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PZC Packet 080123AVON PLANNING & ZONING COMMISSION MEETING AGENDA TUESDAY, AUGUST 1, 2023�` .4von MEETING BEGINS AT 5:00PM 100 MIKAELA WAY - AVON COUNCIL CHAMBERS O 0 L 0 R A D 0 MEETING BEGINS AT 5:00 PM 1. CALL TO ORDER AND ROLL CALL (CHAIRPERSON) 2. APPROVAL OF AGENDA 3. DISCLOSURE OF ANY CONFLICTS OF INTEREST OR EX PARTE COMMUNICATION RELATED TO AGENDA ITEMS 4. PUBLIC BEARING 4.1. ALTERNATIVE EQUIVALENT COMPLIANCE (AEC) AND MINOR DEVELOPMENT PLAN REVIEW (MNR) - AEC23005 & MNR23020 (PLANNER 1+ MAX MORGAN) 5. CONSENT AGENDA 5.1. JULY 18, 2023, PLANNING AND ZONING COMMISSION MEETING MINUTES 5.2. RECORD OF DECISION FOR MJR23003 - NEW SFR IN WILDRIDGE APPROVED JULY 18, 2023 6. STAFF UPDATES 6.1. COMMUNITY PICNIC -THURSDAY, SEPTEMBER 14TH 5:30-7:30PM IN NOTTINGHAM PARK 7. FUTURE MEETINGS 7.1. AUGUST 15, 2023 - TUESDAY 7.2. SEPTEMBER 6, 2023 -WEDNESDAY 8. ADJOURN MEETING AGENDAS AND PACKETS ARE FOUND AT: WWW.AVON.ORG AGENDAS ARE POSTED AT AVON TOWN HALL, AVON RECREATION CENTER, ONLINE AND AVON PUBLIC LIBRARY IF YOU HAVE ANY SPECIAL ACCOMMODATION NEEDS, PLEASE, IN ADVANCE OF THE MEETING, CALL MATT PIELSTICKER AT 970-748-4413 OR EMAIL MATT@AVON.ORG WITH ANY SPECIAL REQUESTS. TO: Planning and Zoning Commission FROM: Max Morgan, Planner 1+ RE: AEC23005 and MNR23020 - PUBLIC HEARING . vo n DATE: August 1, 2023 C 0 L O H A D O PROJECT TYPE: Minor Development Plan and Alternative Equivalent Compliance PUBLIC HEARING: Required LEGAL DESCRIPTION: Lot 12B, Block 1, Wildridge ADDRESS: 2190 Saddle Ridge Loop B ZONING: Planned Unit Development (PUD) PROPERTY SIZE: 25,003 square feet (Lot) / 2,784 square feet (Home) STAFF REPORT OVERVIEW: This staff report contains two applications for consideration by the Planning and Zoning Commission ("PZC"): a Minor Development Plan ("MNR") for home renovations and alterations, including new windows and a modified roof line. The proposed roofline (1:12) is not permissible in the Avon Municipal Code without an approved Alternative Equivalent Compliance ("AEC"). SUMMARY OF REQUEST: 2190 Saddle Ridge Loop is one half of a duplex in Wildridge. On behalf of the property owner, the project architect, Michael Hazard, AIA, has applied to the Town for Minor Development Review for a series of home renovations that include: 1. A modified building envelope with extended garage area and new front door location 2. A raised roofline and modified roof pitch This MNR application is specific to all exterior modifications including the addition of third -level master suite. This AEC application is specific to the proposed roofline pitch ratio (1:12), which is a flatter roof than what is generally permissible in Avon. Note: The proposed project in its entirety includes some modifications to the interior and building structure that are not part of this commission's review. PROCESS: Minor Development Plan's that include Alternative Equivalent Compliance require a public hearing and final decision by PZC. This project could have been eligible for staff review and approval if the roof pitch met design standards (as outlined above). Staff Review Public Notice PZC 10 3� Determination ROOF REGULATIONS: Section 7.28.090(c)(4), of the Avon Municipal Code offers the following intent and design of roofs in the Town of Avon: . Roofs: (i) All residential buildings shall have pitched roofs with a rise of not less than four (4) inches in twelve (12) inches of distance. Primary roofs shall have a four -to -twelve (4:12) minimum and a [970.748.4014] [mmorgan@avon.org] twelve -to -twelve (12:12) maximum. Secondary roofs shall have a four -to -twelve (4:12) minimum and metal roofs shall have a three -to -twelve (3:12) minimum. Flat roofs may be permitted as secondary roofs or if the flat roof is consistent with the architectural style of the building. (ii) All buildings shall incorporate roofline modulation. (iii) Large expanses of bright, reflective materials are not permitted; however, standing seam metal, copper or weathering steel (corten) may be acceptable. Staff Response: The proposed roofs are at a 1:12 pitch, representing a flatter roof than is permitted by Avon Municipal Code. Roof pitch guidelines within design standards are typically set to uphold a specific aesthetic, and reduce the impacts of weather, specifically snowmelt. Residential structures in Wildridge are not subject to different roof standards than the rest of the Town. PUBLIC NOTICE: Notice of the public hearing was published in the July 21, 2023 edition of the Vail Daily in accordance with Sec 7.16.020(4) of the ADC. Mailed notice is not required for this application type. There have been no public comments received. PROPERTY DESCRIPTION: The two-story residential structure, located in the Wildridge PUD, was built in 1982. The construction 5 o� s� 5AMLE MME LOCI" r Site of Proposed N Project o io cosi it materials for the home are a blend of stucco, stone, wood, and steel. Neighboring properties are all single-family and townhome residential structures, although the steep topography of area in addition to road design creates a property that is more secluded than other homes in Wildridge. PROJECT DESCRIPTION: The applicant has submitted plans for a remodel project, including a new garage area that extends past the existing building footprint. The extension would add 310 sq ft to the 3,712 sq ft building footprint on a +25,000 sq ft lot. Materials proposed are consistent with the existing materials, and the existing garage door will be re -installed with the new garage. 7.16.120 ALTERNATIVE EQUIVALENT COMPLIANCE: Alternative equivalent compliance is a procedure that allows development to meet the intent of the design -related provisions of the code through an alternative design. It is not a general waiver or weakening of regulations; rather, this application procedure permits a site-specific plan that is equal to or better than the strict application of a design standard specified in the Development Code. This procedure is not intended as a substitute for a variance or administrative modification or a vehicle for relief from standards in this Chapter. Alternative compliance shall apply only to the specific site for which it is requested and does not establish a precedent for assured approval of other [970.748.4014] [mmorgan@avon.org] Page 2 of 5 requests. REVIEW CRITERIA: §7.16.120(d): 1. The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; Staff Response: The proposed 1:12 roof pitch is adequately sloped southwards for improved snowmelt, and is likely a visual improvement to the existing rooflines. 2. The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; Staff Response: The Avon Comprehensive Plan is largely silent on goals and strategies for the design and modifications to residences, including duplexes however the Comp Plan identifies the goal for compatible architectural features (C.1.2. Ensure compatible architectural features between adjacent buildings). The home renovations on side B will improve compatibility with side A, including roofing style. Side A was approved by PZC for 1:12 roof pitch on May 2nd, 2023 3. The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and Staff Response: The entire duplex is largely compartmentalized, meaning its massing is broken up and multiple roofs are present. Roofing on complex structures should incorporate sloping that ensures safe snowmelt, and the proposed 1:12 slope on metal roofing appears an effective means to keep the neighboring duplex unit free from unwanted impacts of snowmelt. 4. The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this Title Staff Response: The proposed plans do not negatively impact surrounding properties, functionally nor visually. The owner of the neighboring duplex has been contact by the neighbor and the Town regarding this application, and has not disclosed any issues with the proposed plans to the Town. REVIEW CRITERIA: §7.16.080(g): 1. Evidence of substantial compliance with the purpose of the Development Code as specified in 7.04.030, Purposes; Staff Response: The proposed plans do not compromise the purposes of the Development Code, which set out to implement Town goals, minimize risk of damage and injury to people, and promote architectural design which is compatible, functional, practical and complimentary to Avon's sub -alpine environment. 2. The design conforms with the Avon Comprehensive Plan and other applicable, adopted plan documents; Staff Response: The proposed plans improve sun exposure for the roofing and resident as a whole, and break up building mass (Policy C.1.3) [970.748.4014] [mmorgan@avon.org] Page 3 of 5 3. Consistency with any previously approved and not revoked subdivision plat, planned development, or any other precedent plan or land use approval for the property as applicable; Staff Response: Staff is not aware of any previously approved projects that establish a precedent for this proposed project 4. Compliance with all applicable development and design standards set forth in this Code including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations, and Chapter 7.28, Development Standards; Staff Response: The proposed plans, including design, materials, and environmental impact mitigation, comply with Chapter 7 aside from the proposed roof pitch. While the garage door is made of material that is more reflective than other garage doors in the area, its north -facing orientation means no direct sunlight to reflect, and an ornamental address marker blocks the view of the door from the road. 5. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection; and emergency medical services; and Staff Response: The proposed plans do not negatively impact city services or emergency medical services. 6. That development design conforms with the character of the surrounding community; or, where redevelopment is anticipated, relates the development to the character of Avon as a whole. Staff Response: The proposed plans do not negatively impact neighborhood character or the surrounding community, functionally nor visually. OPTIONS: • Approve the application: If PZC is in agreement with every aspect of the proposed plans, the plans may be approved as they are; or • Approve the application with conditions: If PZC generally find the plans favorable but intends to modify or control specific aspects of the plans, PZC may establish conditions with which the plans are required to meet in order to receive approval; or • Deny the application: If the features of the project, including roof design, are disagreeable to PZC, staff suggests denying the application after considering public comments; or • Continue the Public Hearing to August 15, 2023: If PZC feels that more information is needed, staff suggests continuing the applications to your next regularly scheduled meeting. AEC23005 — RECOMMENDED MOTION: "I move to approve Case #AEC23005, an Alternative Equivalent Compliance application for roofing to include 1:12 pitch at 2190 Saddle Ridge Loop B." [970.748.4014] [mmorgan@avon.org] Page 4 of 5 Findings: 1. The proposed application was reviewed pursuant to 7.16.120, Alternative Equivalent Compliance; 2. The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; 3. The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; 4. The proposed alternative results in benefits to the community that are equivalent to or better than the compliance with the subject standard; 5. The proposed roof design and project overall do not impose greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Avon Municipal Code ("AMC'). MNR23005 — RECOMMENDED MOTION: "I move to approve Case #MNR23020, a Minor Development Review application for 2190 Saddle Ridge Loop B together with the findings as recommended by staff." Findings: 1. The proposed application was reviewed pursuant to 7.16.080(f), Development Plan; 2. The design meets the development and design standards established in the Avon Development Code, with alternative design approved by AEC application; 3. The application is complete; 4. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 5. The application complies with the goals and policies of the Avon Comprehensive Plan; 6. The demand for public services is unaffected; and 7. The design of the renovations relates to the character of the surrounding community and other similar improvements in the Wildridge PUD ATTACHMENT: A. Application Materials [970.748.4014] [mmorgan@avon.org] Page 5 of 5 ATTACHMENT A July 19, 2023 MICHAEL HAZARD ASSOCIATES ARCHITECTURE PLANNING INTERIORS Max Morgan Planner 1 Community Development Department Town of Avon , 100 Mikaela Way Avon, CO 81620 Re.: Ziegler Remodel 2190 B saddle Ridge Loop Wildridge Subdivision Avon, CO Dear Max, The proposed remodel is comprised of the addition to the existing garage and entry foyer. The roof is proposed to have a 1:12 slope with a TPO membrane roof that will closely match the color of the new standing metal seam roof of the neighboring duplex half (2109 A). 01 Per the Town's Development Code (7.28.090 d (3) i) the proposed massing will build upon the design context of the existing home with the use of flat and low -sloped roof forms. Proposed materials (stucco, wood, steel, sheet metal) will match existing. • The existing garage door will be re -installed into the new opening. • New windows will be aluminum -clad wood windows to match the black color of existing windows. • The new exposed steel beams and columns will be painted black to match the window cladding. • The new roof facia & support purlins will be stained to match the existing wood cladding. • The new entry door will be clad in black steel as well. , Thank Y -o -U. Michg6l A Hazard AI MICAAEL HAZARD MSOCIATES P.O. BOX 1068 VAIL, COLORADO 81658 970.376.0066 P WWW.MHAVAIL.COM MHA@ VAI L. N ET MATERIAL SYMBOLS: ABOVE IIIIII-III zz EARTH PLYWOOD O O AFF FINISH WOOD GA PERVIOUS FILL PL PROPERTY LINE AP ACCESS PANEL GV STONE MASONRY WOOD -ROUGH a Q STRUCTURAL CONCRETE BLOCKING GC CONCRETE MASONRY UNIT GYPSUM BOARD REFERENCE BATT INSULATION RIGID INSULATION V1711 STEEL/METAL AS NOTED """"""""""""""""""' CARPET 1 1 A4.01 A3.01 BUILDING SECTION REFERENCE ELEVATION REFERENCE 1 -� 1 A6.01 A6.01 DETAIL REFERENCE DETAIL REFERENCE F.F. ELEV. 1 100'-0" A4.o1 HEIGHT REFERENCE SECTION REFERENCE ROOM NAME Al 100 REVISION REFERENCE ROOM NAME A W10 GRID BUBBLE WALL TYPE REFERENCE 1 4 A8.01 2 O A 3 INTERIOR ELEVATION REFERENCE WINDOW TAG 0 WD. a ' w TILE DOOR TAG MATERIAL BREAK ABBREVIATIONS: ABV ABOVE FUR FURRED (ING) PSI POUNDS PER SQUARE INCH AFF ABOVE FINISHED FLOOR GA GAGE, GAUGE PL PROPERTY LINE AP ACCESS PANEL GV GALVANIZED QT QUARRY TILE AC ACOUSTICAL GC GENERAL CONTRACT (OR) REF REFERENCE ADD ADDENDUM GL GLASS, GLAZING REFR REFRIGERATOR ADJ ADJACENT GYP BD GYPSUM BOARD REINF REINFORCE (D), (ING) ALT ALTERNATE HB HOSE BIB REQD REQUIRED ALUM ALUMINUM HDW HARDWARE RES RESILIENT ARCH ARCHITECT (URAL) HDR HEADER REV REVISION (D), (ING) BASMT BASEMENT HTG HEATING REVS REVERSE BRG BEARING HVAC HEATING/VENTILATING/AC RH RIGHT HAND BVL BEVELED HT HEIGHT R RISER BIT BITUMINUOUS HC HOLLOW CORE R&S ROD AND SHELF BLK BLOCK HM HOLLOW METAL RD ROOF DRAIN BLKG BLOCKING HOR HORIZONTAL RDT RECESSED DRAPERY TRACK BOT BOTTOM HWH HOT WATER HEATER RFG ROOFING BLDG BUILDING INCL INCLUDE (D), (ING) RM ROOM CPT CARPET (ED) ID INSIDE DIAMETER RO ROUGH OPENING CSMT CASEMENT IBC INSTALLED BY CONTRACTOR R/S ROUGH SAWN C CAULK (ING) IBO INSTALLED BY OWNER S SEALANT (EXTERIOR) CLG CEILING INS INSULATE (D), (ION) SHTG SHEATHING CT CERAMIC TILE INT INTERIOR SM SHEET METAL CLR CLEAR JC JANITOR'S CLOSET SIM SIMILAR COL COLUMN KIT KITCHEN SC SOLID CORE CONC CONCRETE LAM LAMINATE (D) SPEC SPECIFICATON (S) CMU CONCRETE MASONRY UNIT LAV LAVATORY SQ SQUARE CONST CONSTRUCTION LH LEFT HAND STD STANDARD CONT CONTINUOUS L LENGTH ST STAIN CJT CONTROL JOINT LDT LIGHT AND DRAPERY TROUGH STL STEEL CPR COPPER LT LIGHT TROUGH SD STORM DRAIN CUST CUSTOM LTL LINTEL STIR STRUCTURAL DT DRAPERY TROUGH LVR LOUVER TEL TELEPHONE DTL DETAIL MH MANHOLE TV TELEVISION DIM DIMENSION MFR MANUFACTURE (ER) THR THRESHOLD DR DOOR T&G TONGUE AND GROOVE DWG DRAWING MO MASONRY OPENING TS TOP OF SLAB DF DRINKING FOUNTAIN MTX MATERIAL TSL TOP OF STEEL ELEC ELECTRIC (AL) MAX MECH MAXIMUM MECHANIC (AL) TW TOP OF WALL EL ELEVATION (S) MC MEDICINE CABINET TB TOWEL BAR ELEV ELEVATOR MMB MEMBRANE TR TRANSOM EQ EQUALMET METAL T TREAD EXH EXHAUST M METER (S) TYP TYPICAL EXG EXISTING UNO UNLESS NOTED OTHERWISE EXT EXTERIOR MM MILLIMETER (S) VB VAPOR BARRIER FOC FACE OF CONCRETE MIN MINIMUM VIF VERIFY IN FIELD FOF FACE OF FINISH MIR MIRROR VERT VERTICAL FOM FACE OF MASONRY MISC MISCELLANEOUS VCT VINYL COMPOSITION FOS FACE OF STUDS MULL MULLION WC WATER CLOSET FIN FINISH (ED) NAT NATURAL WP WATER PROOFING FF FINISHED FLOOR ELEVATION NR NOISE REDUCTION WWF WELDED WIRE FABRIC NOM NOMINAL W WIDTH, WIDE FE FIRE EXTINGUISHER NIC NOT IN CONTRACT WDW WINDOW FDC FIRE DEPARTMENT CONNECTION NTS NOT TO SCALE WO WITHOUT FHC FIRE HOSE CONNECTION OPG OPENING WD WOOD FEC FIRE EXTINGUISHER CABINET OPP OPPOSITE FPL FIREPLACE OPH OPPOSITE HAND FP FIREPROOFING, SPRAYED OH OVERHEAD FLG FLASHING PR PAIR FLR FLOOR (ING) PK PARKING FD FLOOR DRAIN PVMT PAVEMENT FTG FOOTING PL PLASTIC LAMINATE FND FOUNDATION PT POINT FBO FURNISHED BY OTHERS PSF POUNDS PER SQUARE FOOT FPHB FREEZE PROOF HOSE BIB GENERAL PROJECT NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND STANDARDS. ALL WORK SHALL BE IN CONFORMANCE WITH THE GUIDELINES AND CODES ADOPTED BY THE TOWN OF AVON. 2. EACH TRADE CONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF CONDITIONS THEREIN. EACH SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING INFORMATION BEFORE PROCEEDING WITH THE WORK. TAKE SPECIAL NOTE THAT ELECTRICAL AND MECHANICAL DEVICES PLUMBING FIXTURES AND REGISTERS ARE SPECIFICALLY LOCATED. LOCATION OF FRAMING MEMBERS MUST BE COORDINATED WITH THESE ELEMENTS TO ASSURE EXACT PLACEMENT. 3. ANY UTILITY SHUT -OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK, SUCH AS ELECTRICAL, GAS, WATER, SPRINKLER SEWER, ETC. MUST BE SCHEDULED WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO COMMENCING WORK. 4. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS BY THE CONTRACTOR IN COMPLETE SETS SO THAT THE EXTENT AND COORDINATION OF WORK IS MADE POSSIBLE. 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. 6. WHERE SPECIFIC DIMENSION, DETAILS, AND DESIGN INTENT CANNOT BE DETERMINED, NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION. iT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REQEST, OF THE ARCHITECT, THE SUPPLY OF ANY REQUIRED DETAILS TO PROPERLY COMPLETE THE WORK. 6A. ALL WORK PROVIDED BY THE GENERAL CONTRACTOR &/OR HIS SUBCONTRACTORS, SHALL MEET OR EXCEED ACCEPTED STANDARDS OF CARE AS DEFINED, DETAILED OR INFERRED BY INDUSTRY STANDARDS AGENCIES FOR THE VARIOUS SUBCONTRACTOR TRADES. 7. DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 8. ALL DIMENSIONS SHALL BE VERIFIED ON THE SITE BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. 9. UNLESS NOTED OTHERWISE, ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THE FACE OF THE STUDS SUPPORTING THE WALL. 10. UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL FINISHED SPACES. 11. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC ACTIONS. 12. ALL EXTERIOR FERROUS METAL WORK LOCATED ON EXTERIOR OR IN NON -CONDITIONED INTERIOR SPACES SHALL BE HOT -DIPPED GALVANIZED (EXCEPT FOR ORNAMENTAL METAL(S)). 13. THE ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND PROPER FOR THE INTENDED APPLICATION AND USE. 14. ALL MATERIALS AND EQUIPMENT THAT IS INCORPORATED INTO THE WORK SHALL BE NEW AND OF THE BEST QUALITY SPECIFIED. ALL WORK PERFORMED SHALL BE DONE IN A WORKMANLIKE MANNER ONLY BY PERSONS SKILLED IN THE TYPE OF WORK TO BE PERFORMED, AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND/OR STANDARDS AGENCIES (E.G. AICP; SMACNA). 15. AT ALL TIMES, THE PREMISES SHALL BE KEPT CLEAN FROM THE ACCUMULATION OF WASTE MATERIALS AND DEBRIS, AND UPON COMPLETION OF THE WORK SHALL REMOVE ALL WASTE MATERIALS AND RUBBISH, AND LEAVE THE WORK IN A BROOM CLEAN CONDITION. UNDER NO CIRCUMSTANCES IS FOOD TO BE LEFT OUT IN THE OPEN UNLESS IT IS PROPERLY WRAPPED AND STORED IN A SUITABLE CONTAINER. UNFINISHED FOOD SHALL BE THROWN OUT IN A CONTAINER WITH A TIGHT FITTING COVER AND REMOVED FROM THE SITE AT LEAST ONCE PER WEEK. 16. ALL CUTTING AND PATCHING REQUIRED DIRECTLY OF INDIRECTLY BY THE SCOPE OF WORK PORTRAYED IN THE CONSTRUCTION DOCUMENTS SHALL BE INCLUDED IN THE CONTRACTOR'S PROPOSAL. ALL SURFACES ARE TO BE RETURNED TO THEIR PRE -CONSTRUCTION APPEARANCES. WHERE EXISTING MATERIALS CANNOT BE FOUND OR PROPERLY MATCHED THE ARCHITECT IS TO BE NOTIFIED PRIOR TO COMMENCEMENT OF THE WORK. 17. ALL AFFECTED PARTY WALLS ARE BE RESTORED TO MEET CURRENT BUILDING CODES FOR FIRE RESISTIVE SEPARATION. ANY EXISTING CONSTRUCTION DISCOVERED TO BE INADEQUATE IN THIS REGARD IS TO BE RECONSTRUCTED AS REQUIRED TO MEET OR EXCEED ALL CURRENT BUILDING CODE REQUIREMENTS. SIMILARLY, THE FIRE SEPARATON BETWEEN THE GARAGE AND RESIDENCE IS TO BE CONSTRUCTED TO MEET OR EXCEED ALL REQUIRED BUILDING CODES. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPORT ANY SUCH DEFICIENCIES TO THE ARCHITECT AND PREVAILING BUILDING CODE COMPLIANCE OFFICER AND OBTAIN HIS WRITTEN APPROVAL OF ANY PROPOSED MITIGATION MEASURE(S). SITE WORK 1. ALL EXISTING STRUCTURE AND BUILDING ELEMENTS SHOWN ON THE DRAWINGS HAVE BEEN DRAWN FROM AVAILABLE RECORD DRAWINGS. THEREFORE THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICH MAY NOT BE PRESENTLY KNOWN. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 2. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A WAY AS TO PREVENT TRACKING OF MUD OR SOIL ONTO PUBLIC THOROUGHFARES. AT THE END OF EACH DAY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS. 3. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS AND ELEVATIONS AND VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITY LINES AND STRUCTURES TO BE CONNECTED TO THE WORK. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. SEALANTS 1. ALL SEALANT JOINTS SHALL BE SIZED SUCH THAT THEY WILL BE WITHIN THE MAXIMUM/MINIMUM SIZE IN THEIR INSTALLED POSITION AS RECOMMENDED BY THE MANUFACTURER. 2. DEPTH OF SEALANT JOINT SHALL NOT EXCEED 1/2 THE WIDTH OF THE JOINT. 3. ALL SEALANT JOINTS SHALL MAINTAIN CONTACT WITH THE ADJOINING PARTS WITHIN ALLOWABLE DIMENSIONED CHANGES IN THE THE JOINT SIZE. ALL SEALANT JOINTS SHALL MAINTAIN DURABILITY AND INTEGRITY UNDER ALL SPECIFIED CONDITIONS AND CONDITIONS OF THE LOCALITY WHERE THE PROJECT IS LOCATED. 4. ALL SEALANT JOINTS SHALL BE INSTALLED WITH THE APPROPRIATE JOINT FILLER. 5. PROVIDE CUSTOM COLOR FOR SEALANT EXPOSED TO VIEW FROM THE MANUFACTURER'S FULL RANGE OF SELECTIONS, AS SELECTED BY THE ARCHITECT. 6. THE SEALANT MANUFACTURER SHALL VERIFY THAT ALL SEALANTS USED FOR THE EXTERIOR WALL ARE CORRECT FOR THE APPLICATION SHOWN AND WILL BE COMPATIBLE WITH EACH OTHER BEFORE, DURING AND AFTER CURING. THERMAL ENVELOPE 1 ROOFS: CONVENTIONALLY FRAMED SHED ROOFS: 4" R-6/IN. (R-23.6) CLOSED CELL POLYISOCYANU RATE NAIL -BASE RIGID INSULATION BOARD PLUS MIN. 6" R-6.2/IN. (R-37.8) FOR A TOTAL ASSEMBLY VALUE OF R-60.7. ALL LOW SLOPE ROOFS: 4" R-5.0/IN. (R-20.0) RIGID XPS INSULATION PLUS MIN. 6" OF R-6.2/IN. (R-37.2) FOR A TOTAL ASSEMBLY VALUE OF R57.2. 2 EXTERIOR FRAMED WALLS: MIN 3 1/2" R-6.2/IN. CLOSED CELL SPRAY FOAM FOR AN ASSEMBLY VALUE OF R-21.7. 3. FOUNDATION WALLS ADJACENT TO CONDITIONED LIVING SPACE: MIN 4" R-6.2/IN. CLOSED CELL SPRAY FOAM FOR AN ASSEMBLY VALUE OF R-24.8. VALUE OF R-34.8. 4. SLAB EDGE INSULATION: 2 1/2" X 4'-0" WIDE R-15 (R-6.2/IN.) UNDER -SLAB CLOSED CELL SPRAY FOAM ALONG EXTERIOR PERIMETERS. R-10 RIGID XPS APPLIED TO STEM WALL 4'-0" BELOW T/SLAB. ATTACHMENT A THE ZIEGLER RENOVATION DESIGN REVIEW SUBMITTAL 2190 SADDLE RIDGE LOOP WILDRIDGE SUBDIVISION AVON, COLORADO 81620 ARCHITECT MICHAEL HAZARD ASSOCIATES MICHAEL A. HAZARD P.O. BOX 1068 VAIL, CO 81658 MHAVAIL.COM MHA54@COMCAST.NET 970.376.0066 DRAWING INDEX: ARCHITECTURAL: A1.0 SITE PLAN A2.0 EXISTING/DEMOLITION LOWER & MAIN LEVEL FLOOR PLANS A2.1 EXISTING/DEMOLITION UPPER & ROOF LEVEL PLANS A2.2 PROPOSED LOWER & MAIN LEVEL FLOOR PLANS A3.0 PROPOSED EXTERIOR ELEVATIONS A3.1 DIGITAL MODEL IMAGES A3.2 DIGITAL MODEL IMAGES A3.3 DIGITAL MODEL IMAGES JULY 183 2023 STRUCTURAL ENGINEER IMEG CORPORATION HANNES SPAEH P.O. BOX 1579 AVON, CO 81620 HANNES. P.SPAEH@IMEGCORP.COM 970.390.8910 ��IJ_.iky/:"*I � EAGLE VALLEY SURVEYING, LLC MIKE POST P. O. BOX 1230 EDWARDS, CO 80632 VICINITY MAP N.T.S. MIKEPOST@EVSURVEY.COM 970.949.1406 ZONING REVIEW: TRUE NORTH 14A '� ZONE DISTRICT SITE AREA SETBACK: FRONT REAR SIDES MAXIMUM SITE COVERAGE EXISTING TOTAL SITE COVERAGE PROPOSED SITE COVERAGE:' WILDRIDGE PUD .786 ACRES / 34,238 S.F. 25'-O" 101-01, 1 O' -O" 17,1 19 S.F. (50%) 3,098 S.F. 3,408 S.F. BUILDING HEIGHT (SLOPED): 30`-0" 18'-3 1 /4" LANDSCAPING MIN. REQUIRED: 8,559 S.F. EXISTING: 26,092 S.F. NO CHANGES PROPOSED ALLOWED MAXIMUM PROPOSED NOTICE: FOR PURPOSES OF ADMINISTRATIVE CONVENIENCE ONLY, THE INSTRUMENTS OF PROFESSIONAL SERVICE OF MULTIPLE PROFESSIONALS FROM SEVERAL DISCIPLINES HAVE BEEN COLLATED INTO A SINGLE BINDING. EACH PROFESSIONAL REMAINS SOLELY RESPONSIBLE FOR THE PROFESSIONAL SERVICES REPRESENTED BY THAT PROFESSIONAL'S INSTRUMENTS OF PROFESSIONAL SERVICE AS WELL AS WITH RESPECT TO ALL SERVICES PROVIDED BY SUCH PROFESSIONAL AND NO PROFESSIONAL SHALL BE CONSIDERED OR HELD TO BE PROFESSIONALLY RESPONSIBLE FOR THE SERVICES OF ANY OTHER. FOR PURPOSES OF THIS NOTICE, "INSTRUMENTS OF PROFESSIONAL SERVICE" SHALL INCLUDE A PROFESSIONAL'S PLANS, SPECIFICATIONS, REPORTS, AND ALL OTHER PROJECT DOCUMENTS PREPARED BY SUCH PROFESSIONAL WITH RESPECT TO THE PROJECT. EXISTING/DEMOLITION LOWER LEVEL FLOOR PLAN 1/4" = 1'-0" TRUE PLAN NORTH NORTH fAi A) '4A LF' ATTACHMENT A EXISTING/DEMOLITION MAIN LEVEL FLOOR PLAN 1/4" = V-0" TRUE PLAN NORTH NORTH fA* A) MICHAEL HAZARD ASSOCIATES COPYRIGHT © 2023 S E A L D A T E NO: R E V I S 1 0 N S ZIEGLER RENOVATION PROJECT NO. 2 0 2 3 04 19 2190 B SADDLE RIDGE LOOP WILDRIDGE SUBDIVISION AVON, COLORADO 81620 MICHAEL HAZARD ASSOCIATES ARCHITECTURE PLANNING INTERIORS 1-1 ik P.O. BOX 1 068 VAIL, COLORADO 81658 970.949.4958 P 970.376.0066 C MHA@VAIL.NET J U N E 1 8, 2 0 2 3 EXISTING/DEMO. FLOOR PLANS • SHEET 0 NUM BER EXISTING/DEMOLITION UPPER LEVEL FLOOR PLAN 1/4" = 1'-0" TRUE PLAN NORTH NORTH fAi A) '4A LF' ATTACHMENT A EXISTING/DEMOLITION ROOF PLAN 1/4" = V-0" TRUE PLAN NORTH NORTH fAi A) MICHAEL HAZARD ASSOCIATES COPYRIGHT © 2023 S E A L D A T E NO: R E V I S 1 0 N S ZIEGLER RENOVATION PROJECT NO. 2 0 2 3 04 19 2190 B SADDLE RIDGE LOOP WILDRIDGE SUBDIVISION AVON, COLORADO 81620 MICHAEL HAZARD ASSOCIATES ARCHITECTURE PLANNING INTERIORS P.O. BOX 1 068 VAIL, COLORADO 81658 970.949.4958 P 970.376.0066 C MHA@VAIL.NET J U N E 1 8, 2 0 2 3 EXISTING/DEMO. FLOOR PLANS • S H E E T N U M B E R PROPOSED LOWER LEVEL FLOOR PLAN 1/4" = 1'-0" ATTACHMENT A TRUE PLAN NORTH NORTH fAi A) '4A LF' PROPOSED MAIN LEVEL FLOOR PLAN 1/4" = V-0" TRUE PLAN NORTH NORTH fAi A) MICHAEL HAZARD ASSOCIATES COPYRIGHT © 2023 S E A L D A T E NO: R E V I S 1 0 N S ZIEGLER RENOVATION PROJECT NO. 2 0 2 3 04 19 2190 B SADDLE RIDGE LOOP WILDRIDGE SUBDIVISION AVON, COLORADO 81620 MICHAEL HAZARD ASSOCIATES ARCHITECTURE PLANNING INTERIORS P.O. BOX 1 068 VAIL, COLORADO 81658 970.949.4958 P 970.376.0066 C MHA@VAIL.NET J U N E 1 8. 2 0 2 3 PROPOSED FLOOR PLANS • SHEET 3 NUM BER PROPOSED UPPER LEVEL FLOOR PLAN 1/4" = 1'-0" TRUE PLAN NORTH NORTH fAi A) '4A LF' ATTACHMENT A PROPOSED ROOF PLAN 1/4" = V-0" TRUE PLAN NORTH NORTH fAi A) MICHAEL HAZARD ASSOCIATES COPYRIGHT © 2023 S E A L D A T E NO: R E V I S 1 0 N S ZIEGLER RENOVATION PROJECT NO. 2 0 2 3 04 19 2190 B SADDLE RIDGE LOOP WILDRIDGE SUBDIVISION AVON, COLORADO 81620 MICHAEL HAZARD ASSOCIATES ARCHITECTURE PLANNING INTERIORS P.O. BOX 1 068 VAIL, COLORADO 81658 970.949.4958 P 970.376.0066 C MHA@VAIL.NET J U N E 1 8. 2 0 2 3 PROPOSED FLOOR PLANS • SHEET 3 NUM BER OL TOP OF GARAGE ROOF @ H.P. 8196'-6" NEW FRONT DOOR EXISTING GARAGE DOORS TO BE RE -INSTALLED 10 9 � TOP OF FIN. FLR @ GARAGE 1 ENTRY LEVEL 8178'-0" I - PARTIAL NORTH SECTION ELEVATION 1/4" = 1'-0" @ ENTRY / AUTO COURT / GARAGE PARTIAL SOUTH SECTION ELEVATION 1/4" = 1'-0" @ GARAGE / STAIR NEW FRONT DOOR ATTACHMENT A 1 1 121 131 14 C _ 4 TOP OF GARAGE ROOF @ H.P. 8196-6" GARAGE/ENTRYLEVEL PARTIAL WEST SECTION ELEVATION 1/4" = l' -O" MATERIAL KEY NOTE SCHEDULE: 1. 2 -PAR 2X STAINED WOOD FASCIA 2. 1:12 SLOPED TPO OR PVC ROOF MEMBRANE 3. GLUE LAMINATED TIMBER BEAMS @ 4'-0" ON CENTER - STAINED 4. 1X4 WOOD SOFFIT - STAINED 5. WIDE FLANGE STEEL BEAM - PAINTED 6. PAIR STEEL CHANNEL COLUMN - PAINTED 7. ALUMINUM CLAD WOOD WINDOWS - PELLA IRON ORE 8. 3 COAT CEMENTITIOUS STUCCO TO MATCH TEXTURE & COLOR OF EXISTING 9. DRY STACK BUFF SANDSTONE VENEER TO MATCH EXISTING 10. 4" SNAPPED SANDSTONE WALL CAPS TO MATCH EXISTING STONE VENEER DRY STACK RANDOM ASHLAR STONE VENEER TO MATCH EXISTING STEEL/GARAGE DOORS PRIMED AND PAINTED WITH BLACK ALKYD E N AM EL SAT I N PAINT TO MATCH EXISTING GARAGE DOORS STUCCO 3 -COAT CEMENTITIOUS STUCCO TO MATCH COLOR AND TEXTURE OF EXISTING WINDOWS & DOORS PELLA ARC H ITEC T CONTEMPORARY RESERVE SERIES - IRON ORE CLADDING COLOR TO MATCH E X I S T I N G WOOD FACIA & PURLINS STAIN TO MATCH EXISTING W O 0 D SHED ROOFS UNIT A STANDING SEAM METAL ROOF MICHAEL HAZARD ASSOCIATES COPYRIGHT © 2023 S E A L D A T E NO: R E V I S I O N S ZIEGLER RENOVATION PROJECT NO. 2 0 2 9 03 19 2190 B SADDLE RIDGE LOOP WILDRIDGE SUBDIVISION AVON, COLORADO 81620 MICHAEL HAZARD ASSOCIATES ARCHITECTURE PLANNING INTERIORS mi ik P.O. BOX 1 068 VAIL, COLORADO 81658 970.949.4958 P 970.376.0066 C MHA@VAIL.NET J U N E 1 8, 2 0 2 3 EXTERIOR ELEVATIONS A300 S H E E T N U M B E R ATTACHMENT A ICHA. L HAOAR 1 ASSOCIAT. S CO YRIGHT QC 2023 S. AL 1 AT. 3 NOS R. 61SIONS 01. GL. R R. SI l . NC. 789JECT Nunn@E8 2023 OA 19 2109B SA1 1 L. R11 G. LOO WIL1 RI1 G. SUB1 161SION A60N, CO H11 20 MICHAEM HAZA8D APP9CIATEP A8CHITECTU8E 7NANNING INTE8198P ol 7S 5�9X 10I H VAI M C 9 N4) 8AD 9 HII SH 970SA9�95H 7 970S7I SOI I C MHA@VA1MNET IPPUE DATE3 OI 092023 1 IGITAL 01. L I, AG. S A3 SH. . T NU, B. R --------------- ------------------------- -------------- 7S ---- • - ATTACHMENT A ICHA. L HAOAR 1 ASSOCIAT. S CO YRIGHT QC 2023 S. AL 1 AT. 3 NOS R. 61SIONS 01. GL. R R. SI l . NC. 789JECT Nunn@E8 2023 OA 19 2109B SA1 1 L. R11 G. LOO WIL1 RI1 G. SUB1 161SION A60N, CO H11 20 MICHAEM HAZA8D APP9CIATEP A8CHITECTU8E 7NANNING INTE8198P mi L. 7S 5�9X 10I H VAI M C 9 N4) 8AD 9 HII SH 970SA9�95H 7 970S7I SOI I C MHA@VA1MNET IPPUE DATE3 1 IGITAL 01. L I, AG. S A3 2 SH. . T NU, B. R ATTACHMENT A ICHA. L HAOAR 1 ASSOCIAT. S CO YRIGHT QC 2023 S. AL 1 AT. 3 NOS R. 61SIONS 01. GL. R R. SI l . NC. 789JECT Nunn@E8 2023 OA 19 2109B SA1 1 L. R11 G. LOO WIL1 RI1 G. SUB1 161SION A60N, CO H11 20 MICHAEM HAZA8D APP9CIATEP A8CHITECTU8E 7NANNING INTE8198P mi L. 7S 5�9X 10I H VAI M C 9 N4) 8AD 9 HII SH 970SA9�95H 7 970S7I SOI I C MHA@VA1MNET IPPUE DATE3 1 IGITAL 01. L I, AG. S A3S SH. . T NU, B. R NOTES: 1) DATE OF SURVEY: 11/5/2021. 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), E RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH M 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMEI ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE CO THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION HEREON. 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDAR BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIC 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON I`. EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THI ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OT 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND P LINE LOT 12B. 7) BASIS OF ELEVATION: SEWER MH 0500 INVERT EL=8180.1' 8) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD FOR ADDITION DESIGN. SURVEYOR'S CERTIFICATE I, Mason L. Torry, a Professional Land Surveyor registered the State of Colorado, do hereby certify that this topograi made by me and under my supervision, an-' 'C'ut '; r surv( correct to the best of my knowledge. �P�" L /c% �Q _Nx Mar C. T35CP3 of,C� �I G,Jo P.L.S. 38238 'SIAL LANA ,* **mmusI H Z_ O U) W Y CY W Q W > U ir 3: W O Q W M 41199 HIGHWAY 6 & 24, EAGLE—VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949-1406 ATTACHMENT A AP TRACT A D PIN & CAP #5447 — 0' 10' 20' 30' I FC;FN n • PVC O DRAIN © TELEPHONE PEDESTAL © CABLE TV PEDESTAL cM GAS METER O SANITARY SEWER MANHOLE SIGN p4 SPRINKLER VALVE 0 ADDRESS ROCK a ° ASPHALT SURFACE ROCK WALL D D FLAGSTONE SURFACE a O a DCONCRETE SURFACE GUARDRAIL — — — — — — — — — — EDGE DECK DENOTES DECIDUOUS TREE W/ APPROX. 0.5' TRUNK DIAMETER DENOTES CONIFEROUS TREE W/ APPROX. 0.5' TRUNK DIAMETER —AL DENOTES CONIFEROUS TREE W/ APPROX. 0.8' TRUNK DIAMETER Ir DENOTES DECIDUOUS TREE W/ APPROX. 1.0' TRUNK DIAMETER DENOTES CONIFEROUS TREE W/ APPROX. 1.0' TRUNK DIAMETER LINE BEARING DISTANCE L1 S 55'00'00" E 40.35' L2 N 00'17'36" W 21.33' L3 N 32'26'48" E 29.67' L4 N 58'03'35" W 24.49' L5 I S 12'37'41" E 7.11' L6 N 31'56'25" E 12.82' L7 S 12'37'41" E 46.31' CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING C1 18'43'08" 146.11' 47.74' 24.08' 47.52' S 05°04'46" E C2 55'28'36" 146.11' 141.47' 76.84' 136.01' S 32'01'09" W OL TOP OF GARAGE ROOF @ H.P. 8196'-6" NEW FRONT DOOR EXISTING GARAGE DOORS TO BE RE -INSTALLED 10 9 � TOP OF FIN. FLR @ GARAGE 1 ENTRY LEVEL 8178'-0" I - PARTIAL NORTH SECTION ELEVATION 1/4" = 1'-0" @ ENTRY / AUTO COURT / GARAGE PARTIAL SOUTH SECTION ELEVATION 1/4" = 1'-0" @ GARAGE / STAIR NEW FRONT DOOR ATTACHMENT A 1 1 121 131 14 C _ 4 TOP OF GARAGE ROOF @ H.P. 8196-6" GARAGE/ENTRYLEVEL PARTIAL WEST SECTION ELEVATION 1/4" = l' -O" MATERIAL KEY NOTE SCHEDULE: 1. 2 -PAR 2X STAINED WOOD FASCIA 2. 1:12 SLOPED TPO OR PVC ROOF MEMBRANE 3. GLUE LAMINATED TIMBER BEAMS @ 4'-0" ON CENTER - STAINED 4. 1X4 WOOD SOFFIT - STAINED 5. WIDE FLANGE STEEL BEAM - PAINTED 6. PAIR STEEL CHANNEL COLUMN - PAINTED 7. ALUMINUM CLAD WOOD WINDOWS - PELLA IRON ORE 8. 3 COAT CEMENTITIOUS STUCCO TO MATCH TEXTURE & COLOR OF EXISTING 9. DRY STACK BUFF SANDSTONE VENEER TO MATCH EXISTING 10. 4" SNAPPED SANDSTONE WALL CAPS TO MATCH EXISTING STONE VENEER DRY STACK RANDOM ASHLAR STONE VENEER TO MATCH EXISTING STEEL/GARAGE DOORS PRIMED AND PAINTED WITH BLACK ALKYD E N AM EL SAT I N PAINT TO MATCH EXISTING GARAGE DOORS STUCCO 3 -COAT CEMENTITIOUS STUCCO TO MATCH COLOR AND TEXTURE OF EXISTING WINDOWS & DOORS PELLA ARC H ITEC T CONTEMPORARY RESERVE SERIES - IRON ORE CLADDING COLOR TO MATCH E X I S T I N G WOOD FACIA & PURLINS STAIN TO MATCH EXISTING W O 0 D SHED ROOFS UNIT A STANDING SEAM METAL ROOF MICHAEL HAZARD ASSOCIATES COPYRIGHT © 2023 S E A L D A T E NO: R E V I S I O N S ZIEGLER RENOVATION PROJECT NO. 2 0 2 9 03 19 2190 B SADDLE RIDGE LOOP WILDRIDGE SUBDIVISION AVON, COLORADO 81620 MICHAEL HAZARD ASSOCIATES ARCHITECTURE PLANNING INTERIORS mi ik P.O. BOX 1 068 VAIL, COLORADO 81658 970.949.4958 P 970.376.0066 C MHA@VAIL.NET J U N E 1 8, 2 0 2 3 EXTERIOR ELEVATIONS A300 S H E E T N U M B E R i f 9 JL I� ��� ` fes' �•''� � �y w+ +rte L IL ,rte w �,r # I �} % a ~>b 9N 41 , r ` t ' qp 06M 4. �ti,VL%6 t + I F r f 5L -� i r �4 — +�� ,•fit f . . L. L' J vT r' l r +' r r„ lF , J _ r+ .r r _ • _ ria- t I 4 top 'Y� r 41 i r r r ` F VF � r ' _ {r}jr r• Y - f ! J+ f • rF,N f / + ti r .' �. rr r� Jy r r i Lr r r y� s r !jr _ •R _ + '� - # .fir ' jr 'M r r, qop 'y '} r• Ir r lit fr. rr drr r'+ + 'Y R' �r`� r 3r }- r:, rrr - ��t� r }l -. r I rr r• rti 'r'! jog lqbl P-7 4. K7 6 r ■ ... - T. _'� rrr J` - �t#,rr ••_r_ ate•+a_�.++ ti• •-�J4 7, 4 r ti _ r. t lk r y "'r 'fir f ' ~t' P. 2'I r fl f- r' ■ r IP Jrr' • R r + �+� 'h rti � f7 '* J lb- r � . AO r i A _ I k L .111}A•�r•+ pir IL ! 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V i'` 3 IL IN d7 rr Ti r ti + * `4j+J Ir L -C i L L , qp Ldp 46 ` y F TI!••T'sIFT � • yy L _ 4 J F wy +Y tip. `r p� 96 kp, Y . �Ya .. � -_� i4 j" J_ -.6 16F& A F r r - ATTACHMENT A "'O. 0 R A1) 0 Avon Community Development Department 100 Mikaela Way PO Box 975 Avon, Colorado 81620 www.avon.org ❑ If owner is an individual; indicate name exactly as it appears on the deed. ❑ If owner is a corporation, partnership, limited partnership, or other business entity, name principals on a separate page. Please include the articles of organization, partnership agreement, etc., as applicable. ❑ If owner is a land trust, name beneficiaries on a separate page, ❑ If applicant is a lessee, indicate the owner(s) on a separate page. ❑ If applicant is a contract purchaser, attach a copy of the contract, and indicate the owner(s) on a separate page. Please provide the name(s), mailing address(es), street address(es), and phone number(s) for all owners. Property Ownership Affidavit r' r �* fr' / �/�1 here rtify and affirm that I am (we are) the owner s) of the property described as S l "a14d which tFie subject of the application q,7 (we) acknowledge that until paid, ALL LAND USE APPLICATION FEES, INCLUDING FEES FOR PROFESSIONAL REVIEW SERVICES, SHALL BECOME AND REMAIN A FIRST AND PERPETUAL LIEN ON OR AGAINST THE SUBJECT PREMISES. Executed this /L day of LTIZZO 20� Ii (To be signed by all record owners). Signature Title G' Mailing Address: �t! Phone Number:<°`N J d l ATTACHMENT A Account: R059541 <-Prev 3 of 3 Results Location Owner Informatio►► Situs Address 002190 SADDLE RIDGE LP #B Owner Name ZIEGLER, CHADD Tax Area SC001 - AVON (TOWN) - SCO01 Owner Address PO BOX 6272 Parcel Number 1943-354-03-026 VAIL, CO 81658-6272 Legal Summary Subdivision: WILDRIDGE SUBDIVISION Block: 1 Lot: 12-B Energy Smart Ilome Transfers Sale Date 10/11/2013 12/10/2014 12/10/2014 Images • Photo • Sketch • GTS Sale Price Assessment Histo►y _ti- __._ Actual (2023) $1,329,460 Assessed $92,400 Tax Area: SC001 Mill Levy: 63.4800 Type Actual Assessed Acres SQFT Improvements $1,133,460 $78,780 2784.000 Land $196,000 $13,620 0.574 Doc Description PLAT RATIFICATION QUITCLAIM DEED WARRANTY DMD QUIT CLAIM DE1';D ATTACHMENT A Avon CommunitytDevelopment Department 100 Mikaela Way PO Box 975 Avon, Colorado 81620 www.avon.org IIWe permit f fA I / (Authorized Representative name) to act as my/our representative in any manner regarding this application, to answer questions and to represent me/us at any meeting and public hearing(s) which may be held on this application. IME understand that the Town will send all correspondence to the authorized representative. It will be the representative's responsibility to keep the owner(s) adequately informed as to the status of the application. 641 2,44L - Signature 6 , 1r //� Property Owner Name (printed ) Address Phone Number �00/ c o Y/ AVON PLANNING & ZONING COMMISSION MEETING MINUTES TUESDAY, JULY 18, 2023 100 MIKAELA WAY -AVON COUNCIL CHAMBERS n C O L O R A D O 1. CALL TO ORDER AND ROLL CALL ACTION: THE MEETING WAS CALLED TO ORDER BY PZC CHAIRPERSON ANTHONY SEKINGER AT 5:06 PM. A ROLLCALL WAS TAKEN, AND PLANNING COMMISSIONERS PRESENT WERE BRAD CHRISTIANSON, BILL GLANER, ANTHONY SEKINGER, OLIVIA COOK, AND TOM SCHAEFER. ALSO PRESENT WERE APPLICANT JEFFREY MANLEY, AIA, DIRECTOR MATT PIELSTICKER, AICP, SENIOR PLANNER JENA SKINNER, AICP, AND PLANNER 1+ MAX MORGAN. COMMISSIONER KEVIN HYATT WAS NOT PRESENT. 2. APPROVAL OF AGENDA ACTION: COMMISSIONER GLANER MADE A MOTION TO APPROVE THE PROPOSED, AMENDED AGENDA. COMMISSIONER CHRISTIANSON SECONDED THE MOTION, AND THE MOTION WAS PASSED 5-0. 3. DISCLOSURE OF ANY CONFLICTS OF INTEREST OR EX PARTE COMMUNICATION RELATED TO AGENDA ITEMS ACTION: THERE WERE NO CONFLICTS OR EX PARTE COMMUNICATION DISCLOSED. 4. PUBLIC HEARING 4.1. MAJOR DEVELOPMENT PLAN- MJR23003 PLANNER 1+ MAX MORGAN ACTION: APPLICANT JEFF MANLEY REQUESTED AN ADDITIONAL CONDITION FOR APPROVAL THAT REQUIRES THE AN UPDATED LANDSCAPING PLAN THAT INCLUDES SEVERAL TREES ON THE NORTH PORTION OF THE PROPERTY, AND THAT UPDATED PLAN RECEIVE APPROVAL FROM THE WESTERN SAGE HOA. ACTION: COMMISSIONER SCHAEFER MADE A MOTION TO APPROVE THE AGENDA WITH THE ADDITIONAL CONDITION PROPOSED BY THE APPLICANT. COMMISSIONER CHRISTIANSON SECONDED THE MOTION AND THE MOTION PASSED 5-0. 5. CONSENT AGENDA 5.1. ,LUNE 6, 2023, PLANNING AND ZONING COMMISSION MEETING MINUTES ACTION: COMMISSIONER GLANER MOTIONED TO APPROVE THE CONSENT AGENDA. THE MOTION WAS SECONDED BY COMMISSIONER CHRISTIANSON, AND ALL WERE IN FAVOR. THE MOTION PASSED UNANIMOUSLY WITH A 5-0 VOTE. 6. STAFF UPDATES 6.1. APA CONFERENCE REMINDER 7. FUTURE MEETINGS 7.1. AUGUST 1, 2023 7.2. AUGUST 15, 2023 8. ADJOURN ACTION: COMMISSIONER SEKINGER ADJOURNED THE MEETING AT 5:42PM THESE MEETING MINUTES ARE ONLY A SUMMARY OF THE PROCEEDINGS OF THE MEETING. THEY ARE NOT INTENDED TO BE COMPREHENSIVE OR TO INCLUDE EACH STATEMENT, PERSON SPEAKING OR TO Page 1 of 2 PORTRAY WITH COMPLETE ACCURACY. THE MOST ACCURATE RECORDS OF THE MEETING ARE THE AUDIO RECORDING OF THE MEETING, WHICH CAN BE OBTAINED FROM THE TOWN CLERK'S OFFICE BY SUBMITTING A PUBLIC INFORMATION REQUEST. APPROVED: Q. CHAIRPERSON Page 2 of 2 PLANNING AND ZONING COMMISSION AVo n FINDINGS OF FACT AND RECORD OF DECISION DATE OF PUBLIC HEARING: July 18, 2023 TYPE OF APPLICATIONS: Major Development Plan Review (MJR) PROPERTY LOCATION: Lot 3 Block 4 Western Sage PUD ADDRESS: 5205 Longsun Ln FILE NUMBER: MJR23003 APPLICANT: Jeff Manley (Martin -Manley Architects) This Record of Decision is made in accordance with the Avon Development Code §7.16.080(c): DECISION ON MJR23003: Approved Findings: 1. The proposed application was reviewed pursuant to §7.16.080, Development Plan, and the design meets the development standards established in the Avon Development Code; 2. With conditions, the application is complete; 3. The application provides sufficient information to allow the PZC to determine that the application complies with the relevant review criteria; 4. The application complies with the goals and policies of the Avon Comprehensive Plan; 5. The demand for public services or infrastructure exceeding current capacity is mitigated by the application; and 6. The design relates the development to the character of the surrounding community. THESE FINDINGS OF FACT AND RECORD OF DECISION ARE HEREBY APPROVED: BY: DATE: PZC Chairperson PZC Record of Decision: MJR23003 Page 1 of 1