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PZC Packet 072115F Town of Avon Planning & Zoning Commission Meeting Agenda .4vo n Tuesday, July 21, 2015 COLORADO Avon Municipal Building — One Lake Street --Meetings are Open to the Public -- I. Call to Order — 5:0013m IL Roll Call 111. Additions & Amendments to the Agenda IV. Conflicts of Interest V. PUBLIC HEARING: Case #MJR15009 Property Location: Lot 79, Block 4, Wildridge Subdivision Property Address: 5705 Wildridge Road East Zoning: PUD Applicant: Jeff Manley, Martin Manley Architects Owner: Conroy Family Trust Description: The Applicant is proposing a single family detached residence. VI. Staff Approvals • Modifications to landscape plan for June Creek Corner — 2900 June Creek Trail • Landscape compliance for Beck Construction — 78o Nottingham Road VII. Meeting Minutes Approval • July 7, 2015 Minutes VIII. Other Business • Staff update: Damage to West Avon Preserve — Enforcement and action taken IX. Adjourn 1 _r".w Fvx --Y IIt —I:) — I.— I-1—v[11s vv Iu III u— I—II v1 -Avon Municipal Building -Avon Recreation Center -Avon Public Library -Town of Avon Website www.av_onorg — Please call 970-748-4030 for Directions A Staff Report: Ava n CmLOX 90 Case #MJR15009 Major Development Plan & Design Review July 21, 2015 Planning & Zoning Commission Meeting Project type Major Design & Development Plan MJR15009 Public Hearing Q Required ❑ Not Required Legal Description Lot 79, Block 4, Wildridge Subdivision Zoning Planned Unit Development (PUD) Address 5705 Wildridge Road East, Avon CO 81620 Prepared By Brian Garner, Town Planner Staff Report Overview This staff report contains one application for consideration by the PZC: 1. Major Development Plan with Design Review for a proposed new single -family - detached residence in Wildridge. Application Purposes 7.16.80 Development Plan The purpose of the Development Plan review process is to ensure compliance with the development and design standards and provisions of this Development Code. It is designed to encourage quality development reflective of the goals, policies and objectives of the Comprehensive Plan. 7.16.90 Design Review The purpose of the design review process is to ensure compliance with the development and design standards of the Development Code prior to the issuance of a building permit or concurrent with other required permits and to encourage quality development reflective of the goals and objectives of the Avon Comprehensive Plan. Summary of Request Representing the property owner, Conroy Family Trust is Jeff Manley of Martin Manley Architects (Applicant). The Applicant has submitted a Major Design and Development application for one (1) new single -family -detached residence on Lot 79, Block 4 of the Wildridge Subdivision, addressed as 5705 Wildridge Road East (the Property). The proposed project is a two-level single -family -detached residence consisting of an attached 3 - car garage and a total livable area of 4,148 square feet. The maximum proposed ridge height is thirty-four feet, ten -and -a -half inches (34'- 10.5"). The building footprint site coverage is 3,381 square feet. July 21, 2015 Planning and Zoning Commission Meeting Page 11 5705 Wildridge Road East - Lot 79, Block 4, Wildridge Subdivision / Major Design & Development Public Notice Notice of the public hearing was published in the July 10, 2015 edition of the Vail Daily in accordance with Sec. 7.16.020(d) of the Avon Development Code. Mailed notice is not required for this type of application. A public hearing will take place pursuant to the Avon Development Code. Background & Property Description Lot 79 is a duplex -zoned property containing 0.61 acres/26,571 square feet, and is located on the south side of Wildridge Road East. Access to the lot is proposed to be provided by one new driveway from Wildridge Road East at the northeast corner of the Property. The topography drops somewhat steep off the edge of asphalt toward the southeastern property lot line and the property is rectangular in shape. Planning Analysis Allowed Use and Density: The Property is zoned Planned Unit Development (PUD) and is located in the Wildridge Subdivision and has development rights to construct a single -family - detached unit or a duplex. Lot Coverage, Setback and Easements: The applicant is proposing twenty-six percent (26%) lot coverage, which complies with the maximum fifty percent (50%) allowed by zoning. This July 21, 2015 Planning and Zoning Commission Meeting Page 12 5705 Wildridge Road East - Lot 79, Block 4, Wildridge Subdivision / Major Design & Development represents all impervious surfaces compared to the total area of the Property, excluding the areas rendered undevelopable including utility easements and steep grades. The proposed structure is in compliance with the setbacks and easements. Setbacks 25 -foot front yard 10 -foot side, 10 -foot rear Lot 79 contains the standard seven and one-half foot (7.5') drainage & utility easements on the side property lines; a ten foot (10') utility & drainage easement on the rear property line; and a ten foot (10') slope, maintenance, drainage & snow storage easement on the front property line. Building Height: The maximum building height permitted for this property is thirty-five feet (35'). The applicant is proposing a maximum building height of thirty-four feet and ten -and -a - half -inches (34'-10.5") according to the development plans. An Improvement Location Certificate (ILC) is required during construction to verify compliance at foundation inspection. Parking: The parking requirement is three (3) parking spaces per unit for units over 2,500 square feet. The Applicant is proposing three (3) garage spaces and three (3) driveway spaces. Outdoor Lighting: The Applicant is proposing to use dark sky -compliant lighting fixtures exclusively for outdoor applications that will be compliant with the Dark Sky Ordinance. Snow Storage: The total driveway area for Lot 79 has 2,190 square feet of surface area requiring 458 square feet of snow storage and the Applicant is proposing 575 square feet of snow storage. The snow storage area proposed exceeds the minimum requirement of twenty percent (20%) of the driveway area. Driveway Access: The plan meets the requirements of the residential driveway requirements of the Development Code as proposed. Design Standards Analysis Landscaping: The proposed landscape plan meets the minimum landscape area requirements, maximum irrigation area requirements, and total landscape unit calculation as required by the Development Code. The landscape is proposed to consist of natural grass areas temporarily irrigated until established. Additional plantings include the use of deciduous and evergreen trees, shrubs and perennial groundcovers. Irrigation: The Applicant is proposing permanent irrigation for all trees and shrubs shown on the landscape plan totaling 6,642 square feet of the 19,747 square foot landscape area. Permanent irrigation is proposed for 2,000 square feet of landscape area, less than the maximum allowed 3,950 square feet (20%). §7.28.050(e) requires that the development provide 133 Landscape Units based on the 6,642 SF of total landscaped area. The applicant is proposing 162 Landscape Units through the materials July 21, 2015 Planning and Zoning Commission Meeting Page 13 5705 Wildridge Road East - Lot 79, Block 4, Wildridge Subdivision / Major Design & Development discussed above. Therefore, the Application meets the 20% minimum requirements for landscaped area, 20% maximum irrigated area, and awarded landscape units. Building Design, Building Materials and Colors: The primary exterior building materials and colors being proposed are included in the attached application materials. The materials and colors proposed were reviewed for conformance with Sec. 7.28.090(d) Generally applicable Residential Design Standards and 7.28.090(e) Design Standards for the Wildridge Subdivision and determined to be compliant with all applicable design standards. The proposed stucco color "Indiana Limestone" has a Light Reflective Value (LRV) of 60 where a maximum of 60 is allowed. Roof Material and Pitch: The roof material and pitch were reviewed for compliance with Sec. 7.28.090(d)(3) Roofs. The Applicant is proposing to use asphalt shingles and metal for all primary roofing. The primary roof forms consist of roofs with a pitch ranging from four -to - twelve (4:12) to eight -to -twelve (8:12) which is compliant with the minimum (4:12) and maximum (12:12) allowed by the Development Code. Metal roofs are proposed with a pitch ranging from three -to -twelve (3:12) to four -to -twelve (4:12), compliant with the minimum 3:12 pitch allowed by the Development Code. Single -Family and Duplex Residence Garages: According to Sec. 7.28.090(i)(2)(i) of the Development Code, "Front -loading (street -oriented) garage doors shall either recess behind the front fagade of the dwelling portion of the structure or a front porch or recess beneath a second floor bay." The proposed structure does contain street -oriented garage doors that are recessed behind the dwelling portion of the structure (the living area is closer to the front setback line than the garage within the building envelope). Design Standards for the Wildridge Subdivision. This section of the Avon Development Code is included for PZC review of the Wildridge- specific design standards in order to determine whether the application meets the intent and requirements of the code. It should be noted that some design standards are requirements where the word "shall" is used and other design standards are guidelines where the word "should" is used. Intent: To preserve and enhance the aesthetic qualities of the natural hillsides by designing projects which relate to the slope of the land and minimize the amount of project grading; and To promote development which is visually compatible with the natural topography of the surrounding area. Building Height on Steep Slopes. Determining building height on steep slopes has frequently resulted in three-story walls on the downhill side that create an overbearing presence on properties below. Therefore, the visual impact of building height and massing on lots with steep slopes shall be reduced by articulating the building facades and creating proportional stories in a multi -story building. Building height will be reduced for buildings or portions of buildings with flat roofs as follows: • Four -to -twelve (4:12) roof slopes or greater: thirty-five (35) feet. • Less than a four -to -twelve (4:12) roof slope: thirty (30) feet. July 21, 2015 Planning and Zoning Commission Meeting Page 14 5705 Wildridge Road East - Lot 79, Block 4, Wildridge Subdivision / Major Design & Development BuildingDesi,,n: Buildings shall have street facing architectural details and elements which provide a human scale to the facade. Flat, monotonous facades shall be avoided. The design of a structure shall create variety and interest along the street elevation. A significant alteration of the massing and composition (not just the exterior colors and materials) of each house or each townhouse or duplex unit must be accomplished. The use of architectural features that increase visual prominence should be avoided. Massive, tall elements, such as two-story entries, turrets and large chimneys, should be avoided. Such elements on the downhill face of the structure are of particular concern. Staff Response: The north (front) fagade of the residence is approachable in scale and design and respects the intent of the Wildridge Design Standards by utilizing street -facing architectural elements such as the covered entry and porch. Additionally, the design incorporates 4 -sided architecture so that the residence is aesthetically pleasing when viewed from adjacent properties, without having an overbearing presence. Planning & Zoning Commission Decision Major Development Plan & Design Review - Review Criteria §7.16.080(f), Development Plan (1) Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; Staff Response: The proposal is in compliance with the purpose provisions outlined in the Development Code. Specifically, the design compliments the design and form of the other structures in the vicinity. Section 7.04.030(1) of the development code contains language to promoting "architectural design which is compatible, functional, practical and complimentary to Avon's sub -alpine environment." (2) Evidence of substantial compliance with §7.16.090, Design Review. Staff Response: Staff finds this Major Design and Development Plan application in substantial compliance with the Design Review criteria in the Development Code. The Design Review section seeks quality development and structures that are visually harmonious with their site and surrounding vicinity. Conformance with this code section is discussed below in response to the Design Review criteria. (3) Consistency with the Avon Comprehensive Plan; Staff Response: The site is located in the Wildridge Residential District (District 24) in the Comprehensive Plan. The Wildridge Residential District includes principles that encourage structures be compatible with one another and in harmony with the natural surroundings. This Application proposes architectural massing, materials, colors, design and landscape that are consistent with the Goals and Policies contained in the Comprehensive Plan. July 21, 2015 Planning and Zoning Commission Meeting Page 15 5705 Wildridge Road East - Lot 79, Block 4, Wildridge Subdivision / Major Design & Development (4) 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: Lot 79 has development rights to construct two (2) total units, in the form of one (1) single -family -detached (SFD) residence or one (1) duplex. The application is in conformance with the accompanying requirements of the PUD zoning and recorded subdivision plat. (5) 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; and Staff Response: In addition to the above -referenced provisions of the Development Code, the property is subject to the Wildridge PUD standards. The analysis contained in this staff report ascertains that the proposed development is consistent with the applicable Development Code and Wildridge PUD standards. (6) That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services. Staff Response: The Applicant has demonstrated that the proposed development can be served by all city and special district services in the area. There is no change in adequate water rights for the property since Lot 79 was originally entitled for two (2) dwelling units and only one (1) dwelling unit is proposed to be constructed. $7.16.090(f), Design Review (1) The design relates the development to 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 architecture, materials, color palette and landscape is similar in character to other single-family homes in the neighborhood which feature wood and/or stucco siding, stone wainscot and earth tone colors. Additionally, the landscaping is proposed to consist of a mix of evergreen and deciduous native to the area which is common throughout the neighborhood. (2) The design meets the development and design standards established in this Development Code; and Staff Response: The design is compliant with the development and design standards contained in the Development Code as determined by the above analysis. (3) The design reflects the long range goals and design criteria from the Avon Comprehensive Plan and other applicable, adopted plan documents. Staff Response: Applicable adopted plans include the Avon Comprehensive Plan and Wildridge-specific provisions of the Development Code. The design has been evaluated for conformance with these plans and staff has determined the proposed design meets the requirements as proposed. July 21, 2015 Planning and Zoning Commission Meeting Page 16 5705 Wildridge Road East - Lot 79, Block 4, Wildridge Subdivision / Major Design & Development Staff Recommendation for MJR15009 Major Design & Development Plan: Staff recommends approving the Major Design and Development application for Lot 79, Block 4, Wildridge Subdivision with the following findings of fact: Potential Findings Should PZC Approve the Application: I. The design meets the development and design standards established in the Avon Development Code. 2. The design relates the development to the character of the surrounding community. 3. The design reflects the long range goals and design criteria from the Avon Comprehensive Plan. Recommended Motion: I move to approve Case #MJR15009, an application for Major Design and Development Plan for Lot 79, Block 4, Wildridge Subdivision with one condition and the findings of fact. Attachments A. Application Materials — Design & Development Plans July 21, 2015 Planning and Zoning Commission Meeting Page 17 5705 Wildridge Road East - Lot 79, Block 4, Wildridge Subdivision / Major Design & Development EDGE OF & G AP FOUNDS NO 544-7 PL 8651.1T'� �ELEV - 75 a 00 M M r Lf) r O N co UTILITY DRAINAGE EASEMENT LE MN 0100 SEW ER MANHO - g615.0 RIM ELEV - g610.0 IN RAS SE OF ELEVATIONS dodo doso 40 do', ` dp dp /dp•' R R R DRIVE AREA = 2,190 S.F. REQUIRED SNOW STORAGE = 20% OF 2,190 S.F. = 458 PROVIDED SNOW STORAGE = 575 S.F. �iLiTY &- DRAINAGE EASEMENT PROVIDE STAKED STRAW ROLLS AND JUTE MAT AT DRAINAGE SWALES TO CONTROL EROSION. PROVIDE STRAW ON STEEPER HILL SIDES TO HOLD REVEGITATION SEEDING AND SOIL IN PLACE. PROVIDE SILT FENCING AT DOWHILL SIDE AT LIMITS OF DISTURBANCE FENCING. ALSO PROVIDE SILT FENCING ALONG SIDE LIMIT FENCING AT DRAINAGE PATHS TOPSOIL IS TO BE SAVED AND STORED IN THE SOUTHEAST CORNER OF THE LOT DURING CONSTRCTION. � sop sop � c AP UNO PIN P L.S. NO g639.46') �ELEV. E DR AIN AGE SLOPE MAINTE AGEGEASEMENT SNOW STOR T_O_ WALL 8636 B.U. WALL 8634 OUTLINE OF g UILOING UTILITY & ORA�NAGE EASEMENT 8, c AP FOUND pIN 30116 P •L.S. No 8616.94 i Goo PHONE PED. Site Plan W J �E Z �o w 00U vi LL U � O H U!E U O a� L> ■ W r , ■ W Lo r` co •ZU 00 ooE C14 Lo c:m Q x co �— m co a� Qcr- co co 75 -5 o�-0= ccoo o-070= cu UQQdL m UQQdLL m c U)Iva)c cu c-a70oxE o a70= co U Q Q 0- LL a> CD N .� co co co 0 OU w c/) LL �, :> o cD U -0 > Z Q z O-0UO 0)w 70-0 Z O E_ Q U� �z z . 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C/) �O -0 U) �. 0 �Q (n CnIN O 0)W -0-0 0 Z O E -o cu U� ff< > U • Q Q 0-0 L0 W O L0 CK U 6 z 2(nU)BU)(n ;= o-0-0= cxa C)UQQa-L m o-0-0= CU UQQa-Li m c co c -a-0 o x E CO (_5QQa-LL d) � CD N 0 o � o � a 0 C'A 0 Q U 0 d O N C: 00 0 U W .�. C/) �O -0 O> Z Z 0 �Q (n CnIN O 0)W -0-0 0 Z O E -o cu U� ff< �z Z • Q Q 0-0 L0 O L0 U � CD N 0 o � o � a 0 C'A 0 Q U 0 d CONROY RES DENCE 5705 Wildridge Road East Avon, CO 81620 .......................................................... .......................................................... PLANNING AND ZONING SET ZONING INFORMATION Lot Area = .61 acres = 26,571.6 s.f. .................................................... Maximum Site Coverage = 50% of Lot Area = 13,285.8 s.f. ........................Minimum Landscape Area = 25% of Lot Area = 6,642 s.f. ................................................................................................ Proposed site coverage by building = 3,381 s.f. Proposed impervious drive material and patios= Drive(2,190 s.f.), Patios/stairs (1,440 s.f.) Imperv. area =building 3,381 s.f. + drive 2,190 + Patios not covered by building 1253 s.f. =6,824 s.f. (Lot area 26,571.6 s.f.)- (imperv. area 6,824) = 19,747.6 s.f. of landscape area (74%) Proposed Landscape Area Provided = 19,747.6 s.f. of landscape area (74% of lot square footage) Setback front: 25-0", sideyard and Back = 10'-0" Setback exceptions: Patios, walks, at -grade decks & steps may project into setback, no restriction. Density by Right = 2 family residence Proposed Density = 1 single family residence ..............................Maximum Height = 35'-0" .................................................. . .............................. Proposed Height = 34'-10 1/2".................................................. ................................................................................................................... Parking Requirements: 3 spaces required Snow Storage: 20 % of 2,190 S.F. Drive = 458 s.f. of snow storage required Proposed snow storage = 575 s.f. Exterior Lighting: Dark sky compliant, Zoning info 1/411 = 1'-0" CONSTRUCTION DOCUMENTS NOTE: THESE CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL SHEETS HAVE BEEN PREPARED IN RESPONSE TO THE SPECIFIC BASIC SERVICES REQUESTED BY THE OWNER CONTEMPLATING CONTINUED INVOLVEMENT, SELECTIONS AND DECISION MAKING BY THE GENERAL CONTRACTOR AND OWNER THROUGH COMPLETION OF CONSTRUCTION. THESE DOCUMENTS INDICATE THE SCOPE OF ARCHITECTURAL DESIGN CONCEPTS APPROVED BY THE OWNER AND INCLUDE DIMENSIONS OF THE BUILDING, THE TYPES OF STRUCTURAL SYSTEMS AND AN OUTLINE OF THE ARCHITECTURAL AND STRUCTURAL ENGINEERING ELEMENTS OF CONSTRUCTION. THESE CONSTRUCTION DOCUMENTS PROVIDE THE SCOPE OF SERVICES AS OUTLINED IN THE AGREEMENT FOR ARCHITECTURAL SERVICES AND THEREFORE DO NOT NECESSARILY INDICATE OR DESCRIBE ALL MATERIALS REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE WORK. IT IS THE UNDERSTANDING OF THE ARCHITECT AND ENGINEER THAT THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK REQUIRED FOR PROPER COMPLETION OF THE WORK AND THAT THE WORK SHALL BE OF SOUND AND QUALITY CONSTRUCTION IN ACCORDANCE WITH INDUSTRY STANDARDS AND ALL MANUFACTURERS SPECIFICATIONS, INSTRUCTIONS, AND WARRANTY REQUIREMENTS. THE CONTRACTOR, BASED ON THE FOREGOING, SHALL PREPARE FOR OWNER REVIEW A REALISTIC BUDGET WITH A LATITUDE OF PRICES BASED ON ASSUMPTIONS OF SCOPE OF WORK AND OWNER PRODUCT SELECTIONS. CONTRACTOR'S RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS, CONSTRUCTION DOCUMENTS, STRUCTURAL DOCUMENTS, MUNICIPAL AND/OR COUNTY ZONING CODES, PERTINENT IRC 2009 CODE REQUIREMENTS, AND GENERAL SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL ENGINEERING, DESIGN, SPECIFICATIONS AND DRAWINGS AS REQUIRED FOR BUILDING PERMIT AND APPROVAL BY OWNER AND ARCHITECT. ................................................. . ................................................ .......................................................... Q M L0 0 N O n 3D View from east on road IIII��!�JI 1"M W MARTIN M A N L E Y ARCHITECTS Date: 06.29-2015 CONROY EXTERIOR COLORS: Roofing: Lifetime TL asphalt shingles: Elk-Gaf- Color: Weathered wood Flashing and Gutters: Paint lock aluminum Color: charcoal Typical Vertical Siding: Board and Batten siding 8" exposed face 2 5/8" battens Calor: Porter semi -transparent, Mushroom 910 Timbers, Fascia, and Horizontal Siding: 2x8 and 2x12 Fascia Trim 2X12 Belly Band 2X92 Ship Lap siding (10" exposed face) Color: Porter semi -transparent, Ginger Windows: Pella Aluminum Clad windows and doors Color: Iron Ore Drive: Asphalt drive Entry walks, and terrace: Gallegos -CO Buff, rectilinear shapes Stone Veneer: I TBD Dry Stack, Larger format stones, minimize srrall stones, Horizontal/linear stack Same stone for wall caps Typical stucco: Sto, Light sand texture Color: Indiana Limestone STO 10622 (LRV 60) IF Weathered wood Iron Ore- windows 0111 3D View from west on road VICINITY MAP. PROJECT INFORMATION Single Family Residence Owner: Cathleen A. Conroy Family Trust Cathy Conroy and Todd Nathan 960 Sweet Grass Circle Aurora, Ohio 44202 Location: Lot 79, Wildridge Subdivision 5705 Wildridge Road East Avon, CO 81620 Parcel #: 1943-351-02-006 Class of Work: New Type of Construction: Type V -N Type of Occupancy: R3 (single family) Levels: 1 -story +basement Sprinklered: No Architect: Martin Manley Architect Jeffrey P Manley AIA PO Box 1587 Eagle, CO 81631 970.328.5151 jell@martinmanleyarchitects.com General Contractor: DW Dantas Construction LLC Dave Dantas PO Box 2322 Avon, CO 81620 970.376.6111 dave@dwdantas.com .................................................. ................................................ ............................................................ W J �E 00 o U w 00 U U a !F � O } ■GV O mL) W >, ■ w I co is Z t? L oo E c'� E Q o X M �- m° E a� co M�� 75 -5 W��� 022C 8 o-0-0.° M o��.0 x. E UQQdU_ m UQQ0-� a> c cU(n(n " 0 U, in 2 0 c ca �1-8 o x E o0-0� c� 0<<a.L. m Cn O N .� co IT— co 0 w 0 O � � •� 1111 a� o 0 > Z Z O 0 J) o IN L W 0) LJ 0 70_0 Z O E� Q o CD V � (D U � Z ■ Q O -0 Q J = J Ln O Lid U0 0- 0 Z O o _� Q > y LU „ � o 0 Z T O N O r � � r` 0 O � LU O O E U � c U 0), T O N O r � � r` 0 O � LU O O E U � c U 0), Area Schedule (Livable Area) Name 215 SF Area Garage and Mech/storage Area Schedule Name 215 SF Area Garage. 1204 SF Mech/Storage Area. 215 SF UNFINISHED UNDER GARAGE STORAGE. 1049 SF Q M Co Lf7 L0 O N O W J �E cY) o U W V) U wl LL Q LL U!ELi O m HLoM ■ W Lq r": Co ■ Z u 00oo E c'I -E Q O x Cu �— mo E a- CoU)� CuU)U) -5w� � U)2�� 07070= m oa-0= m UQQdL a� UQQa- LL a> c M(n(n " 0 fn -0 o x E o-0-� M UQQdu- d) Cn O N E Co C Co _ ° w o � .> o CD v > Z Q z 0J) O 0)w o 70 -0 Z E� Q o�(D z Q o-0 Q J = J n O UCo 0 z O o (n a W w lZd T o N O O � T T 0 E c� a A Q O c U T o N O O � T T 0 E c� a A Q O c U 75 Lf) 00 Lf) m LO C) O 0 0 mi Ak* qw Ib a -0 -AV r77I.W.W., qw7w,le XPP Site Plan areial 1 if = 201-011 +0 A6& EDGE OF & G AP FOUND S I NO 5447 PL 8651.17' �ELEV - 75 M W Lf) m Lf) r O N O UTILITY DRAINAGE EASEMENT LE MN 0100 SEW ER MANHO - g615.0 RIM ELEV - g610.0 IN RAS SE OF ELEVATIONS dodo doso 00 do d, ` dp dp /dp•' R R R DRIVE AREA = 2,190 S.F. REQUIRED SNOW STORAGE = 20% OF 2,190 S.F. = 458 PROVIDED SNOW STORAGE = 575 S.F. �ILiTY &DRAINAGE EASEMENT PROVIDE STAKED STRAW ROLLS AND JUTE MAT AT DRAINAGE SWALES TO CONTROL EROSION. PROVIDE STRAW ON STEEPER HILL SIDES TO HOLD REVEGITATION SEEDING AND SOIL IN PLACE. PROVIDE SILT FENCING AT DOWHILL SIDE AT LIMITS OF DISTURBANCE FENCING. ALSO PROVIDE SILT FENCING ALONG SIDE LIMIT FENCING AT DRAINAGE PATHS TOPSOIL IS TO BE SAVED AND STORED IN THE SOUTHEAST CORNER OF THE LOT DURING CONSTRCTION. � sop sop � c AP UNO PIN P L.S. N°. g639.46') �ELEV. E DRAIN AGE SLOPE MAINTE AGEGEASEMENT SNOW STOR OUTLINE OF g UILOING UTILITY & DRAINAGE EASEMENT 8, G AP FOUND PIN 30116 P •L.S. No 8616.94 i GNP PHONE PED. � Site Plan W J �E z o W 00 U 14 U O LL U� i3 O m L ■ w >, ■ W IL0ti Co ■ Z U 00 ooN Lo E m m m E a Qcr- c c co co�� cn -5 cn �NNc '� �N�� 0-0-0= m o -0 70 = cu UQQdL m UQQdti m c U)Iva)c cu c-a70oxE o a 70 = m U Q Q 0- LL a> CD N .� co co co 0 OU w c/) LL �, :> o cD U -0 > Z Q z O-0�O 0)w 70-0 Z O E_ Q U� �z z . Q o-0 Q O L0 :E1 U � r O N O r O r Lc) r Lu � O y J ■ E U � _ � U .O Q_ Q 0 O o W O Z � r O N O r O r Lc) r Lu � O y J ■ E U � _ � U .O Q_ Q &. C AP FOUND PIN 5447 P .LS. 865A '17'i �ELEV. 75 Q M 00 LP M LO 0 N O i \1 11� "� V I -,- if �5"_: UTILITY � EASEMENT MH 0100 ER M ANNOLE g615.0' . SEW RIM ELEV. = F 0.0 IN gEAsls of ELEVATIONS �Iu�Y &DRAINAGE EASEMENT �' 010 &CAP FOUND PIN 544 p.LS NO g639 46') (ELE\ Symbol Name Size Count Conifer Trees 2 CS Colorado Spruce 6-8' tall 2 (Picea pungens) Deciduous Trees 25 QA QUAKING ASPEN 2.5" CAL. 23 (POPULUS TREMULOIDES) Q_ MM ROCKY MOUNTAIN MAPLE 2.5" CAL. 2 (ACER GLABRIUM) Deciduous Shrubs 43 LL DWARF KOREAN LILAC 5" GAL. 7 (SYRINGA MEYER[ 'PALABIN') SP SNOW MOUND SPIREA 5" GAL. 12 (SPIREA NIPPONICA) SB SERVICE BERRY 5" GAL. 9 CE COTONEASTER DAMMERI CORAL BEAUTY 5" GAL. 15 (COTONEASTER DAMMERI) Perennial Ground covers GC SNOW IN SUMMER, STONECROP, CREEPING 2400 square feet of cover. PHLOX, NATIVE LOW -GROW GRASSES, (1500 S.F. w/ permanent ROCKY MTN. FESCUE drip or micro -spray) Mulched Areas Area =250 s.f. MULCH SHREDDED BARK MULCHED AREA - AROUND TREES AND SHRUBS NOT COVERED BY GROUND COVER Natural Grass Areas (reveg) Area = 15,500 s.f. approx NG MIX OF GRASSES AND FESCUE SEED. ARKANSAS VALLEY SEED COMPANY, NATIVE Temporary Drip Irrigation as LOW GROW MOUNTAIN MIX. A SPRAY MIX OF needed to establish FERTILIZER AND SEED WILL BE APPLIED TO ALL DISTURBED AREAS OF THE SITE AND BE TEMPORARY DRIP IRRIGATED. _CSS =— SPRUCE �Q MM ASPEN y�Y �iy LILAC rSB fS'FP SIPREA SERVICE BERRY ce COTONEASTER t GROUND COVER III NATURAL GRASS AREA IRRIGATION NOTE: 1 ALL RESEEDED AREAS ARE TO TEMPORARY DRIP IRRIGATION 2 THE GROUND COVER AND PLANTING BEDS ARE TO RECIEVE A COMBINATION OF PERMANENT MICRO SPRAY AND DRIP IRRIGATION 3 PORTIONS OF THE LAWN AREA BETWEEN THE GARAGE AND SOUTH PROPERTY LINE EDGE ARE TO RECEIVE SPRAY IRRIGATION (1500 S.F.) TOTAL OF PERMANENT DRIP AND SPRAY IRRIGATION AREA OF 3,000 S.F. (1500 S.F.+1500 S.F.) IN1EN ANC E' DRAIN AGE &op STORAGE EASEMENT 1 Landscape Plan V= = 10'-0" ONLINE OF auILDING UTIU7Y & DRAINAGE EASEMENT & c AP FOUND PIN 30"6 P.L.S. N°. g616.94i P -E P� Landscape and Irrigation table Lot Area = .61 acres = 26,571.6 s.f. Maximum Site Coverage = 50% of Lot Area = 13,285.8 s.f. Minimum Landscape Area = 25% of Lot Area = 6,642 s.f. 0 PLANT LIST U 1 of = 10'-0" (Lot area 26,571.6 s.f.)- (imperv. area 6,824) = 19,747.6 s.f. of landscape area (74%) Proposed Landscape Area Provided = 19,747.6 s.f. of landscape area (74% of lot square footage) Max Irrigarion area = 20% of 19,747.6 s.f. = 3,950 s.f. Proposed Temp Irrigation areas only 2,000 s.f.. Landscape Units = 6,642 s.f. / 50 s.f. per unit =132.84 units 25% Landscape Units to be provided be trees = 25% of 133 units =33.25 units by trees Landscape Material (trees) Deciduous 1.5" -2.5" caliper/clump = Evergreen 6'-8' high = New 4 units per tree X 25 =100 6 units per tree X 2 =12 Landscape Material (shrubs) New Shrubs, 5 gallon = 1 unit per shrub X43 =43 Existing retained 4 units per tree X 0 =0 11 units per tree X 0=0 Existing retained 1.2 units per shrub X 0 =0 Perennial Ground covers 1 unit per 400 s.f. 2400 s.f. proposed / 400 s.f.=6 units Hardscape Material Units Awarded calculation Shredded Bark (mulch at planting beds around trees)1/500 s.f. 500 s.f. planting bed area/500 =1 subtotal Total Landscape Units Proposed (133 required) LANDSCAPE UNITS 1/411 = 1'-0" Units 100 units 12 units Units 43 units Units 6 units Units 1 Units 162 units 162 units W J �E CIO o W op U U O I U� L) O m L 40 W >, ■ W IL0ti Co in Z u 0066 E M Q O X M m° - 0- Q c c Co � 75 c � � 0-0-0= M o -0 70 = CU UQQa_L m UQQdL a> CU U)(n a) a) co C-0ox� o a70� M , U Q Q a_ LL m O CON CO 0OU w C/) �U LL �, o (D U -0 > Z Q Z 0 -0 u) o IN 0)w 70 -0 Z 0 E c� Q U� �z Z . Q o-0 Q LO C:) U R (n Z � O o (n a LLI IY � 0 Z (3) (D LC4 O O o LO O r ti o � a N a� � N E � =3 J 4- (D aD � � 'o 0 Q_ 5 A4.1 Q co M 00 (D N O 24 A3.1 3 A4.1 4'-9" 2'-6'1 I IIS SII r/ M 5'- 3 1/2" 11 1/2" - d d 7FWIC CL0-N c X102 °° 0o N I a Game CLO 1033 4'-9„ / i N � o M ALCOVE JA K AND JILL 105 I BATH 16'-8" GAME ROOM 108 2 A4.1 A3.1 1 MECH/STORAGE 115 A3.2 2 u E 0 0 </ UNFINISHED UNDER GARAGE 116 / BEDROOM 112 - - -FAMILII'I _ ------ I e o o IL ------- 109 III 11 BEDROOM WIC CLO I BAR co M w i'i 106 q0-7� 110 �\ -3" 22'-6" 14'-6" iL-------- \ — — — — —2'- 0 12" 8623'- 0" L- F— \ i----- L 8623'- 0" II AV FIF-7 F- -1 iu 8622' - 6" -Jt! L Q 0� C] _ 0 _ TOP OF FINISH�� EDF ED =�Q - = - i= �� =[ - _ �� L L J�=Q �ME J = c QQ- o oQ�� oQa ° = oQ�Q oh[j �] - -o - _ � - [ - o - = o - - - CQo °� 000 °o�C�o °� oC�o Q EDC�b� oQ � - � oQ QF r LlCD CDL� Q�_] Q�Q�� UJ�Q�� l 8621' - 101=��Q� ��Q 000E:= ED CD ED ED �- Qo =�Qo = QQQo°--°Qoo__-_�___-_-______ - - o�QQ Qa - o00 = - ooQ QQ - oL FIE] El QQ QQ QQ LIE OF QQ QT QQQ oQ c�Q c�Q c�Q oaaQC°aoQ - = o=�ooeQaoao QoaeQaooe�Q oQQo oCQQ- o - _ - _ ° = o oQQQ-°Q- QQ°°- °_ aQQ E°Q El --°°Q Q = [8622'- 0 1/2" 1 GAS FIRE PIT �� _ QO ° A3.2 = Oa = Oa = =-Q- �O _ �Q- 20 Q E] _ 1Q 21.000 C�Q�� 18 °Q[]C 1- ] aF 86200 -10" _ 13'-0" " \A C C U) W En cu A3.3P v c M U P P c cu 3 0--aa-0 m oa-0= m .q UQQdLL d) a-LLa a 2 floor drains in the area KEG STORAGE. PROVIDE CONDUIT TO BAR AREA FOR SERVICE P. c co C -a -0 OX E O -O-0= M 1 Uaaau- d) 1 01.0 Lower Floor = 1'-0" 1/411 cn W J �E cY) o U W Y) U I1 Q ILL ILLU!E N o Li O m c: O W H 7- >, ■ 2! O W c _ Lq r,.: ca ■ Z opoc, E Z tY c'� —a 0 Z o I X cu L-- ca Q m O 0 a ICY) 0) Z Q o- U) a C C U) W En cu A3.3P v c M U P P c cu 3 0--aa-0 m oa-0= m .q UQQdLL d) a-LLa a 2 floor drains in the area KEG STORAGE. PROVIDE CONDUIT TO BAR AREA FOR SERVICE P. c co C -a -0 OX E O -O-0= M 1 Uaaau- d) 1 01.0 Lower Floor = 1'-0" 1/411 cn N o c: O oo O F— w (n 2! O ffnnV W v �Q > Z Z -0cj) Z 0 L 7 0)W 0 Z O� O� L-- ca Q O 0 z ICY) 0) Z Q o- U) a J = J LO O �a U W w 6 z C C U) W En cu A3.3P v c M U P P c cu 3 0--aa-0 m oa-0= m .q UQQdLL d) a-LLa a 2 floor drains in the area KEG STORAGE. PROVIDE CONDUIT TO BAR AREA FOR SERVICE P. c co C -a -0 OX E O -O-0= M 1 Uaaau- d) 1 01.0 Lower Floor = 1'-0" 1/411 cn N o c: O oo O F— w _ 2! O ffnnV W v �Q > Z Z -0cj) 0 L 7 0)W 0 Z O� O� L-- ca Q z ICY) 0) Z Q o- Q J = J LO O �a U LO T o o � N O T tl1 T C o a 00 NL A J � L c 3 v 0 N J A O 5 A4.1 Q 0 7t co m LO 0 N O W J �E cY) o U W V) U wl LL Q LL U!ELy O m L HLOM ■ W Ln (6 ■ Z u 00oo C N in c'I i✓ Q O x (B �— mo °� coU)� cuU)U) -5w 07070= m oa-0= m UQQdL a� UQQa- LL a> c c�(n(n " 0 fn -0 o x E o-0-0= m UQQdu- d) cn CDN coc ov w OC) � .> o CD v > z z � 0 U) 0 Fn 0)w 0 70 -0 z E� Q o�(D z Q o-0 Q J = J n Ln O r-, Lid U T LOO O T N Lf) O T T O a N LL NL �` Ea < J � �cv U N -1.- O 0 0 z 00 (n a W w 0 z 75 Q M N O N _O LO r O N O nc�`�tar��9 - _ _ —r ............................--�} R f_—r - / / - s / / / -ow r - / dW d / / A3.1 / 1 � ........ dO dO /op / dOP _ 411110000 A CD m C:) Op - A.1 4 A4.1 A41 8632 _ ZqR m 1 8626 bldg ht=24'-0" 862 -� - -- -- 8622-- y ................................................. / mm 8634. 632-- 8630r natural 8626' ............................................................. ................................................. (1) U) 0 W UQQa_LL m C c U) J 0 v -c cu 0 O ca -00x 0-070= M U) UQQa_LL d) �E m o (6 U L- w U 0000 0 0 d !E /in � LLLL o O N W .� >, W N Is co co O I co ti a a Z U 00 oo E 0 i fnn f V U CO c. Z Z m O 0)W 70_0 0 Z Q E cu Q U� (1) U) 0 UQQa_L m UQQa_LL m C c U) 0 v -c cu 0 O ca -00x 0-070= M U) UQQa_LL d) Q (6 U L- 0 d O N .� co co O o co 0 i fnn f V U CO c. Z Z O-0� O 0)W 70_0 0 Z 0 E cu Q U� �z Z Q o-0 Q LO w O LO C o U 0 z (1) U) U)(1) UQQa_L m UQQa_LL m C c U) 0 v -c cu 0 O ca -00x 0-070= M UQQa_LL d) `- o N O o O r ti O C 0 O E Q (6 U L- 0 d O N .� co co C:�w co 0 i fnn f V U .� -0 > Q Z Z O-0� O 0)W 70_0 0 Z 0 E cu Q U� �z Z Q o-0 Q LO O LO U `- o N O o O r ti O C 0 O E Q (6 U L- 0 d 0 121 FEWE01 diMi A III pr I IIC-I=1� l f C 11� ►. I-11 f- 171 I-1 I-1 hI I C=1 11=i i� iCC I C CLCC1 f� �' I' 1 I C T,IILT-17 I mm �q r.. Im— Elm _IMlligri�i A 7 r91 LA t -qqq 016h6._ MI lul Feeef Ri 11111M 1�- W W Ell, LL H 1-F C I II j7 0I c r.. East Garage Elevation 1/4v' = 1'-0" Q LO 0 N O t coU)U)coU)U) -5'oW t -5w W oa-0= m U Q Q a. LL a� U Q Q a -LL a> J �E cY) o U W V) U wl Q 0 LL LL U!E N co IT— Li O m 0 O HLO w M ■ > O W _ L co ■ Z 00 o E z O c'� aD —a 0 z o I X cu �— Q m 0 a- Z - Q o-0 U) a t coU)U)coU)U) -5'oW t -5w 07070= m E oa-0= m U Q Q a. LL a� U Q Q a -LL a> O 0 N co IT— 0 O co C) w U) > O � 0 N v > Z Z U) z O aD 0) w 0 z E Q 0 O Z - Q o-0 U) a J =J n LO O LO U W w d z t coU)U)coU)U) -5'oW t -5w 07070= m E oa-0= m U Q Q a. LL a� U Q Q a -LL a> c -0 ox E o -o -o= m UQQdu- d) LO T- O O r N Lf) O r r ti N O M W M 4.0 �x Q �W U N c O 0 a_ O .� N co IT— 0 O co C) w _ > O � 0 N v > Z Z U) O aD 0) w 0 z E Q o� O Z - Q o-0 Q J =J n LO O LO U LO T- O O r N Lf) O r r ti N O M W M 4.0 �x Q �W U N c O 0 a_ ...................................................... ................................................... 02.0 Ma �8635'-( G Q 0) (D N O t coU)U)coU)U) -5'nW t -5w W oa-0= m U Q Q a. LL a� U Q Q a -LL a> J �E cY) o U W V) U wl Q 0 LL LL U!E N O c Li O m O HLO W M ■ O W _ L co ■ Z O 00 N o C z O c'� in —a 0 z o I X cu �— ca Q m 0 °� Z Q o-0 U) a t coU)U)coU)U) -5'nW t -5w 07070= m E oa-0= m U Q Q a. LL a� U Q Q a -LL a> O 0 N O c O co 0 W U) O � N v > Z Z O 0 Fn U) z O aD 0) w 0 z O E ca Q 0 O Z Q o-0 U) a J =J n LO O LO U W w d z t coU)U)coU)U) -5'nW t -5w 07070= m E oa-0= m U Q Q a. LL a� U Q Q a -LL a> c -0 ox E o -o -o= m UQQdu- d) -+-0 cn O .� E N O c O co 0 W _ O � N v > Z Z O 0 Fn U) O aD 0) w 0 z O E ca Q o� O Z Q o-0 Q J =J n LO O LO U LO T- O O r N LO O 7 ti U) O � O V � CD C L E U c O 0 MASTER BEDROOM VIEW 1 LIVING VIEW 3 LIVING VIEW 2 LIVING VIEW 1 t co En t coEn(n � U,w W oa-0= m U Q Q 0- LL a� U Q Q a -LL a> J �E cY) o U W cn 00 GA Q 0 LL LL U!E N co IT— Li O m 0 O HLo w M ■ > O W _ Lq r": co ■ Z 00 o E z O IN c'� aD —a 0 z o I X cu �— Q m 0 °� Z Q o-0 U) a t co En t coEn(n � U,w o -aa= ca a) oa-0= m U Q Q 0- LL a� U Q Q a -LL a> O 0 N co IT— 0 O co C) w U) > O � 0 N v > Z Z U) z O IN aD 0) w 0 z E Q 0 O Z Q o-0 U) a J =J n O U W w d z t co En t coEn(n � U,w o -aa= ca a) oa-0= m U Q Q 0- LL a� U Q Q a -LL a> c -0 ox E o-0-0= m UQQdu- d) -+--+ cn O .� N co IT— 0 O co C) w _ > O � 0 N v > Z Z U) O IN aD 0) w 0 z E Q o� O Z Q o-0 Q J =J n O U Lo Ir- O O r N Lo O r O � NCl) L CDE m U co O LIMITS OF DISTURBANCE EDGE OF ODPON PIN & C AP / FOUND 5447 PLS No 17/ �ELE� = g651.'� uTIU7Y & EASEMEI`� LOT LO 75 a 0 0 0 _o 0 N O MH 0100 SEWER MANHLE = 8615 D - RIMELE _ 8610.0 N g D ATIONS �&s OF ELE LL L5 cnGE OF ASPn�nIAY - CONSTRCTION PARKING ON OPPOSITE SIDE OF ON BIKE PATH/LANE v Lo L L 6 �ILITY & DRAINAGE EASEMENT PROVIDE STAKED STRAW ROLLS AND JUTE MAT AT DRAINAGE SWALES TO CONTROL EROSION. PROVIDE STRAW ON STEEPER HILL SIDES TO HOLD REVEGITATION SEEDING AND SOIL IN PLACE. PROVIDE SILT FENCING AT DOWHILL SIDE AT LIMITS OF DISTURBANCE FENCING. ALSO PROVIDE SILT FENCING ALONG SIDE LIMIT FENCING AT DRAINAGE PATHS TOPSOIL IS TO BE SAVED AND STORED IN THE SOUTHEAST CORNER OF THE LOT DURING CONSTRCTION. I ' lop & c AP UND PIN FO S 5447 No .p .L. = g639.46 �ELEv. E OR AIN AGE SLOP WAIS oRAGEGEASEMENT OU7UNE OF au1LDMG UTILITY &DRAIN AGE EASEMENT &G FOUND PIN 5(D116 P -L'S No 8616.94) CELE. don CONSTR. MANAGEMENT 1 " = 10'-0" c cocorn c cornco ++ r d W -0-0= cu UQQdti m c cuU) J 0 - C cu 2 ca-ooxE 0-070= co z UQQ0-LLa) 0 V �E o W U ao v 14 I-- I O U ■ i3 O m L ■ W >, W _L0ti co ■ Z u 00oo E V Z z 0 co m o 0 z o 0 0- �_ z Q Q � � (DU� 0 �z c cocorn c cornco ++ r d o-0-0= mo c)UQQdL m -0-0= cu UQQdti m c cuU) O 0 - C cu 2 ca-ooxE 0-070= co c6 0 UQQ0-LLa) 0 V .� co co co 0 !` O LLJ .U) f�fnn U) U 2:0 -0 > Q V Z z 0 cn o a z o 0 E �_ z Q to � � (DU� 0 �z Z Q o-0 Q Cf) C. In O L0 U w cr- o C Z c cocorn c cornco ++ r d o-0-0= mo c)UQQdL m -0-0= cu UQQdti m c cuU) O 0 - C cu 2 ca-ooxE 0-070= co c6 0 UQQ0-LLa) N OIT C14 N O 1r: tiE OT- - U) T-- ++ r d Q O �0 E 2 U c6 0 N 0 V .� co co co !` O LLJ .U) f�fnn U 2:0 -0 > Q V Z z 0 cn o a 0) w -0-0 o 0 E �_ z Q to � � (DU� �z Z Q o-0 Q In O L0 U N OIT C14 N O 1r: tiE OT- - U) T-- ++ r d Q �0 E 2 U c6 0 4- O d 0 V Date: 06-29-2015 CONROY EXTERIOR COLORS: Roofing: Lifetime TL asphalt shingles: Elk-Gaf Color: Weathered wood Flashing and Gutters: Paint lock aluminum Color: charcoal Typical Vertical Siding: Board and Batten siding 8" exposed face 2 5/8" battens Color: Porter semi -transparent, Mushroom 910 Timbers, Fascia, and Horizontal Siding: 2x8 and 2x12 Fascia Trim 2X12 Belly Band 2X12 Ship Lap siding (10" exposed face) Color: Porter semi -transparent, Ginger Windows: Pella Aluminum Clad windows and doors Color: Iron Ore Drive: Asphalt drive Entry walks, and terrace: Gallegos -CO Buff, rectilinear shapes IN MA ARCHITECTS Stone Veneer: # TBD Dry Stack, Larger format stones, minimize small stones, Horizontal/linear stack Same stone for wall caps Typical stucco: Sto, Light sand texture Color: Indiana Limestone STO 10622 (LRV 60) N L E Y Weathered wood 910 Mushroom Vertical sidi IF Iron Ore- windows Ginger Horizontal sidin �I 970.328.5151 Winfoox tinmanleyarchitects.com PO.B 1587 Eagle, Colorado 81631 MARTIN M A N L E Y ARCHITECTS Date: 07-10-2015 Exterior Lighting Wall Mounted 2 fixtures at garage, 4 fixtures main level south deck, 5 fixtures at lower south terrace, 1 fixture at west door to under garage storage. (11 fixtures total) Entry Pendant 1 fixture at Entry • Modern Forms WS -W28516 • Balthus 1 Light LED Indoor / Outdoor Dark Sky Lantern Wall Sconce - 7 Inches Wide • Height: 16.5", Width: 7" • Meets National Dark Sky standards. Finish is Bronze. • Z -Lite 528CHM-ORB in Oil Rubbed Bronze • 1 Bulb: Compact Fluorescent, Incandescent Wattage: 26 Height: 14.25" • This fixture has oil rubbed bronze finish with matte opal glass. • Located within entry —place on shaft mount 2 recessed can lights in the ceiling of the covered portion of the front main level porch. 2 at the third car garage (4 fixtures total) 16 TOTAL FIXTURES on the house Landscape lights 16 fixtures Kichler 15310AZT Architectural Bronze Dome Path 16.25W Low Voltage Path & Spread Light 6 fixtures in front (north) and 10 fixtures back (on the south) W970.328.5151 info Omartinmanleyarchitects.com R.O. Box 1587 Eagle, Colorado 81631 EDGE OF C FOUND PIN & CAP P.L.S. No. 5447 (ELEV. = 8651.17') LOT 80 N 49`29'50" W — SEWS IN PLAYSET LOT 75 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 40 -t. I I00 rn LA w I 8630.3' PEAK ELEV. = 8642.0' f m OUTLINE OF BUILDING 4,P �6') NANCE, DRAINAGE ;AGE EASEMENT LOT 78 OUND PIN & CAP .L.S. No. 30116 =LEV. = 8616.94') HONE PED. _OT 77 NOTES: 1) DATE OF TOPOGRAPHY: 5/25/2015 )TLINE OF IILDING 2) BASIS OF ELEVATIONS: SEWER MANHOLE MH 0100, RIM ELEV. = 8615.0', INVERT ELEV. _ P610.0' 3) AREA OF LOT = 26,690 SQ. FT., AREA IN EXCESS OF 40% SLOPE = 3,360 SQ. FT. / 4) 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. III NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 5) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PE� THE RECORD PLAT FOR THE SUBJECT PROPERTY. 6) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERN INCAUTHORITY. SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDO THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME ,AICD UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLE@GE. 8643.4 SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC gvoire 10 CJ? RIC - 30091 X0 o �, M95/29/2015 S� 1 s�,�ONq L LRN� Ln Ln C�? [S I'- O � N � Q tT+ X u IT J o co cti V.10 ,� , co as z 00% v Q v m 0 0 00 rQ V O � N � O O � Z z h Q W 0 0 00 m QQ � v o � o Town of Avon Planning & Zoning Commission .4vo n COLORADO --Meetings are Open to the Public -- I. Call to Order - 5:0013m IL Roll Call • All Commissioners were present. 111. Additions & Amendments to the Agenda • None IV. Conflicts of Interest • None V. Consent Agenda: • No items. Meeting Minutes Tuesday, July 7, 2015 Avon Municipal Building - One Lake Street VI. PUBLIC HEARING: Case #TMP'5005 Property Location: Lots 1, 2 and 3, Wildridge Point Subdivision Property Address: 5081, 5085, 5091 Wildridge Road East Zoning: PUD Applicant: Dave Dantas Owner: Mountain Cl Holdings Description: Temporary storage of excavation materials Action: Commissioner Minervini made a motion to approve the Temporary Use Permit with four (4) conditions and the three (3) findings of fact as listed in the staff report: • Conditions: 1. The Applicant shall be responsible for restoring the condition of the property to preexisting conditions upon completion of the temporary use. z. The topographic map of Lot 33 and 34 Wildridge dated 10/22/12 shall be used to establish the elevations for restoring the condition of the property to preexisting conditions upon completion of the temporary use. 3. Lots 1, 2 & 3 Wildridge Point Subdivision shall only be available for storage of excavation materials coming from the construction site located at Lot 10, Block 3 addressed as 4010 and 4012 Wildridge Road West. 4. The silt fence containing the excavated material shall be continually maintained by the Applicant utilizing best management practices for the duration of the temporary storage. Findings of Fact: 1. The site is isolated from adjacent uses to the extent that the proposed temporary excavation material storage will not negatively affect the use and enjoyment of adjacent property. 2. The temporary storage of excavated material does not place an undue burden on community services, utilities or sensitive environments. 3. The temporary storage of excavated materials will not pose a clear and present danger of injury to persons and property. Commissioner Struve seconded the motion and at vote, all were in favor and the motion passed. VII. Conceptual Sketch Plan Project: "Seventen Lofts" multi -family residential Location: 710 Nottingham Road Zoning: Light Industrial and Commercial (IC) Description: JMP Architects presented a concept plan to the PZC for initial feedback before taking the project further into design. The site will require a zone change to allow residential use. No action was taken by the PZC as this was an informal study session to provide feedback to the Architects. VIII. Meeting Minutes Approval • Commissioner Struve made a motion to approve the meeting minutes from June 16, 2015. The motion was seconded by Commissioner Lubbers and all Commissioners were in favor. The motion passed. IX. Other Business X. The meeting was adjourned at 6:46PM