 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 JOB NUMBER. 13-8 DRAWN BY TH /SJR DATE: FEB. 17, 2014 ISSUE_ VARIANCE q REVISION DATE INITIAL L I kjr Approved by the Planning & Environmental Commission Sri VAI L I By Joe Batcheller at 4:46 pm, Feb 26, 2014 r; BUILDING / ,P OUTLINE DECK I � WINDOW I e / /� • � I � / WELL FOUNDATION SUB SLAB SUMP, INLET 8449' OUTLET 8453' e \ BUILDING SETBACK \ \ / - -- -------- - - - - -- ° / I ° a a i I \ 1 I / I \ I ° / \ GARAGE SLAB ON GRADE > (ABOVE) I I / a ° ° a � T � 2x4 FURRING (TYP.) EXISTING CMU COLUMN — I B.O.W. 8452' -0" / ( BATH #1 2x4 FURRING (TYP.) 0 SILL 8451'-0" " ' 8450-6 O \ - 01 jo- \ NNNNN DECK 0 TLINE ABOVE _ 8450 8455' -0" �— ,> T. . W. 8455'-0" B.O.W. 8451' -0" z -------------------------------------------- -- --------- - - - - -- — - BUILDING SETBACK / i HIGH WATER LINE / PROPERTY LINE N APPROXIMATE LOCATION % v — -14Z YEAR FLOOD PLAIN LINE InJ- rrnnni n t'Trr— + --=J=L I r r► A A L ' IJ_ —)Ir— 49,5 8450 — — — PROPERTY LINE I nWFR I FVFI FI nnR PI AN 1/`F ° 1 —V 0 2' 4' 8' SCALE: 1/4" = V -0" _k 5p3 N ;I w I� M cc W ° OC pa � o �WoN Q� w� O a w a w Q O W cG W Q W Q Q O � O U con O ►—� w Q � U Z U O Q �w W O � c� w x w 0 w H r~ z z d U W d w O w W © 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 ALA. 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 Al Approved by the Planning & Environmental Commission T O F VAI L I By Joe Batcheller at 4:46 pm, Feb 26, 2014 ILE 0 N T L C) L LIL EXISTING MAIN LEVEL FLOOR PLAN 1/4" = 1' -0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" W Q M � W � OC � � O M c, Z H> W� O a W a w Q O w a w 0 w W Q Q O � 0 C/1 ►--� W Q ^ H w x x w O w H z z U c4 W d w O w 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 1)ATll FEB. 17, 2014 �ssl VARIANCE I REVISION DAU INITIAL Approved by the Planning & Environmental Commission TOWN OF VAIL 1 By Joe Batcheller at 4:47 pm, Feb 26, 2014 I 0 N of T L v v c v 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" I U w �7 x v W � Q w M c� W M oc [� W) 0 W �q 00 E z UpCA U M O�� U Q� �'" W � W W w [� O W W I--I I--I x O � � W O � 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 'PHIS DOCUMENT', AND 'LIFE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A A_ ARCHITECT P.C., AND IS NO'] IO BL USED IN WHOLE. OR PART WITHOUT 'THE WRI'TTL.N AUTHORIZATION 01 STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDI'I' IONS 'To VERIFY THAT THOSE. SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCH ITE.CT BEFORE PROCEEDING JOB NUMBER: 13-8 DRAWN BY TH DAIL: JAN. 9, 2014 ISSUE: VARIANCE 4 REVISION DATE INITIAL A3 0 Approved by the Planning & Environmental Commission TOWN OF VA I~ L By Joe Batcheller at 4:47 pm, Feb 26, 2014 0 N L L LL- UPPER LEVEL 84 PROPOSED WINDO OL MAIN LEVEL 846C EXISTING GRADE FINISHED GRADE LOWER LEVEL 84, AMA I1,Y1 tnlJ I11'4U 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 O W ry D W O W O ry n W Q 00 M 00 00 W O 00 p� � o w O °c H M (T' o W� O a W a w Q O w a w 0 w I i--i I--i F� O � O F—I Fl4 I-MI �--i Z U O Q Ol � H w H x x w O W H z H z 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 DATE FEB. 17, 2014 Issl VARIANCE I # REVISION MTI INITIAL Approved by the Planning & Environmental Commission TOWN OF VAIL A By Joe Batcheller at 4:47 pm, Feb 26, 2014 LO 0 0 N of T L v v v T 10B (0 ,4jj o' o/ o� 1r O I, / / / / i / i / i / / i / / i / / / / / / / / / / i / i / / / / PROPERTY LINE \— BUILDING SETBACK / PROPERTY LINE \ \ \ QI III r)l Alr' CCTOAr'I! S5,3 0 7 //7 � � � E � 20' PEDESTRIAN, DRAINAGE, & UTILITY EASEMENT 0 N N rul SITE COVERAGE 1/4n = 1' -0" 0 2' 4' 8' \ \ VD U W x Z U \ W � Q Q w \ M c� W M oc F- W o OC ��o F- � U M C) \ U "z— — 'HS 5 W SCALE: 1/4" = 1' -0" - 0 N -- a _ -- z -- _ I — VD U W x Z U W � Q Q w M c� W M oc F- W o OC ��o F- � U M C) U ZQ� �'" W � W a W w [� O CJ1 � W W �n� O I� Q x O � � W O � U Q z 0 0 con 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 OFPROFESSIONAL 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 SF1 Approved by the Planning & Environmental Commission TOWN OF VAIL � By Joe Batcheller at 4:48 pm, Feb 26, 2014 BELOW GRADE = 147.58 SQ. FT. 0 N of T L v v c v oCl n1AI no A fl C' - i A -7 C' r% Cr LOWER LEVEL GRFA 1/4" = 1' -0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" U w x U W � M c� W M oc F- W) OD W 00 O E- °O cn z U U U M U ZQ� �'" W � W a W w [� O CJ1 � W W �n� O I� Q x O � � W O � U O O un W W Q W � U � Z U W W 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 SF2 0 1 Approved by the Planning & Environmental Commission TOWN OF VAIL A By Joe Batcheller at 4:48 pm, Feb 26, 2014 :. 0 N T L v v MAIN LEVEL GRFA 1/4" = V-0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" D. F FT. ). F1 SQ. FT. ' SQ 100 91 S 9 S( 5 S( 6 S( ?7 c 17 c JQ• .. 91 `. I Sc SQ, T. T. T. -T. T. -T. FT. F U w x W � Q w -- O M 0 rr^^ Vl �I'D E - W � � O �. E- O M N O-� U >" W rn W O a ¢ W w [� O w as w � O Q Q x O � W � O � U Q � U W � W ►-� O Q � � W .. W O � COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OFPROFESSIONAL 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 SF3 Approved by the Planning & Environmental Commission TOW �� A By Joe Batcheller at 4:49 pm, Feb 26, 2014 0 N of T L v v c v i I i MEDLEY REMODEL 4444 STREAMSIDE CIRCLE VAIL, COLORADO 81657 GRFA / SITE COVERAGE INFORMATION ZONING: TWO FAMILY (R) SITE AREA = .1987 ACRES = 8,655.37 SQ. FT. SITE COVERAGE = 20% = 1,731 SQ. FT. MAXIMUM EXISTING SITE COVERAGE = 1,691.15 SQ. FT. PROPOSED SITE COVERAGE = 1,721.28 SQ. FT. REMAINING SITE COVERAGE = 9.72 SO. FT. GRFA RATIO: .46 OF SITE AREA; 8,655.37 SQ. FT. = 3,981.47 SQ. FT. .38 OF SITE AREA NEXT 5,000 SQ. FT. = 0 SQ. FT. .13 OF SITE AREA NEXT 1,901 SQ. FT. = 0 SQ. FT. TOTAL ALLOWABLE = 3,981.47 SQ. FT SQUARE FOOTAGE: LOWER LEVEL = 1,518.19 SQ. FT. MAIN LEVEL = 1,441.85 SO. FT. UPPER LEVEL = 660.16 SQ. FT. GARAGE = 303.27 SQ. FT. TOTAL = 3,923.47 SQ. FT. DEDUCTIONS: LOWER LEVEL BELOW GRADE = 1,276.15 SQ. FT. 1 ,276.15 SQ. FT. DIVIDED BY 1,51 8.19 SQ. FT. _ .8405 OR 84% 1,518.19 X .84 = 1,275.28 SQ. FT. 1,518.19 - 1,275.28 = 242.91 SO. FT. NEW LOWER LEVEL = 242.91 SQ. FT. GARAGE DEDUCTION = 300 SQ. FT. GRFA: LOWER LEVEL = 242.91 SQ. FT. MAIN LEVEL = 1,441.85 SQ. FT. UPPER LEVEL = 660.16 SQ. FT. GARAGE = 3.27 SQ. FT. TOTAL = 2,348.19 SQ. FT. TOTAL ALLOWED = 3,981.47 SQ. FT. REMAINING GRFA = 1,633.28 SQ. FT. UPPER LEVEL GRFA 1/4" = 1' -0" 0 2' 4' 8' 'HS S SCALE: 1/4" = 1' -0" - - - - - -1 I U w �7 x v W � Q w M c� W M oc [� W) OO W �q 00 E p °O z rq U U M O�� U �'" W w [� O W W �n� O I� Q x O � � W O � U Q Z O O con W W Q W U � Z U W W Q � � � � W � W W O � 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 OFPROFESSIONAL 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 SF4