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HomeMy WebLinkAboutDRB130159 Plans ApprovedRECEIVED Department of Community Development Date: 05/13/2013 75 South Frontage Road TOWN OF VAI TOWN OF VAl% Vail, CO 8 BY: D. RHOADES 1 Tel: 970- 479 -22128 28 www.vailgov.com Development Review Coordinator Application for Design Review New Construction General Information: This application is for all new construction. Applicable Vail Town Code sections can be found at www.vailgov.com under Vail Information — Town Code Online. All projects requiring design review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required information is received by the Community Development Department, as outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and /or the Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Fee: $650 * Single Family 0 Duplex 0 Multi - Family 0 Commercial Description of the Request: Design review for a new single family home. Physical Address: 1000 Spraddle Creek Road (formerly 1067 Riva Glen, Vail, CO 81657) Parcel Number: 2101- 053 -01 -1006 (Contact Eagle Co. Assessor at 970- 328 -8640 for parcel no Property Owner. Michael M Noell Revocable Trust % Noell Management Services Mailing Address: 971 Spraddle Creek Road, Vail, CO 81657 e: (757) 572 -2738 Owner's Signature: Primary Contact/ Owner Representative: NX065 Foster - Triumph Custom Homes Mailing Address: 12 Vail Road Suite 700, Vail, CO 81657 E -Mail: mikef @triumphdev.com For Office Use Only: Cash CC: Visa / MC Last 4 CC # Fee Paid: $650.00 Meeting Date: 06/05/2013 Planner: Zoning: Location of the Proposal: Lot: 6 Block:_ Phone: (303) 475 -4413 Fax: (970) 479 -0619 Exp. Date: Auth # Check # 10321 Received From: MICHAEL NOELL DRB No.: DRB130159 Project No.: PRJ13 -0081 Land Use: Subdivision: SPRADDLE CREEK ESTATES Beck Building Company Noell Residence Construction Schedule 5/8/13 Task Name Duration Start Finish arch Aril Ma June Jul Au ust S [ember October November December Januar 1Februar March 2/167,23 3/2 A it May June Jul Au ust Se ember October November December Januar Feb ruar March 3/1 1131 8 3/3 3/103/17 /24 3/31 4/7 4/144/21 /28 5/5 5/125/195/26 6/2 6/9 6/166/236/30 7/ 7/147/217/28 8/4 8/11 8/188/25 9/1 9/8 9/159/229/2910/6 0/1 0/2 O/2 11/3 1/1 1/1 1/2:12/1 12/8 2/1 2/2 2/2 1/5 1/121/191/26 2/2 2/9 319 WI 6 233/30 4/6 /13 /20 4/2715/4 5/115/185/25 6/1 6/8 6/15 6/22 6129 7/6 7/137/207/27 8/3 8/10 8/17 24 31 9/7 /1419/21 /2810/5 0/1 1 0/1 0/2 11/211/9 1/1 1/2 1/3 1211 2/1 2/2 02 1/4 1/111/181/25 2/1 2/8 2/152/22 Schematic Drawings Completed 0 days' Man 4115113 Mon 4115/13 0% First 100% 0% 0% 1l100% Spraddle Schematic I—Inga I S h ff I M as lir gago E Plan Completed atic Estinti g f and Soils Development Final Spraddle Rpo l Il l Il DD Estimate Creek DRB l l TOV DRB TOV DRB Review Initial Final Review Review D Plan Development 0% S— 0% GMP Shoring ingi-ering l l 17 l tear and Grub for Shoring l l l Install still erosion control, tre9 ant l l Il Stake for Slwri Shoring 0% Stake for excavation l 0% 0% 0-16 for Bulldi ll Estimate veg.. rotectlon l Excavatbn take Found Foundation 0% l ll PormR on Footing Walls FOU Idatl n P9rlmater lllll Foundation B Lower Level 0% 0 Drain Wat erproofing chill Found. 111 Slab Prep 111 Lower Level Lower Level tion MEP Slab (Rough In Pour Rough Framing ll Roof Dry In Phased MEP Hough In Exterior Finishes Hang 8 l Primer 0° (siding, Finish &First Wood stone, eta) Coat PalMi�gl Flooring l Wood Landscaping Install l Ceiling Install and Final Door Countertop Install _Interior at Enclosure Bath Erosion &Trim Install Fab l SYOne l l l l Accessories Control &Install Veneer l Fab l Wo l 8lnatall l Install (Final rk Paint and Plaster 111 0° 0% 0% 0 % EP Trim cad Fborin Car lat MEP Firel Final Ina Coat coons Close & Co Ins Out ion Schematic Estimate 10 days 7ue 4 /16/13 Mon 4 /29/13 Creek Soils DRB Invest First Spraddle Creels DRB Meeting Soils Investigation and Sails Report DD Plan Development 0 days 10 days 23 days Mon 3/18/13 Man 4/1/13 Mon 4/1/13 Mon 3/18/13 Fri 4/12/13 Wed 511/13 0% 0% 0% Final Spraddle Creek DRB Review DD Estimate TOV DRB Initial Review 0 days 15 days 15 days Toe 5/7/13 Thu 5/2113 Mm 5/13/13 7ue 5 /7/13 Wed 5/22/73 Fri 5/31/13 i e TOV DRB Final Review 11d Tue. 5/14/13 Mon 6/3/13 CD Plan Development Submit for Building Permit GMP Estimate 65 days 20 days 20 days Mon 5/6/13 Fri 8/2/13 Thu 811/13 Wed 8128113 Mon 815/13 Fri 8/30/13 0% Shoring Engineering 10 days Thu 6/27113 Wed 7/10/13 0% 0% 0% Clear and Grub for Sharing Install soil erosion control, has and veg. protection 2 days Man 7/8/13 Tua 7/9113 2 days Wed 7/10/13 Thu 7/11/13 1 day Fri 7/12/13 Fri 7 /72113 25 days Thu 7/11113 Wed 8/14113 1 day Thu 9/15113 Thu 8/15/13 15 days Fri 8/16/13 Thu 9/5/13 1 day Fri 9/6/13 Fri 9103 Stake for Shoring Shoring — Stake for excavation Excavation Stake Foundation Foundation Fording 7 days Man 9/9/13 Tue 9/17/13 Foundation Walls 25 days Wed 9/18/13 Tue 10/22/13 Foundation Perimeter Drain 2 days Wed 10123/13 Thu 10/24/13 Foundation Waterproofing 2 days Fri 10125113 Mon 10/2 &13 Backfill Foundation 10 days Tue 10/29/13 NI- 11/11/13 Lower Levy Slab Prep 3 days Tue 10/29/13 Thu 10/31/13 Lower Level MEP Rough In 10 days Fri 71/7113 Thu 71/14/13 Lower Level Slab Pour 2 days Fri 11/15/13 Mon 11/18/13 Rough Framing 110 days Tue 11/19/13 Mon 4/21/14 Roof Dry In Phased 15 days Tue 4/8114 Man 4/28/14 MEP Rough In 45 days Tue 4/8/14 Mon 6/9/14 Window Installation 10 days Tue 4122/14 Mot 515/14 Roofing 20 days Tue 4/29/14 Mon 5/26/14 E,dama Finishes (siding, stone, etc.) 60 days Tue 5/6/14 Mon 7/28/14 Landscaping and Final Erosion Control 45 days Tue 7/29/14 Mon 9/29/14 Utility Hods Ups 5 days Tue 6/3/14 Man 6/9114 MEP Inspections 3 days Tue 6/10/10. Thu 6172/74 Foundation 0% 0°h 0° 0° (°h _ 0° 0° 0% WirMow Install F Lion oofing 0% 09 0% 0% 0% Utility MEP 0 Framing 0% 0% 0°h Hook Ups l Inspections lnspecticn l l n Floor Heat Install Gyperate Install l _ Ireruletlon 0% 0% Drywall 0% 0% Framing Inapeclion In Floor Heat Install Gyperate Install 1 day Fri 6/13/14 Fri 6/13/14 6 days Fri 6/13/14 Fri 6/20/14 2 days Mon 6/23/14 Tue 6/24/14 Ineulalion ___ 7day5 Wed 6 /25/141 Thu 7l3 /ib 20 days Fri 7/4/14 Thu 7/31/14 10 days Fri 8/1/14 Thu 8/14/14 7 days Fri 8/15/14 Mon (3/25/14 Drywall Hang & Finish Primer 8 First Coat Panting Wood Flooring Instal Wood Ceiling Instal 10 days Tue 8 126/14 Mon 9/8114 Interior Door & Trim Interior Timber Install 25 25 days Fri 8/15/14 Thu 9/018/14 Interior Interior Timb Install Install Tile Instal 35 days Fri 8/15/14 Thu 10/2114 30 days Fri 8/22/14 Thu 10/2/14 20 days Fri 9/2614 Thu 10/23114 5 days Fri 70014 Thu 1019/74 Tile Cabinerry Install Countertop Fab &Instal Appliance Instal 0° Cabinetry 0% Appliance Interior Store Veneer Work 25 days Fri 9119114 Thu 10/23/14 0°h Sho 0% 0% Shower Enclosure Fab &Instal Bath Awessorise Install 10 days Fri 10/3/14 5 days Fri 10117/14 Thu 10/16/14 Thu 10/23114 Fine Pant and Paster 25 days Fri 10124/14 Fri 11/21/14 Tue 12123/14 Fri 12126/14 Thu 11/27/14 __. Thu 12/25/14 Thu 12/25/14 Thu 1/1/15 MEP Trim Wood Footing Finer Coat Carpel 25 days 3 days 5 days MEP Final Inspections & CO Inspection 5 days Fri 12126/14. Thu 1/1/15 Close Out 20 days Fri 1/2/15 Thu 1/29/15 ISSUE - E May 13th, 2013 Town of Vail DRB - Design Submittal RECEIVED Date: 05/13/2013 TOWN OF VAIL BY: D. RHOADES Approved by the Design Review Board TOWN OF VAI0�5 By Warren Campbell at 7:48 am, Jul 22, 2013 These plans reviewed and approved by the DRB on June 1952013 Lot # 6, 1000 Spraddle Creek Road ABBREVIATIONS AB ANCHOR BOLT CU CUBIC GI GALVANIZED IRON REINF REINFORCE(D), (ING) ACOUS ACOUSTICAL D DEEP /DEPTH /DIAMETER GND GROUND RM ROOM AFF ABOVE FINISHED FLOOR DIAG DIAGONAL GR GRADE, GRADING SCH SCHEDULE ALT ALTERNATE DIAM DIAMETER GWB GYPSUM WALL BOARD SHT SHEET ALUM ALUMINUM DTL DETAIL HGT HEIGHT SIM SIMILAR ARCH ARCHITECTURAL) DWG DRAWING HK HOOK(S) SPEC SPECIFICATIONS) ASL ABOVE SEA LEVEL ELEC ELECTRIC(AL) HORZ HORIZONTAL SQ SQUARE B BEAM ELEV ELEVATION INSUL INSULATION /INSULATING STL STEEL BD BOARD EM EMERGENCY JT JOINT STRUCT STRUCTURAL BKG BACKGROUND EMBED EMBEDMENT MAX MAXIMUM SUSP SUSPENDED BLDG BUILDING EX EXISTING MECH MECHANICAL THK THICKNESS) BLK BLOCK EXIST EXISTING MFR MANUFACTURE(R) THRU THROUGH BOT BOTTOM EXP EXPANSION MH MANHOLE TO TOP OF BRG BEARING FD FLOOR DRAIN MIN MINIMUM TRANSV TRANSVERSE BUR BUILT UP ROOFING FF FINISH FLOOR MTL METAL TS TUBE STEEL C/C CENTER TO CENTER FG FIBERGLASS N NORTH TYP TYPICAL CJ CONTROL JOINT FH FIRE HYDRANT NO NUMBER UG UNDERGROUND CL CENTER LINE FLG FLANGE OC ON CENTER(S) UNO UNLESS NOTED OTHERWISE CLG CEILING FT FEET OD OUTSIDE DIAMETER VERT VERTICAL CMP CORRUGATED METAL PIPE FTG FOOTING OPP OPPOSITE VEST VESTIBULE COL COLUMN G GAS P POLE OR PAINT W/ WITH CONC CONCRETE GA GAUGE PL PLATE W/0 WITHOUT CONT CONTINUOUS, CONTINUE GAL GALLON PL PROPERTY LINE WC WATER CLOSET /WATER COLUMN CORR CORRUGATED GALV GALVANIZED PLY PLYWOOD X CROSS GENERAL NOTES REFER TO THE PROJECT AND DETAIL MANUALS FOR DETAILS, CONSTRUCTION ASSEMBLY TYPES AND SPECIFICATIONS. 2. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED, AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, PERMITS, AND CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, THE G.C. SHALL NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTIONS HOW TO PROCEED. 5. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, CONSULT WITH THE ARCHITECT FOR CLARIFICATION. 6. THE CONTRACTOR SHALL CONFINE HIS /HER OPERATIONS TO THE SITE AND TO THE AREAS PERMITTED BY THE OWNER AND THE ARCHITECT. 7. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB - CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS /HER WORK, SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS /HER OPERATION. 8. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 9. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY MISCELLANEOUS BLOCKING AND BACKING SUPPORT FOR BUILDING COMPONENTS SUCH AS LIGHT FIXTURES, TOWEL BARS, ET.AL. Spraddle Creek Estates SYMBOLS DRAWING TITLE & SCALE EXTERIOR ELEVATION INTERIOR ELEVATION WALL SECTION BUILDING SECTION DETAIL DETAIL ENLARGEMENT (Plan or Section) OR AREA ENLARGEMENT PLAN 1 A3.1 1 2 - A3.1 1 A4.2 1 A4.1 1 6.01 1 6.61 COLUMN CENTER LINE, 1 GRID & REFERENCE ROOM NAME LIVING ROOM ROOM NUMBER 1 120 INTERIOR PARTITION TYPE EXTERIOR WALL SYSTEM w2 ROOF TYPE <8> WINDOW NUMBER as DOOR TYPE O REVISION NUMBER Q EQUIPMENT NUMBER �$ DRAWING NUMBER 1 SHEET NUMBER A3.1 DRAWING NUMBER 1 DETAIL NUMBER 8.01 ELEVATION (Sections) ELEV 86' -9" ELEVATION (Floor Systems) To C' 86' -6" FF 866' - -9" ELEVATION (Ceiling Systems) 1 SPOT ELEVATION ""-58' -0" III III I�II� EARTH CONCRETE GRAVEL WOOD STUD WALL STONE WOOD (ROUGH) WOOD (FINISHED) PLYWOOD PLASTER /GWB /STUCCO BATT INSULATION RIGID INSULATION C.M.U. Vail, Colorado DIRECTORY DEVELOPER TRIUMPH DEVELOPMENT -VAIL 12 VAIL ROAD, SUITE 700 VAIL, CO 81657 970.479.9990 ARCHITECT RMT ARCHITECTS PO BOX 7630 AVON, COLORADO 81620 (970) 949 -0916 LANDSCAPE CERES+ ARCHITECT P.O. BOX 2134 EAGLE, COLORADO 81631 (970) 949 -3286 STRUCTURAL MONROE & NEWELL ENGINEER 1400 GLENARM PLACE, SUITE 101 DENVER, COLORADO 80202 (303) 623 -4927 GENERAL BECK BUILDING COMPANY CONTRACTOR PO BOX 4030 VAIL, COLORADO 81658 (970) 646 -1800 SURVEYOR EAGLE VALLEY SURVEYING, INC. P.O. BOX 1230 EDWARDS, COLORADO (970) 949 -1406 MECHANICAL RADER ENGINEERING, INC. /ELECTRICAL 40690 HWY. 6, SUITE E -1 ENGINEERS AVON, COLORADO (970) 845 -7910 CODE SUMMARY ZONING: ZONE DISTRICT 01 irk 1�k1_f:#:111M[ewl: gem I SETBACKS REQUIRED PARKING BUILDING: CODE EDITION OCCUPANCY STORIES TOWN OF VAIL HILLSIDE RESIDENTAL 30' FLAT OR MANSARD 33' SLOPED' FRONT 20' SIDE 15' REAR 15' 5 SPACES (GROSS BUILDING AREA OVER 5,000 SF) IRC 2012 SINGLE FAMILY 3 INDEX AO.1 COVER SHEET AO.2 SITE COVERAGE / GRFA A1.1 SURVEY A1.2 SITE PLAN A1.3A SITE PLAN - ENLARGED A1.313 SITE PLAN - ENLARGED A1.4 BUILDING HEIGHT CALCULATIONS L1 LANDSCAPE PLAN A2.1 LOWER LEVEL PLAN A2.2 LOWER LEVEL PLAN A2.3 MAIN LEVEL PLAN A2.4 MAIN LEVEL PLAN A2.5 UPPER LEVEL PLAN A2.6 ROOF PLAN A2.7 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3.3 EXTERIOR ELEVATIONS. A3.4 EXTERIOR ELEVATIONS A3.5 EXTERIOR ELEVATIONS A4.1 BUILDING /SITE SECTION VICINITY MAP 4l v� all r pa po-0 RI) DATUM 100' -0" EQUALS DATUM 8521.75' USGS RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP 4� C� W 4� 4� V� 0 P4 O o o 0 � U o ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek - Sketch B 04 -19 -13 Revised Site Plan C 04 -29 -13 TOV - PEC D 05 -07 -13 Spraddle Creek - Final E 05 -13 -13 TOV -DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Cover Sheet SHEET NAME A0,* 1 SHEET NUMBER EXPOSED ELEVATION LOWER LEVEL AREA = 1,128 SQ. FT. LOWER LEVEL PERIMETER = 567' -10° LOWER LEVEL STRUCTURE HEIGHT = 10'-6° WHOLE BUILDING ELEVATION AREA = 5,962 SQ. FT. ° --i i V_ V 'YVVl LOWER LEVEL = 6,118 SQ. FT. � iV z J L jn To TO BOTTOM OF 18" FLOOR JOI$)) MAIN LEVEL = 6,755 SQ. FT. SPRADDLE CREEK PUD REQUIREMENTS: PROPOSED SPRADDLE CREEK CALCULATIONS: MAX GRFA: 8,220 SQ. FT. LOWER LEVEL 1,158 SQ. FT. Fax (970) 949 -1017 www.RMTarchitects.com [(BASEMENT ELEVATION UNEXPOSED) / (WHOLE BASEMENT ELEVATION)] X (LOWER LEVEL FLOOR AREA) GARAGE REDUCTION: 1,200 SQ. FT. [(4,834 SQ. FT.) / (5,962 SQ. FT.)] X (6,118 SQ. FT.) = 4,960 REDUCTION 6,118 SO. FT. (ACTUAL) - 4,960 SO. FT. (REDUCTION) = 1158 SO. FT. (GRFA) MAX SITE COVERAGE: 7,370 SQ. FT. MAIN LEVEL 6,755 SQ. FT. UPPER LEVEL PART 1 448 SQ. FT. TOWN OF VAIL ALLOWABLE CALCULATIONS: UPPER LEVEL PART 2 1.024 SQ. FT. TOTAL LOT SIZE: 82,050 SO. FT. SUBTOTAL: 9,385 SQ. FT. GRFA: GARAGE REDUCTION: -1.200 SO. FT. 0- 0 OF LOT: 4,300 SQ. TOTAL (GRFA): 8,185 SQ. FT. 10,000 - 2 SQ. FT. SITE COVERAGE: 7,117 SQ. FT. - LANDSCAPING COVERAGE: 72,142 SQ. FT. (88 %) TOTAL 11,3 F.T 0 OSED TOWN OF VAIL CALCULATIONS: M E COVERAGE: 15% (12,308 S . L R LEVEL 1,158 SQ. FT. MIN. LANDSCAPING COVERAGE: 70% (57,435 SQ. FT.) [(BAS T ELEVATION UNEXPOSED) / (WHOLE BASEMENT ELEVATI X (LOWER LEVEL FLOOR AREA) [(4,834 ) / (5,962 SQ. FT.)] X (6,118 SQ. FT.) = 4,96 DUCTION 6,118 SQ. CTUAL) - 4,960 SQ. FT. (REDUCTION) = 1 Q. FT. (GRFA) MAIN LEVEL 6,75 Q. FT. UPPER LEVEL PART 48 SQ. FT. � o Q UPPER LEVEL PART 2 1,024 SO. FT. SUBTOTAL: 9,385 SQ. FT. TOTAL (G 8,785 FT. SITE ERAGE: 7,117 SQ. F . NDSCAPING COVERAGE: 72,142 SQ. FT. 'PER LEVEL 1 = 448 SQ. FT. ,024 SQ. FT. i 1 SITE COVERAGE N.T.S. IRMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP V/ cW I 1� c�c I 1� V� 0 � o Q o 0 �v o ISSUED FOR: No. Date Remarks A 04/15/13 Spraddle Creek - Sketch 04/29/13 E 05/13/13 TOV -DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Site Coverage / GRFA SHEET NAME AO,02 SHEET NUMBER LOT 14 20' DRAINAGE EASEMENT STORM SEWER MANHOLE N 87011'30" W - �j61.13 60.00 yFOUND PIN & CAP^ �3o by 10 a EL= 8549.82' S6' S p 10.0 8575.9 N GUARD RAIL EDGE OF ROAD C S /$575.6 OUTLINE OF BLOCK Ca RETAINING WALLS Sn ❑= 159'19'17" LP ° R =75.00 L= 208.55 1� T= 411.09 ° 8572.0 LC= 147.56 30 0 30 60 90 Feet L ° CB =S 13'08'52" W N � `8570.5 3 ° S66030'46"W 2 567.0 44.39 LOT 5 00 8567.4 BUILDING N ENVELOPE 0 o 565.9 a N N Lu ° t \ _ Iv T !q v Q&. z S0 , . 15.0 ❑= 67030'35 "-," R =50.00 L =58.91 T =33.42 LC =55.56 CB =N 53&26'12" W BLOCK RETAINING ❑ = 46'34'03" R =30.00 L =24.38 T =12.91 LC =23.72 CB =S 42'57'56" E S 66* 14'57n E - 45.64 41199 • ■ • BO 0 ■RD 81632 (970)949-1406 \\0= 58'33'49 LOT 6,, R =70.00 82,050 54 FT L =71.55 WATER V` E 3760) UTILITY STUB a 470.7 DGE ROAD' FIRE HYDRANT A= 10'48'07" R= 505.00 L =95.21 T =47.75 LC =95.07 CB =N 60'50'54" W s•, � g S7 �- gJn00 PHON PE.-CABL ❑ =33■ 34' 16" R= 195.00 L= 114.26 T =58.82 LC= 112.63 CB =N 49'43'38" W 8555.6 01 b �ry 8552.9 �. T IL \moo r w� 1 , 8544.4 BUILDING Q ENVELOPE ' .ate ELECTRIC METER - ' /' NQ gyp• ' , \ ELECTRIC TRANSFORMER 8486.7 •t9���T� T ir6o a Ion 8494 V. � J sIj RETAINING WALL BOULDER `40' UTILITY EASEMENT\ '8540.7 FIRE HYDRANT �- �• \ �° 20.0 r. 7' STONE r T o SLOPE MAINTENANCE 8504.3 EASEMENT' 31K 8508.0 8510.3 NOTES: 1) DATE OF SURVEY: 11/21/97, UPDATED 12/17/12 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTRIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) SEE PLAT OF SPRADDLE CREEK ESTATES FOR NOTES ON SOME BUILDING RESTRICTIONS. 5) BASIS OF ELEVATION: SPRADDLE CREEK AERIAL CONTROL 6) 1.0' FOOT OF SNOW ON LOT AT TIME OF 12/17/12 UPDATE; SOME FEATURES MAY EXIST BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. 7) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 8) BASIS OF PROPERTY LINE LOCATION: BLM MONUMENTS FOUND AT THE NW, NE AND SE BOUNDARY CORNERS OF SPRADDLE CREEK ESTATES. 4 - DENOTES A 0.3 - 0.7 DIAMETER CONIFEROUS TREE CIE - DENOTES A 0.3 - 0.8 DIAMETER DECIDUOUS TREE SURVEYOR'S CERTIFICATE I, Stan Hogfeldt, 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 the survey is accurate and ,SyycaY:.,y'Saar correct to the best of my knowledge. Sta H "Idt Col Pz Date:- 1 _ /_:•,. ❑= 24256'56" R= 205.00 L =89.26 T =45.35 LC =88.56 \ CB =S 45'24'58" E ° 8531.7 S 57'53'26" E - 47.58 _ 8529.6 T d =29' 10'26" R= 210.00 L= 106.93 T =54.65 LC= 105.78 CB =N 70'02'03" W �T 8513.2 A= 103- 16 09 R =10.00 L =26.75 T =42.09 LC= 19.46 CB =S 1944'39" W UPDATED: 12/18/12 UPDATED: 11/25/97 PATRICK FILLIETTA2 9/9/97 Approved by the Design Review Board TOWN OF VAIL 1 By Warren Campbell at 7:48 am, Jul 22, 2013 RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP �1 c�c ' I� C� V� O P4 4� � O O � o 0 � o 0 ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek - Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek Final E 05 -13 -13 TCV -DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Survey SHEET NAME A1,81 SHEET NUMBER �P O G �� P�O� h� �' 15' SIDE TBACK / N ° / / /I Q J '°' . EXISTING BUILDING 15' SIDE SETBACK PROPOSED LIMITS OF CONSTRUCTION STURBANCE FENCING �O� PROPOSED BUILDING ENVELOPE PROPERTY LINE 100 30 0 30 60 90 Feet G� 00 PROPOSED LIMITS OF CONSTRUCTION DISTURBANCE CREEK �� GLEN R�� A ROAD (5 0' R - o W ) (5 0 � R. 0. W.) �P LEGAL DESCRIPTION: LOT 6, SPRADDLE CREEK ESTATES LOT SIZE: 82,050 SQ. FT. 20' FRONT SETBACK o Approved by the Design Review Board TOWN OF VAIL k By Warren Campbell at 7:48 am, Jul 22, 2013 SITE PLAN, 1" = 20' -0" RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP W V 4� C� V� C� O P4 4� V C� � O 0 � o 0 � o 0 O ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revised Site Plan C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Site Plan SHEET NAME A1,82 SHEET NUMBER \l 0 / / / i 60- PROPOSED BUILDING ENVELOPE PROPOSED LIMITS �o I ��h / OF CONSTRUCTION �� DISTURBANCE FENCING � P� �O JP �r o C ^� 'J 20 FRONT SETBACK SP LLE o � <-D . l ^ " Cb 1J 1 vp _J • / tK — —� 52- _ 54Y 5 8550 �, O , O 5 8, a aaaeaa aQa aaa aaea / O• / / I� e�aQQeeaaaa 52' C^ %Lr' / '' - - - -- ; _�2 " �— WATER - -- ���� -- —TU,KE i .75' _ �_ _ - -_ - - - -- — - -- +36 .25' - -_ __ —__ _— _ 20) '� 3 ' 38' - -___ +30' I I I I I I I I I �j +34.83' L =39' -,%I es, -_ 37.2 - - -- O _ _ _ -- � 31' +24 � i � � i � f i � � � � � 36.5 • _ 4" �- s - lilt 0 -- i PA IN ° 3 i 29' ,� '� 20 + +1 _ - J , PA IN 30' �� 00-0 00000 30.E ENCLOSED J i �� II PA ING IA 30' i I i < i _ 15KIDGE. — , 0• 1 r +22 — 0 — — -- - \P R S E U D EN P E� 32.0' ,�°- - ±22 +_ ' - _ IA — L� 4' a 5 5 + 0 0 — ' ` �\ �{ \ \ �� i %i / \ DRAIN INLET 3 — �� / + 5 8.2 4ce 4 A \\ J- 3 e 2.5% V E L O P E I - - - -- - - -_ _ A 30' F G� BU ,r I 26.5 I 27. '+ I �- — — — — — J I _ _ — — V / +22 DRIVEWAY *0 29.0 I I �� \ \\ / �� �� y-�� 1.0;%� 28 _ \ / \ II ,I 3%0 (CONCRETE PAVER5 - '� HEATED) i 6.25 — — \�A� \ �/� �� / \ 12' I � 26 J — +TOW: 27.E I -+-22 - �1 24' 23.5 — —'— — J = _- \ _\\ y \ / \ \ I + � 2 5 + � � I � � \ K ��K � \ \� \ \ 10' II +1 i 2% - v �v O � \ \ -- i I � �, L _ i-� +22 \ +22' �� � I I 22 V - � PATIO 23. 5' / � I � I I +2�p'� � � i � 3.25 � � y / 3.5 DRAIN OUTLET 15 SIDE SETBACK-- 20' OW: 26.0 X22 a..l ■ 20' 110_5— 10.5' �\ -a 3i° 5KIDG i � 8' \� + OW: 16 — �� \ +9.75 AE)OVE — - V - 1 3% L,— + —\ �— o\ \� (BELOW +08' I 0 —� -- — — 16, 1 — — — 10.5 + - +22 �\ �CK WATER - — � — , — +22' g.5' rEATUK / SNOW STORAGE .+ �\ — _ - AREA: 440 S.F. i — — 3z PATIO FOOL NATIVE _ 14' % \\ HOT +18' +2 LANTIN +22 � ~ ♦♦ O TU5 +04' ♦ 12' — -� �TEK PROPOSED I M TS o 9. + \�� 12 \\ IVE _� -- - _- FEATURE - POOL SWIMMING _'AN G- \ D E CONSTRUCTION �p , \\ EQUIP +14' POOL 4' +8500' - \� JRBANCE FENCING 20 ♦ _ 8500' - -- ♦♦ ` -- PLANTING v� 1 / ♦♦ - TIVE 8 0 1 — - - - -- 9 66 �� / ♦ ♦♦ ��90� `� 98' PLAN O _— -- 500' 0 — ♦♦ 94P 8P 00-00 � 00-0* v f PROPOSED BUILDING ENVELOPE — ----8490 N ♦ MU L i ' "J PROPERTY LINE H - N ♦ V / V V 8480 �C _ PROPOSED LIMITS - , '� G � - OF CONSTRUCTION _�\ DISTURBANCE 40 60 80 100 � it i �1 " �P P \X Approved by the Design Review Board TOWN OF VAIL" By Warren Campbell at 7:48 am, Jul 22, 2013 ,SITE PLAN — ENLARGED / 1" = 10' -0" RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP C� V1 V� 0 P4 V 0 o 0 0 � o 0 o ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revised Site Plan C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Site Plan SHEET NAME A1,03A SHEET NUMBER `0 'J 0.� �V TER 30 D 4' !CLOSED / ' BRIDGE , +18' � +9 75' (BELOV 20' FRONT SETBACK SPRA �O C^ ` D C ^' C ^J ' J Cb 'J C1111* � (�� 0 / 9 -- 54' ° ° 52' - - - - - - - -- _ tK 44' 48' \ TJL.J � O - - 5. ' / 0 I /mil' � ii �O• - �• ��� 1I - - - - - V ---- - - - - - - - O § � - - -2O'I LCD I -j - -- - - - - -- -- -- -wool, Q0 00001 O V J - -— _ P - - DRAIN OUTLET I • I - - - - - -- - -- ---------------- P Q 0 P 0S€ D—t] IV�t - P 1 1 06 h _- -- -0 � OPd S Tt0\ O - - - - -- _ _- -- ----- - - - - -- -- ' D I E SNOW STO R AGE — / -- �� ---- ----- - - - - -- AREA: 440 S.F. - - - - - - - --------- --------- ---------- <I/ ---------- ----- -------- -------- - I t O O - -- -- - - - -- -- - / JJJ �L R - \ �- - -- - - - - -- --- - - - - -- O 7 1 ` ------ - - - - -- z — - �\ 0-00 00000 ---------- ---------- P ' -------- ---------- / i \_ — \ _ ------- - - - - -- _ ---------------- - - - - ' D� Q <D \G 0 V P PROPOSED LIMITS OF CONSTRUCTION � DISTURBANCE RNA 0 20 40 06 �P O�. _ O � v - ­7 2 JJ 100 XX 0, LEGAL DESCR PT 0 \o LOT 6, SPRADD E CREEK ESTATES LOT SIZE- 82,050 SQ. ET. 20' FRONT SETBACK Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7 :48 am, Jul 22, 2013 SITE PLAN 1" 10' -0" - ENLARGED RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP W W V� n C� O P4 c� �I C 0 O o � o 0 v O .� ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revised Site Plan C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Site Plan SHEET NAME Al • SHEET NUMBER 20' FRONT SETBACK Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7 :48 am, Jul 22, 2013 SITE PLAN 1" 10' -0" - ENLARGED RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP W W V� n C� O P4 c� �I C 0 O o � o 0 v O .� ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revised Site Plan C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Site Plan SHEET NAME Al • SHEET NUMBER V �D 0 • • r • • • • • • • • • i _$2 i ♦ 18' 10' - </D o 00 0 tl 96' 94'+ 0 D C� g�a0� CO C�' 1b .......................... ", . . ........ - - - ----- 1b ---------- _01-110 0-01' 52' 8, 6 44' + 44' to •' 42' _ • 4\ 1b 5 4i SPR4DD E I II I + 21.0'_ �- �II I i� - � - L III i PMKNG I J +20.5 - o +21' +18" 52' C� vD 0 - Q l 9 \\ J 14.5+ \\ 14-.5'*- L J I _ 08 40 I � • 7 • x • • +04' - \ • • / �- PO Box 7630 QI RIC*E: +8551.85 O2 RIDCsE: +8552.81 �, Ems. - F.G. ,// -- "+� 8�� �\ W 10.85 FT 4� 18.81 FT 4� O3 RIC*E: +8551.95 ® RIDCxE: +853131 ' - C� F.G. -85215 P.Cs - 8512.15 4� 30.45 FT 24b2 FT C� � O O RIDCsE: +8540.04 © RIDCxE: +8543.0 loo, ' i ISSUED E.G. - 8533.0 No. 1=CG. - 8516.03 A 04 -15 -13 Spraddle Creek - Sketch B 7.04 FT Revised Site Plan D 26.91 FT Spraddle Creek - Final E 05 -13 -13 TOV -DRB RIDCsE: +8538.10 ®RIDCxE: +85442 / P.G. - 851453 E.G. - 8520.1 24.11 FT 24.1 FT PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Building Height Calculations SHEET NAME / O9 RICE: +854031 @ RIDCxE: +854025 -85245 E.C. - 851225 15.81 FT 280 FT / -� / RICE: +8551.1 12 RIDCxE: +8543.81 E.G E.G. / 32 FT .0 28520 T / 13 RICE: +8538.10 14 RIDCxE: +8539.66 F.G. -85105 P.Cs. -85105 262 FT 29.16 FT \ 15 RICE: +8541.45 16 RIDCsE: +8542.95 F.G. - 8523.15 11.1 FT E.G. - 8510.125 32225 FT 0 . Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 7:48 am, Jul 22, 2013 T "J qD BUILDING HEIGHT CALCULATIONS. 1/899 = 1' -0' RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP W 4� 4� 4� C� V�I � C� O P4 4� V C� � O O � o 0 O O � U O ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek - Sketch B 04 -19 -13 Revised Site Plan D 05 -07 -13 Spraddle Creek - Final E 05 -13 -13 TOV -DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Building Height Calculations SHEET NAME 1,8 4 SHEET NUMBER i � 1 O / i I � 15' SIDE SETBACK i� /� l� \ �I PROPOSED BUILDING ENVELOPE PROPOSED LIMITS -- ----------- - - - - -- - - -- I OF CONSTRUCTION - - -lg{� ---------- i_ - 1 DISTURBANCE EXISTING TREE TO BE / REMOVED (TYPJ j - _550- ` o , PLANT LEGEND SYMBOL QTY. BOTANICAL NAME GOMMON NAME 51ZE NOTES: DRIP IRRIGATION SHALL BE PROVIDED TO ALL PROPOSED TREE-5 4 SHRUBS. POP-UP SPRAY IRRIGATION SHALL BE PROVIDED AT ALL PERENNIAL FLOWER d 6ROUNDGOVER AREAS. TEMPORARY ROTOR IRRIGATION SHALL BE PROVIDED AT ALL REVEOETATED AREAS. 20' FRONT SETBACK %j Q. EROSION GONTROL � SITE FROTEGT I ON NOTES SFEG I F I GATI ONS: I. SILT FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF DISTURBANCE AND IN SIGNIFICANT DRAINAGE CHANNELS AS NEEDED TO PREVENT EROSION AND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED. 2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO BE PRESERVED SHALL 13E PROTECTED: AT EVERGREEN TREES WITH SNOW FENCING AT DRIP -LINE; AT DECIDUOUS TREES USE SNOW FENCING AT DRIP -LINE. IF YOU CANNOT PROVIDE SNOW FENCE ® DRIP -LINE DUE TO CONSTRUCTION PROXIMITY, WRAP TRUNK WITH PLASTIC CORRUGATED CULVERT SECTIONS TO A HEIGHT OF 6. OR TO FIRST MAJOR BRANCH. IF IT 15 NECESSARY TO DRIVE WITHIN THE DRIP -LINE OF THE TREE, CONTRACTOR SHALL INSTALL 4" OF BARK MULCH OR WOOD CHIPS IN A RING EXTENDING FROM THE TRUNK TO THE TREES DRIP LINE. 3. SPECIAL CARE NEEDS TO BE TAKEN FOR TREES WITHIN CONSTRUCTION ACCE55 ROUTE AND WORK AREA5. PLASTIC CORRUGATED CULVERT SECTIONS WITH INTERIOR INSULATION OF 1.5" MIN. TO SURROUND TREE TRUNK TO A HEIGHT OF 6 OR TO FIRST MAJOR BRANCH. 4. ERECT AND MAINTAIN TEMPORARY FENCING AROUND TREE PROTECTION ZONES BEFORE STARTING SITE CLEARING. REMOVE FENCE WHEN CONSTRUCTION 15 COMPLETE. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL WITHIN FENCED AREA. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC WITHIN FENCED AREA. MAINTAIN FENCED AREA FREE OF WEEDS AND TRASH. 5. DO NOT EXCAVATE WITHIN TREE PROTECTION ZONES, UNLESS OTHERWISE INDICATED. WHERE EXCAVATION FOR NEW CONSTRUCTION 15 REQUIRED WITHIN TREE PROTECTION ZONES, HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW -TINE 5PADIN6 FORKS COMB SOIL TO EXPOSE ROOTS AND CLEANLY GUT ROOTS AS CLOSE TO EXCAVATION AS POSSIBLE. 5.1. COVER EXP05ED ROOTS WITH BURLAP AND WATER REGULARLY. 5.2. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY REDIRECTED AND COVERED WITH SOIL. 53. COAT GUT FACES OF ROOTS MORE THAT 1.5" IN DIAMETER WITH AN EMULSIFIED ASPHALT OR OTHER APPROVED COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUES. 5.4. BAGKFILL WITH SOIL AS SOON AS P0551BLE 6. ALL DISTURBED AREAS NOT DE51ONATED AS SHRUB BEDS, PERENNIAL BEDS, OR LAWN SHALL BE REVE&ETATED WITH THE SPECIFIED SEED MIXTURE. SEE PLANTING NOTES #I5- #21 FOR MORE INFORMATION. i. ALL EXISTING DISTURBED AND PROP05ED SLOPES STEEPER THAN 3:1 SHALL BE PROTECTED WITH AN APPROVED ER05ION CONTROL BLANKET, PLACED OVER NATIVE REVEOETATION AND STRAW MULCH (SEE PLANTING NOTE #20). 8. PROVIDE SILT FENCE OR SNOW FENCING AROUND ALL REVE&ETATED AREAS FOR A MINIMUM OF ONE YEAR PERIOD OF ESTABLISHMENT (TWO YEARS IDEAL), PARTICULARLY FOR SEEDED SHRUBS. Q. PRIOR TO CONSTRUCTION, OWNER'S REPRESENTATIVE SHALL SUBMIT TEMPORARY EROSION CONTROL PROCEDURES FOR APPROVAL BY THE AGO AND TOWN OF VAIL ENGINEER. ROAD ('50 INS kg, ►�,� oil big FLANTI NC NOTES � SFEG I F I GATI ONS: I. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LEGEND(S). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARGHITEGT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURER'S SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE BEGINNING WORK. 4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES 6 PESTS. 5. ALL GONTAINERIZED PLANTS NEED TO BE TO EDGE OF CONTAINER 8 HOLD ROOT BALL TOGETHER. 6. PRIOR TO PLANTING, THE IRRIGATION 5Y5TEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. i. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. 8. PERENNIAL BEDS SHALL BE BACKFILLED WITH A 3:1 RATIO OF TOPSOIL 8 COMPOST TO A DEPTH OF V. 9. ALL TREES SHALL HAVE THE ROOT GROWN PLANTED 2" ABOVE THE SURROUNDING FINISHED GRADE. ALL SHRUBS SHALL HAVE THE ROOT GROWN PLANTED I" ABOVE THE 54JRROUNDINO FINISHED GRADE. 10. ALL TREES SHALL HAVE ALL TWINE OR OTHER BINDING MATERIAL REMOVED AROUND GROWN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND BINDING MATERIALS PULLED BACK FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BAGKFILLIN6. 11. ALL SHRUB BEDS AND TREE WELLS WILL BE MULCHED WITH TWO (2) INCHES SHREDDED BARK MULCH THROUGHOUT ENTIRE BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER, BUT BE TOP DRESSED WITH I" COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVERGREEN TREES 14'+ IN HE16HT AND ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5 FOOT STEEL 'T' STAKES AND GUYED WITH 12 GAUGE, GALVANIZED WIRE AND 1 -1/2 INCH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLE55 OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 13. ALL EVERGREEN AND DECIDUOUS TREES SHALL BE PROVIDED WITH AN "EARTHEN 5AUCER" AT ITS BASE. SAUCERS ARE TO BE CONSTRUCTED HAVING A MINIMUM SHALLOW DEPTH OF FOUR (4) INCHES. SAUCERS SHALL BE INSTALLED ON DOWNHILL 51DE ONLY WHEN PLANTINGS OCCUR ON A HILLSIDE. 14. ALL NEWLY PLANTED TREES 8 SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH 51050L MIX, ALL - PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN WITH BAGKFILL. 15. ALL 50D AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING BEDS WITH EDGING. EDGING SHALL BE Ya" X 4" BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH EDGING PINS SPACED EVENLY PER 10' SECTION OF EDGING. OVERLAP EDGING BY 14" d SECURE OVERLAPPING SECTIONS WITH 2 PINS. EDGING SHALL NOT PROTRUDE ABOVE SURROUNDING FINISHED GRADE BY MORE THAN Y4 ". 16. ALL PLANTING SHALL BE COMPLETED DURING THE NORMAL GROWING SEASON; NO PLANTING SHOULD OCCUR DURING INCLEMENT OR FREEZING WEATHER. 11. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOP501L NATIVE TO THE SITE 15 PREFERRED IF AVAILABLE. IF TOPSOIL 15 NEEDED FROM OFFSITE, THE TOPSOIL AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL 6" TOPSOIL d 2" COMPOST, AND TOP DRE-55 WITH I" COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 3" TO E-STABL15H ALL TURF AREAS, SHRUB BEDS, t TREE PLANTINGS. A DEPTH OF I" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVE6ETATION, AND FOR THE AMENDED BAGKFILL OF ALL NEW TREES AND SHRUBS. SCARIFY EXISTING 501L SURFACE PRIOR TO THE ADDITION OF TOP501L TO FORM AN ADEQUATE BOND. FOR FIN15H GRADING, 501L SURFACE SHOULD BE A L005E M015T SURFACE. PLANTING SHOULD OCCUR WITHIN 10 DAYS OF SURFACE PREPARATION. 18. PREPARATION OF NATIVE 6RA55 AREAS WILL INCLUDE THE FOLLOWING: 18.1: EXISTING TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED AND RE- SPREAD WHERE POSSIBLE. 182: L005EN 501L TO A MINIMUM OF 4" DEPTH. REMOVE STONES OVER 2" IN DIAMETER, STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 183: DISTRIBUTE I" OF TOP501L TO BE CULTIVATED INTO NATIVE SOIL. 18.4: GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRE-55IONS AS REQUIRED TO DRAIN. 185: ONE APPLICATION OF A DI- AMMONIUM PHOSPHATE FERTILIZER, 18 -46-0, SHALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 8 L55. PER 1000 S.F. 19. ALL D15TUR13ED AREAS TO BE REVEGETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 L55. PER ACRE: 15% GREEN NEEDLE GRASS 5% SHEEP FESCUE 25% HARD FESCUE 30% CANADA BLUEGRASS 10% NEEDLE AND THREAD 15% THIGK5PIKE WHEATGRA55 20. MULCH ALL SEED SOWN AREAS WITH I" - 2" OF CERTIFIED WEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TAGKIFIED WITH APPROVED ORGANIC TAGKIFIER AT THE RATE OF 120 LB5. / ACRE, OR HYDROMULGH. 21. ALL SEED SOWN AREAS ARE TO BE LIGHTLY RAKED Y4" INTO THE SOIL AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO THE SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE -YEAR FOLLOWING THE PLANT'S INSTALLATION. NURSERY STOCK 15 NOT GUARANTEED AGAINST FLOOD, OWNER NEGLECT, VEHICULAR OR LAWN MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR WILDLIFE). 23. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EXISTING LANDSCAPED AREA, DAMAGE INCURRED 15 TO BE REPAIRED AT THE CONTRACTOR'S COST. 24. TURF FOOD 10 -5 -5 OR 14-5 -5 ORGANIC FERTILIZER ('RICH LAWN' BRAND OR EQUIVALENT) SHALL BE APPLIED TO ALL NEW SEEDED AREAS PER MANUFACTURER'S SPECIFICATIONS. /� - - - -/y W 3 Yom/ +24' 8.5' �\ / - -____ �\\ �\ \\ \ \ -_ -- _�� O�, w - w W.2, - 2T - - - W W W w s W ✓ CLQS 1 \ O� i BRIDGE -- - �� P _ _ " ,8' UI ROf�QSjD � - - - - - -- 4w `\ � \� \ O\ �\ Wes- _- - -- I �i -" F- �. -s =�i �-- - - - -i� .6�� �. rvv,` �2 �� � \�/ \ , _ � / • `v- -�-, W ��r _ �/ + � y i+� � 1��y w. y - -- _ ��'' ��' .�2 ' • - z� +29. - - - -+_ 31 .5 - z y y 'y l -WyW wyy W - -__ ` --- - - _-_- '--- - - - - -- EXISTING BUILDING ENVELOPE �� ` � W � . �� - . 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SWIMMING W' - W -�_ - - / • ' - - - -- - - - - -- OF CONSTRUCTION `\°•, -W "� - - - -- �. +14' POOL® y +�_ - -- -- - - - - -- _\ - - -- _ - _� DISTURBANCE ,,� w,,W - Q o W W W _ - w W w - ��� PLANTINGW _z w = W W / ✓ W -�T�� ------------ - --- - - - - -- / _ _l -` _- - -� - - y 4 _ - -- - _ -- - - -- -� w - - -� W \ \y W W /• / W _ _' - _- - - - - -- .m- ---- - - - - -- ------ 'J W _� W - W_ - - -�- -mow -z -- w W W - - - - - - - - - - __ \ •� J \ �l .� ----- - - - - -- �� -` /� �-'►���� ----------- MONO - ' ,� 20 FRONT SETBACK PROPOSED BUILDING ENVELOPE EXISTING TREE TO BE \,�`.� ------ W W W_�W \___ l _ - - - - -- - -- -_� �.� REMOVED (T1'P.) `� � �o _ ,i/ \`- '- - - - - -- MU PROPERTY LINE �., - -- _ _ (50 MAMULCH PATH FOR �, / � - s -y -y - - - -- - - ___ / A GCE N INTENANGE --------------- - - - - -- - - - - - -- PROPOSED LIMITS OF CONSTRUCTION Rv ' R • • DISTURBANCE �i I Approved by the Design Review Board TOWN OF UA I L By Warren Campbell at 7:48 am, Jul 22, 2013 ZO 10 O ZO 40 60 SG,ALE: _ .20' 30 PIGEA PUN&EN5 COLORADO SPRUCE 8' HT. C, n o° II PIGEA PUNGEN5 COLORADO 5PRUGE 10' HT. D C-,) 40 POPULU5 TREMULOIDES QUAKING ASPEN 2.5" CALIPER M 13 POPULUS TREMULOIDES QUAKING ASPEN 3" CALIPER 0 Cl) 0 34 PRUNUS MELANOGARPA NATIVE GHOKEGHERRY 5 GAL. O 62 SYMPHORIGARPOS OREOPHILUS MOUNTAIN SNOWBERRY 5 GAL. O13 x O m 5ORBARIA 5OR51FOLIA URAL FALSE SPIREA 5 6AL. O O 150 I GAL. W d W V) ASSORTED GROUND COVERS AND PERENNIAL FLOWERS IS FLATS w REVEOETATE ALL DISTURBED AREAS WITH NATIVE GRASS 8 -0 cd cd L L WILDFLOWER SEED MIX _O ® *10 U LAWN - PERMANENT UNDERGROUND IRRIGATION T.B.D. NOTES: DRIP IRRIGATION SHALL BE PROVIDED TO ALL PROPOSED TREE-5 4 SHRUBS. POP-UP SPRAY IRRIGATION SHALL BE PROVIDED AT ALL PERENNIAL FLOWER d 6ROUNDGOVER AREAS. TEMPORARY ROTOR IRRIGATION SHALL BE PROVIDED AT ALL REVEOETATED AREAS. 20' FRONT SETBACK %j Q. EROSION GONTROL � SITE FROTEGT I ON NOTES SFEG I F I GATI ONS: I. SILT FENCE OR HAY BALES ARE TO BE PLACED AT THE LIMIT OF DISTURBANCE AND IN SIGNIFICANT DRAINAGE CHANNELS AS NEEDED TO PREVENT EROSION AND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED. 2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE THAT ARE TO BE PRESERVED SHALL 13E PROTECTED: AT EVERGREEN TREES WITH SNOW FENCING AT DRIP -LINE; AT DECIDUOUS TREES USE SNOW FENCING AT DRIP -LINE. IF YOU CANNOT PROVIDE SNOW FENCE ® DRIP -LINE DUE TO CONSTRUCTION PROXIMITY, WRAP TRUNK WITH PLASTIC CORRUGATED CULVERT SECTIONS TO A HEIGHT OF 6. OR TO FIRST MAJOR BRANCH. IF IT 15 NECESSARY TO DRIVE WITHIN THE DRIP -LINE OF THE TREE, CONTRACTOR SHALL INSTALL 4" OF BARK MULCH OR WOOD CHIPS IN A RING EXTENDING FROM THE TRUNK TO THE TREES DRIP LINE. 3. SPECIAL CARE NEEDS TO BE TAKEN FOR TREES WITHIN CONSTRUCTION ACCE55 ROUTE AND WORK AREA5. PLASTIC CORRUGATED CULVERT SECTIONS WITH INTERIOR INSULATION OF 1.5" MIN. TO SURROUND TREE TRUNK TO A HEIGHT OF 6 OR TO FIRST MAJOR BRANCH. 4. ERECT AND MAINTAIN TEMPORARY FENCING AROUND TREE PROTECTION ZONES BEFORE STARTING SITE CLEARING. REMOVE FENCE WHEN CONSTRUCTION 15 COMPLETE. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL WITHIN FENCED AREA. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC WITHIN FENCED AREA. MAINTAIN FENCED AREA FREE OF WEEDS AND TRASH. 5. DO NOT EXCAVATE WITHIN TREE PROTECTION ZONES, UNLESS OTHERWISE INDICATED. WHERE EXCAVATION FOR NEW CONSTRUCTION 15 REQUIRED WITHIN TREE PROTECTION ZONES, HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW -TINE 5PADIN6 FORKS COMB SOIL TO EXPOSE ROOTS AND CLEANLY GUT ROOTS AS CLOSE TO EXCAVATION AS POSSIBLE. 5.1. COVER EXP05ED ROOTS WITH BURLAP AND WATER REGULARLY. 5.2. TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY REDIRECTED AND COVERED WITH SOIL. 53. COAT GUT FACES OF ROOTS MORE THAT 1.5" IN DIAMETER WITH AN EMULSIFIED ASPHALT OR OTHER APPROVED COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUES. 5.4. BAGKFILL WITH SOIL AS SOON AS P0551BLE 6. ALL DISTURBED AREAS NOT DE51ONATED AS SHRUB BEDS, PERENNIAL BEDS, OR LAWN SHALL BE REVE&ETATED WITH THE SPECIFIED SEED MIXTURE. SEE PLANTING NOTES #I5- #21 FOR MORE INFORMATION. i. ALL EXISTING DISTURBED AND PROP05ED SLOPES STEEPER THAN 3:1 SHALL BE PROTECTED WITH AN APPROVED ER05ION CONTROL BLANKET, PLACED OVER NATIVE REVEOETATION AND STRAW MULCH (SEE PLANTING NOTE #20). 8. PROVIDE SILT FENCE OR SNOW FENCING AROUND ALL REVE&ETATED AREAS FOR A MINIMUM OF ONE YEAR PERIOD OF ESTABLISHMENT (TWO YEARS IDEAL), PARTICULARLY FOR SEEDED SHRUBS. Q. PRIOR TO CONSTRUCTION, OWNER'S REPRESENTATIVE SHALL SUBMIT TEMPORARY EROSION CONTROL PROCEDURES FOR APPROVAL BY THE AGO AND TOWN OF VAIL ENGINEER. ROAD ('50 INS kg, ►�,� oil big FLANTI NC NOTES � SFEG I F I GATI ONS: I. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LEGEND(S). 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARGHITEGT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURER'S SPECIFICATIONS, PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE BEGINNING WORK. 4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES 6 PESTS. 5. ALL GONTAINERIZED PLANTS NEED TO BE TO EDGE OF CONTAINER 8 HOLD ROOT BALL TOGETHER. 6. PRIOR TO PLANTING, THE IRRIGATION 5Y5TEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. i. ALL PLANT MATERIAL SHALL BE PLACED IN PITS HAVING A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL ROOT BALL OR CONTAINER VOLUME. 8. PERENNIAL BEDS SHALL BE BACKFILLED WITH A 3:1 RATIO OF TOPSOIL 8 COMPOST TO A DEPTH OF V. 9. ALL TREES SHALL HAVE THE ROOT GROWN PLANTED 2" ABOVE THE SURROUNDING FINISHED GRADE. ALL SHRUBS SHALL HAVE THE ROOT GROWN PLANTED I" ABOVE THE 54JRROUNDINO FINISHED GRADE. 10. ALL TREES SHALL HAVE ALL TWINE OR OTHER BINDING MATERIAL REMOVED AROUND GROWN OF TRUNK. ALL TREES SHALL HAVE BURLAP AND BINDING MATERIALS PULLED BACK FROM A MINIMUM OF THE TOP ONE THIRD OF THE ROOT BALL PRIOR TO BAGKFILLIN6. 11. ALL SHRUB BEDS AND TREE WELLS WILL BE MULCHED WITH TWO (2) INCHES SHREDDED BARK MULCH THROUGHOUT ENTIRE BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER, BUT BE TOP DRESSED WITH I" COMPOST. CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. EVERGREEN TREES 14'+ IN HE16HT AND ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5 FOOT STEEL 'T' STAKES AND GUYED WITH 12 GAUGE, GALVANIZED WIRE AND 1 -1/2 INCH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO BE REMOVED 3 YEARS FROM DATE OF INSTALLATION UNLE55 OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 13. ALL EVERGREEN AND DECIDUOUS TREES SHALL BE PROVIDED WITH AN "EARTHEN 5AUCER" AT ITS BASE. SAUCERS ARE TO BE CONSTRUCTED HAVING A MINIMUM SHALLOW DEPTH OF FOUR (4) INCHES. SAUCERS SHALL BE INSTALLED ON DOWNHILL 51DE ONLY WHEN PLANTINGS OCCUR ON A HILLSIDE. 14. ALL NEWLY PLANTED TREES 8 SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH 51050L MIX, ALL - PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN WITH BAGKFILL. 15. ALL 50D AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING BEDS WITH EDGING. EDGING SHALL BE Ya" X 4" BLACK STEEL ROLL TOP, TACKED IN PLACE WITH THREE 12 INCH EDGING PINS SPACED EVENLY PER 10' SECTION OF EDGING. OVERLAP EDGING BY 14" d SECURE OVERLAPPING SECTIONS WITH 2 PINS. EDGING SHALL NOT PROTRUDE ABOVE SURROUNDING FINISHED GRADE BY MORE THAN Y4 ". 16. ALL PLANTING SHALL BE COMPLETED DURING THE NORMAL GROWING SEASON; NO PLANTING SHOULD OCCUR DURING INCLEMENT OR FREEZING WEATHER. 11. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOP501L NATIVE TO THE SITE 15 PREFERRED IF AVAILABLE. IF TOPSOIL 15 NEEDED FROM OFFSITE, THE TOPSOIL AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL 6" TOPSOIL d 2" COMPOST, AND TOP DRE-55 WITH I" COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 3" TO E-STABL15H ALL TURF AREAS, SHRUB BEDS, t TREE PLANTINGS. A DEPTH OF I" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVE6ETATION, AND FOR THE AMENDED BAGKFILL OF ALL NEW TREES AND SHRUBS. SCARIFY EXISTING 501L SURFACE PRIOR TO THE ADDITION OF TOP501L TO FORM AN ADEQUATE BOND. FOR FIN15H GRADING, 501L SURFACE SHOULD BE A L005E M015T SURFACE. PLANTING SHOULD OCCUR WITHIN 10 DAYS OF SURFACE PREPARATION. 18. PREPARATION OF NATIVE 6RA55 AREAS WILL INCLUDE THE FOLLOWING: 18.1: EXISTING TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED AND RE- SPREAD WHERE POSSIBLE. 182: L005EN 501L TO A MINIMUM OF 4" DEPTH. REMOVE STONES OVER 2" IN DIAMETER, STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. 183: DISTRIBUTE I" OF TOP501L TO BE CULTIVATED INTO NATIVE SOIL. 18.4: GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRE-55IONS AS REQUIRED TO DRAIN. 185: ONE APPLICATION OF A DI- AMMONIUM PHOSPHATE FERTILIZER, 18 -46-0, SHALL BE BROADCAST PRIOR TO SEEDING AT A RATE OF 8 L55. PER 1000 S.F. 19. ALL D15TUR13ED AREAS TO BE REVEGETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 L55. PER ACRE: 15% GREEN NEEDLE GRASS 5% SHEEP FESCUE 25% HARD FESCUE 30% CANADA BLUEGRASS 10% NEEDLE AND THREAD 15% THIGK5PIKE WHEATGRA55 20. MULCH ALL SEED SOWN AREAS WITH I" - 2" OF CERTIFIED WEED FREE STRAW OR HAY, ALL STRAW AREAS ARE TO BE TAGKIFIED WITH APPROVED ORGANIC TAGKIFIER AT THE RATE OF 120 LB5. / ACRE, OR HYDROMULGH. 21. ALL SEED SOWN AREAS ARE TO BE LIGHTLY RAKED Y4" INTO THE SOIL AND IRRIGATED. 22. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO THE SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE -YEAR FOLLOWING THE PLANT'S INSTALLATION. NURSERY STOCK 15 NOT GUARANTEED AGAINST FLOOD, OWNER NEGLECT, VEHICULAR OR LAWN MOWER DAMAGE, STORM DAMAGE, THEFT OR ANIMAL DAMAGE (DOMESTIC OR WILDLIFE). 23. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EXISTING LANDSCAPED AREA, DAMAGE INCURRED 15 TO BE REPAIRED AT THE CONTRACTOR'S COST. 24. TURF FOOD 10 -5 -5 OR 14-5 -5 ORGANIC FERTILIZER ('RICH LAWN' BRAND OR EQUIVALENT) SHALL BE APPLIED TO ALL NEW SEEDED AREAS PER MANUFACTURER'S SPECIFICATIONS. /� - - - -/y W 3 Yom/ +24' 8.5' �\ / - -____ �\\ �\ \\ \ \ -_ -- _�� O�, w - w W.2, - 2T - - - W W W w s W ✓ CLQS 1 \ O� i BRIDGE -- - �� P _ _ " ,8' UI ROf�QSjD � - - - - - -- 4w `\ � \� \ O\ �\ Wes- _- - -- I �i -" F- �. -s =�i �-- - - - -i� .6�� �. rvv,` �2 �� � \�/ \ , _ � / • `v- -�-, W ��r _ �/ + � y i+� � 1��y w. y - -- _ ��'' ��' .�2 ' • - z� +29. - - - -+_ 31 .5 - z y y 'y l -WyW wyy W - -__ ` --- - - _-_- '--- - - - - -- EXISTING BUILDING ENVELOPE �� ` � W � . �� - . 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W -- - - -------------- PROPOSED LIMITS ,Ww w W_ -W- _. +.-,' y - _ - - --_- - TURF - -- L W - - >�___ `��-- - - - -- -- r i v NA IV P --------------- ::�... SWIMMING W' - W -�_ - - / • ' - - - -- - - - - -- OF CONSTRUCTION `\°•, -W "� - - - -- �. +14' POOL® y +�_ - -- -- - - - - -- _\ - - -- _ - _� DISTURBANCE ,,� w,,W - Q o W W W _ - w W w - ��� PLANTINGW _z w = W W / ✓ W -�T�� ------------ - --- - - - - -- / _ _l -` _- - -� - - y 4 _ - -- - _ -- - - -- -� w - - -� W \ \y W W /• / W _ _' - _- - - - - -- .m- ---- - - - - -- ------ 'J W _� W - W_ - - -�- -mow -z -- w W W - - - - - - - - - - __ \ •� J \ �l .� ----- - - - - -- �� -` /� �-'►���� ----------- MONO - ' ,� 20 FRONT SETBACK PROPOSED BUILDING ENVELOPE EXISTING TREE TO BE \,�`.� ------ W W W_�W \___ l _ - - - - -- - -- -_� �.� REMOVED (T1'P.) `� � �o _ ,i/ \`- '- - - - - -- MU PROPERTY LINE �., - -- _ _ (50 MAMULCH PATH FOR �, / � - s -y -y - - - -- - - ___ / A GCE N INTENANGE --------------- - - - - -- - - - - - -- PROPOSED LIMITS OF CONSTRUCTION Rv ' R • • DISTURBANCE �i I Approved by the Design Review Board TOWN OF UA I L By Warren Campbell at 7:48 am, Jul 22, 2013 ZO 10 O ZO 40 60 SG,ALE: _ .20' V 00 0 Iq 00 PV M C, n o° m fV W M ON D C-,) o: CD � o° a 0 w M Q °° w a p v M 0 Cl) 0 O O V z a J � w _ v M x O m O O W d W V) r / U -0 cd cd L L _O ® *10 U Z J> Sketch Plan Submittal: 15 April 2013 Final Plan Submittal: 7 May 2013 Title: PLANTING PLAN Scale: 1 = 20' Sheet: L 1 © Ceres Plus, LLC. 2013 0 10 A3.1 M 00 I Zo Ln 0 11 A3.5 3 2 1 1 A4.1 A3.1 A4.1 Approved by the Design Review Board TOWN OF 9VAIL'By Warren Campbell at 7:48 am, Jul 22, 2013 0 4 LOWER 3/16" = V -0" 8 12 16 24 LEVEL FLOOR PLAN 32 2 \•C ■ RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP VI cW I 1� c�c I 1� V� 0 0 0 0 O o 0 � U ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Lower Level Floor Plan SHEET NAME A2,01 SHEET NUMBER 5 A3.2 2 A- �y 6 A3.2 / J l � i 7 J/ 0 Approved by the Design Review Board TOWN OF Vii I L By Warren Campbell at 7:47 am, Jul 22, 2013 4 A3.2 4 7 AI LOWER 3/16" = V -0" LEVEL FLOOR PLAN 32 \•C ■ TAW RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP 4� W �;W0 V V� O O O O o � o 0 � U O ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Lower Level Floor Plan SHEET NAME A2,02 SHEET NUMBER 0 10 A3.1 00 i LO 0 11 A3.5 3 2 1 1 A4.1 A3.1 A4.1 Approved by the Design Review Board TOWN OF VAIL � By Warren Campbell at 7:47 am, Jul 22, 2013 0 4 8 12 16 24 MAIN LEVEL FLOOR PLAN, 2 32 \•C ■ RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP W �;W0 V V� 0 0 0 0 O o 0 � U ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Main Level Floor Plan SHEET NAME A203 SHEET NUMBER 2 Approved by the Design Review Board TOWN OF tVAILBy Warren Campbell at 7:47 am, Jul 22, 2013 0 4 8 12 4 A3.2 /7 -'\ A3.3 16 MAIN LEVEL FLOOR PLAN, 24 32 \•C ■ RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP 4� W �;W0 V V� 0 0 0 0 O o 0 � U ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Main Level Floor Plan SHEET NAME A2,04 SHEET NUMBER UPPER 3/16" = V -0" LEVEL FLOOR PLAN. 2 Approved by the Design Review Board TOWX OF VAI L I By Warren Campbell at 7:47 am, Jul 22, 2013 4 A3.2 /7 -'\ V. UPPER 3/16" = V -0" LEVEL FLOOR PLAN 32 \•C ■ RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP 4� W �;W0 V V� 0 0 0 0 O n � `^ O O � U 0 ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek —Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Upper Level Floor Plan SHEET NAME A2,05 SHEET NUMBER 0 10 A3.1 00 i io LO 0 11 A3.5 \ / L__1 F_' II ---- _--- - -___� II 16: z I L-1 LLIZ- L---------------------------------- - - - - -- L F,L7 GENERAL NOTES: 1. TYPICAL EAVE OVERHANGS ARE 3' -0" FROM FACE OF STUD, UNO. 2. TYPICAL RAKE OVERHANGS ARE 3' -0" FROM FACE OF STUD, UNO. 3 2 1 1 3. RAIN GUTTER 2 A3.1 A4.1 A3.1 A4.1 A3.1 5. DOWNSPOUT 6. SNOW FENCE 7. R1 — SHAKE ROOFING 8. R2— METAL ROOFING 9. OVER FRAME 0 Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7:47 am, Jul 22, 2013 4 ROOF 3/16" = 1' —( 8 12 PLAN. 16 24 32 RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP W �;00 V V� O O O O 0 0 � v O ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions D 05 -07 -13 Spraddle Creek —Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Roof Plan SHEET NAME A2,06 SHEET NUMBER / y J- Fj L-1 A- �y 2 A3.1 ( I Approved by the Design Review Board TOWN OF VA I L I By Warren Campbell at 7:47 am, Jul 22, 2013 0 4 8 ROOF 3/16" = 1' —( 12 PLAN. 16 4 A3.2 A3.3 GENERAL NOTES, 1. TYPICAL EAVE OVERHANGS ARE 3' -0" FROM FACE OF STUD, UNO. 2. TYPICAL RAKE OVERHANGS ARE 3' -0" FROM FACE OF STUD, UNO. 3. RAIN GUTTER 5. DOWNSPOUT O 6. SNOW FENCE NAM 7. R1 - SHAKE ROOFING II 8. R2 - METAL ROOFING 9. OVER FRAME 24 32 RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP 4� V V�I � C� O P4 C� � O O O ° 0 ° � v o ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -13 -13 Revisions D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Roof Plan SHEET NAME A2,07 SHEET NUMBER T.O. F.F 85Y T.O. PLYWD. ' EXTERIOR 3/16" = V -0" ELEVATION EXTERIOR 3/16" = 1' -0" ELEVATION T.O. F.F 8524. -0 " T.O. PLYWD. SUBFLOOR: T.O. F.F 8522' -0" T.O. PLYWD. SUBFLOOR: T.O. F.F 8534' -10" OL - - - T.O. PLYWD. SUBFLOOR= 8534' -7" T.O. F.F 8522' -0" T.O. PLYWD. SUBFLOOR= 8521' -9" T.O. F.F 8508' -0" T.O. CONC. SUBFLOOR= 8507' -9" T.O. F.F 8534' -10" T.O. PLYWD. SUBFLOOR= 8534' -7" T.O. F.F 8522' -0" h T.O. PLYWD. SUBFLOOR= 8521' -9" T.O. F.F 8510' -0" T.O. CONC. SUBFLOOR= 8509' -9" GRADE 0 Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7:47 am, Jul 22, 2013 EXTERIOR 3/16" = V -0" ELEVATION RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP rT� W V� 0 �I 0 0 0 O n � `^ O O � U 0 ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Exterior Elevations SHEET NAME A3,01 SHEET NUMBER ;RADI 7 "" EXTERIOR. 3/16" = 1' -0" EXTERIOR ELEVATION 3/16" = V -0" ARM/0 r%NN1 vvcu uy Ll is K7n Design Review Board TOWN OF VA 1 L By Warren Campbell at 7:45 am, Jul 22, 2013 EXTERIOR 3/16" = V -0" ELEVATION SITE SECTION RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP 4� C� W V V�I � 0 4� P4 O O 0 O O � U ISSUED FOR: No. Date Remarks A 04/15/13 Spraddle Creek — Sketch B 04 -19 -13 Rivisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Exterior Elevations SHEET NAME A3,02 SHEET NUMBER T.O. F.F 8534' -10" T.O. PLYWD. SUB FLOOR= 8534' -7" T.O. F.F 8522' -0" T.O. PLYWD. SUBFLOOR= 8521' -9" T.O. F.F 8510' -0" T.O. CONC. SUBFLOOR= 8509' -9" T.O. F.F 8535' -8" T.O. PLYWD. SUBFLOOR= 8535' -5" T.O. F.F 8524' -0" T.O. PLYWD. SUBFLOOR= 8523' -9" T.O. F.F 8522' -0" T.O. PLYWD. SUBFLOOR= 8521' -9" Approved by the K Design Review Board TOWN OF VAIL JI By Warren Campbell at 7:45 am, Jul 22, 2013 EXTERIOR ELEVATION, 0. F.F 8534' -10" FLOOR= 8534' -7" -.0. F.F 8522' -0" 4 ;F1_OOR= 8521' -9" • WINVING021.2 — SITE SECTION RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP rT� W ;W0 V�I � 0 �I o Q o O n � `^ O O � U ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Exterior Elevations SHEET NAME A303 SHEET NUMBER �' (_)E-A I Cf\l Vf\ CLC V /"\ I I VIV - JI 1 C OE-U I I VIV TOWN OF VA I L � By Warren Campbell at 7:45 am, Jul 22, 2013 3/16" = 1' -0" . F.F 8534' -10" LOOR= 8534' -7" I F.F 8522' -0" "LOOR= 8521' -9" 0. F.F 8510' -0" LOOR= 8509' -9" RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP 4� C� W 4� 4� V 4� C� V� 0 4� P4 4� �o 0 0 0 �v ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Exterior Elevations SHEET NAME A3,04 SHEET NUMBER rowN OF VAIL Approved by the Design Review Board By Warren Campbell at 7:45 am, Jul 22, 2013 EXTERIOR. 3/16" = 1' -0" ELEVATION -SITE SECTION RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP 4� C� W 4� 4� V 4� C� V� 4� 0 P4 4� �o 0 0 0 �v o ISSUED FOR: No. Date Remarks A 04 -15 -13 Spraddle Creek — Sketch B 04 -19 -13 Revisions C 04 -29 -13 TOV — PEC D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV — DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Exterior Elevations SHEET NAME A3,05 SHEET NUMBER GUARD I ROAD SHOULDER SPRADDLE CREEK ROAD-i 'PROPERTY LINE I RETAINING WALL RETAINING WALL 111 111 111 111 11 11 111 11 1 111 111 = 1 i -IIi II i1 I I- I I =1 I I I I 1 I I 1 1 11 1 11 1 11 I I I !1 I I I 1 I III iI I ICI I i1 III III III -III III -III IIII I IIIIIIIIII I III I I III III III III III -III EXISTING 11 III III III III III III -III - III III III III III III - III III -III ICI III III -III GRADE 1 =1 I'I 11 =1 I'III1 I'I 11 =1 I' -I 11 =1 11 =1 1 11 I -I 11 -1 11 I I1 I'III1 I I1 I I1 I'I 11 =1 _ I -I I II IIiI 11 =1 I iI 11 =1 I i -III- IIi III -1 I I -1 11 =1 I i III -- III III -1 I iIII1 1 11 I I1 I iIII1 I I III- III- IIII 111 I II 111 I II 111 I I -III- -I 111 111 111 111 I II 111 I II 111 I II I ICI 111 111 I II 111 I II I -I 111 1I -1 11 =1 I' I I 1 =1 I' II I -1 I I �I I I1 I I -1 I I -1 I I -1 1 1- I I' �I I I -II I �I I I -1 I I -1 I I1 I I1 I I1 I' II I1 I I �I I I1 I I1 I I1 1 1= -III I I -III I I -III- I I I I -IIIIIIIIII I I I I I 11 1111111 I ICI I I -III I I -III- I I I I -IIIIIIIIII 11 1 =1 11 =1 I I I 1 =1 I iI 11 =1 I i IIi IIi III -1 I I -1 11 =1 I I I IIi III -1 I I -1 I I1 1 11 I I1 I iIII1 I iIIiIIiIII1 I I1 I I1 11 -I � II � I IIIIIIIIII � II � IIIIIIII � II � VIII I I I -IIII � II � I I I ICI I II � VIII � II � IIIIIIII � II � VIII I I I I 1 =1 11 1 1 =1 1 =11 11 1 =1 1 =11 11 1 =1 111111 1 =1 1 1 =1 1 =11 11 1 =1 1 =11 11 = - I III- _ I I! =III -III I I' 111= III =IIIIII1 I IIII1 I' - III -1 1 1III�III =1 I I- I I! =III1 I I I I L I 11= III =III = III =1 I IIII1 I'1 III III =1 I I =1 I I III =1 I I =1 I I =1 I \III III -III I I III I I IIII I- III =1 1 11 11 =1 I II 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 I II I _1111 I _I 11= -I II II II I IIIIIIIIIII L IIIIIIIIII IIII - III III -III ICIIIIIIIIIIIIII L IIIIIIIIII IIII -IIII I-1 I III 1 =1 I I 1 I E1 I E- 1- 11 1 =1 I III F1 F -I 11 =1 EI I I 1 I I 1 I I 1 I H _= H 11 I I 1 I I 11 1 =1 I I 1 I I 1 I I 1 I -III- II I -111= III= III III III- III - III III -III= III III =111- II III -III= III III III- 111 111- III - III - III - III -III= III III =III- II 111 -III =111 1 III III III I I I I I I I 1 1 1 1-1 1 LL- 1 =I 11 =I I I_ I _III III III III III III III III III III 11 =I 1 =I 1 =I i_ _I 1 =I 1 =I 1= �I� IC IIIIII�11111�11111�11111�11111�11111�1111�IIII�11111�11111�11111�11111�11111�11111�11111� II' _I _III. Approved by the Design Review Board TOWN ( By Warren Campbell at 7 :44 am, Jul 22, 2013 EXISTING PROPOSED GRADE GRADE - _ = T.O. FT 8534' -10" T.O. PLYWD. SUBFLOOR= 8534' -7" Ll Li Li Li Li 11111111111 �\ III III III III -III= \ III - III - III - III -III -1 - - = III - III III - III III - III III III11 - - - - - 1 III III III III III III III =III - - - - - - =1 T.O. F F 8522' -0" T.O. PLYWD. SUBFLOOR= 8521' -9" I III III III III III III III III III III III III III II -III III III 111 III III III III III III III III III 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 = III= III =III III= III= III = III= III = III= III = III= III = III= III = III= III = III= III = III= III = III= III = III= III =IIII 1= III = III = III = III =III =I I- 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 = III = III = III = III = III = III = III =III =I III - III - III III - III - III - III - III III - III - III - III III - III III - III - III -I I Imo- III III III - III III - III III - III - III - III III - III III III III III III III III - III III - III =11 - iI I iI I iI 11 =1 I iI 11 =1 I iI 11 =1 I iI 11 =1 11 =1 1 1II iI 1 11 I -I 11 =1 I iI 11 =1 I I III -1 I iIII1 I iIII1 I i III -1 I I -1 1 11 I iI 1 11 I- III -1 I i IIi IIi III -1 I iIII1 I iIII1 I I � - - =1 =1 IIi -1 I- -1 1 111111 !1 1 11 =1 ICI -1 I- -1 1 111111 - 1 =1 11 =1 11 =1 11 =1 I I I I 1 =1 I I -I 11 =1 I -I 11 =1 11 =1 11 =1 I I I I I I I 1 =1 11 =1 11 =1 11 =1 11 =1 I I I I 1 =1 I I -I 11 =1 I -I 11 =1 11 =1 11 =1 I I I I I III -1 I I -1 I I -1 I � -1 I I -1 I � III -1 I �- III -1 II I -1 11 -1I 1 =1 III -1 - 1- 1 -1 -1I 1 =1 -1111 11 -1 11 -1I 1 =1 III -1 - 1- 1 -1 -1I 1 =1 I- II -1 I -1 -1 -1 'II11I'II11I'II11I' III1I -II1 111= 1111I -II11I - II11I'II11I'II11I'II11I' III1I -II1 111= 1111I -II11I -II1 111= 111= 111= 111= 111= 111= 1111II -III GRADE IdGRADE 1 -III -III -III -I III -1111 IIII -III -III -III -III -I III -1111 IIII IIII u-- III- -I Illy --1 IIII --III - - - - - - - - - - - - -- _ T.O. F.F 8510' 0" III -III III -III III -III III I I � III III III -IIi III III III -III III -III III -III III -III III I I � III III III -IIi III III IIIIIIIIIIIIIIIIIIIIIIIIIIII II I II I I III I II II II I I I III II II II I II I I III I II II II I I I III II II II I II I I III I II I I I III II II II I II I I III I II II II I I I III II II II I II I I I� II III- - I I I I I I I I I I I I I I - 1 =1 1=1 11 =1 1 =1 1 =1 1 =1 1 =1 1 =1 11=1 III 1 =1 1 =1 I- - III - 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 I- - III - 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 1 =1 T1 1 =1 1 =1 I- III1 -III- - I- I' - -III- - I- III I I I III I I I I I I I I III I I I III I I I I I I I I III I I I III I I I I I I I I III I I I III I I IIII I I I I I Im III -1 -1 - III -1 III -1 IIi IIi III -1 -1 1 =1 IIi -III -1 11-1 -1 - III -1 III -1 IIi IIi III -1 -1 1 =1 IIi -III -1 11-1 -1 - III -1 III -1 IIi IIi III -1 -1 1 =1 IIi III -1 -1 -1 - III -1 III -1 IIi IIi III -1 -1 1 =1 IIi III -1 -1 -1 IIi III -1 iIIiIIiI 1 =1 1 =11�` III II III II III II III II I1 I I I I I I III 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 1I 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= 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 1I 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 I I I I I I I I I I I I I I I I I I I I I I 1- I I I -I I I I 1 I I I I I -I I 1 1 1 I I I 1 .......... -I I -III III -III I I IIII I I I III III III III III III III -III 111 -III III -III I I IIII I I I III III III III III III III -III 111 -III III -III I I IIII I I I III III III III III III III -III 111 -III III -III I I IIII I I I IIIIIIIIIIIIIIIIIII I -III I I III III -III I I IIII I I I IIIIIIIIII 1I - - I II II II II II II II II II II II I II II II II II II II II II II II II I II II II II II II II II II II II II I II II II II II II II II II II II II I II II II II II II II II II II - III _III 111_111 111_111 111_111- 111_111 -III II VIII III_ III- III _III 111_111 111_111 111_111- 111_111 -III II VIII III_ III- III _III 111_111 111_111 111_111- 111_111 -III II VIII III_ III- III _III 111_111 111_111 111_111- 111_111 -III II VIII III_ III- III _III 111_111 111_111 111_111- 111_111 -III II VIII 111- 1- 1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I I -III- II I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I I -III- II I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I I -III- II I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I I -III- II I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I -1I I I -III- III- -1- -1- -1 - -1- = 1- 1 -1 -II 111- -1- -1- -1- -1 - -1- = 1- 1 -1 -II III- -1- -1- -1- -1 - -1- = 1- 1 -1 -II 111- -1- -1- -1- -1 - -1- = 1- 1 -1 -II 111- -1- -1- -1- -1 - -1- =1- -1 =1 -III- -1= II III II III II III II III II II II III II III II III II III II III II III II II II III II III II III II III II III II III II II II III II III II III II III II III II III II II II III II III II III II III II III II III II III II II III 11-di- III 1-1 11-1 11-1 11-1 11 1 11-1 11 1 11-1 I II I! I -I I I -1 I I -1 11 1 11-1 11-1 11-1 11-1 11-1 11 1 11-1 11 1 11-1 I II I! I I I -I I-1 I -1 11 I -1 I I -1 I I -1 -1 HE 1 -1 1 I -1 I -1 I! I I -I I -1 I -1 11 I -1 I -1 I -1 I -1 I -1 11 I -1 11 I -1 I I -1 ! I -I I -1 I -1 11 I -1 I -1 I -1 I -1 I -1 11 I -1 11 I -1 I -1 I -1 1= -III -1 I- PROPOSED RETAINING WALL EXISTING GRADE EXISTING GRADE PROPOSED GRADE 2 nnnn n�rn EXISTING RETAINING WALL EXISTING RETAINING WALL RETAINING WALL GUARD RAIL ROAD SHOULDER SPRADDLE CREEK ROAD RMT ARCHITECTURE INTERIORS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tel (970) 949 -0916 Fax (970) 949 -1017 www.RMTarchitects.com STAMP 4� W 4� W 4� C� V� 0 4� 124 C� cA�7 1� 0 n o 0 • rl ISSUED FOR: No. Date Remarks A 04/15/13 Spraddle Creek — Sketch D 05 -07 -13 Spraddle Creek — Final E 05 -13 -13 TOV —DRB PROJECT NO: 12406 PHASE: SD DRAWN BY: RMT CHECKED BY: RMT Site Section SHEET NAME A4,01 SHEET NUMBER RMT ARCHITECTS A R C H I T E C T U R E I N T E R I O R S P L A N N I N G Noell Residence Lot 6 , 1000 Spraddle Creek Road Vail, Colorado Project No. 12406 PROJECTMANUAL Issue -E Town of Vail DRB - Design Submittal May 13th, 2013 0 Approved by the Design Review Board TOWN OF VAI C By Warren Campbell at 7:44 am, Jul 22, 2013 Post Office Box 7630 Avon, CO. 81620 www.RMTarchitects.com Telephone: (970) 949 -0916 Fax: (970) 949 -1017 E -mail: info @RMTarchitects.com 0 Approved by the Design Review Board TOWN Of VA I L ' By Warren Campbell at 7:44 am, Jul 22, 2013 q CHIMNEY CAP 1„ V-0" I) (ST -1) (ST -1) L (ST -1) I) (ST -1) ER -1) T 111K���1111�1■ /�T 1 PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 4.01 REF: - D 05-07 -13 Architecture Interiors Planning Architects, P C P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com Approved by the Design Review Board TYPICAL STONE CAP @ WALL K \PROD \12406 - NOELL RESIDENCE\OOCUMENTS \DETAILS \DIVISION 04 (MASONRY) \4 -02- R� /T� 11 ■1 PROJECT NAME : Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 4.02 REF: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com K \PROD \12406 - NOELL RESIDENCE\OOCUMENTS \DETAILS \DIVISION 04 (MASONRY) \4 -02- 0 Approved by the Design Review Board TOWN Of VA f L By Warren Campbell at 7:44 am, Jul 22, 2013 COPPER CAP 1/8" (8 GAUGE) 10X10 WOOD POST 3 "X1" W.I. TOP RAIL W.I. FLANGE STOP AND SET SCREW 3/4 "X1 1/2" W.I. SUB —RAIL REMOVEABLE GLASS PANEL 1 "X1" W.I. PICKETS �4" STONE CAP STONE VENEER STONE PAVERS 1X SOFFIT DECKING (2) 10X12 TIMBER BEAM STONE VENEER EXTERIOR GUARDRAIL 3/4" V -0" R� /T�1 11 ■1 ■1 PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE 00 DRAWING NUMBER 5.01 REF: - D LO _ o �4" STONE CAP STONE VENEER STONE PAVERS 1X SOFFIT DECKING (2) 10X12 TIMBER BEAM STONE VENEER EXTERIOR GUARDRAIL 3/4" V -0" R� /T�1 11 ■1 ■1 PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 5.01 REF: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com t 1 Design Review Board TOWN Of VA j L By Warren Campbell at 7:44 am, Jul 22, 2013 ROOF EAVE 3/4' V -0" EXTERIOR ROOF SYSTEM T &G SOFFIT FLASHING 2x6 FASCIA F��i[�ly_�YiII_1 6x8 RAFTER rAr A-5 - N—L NeaueNCeWOCUMLNis\oeinasWiwsroN a6 (— & rLasnc)\a- m— R� /T� 11 ■1 PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 6.01 REF: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com rAr A-5 - N—L NeaueNCeWOCUMLNis\oeinasWiwsroN a6 (— & rLasnc)\a- m— Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7 :44 am, Jul 22, 2013 GRID ROOF RAKE 3/4" V -0" 1X T &G SOFFIT FLASHING 2x6 FASCIA 2x10 FASCIA 6X8 RAFTER 1 1 /2" CHAMP[ 10X14 TIMBER B 8X8 KNEE BRAC r:\FKQJ\12 e - Noru KtsmrNCCWUeuMLNIs\WLInasWiwsioN a (W— & NLnsno)\e- oz— R� /T� 11 ■1 PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 6.02 REF: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com r:\FKQJ\12 e - Noru KtsmrNCCWUeuMLNIs\WLInasWiwsioN a (W— & NLnsno)\e- oz— EXTERIOR 2" 7 1/2" ✓ 2" 7 1 /2" " 2„ 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 0 Approved by the Design Review Board TOWN OF VAI L By Warren Campbell at 7 :44 am, Jul 22, 2013 BOARD ON BOARD SIDING rAr A-5 - Nora ensionnceWQCUMLNis\oeinasWl�IQN oe (— & rLasnc)\a -m.— R� 11 ■1 T PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 1 6. 1 O REF: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com rAr A-5 - Nora ensionnceWQCUMLNis\oeinasWl�IQN oe (— & rLasnc)\a -m.— Approved by the Design Review Board TOWN OF "VAIL"By Warren Campbell at 7:44 am, Jul 22, 2013 EXTERIOR BASE TRIM P: \PR0J \12406 - NOELL RESIDENCE \DOCUMENTS \DETAILS \DIVISION 06 (WOOD & PLASTIC) \6 -11- R� /T�1 11 ■1 ■1 PROJECT NAME : Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 6.11 REF: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com P: \PR0J \12406 - NOELL RESIDENCE \DOCUMENTS \DETAILS \DIVISION 06 (WOOD & PLASTIC) \6 -11- Oi) Approved by the Design Review Board I"iIXC7Is] IN CORNER TRIM WALL SYSTEM PER ATION AND ELEVATION 16213 I T iY L•Z•] 0 11 V I I — � ..SOD TRIM 10X BEAM ABOVE AT WOOD SIDING rAr A-5 - N—L NeaueNCeWOCUMLNis\oeinasWiwsroN a6 (— & rLasnc)\a- in— R� 11 ■1 T PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 10 • 10 REF: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com rAr A-5 - N—L NeaueNCeWOCUMLNis\oeinasWiwsroN a6 (— & rLasnc)\a- in— 0 TOWN OF VAIL Approved by the Design Review Board By Warren Campbell at 7:44 am, Jul 22, 2013 EXTERIOR TRUSS @ ENTRY P: \PROJ \12606 - NOELL RESIDENCE \DOCUMENTS \DETAILS\DINSION 06 (WOOD & PLASTIC) \6 -21- R� /T�1 11 ■1 ■1 PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 1 6.21 REF: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com P: \PROJ \12606 - NOELL RESIDENCE \DOCUMENTS \DETAILS\DINSION 06 (WOOD & PLASTIC) \6 -21- row,v OF VAIL Approved by the Design Review Board FLAT SEAM ( R 2X6 T &G D FL 2X4 2X6 6X8 I 6X12 TIMBEF 1 1/2" CHF 10X10 TIMBEF 8X8 KNEE EYEBROW DETAIL 1 12" 1 ' 0" @ GARAGE RMT PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail, Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 6.22 REP: - D 05-07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com 0 1 Approved by the Design Review Board TOWN OF VAIL I By Warren Campbell at 7:43 am, Jul 22, 2013 3x8 WOOD HEAD TRIM 1 1/2" 3x6 WOOD JAMB TRIM 4x3 WOOD SILL TRIM SLOPE TOP 5/8" 1 112" WINDOW ELEVATION DOOR ELEVATION 3x6 WOOD SILL TRIM 3x8 WOOD HEAD TRIM 3x6 WOOD JAMB TRIM EXTERIOR DOOR /WINDOW TRIM 3/4" 1'0" @ WOOD SIDING RMT PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail, Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 8.04 REP: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com TOWN OF VVIINUUVV GLLV/A IIIJIV DOOR ELEVATION FLASHING 6X10 WOOD LINTEL — COUNTERSINK AND PLUG HOLES (TYP.) —DEPTH VARIES ACCORDING TO LOCATION IN BATTERED STONE VENEER WALL 5" RUBBLE STONE SILL (SLOPE TOP 4% MIN. FOR POSITIVE DRAINAGE) LASHING 6X10 WOOD LINTEL W/ 1/2" LAG BOLTS — COUNTERSINK AND PLUG HOLES (TYP.) EXTERIOR DOOR /WINDOW TRIM 3/4" V -0" @ STONE 'o \1 6 - N—L RLsIULncL\ uQGU LNiswrinas\uihsioN u mMo &. winu.,�n -, r.uwv R� 11 ■1 T PROJECT NAME: Noell Residence Lot 6, Spraddle Creek Vail Colorado PROJECT NO: 12406 ISSUE DATE DRAWING NUMBER 8.12 REF: - D 05 -07 -13 Architecture Interiors Planning Architects, PC P.O. Box 7630 Avon, Colorado 81620 (970) 949 -0916 FAX (970) 949 -1017 www.RMTarchitects.com 'o \1 6 - N—L RLsIULncL\ uQGU LNiswrinas\uihsioN u mMo &. winu.,�n -, r.uwv Schedule Schedule Schedule Schedule Lot 6 - Spraddle Creek Section 02785 Stone Pavers A. ST- 3 (Stone type #3) — Concrete Pavers — Exterior stone pavers — 4" thick, tumbled edge. CAf_tinn ndAr%9 Stone Masonry Veneer A. ST- 1 (stone type #1) — Colorado Moss Rock — Exterior and Interior Stone Veneer — 5" Thick. B. ST -2 (stone type #2) — Colorado Moss Rock — Interior and Exterior stone rubble caps — 4" thick, extend caps 2" past veneer below (slope caps for positive drainage) ( 8" thick cap at chimney per drawings). C. ST -4 (stone type #3) — Colorado Buff Sandstone — Exterior stone slab caps — 4" thick, snapped edge, extend caps 1 1/2" past stone veneer below. Section 05500 Metal Fabrication A. Custom fabricated wrought iron exterior railing system. Reference drawings. Section 06150 Wood Decking A. Exterior Raised Deck: 4x10 (nominal) douglas -fir solid exterior bridge decking. Provide 1/8" gap between boards. B. Exterior Eaves: 1x6 solid Western Red Cedar tongue- and - groove exterior eave decking unless otherwise indicated. Provide v- groove profile. C. Exterior Soffits with living space above: 1 x6 solid douglas -fir tongue- and - groove exterior decking unless otherwise indicated. Provide v- groove profile. Approved by the Design Review Board TOWN OF VAIL t By Warren Campbell at 7:43 am, Jul 22, 2013 Schedule Schedule Schedule Section 06100 Rough Carpentry A. Exposed rafters and rafter tails - Western Red Cedar, Architectural Knotty Grade, rough sawn, size per drawings. Section 06200 Finish Carpentry A. Exterior 1. Fascia - Western Red Cedar, Architectural Knotty Grade, rough -sawn. 2. Eave and Rake Trim - Western Red Cedar, Architectural Knotty Grade, rough -sawn. 3. Exterior Window Trim - Western Red Cedar, Architectural Knotty Grade, rough -sawn. 4. Exterior Door Trim - Western Red Cedar, Architectural Knotty Grade, rough -sawn. 5. Corner Trim - Western Red Cedar, Architectural Knotty Grade, rough - sawn. 6. Belt Band, Base Trim, and Louver Trim - Western Red Cedar, Architectural Knotty Grade, rough -sawn. 7. Exterior Siding - Locations per drawings: a. Vertical Siding - 1x8 on 1x4 board -on- board, Western Red Cedar, Architectural Knotty Grade, S4S b. Horizontal Siding -10" Bevel -Lap Siding, Western Red Cedar, Architectural Knotty Grade, Hand -hewn, S4S 8. Window Planter - Western Red Cedar, Architectural Knotty Grade, rough -sawn. Section 07115 Bituminous Dampproofing A. Foundation Walls: WP -1 (water proofing #1) TUFF -N -DRI Approved by the 0 " Design Review Board TOWN OF VA I L By Warren Campbell at 7:43 am, Jul 22, 2013 Schedule Schedule Section 07130 Sheet Waterproofing A. Walls at Grade — WP -2 (water proofing #2) — Grace Ice and Water Shield 1. Install at all walls at grade. Utilize a 36 -inch roll and overlap WP -1 by 12 inches, and seal. 2. Extend a minimum of 24" above grade B. Sloped roof surfaces — WP -2 — Grace Ice and Water Shield C. Roof/ Wall Intersections — WP -2 Grace Ice and Water Shield 1. Install at roof /wall intersections a minimum of 36 inches up vertical surface D. Sloped roof surfaces under metal roofing or flashing — WP -3 - Vycor Ultra E. Vertical and horizontal surfaces under exposed metal flashing — WP -3 — Vylor Ultra F. Entry Deck — WP -4 — W.R. Grace Bituthene System 3000 with protection board and drainage board Section 07212 Insulation A. Thermal Insulation 1. Floors — a. Thickness - 2. Exterior Walls — Thermal Resistance: R of 23 a. Thickness: 3. Roofs — Thermal Resistance: R of 50 a. Thickness — B. Acoustical Insulation 1. Interior Partion Walls a. Thickness: 5 1/2 inch and 3'/2 inch batts 2. Floor/ Ceiling Assemblies. a. Thickness: 5'/2 inch batts Section 07314 Composite Shingles and Shakes Manufacturers A. DaVinci Roofscapes, Inc. Model: Cedar Shake profile. a. Color: Tahoe Blend B. Substitutions: See Section 01600— Product Requirements. Approved by the Design Review Board TOWN OF VAIZ By Warren Campbell at 7:43 am, Jul 22, 2013 Schedule Schedule Section 07611 Custom Sheet Metal Roofing A. Flat seam sheet copper metal roofing: as indicated on drawings. Section 07620 Sheet Metal Flashing and Trim A. Flashing and trim to include but not limited to the following: 1. Wall to roof curb flashing: where flashing is installed in combination with WP -2 or WP -3 at roof application, extend flashing vertical leg to min. 12 ". Lap WP -2 over vertical leg to insure drainage. Extend over roofing water proofing min. 12 ". 2. Flashing associated with Shingle Roofing, including Valley, Hip, Ridge, Eave, Gutter Edge, Gable Edge, Chimney: a. Fascia drip edge flashing: extend 2" in the plane of the roof over the first layer of water proofing. Extend down fascia 1 1/2 ", seal below exposed leading edge. 3. Roofing Penetration Flashings 4. Siding to stone cap flashing: Where flashing is installed at siding or stone veneer applications, extend flashing vertical leg to 18 ". Lap weather resistant barrier over vertical leg to insure drainage. Extend exposed edge 1 1/2" over stone and seal below leading edge. 5. Siding to trim band: Where flashing is installed at siding application with a trim band below, extend flashings vertical leg to 18 ". Lap weather resistant barrier over vertical leg to insure drainage. Extend exposed edge 1 1/2" down trim band and seal below leading edge. 6. Door and Window flashings: Install flashings at door and window heads and sills per manufacturer's recommendations. a. At head extend flashing vertical leg to min. 12 ". Lap weather resistant membrane over vertical leg. b. At sill key flashing into bottom of window frame, extend vertical leg to min. 6 ". Lap vertical flashing leg over weather resistant membrane. Seal between window frame and window trim. 7. Coping, Cap, Parapet, Sill and Ledge Flashing 8. Flashing Associated with Shingle Roofing, including Valley, Hip, Ridge, Eave, Gutter Edge, Gable Edge, Chimney Section 08212 Stile and Rail Wood Doors Schedule — Refer to Detail 8.02 Door Schedule Approved by the Design Review Board TOWN � j By Warren Campbell at 7:43 am, Jul 22, 2013 Section 08360 Overhead Doors Schedule - Refer to Detail 8.02 Door Schedule Section 08550 Wood Windows Manufacturers A. Jeld -Wen Windows: www.jeld- wen.com B. Custom wood casement windows C. Auralast pine, bronze finished aluminum cladding Schedule Schedule Schedule Schedule A. Refer to Detail 8.01 Exterior Window & Door Schedule Section 08800 Glazing A. Wood Windows: Glass Typ [IG], Tempered per safety glazing requirements above. B. Stile and Rail Wood Doors: 1. Exterior: Glass Type [IG], Tempered. C. Shower and Bath enclosures: 1. Glass Type [S] Section 09260 Gypsum Board Assemblies A. Provide 1 -hour fire rated assemblies at the following areas 1. Garage walls and ceiling adjacent to living rooms 2. Flue chase shafts to the underside of the roof Section 10305 Manufactured Fireplaces Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 7:43 am, Jul 22, 2013 Noell Residence Lot #6, Spraddle Creek May 7th, 2013 7 4 Material:I Siding, Windows, and Doors Trim: Cedar 8 Style: Bead on Batten Color: Brown Texture: Wire Brushed 1 6 2 1 A4gtar1 al • 'I Soffit: Cedar Style: T &G S Color: Match siding, cut 20% Texture: Wire Brushed 31 A4 -Atari al • S Window Cladding: Jeldwen Custom Wood Windows Color: P423 Chestnut Bronze A4ntar1n1• 7 Approved by the Roofing: Flat Seam Copper 61! 1 Design Review Board TOWN OF VA I L By Warren Campbell at 7:43 am, Jul 22, 2013 A4-Atari al • 7 Beams, Columns, Rafter Tails Douglas Fir Color: Brown to match siding Texture: adzed / destressed finish A4-Atari al • d Fascia: Cedar Color: Match Siding Texture: Wire Brushed A4-Atari al • A Stone Veneer: Colorado Moss Rock Dry Stacked A4-Atari al • 2 Roofing: Composition Roofing DaVinci Roofscapers: Multi -Width Color: Tohoe Blend Approved by the Design Review Board L.-I/ ampbell at 7:43 am, Jul 22, 2013 Light fixture to be customized adding solid light shroud around bulb to direct all lighting downward to archive the full cutoff requirements of the Town of Vail. PROPOSED MATERIALS Building. Materials T e of Material Color Roof -FLAT S' Siding Other Wall Materials co OCR Fascia �V E5 Soffits x M-C S E?52? Windows��g Window Trim Doors �� Qzr:-� Door rim Hand or Deck Rails L-- K-nd Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other TOWN OF >r i� r� a Approved by the Design Review Board By Warren Campbell at 7:42 am, Jul 22, 2013 PROPOSED TREES AND SHRUBS r Botanical Name PROPOSED LANDSCAPING Common Name 4uantlty 11 AI DIiU7M07 l�t4hP ✓ Z Ott EXISTING TREES �iPi r/n L8 /1 l' ee, 7O BE REMOVED �I Minimum Requirements for Landscaping: Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Type Square Foota o Size GROUND COVER C, � �%i ✓- GD��.is g ��'��i�] /] %rM -�iDGU� '7r/� �r.-�. SOD �! � Y" �� SIX �� S •� SEED IRRIGATION P/Afi b 4 4 Irf a ✓ ' , G' e / f f TYPE OF EROSION CONTROL �1M PIy6lLf7 Please specify ether landscape features (i.e. retaining walls, fences, swimming pools, etc.) 0 Approved by the Design Review Board TOWN OF VAIL By Warren Campbell at 7:42 am, Jul 22, 2013 G( oftech HEPWORTH- PAWLAK GEOTECHNICAL April 30, 2013 Triumph Development Attn: Mike Foster Vail, Colorado 81657 mefoster5 a vahoo com He��aorrh- Po��l,�k Grunrhnical, Inc. 5020 County Rand 154 C1lrmcuoJ Sprfns, Codomd'r KIWI Phwn,: 070.Q45-71)M 970 -045 -5454 email: h�,���.n�h�wc�rcreh_eom Job No. 113 048B Subject: Rockfall Hazard Review, Proposed Noell Residence, Lot 6, Spraddle Creek Estates, 1000 Spraddle Creek Road, Vail, Colorado Dear Mr. Foster: As requested, we have reviewed the rockfall potential hazard for the proposed Noell residence at the subject site. The purpose of our review was to evaluate if the proposed residence is exposed to a rockfall hazard. Summary of Findings: Our field observations indicated that the proposed residence on Lot 6 is not exposed to a rockfall hazard. Scope of Study: A field reconnaissance of the project area was made on May 7, 2013. In addition we have looked at aerial photographs, detailed topographic maps and published regional rockfall information by Schmueser and Associates (1984) and Town of Vail (2000). This report summarizes our field observations and presents our findings regarding the rockfall hazard potential at the site. The study is supplemental to our previous proposal for professional services with Triumph Development dated December 21, 2012. Hepworth - Pawlak Geotechnical previously performed a subsoils study for foundation design of the proposed residence at the site and submitted our findings in a report dated April 15, 2013, Job No. 112 048A. Site Conditions: Spraddle Creek Estates is located on the south - facing Gore Creek valley side just to the north of the Vail town center as shown on Figure 1. The general topography in the project area is shown on Figure 2. The lots are located on a hillside bench and average slope of the bench across the proposed building site on Lot 6 is around 40 % down to the south. This 40% grade hillside slope continues uphill of Lot 6 to the north. Spraddle Creek Road is located to the north of the proposed building site and construction of the road has required several retaining walls to limit hillside disturbance. Parker 303- 841 -7119 • Colorado Springs 719- 633 -5562 • Silverthorne 970- 468 -1989 Triumph Development May 8, 2013 Page 2 Native vegetation in the area is mostly grass, sage brush and other brush with some aspen trees. The existing retaining walls and revegetated cut slope uphill of the proposed building site appear to be performing satisfactorily with respect to erosion and global stability. Field Observations: The steep hillside bench at the Spraddle Creek Estates is underlain by glacial till deposited by valley glaciers that occupied this part of the Gore Creek valley during the middle Pleistocene -age Bull Lake and late Pleistocene -age Pinedale glaciations (Kellogg, 2003). The Bull Lake glaciation occurred between about 132 and 302 thousand years ago and the Pinedale glaciation occurred between about 10 and 35 thousand years. The glacial till consists of subrounded, gravel- to large boulder -size rocks in a sandy loam soil matrix. Rockfalls in the Vail area have occurred during historic times in areas down slope of some rock outcrops and numerous rockfall blocks are common at the ground surface below the unstable rock outcrop start zones. Active rockfall zones are also present in the Vail area on very steep, road cuts that are erosionally unstable. Rock outcrops that could be potential start areas for future rockfalls are not present uphill of the proposed building site on Lot 6. The existing road cuts uphill of the proposed building site on Lot 6 are revegetated and erosionally stable. The existing road cuts should not be a potential source of future rockfall that could reach the proposed building site on Lot 6. Regional Rockfall Information: The regional rockfall study by Schmeuser and Associates (1984) indicates a potential medium severity rockfall area-downhill of Spraddle Creek road in the area down slope of the valley side bench shown on Figure 2 but the 1984 study does not show a hazard over the rest of the Spraddle Creek Estates including Lot 6. The Town of Vail (2000) regional rockfall map shows much of the Spraddle Creek Estates including Lot 6 in a medium severity rockfall area, but based on our site specific review, in our opinion, and Lot 6 is not in a rockfall hazard area. During excavation for the residence and infrastructure, large cobbles and boulders will probably be encountered. These rocks could be a source of rockfall below the site which should be considered in the planning and construction. Limitations: This study was conducted according to generally accepted engineering geology principles and practices in this area, at this time. We make no warranty either express or implied. The information presented in this report is based on our field observations. This report has been prepared exclusively for our client to evaluate if the proposed residence is in a rockfall hazard area. Our scope of work is limited to rockfall hazard potential and does not include evaluation of any other geological hazards that may Job No. 113 048B ' GecPtech Triumph Development May 8, 2013 Page 3 be present in the area. We are not responsible for technical interpretations by others of our information. If there are questions, please contact us. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Ralp , k Engineering Geologist Reviewed by: David A. Y, RGM/ksw attachments Figure 1, Project Site Location Figure 2, Project Site Map cc: RMT Architects — Paul Miller (paul rmtaaarchitects c o Beck Building Company- Tom Solawetz (tom�a.beckbuilds.com) Monroe and Newell — Craig Carroll (ccarrollla,monroe- newell com) REFERENCES Kellogg, K. S. and Others, 2003, Geology Map of the Vail East Quadrangle, Eagle County, Colorado: U. S. Geological Survey, Map MF -2375, Version 1.0. Schmueser and Associates, 1984, Rockfall Study - Town of Vail: Prepared for the Town of Vail (November, 29, 1984). Town of Vail, 2000, Official Rockfall Hazard Map, Town of Vail: Prepared by the Town of Vail, Vail, Colorado (Adopted by the Town Council on October 17, 2000). JUU 1VU. 11J U48tf GA CI I I - _ .• �„ „ ,�. = Spraddle Creek,. Gea.0 + Estates _- If t ;lil "O kv , - fi - � tl 9 dIi1Z t. r - i F �t Explanation; j Loth 0 2000 ft. I I I Scale: 1 in. = 2000 ft. Contour Interval = 40 ft. May 2013 113 0486 ["� P}-t Proposed Noell Residence Lot 6 Spraddle Creek Estates MEPWOFTHF kWLAK GEOTECHNICAL Project Site Location Figure 1 Date: December 26, 2012 THE MICHAEL M. NOELL REVOCABLE TRUST OF JANUARY 18, 2001 PO BOX 5942 DENVER, CO 80217 Subject: Attached Title Policy V50035046 for 1067 RIVA GLEN AKA LOT 6 SPRADDLE CREEK ESTATES VAIL CO 81657 Enclosed please find the Owner's Title Insurance Policy for your purchase of the property listed above. This title policy is the final step in your real estate transaction, and we want to take a moment to remind you of its importance. Please review all information in this document carefully and be sure to safeguard this policy along with your other legal documents. Your owner's policy insures you as long as you own the property and requires no additional premium payments. Please feel free to contact any member of our staff if you have questions or concerns regarding your policy, or you may contact the Final Policy Department directly at 970 - 476 -2251. As a Colorado -owned and operated title company for over 45 years, with offices throughout the state, we take pride in serving our customers one transaction at a time. We sincerely appreciate your business and welcome the opportunity to assist you with any future real estate needs. Not only will Land Title be able to provide you with the title services quickly and professionally, but you may also be entitled to a discount on title premiums if you sell or refinance the property described in the enclosed policy. Thank you for giving us the opportunity to work with you on this transaction. We look forward to serving you again in the future. Sincerely, Land Title Guarantee Company Owner's Policy of Title Insurance ISSUED BY First American Title Insurance Company ANY NOTICE OF CLAIM AND ANY OTHER NOTICE OR STATEMENT IN WRITING REQUIRED TO BE GIVEN TO THE COMPANY UNDER THIS POLICY MUST BE GIVEN TO THE COMPANY AT THE ADDRESS SHOWN IN SECTION 18 OF THE CONDITIONS. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE BAND THE CONDITIONS, FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation (the °Company °) insures, as of Date of Policy and, to the extent stated In Covered Risks 9 and 10, after Date of Policy, against loss or damage, not exceeding the Amount of Insurance, sustained or Incurred by the Insured by reason of: 1. Title being vested other than as stated in Schedule A. 2. Any defect In or lien or encumbrance on the title; This covered Risk Includes but is not limited to Insurance against loss from (a) A defect in the Title caused by (q forgery, fraud, undue Influence, duress, incompetency, Incapacity, or impersonation; (1i) failure of any person or Entity to have authorized a transfer or conveyance; (ii0 a document affecting Title not property created, executed, witnessed, sealed, acknowledged, notarized, or delivered; (N) failure to perform those acts necessary to create a document by electronic means authorized by law; (v) a document executed under a falsified, expired, or otherwise invalid power of attorney; (v) a document not property filed, recorded, or indexed in the Public Records including failure to perform those acts by electronic means authorized by law; or (v@ a defective judicial or administrative proceeding. fir) The lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable, but unpaid. (c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term 'encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing Improvements located on adjoining land. 3. Unmarketable Title. 4. No right of access to and from the Land. 5. The violation or enforcement of any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (a) the occupancy, use or enjoyment of the Land; (b) the character, dimensions, or location of any improvement erected on the Land; (c) the subdivision of land; or (d) environmental protection If a notice, describing any part of the Land, is recorded In the Public Records setting forth the violation or intention to enforce, but only to the extent of the violation or enforcement referred to In that notice. 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 if a notice of the enforcement action, describing any part of the Land, is recorded In the Public Records, but only to the extent of the enforcement referred to In that notice. 7. The exercise of the rights of eminent domain if a notice of the exercise, describing any part of the Land, is recorded to the Public Records. 8. Any taking by a governmental body that has occurred and is binding on the rights of a purchaser for value without Knowledge. 9. Title being vested other than as stated in Schedule A or being defective (a) as a result of the avoidance in whole or In part, or from a court order providing an alternative remedy, of a transfer of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting Title as shown In Schedule A because that prior transfer constituted a fraudulent or preferential transfer under federal bankruptcy, state Insolvency, or similar creditors' rights laws; or (b) because the instrument of transfer vesting idle as shown In Schedule A constitutes a preferential transfer under federal bankruptcy, state insolvency, or similar creditors' rights laws by reason of the failure of its recording In the Public Records () to be timely, or (ii) to Impart notice of its existence to a purchaser for value or to a judgment or lien creditor. 10. Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the deed or other Instrument of transfer In the Public Records that vests Title as shown In Schedule A. The Company will also pay the costs, attorneys' fees, and expenses Incurred In defense of any matter insured against by this Policy, but only to the extent provided In the Conditions. Issued through the Office of: Land Title Guarantee Company 610 WEST LION SHEAD CIRCLE #200 VAIL, CO 81657 970 - 4762251 A orizetl Slg tore FIRST AMERICAN TITLE INSURANCES COMPANY A� / / 4 Dennis J. Gilmore President AhiE RICAN ♦ I` /` LAND TITLE AS50C IATIO N Timothy Kemp Secretary ^' Copyright 2006 -2012 American Ind Title Association. All rights reserved- The use of this form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the Amencan Land Title Association. AO.FA.O6 (ALTA 064706) Cover Page 1 of 5 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: t. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting or relating to (I) the occupancy, use, or enjoyment of the Land; 6p the character, dimensions, or location of any Improvement erected on the Land; pi)ihe subdivision of land; or Irv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion flail does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion t(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or B. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed In writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or (e) resulting in loss or damage that would not have been sustained If the Insured Claimant had paid value for the Title. 4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (a) a fraudulent conveyance or fraudulent transfer; or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other Instrument of transfer in the Public Records that vests TRIe as shown in Schedule A. CONDITIONS DEFINITION OF TERMS The following terms when used in this policy mean: (a) "Amount of Insurance ": The amount stated in Schedule A, as may be increased or decreased by endorsement to this policy, increased by Section 8(b) or decreased by Sections 10 and 11 of these Conditions. (b) "Date of Policy': The date designated as °Date of Policy" in Schedule A. (c)1ritty ": A corporation, partnership, trust, limited liability company, or other similar legal entity. (d) "Insured ": The Insured named in Schedule A. (p The term "Insured" also includes (A) successors to the Title of the Insured by operation of law as distinguished from purchase, including heirs, devisees, survivors, personal representatives, or next of kin; (B) successors to an Insured by dissolution, merger, consolidation, distribution, or reorganization; (C) successors to an Insured by its conversion to another kind of Entity; (D) a grantee of an Insured under a deed delivered without payment of actual valuable consideration conveying the Title (1) if the stock, shares, memberships, or other equity Interests of the grantee are whollyyowned by the named Insured. (2) if the grantee wholly owns the named Insured, (3) if the grantee is whollyowned by an affiliated Entity of the named Insured, provided the affiliated Entity and the named Insured are both wholly -owned by the same person or Entity, or (4) if the grantee is a trustee or beneficiary of a trust created by a written Instrument established by the Insured named in Schedule A for estate planning purposes. fl) With regard to (A), (B), (C), and (0) reserving, however, all rights and defensed as to any successor that the Company would have had against any predecessor Insured. (e) "Insured Claimant %An Insured claiming loss or damage. (f) "Knowledge` or "Known": Actual knowledge, not constructive knowledge or notice that may be Imputed to an Insured by reason of the Public Records or any other records that impart contractive notice of matters affecting the Title. (g) "land ": The land described in Schedule A, and affcred improvements that by law constitute real property. The term "Land" does not Include any property beyond the lines of the area described in Schedule A, nor any right, title, Interest, estate, or easement in abutting streets, roads, avenue, alleys, lames, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land Is Insured by this policy. 0) "Mortgage ": Mortgage, deed of trust, trust deed, or other security Instrument, including one evidenced by electronic means authorized by law. 01 "Public Records ": Records established under state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. With respect to Covered Risk 5(d), "Public Records" shall also include environmental protection liens filed in the records of the clerk of the United States District Court for the district where the Land Is located. 0) "Title ": The estate or Interest described in Schedule A. `Unmarketable Title': Title affected by an alleged or apparent matter that would permit a prospective purchaser or lessee of the Title or lender on the Title to be released from the obligation to purchase, lease, or lend if there Is a contractual condition requiting the delivery of marketable title. 2. CONTINUATION OF INSURANCE The coverage of this policy shall continue in force as of Date of Policy in favor of an Insured, but only so long as the Insured retains an estate or Interest in the Land, or holds an obligation secured by a purchase money Mortgage given by a purchaser from the Insured, or only so long as the Insured shall have liability by reason of warranties In any transfer or conveyance of the Title. This policy shall not continue in force In favor of any purchaser from the Insured of either @ an estate or Interest in the Land, or fill an obligation secured by a purchase money Mortgage given to the Insured. AO.FAA62 Cover Page 2 of 5 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT The Insured shall notify the Company promptly in writing O In case of any litigation as set forth in Section 5(a) of these Conditions, (i) In case Knowledge shall come to an Insured hereunder of any claim of title or Interest that is adverse to the Title, as Insured, and that might cause loss or damage for which the Company may be liable by virtue of this policy, or pi) if the Title, as Insured, Is rejected as Unmarketable Title. If the Company Is prejudiced by the failure of the Insured Claimant to provide prompt notice, the Company's liability to the Insured Claimant under the policy shall be reduced to the extent of the prejudice. 4. PROOF OF LOSS In the event the Company is unable to determine the amount of loss or damage, the Company may, at Its option, require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of loss must describe the defect, lien, encumbrance, or other matter insured against by this policy that constitutes the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. 5. DEFENSE AND PROSECUTION OF ACTIONS (a) Upon written request by the Insured, and subject to the options contained In Section 7 of these Conditions, the Company, at its own cost and without unreasonable delay, shall provide for the defense of an Insured in litigation in which any third party asserts a claim covered by this policy adverse to the Insured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy. The Company shall have the right to select counsel of its choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those stated causes of action. It shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs, of expenses Incurred by the Insured In the defense of those Causes of action that allege matters not Insured against by this policy. (b) The Company shall have the right, in addition to the options contained in Section 7 of these Conditions, at its own cost, to Institute and prosecute any action or proceeding or to do any other act that in its opinion may be necessary or desireable to establish the Tttie, as Insured, or to prevent or reduce loss or damage to the Insured. The Company may take any appropriate action under the terms of this policy, whether or not it shall be liable to the Insured. The exercise of these rights shall not be an admission of liability or waiver of any provision of this policy. If the Company exercises its rights under this subsection, It must to so diligently. (c) Whenever the Company brings an action or asserts a defense as required or permitted by this policy, the Company may pursue the litigation to a final determination by a court of competent jurisdiction, and it expressly reserves the right, In its sole discretion, to appeal any adverse judgment or order. 6. DUTY OF INSURED CLAIMANT TO COOPERATE (a) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding and any appeals, the Insured shall secure to the Company the right to so prosecute or provide defense in the action or proceeding, Including the right to use, at its option, the name of the Insured for this purpose. Whenever requested by the Company, the Insured, at the Company's expense, shall give the Company all reasonable aid () in securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and g) in any other lawful act that in the opinion of the Company may be necessary or desirable to establish the Title or any other matter as Insured. If the Company Is prejudiced by the failure of the Insured to furnish the required cooperation, the Company's obligation to the Insured under the policy shall terminate, Including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such cooperation. (b) The Company may reasonably require the Insured Claimant to submit to examination under oath by any authorized representative of the Company and to produce for examination, inspection, and copying, at such reasonable times and places as may be designated by the authorized representative of the Company, all records, In whatever medium maintained, including books, ledgers, checks, memoranda, correspondence, reports, a mails, disks, tapes, and videos whether bearing a date before or after Date of Policy, that reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Insured Claimant shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect, and copy all of these records in the custody of control of a third party that reasonably pertain to the loss or damage. All information designated as confidential by the Insured Claimant provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, It Is necessary in the administration of the claim. Failure of the Insured Claimant to submit for examination under oath produce any reasonably requested Information, or grant permission to secure reasonably necessary Information from third parties as required in this subsection, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this policy as to that claim. 7. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF LIABILITY In case of a claim under this policy, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance. To pay or tender payment of the Amount of Insurance under this policy together with any costs, attorneys' fees, and expenses Incurred by the Insured Claimant that were authorized by the Company up to the time of payment or tender of payment and that the Company Is obligated to pay. Upon the exercise by the Company of this option, all liability and obligations of the Company to the Insured under this policy, other than to make the payment required in the subsection, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation. (b) To Pay or Otherwise Settle With Parties Other Than the Insured or With the Insured Claimant. O To pay or otherwise settle with other parties for or in the name of an Insured Claimant any claim Insured against under this policy. In addition, the Company will pay any costs, attorneys' fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay; or (ii) To pay or otherwise settle with the Insured Claimant the loss or damage provided for under this policy, together with any costs, attorneys' fees, and expensed Incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay. Upon the exercise by the Company of either of the options provided for in subsections (b) Of or (i), the Company's obligations to the Insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, Including any liability or obligation to defend, prosecute, or continue any litigation. B. DETERMINATION AND EXTENT OF LIABILITY This policy Is a contract of indemnity against actual monetary loss or damage sustained or Incurred by the Insured Claimant who has suffered loss or damage by reason of matters insured against by this policy. (a) The extent of liability of the Company for loss or damage under this policy shall not exceed the lesser of Of the Amount of Insurance; or (ii) the difference between the value of the Title as Insured and the value of the Title subject to the risk insured against by this policy. AO.FA.06.3 Cover Page 3 of 5 (b) If the Company pursues Its rights under Section 5 of these Conditions and Is unsuccessful In establishing the Title, as insured, O the Amount of Insurance shall be increased by 10 %, and III the Insured Claimant shall have the right to have the loss or damage determined either as of the date the claim was made by the Insured Claimant or as of the date It Is settled and paid. (c) In addition to the extent of liability under (a) and (b), the Company will also pay those costs, attorneys' tees, and expenses Incurred In accordance with Sections 5 and 7 of these Conditions. 9. LIMITATION OF LIABILITY (a) if the Company establishes the Title, or removes the alleged defect, lien, or encumbrance, or cures the lack of a right of access to or from the Land, or cures the claim of Unmarketable Title, all as Insured, in a reasonably diligent manner by any method, including litigation and the completion of any appeals, It shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused to the Insured. (b) In the event of any litigation, Including litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals, adverse to the Title, as insured. (c) The Company shall not be liable for loss or damage to the Insured for liability voluntarily assumed by the Insured In settling any claim or suit without the prior written consent of the Company. 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF LIABILITY All Payments under this policy, except payments made for costs, attorneys' tees, and expenses, shall reduce the Amount of Insurance by the amount of the payment. 11. LIABILITY NONCUMULATIVE The Amount of Insurance shall be reduced by any amount the Company pays under any policy insuring a Mortgage to which exception Is taken in Schedule B or to which the Insured has agreed, assumed, or taken subject, or which is executed by an Insured after Date of Policy and which Is a charge or lien on the Title, and the amount so paid shall be deemed a payment to the Insured under this policy. 12. PAYMENT OF LOSS When liability and the extent of loss or damage have been detingely fixed In accordance with these Conditions, the payment shall be made within 30 days. 13. RIGHTS OF RECOVERY UPON PAYMENT OR SETTLEMENT (a) Whenever the Company shall have settled and paid a claim under this policy, it shall be subrogated and entitled to the rights of the Insured Claimant In the Title and all other rights and remedies In respect to the claim that the Insured Claimant has against any person or property, to the extent of the amount of any loss, costs, attorneys' fees, and expenses paid by the Company. If requested by the Company, the Insured Claimant shall execute documents to evidence the transfer to the Company of these rights and remedies. The Insured Claimant shall permit the Company to sue, compromise, or settle in the name of the Insured Claimant and to use the name of the Insured Claimant in any transaction or litigation invaMrg these rights and remedies. If a payment on account of a claim does not fully cover the loss of the Insured Claimant, the Company shall defer the exercise of its right to racover until after the Insured Claimant shall have recovered its loss. (b) The Company's right of subrogation Includes the rights of the Insured to indemnities, guaranties, other pulleys of Insurance, or bonds, notwithstanding any terms or conditions contained in those instruments that address subrogation rights. 14. ARBITRATION Either the Company or the Insured may demand that the claim or controversy shall be submitted to arbitration pursuant to the Title Insurance Arbitration Rules of the American land Title Association ( "Rules°). Except as provided In the Rules, there shag be no joinder or consolidation with claims or controversies of other persons, Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, any service In connection with its Issuance or the breach of a policy provision, or to any other controversy or claim arising out of the transaction giving rise to this policy. All arbitrable matters when the Amount of Insurance is 52,000,000 or less shall be arbitrated at the option of either the Company of the Insured. All arbitrable matters when the Amount of Insurance is In excess of 52,000,000 shall be arbitrated only when agreed to by both the Company and the Insured. Arbitration pursuant to this policy and under the Rules shall be binding upon the parties. Judgment upon the award rendered by the Arbitrators) may be entered In any court of competent Jurisdiction. 15. LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT (a) This policy together with all endorsements, if any, attached to it by the Company Is the entire policy and contract between the Insured and the Company. In Interpreting any provision of this policy, this policy shall be construed as a whole. (b) Any claim or loss or damage that arises out of the status of the Title or by any action asserting such claim shall be restricted to this policy. (c) Any amendment of or endorsement to this policy must be in writing and authenticated by an authorized person, or expressy Incorporated by Schedule A of this policy. (d) Each endorsement to this policy Issued at any time is made a part of this policy and Is subject to all of its terms and provisions. Except as the endorsement expressly states, it does not (q modify any of the terms and provisions of the policy, p) modify any prior endorsement, gi) extend the Date of Policy, or (Iv) Increase the Amount of Insurance. 16. SEVERABILITY In the event any provision of this poicy, in whole or in part, is held Invalid or unenforceaber under applicable law, the policy shall be deemed not to Include that provision or such part held to be Invalid, but all other provisions shall remain In full force and effect. AO.FA.06A Cover Page 4 of 5 17. CHOICE OF LAW; FORUM (a) Choice of Law; The Insured acknowledges the Company has underwritten the risks covered by this policy and determined the premium charged therefor In reliance upon the law affecting Interests In real property and applicable to the interpretation, rights, remedies, or enforcement of policies of title insurance of the judsdicton where the Land is located. Therefore, the court or an arbitrator shall apply the law of the jurisdiction where the Land is located to determine the validity of claims against the Title that are adverse to the Insured and to interpret and enforce the terms of this policy. In neither case shall the court or arbitrator apply its conflicts of law principles to determine the applicable law. (b) Choice of Forum; Any litigation or other proceeding brought by the Insured against the Company must be filed only in a state or federal court within the United States of America or Its territories having appropriate jurisdiction. 18. NOTICES, WHERE SENT Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at: I First American Way, Santa Ana, CA 92707, Attn: Claims Department ANTI -FRAUD STATEMENT: Pursuant to CRS 16-1- 128(6)(1), it is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the propose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the propose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado division of insurance within the deportment of regulatory agencies. This anti -fraud statement is affixed and made a part of this policy. This jacket was created electronically and constitutes on original document AO.FA.06.5 Cover Page 5 of 5 LTG Policy No. TAAH50035046 Form AO/FA Our Order No. V50035046 Schedule A Amount $3,492,000.00 Property Address: 1067 RIVA GLEN AKA LOT 6 SPRADDLE CREEK ESTATES VAIL CO 81657 1. Policy Date: December 26, 2012 at 5:00 P.M. 2. Name of Insured: THE MICHAEL M. NOELL REVOCABLE TRUST OF JANUARY 18, 2001 3. Tile estate or interest in the Land described or referred to in this Schedule and which is covered by this policy is: A FEE SIMPLE 4. Title to the estate or interest covered by this policy at the date hereof is vested in: THE MICHAEL M. NOELL REVOCABLE TRUST OF JANUARY 18, 2001 5. The land referred to in this policy is described as follows: LOT 6, SPRADDLE CREEK ESTATES, ACCORDING TO THE PLAT RECORDED MAY 28, 1993 IN BOOK 610 AT PAGE 213, COUNTY OF EAGLE, STATE OF COLORADO. This Policy valid only if Schedule B is attached. Land Title Guarantee Company Representing First American Title Insurance Company Form AO /FA Our Order No. V50035046 Schedule B LTG Policy No. TAAH50035046 This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: General Exceptions: This policy does not insure against loss or damage by reason of the following: I. Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land of that may asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the Land would disclose, and which are not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5 (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 6. 2012 TAXES AND ASSESSMENTS NOT YET DUE OR PAYABLE. 7. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT" THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED JULY I1, 1899, IN BOOK 48 AT PAGE 475. 8. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JULY 11, 1899, IN BOOK 48 AT PAGE 475. 9. TERMS, CONDITIONS AND PROVISIONS OF EASEMENT RECORDED MARCH 11, 1993 IN BOOK 603 AT PAGE 890. 10. TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AS GRANTED TO THE UNITED STATES OF AMERICA AND THE TOWN OF VAIL RECORDED APRIL 05, 1993 IN BOOK 605 AT PAGE 532. 11. EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS, RESERVATIONS, NOTES AND BUILDING ENVELOPMENT AS SHOWN OR RESERVED ON THE PLAT RECORDED MAY 28, 1993 IN BOOK 610 AT PAGE 213, FIRST AMENDMENT RECORDED SEPTEMBER 3, 1993 Form AO /FA Our Order No. V50035046 Schedule B LTG Policy No. TAAH50035046 IN BOOK 618 AT PAGE 664 AND SECOND AMENDMENT RECORDED OCTOBER 8, 1993 IN BOOK 621 AT PAGE 758. 12. RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS CONTAINED IN INSTRUMENT RECORDED NOVEMBER 10, 19933 IN BOOK 624 AT PAGE 528, WHICH INCLUDES RESIDENTIAL DESIGN REGULATIONS AND FIRST AMENDMENT THERETO RECORDED OCTOBER 14, 1994 IN BOOK 652 AT PAGE 580 AND SECOND AMENDMENT THERETO RECORDED OCTOBER 20, 1994 IN BOOK 652 AT PAGE 940 AND RERECORDED OCTOBER 27, 1994 IN BOOK 653 AT PAGE 596 AND AMENDMENT THERETO RECORDED DECEMBER 27, 1994 IN BOOK 657 AT PAGE 956 AND AMENDMENT TO THE RESIDENTIAL DESIGN REGULATION RECORDED JUNE 15, 1994 IN BOOK 642 AT PAGE 902. 13. UNDERGROUND RIGHT OF WAY EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. IN INSTRUMENT RECORDED NOVEMBER 19, 1993 UNDER RECEPTION NO. 521384. ITEM NOS. I THROUGH 3 OF THE GENERAL EXCEPTIONS ARE HEREBY DELETED. ITEM NO. 4 OF THE GENERAL EXCEPTIONS IS DELETED AS TO ANY LIENS RESULTING FROM WORK OR MATERIAL CONTRACTED FOR OR FURNISHED AT THE REQUEST OF LEE RAYMOND AND CHARLENE B. RAYMOND. FIRST AMERICAN TITLE INSURANCE COMPANY SHALL HAVE NO LIABILITY FOR ANY LIENS ARISING FROM WORK OR MATERIAL FURNISHED AT THE REQUEST OF THE MICHAEL M. NOELL REVOCABLE TRUST OF JANUARY 18, 2001. UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COM- MENTS FROM THE UTILITY COMPANIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail. Subject Property Address: Authorized Signature Lot. l Block Subdivision: rf— JA G{ v (SSP'l Primary Copl(wner a Phone: l{1 1 Plans Dated: Primary °Conta6VOW)fdr Representative Signature NOTES: 1. Utility locations must be obtained before digging, 2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198, 3. It is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date. Authorized Signature Comments Date CENTURY LINK 970.328.8288 (tel) .� ' z i lit- c ` e / D 970.328.82$2 (fax) Contacts: Barb Davis barb.davis(cz),centuryli nk.com XCEL HIGH PRESSURE GAS 970.406.1784 (tel) 970.468.1401 (fax) Contact: Remington Baker remington.c. bakerPxcelenergy.com HOLY CROSS ENERGY 970.947.5425 (tel) 970.945.4081 (fax) Contact: Jeff Vroom ivroom(5)holycross.com XCEL Energy 970.262.4039 (tel) 970.262.4038 (fax) Contacts: Pam McGuire Pamela.mcguire(@.xceleneray.com EAGLE RIVER WATER & SANITATION DISTRICT 970.477.5449 (tel) 970.845.721 B (fax) Contact: Tug Birk tbirk(cD.erwsd.org COMCAST CABLE 970.930.4713 (tel) 303.603.1004 (fax) Contact: Michael Johnson Michael lohnson(o%cable.comcast, com CDOT (Only in CDOT Right -of -way) 970 "683.6284 (tel) Contact: Dan Roussin Da N el. roussin(a.dot. state. co. us NOTES: 1. Utility locations must be obtained before digging, 2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198, 3. It is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date. UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COM- MENTS FROM THE UTILITY COMPANIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail. pp Subject Property AddreYrZantattv Vin Wit_, Lot Block SUbdivision.s VG �t Cv �S }LfeS Primary Co}a l�wnea:. kkt e0s }G,r Phone: 3o `1 15' �IL112, Plans Dated: Prima NOTES: 1, Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It is the responsibility of the utility company and the applicant to resolve problems Identified above, 4. The Primary Contact /Owner Representative is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date. Authorized Signature Comments Date CENTURY LINK 970.328.8288 (tel) 970.328.8282 (fax) Contacts: Barb Davis barb.davis a.centurvlink.com XCEL HIGH PRESSURE GAS 970.406.1784 (tel) 970,468.1401 (fax) Contact: Remington Baker 1 m ton.c.baker2JxcelenergV.com HOLY CROSS: ENERGY 970.947.5425 (tel) 970.945.4081 (fax) Contact: Jeff Vroom br90- 11Aholvcross.9 XCEL Energy 970.262,4039 (tel) 970.262.4038 (fax) Contacts: Pam McGuire namela.mcouire gnxcelenergucom EAGLE RIVER WATER & SANITATION DISTRICT 970.477.5449 (tel) 970.845.7218 (fax) Contact: Tug Birk tbirk erv✓sd.org COMCAST CABLE 970.930.4713 (tel) ' 303.603.1004 (fax) t� Contact Michael Johnson , _Michael fohnson @cable comeast,cgm ( COOT (Only in COOT Right -of -way) 970.683.6284 (tel) Contact: Dan Roussin Daiiiel.roussin g,dotstata.co.us NOTES: 1, Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It is the responsibility of the utility company and the applicant to resolve problems Identified above, 4. The Primary Contact /Owner Representative is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date. UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COM- MENTS FROM THE UTILITY COMPANIES. If you are unable to obtain comments within that timeframe please contact The Tnwn of Vail. Subdivision: Get V ts�lj Phone: �14- H'1S Q4 Plans Dated: NOTES: 1. Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Permit may be required for any Improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It Is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact/Owner Representative Is required to submit any revised drawings to the above agencies for re- approval & re- verification If the submitted plans are altered In any way after the authorized signature date. Authorized Sianature Comments Date CENTURY LINK 970.328.8288 (tel) 970.328.8282 (fax) Contacts: Barb Davis barb. davisCa.ce nturylink.com XCEL HIGH PRESSURE GAS 970.406.1784 (tel) 970.468.1401 (fax) Contact: Remington Baker rem ington.c. bakerCfxcelenergy. corn HOLY CROSS ENERGY 970.947.5425 (tel) 970.945.4081 (fax) Contact: Jeff Vroom ivroom 0holvcross.com XCEL Energy 970.262.4039 (tel) 970.262.4038 (fax) Contacts: Pam McGuire Pamela. mcguireO- xcelenergy.com EAGLE RIVER WATER & SANITATION DISTRICT t7�cc�Sc Lor��iLf Gds /hc r' 970.477.5449 (tel) 970.845.7218 (fax) `'' VVV Sz� 0/0 Q �e.� ac�� ✓h f I Contact: Tug Birk tbirk0.erwsd.orq 9-j 0 COMCAST CABLE 970.930.4713 (tel) 303.603.1004 (fax) Contact: Michael Johnson Michael iohnson(@cable.comcastcom CDOT (Only in CDOT Right -of -way) 970.683.6284 (tel) Contact: Dan Roussin Daniel. roussin0dot. state. co. us NOTES: 1. Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Permit may be required for any Improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It Is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact/Owner Representative Is required to submit any revised drawings to the above agencies for re- approval & re- verification If the submitted plans are altered In any way after the authorized signature date. UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COM- MENTS FROM THE UTILITY COMPANIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail. ,r� Subject Property Address: �+ 6 e Lot � Block Subdivision: y'GAJ�-t et v (_�S� +, Primary Co 1 wner e e: W 0s Phone: �a - tn�_ L 4 3 Plans Dated: Primary an a er Re resentative Signature NOTES: 1. Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact /Owner Representative is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date. Authorized Signature Comments Date CENTURYLINK 970.328.8288 (tel) 970.328.8282 (fax) Contacts: Barb Davis barb.davis@centurylink.com XCEL HIGH PRESSURE GAS 970.406.1309 (tel) 970.468.1401 (fax) Contact: Ron Bureta ronnie.j.bureta@xcelenergy.com HOLY CROSS ENERGY 970.947.5425 (tel) �i 970.945.4081 (fax) 5/6/13 Contact: Jeff Vroom ' vroom hol cross.com XCEL Energy 970.262.4039 (tel) 970.262.4038 (fax) Contacts: Pam McGuire amela.mc uire xcelener .com EAGLE RIVER WATER & SANITA- TION DISTRICT 970.477.5449 (tel) 970.845.7218 (fax) Contact: Tug Birk tbirk erwsd.or COMCAST CABLE 970.930.4713 (tel) 303.603.1004 (fax) Contact: Michael Johnson Michael 'ohnson cable.comcast.com CDOT (Only in CDOT Right -of -way) 970.683.6284 (tel) Contact: Dan Roussin Daniel. roussin @dot.state.co. us NOTES: 1. Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact /Owner Representative is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date. UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not Impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used In conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COM- MENTS FROM THE UTILITY COMPANIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail. Subject Property Address: V ► th Lot � Block. Subdlvlsion:� V'W1I-J ( qq MslL} -3 Primary Ca f caner a sentattve: 'Fos Phone: Plans Dated: Primary on a er Re resentative Signature NOTES: 1. Utility locations must be obtained Before digging. 2. A Revocable Right -of -Way ermit may be required for any improvements within a street rlght -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It Is the responsibility of the utility company and the applicant to resolve problems Identified above. 4. The Primary Contact/Owner Representative Is required to submit any revised drawings to the above agencies for re- approval & re- veriflcation if the submitted plans are altered In any way after the authorized signature date. Authorized Signature Comments Date CENTURY LINK 970.328.8288 (tel) 970.328.8282 (fax) Contacts: Baru Davis barb.davls a.centarylink.com XCEL HIGH PRESSURE GAS 97©.406.1784 (tel) 970.468.1401 (fax) Contact: Remington Baker "�- reEnln gton.c.baker @xcefenercty.coni HOLY CROSS ENERGY 970.947.5425 (tel) 970.946.4081 (fax) Contact: Jeff Vroom ivrooni a.holvcross.com XCEL Energy 97 0.262.4039 (tel) 970.262.4038 (fax) Contacts: Pam McGuire i)ati)ela,m uire(axcelenef_qv.conj EAGLE RIVER WATER & SANITATION DISTRICT 970.477.5449 (tel) 970.845.7218 (fax) Contact: Tug Birk tbifk@erwsci,orn COMCAST CABLE 970.930.4713 (tel) 303.603e 1004 (fax) Contact: Michael Johnson Michael Johnson cr.cable.comcast.coni CDOT (Only In CDOT Right -of -way) 970.683.6284 (tel) Contact: Dan Roussin Daniel .roussinP..dot.state.co. €tS. NOTES: 1. Utility locations must be obtained Before digging. 2. A Revocable Right -of -Way ermit may be required for any improvements within a street rlght -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It Is the responsibility of the utility company and the applicant to resolve problems Identified above. 4. The Primary Contact/Owner Representative Is required to submit any revised drawings to the above agencies for re- approval & re- veriflcation if the submitted plans are altered In any way after the authorized signature date. UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COM- MENTS FROM THE UTILITY OMPANI you reynatCetair },meals within that timeframe please contact The `town of Vail AA ((�,Jj J /%�yy1i',l +Cps Subject Property Address: Lot Block Subdlvlslon:s v,44 G1 ES�'�I1 _6 Primary Co pWA]14e _ sentative: N11_ L - ��4� �rP,� Phone: Primary resentative Signature Plans Dated: NOTES. 1. Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Pernilt may be required for any Improvements within a street right-of -way. Contact the Public Works Department for verification 970.479.2198. 3. It Is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact /Owner Representative Is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered In any way after the authorized signature date. t\ i C Authorized Signature Comments Date CENTURY LINK 970.32$.8288 (tel) 970.32 (fax) rn1 p ( art iii ~ c iau� rr Contacts: 8.: Barb Davis d laarl7Aavis(cr7centurylink.com / XCEL HIGH PRESSURE GAS 970.406.1784 (fax 970,468.1d0i (fax} 1 q s f. Contact: Remington Baker �a ob reming ton. c.baker(ca)xcelenerg .com HOLY CROSS ENERGY v4 970.947.5425 (tel) 970.945.4081 (fax) Contact: Jeff Vroom b jvrooni @hol cross.com XCEL Energy 970.262.4039 (tel) 970.262.403$ (fax) A) V �} r J d ! Contacts f 2m McGuire tM III ela.MCOLIire rz.xceleneiMy.com +v ' EAGLE RIVER WATER & SANITATION DISTRICT 970.477.5449 ( 970.845.7218 (fax) I Contact: Tug Birk tbirMervisd.orn - i Y comcASr CABLE 970.930.4713 (tel) 303.603.1004 (fax) Contact: Michael Johnson }, r� 1, ; � �,�j(� �1� Michas l_jnhnson a cal)le.con,castcom 4-11 1 CDOT (Only in CDOT Right -of -way) 970.683.6284 (tel) Contact: Dan Roussin t7�iriel _roussisr(a?dot.state.co.ass NOTES. 1. Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Pernilt may be required for any Improvements within a street right-of -way. Contact the Public Works Department for verification 970.479.2198. 3. It Is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact /Owner Representative Is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered In any way after the authorized signature date. t\ i C