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HomeMy WebLinkAboutDRB130400 Plans ApprovedGENERAL NOTES 1 ALL WORK SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES, LAWS, PERMITS AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. 2 THESE DOCUMENTS ARE NOT INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. THE GENERAL CONTRACTOR (G.C.) SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. 3 IT IS THE RESPONSIBILITY OF THE G.C. TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE CONTRACT DOCUMENTS (CD'S), AND TO NOTIFY THE ARCHITECT AT ONCE IF ANY DISCREPANCIES APPEAR IN THE CD'S, OR BETWEEN THE CD'S AND EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND /OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. 4 SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND /OR MATERIALS. 5 DIMENSIONS: A) ALL DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.; B) ALL PLAN DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD, AND CENTER LINE OF COLUMN /BEAM, U.O.N.; C) FLOOR TO FLOOR DIMENSIONS ARE FROM TOP OF PLYWOOD SUBSURFACE TO TOP OF PLYWOOD SUBSURFACE, U.O.N.; D) VERIFY IN FIELD (V.I.F.) ALL EXISTING CONDITIONS DIMENSIONS, LOCATIONS AND SITE CONDITIONS PRIOR TO NEW CONSTRUCTION. 6 THE G.C. SHALL SUBMIT SAMPLES OF ANY MATERIALS PROPOSED FOR SUBSTITUTION TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE THE WORK IS TO BE PERFORMED. WORK SHALL CONFORM TO THE APPROVED SAMPLES. 7 THE G.C. SHALL SUBMIT REQUIRED SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE THE WORK IS TO BE PERFORMED. WORK SHALL CONFORM TO THE APPROVED SHOP DRAWINGS. 8 THE G.C. SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. 9 THE G.C. SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 10 THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED. EACH SUB - CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS /HER OPERATION UPON COMPLETION OF HIS /HER WORK. 11 THE G.C. SHALL PERFORM ALL PHASES OF CONSTRUCTION SUCH THAT ALL NEW CONSTRUCTION FITS FLUSH AND SEAMLESSLY WITH ADJACENT EXISTING CONDITIONS, AND SHALL NOT ENDANGER ANY EXISTING CONDITIONS OR OTHER WORK. 12 THE G.C. SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQUIRED. 13 PROVIDE SMOKE & CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH THE 2012 IRC. 14 ALL CONSTRUCTION, STAGING, CONTRACTOR PARKING AND MATERIALS STORAGE SHALL BE CONFINED TO THE LIMITS OF THE EXISTING DRIVEWAY AND THE IMMEDIATE PERIMETER OF THE EXISTING BUILDING. ALL ACTIVITY PERFORMED AS PART OF THIS PROJECT SHALL BE CONTAINED ON THE PROJECT PROPERTY. 15 CHANGES TO THESE CONTRACT DOCUMENTS SHALL BE NOTED IN THE FIELD AND MAINTAINED ON -SITE FOR THE DURATION OF THE PROJECT FOR CONSTRUCTION OBSERVATION. 16 AS -BUILT DRAWINGS WILL BE PROVIDED TO THE TOWN PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 17 UTILITY METER LOCATIONS TO BE APPROVED BY UTILITY COMPANIES. 18 A STANDARD ERWSD BLACK WATER METER READER TO BE LOCATED NEXT TO UTILITY METER LOCATIONS TO BE READ FROM EACH DRIVEWAY. 19 ALL INTERIOR NON - BEARING WALLS TO BE 2x4. 20 ALL INTERIOR BEARING WALLS TO BE 2x6. SEE STRUCTURAL DWG'S FOR SPECS 21 ALL EXTERIOR WALLS TO BE 2x6. SEE STRUCTURAL DWG'S FOR SPECS 22 ALL HORIZONTAL FRAMING DIMENSIONS ARE TO THE FACE OF WOOD FRAMING, U.O.N. 23 ALL VERTICAL FRAMING DIMENSIONS ARE FROM THE T.O. PLYWOOD, U.O.N. 24 ALL HORIZONTAL DIMENSIONS FOR OPENINGS ARE TO THE CENTER LINE OF R.O. 25 ALL VERTICAL DIMENSIONS FOR OPENINGS ARE TO THE TOP OF R.O. 26 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. 27 ALL CONCRETE SLABS -ON -GRADE AT CONDITIONED LIVING SPACE TO BE HAETED. 28 ALL WOOD FRAMED FLOORS AT CONDITIONED LIVING SPACE TO BE JOISTS PER STRUCTURAL DWG'S AND TOPPED WITH 1 1/2" LIGHT - WEIGHT CONCRETE CONTAINING IN -FLOOR RADIANT HEATING DEVICE. 29 BOILER TO BE 92% EFFICIENT. GENERAL SITE NOTES 1 THE GENERAL CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH TOWN GUIDELINES. 2 THE CONSTRUCTION LIMIT LINE IS THE CONTRACT LINE. DO NOT DISTURB ANY EXISTING TREES OR VEGETATION DESIGNATED TO REMAIN OR LOCATED OUTSIDE OF THE CONSTRUCTION LIMIT LINE WITHOUT APPROVAL OF THE OWNER AND THE TOWN. 3 THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GUTTERS THAT MAY AFFECT THE SCOPE OF WORK PRIOR TO BEGINNING SITE CONSTRUCTION. 4 EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT LOCATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, OR ANYTHING NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE GENERAL CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE LOCATION DURING ALL PHASES OF THE WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES OR STRUCTURES AND ANY INJURIES THEREFROM. RESTORATION OF ANY UTILITIES DAMAGED BY THE GENERAL CONTRACTOR SHALL BE AT THE GENERAL CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 5 CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT SPECIFICATIONS FOR SEWER CONSTRUCTION. PROVIDE SEWER CLEANOUT WITH LOCATION TO BE REVIEWED BY TOWN ENGINEER. 6 THE GENERAL CONTRACTOR SHALL PROVIDE DRAWINGS SHOWING PROPOSED UTILITY SERVICE CONNECTIONS FOR THE ENGINEER'S REVIEW PRIOR TO CONSTRUCTION. 7 ROAD CUTS AND ANY OTHER CONSTRUCTION IN ROAD RIGHT -OF -WAY SHALL CONFORM TO TOWN GUIDELINES. 8 ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE GEOTECHNICAL ENGINEER. 9 PROVIDE WRITTEN NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED SITE IMPROVEMENTS. 10 CONTRACTOR(S) SHALL TAKE ALL NECESSARY STEPS AS REQUIRED TO PROPERLY PROTECT AND MAINTAIN HIS WORK FOR THE DURATION OF THIS CONTRACT. 11 THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING, TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY OPERATIONS AND PROCEDURES TO PROTECT THE OWNER, OTHER CONTRACTORS, THE PUBLIC AND OTHERS. 12 ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 13 CONTRACTOR(S) SHALL EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL WORK LINES. 14 CONTRACTOR(S) SHALL STAKE OUT ALL AREAS, INCLUDING WALKS, PAVEMENTS, WALLS, POOLS AND FENCES AND SHALL OBTAIN THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 15 CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 16 ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM 2.5% GRADIENT UNLESS OTHERWISE NOTES. 17 GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES, UNLESS SHOWN OTHERWISE IN GRADING DETAILS. 18 GRADE AWAY FROM ALL BUILDINGS AT A MINIMUM SLOPE OF 10% IN UNPAVED AREAS AND MINIMUM SLOPE OF 2% IN PAVED AREAS. 19 CLEANOUTS SHALL BE PROVIDED FOR ALL CHANGES IN LINES AND /OR GRADE OR THE SANITARY SEWER SERVICE. 20 CONFORM TO TOWN STANDARDS FOR WATER CONSTRUCTION. MAINTAIN 10 FEET MINIMUM SEPARATION BETWEEN WATER AND SEWER UNDERGROUND SERVICE PIPES. MAINTAIN SEVEN FEET MINIMUM COVER AT UNDERGROUND WATER SERVICE AND ASSOCIATED LINES. NEW CURB STOPS AND SERVICE LINES SHALL BE INSTALLED FOR EACH UNIT. CURB STOPS SHALL LOCATED ON THE PROPERTY LINE IN A SPOT APPROVED BY THE TOWN PUBLIC WORKS DIRECTOR. 21 IF UTILITY CONNECTION POINTS ARE NOT KNOWN AT THE TIME OF BUILDING PERMIT SUBMISSION, LOCATIONS TO BE COORDINATED AND APPROVED BY TOWN AND SERVICE PROVIDERS IN ADVANCE. ENERGY CODE NOTES PROJECT DIRECTORY 1896 West Gore Creek Drive Residence Parcel No: 2103 - 123 -07 -021 Lot 49, Vail Village West Filing No. 2 1896 West Gore Creek Drive Vail, CO 81657 Designer mpp design shop inc. Michael Pukas PO Box 288 95 Willowstone Place mobile: (970) 390 -4931 e -mail: michael@mppdesignshop.com General Contractor Slopeside Construction Mike Dantas 2121 North Frontage Road West PMB 206 Vail, CO 81657 mobile: (970) 373 -5444 e -mail: mikedantas @comcast.net Structural En_. iq neer KRM COnsultants Tim Hennum PO Box 4572 Vail, CO 81657 office: (970) 949 -9391 fax: (970) 949 -1577 e -mail: tim @krmconsultants.com Civil Engineer Martin - Martin Consulting Engineers Mark Luna 225 Main St., Unit C 101 Edwards, CO 81632 office: (970) 926 -6007 fax: (970) 926 -6009 e -mail: mluna @martinmartin - mtn.com Land Surveyor Peak Land Consultants, Inc. Jon Fee 1000 Lions Ridge Loop, Suite 1 D Vail CO 81657 office: (970) 476 -8644 fax: (970) 476 -8616 e -mail: john @peakland.net GC TO COMPLY WITH ALL REQUIREMENTS OF THE 2012 INTERNATIONAL ENERGY CONSERVATION CODE AND THE TOWN OF VAIL'S ADOPTED CODE AMENDMENTS, INCLUDING BUT NOT LIMITED TO; CLIMATE ZONE 6 FENESTRATION U- FACTOR 0.30 CEILING R -VALUE 49 WOOD FRAME WALL R- VALUE23 Level 3 Plan MASS WALL R -VALUE 15/20 FLOOR R -VALUE 30 BASEMENT WALL R -VALUE 15/19 - CONTINUOUS /FRAMING CAVITY SLAB R -VALUE AND DEPTH 10, 4FT CRAWL SPACE WALL R -VALUE 15/19 - CONTINUOUS /FRAMING CAVITY HEATED SLAB ON GRADE R -VALUE 15 SHEET INDEX Topographic Survey Cl Grading Plan C2 Utility Plan A1.1 Site Plan A1.2 Landscape Plan A2.0 Area Plans -- - SHEET INDEX Topographic Survey Cl Grading Plan C2 Utility Plan A1.1 Site Plan A1.2 Landscape Plan A2.0 Area Plans A2.1 Level 1 Plan A2.2 Level 2 Plan A2.3 Level 3 Plan A2.4 Roof Plans A3.1 South Elevation A3.2 West Elevation A3.3 North Elevation A3.4 East Elevation 2 Hr iei view Vicinity Map U 1., = 1000' -0,, A4.1 Building Sections A4.2 Building Sections A4.3 Building Sections A4.4 Building Sections A4.5 Building Sections A4.6 Building Sections S1 General Notes & Specifications S2 Foundation Plan S3 Main Floor & Low Roof Framing Plan S4 Upper Floor Framing Plan S5 Roof Framing Plan S6 Foundation Details S7 Foundation & Framing Details S8 Framing Details S9 Retaining Walls Details & Specifications M1.0 Mechanical Cover Sheet M2.1 Level 1 & Level 2 Mechanical Plans M2.2 Level 3 & Roof Level Mechanical Plans DRB130400 Design Review Staff Approval By Joe Batcheller at 11:35 am, Sep 12, 2013 TOWN OF VAIL 6� Received TOWN OF y t,ry I L' 1 By Carolyn Godfrey at 8:42 am, Aug 30, 2013 • 00 00 Nom— E UN�10 0CL OOO Q • O C O (70 = O C 3 j O1 . O O cr, — Q V) Lr)� Q N • — O _U W 1.L W Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 O V W W L UN O Z b LJ_ 0o N N >(1) > CO r_1 CV i N 00 p U W -'0 U — �°O� �> # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 Project Number: 1304 Drawn by: mpp Checked by: mpp Gove r Sheet AO,00 scale 1 : 12000 N m 0 I x 0 M M_ Q 3 I C- I x cC x rn rn or I 0 0C C VICINITY MAP L - SCALE: 1"=500' - - 9 ^o Pe� / - S T 11 I SECT. 12 - - SECT. 13 x / r I /a/0/ /o I I I I ' Iii \ \\ \ ->- y r I I I� I � i SECTION 12 TOWNSHIP 5 SOUTH RANGE 81 WEST, 6th P.M. .SITE LOCATION I I fn I i i� N�1100$ ]LTim 1010 -401 'wMi21111� LOT 49, VAIL VILLAGE WEST FILING No. 2 sECTIOIV 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE SIXTH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO FOUND 36.74' W.C. / / \ No. 5 REBAR WITH 1Y2' ALUMINUM CAP \ \\ // / \ L.S. No. 11204 1 (0.3' FROM LOT LINE) �� \\ LOT 26 /' x Ole FOUND 4' W.C. \ / No. 5 REBAR WITH 1Y2" ALUMINUM CAP \ ,/ �v \ L.S. No. 30116 (0.4' FROM LOT LINE) \� LOT 27 F�' FOUND No. 5 REBAR / / WITH RED PLASTIC CAP \\ / 1 \ / \\ //' Z(�F\L 60 4' FR OM LOT CORNER) 101, 1000, LOT 28 \\/' �LOT 50 / / \ 10, / SET No. 5 REBAR / "d6CQ� WITH 1Y2" ALUMINUM CAP 9 ,/ L.S. No. 2759/ 1 / // cap FOUND No. 5 REBAR \\ Fc SET 1Y2" ALUMINUM CAP \ �FF� L.S. No. 27598 \ FOUND No. 5 REBAR (N83'40'W -�.5' FROM LOT CORNER) /, LOT 6B / LOT 48 /// \\ HIGHLAND MEADOWS FILING No. 2 / / (RECEPTION No. 840994) \\ FKLIND No. 5 REBAR \ \ (S82'59'W - 0.3' / \ FOUND No. 5 REBAR \ \ SET No. 5 REBAR \ (N47'15'W - 3.1' FROM LOT CORNER) FROM LOT CORNER) 1� \ \ WITH 1Y2" ALUMINUM CAP \ L.S. No. 27598 \ \ \ BASIS OF BEARING /,' \\ LOT 47 \\ LOT 6B \ \\ S40.55'00 "w \ \ HIGHLAND MEADOWS FILING No. 2 \ 181.00 ,/ \ \ FOUND No. 5 REBAR \ (RECEPTION No. 840994) \ // \ \ SET 1Y2" ALUMINUM CAP \ \ / \ \ L.S. No. 27598 \\ \� \ \ FOUND No. 4 REBAR WITH WASHER (S78'31'E - 0.9" FROM LOT CORNER) AND \ \ i FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP \ \ i L.S. No. 20695 (S71'41'E - 1.0' FROM LOT CORNER) \\ FOUND No. 5 REBAR \ i \ FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP \ L.S. No. 20695 (S65.03'E - 1.4' FROM LOT CORNER) i tic \\ \ y y� IN \ 9 tS s \ O I 9A�s/ � \ ETA CONTROL DETAIL ° D -� 1 �R��o N 1 J \ \� SCALE: 1 " =40' 1 \ DEPOSITED THIS -- - - - - -- DAY OF ---------- - - - - -, 20 - - - - -, AT - - - - - -- IN BOOK - - - - -- OF THE PEAK LAND CONSULTANTS, INC. EAGLE COUNTY SURVEYOR'S LAND SURVEY PLAT /RIGHTS -OF -WAY SURVEYS AT PAGE -- - - - - -, PH:(970)476 -8844 FAX:(970)476 -8818 RECEPTION No. ------------------- 1000 LION'S RIDGE LOOP, SUITE 1D VAIL, CO 81657 FOUND 4' W.C. \ / No. 5 REBAR WITH 1Y2" ALUMINUM CAP L.S. LO LINE) / (0.4' FROM LOT LINE) 7sas.s / / / / ' 7948.0 / 7949.6 7949.3 / 7948.1 7949.7 LID DRAINAGE INLET CP RIM = 7948.9 /// / �G EDGE OF ASPHALT------- / v <� 7948.9 ��/ /Z/ / / / 7949.2 w[� BUILDING / /j/ SETBACK 7948.8 EDGE OF ASPHALT 7949.0 c:1 / 7948.9 TP �g50 7949.5 LOT 49 0.247 ACRES / TELEPHONE 1896 WEST GORE CREEK DRIVE PEDESTAL (TYPICAL) SET No. 5 REBAR 8 WITH 1Y2" ALUMINUM CAP L.S. No. 27598 \ ATE / EDGE OF ASPHALT \\ /6I\ \\ / /> sj LOT 48 ZA Tk �-� 12 INDICATES A DECIDUOUS TREE WITH TRUNK DIAMETER. /j //N"� 2 INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER. 15 ` / AO GENERAL NOTES: / 1. DATE OF SURVEY: MARCH 20, 2013. / 2. BASIS OF BEARINGS: FOUND No. 5 REBAR AT THE EAST CORNER OF LOT 49 AND A FOUND '> No. 5 REBAR AT THE SOUTH CORNER OF LOT 48 BEING S 40 °55'00" W A DISTANCE OF 181.00 / FEET (SEE CONTROL DETAIL). 3. PROJECT BENCHMARK: SEWER MANHOLE MH 1680 LOCATED NORTHWEST OF LOT 46 LYING WITHIN WEST GORE CREEK DRIVE. RIM ELEVATION = 7944.2, INVERT ELEVATION (NE) = 7935.6. 4. LINEAL UNITS OF MEASUREMENTS SHOWN ARE GIVEN IN US SURVEY FOOT. 5. LOT 49 IS SUBJECT TO THE EASEMENTS, COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND NOTES AS SHOWN OR RESERVED ON THE PLAT OF VAIL VILLAGE WEST FILING No. 2 RECORDED JULY 7, 1965, 6. PEAK LAND CONSULTANTS, 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 IMPROVEMENT SURVEY PLAT WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. V50035759, MARCH 6, 2013, AT 5:00 P.M. 7. 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. / / / / 7950.1 / / FOUND No. 5 REBAR op WITH RED PLASTIC CAP L.S. No. 26626 (S81.58'E - 0.4' FROM LOT CORNER) ^ lb _ q wo, PlAr SET No. 5 REBAR WITH 1Y" ALUMINUM CAP L.S. No. 27598 Al GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. LEGAL DESCRIPTION: LOT 49, VAIL VILLAGE WEST FILING No. 2 TOWN OF VAIL, EAGLE COUNTY, STATE OF COLORADO RECORDED JULY 7, 1965 AT RECEPTION No. 101699. SURVEYOR'S CERTIFICATE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. DATE: LOT 50 Ir'llh, wom 1,7_0. BRENT BIGGS COLORADO P.L.S. 27598 FOR & ON BEHALF OF PEAK LAND SURVEYING, INC. j � /j rt { FOUND No. 5 REBAR SET 1Y2" ALUMINUM CAP L.S. No. 27598 LOT 6B HIGHLAND MEADOWS FILING No. 2 (RECEPTION No. 840994) FOUND No. 5 REBAR (N47.15'W - 3.1' FROM LOT CORNER) LOT 6B HIGHLAND MEADOWS FILING No. 2 \ (RECEPTION No. 840994) bi 0 w LLJ o II CD bi 1 _ y\ \\ \\ \ \ /� \\ �\ �\ ♦ \ I�' \ \\ \ x\ \vim I I I I ` I i \ I i I �I JA�\ 1 1 r-- \ \ I 1 1 1 1 1 1 I��,%;��\ \ ' LIMITS OF DISTURBANCE (TYP) , \ \ \ I I I I I I I `� _ �LIM�TS OF I I I I TENSARRIA�C EOS10N I I \ \ \ \ V A V 1 \ I I I I I 1 I CONTROL BLANKET 3' IN WI THI \ \ \ \ A \ \ \ \ \ 1 I I \ I I I I \ III I 1 1 1 1 1 CURBICUTTER CEINTERE ON ALL SWALES \ \ \ \ \ \ \ \ \ I I I I I I I I I 1 \ \ I 1 \ � \ � �, \ I ST�EPER�HAN 21 (TYP I \ \ \ \ \' \ \ �\ \ � \ 00 196, ro '8. / w o o \ \ 1 \ I I I I I I 1 I I I I I I I I 1 1 � I I I C °v WATER SERVI (R E� SHEET c2) \ w \ w � w — — 0') \ I I I I I I I I O O O 9 O N O U, O (y' g �qD �I o so64 I I \' I \ \ I \ I I I I \ I I I I \ I \ I II \ I II I I \ I \ o FG ST 1959 I II I I I I I I 'I I \ I �\ I I V II I I I I I I II I I II J 57.50 \ F �� T T S '', S � o� �� �� ° ��� s �'�� �� � � 83.38 CP 1I ROOF OVERHANG (TYP) T T \ �� Fo 1 I 1 I ' S9• 50 I I ° I\ TOW SUMP PUMP FORCE MAIN o 'SO o PERIMETER DRAIN ( RE: SHEET C2 ) (RE. SHEET C2) I I I I I I I I I I I 1 1 I I I I I I I I 7.1 % _1-0'0% I I SI GLE-'TIER IBOUL�ER RIETAIN�NG VVA 1 I I I I I I S SST I I RE: STRUICTUR L DE AIL I ( � � �Kll �' - DRAINAGE INLET MATCH TO EXISTING 1 I I \ I I I I y \ \ \ \ \ \ \ GRADE AT BACK OF CURB (TYP) SEWER SERVICE (RE: SHEET C2) 10.6% REMOVE EXISTING I DRIVEWAY CUT AND REPLACE WITH 6" II CURB /GUTTER II II II II II DEPRESSED CURB I DRIVEWAY CUT TO I 11 MATCH EXISTING II II II 3 6% 9 " Tell _ m NOTES: WEST ORE CREEK I 1 S NGLE -TIER BOU DE , NET A NI G ALL DRIVE � 0UTHERLY I I y I 1 I I I (RE: STRUCTUR L �'QEI�AIL�',SK�� P)� RIGHT �F WAY LINE X10:1 \ (b ��� ° \ \ \ \ \ \ \ EXTERIOR BUILD G' WAf` L TYP I I I I 1 1 i I I I \ \ \ \ \ \ \ �� I I I 1 I I I \ \ \ \ \ 10:1 \ \ -SS I I I I 1 SINGLE — FAMILY I RESIDENCE I I I I \ \ \ \ o I 1 1896 WESTI GORE CREED DRIVE I 1 (LOWER,, FFE 7951.09 UPPER FFE 7977.00) I I I I I I \ G \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SL ST ST ST ST ST I I I I I I I I \ \ \ \ \ \ A \ V \ \ \ \ \ \ \ \ I I I I I I I I I I I i I \ \ o °��, I I I I I I I I I I � � � ` >9 02 PE IMET R D IAIN '(RE- SHEET C ST ROOF OVERHANG (TYP) I I I I I I F- I I I I I I \ \ \ \ \ \ ST 50.661 I I I I I I I I I I I I RIM I I I I II II I I I LIMITS F DISTURBANCE TY� \ \ \ V \ \ \ \ I 50.26 10:1 I I I I I I \ \ \ V \ \ \ \\ I FG k I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I \ \ \ \\ \\ � n �o�� ��� I ��,�� I i I ► I I I I ► I I I I I o f I I �1 I I I I i I I \ \ \ \ \ \\ \ Driveway grade complies 96 . I so. I s \ ASPHALT DRIVE I 0.68 I I I I I I I I o I \ V I I I V A _ -39%c SINGLE0 - mo T I ER co �BO O ULDE A �RETA ININGA WALL � I I I I I I I (RE: bl T , YO) o I m K �`' o ° 0 Pte C) I TRANSITION TO ELIMINATE SWALE BETW EN -- . � -2 q RIGHT OF WAY AND BACK OF CURB F I I I I I I I \ I I I \ 1 I I� � � `�T MAINTAIN POSITIVE DRAINAGE TOWARD URB. 9 � T � co S I r;� "�'.� �;� �, APPROXIMATE SWAL� FLOWLINE I I I I I 1 1 n� I (MAINTAIN '2% MINIM SLOPE, ITYP) I I \ I \ II I I \ 1 3.9% I 1 1 t'fNZ'LE -TIER BOULDER R TAINING WALL 3 '�- y I I \ I I \ 1 V 1 (RE: STRUCTURAL DE AIL SK1 , TYP) \ma(2 o ti o i° 8z ° I I I e I I I 1 \ - � 54.45 57.2 6 � � - -- _ row s I 1 1 1 1 I o 6, \� Oo I I I I \ 1 1 1 \ 1 1 \ °� - -- 5605 1 1 \ \ 1 1 ITENSAR T IAX EROSION CONTROL 13LANKET 3' IN 'WIDT\ �V 1 1 1 \ 1 1 LIMITS OF DISTURBANCE �TYP) � \ I I I I CENTERED N ALL SWALEg\ �STEEPER T� N 2;1 TYP 1 1. DRAINAGE TO BE DIRECTED AWAY FROM ENDS OF BOULDER WALLS. 2. ALL SITE GRADING EXCAVATION, EMBANKMENT, AND COMPACTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST GEOTECHNICAL INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE TOWN OF VAIL'S "STANDARDS AND SPECIFICATIONS �'�D FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS," LATEST EDITION. \ \ \ \ \ \ \ \ \ \ \ \ \ 1 3. THE GRADING DESIGN SHOWN HEREON HAS BEEN PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF FHA AND HUD CRITERIA AND TO THE GREATEST EXTENT POSSIBLE, IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS FOR THIS PROJECT. VARIOUS CONFLICTING DESIGN CRITERIA MAKE TOTAL COMPLIANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS DIFFICULT [TOPOGRAPHY, SITE PLAN LAYOUT, ETC.]. THUS, THESE PLANS HAVE BEEN PROVIDED TO THE GEOTECHNICAL ENGINEER FOR REVIEW AND COMMENT RELATIVE TO COMPLIANCE WITH THEIR RECOMMENDATIONS. IF THE GEOTECHNICAL ENGINEER DETERMINES THE DESIGN MAY COMPROMISE THE ACCEPTABLE PERFORMANCE OF THE STRUCTURES AND /OR PAVEMENTS, UPON RECEIPT OF THE WRITTEN COMMENTS FROM THE GEOTECHNICAL ENGINEER, COMMENTS WILL BE DISCUSSED AND RESOLVED WITH THE OWNER AND THE GEOTECHNICAL ENGINEER, AND WILL BE ADDRESSED IN A MANNER AS DIRECTED BY THE OWNER. 4. IF THE OWNER ELECTS TO UTILIZE FOUNDATION SYSTEMS AND /OR PAVEMENT DESIGNS THAT REQUIRE SPECIAL CONSIDERATION FOR CONTROL OF SUBGRADE MOISTURE, SPECIAL PRECAUTIONS AND EXTRAORDINARY DESIGN PARAMETERS SHALL BE THE RESPONSIBILITY OF THE GEOTECHNICAL ENGINEER IN CONCERT WITH THE FOUNDATION /PAVEMENT DESIGN. IT IS ACKNOWLEDGED THAT VARIOUS FOUNDATION SYSTEMS REQUIRE DIFFERENT LEVELS OF SUBGRADE PREPARATION, DRAINAGE DESIGNS, AND /OR SUBSURFACE DRAINAGE CRITERIA THAT ARE BEYOND THE PURVIEW AND RESPONSIBILITY OF MARTIN /MARTIN, AND THE GRADING PLANS SHOWN HEREON. THE INCORPORATION AND EXECUTION OF THESE SPECIAL PRECAUTIONS SHALL OCCUR IN CLOSE COORDINATION WITH THE GEOTECHNICAL ENGINEER'S DESIGN AND CONSTRUCTION OBSERVATIONS 7. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN HEREIN ARE DEFINED AS FINISHED ELEVATION AFTER PAVING, LANDSCAPING, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECH FOR PAVEMENT THICKNESS AND LANDSCAPE FOR THICKNESS OF TOPSOIL, SOD AND LANDSCAPE MATERIALS. ALL SPOTS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. FG = FINISHED GRADE, FF = FINISH FLOOR, TOF = TOP OF FOUNDATION, HP = HIGH POINT, LP = LOW POINT, TOW = TOP OF WALL [FINISHED GRADE AT BACK OF WALL], BOW = BOTTOM OF WALL [FINISHED GRADE AT FACE OF WALL], GB = GRADE BREAK, FL = FLOWLINE, TOC = TOP OF CURB. • 5. GRADING SHOWN HEREON IS DESIGNED TO ADDRESS PROPER DRAINAGE CONSIDERATIONS FOR THE PROTECTION OF THE STRUCTURES AND g. TEMPORARY CUT /FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF [1:1] (H:V). PERMANENT SLOPES SHALL NOT EXCEED 2:1 (H:V) [UNLESS IMPROVEMENTS WITHIN THE PROJECT. THE COORDINATION OF THIS DESIGN AND COMPLIANCE WITH THE GEOTECHNICAL ENGINEER'S NOTED OTHERWISE] IN AREAS TO BE SEEDED OR SODDED. RECOMMENDATION WITH THE LANDSCAPE ARCHITECT'S DESIGN, IS THE RESPONSIBILITY OF THE OWNER AND /OR DEVELOPER. MARTIN /MARTIN HIGHLY RECOMMENDS THAT THE LANDSCAPE IMPROVEMENTS BE REVIEWED AND APPROVED FOR COMPLIANCE WITH RECOMMENDATIONS OF THE 9. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, VALVE BOXES, ETC. TO MATCH FINAL GRADE. GEOTECHNICAL ENGINEER. 6. EXISTING ELEVATIONS SHOWN ON THIS DRAWING HAVE BEEN DEPICTED FROM BEST AVAILABLE INFORMATION AND ARE SHOWN TO THE EXTENT 10. MARTIN /MARTIN IS PROVIDING LINE AND GRADE FOR THE RETAINING WALLS SHOWN HEREON. THE WALL LAYOUT /GRADING SHOWN IS PROVIDED KNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING GRADE CONDITIONS AT THE LIMITS OF CONSTRUCTION AND TO THE WALL DESIGNER /CONTRACTOR AS A COURTESY. THE WALL DESIGNER SHALL TAKE INTO CONSIDERATION ALL JURISDICTIONAL AT LOCATIONS THAT INTERFACE WITH EXISTING OR PROPOSED BUILDINGS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES THAT CONTRADICT REQUIREMENTS, GEOTECHNICAL INFORMATION AND REQUIREMENTS, AND GRADING /DRAINAGE PATTERNS IN THE DESIGN OF THE WALLS. THE THE ENGINEERS INTENT FOR DRAINAGE PATTERNS, MAXIMUM AND MINIMUM SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE PLAN. THE RETAINING WALL DESIGN NEEDS TO ACCOMMODATE THE EFFECTS OF UNCONTROLLED RUNOFF FROM UP- GRADIENT OF THE WALLS, INCLUDING ENGINEER WILL NOT BE LIABLE FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION. HYDROSTATIC PRESSURE AND EROSION. REFER TO THESE GRADING PLANS PREPARED BY MARTIN /MARTIN FOR PROPOSED GRADING. I I I I I I I I I I I I N Design Review Staff Approval TOWN OF VAI L I By Joe BatcheYer at 11:36 am, Sep 12, 2013 5 2.5 0 5 10 SCALE: 1 " =5' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET w what's below. II before you di CALL 811 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 0 0 0 N `o 0 0 REG/ • US 22, 201 Z: Q'VAL `c\v_ Z W O N U � W z L m z Q 69 ❑ rn ] ❑ O z W F < o w ❑ L� 0 Z L9 z a -J❑o U) U U1 J 7 z N 0 ❑ Q ❑ N L� Q z 0 Ln 3 ❑ X C G U N ❑ Ll Q N W M W W 4� UN n 1 W Z � OL— C14 IL O T� O � 10 0 00 0`1 L # Description Date 1 BUILDING PERMIT 08/15/13 Project Number: 13.0XXX Drawn by: JJY Checked by: LML GRADING PLAN C I Scale 0 0 0 N `o 0 0 CORE DRILL INLET STRUCTURE TO FACILITATE CONNECTION. PROVIDE LINK —SEAL. GROUT ANNULAR SPACE WITH NON— SHRINK GROUT. Ld Of 0 w LLJ Of U LLJ 0 LLJ \ \ � CURB�GUTTER W v ( EXTEND WATER SERVICE (SEE NOTE 1) I I \I I \ o \I II DR,4INA GE INLET I EXTEND SEWER I SERVICE (SEE NOtE 1) I �3.0/' \ I� I� 0 II 1 W w I� I L X v- `� \ \ I U I 1� I I I I I I \ \ \ \ \ \ \ 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 I II LiM1 6F IJI C� (TiP)I I I I\ \ \ \ \ 1 I I I 1 1 1 II I I I I 1 1 1 1 1 1 I I \ \ \ \\ \ \ \ \ \ N I I I I I I I I I I II I 1 1 1 1 1 II 796o � � \ \ ,\ �" \ �� o � I I o I^ I ��o ► o 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 -ST I I I I I ROOF OVERHANG (TYP) \ `sss I I I I I I I I I I I I I I I I I \ I I I I \ I 1 1 I h� I I I I I I I I IF I I I I I I I \ I I I I I I I I I III I j I I I I TYPE K COPPER WATER SERVICE LINE (SIZE II \ \ ` I I I I I I I I I I I AND STUB LOCATION ON BUILDING TO BE I 4," PERFORATED PIVC I I 1 \ 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 DETERMWED BY PLUMBING ENGINEER) I I PERIMETER �RAIN© 1 .o % (MIN SLE I I I \ \ \ \\ \\ I I I I I I I I I I I I I I I I N j I I I I V I I I 1 I (SEE NOTE I4, TY�) v v I I I 1 \ \ WEST �oRE CREEK DRIVE �OUTHERL Y RIGHT VF WAS / LINE I I I \ \ \ 1 I ` I I ( 1 I I I I EkITEF 100 \ 13611_6`fNG \WA�L \( \TYPJ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -PVC SEWER SERVICE AT 2.0% MINIMUM SLOPE 1 I I I I I \ \ \ \ \ (SIZE AND STUB LOCATION ON BUILDING TO BE 1 1 1 I I I I I I I I \ \ \ \ \ \ I \ \ oo \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DETERMINED BY PLUMBING ENGINEER) i I 1 I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I \ SINGLE— �AMILY I RESIDENCE I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1896 WEST I GORE CREEK DRIVE I I I I \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I —48LF 2" ',PVC FORCE MAIN WITH SWEEPING BENDSI (LOWER FFE 7951 loo I I I I I I \ \ I \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ AND 4FT ' MIN. COVER, MAINTAIN CONSTANT SLOPE \ I 0.5% MIN BETWEEN MANHOLE AND DISCHARGE \ I I I I I I I 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r--*---'.ST —JST T ROOF OVERHANG (TYP) J I I I I I I I I I I I I I I 1 I I I I I I I \ \ \ \ \ \ \ I I I I I I I I 14 PERFORATED PVC I I I I I I I 1 \ \ \ \ \ \ \ \ \ \ \ I I I I I I I I I I PERIMETER DRAIN I I I I I I I I I I I 1 \ \ \ \ I I I I I I I 1.0% (MIN) SLOPE I I I I I I I I I I I \ \ \ \ \ \ \ I I I I I I I I I I (SEE NOTE 4, T%P) I I I I I I I I I I I I \ \ \ \ \ \\ :ECAST 4FT DIAMETER CONCRETE I I I I I I I I I I H I I I I I I I \ MANHOLE STRUCTURE FOR SUMP I I I I I I I I I I I I I I I I \ \ \ \ \ \ \ \ \ I PUMP SYSTEM (SEE NOTE 3) INV.IN =46.5± INV.OUT =47.0 I ASPHAL DRIVE I I I NOTES: 1. WATER AND SEWER UTILITY SERVICES TO BE EXTENDED AS REQUIRED TO CONNECT TO EXISTING MAINS IN WEST GORE CREEK DRIVE. PROTECT PIPES PER EAGLE RIVER WATER AND SANITATION DISTRICT STANDARDS FOR CROSSINGS EXISTING UTILITIES. REPLACE CONCRETE CURB /GUTTER TO MATCH EXISTING DIMENSIONS, GRADES, AND SLOPES. PATCH ASPHALT IN WEST GORE CREEK DRIVE PER TOWN OF VAIL STANDARDS. 2. WATER AND SEWER SERVICES TO BE BED AND BACKFILLED PER EAGLE RIVER WATER AND SANITATION DISTRICT STANDARDS. 3. SUMP PUMP SYSTEM TO BE DESIGN — BUILD. PROVIDE SIMPLEX SYSTEM WITH 8FT (MIN) AVAILABLE HEAD. 4. PERIMETER DRAIN TO BE 4 —INCH PERFORATED PVC AT 1.0% (MIN) SLOPE AND CONSTRUCTED PER GEOTECHNICAL ENGINEER'S DETAILS AND RECOMMENDATIONS. 5. INV = INVERT OF PERIMETER DRAIN PIPE I I V I I I\ \\ I 1 1 1 1 1 1 1 I I I I I I I I N 1\ I I I I I I I I I I I 1 T 55.0 T I I I I I 1 so I T Nv I I I V I I I I I I I 1 I I I I I I I I I \ I 1 � I I I I I I 1 1 1 1 I I IU0 I I J 1 I I 1 I I I I I \ I I U� � I 1 1 I I I I 1 i I I 1 I \ 1 1 I I I I I ->9�5 I I 1 I I I 1 1 1 1 \ 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 v 1 1 5 2.5 0 5 10 SCALE: 1 " =5' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET wwhars below. II before you di CALL 811 2— BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 0 0 0 N `o 0 0 p •REG� T US 22, 2013 `��OIVAL Z � O N U � � W Z �00 Z� Q 69 ] ❑ O Z W �� ❑ W L9 Z a -J❑o Z UJ U p J 7 Z N 0 ❑ Q ❑ N L� Q Ln Z 0 M 0) Ln 3 ❑ X C G U IN I Q N W M W W W L UN 0 rl1 VJ Z � D2 "o ILL O N (D N V) U� O� 10 N O •� 00 *%*Q a� >p C>', o:U 00 L .0 0 > # Description Date 1 BUILDING PERMIT 08/15/13 Project Number: 13.0XXX Drawn by: JJY Checked by: LML UTILITY PLAN C2 Scale 0 0 0 N `o 0 0 SCHEDULE 1 14% 2 18 % 3 18% 4 29% 5 14% 6 18% 7 17% 8 17% 9 16% 10 20% 11 23% 12 23% 13 31% 14 48% 15 29% 16 42% 37% 17 18 37% 19 46% 20 36% 21 53% 22 53% 23 53% 24 53% 25 62% 26 76% 27 54% 28 60 % 29 56% 30 61% 31 85% 32 78% 33 55% 34 53% 35 54% 36 78% 37 71% 38 63% 39 45% 40 51% 41 69% �n Q) O Average Slope: 44% 'So., Hieghts comply. None over 33 feet. FOUND No. 5 REB AR �� WITH RED PLASTIC OF DRAINAGE INLET 7949.7 ti \ S. No 26626 CAP EDGE OF ASPHALT / RIM = 7948.9 (S81 58E — ' 0.4 FROM LOT ' CORNER) Design Review v. 7948.9 B O�DING 3 Staff Approval / I`\ I SF °. Ac K By Joe Batcheller at 11:35 am, Sep 12, 2013 0 'y \ TOWN OF VAIL T.O. FINISHED RIDGE 7984.8 7948 7949.2 .1 / E.G. 7952.0 0 A \ j l I / BOW 7966.8 % \ 79 ".8 � / / 3 \ EDGE OF ASF, O /o �Qg�/ tiN T.O. FINISHED RIDGE 7990.7 79 9.0 NOW STORAGE p !� E.G. 7958.5 \� 7949.5 LOT 50 7949.5 N 7949.5 Iv TELEPHONE \ ��� . A �� X SITE & BUILDING ANALYSIS SET No. 5 RESAR WITH IJ /2 ALUMINUM CAP L.S. No. 27598 LOT SIZE 0..247 ACRES, 10,759 SQ FT # Description ALLOWABLE HEIGHT LIMIT 33' -0" PROPOSED HEIGHT LIMIT 32' -10" TO FINISHED RIDGE 2 Building Permit ALLOWABLE SITE COVERAGE 20%,2,151 SQ FT PROPOSED SITE COVERAGE 2,150 SQ FT O REQUIRED PARKING SPACES 4 PROPOSED PARKING SPACES 4 TOTAL V 2 COVERED, 2 UNCOVERED ALLOWABLE SITE DISTURBANCE 60 %, 6,455 SQ FT PROPOSED SITE DISTURBANCE 6,453 SQ FT ALLOWABLE DRIVEWAY AREA 10 %, 1,076 SQ FT PROPOSED DRIVEWAY AREA 922 SQ FT on site; 188 SQ FT off site 1,110 SQ FT TOTAL LANDSCAPE AREA 7,692 SQ FT HARDSCAPE (EXCLUDING DECK) 307 SQ FT - 5.7% SOFTSCAPE 7,254 SQ FT PLANTING BEDS 454 SQ FT RETAINING WALL SURFACE AREA 439 SQ FT RE- SEEDED AREA 2,495 SQ FT DRIP IRRIGATION 63 SQ FT SPRAY IRRIGATION 454 SQ FT TEMP SPRAY @ RE- SEEDED AREAS 2,495 SQ FT REQUIRED SNOW STORAGE 30% - 333 SQ FT PROPOSED SNOW STORAGE 30.5% - 339 SQ FT � ALLOWABLE GRFA 4,888 SQ FT PROPOSED GRFA 4,396 SQ FT –I_ 2 -CAR GARAGE CREDIT 600 SQ FT PROPOSED GARAGE AREA 588 SQ FT 0 TOTAL ACTUAL BUILDING AREA 4,879 SQ FT SEE A2.0 FOR AREA CALCULATIONS EDGE OF ASPHALT BOULDER RETAINING WALL (TYP) \Vv Z96L \ o� BOULDER RETAINING WALL (TYP) P' V 0 i 0 \ o , LIMIT OF DISTURBANCE FENCING -- BOULDER RETAINING WALL (TYP) 0 o / // TOW 7986.5 X / / / 3 �0.24�A�ES �96 / EST 110/RE C RE�K DRIVE \ / o � LIMIT OF DISTURBANCE FENCING ° o LOT 6B / HIGHLAND MEADOWS FILING No. 2 (RECEPTION No. 840994) / FOUND No REBAR (N47' 15'W - 3.1' FROM LOT CORNER) / / WITH 1112' �ET No. 5 REB AX ALUMINUM CAP L. s. Na. 27598 LOT 6E3 HIGHLAND MEADOWS FILING No. 2 (RECEPTION No. 840994) Site Plan 1 " = 101-011 FOUND No. 5 REB AR SET 7 '12 ' ALUMINUM CAP L S No. 27598 • 00 00 Nom— E UN�10 � 0 00 6 n • CO O �")� O �f 3 j01-1•� O O cr, Q V) L Q � _U Q Q W # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 O V W W L UN O Z Project Number: 1304 Drawn by: mpp Checked by: � CV� O � V 00 –I_ N > 0 L0 CV > "p �n Q) O � � > p O*... 3 C: U W-'0 U --;1- — O �°O� I> m Ln �r N m O N ly N # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 Project Number: 1304 Drawn by: mpp Checked by: mpp Site Plan Al .01 Scale AE, indicated m Ln �r N m O N ly N Planting Schedule Quantity Botanical Nmae Common Name Size Existing Trees C) to be Removed 7 Pinus contorta latifolia Lodge pole pine 8" -15" 27 Populus tremuloides Quaking aspen 311 -611 W Existing Trees W to Remain 5 Pinus contorta latifolia Lodge pole pine 8" -15" 2 Populus tremuloides Quaking aspen 3" -6" Proposed Landscape Plantings 6 Z 1 Picea pungens'Glauca' Colorado blue spruce 8' -10' g Populus tremuloides Sorbus aucuparia Quaking aspen 2.5" -4" 1 European Mountain Ash 3" -4" 4 Juniperus chinensis'Pfitzerana Glauca' Buxus microphylla japonica Blue pfitzer juniper 5 gal 3 Japanese boxwood 5 gal 4 Symphoricarpos albus Common snowberry 5 gal 2 Landsca e Schedule 1 " = 0" NOTES PROVIDE PERMANENT DRIP IRRIGATION FOR EACH TREE AND SHRUB DRIP IRRIGATION AREA TO BE CALCULATED AT 1 SQ FT PER TREE AND SHRUB. PROVIDE PERMANENT SPRAY IRRIGATION AT ALL GROUND COVER AREAS. PROVIDE TEMPORARY IRRIGATION SYSTEM AT ALL AREAS TO BE RE- SEEDED WITH NATIVE GRASSES.TO BE REMOVED AFTER LANDSCAPING HAS BEEN ESTABLISHED, NOT TO EXCEED A PERIOD OF (1) YEAR. PROVIDE A RAIN SENSOR TO CONSERVE WATER AT ALL PERMANENT IRRIGATION SYSTEMS AFTER TEMPORARY SYSTEMS HAVE BEEN REMOVED. 7948. 1 EDCE OE ASPHALT 794,13. 9\7-\ TELEPHONE PEDESTAL (TYPIC AL) SET No. 5 REBAR WITH 11 '12" ALUMINUM CAP L.S. No. 27598 / LO V � OAP � O EDGE OF ASPHALT Blue pfitzerjuniper - -_ g56L Blue pfitzerjuniper- �O� �G Blue pfitzerjuniper Quaking aspen 7949.6 /`- 7950.1 olorado blue spruce • OQ r-, — E UN���oFOUND No. 5 REBAR 00 1 WITH RED PLASTIC CAP O O Q L.S. No � . 26626 O O (SB I ° 58'E - 0.4' FROM LOT C oRNER) O 0 � N O � ��`JING 3 E •� AC K Quaking aspen O O N EXISING DECIDUOUS TREE TO BE REMOVED (TYP) E 0 Quaking aspen o W Quaking aspen %o n, U �Y LOT 50 uJ E jvv, -, Quaking aspen �J EXISING DECIDUOUS TREE 54 o °� TO REMAIN (TYP) b W � a�6 Q- Q�' Quaking aspen E Cb BOULDER RETAINING WALL o (TYP) i X \\ ,�� /� / Common snowberry A \ / /"'�,; Common snowberry _ >> ,, - - Common snowberry � i \ / Common snowberry \ T / / EXISING EVERGREEN TREE TO REMAIN (TYP) / 7 EXISING EVERGREEN TREE / TO BE REMOVED (TYP) /6 /0.247 A �ES 1 � 0 / EST GORE CRE K DRIVE HIGHLAND 6 B HLAND MEADOWS FILING No A (RECEPTION No. 840994 2 f ° ° FOUND No. 5 REBAR o / / / / / (N47° 75'W - 3.1' FROM LOT CORNER) o � SET No WITH 1112" ALUMINUMRCq PR / LS. No. 27598 LOT 68 HIGHLAND MEADOWS FILING No. 2 (RECEPTION No. 840994) FOUND No. 5 REBAR SET 1112" ALUMINUM Cp L.S. No. 27598 Landscape Plan 1 " = 10' -0" W C) y W W L UN 6 Z 0 — C-14 Q O V 0 >� O CV i �3 Upper Level 1/811 = 1' -0" n Site Coverage 1/8-= 1' -0" D 2 Main Level 16' Volume 1/8" = 1' -0" 1 Lower Level 1/8" = 1' -0" 7 Gross Residential Floor Area Name Floor Area Date UPPER LEVEL 991 SF 07/14/13 MASTER BEDROOM 16' VOLUME 39 SF 08/27/13 MAIN LEVEL 1774 SF LOWER LEVEL 1554 SF LIVING ROOM 16' VOLUME 66 SF Grand total 4424 SF Garage Area GARAGE 588 S F Grand total 588 SF Site Coverage SITE COVERAGE 2135 SF Grand total 2135 SF • °° 00 N r\ — E UN�10 � 0 00 6 n O C�")� ��o ff0C O O Q Lr)� Q n, U VJ .E Q Q V # Description Date 1 W 07/14/13 2 Building Permit 08/27/13 W UN 6 z O' � C-14 00 (1) -� NN> Project plumber: 1304 Drawn by: �U� Checked by: mpp O A2.00 scale 1/5" = V -O" o_ r\ N i A A4.3 B C A4 D E A4.5 1 F G )45'-0" A4.6 14' -6" 6' -6" 24' -0" I I I I I I I I I I I I I LEVEL 2 - T.O. PLYWD ` 1/411 = 1' -01' D D W w NI 7 # Description - 1/411 E LEVEL T.O. CONC Design Review Staff Approval TOWN By Joe Batcheller at 11:48 am, Sep 12, 2013 Of 00 O r-, - E UN�� o � "'� O c o 0 � 3 � .� O O Q V) Lr)� Q E Q) n, U VJ .E 1.L 1.L V # Description Date W DRB Submission 07/14/13 2 Building Permit W 3 Changes to Approved 08/29/13 UN 6 z 0.(>,) �CVLL v�ON -� NN> Project plumber: �U� 1304 Drawn by: O mpp Checked by: �o mpp Floor Mans A2. 1 Scale 1/4" -- N i Roof Plan 1 LEVEL 3 - T.O. PLYWD 1 /4" = 1' -0" 1/4" = 1' -0" Design Review Staff Approval TO, By Joe Batcheller at 11:49 am, Sep 12, 2013 OF • 00 Nom— E UN�� o O C�")� CL -1.- 0 ff0C o 0, Q Lr)� Q E Q) n, U VJ .E Q Q V # Description Date 1 W 07/14/13 2 Building Permit 08/27/13 W Changes to Approved 08/29/13 UN 6 z CVH 00 (1) -� NN> Project plumber: 1304 Drawn by: �U� Checked by: mpP O A2,02 scale 1/4" -- V -O" �o N i A r I I I 16' VOLUME 7983'- 0" II LEVEL 3 - T.O. P_LYWD _ 7977' - 0" i i LANDING 2 7972'- 0" i i LEVEL 2 - T.O. P_LYWD _ 7967' - 0" jk LANDING 1 7962'- 0" LEVEL 1 - T.O. CONC 7957' - 0" ENTRY - T.O. CONC w/ 7952' - 0" GARAGE - T.O. CONC 7951' -off T.O. Footing 7949'- 0" IRV n North Elevation ` 1/411 = 1' -0" Material Legend 1 ROOFING ASPHALT SHINGLES 2 ROOFING STANDING SEAM METAL 3 FASCIA TRIM 2X6 & 2X8 WOOD 4 SOFFIT 1X6 T &G 5 WOOD SIDING 5/4X10 HORIZONTAL LAP SIDING 6 WOOD SIDING 1X4 VERTICAL 7 TRIM 2X6, 2X8 WOOD 8 SKIRT TRIM 2X0 WOOD 9 STUCCO SIDING MEDIUM PEBBLE DASH 10 STONE VENEER COLORADO STRIP BLEND 11 EXTERIOR DOORS & WINDOWS GARAGE DOORS PELLA ALUMINUM CLAD WOOD FRAME* WOOD CLAD INSULATED 12 13 COLUMNS & BEAMS 6X6 & 8X8 ROUGH SAWN HEAVY TIMBER 14 EXTERIOR DECKS 2X12 FRAMING W/ 2X6 DECKING 15 EXTERIOR DECK RAILINGS HORIZONTAL METAL W/ WOOD CAP * ALL EXTERIOR WINDOWS AND DOORS; PELLA ARCHITECT SERIES ALUMINUM CLAD WOOD WINDOWS 11/16" SunDefense Dual Low -E HA IG with 3mm glass U- FACTOR; 0.30 MAXIMUM Design Review SHGC: 0.19 6t Staff Approval TOWN By Joe Batcheller at 11:49 am, Sep 12, 2013 OF • °° Nom- E UN0��o • O C�")� CL -1.- 0 ff0C o 0, Q Lr)� Q W • — O t/7 � n, U VJ .E 1.L 1.L V # Description Date 1 W 07/14/13 2 Building Permit 08/27/13 W Changes to Approved 08/29/13 UN 6 z NiH 00 (1) -� NN> Project plumber: 1304 Drawn by: �U� Checked by: mpp O O CV i N \ �A N "0 VOLUME — — — — 7 83' - 0" ROOFING ASPHALT SHINGLES 1 LEVEL 3 - T.O. I PLYWD FASCIA TRIM 7977' - 0" 3 SOFFIT 7 5 6 LANDING 2 _ — — — _ — + 7972' - 0" 1X4 VERTICAL 7 11 2X6, 2X8 WOOD 7 LEVEL 2 - T.O. 2X0 WOOD _ PLYWD STUCCO SIDING MEDIUM PEBBLE DASH 10 STONE VENEER 7 LANDING 1 — — — — — r 7962'- 0" C LEVEL 1 - T.O. 10 - CONC r 7957'- 0" 12 r ENTRY - T.O. CONC v 7952'- 0" GARAGE - T.O. _ CONC _ - -� - -- T.O. Footing 7949' - 0" III III III III III III II F1.1 in / I O �J �' `, �-- I II I- III III III III III III III III III LA79D72 G0" LEVEL 2 - T.O. PLYWD LL�� C0 - � _ I - LANDING 1 7962 0', �c Q0 �JO�� C� C _ C O - LEVEL 1 - T.O. CONC JIL �- 7957 -0 V I I I I I .I I I i III III III III II I n West Elevation 1/4" = 1' -0" 7952' - 0" GARAGE - T.O. CONC 7951 0 T.O. Footing 7949'- 0 "17-�!!I!6 II II II - I I I „ il� � III III III III ili iil iii' lip' I i III I -III III III III ICI Ali il� III lil III i I I I I I I Design Review k1 Staff Approval TOWN ��li � By Joe Batcheller at 11:50 am, Sep 12, 2013 Material Legend # 1 ROOFING ASPHALT SHINGLES 2 ROOFING STANDING SEAM METAL 3 FASCIA TRIM 2X6 & 2X8 WOOD 4 SOFFIT 1X6 T &G 5 WOOD SIDING 5/4X10 HORIZONTAL LAP SIDING 6 WOOD SIDING 1X4 VERTICAL 7 � 2X6, 2X8 WOOD r SKIRT TRIM 2X0 WOOD i STUCCO SIDING MEDIUM PEBBLE DASH 10 STONE VENEER COLORADO STRIP BLEND 11 O �J �' `, �-- I II I- III III III III III III III III III LA79D72 G0" LEVEL 2 - T.O. PLYWD LL�� C0 - � _ I - LANDING 1 7962 0', �c Q0 �JO�� C� C _ C O - LEVEL 1 - T.O. CONC JIL �- 7957 -0 V I I I I I .I I I i III III III III II I n West Elevation 1/4" = 1' -0" 7952' - 0" GARAGE - T.O. CONC 7951 0 T.O. Footing 7949'- 0 "17-�!!I!6 II II II - I I I „ il� � III III III III ili iil iii' lip' I i III I -III III III III ICI Ali il� III lil III i I I I I I I Design Review k1 Staff Approval TOWN ��li � By Joe Batcheller at 11:50 am, Sep 12, 2013 Material Legend # 1 ROOFING ASPHALT SHINGLES 2 ROOFING STANDING SEAM METAL 3 FASCIA TRIM 2X6 & 2X8 WOOD 4 SOFFIT 1X6 T &G 5 WOOD SIDING 5/4X10 HORIZONTAL LAP SIDING 6 WOOD SIDING 1X4 VERTICAL 7 TRIM 2X6, 2X8 WOOD 8 SKIRT TRIM 2X0 WOOD 9 STUCCO SIDING MEDIUM PEBBLE DASH 10 STONE VENEER COLORADO STRIP BLEND 11 EXTERIOR DOORS & WINDOWS PELLA ALUMINUM CLAD WOOD FRAME* 12 GARAGE DOORS WOOD CLAD INSULATED 13 COLUMNS & BEAMS 6X6 & 8X8 ROUGH SAWN HEAVY TIMBER 14 EXTERIOR DECKS 2X12 FRAMING W/ 2X6 DECKING 15 EXTERIOR DECK RAILINGS HORIZONTAL METAL W/ WOOD CAP • 00 00 Q) r-, E U N C >1 0 � 0 00 6 n CO O ��")0 � CL o �0 o 0, — Q Lr)� Q Q) n, U VJ .E Q Q I Y�est Elevation A5.2 scale 1/4" = V -O" N 0 N u, N m 0 N N # Description Date 1 n� W 07/14/13 2 Building Permit 08/27/13 W Changes to Approved 08/29/13 UN O Z O CV IL v�ON -t— NN> Project plumber: 1304 Drawn by: �U� Checked by: mpp O O N > 0 �ON >p 0 33 � 0 U W O I Y�est Elevation A5.2 scale 1/4" = V -O" N 0 N u, N m 0 N N # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 Project plumber: 1304 Drawn by: mpp Checked by: mpp I Y�est Elevation A5.2 scale 1/4" = V -O" N 0 N u, N m 0 N N 16' VOLUME 7983' - 0" LEVEL 3 - T.O. PLYWD _ 7977' - 0" � LANDING 2 7972' - 0" LEVEL 2 - T.O. 1 - PLYWD 7967 -oil 1 1 1 2 1 C n A A4.3 B A4.4 D C A4.5 A4.2 A4.6 r v 1 - -,J � III111111 I III IIII I -- - - - - -- - - LANDING 1 -p LEVEL 1 - T.O. L I CONC J 7957' - 0" — - 'II ENTRY - T.O. CONC 7952 -0 II GARAGE - T.O. - pilCONC L - T.O. ng �1 , v 7949 - 0 Footi - I - I I III -111 I �I I III II III III— 1II 11 I 1 11 16' VOLUME 7983'- 0" iI LEVEL 3 - T.O. 7977' - p.. PLYWD - I- LANDING 2 7972'- 0" I —I LEVEL 2 - T.O. — PLYWD a II i I- I - II LANDING - I 1 - LEVEL 1 - T.O. CONC 7957'- 0" I 11 I � 11 - I ENTRY - T.O. CONC GARAGE - T.O. CONC 7951'- 0 IIII T.O. Footin 7949' - 0" I 1- i II1 - II � -1111 � VIII IIII III III III III III III 111 -ICI IIII III III III III III III 1 South Elevation 1/4" = 1' -0" Design Review Staff Approval TOWN OF 9VA1LJ' By Jo e Batcheller at 11:50 am, Sep 12, 2013 Material Legend 1 ROOFING ASPHALT SHINGLES 2 ROOFING STANDING SEAM METAL 3 FASCIA TRIM 2X6 & 2X8 WOOD 4 SOFFIT 1X6 T &G 5 WOOD SIDING 5/4X10 HORIZONTAL LAP SIDING 6 WOOD SIDING TRIM 1X4 VERTICAL 2X6, 2X8 WOOD 7 8 SKIRT TRIM 2X0 WOOD 9 STUCCO SIDING MEDIUM PEBBLE DASH 10 STONE VENEER COLORADO STRIP BLEND 11 EXTERIOR DOORS & WINDOWS PELLA ALUMINUM CLAD WOOD FRAME* 12 GARAGE DOORS WOOD CLAD INSULATED 13 COLUMNS & BEAMS 6X6 & 8X8 ROUGH SAWN HEAVY TIMBER 14 EXTERIOR DECKS 2X12 FRAMING W/ 2X6 DECKING 15 EXTERIOR DECK RAILINGS HORIZONTAL METAL W/ WOOD CAP 00 Q) r-, E UN���o 0006 Q • CO CU�0 o �0 3 0, .� O O — Q V) Lr)� Q N • — O n, U VJ .E 1.L South Elevation A5.5 Scale 1/4" = V -O" I CIOm 0 u, m 0 C\V N # Description Date 1 n� W 07/14/13 2 Building Permit 08/27/13 W Changes to Approved 08/29/13 UN 6 Z 0.(>,) = Q cv 0 = Project plumber: 1304 Drawn by: �U� Checked by: mpp O � O 0 i.__ = Lr) N > '0a, N O O >p C)-4.,i. �o:U W 00 O � 1 > South Elevation A5.5 Scale 1/4" = V -O" I CIOm 0 u, m 0 C\V N # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 Project plumber: 1304 Drawn by: mpp Checked by: mpp South Elevation A5.5 Scale 1/4" = V -O" I CIOm 0 u, m 0 C\V N (- / 1 2 1 Q 1 2 A4.2 � A4.1 .1 4 5 6 A4 7 8 T, T I I I I I I I I J T 11 1 1 T 11 11 IT — - T 11 11 IT 11 11 IT I - C I- IL 11 IT 11 11 IT 11 11 IT 11 1 1 11 T 111 1111 IT I LI 16' VOLUME T 16' VOLUME 7983'- 0" .n , - 7983' - 0.. 3 it ��� _ "• ' �' I' 0 - II LEVEL 2 - T.O. PLYWD 7967' - 0" - = - LANDING 1 7962'- 0 - - — - - I- - LEVEL 1 - T.O. I CONIC 7957' - 0" _ �Ii i III III iI -III �iI ��I ��� I�� Iii III Ili— ENTRY - T.O. CONIC — - v 7952'- 0.. — GARAGE - T.O. u� 11 0 CONIC j 7951 - 0 T.O. Footing 7949'- 0 „ III I I I j) East Elevation 1/4” = 1' -0" CC C CI GOOF_ A-= i I I I I Design Review Staff Approval # By Joe Batcheller at 11:51 am, Sep 12, 2013 TOWN OF VAIL -3 7 15 14 13 LEVEL 3 - T.O. _ PLYWD 7977' - 0" LANDING 2 7972'- 0" LEVEL 2 - T.O. PLYWD LANDING 1 7962'- 0" LEVEL 1 - T.O. CONC ENTRY - T.O. CONIC 7952'- 0" GARAGE - T.O. CONC T.O. Footin 7949' - 0" I'- jII Material Legend 1 ROOFING ASPHALT SHINGLES 2 ROOFING STANDING SEAM METAL 3 FASCIA TRIM 2X6 & 2X8 WOOD 1X6 T &G 4 SOFFIT 5 WOOD SIDING 5/4X10 HORIZONTAL LAP SIDING 6 WOOD SIDING 1X4 VERTICAL 7 TRIM 2X6, 2X8 WOOD 8 SKIRT TRIM 2X0 WOOD 9 STUCCO SIDING MEDIUM PEBBLE DASH 10 STONE VENEER COLORADO STRIP BLEND 11 EXTERIOR DOORS & WINDOWS PELLA ALUMINUM CLAD WOOD FRAME* 12 GARAGE DOORS WOOD CLAD INSULATED 13 COLUMNS & BEAMS 6X6 & 8X8 ROUGH SAWN HEAVY TIMBER 14 EXTERIOR DECKS 2X12 FRAMING W/ 2X6 DECKING 15 EXTERIOR DECK RAILINGS HORIZONTAL METAL W/ WOOD CAP 00 Q) r-, E UC���o 0006 Q o O O Q V) Lr) Q E N � _U Q A5.4 scale 1/4" = 1' -0" U) 0 N N m 0 N N # Description Date 1 DRB Submission 07/14/13 2 Building Permit W 3 Changes to Approved 08/29/13 UN 6 z O'�CVLL v�ON -� NN> Project plumber: �U� 1304 Drawn by: O mpP Checked by: CO Ea5t Elevation CV > NO N O; — 00 O -'o U — W 00 � O 1 > A5.4 scale 1/4" = 1' -0" U) 0 N N m 0 N N # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 Project plumber: 1304 Drawn by: mpP Checked by: mpP Ea5t Elevation A5.4 scale 1/4" = 1' -0" U) 0 N N m 0 N N Southwest Model View yH �!'yOq'�l'�4�17}'Jr�II��i4�,Irii rrr°J it gnJr�:' Up, ♦�i r y'�'p.�y`�rriyy�sr�(rrygrri� �AI��g�''�iii pr�� ,,_y yi y7i �h rlyJ,i.f�i'♦J," _ °nibr 'err nJU "Jry �'�v♦ �oy�J o�+�+„yy�r r'♦�Jrrmi''�'*i�i�i r ♦iir�i��v�r �i I - _ - ��!r, "oc/ J� /q j�rl '9 +y0♦'�i �fl r - 1 J�°� ♦�`II/r 7' r+ %r'�yJ�'�L °�iay'�J4+ , �4 91,E r`°Os _ ♦;'/q�a '� ar� yy �� r rr sl�,r'�ii'4 ♦i� + '�4r w'r�Jr���q,,��i ♦,yryJ � - � .� °- �.'- - - ♦ �\e o�S� r� ♦7,�r�,r�,,�i+♦jGri ri ♦JJ'ri J4i�J +i /6j� �*�.,. ��'��d �l„r`,�� �. i�����•0`,i\►,�1 \`. 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OMURA c aMUM� � N Northwest Model View i Northwest Street- -view • 00 r-, — E N � C �o 0 CL OOO Q • . O �Oc�= O Ln 3 j O1 . O O L/) Q 11-17) Q N •— O t/7 � n, U VJ .E 1.L 1.L Model Views A3.5 5r-ale I a U) 0 m 0 N N # Description Date 1 W 07/14/13 2 Building Permit 08/27/13 W UN 0 z H v�ON -� NN> Project Number: 1304 Drawn by: mpp Checked by: mpp U _ = r\ N i • Southeast Model View n Northeast Street View • 00 Q) r-, — E 00 CO CO CN 1-0 0�1 0 x ;I- U 0 "L 00 n CO Q) 0 0 0 C CO o 0 � U r,�, O 3 ff 0, 0 �. Q -C V) LO 6 Q) U VJ E Model Views A3.6 5r-ale O # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 U 0 z O'�NiH n C:) 00 (1) Project Number: 1504 Drawn by: mpp Checked by: C,4 0 Lr) > -'0 N O; 00 O 00 -'0 OC) O Model Views A3.6 5r-ale O # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 Project Number: 1504 Drawn by: mpp Checked by: mpp Model Views A3.6 5r-ale O 16' VOLUI v 7983'- 0" LEVEL 3 - PL 7977' - 0 —' LANDING 7972'- 0" LEVEL 2 - PL �- 0,f LANDING tJ 7962'- 0„ LEVEL 1 - _C 7957' - 0" �2 TYPICAL WALL & ROOF SECTION 1 /2" = 1' -0" TYPICAL ROOF CONSTRUCTION ASHPLAT SHINGLES "BITUTHANE" OR EQUAL WATER PROOF MEMBRANE 1/2" EXTERIOR SHEATHING 3" RIGID FOAM INSULATION @ R5 per 1" = R15 5/8" EXTERIOR SHEATHING 2x12 RAFTERS; RE: STRUCTURAL DWG'S 6" BLOWN -IN POLYURETHANE FOAM INSULATION @R7 per 1 " =R42 5/8" GWB TYPICAL EXTERIOR WALL CONSTRUCTION WOOD SIDING 15 LB FELT OR "TYVEK" BUILDING WRAP OR EQUAL 1/2" EXTERIOR SHEATHING 2X6 STUDS; RE: STRUCTURAL DWG'S 3.5" BLOWN -IN POLYURETHANE FOAM INSULATION @R7 per 1 " =R24.5 5/8" GWB LEDGER RE: STRUCUTRAL DWGs PROVIDE 2" BLOWN -IN POLYSURETHANE FOAM INSULATION @ END OF ALL FLOOR CAVITIES TYPICAL FOUNDATION WALL CONSTRUCTION 2" RIGID INSULATION @ R5 per 1" = R10 WATERPROOF COATING POURED -IN -PLACE CONCRETE WALL RE: STRUCTURAL DWGs 1/2" AIR SPACE 2X4 STUDS @ 16" O.C. 2" BLOWN -IN POLYURETHANE FOAM INSULATION @R7 per 1 " =R14 VAPOR BARRIER 5/8" GWB CONCRETE SLAB ON GRADE RE: STRUCUTRAL DWGs FOOTING RE: STRUCUTRAL DWGs 3" RIGID FOAM INSULATION @ R5 per 1" = R15 BELOW ALL HEATED SLABS (TYP) rE P% Q� G F 1 A4.6 D 1 C B 1 A 07/14/13 A4.4 Building Permit 08/27/13 A4.3 Changes to Approved ENTRY - T.O. CONC 7952' - 0 "GONG _ 7951' - 0" T.O._Footi J 7949' - 0" 111 East -West 3 1 /4" = 1' -0" . I I I I I - - w- rowN OF va � I Design Review Staff Approval By Joe Batcheller at 11:54 am, Sep 12, 2013 • °° Nom— E 00 CIO • O C C ") O 0 O O cry V) Lr) Q n, U VJ .E Q Q Building Sections A4.2 Scale ,A5 indicated m N Ul N m O N N # Description Date 1 W 07/14/13 2 Building Permit 08/27/13 W Changes to Approved 08/29/13 UN ^` O O'�CVLL v � CD -� NN> Project Number: 1304 Drawn by: �U— Checked by: mpP O N > N O; — 00 O �0 U -'0 U — W O � fO I > Building Sections A4.2 Scale ,A5 indicated m N Ul N m O N N # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 Project Number: 1304 Drawn by: mpp Checked by: mpP Building Sections A4.2 Scale ,A5 indicated m N Ul N m O N N 1 A4.1 III II H�IIII li - -III C1�North -South 1 1 /4" = 1' -0" 2 A4.1 I� I' II � II III =II - =11 I ' `4 ' - III III III III III III III III III= e - I I I I I I Design Review Staff Approval TO, OF IL By Joe Batcheller at 11:55 am, Sep 12, 2013 • °° Nom— E 00 CO O C�")� ��o �0C 3 � � .� O O cn O V) Lr)� Q E Q) n, U VJ .E 1.L 1.L I Buiding Sections A4.5 scale 1/4" = V -O" I CL m m N 0 N T N # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 UN � 0 z 0.(>,) v�ON -t— NN> Project plumber: 1304 Drawn by: mpp Checked by: mpp �o C �� 0 r-- N i 8 North -South 2 U1/4'= 1' -0" rik� 7 A4.1 I DD 5� III II111I I I— III III III III III III III III 2 1 4 A4.1 2 A�.2 I I I i HE— —W � III III III III I J� — E Ed = I i I I I i III - III— I I II - 11 I -III III III ill III III III III III III III I III III III III III III II Design Review Staff Approval TO, By Joe Batcheller at 11:56 am, Sep 12, 2013 OF VAIL 00 00 (1) r-, E UN�10 � 0 00 6 n CO O cum= o 0C 3 .0 O O — Q Lr)� Q n, U VJ .E 1.L 1.L Building Sections A4.4 scale 1/4" = V -O" m N N 0 N L\T N # Description Date 1 n� W 07/14/13 2 Building Permit 08/27/13 W Changes to Approved 08/29/13 UN z N v�ON -t— NN> Project plumber: 1304 Drawn by: �U� Checked by: mpp O �o CO r_1 N i N O; — 00 O O..% 3� �o:U -'0 U — W O Building Sections A4.4 scale 1/4" = V -O" m N N 0 N L\T N # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 Project plumber: 1304 Drawn by: mpp Checked by: mpp Building Sections A4.4 scale 1/4" = V -O" m N N 0 N L\T N � 16' VOLUME v 7983' - 0" LEVEL 3 - T.O. �1 PLYWD_ v 7977' - 0" LANDING 2 7972' - 0" LEVEL 2 - T.O. _ PLYWD _ 7967' -Oil �1 LANDING 1 v 7962' - 0" LEVEL 1 - T.O. ��� CONC v 7957' - 0" ENTRY - T.O. CONC 7952'- 0" GARAGE - T.O. CONC � 7951' - 0" O. Footing - 7949' - 0" III III III III III I' 8 7 1 A4.1 I I I I 0 I I I — I I North -South 3 1/4" = 1' -0" I�1 -1� 1� -lrtl icl 1 1 1 III -I I I V I I I I I I li li li I I I i i i i I I I I� I� I 2 1 6 5 4 A4.1 A4.2 2 I I I I I 4 I- I III I I I II ICI III III III III III III II I I I T.O. PLYWOOD Cad RIDGE 7991'- 2" ° � II — — — — -A4.2 EDE a_ I i as I i I= I L11 - i I I III Iii Ili IIII mill ICI lil III Ili III- - � I III III III III III III III III III III- I I I Design Review Staff Approval TOWN OF VAI L ' By Joe Batcheller at 11:56 am, Sep 12, 2013 • 00 Nom— E UC���o 0 CL 00 0 O O 0, — Q 11_17) Q N •— O n, U VJ .E 1.L m N Ul N m O N N m # Description Date 1 W 07/14/13 2 Building Permit 08/27/13 W Changes to Approved 08/29/13 UN Q� 6 z O' � C-14 v�ON -� NN> Project plumber: 1304 Drawn by: mpp Checked by: Ghecker Building Sections A4,05 Scale 1/4" = V -O" O N > 0 Solo N Q) 00 p i3� �o:U -'0 U — W C) � f- ° > m N Ul N m O N N m # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 08/29/13 Project plumber: 1304 Drawn by: mpp Checked by: Ghecker Building Sections A4,05 Scale 1/4" = V -O" m N Ul N m O N N m 16' VOLUME � 7983' - 0" LEVEL 3 - T.O. PLYWD \_ Q 7_977'- 0ff G1 LANDING 2 7972'- 0" LEVEL 2 - T.O. PLYWD 7967'- 0" LANDING 1 v 7962' - 0" LEVEL 1 - T.O. CONC - p" ENTRY_- T.O. 7952'- 0 "CONC 7951'- 0" — — T.O. Footin 7949 0 III III III III III 1 2 1 8 7 A4.1 6 A4.1 A4.2 3 I I I I I I I I T.O. PLYWOOD @ RIDGE 7991' - 2" I I I I I I I A EJ _ � Ili III 00 00 u _ I I _ a a. - I,' I II 111- 1 - - .. - - � - - - _� - � -, � - � � 4i •� � � � -- I I � I I I I � I I � � I I I I I I � � I I I I a- :! I III III II I I II I I �I I III II II III III II I � II III I III III II III III III III III III III III III III III III III III III III III�III III III III III III III III North -South 4 `1/W- = V -0" Design Review Staff Approval TOWN OF VAIL By Joe Batcheller at 11:57 am, Sep 12, 2013 • °° Nom— E 00 CO • . � �O C�= o 0��C o 0, V) Lr)� Q E Q) n, U VJ .E 1.L Q Building Sections A4.ro scale 1/4" = V -O" m N N 0 N L\T N # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 W Changes to Approved 9 pp 08/29/13 UN O Z CV� v�ON -� NN> Project plumber: 1304 Drawn by: �U� Checked by: mpP O �o N > 0 �ON N >p 00 0 33 � 0 U 00-'0 U — O Building Sections A4.ro scale 1/4" = V -O" m N N 0 N L\T N # Description Date 1 DRB Submission 07/14/13 2 Building Permit 08/27/13 3 Changes to Approved 9 pp 08/29/13 Project plumber: 1304 Drawn by: mpP Checked by: mpP Building Sections A4.ro scale 1/4" = V -O" m N N 0 N L\T N