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PZC Packet 082013Staff Report - Major Design and Development Plan August 20, 2013 Planning & Zoning Commission Meeting V 0 " Report date August 16, 2013 Project type Residential Construction — 2 Duplexes Legal description Lot 25, Block 2, Wildridge Subdivision Zoning Planned Unit Development (PUD) — 4 Units Address Prepared By 2900 June Creek Trail Jared Barnes, Planner I I Summary of Requests The Applicant, Tripp Plavec, has submitted a Major Design and Development application for two (2) duplex structures on Lot 25, Block 2 of the Wildridge Subdivision, also described as 2900 June Creek Trail (the Property). The units will measure (inclusive of garage area) approximately 2,984 (Unit A), 2,928 (Unit B), 2,949 (Unit C), 2,926 (Unit D) square feet. The structures will utilize stucco, wood siding, stone, and asphalt shingles as the primary exterior finishes. Property Description The Property measures seventy four -hundredths (0.74) of an acre or approximately 32,234 square feet with frontage along June Creek Trail and Old Trail Road. The topography of the Property is relatively flat with gentle grades climbing from the southwest to northeast. The Property does have a steeper knoll in the northeast corner of the lot. The Property boarders June Creek Trail to the west; Old Trail Road to the south; and, developed parcels to the north and east. The Property has standard setbacks for corner lots in the Wildridge Subdivision, twenty-five foot (25') front yard for both road frontages and ten foot (1o') side yard setbacks for the remaining property lines. The Property also has standard seven and one-half foot (7.5') easements on the side property lines and a ten foot (1o') easement on the front property lines. The property contains substantial mature vegetation throughout the property especially along the road frontage portions of the property. Planning Analysis Allowed Use and Density: The Property is zoned Planned Unit Development (PUD) with a plat note that limits the density to four (4) dwelling units in the form of a single fou-plex. The applicant recently received approval, via Ordinance 13-07, for a Minor PUD Amendment to permit the construction of two (2) duplexes instead of a single four-plex. The application proposes to construct two (2) duplexes and complies with zoning. Lot Coverage, Setback and Easements: The applicant is proposing that the lot coverage is twenty-six percent (26%) which complies with the maximum fifty percent (50%) allowed by zoning. The eastern duplex borders the side setback on the east side, but is within the prescribed setbacks. 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 three inches (34'-3"). Due to the building locations and heights, Improvement Locations Certificates (ILCs) will be required at foundation and framing. August 20, 2013 PZC Meeting — Lot 25 Block z, WR June Creek Corners Parking: The parking requirement for each unit is three (3) on-site parking spaces. The Applicant is proposing each unit have at least three (3) parking spaces (two (2) in the garages and one (1) in front of the garages). There is clearly room for two (2) spaces in front of each garage. Outdoor Lighting: The Applicant is proposing to use a sconce fixture for all exterior lighting (Exhibit B). A total of sixteen (16) fixtures will be used around the structures, four (4) per unit, near doorways and on decks. The fixture is a full cut-off fixture with a decorative metal portion which complies with the Dark Sky Ordinance. Snow Storage: The Applicant is proposing 1,250 SF of snow storage adjacent to the proposed driveway. This area meets the minimum requirement of twenty percent (20%) of the driveway area. Design Standards Analysis Landscaping: The proposed landscape plan includes nine (9) spruce trees, thirteen (13) aspen trees, and forty (40) various shrubs. The proposed landscape plan also includes the use of ground cover areas, mulch areas, sod areas, and landscape boulders. §7.28.05o(e) requires that the Property provide two - hundred and twenty-eight (228) landscape units based on the proposed landscaped area of 11,414 SF. The applicant is proposing to provide 239.3 landscape units through the various materials discussed above as well as retaining existing large serviceberry shrubs. The Application meets the requirements for landscaped area (a minimum twenty percent (20%) of the lot area), irrigated area (a maximum of twenty percent (20%) of the landscaped area), and landscape units. As mentioned above, there are numerous substantial large serviceberry shrubs and sage throughout the property. Sixteen (16) of these large serviceberry shrubs on the west and south sides of the property will be protected and preserved throughout the construction process. Although it doesn't meet the exact requirements outlined in the Landscape Units Table, Staff is of the opinion that it meets the intent of this section and is accepting a bonus credit of fifteen percent (15%) on the provided landscape units. Two other points on the landscape plan: 1) planting beds line the driveway on either side for perennials, which double as snow storage areas, and 2) All other areas of the site disturbed during construction will be reseeded with a native grass mix. The reseeded areas and ground cover would receive temporary irrigation for establishment, while the sod areas and trees and shrubs will receive permanent irrigation through spray and drip applications. Building Materials and Colors: The primary exterior building materials are vertical wood siding and stucco. The application is proposing to utilize a stone veneer at the base of deck and entry columns as well as the base of each entry stoop. A color/material board will be provided for review at the PZC meeting (Exhibit C) and colored renderings have been provided as the cover page to Exhibit D for your review. The proposed materials and colors appear to meet the requirements of Title 7 of the Municipal Code. The applicant has submitted an Alternative Equivalent Compliance (AEC) application for the proposed "Powell Buff" color that will be applied as the main stucco color. This proposed color has an LRV of 60.08 which exceeds the 6o maximum allowed by code. Roof Material and Pitch: The application is proposing to use asphalt shingles for all roofing. The proposed roof form consists of pitched roofs with a predominate pitch of seven -to -twelve (7:12) with secondary four -to -twelve (4:12) and three -to -twelve (3:12) pitches above garages and decks respectively. August 20, 2013 PZC Meeting — Lot 25 Block z, WR June Creek Corners 2 Review Criteria §7.16.o8o(f), Development Plan (1) Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; (2) Evidence of substantial compliance with the §7.16.ogo, Design Review. (3) Consistency with the Avon Comprehensive Plan; (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; (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 (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. §7.16.ogo(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; (2) The design meets the development and design standards established in this Development Code; and (3) The design reflects the long range goals and design criteria from the Avon Comprehensive Plan and other applicable, adopted plan documents. §7.16.12o(d), Alternative Equivalent Compliance (1) The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; (2) The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; (3) The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and (4) The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this ordinance. Staff Recommendation If the PZC is accepting of the proposed colors and design, Staff recommends approving the Major Design and Development and Alternative Equivalent compliance applications for two (2) duplex structures on Lot 25, Block 2, Wildridge Subdivision with the following findings: 1. The proposed application was reviewed pursuant to §7.16.o8o(f), Development Plan, and §7.16.ogo(f), Design Review, and was determined to be compliant with the review criteria. 2. The Development can be served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services. 3. The proposed "Powell Buff" color meets the intent of the LRV requirement as it only exceeds the maximum allowed by a nominal 0.08. Exhibits A: Vicinity Map B: Light Fixture Cut Sheet C: Color Board D: Reduced Plan Sets August 20, 2013 PZC Meeting - Lot 25 Block z, WR June Creek Corners 3 Vicinity Map - Lot 25, Block 2, WR Exhibit A AVON e This map was preducedby tho Community Development Department Useoithismap Feet should be for general purposes only, T-fAvondoesnot-irthe Property Boundaries ...maty of the date contained herein. O 75 150 Created by Commundy Development Department lviuina viuup I IN K A G R O U P`' nup. ; www.mmxagroup.neurroaucwetallsrnnianle.aspx!1a=itso-j,+ Exhibit B 7'heArr nfExter lighting ovgliea euft Enter item # or keyword .minae by Advanced S Afch Brands PiLNd k u, Alt Coalleations Dealer Locator Coup The Great Outdoors(g) ®» 8281-A61 Related Products 8281-A61 1 Light Wall Mount Description: 1 Light Wall Mount in Vintage Rust'" Finish Family: Sage Ridge TM Dimensions: 6 1/2" W x 12 3/4" H x 8 1(4" Ext Lamping (Watts/Bulb): 1-60W Medium Base Finish: Vintage RustTM r' 1 Light Wal Mount 1 Light Wal Mount 1 light Chan Hung 1 Light Post Mount Products depicted on this website are protected by United States Federal and/or State laws including US patent, trademark, copyright and unfair competition laws. Unauthorized reproduction or use carries severe legal penalties. Unauthorized reproduction or use carries severe legal penalties. 'l ick here for Minka pater[t 1 0=dght information about us contact us what's new ask mr. miinka builder/conuactnr sleaier login. 1 of 2 8i 151;2013 2:58 PM -0 75 Q N LO M O N O co UNIT A DUPLEX 1 UNIT B WILDRIDGE LOT 25 2900 June Creek Trail - Avon, Co 81620 Lot 25, Block 2, Wildridge Subdivision Final Design Review Submittal 7123113 UNIT D DUPLEX 2 UNIT C UNIT A DUPLEX 1 UNIT B Copy (2) of {3D} UNIT B DUPLEX 1 UNIT A UNIT B DUPLEX 1 UNIT A UNIT C DUPLEX 2 UNIT D UNIT C DUPLEX 2 UNIT D Copy of {3D} EXTERIOR FINISHES Shingle Roofing: 30 -Year Asphalt shingle Elk-Gaf, Prestique High Def, Weathered Wood Metal Roofing; Rusting Cor -ten metal roof Flashing: Paint lock aluminum Color: dark bronze Decks: Cedar or Trex(or equal) Terraces and Entry walk: concrete slab Drive: Asphalt drive Windows: Aluminum Clad windows and doors Color: Dark Bronze Stucco: Cement stucco system Texture: light sand 1 very light hand texture Field Color: Match B.M. "Powell Buff HC35" Stucco Trim: Color: Match B.M. "Wilmington Tan HC34" Wood Siding: Wood Superdeck Log Home oil finish "Autumn Brown" Wood Trim: Color: Match Porter Semi -Solid "Teak 730" Timbers, railings, fascia, corner trim, window trim Color: Match Porter Semi -Solid "Teak 730" Railing Mesh: wrought iron: natural rust color (sealed) Stone Veneer Telluride Gold Stack Stone wl Colo Buff cut -stone cap UNIT D DUPLEX 2 UNIT C VACINITY MAP Exhibit D W J �E cY) o U LU p U O a) F � U U O 6 L ■ W I ti co ■ V N � Q C) X (0 CY) m E O CN Ir - 00 U L0 0 0 U (1)C N o Q QQ � F_ X .J �° 2 �; BASIS OF ELEVATION: SEWER MANHOLE -036 INVERT OUT ELV.- 8102.0 INVERT IN ELV.-8102.5' RIM ELV.-8109.7' 8110.0' SNOW STORAGE AREA: (SHOWN HATCHED) COMBINED AREA = 13250 SQ. FT. (20% OF IMPERVIOUS AREA) IMPERVIOUS AREA: D 1 ASPHALT DRIVEWAY 8122 AREA - 6,250 SQ. FT. TELEPHONE \ \ 8120 ' 22 E - 17 1 . 57 EDESTAL \ SEWER MANHOLE -034 RIM ELV.-8110.3' TRANSFORMS= $116 8118 ,/ I /PADdI C11C '' 18" CULVERT 8110.7' I I 8111.0' I ADDRESS BOULDER MARKER w/ LANDSCAPE SPOT LIGHT I I LIMITS OF DISTURBANCE FENCING PROPERTY LINE 8111.5' C ENTERLINE ROAD a N_ in m 0 N It 00 / ___I-___ /-8118' // \ I 8116' o. (4%) _ I I 10 ,1(10%) DELINEATOR �, 18114' o" o I 1h0%) � / I 18112' I 110°/°l BERM ' 10' / GRADES / o,. X10°�°l I /A1 i 8111.5 5 °„ 20' 0,• P \ I - 8119' � li GRAVEL DRAINAGE 8139' - 4 3/4" I SWALE 1 I 8125 \ 40696960- BOULDER RET. WALL "7 ' 8118.5' _ HEIGHT = 4'-0" T.O.W = 8122 8% B.O.W. = 8118 / CORNER GRADE K_ \ / = 8119.5' CO 1 ��\Ili%� -0.\2, ` �//1 -0.2 OF 24 AWN \�� ��- -� / V 0.2 _ EC ORATION if • \ //�\\ BOULDER RET. WALL I \� HEIGHT = 4'-0" 00 T.O.W = 8130'_ �\ \ \ / ��O. 2� to 0 B.O.W. = 8126'00 _ 00 COMMUNICATIONS PEDESTAL _ I► \ , \ BOULDER RET. WALL HEIGHT = 3'-0" B O.W. = 8132' VICINITY MAP - WILDRIDGE e 101 Jill s a4 - -- ----8124' ` - z - ,. � r 8 M - 124' SLOPES � LOCATION \ 8123\ \o \ (Q 8120' (8%) 7 \ 8122' (6%) 8121' \ �� \ ` \ \ \\\ /� \ �6%) U)��, � SATELLITE VIEW \ 0 �a �\ \\ \\ � \ ASPHALT \ a'P \ 1� PGS` BOULDER RET. WALL DRIVEWAY \ \ 5��� HEIGHT = 2'-0" \ AREA = 6,250 SQ. FT. T.O.W = 8130' \ BERM ,B.O.W. = 8128' GRADES l I I ♦ ♦ / ♦ / I v. ♦ w. . 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N - SHEET INDEX AO COVER SHEET Al SITE PLAN + ZONING INFORMATION CM CONSTRUCTION MANAGMENT PLAN L1 LANDSCAPE PLAN + SUMMARY DUPLEX 1 1A2.1 FLOOR PLAN - LOWER LEVEL + AREAS 1A2.2 FLOOR PLAN - MAIN LEVEL 1A2.3 ROOF PLAN + RCP + FOOTPRINTS 1A3.1 ELEVATIONS - NORTH AND SOUTH 1A3.2 ELEVATIONS - EAST AND WEST 1A4.1 BUILDING SECTIONS 1A4.2 BUILDING SECTIONS 1A4.3 BUILDING SECTIONS DUPLEX 2 2A2.1 FLOOR PLAN - LOWER LEVEL + AREAS 2A2.2 FLOOR PLAN - MAIN LEVEL 2A2.3 ROOF PLAN + RCP + FOOTPRINTS 2A3.1 ELEVATIONS - NORTH AND SOUTH 2A3.2 ELEVATIONS - EAST AND WEST 2A4.1 BUILDING SECTIONS 2A4.2 BUILDING SECTIONS 2A4.3 BUILDING SECTIONS ZONING INFORMATION Lot Area = .74 acres = 32,234.4 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area = 16,117.2 s.f. Minimum Landscape Area Allowed = 25% of Lot Area = 8,058.5 s.f. Driveway Area = 6,250 s.f Proposed Areas combine area summaries from each duplex (see sheet A3.1) Proposed Lot Coverage by "Roof Footprint + Imperv." = 8,270 s.f. (26%) Proposed Total Impervious Area: "Roof Footprint + Imperv." + Driveway = 6,250s.f. = 14,520 s.f. total (45%) Proposed Landscape area: Lot area minus Total Impervious Area minus Undisturbed Area 32,234 s.f. - 14,520 s.f. - 6,300 s.f. = 11,414 s.f. Landscape Area Density = 2 duplex residence buildings Maximum Height = 35'. Proposed Height = 33'-5" Parking Requirements: 3 spaces per unit required Snow Storage: 20 % of 6,250 s.f. Driveway = 3,750 s.f. Setbacks: 25' Front, 10' Side, 10' Rear Exterior Lighting: Dark sky compliant, 8116, CE / I LIMITS OF DISTURBAN8117." I 1 FENCIN EROSIONS CONTROL Construction Fence (green plastic mesh) to be installed at I limits of disturbance at commencement of construction i i l activities and maintained until commencement of / 8115.6' / revegetation to protect existing vegetation during ��'- 8114 / construction. 7 t i - - - � � / / *Silt fence to be installed as necessary at limits of I I - - - �d� disturbance at commencement of construction activities and maintained until commencement of revegetation to prevent erosion during construction. _ _ �_ i 8111.6' - ����� DELINEATOR �' 5 2.7 �` -� � `' � *Drainage lines shown on plan to be established and g 6 ° '12'5 29JO- _�=_i - - � I � � plan tomaintalbedduring construction. Drainage reestabl shed to final grade beforeeevegetaton. s shown on EIRE `��� _ � - / / EXTERIOR LIGHTING FIXTURE IHYDRANT _ The Great Outdoors GO 8281 1 Light Outdoor *Any soil stockpiles stored on site are to be surrounded by _ 8112_ - - - 8113.2 Wall Sconce from the Sage Ridge Collection silt fence to prevent erosion. * All vehicular access to occur in the driveway area with the _,ICN - - - limit of disturbance. � EDGE OF 8112.5' * All disturbed areas to be hydroseeded fiber -mulched and 8111.4' / ASPHALT -5 0 10 30 tackified with native seed mixes detailed in the materials key I / 8112.1' ROAD upon completion of final grade. All slopes exceeding 2:1 to 8111.6' / NORTH be covered with erosion control blanket. All seeding to occur / during the normal growing season. No seeding should occur / during freezing or inclement weather. / *Gravel drip edge to be installed at all areas where native WATER landscape meets the structure. VALVE �2 SITE PLAN * Verify all conditions and locations in the field. � - WV U ill= 10'-011 PROJECT INFORMATION Single Family Residence Owner: George "Tripp" Plavec PO Box 3415 Avon, CO 81620 Location: 2900 June Creek Trail Avon, Colorado 81620 Lot 25 Block 2, Wildridge Subdivision Parcel #: 1943-353-02-015 Legal Summary: Class of Work: New Type of Construction: Type V -N Type of Occupancy: R3 (duplex) Levels: 2- story Architect: Martin Manley Architects John G Martin AIA PO Box 4701 Eagle, CO 81631 970.328.0592 john(c- martinmanleyarchitects.com Structural Engineer: xx XX PO Box xxx xxxx, CO xxxx 970.xxx.xxxx Contractor: Terramont Building Contractors PO Box 3415 Avon, CO 81620 970.390-5382 Exhibit D w CD N W Frs�li' � _ s9'� j • , E � M O CORNER•A• a♦yi"N ANN .N CN W U r c - "`��`•s":N'•�oN"Nj NN�` a` �N♦�N N \. •A �N N pA ♦ ♦�N�pN�� NA�V.NO♦N NN♦Sj`P h N \ wA0♦�M�NN ., N Nip `wN :�Nm^:\N2:N!:♦�R:�:�.Q,�AQ:Q� ��e ..... -'@ �s♦S2 ���\\ tis ��51! 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N - SHEET INDEX AO COVER SHEET Al SITE PLAN + ZONING INFORMATION CM CONSTRUCTION MANAGMENT PLAN L1 LANDSCAPE PLAN + SUMMARY DUPLEX 1 1A2.1 FLOOR PLAN - LOWER LEVEL + AREAS 1A2.2 FLOOR PLAN - MAIN LEVEL 1A2.3 ROOF PLAN + RCP + FOOTPRINTS 1A3.1 ELEVATIONS - NORTH AND SOUTH 1A3.2 ELEVATIONS - EAST AND WEST 1A4.1 BUILDING SECTIONS 1A4.2 BUILDING SECTIONS 1A4.3 BUILDING SECTIONS DUPLEX 2 2A2.1 FLOOR PLAN - LOWER LEVEL + AREAS 2A2.2 FLOOR PLAN - MAIN LEVEL 2A2.3 ROOF PLAN + RCP + FOOTPRINTS 2A3.1 ELEVATIONS - NORTH AND SOUTH 2A3.2 ELEVATIONS - EAST AND WEST 2A4.1 BUILDING SECTIONS 2A4.2 BUILDING SECTIONS 2A4.3 BUILDING SECTIONS ZONING INFORMATION Lot Area = .74 acres = 32,234.4 s.f. Maximum Lot Coverage Allowed = 50% of Lot Area = 16,117.2 s.f. Minimum Landscape Area Allowed = 25% of Lot Area = 8,058.5 s.f. Driveway Area = 6,250 s.f Proposed Areas combine area summaries from each duplex (see sheet A3.1) Proposed Lot Coverage by "Roof Footprint + Imperv." = 8,270 s.f. (26%) Proposed Total Impervious Area: "Roof Footprint + Imperv." + Driveway = 6,250s.f. = 14,520 s.f. total (45%) Proposed Landscape area: Lot area minus Total Impervious Area minus Undisturbed Area 32,234 s.f. - 14,520 s.f. - 6,300 s.f. = 11,414 s.f. Landscape Area Density = 2 duplex residence buildings Maximum Height = 35'. Proposed Height = 33'-5" Parking Requirements: 3 spaces per unit required Snow Storage: 20 % of 6,250 s.f. Driveway = 3,750 s.f. Setbacks: 25' Front, 10' Side, 10' Rear Exterior Lighting: Dark sky compliant, 8116, CE / I LIMITS OF DISTURBAN8117." I 1 FENCIN EROSIONS CONTROL Construction Fence (green plastic mesh) to be installed at I limits of disturbance at commencement of construction i i l activities and maintained until commencement of / 8115.6' / revegetation to protect existing vegetation during ��'- 8114 / construction. 7 t i - - - � � / / *Silt fence to be installed as necessary at limits of I I - - - �d� disturbance at commencement of construction activities and maintained until commencement of revegetation to prevent erosion during construction. _ _ �_ i 8111.6' - ����� DELINEATOR �' 5 2.7 �` -� � `' � *Drainage lines shown on plan to be established and g 6 ° '12'5 29JO- _�=_i - - � I � � plan tomaintalbedduring construction. Drainage reestabl shed to final grade beforeeevegetaton. s shown on EIRE `��� _ � - / / EXTERIOR LIGHTING FIXTURE IHYDRANT _ The Great Outdoors GO 8281 1 Light Outdoor *Any soil stockpiles stored on site are to be surrounded by _ 8112_ - - - 8113.2 Wall Sconce from the Sage Ridge Collection silt fence to prevent erosion. * All vehicular access to occur in the driveway area with the _,ICN - - - limit of disturbance. � EDGE OF 8112.5' * All disturbed areas to be hydroseeded fiber -mulched and 8111.4' / ASPHALT -5 0 10 30 tackified with native seed mixes detailed in the materials key I / 8112.1' ROAD upon completion of final grade. All slopes exceeding 2:1 to 8111.6' / NORTH be covered with erosion control blanket. All seeding to occur / during the normal growing season. No seeding should occur / during freezing or inclement weather. / *Gravel drip edge to be installed at all areas where native WATER landscape meets the structure. VALVE �2 SITE PLAN * Verify all conditions and locations in the field. � - WV U ill= 10'-011 PROJECT INFORMATION Single Family Residence Owner: George "Tripp" Plavec PO Box 3415 Avon, CO 81620 Location: 2900 June Creek Trail Avon, Colorado 81620 Lot 25 Block 2, Wildridge Subdivision Parcel #: 1943-353-02-015 Legal Summary: Class of Work: New Type of Construction: Type V -N Type of Occupancy: R3 (duplex) Levels: 2- story Architect: Martin Manley Architects John G Martin AIA PO Box 4701 Eagle, CO 81631 970.328.0592 john(c- martinmanleyarchitects.com Structural Engineer: xx XX PO Box xxx xxxx, CO xxxx 970.xxx.xxxx Contractor: Terramont Building Contractors PO Box 3415 Avon, CO 81620 970.390-5382 Exhibit D M � r 00 w CD N W CD � J E V_ 00 E � M O r �o 0 CN W U r c - F LL m o .� U ■ U O a� L X W H r T_ a Co W ■ ._ '>LLJ _0 E ■ I U LO N co F_ III Q M r "� � 00 X M m E ^W, 7 W U� W Q � Z V t` N Cl) w M � r 00 w CD N CD � E V_ 00 M O 0 CN U - ^ O > `1 0 X J F_ G Q ._ '>LLJ _0 m U) 0 C:/)3 Cn F_ Q ^^,, W L lJ � _0 w ^W, 7 U� W Q � Z V t` N Cl) w O 0 N m L N o 41 O J 60- 2- �L V W � D 0 z M � r 00 M O r CD N CD � E V_ 00 c U O_ O 0 CN U - ^ O > `1 O X J F_ G Q ._ '>LLJ _0 m .� 0 C:/)3 Cn F_ Q ^^,, W L lJ � _0 w ^W, 7 U� W Q � Z V t` N Cl) w O 0 N m L N 41 O J M � r 00 M O r QZ J a H WCn � E c U O_ a 0 m 0 N co BASIS OF ELEVATION: SEWER MANHOLE —036 INVERT OUT ELV.— 8102.0' INVERT IN ELV.-8102.5' RIM ELV.8109.7' 1 \ 1 \ ` 9 \ 8110.0' �FPF TONE \ AI 8120 �' Jy9 E _ � � 8110.6' 8110.7' I TO GAS SERVICE I8111.0' LIMITS OF DISTURBANCE FENCING vV \� y ` 'Q.2 X Ili, 0.2 LOT 24 LAWN� ��— — —F,\ \%/�\\� DEC ORATIOL, COMMUNIC ATIONS PEDESTAL Exhibit D W J r E cl) O r W co U mO} LL U i O 62— ■ Lu r j, ■ F T- w I Lq ti ■ U N � C III M r Q C) X (6 m° - O Cfl 00 � Lf)cnCNU o > 0 .� Q Q c:F- x J �° 2 a� .> m =3 w_0 _- U) co CD c/)uj F- 0 a1 w w ry 7 z p (D J N (1)_ w 0 0 m N L N .6-. J w ca Z O_ o Cn c. Lu M r M o Z 0 Z N N J o�j c J In n o �L y 0 O Z M r M o Z 0 Z N N J o�j c J In n co V BASIS OF ELEVATION: V A i\ SEWER MANHOLE -036 INVERT OUT ELV.- 8102.0' / INVERT IN - ELV.8102.5' 2 I � ` \ I �•��\ / // \\ RIM ETV. 8 LV.- • ��\ A/� LOT 24 \ \\��/// •• � LAWN , � A � �•• - - _ A i"� �0��//�, \ DEC ORATION V //�� •��/ rig •• \ 8110.0' TELEPHONE V 9 _ 7 3 •7 ��•� �. \ ///I\� EDESTAL \ 5-7,22 L �•• / 4 \ \- _ COMMUNICATIONS SEWER SEWER MANHOLE -034 1 �� r► ••� / _ \ \ \ RIM ELV.-8110.3 TRANSFORMER \ \ �•�••� / �I/ _ 1 \ ``\ PEDESTAL PAD _�_� •• / / ��� _ �_c. \ \ \ , \ 81 10.6' / \ DE (NEAT°° PROVIDE STAKED STRAW ROLLS AND JUTE l I I I I \ MAT AT DRAINAGE SWALES TO CONTROL EROSION. PROVIDE STRAW ON STEEPER HILL \ \ I I I I I I \ SIDES TO HOLD REVEGITATION SEEDING AND I \ I \ SOIL IN PLACE. \ \ I \ \ I \ EROSIONS CONTROL * Construction Fence (green plastic mesh) to be installed at limits of disturbance at commencement of construction activities and maintained until commencement of revegetation to protect existing vegetation during construction. * Silt fence to be installed as necessary at limits of disturbance at commencement of construction activities and maintained until commencement of revegetation to prevent erosion during construction. * Drainage lines shown on plan to be established and maintained during construction. Drainage lines shown on plan to be reestablished to final grade before revegetation. *Any soil stockpiles stored on site are to be surrounded by silt fence to prevent erosion. * All vehicular access to occur in the driveway area with the limit of disturbance. * All disturbed areas to be hydroseeded fiber -mulched and tackified with native seed mixes detailed in the materials key upon completion of final grade. All slopes exceeding 2:1 to be covered with erosion control blanket. All seeding to occur during the normal growing season. 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L MULCH =180 S.F. = 580 S.F MULCH =160 S.F. GC I I MULCH =180 S.F. 1 T //�\\-\ LANDSCAPE AND IRRIGATION TABLE \ = Lot size = .74 acres X 43,560 s.f. per acre = 32,234 s.f. Landscape Area means that portion of a parcel of land with any combination of living plants, such as trees, shrubs, vines, ground \ 0.2' cover, native grasses, flowers, or lawns; natural features and non - Min. a Min. Landscape area = 25% of 32,234 s.f. = 8,058 s.f. living ground cover such as rock, stone and bark; and structural \ Al \� features, such as fountains, reflecting pools, art works, screen walls, \ - /�\ Proposed Landscape area = 11,414 s.f. fences and benches; but shall not include paved walkways or parking areas. r \ �1W �� / j/lI ` Max Irrigation area = 20°/ of 11 414 s.f. = 2 282 s.f. LOT 24 �A\ //i � � � — \\ //i g ° , LAWN \\ \ y���1 — — _ \ _� \\ Proposed Irrigation area = 2,062 s.f. DECORATION Landscape Units = 11,414 s.f. / 50 s.f. per unit = 228 units X j0 2� 25% Landscape Units to be provided be trees =25% of 228 units = 57 units by trees —MULCH 150 S.F. CS , \COMMUNICATIONS Landscape Material (trees) New Existing Retained Units _ — =\ PEDESTAL ,� _ Deciduous 1.5 2.5 caliper/clump = 4 units per tree X 9 _ 36 4 units per tree X 0 = 0 36 units — PO P , BOULDER NOTE: Deciduous 2.5 - 4 caliper/clump = 7 units per tree X 4 = 28 9 units per tree X 0 = 0 28 units _ \ =JU; JU \ AT LEAST (4) BOULDERS Evergreen 6'-8' high = 6 units per tree X 6 = 36 9 units per tree X 0 = 0 36 units \ JU, ' \P `\ , \ GREATALL ER WITHINGHT THEOR Evergreen 8'-10' high = 8 units per tree X 3 = 24 11 units per tree X 0 = 0 24 units Po', v - = 450 S.F. GC = 170 S.F. GC , RETAINING WALL. (124 units by trees) Landscape Material (shrubs) New _ Existing Retained Units Shrubs, 5 gallon = 1 unit per shrub X 40 = 40 1.2 units per shrub X 16 =19.2 59.2 units 8123' Shrubs, 3 gallon(existing sage brush) _ .9 units per shrub X 15 =13.5 13.5 units (72.7 units by shrubs) MULCH =130 S.F. \ ,�\\//� Perrennial / Ground Covers Units Awarded Calculation Units JU: 1 unit per 400 s.f. 2,040 s.f. / 400 s.f. = 5.1 units 5.1 units Hardscape Material Units Awarded Calculation Units Shredded Bark (mulch at planting beds)1/500 s.f. 1,150 s.f. / 500 s.f. = 2.3 unit 2.3 units GC =130 S.F. \ \� Landscape Boulders 3 high 1/boulder 4 boulders = 4 units 4 units MULCH =150 S.F. � _ \ Total Landscape Units Proposed (228 required) = 208.1 units MULCH = 80 S.F. Q,q P r,� _ Bonus Landscape (15% for 300+ s.f. of native w/ 6" large serviceberry) = 208.1 x 15% = 31.2 = 239.3 units total ' - JU, - QA JU S� \ k ' Li '_11 1IP-�1�JU4 NOT COUNTED ON PROPERTY CS i i r i/ CS =SP- 1777 040&Wmuh-- -SP SOD (SHOWN HATCHED) -1,000 SFS\\\\\\' Symbol Name Size Count Evergreen Trees 9 CS COLORADO SPRUCE 6'-8' tall 6 (PICEA PUNGENS) 8'-10' tall 3 � Deciduous Trees 13 QA QUAKING ASPEN 1.5 " -2.5" CAL. 9 U (POPULUS TREMULOIDES) 2.5 " - 4" CAL. 4 Shrubs 40 PO POTENTILLA 5 GAL. 14 (ALCHEMILLOIDES) JU JUNIPER 5" GAL. 14 (JUNIPERUS COMMUNIS) SP SPIREA 5" GAL. 12 (SOBARIA SORBIFOLIA) Ground Covers Area = 2,040 s.f. GC SNOW IN SUMMER, STONECROP, Temporary Drip CREEPING PHLOX Irrigation Area = 200 s.f. Mulched Areas Area =1,150 s.f. MULCH SHREDDED BARK MULCHED AREA - AROUND No irrigation TREES AND SHRUBS NOT COVERED BY GROUND COVER Sod Areas Area = 2,000 s.f. SOD Rivendell Sodfarm Sod Spray Irrigation Area = 2,000 s.f. :::: - - - - - - - - - - - ::::::;�iii'►'=u►e��►e�s►e��geis��►��i►��o::::::i'::::::::::::::::::::::::::::::::::::::::::�� •'r '110M 0 1 ■ ■■■so ■■■■■■■iiiiiiii ■ ■■■■iiiiiiiiiiiiii,■:::e"moi::::=zolow o ...,.,. ,:�� s. .,.w�. - ►\■■■■■■■■■■■ "��■■�■■�■■■■Pi■■� ■■i�■■■■■■ S►��SD�,►��,�� CG�,�iA��I��J��rS►C'�A► ���!i�'�!► �!6S►`.L■■■■■ 1■■■■■■■■■■■■■■■�■■�■■■■■■■O� Irrigation ■\�■■■■ ■■P■ -1■-_ ■■■■■■■■■!t■G�>t■■■■■■o■■■■■■■■■■II:O'oNvQ,X1410 0'1��►' :�����► :0' :O"►��1►:0's■■■■■II■■■■■■■■■■■■■■■■■■■■■�� I ���������������sa������������!!l 'mille�■■■■ m INOWN0��e��.O ��.itCl�i•►�iG'Q'li ► ►► ► ► !►��G 1EEEEE11��■■N���������■■� f� UELINEA IOK 'i 8114.5 99 M of N 00 I - S86 12 50 X4040 _ _ - EIRE `����� — I NORTH HYDRANT I LANDSCAPE PLAN _ U 1 " = 10'-0" SIGN — 8112.5 EDGE OF — 1 / / ASPHALT -5 0 10 30 / 8112.1' ROAD DRIP IRRIGATION - ALL TREES RECEIVE 1 S.F. OF DRIP IRRIGATION - ALL SHRUBS RECIEVE 1 S.F. OF DRIP IRRIGATION - TOTAL = 62 S.F (1 X 62 TREES & SHRUBS) - ALL GROUNDCOVER TO RECEIVE TEMPORARY DRIP IRRIGATION TOTAL DRIP IRRIGATION = 62 S.F. SPRAY IRRIGATION - ALL SOD AREA TO RECEIVE SPRAY IRRIGATION TOTAL SPRAY IRRIGATION = 2,000 S.F. TOTAL IRRIGATED AREAS = 2,062 S.F. (NOT TO EXCEED 2,282 S.F.) — 0 LANDSCAPE LEGEND / WATER 3/16" = 1'-0" �— VALVE Exhibit D W J �E c. o (9 U w U U O }, F LLL U 0 L ■ W 7- >, ■ Lu ■ Z U N oo E M� E - 4 O X M °~' m° E EEN O CN 00 o 0 U (1)C (y) o Q Q � � F_ (1)'0 2i C '> WD (n 0 F_ 0 a)_l C;) W_ > N _0 W Z cn Q c� J N W U Q O O dY m N L0 CNJ Cn0 Z O o w y Z d' O ao a w a U � c U (A a �L � o 0 d' O ao a w a U � c U C C Area Schedule (Gross Building) Name Area A - GARAGE 586.9 SF A - LOWER LEVEL 1013 SF A - MAIN LEVEL 1384.1 SF B - GARAGE 601.2 SF B - LOWER LEVEL 992.6 SF B - MAIN LEVEL 1334.3 SF Grand total: 6 75 co co O N O co 5912 SF Area Schedule (Unit A - Livable Area) Name Area A - LOWER LEVEL 1013 SF A - MAIN LEVEL 1384.1 SF Grand total: 2 2397 SF Area Schedule (Unit B - Livable Area) Name Area 992.6 SF B - LOWER LEVEL B - MAIN LEVEL 1334.3 SF 0 CV 0 E0 0 in 2 0 co 0 zo 1 A4 36'- 0" 2'-0" 3 1 A4.1 DRIVEWAY ------------------------------------------------- 1 ---------------------------- ---- --- -- N i eFRT 8118' - 6 1 /8" PORCH GARAGE P 22'- 1" ENTRY' I I I I T I I I', ---- - -- - SLOPE 1/4" / FT. GARAGE SLAB v N Y UNIT A UNIT B 23'- 0" 23'- 2 1/8" DRIVEWAY 36'-0" 3'-0" 8'-0" 1 1 A4.2 -STEP UP 12" - 8119' - 0" o _ DEN BEDROOM 2 I ll BATH 1 BEDROOM 1 11' - 21/21, 12'-1" STAMPED AND COLORED CONCRETE PATIOA6' 8119'- I _ I o 6 I I N IM 8119'- 6 1/16 22'-1" GARAGE w cD 0 0 G, I — ------------ I = 13'- 0" N EDROOM 1 Grand total: 2 2326.9 SF 11'-6" 13'-0" 11'-6" 36'-0" UNIT A % / UNIT B 11' - 6" 22'-1" O 8119'-911/16" BEDROOM 2 13'-0" 36'-0" HOUSE B 2'- 00 '- 00 DEN Al - STAMPED AND COLORED - CONCRETE%L-�, 8119'-6" - = PA 10 - I I I I 11'- 6" I 0 0 N 0 ti 0 1 "' 1 A4.3 CV co N 13'-8" 1 LOWER LEVEL FLOOR PLAN Exhibit D 8120'- 0" z J a W w O J LLN J W ■ J -0 J Q BATH crs w o _ __________ ----------- I I I I o 0- Lu U p 0 -J II II II II II II II F DEN BEDROOM 2 I ll BATH 1 BEDROOM 1 11' - 21/21, 12'-1" STAMPED AND COLORED CONCRETE PATIOA6' 8119'- I _ I o 6 I I N IM 8119'- 6 1/16 22'-1" GARAGE w cD 0 0 G, I — ------------ I = 13'- 0" N EDROOM 1 Grand total: 2 2326.9 SF 11'-6" 13'-0" 11'-6" 36'-0" UNIT A % / UNIT B 11' - 6" 22'-1" O 8119'-911/16" BEDROOM 2 13'-0" 36'-0" HOUSE B 2'- 00 '- 00 DEN Al - STAMPED AND COLORED - CONCRETE%L-�, 8119'-6" - = PA 10 - I I I I 11'- 6" I 0 0 N 0 ti 0 1 "' 1 A4.3 CV co N 13'-8" 1 LOWER LEVEL FLOOR PLAN Exhibit D X W 0 U N 0 W O U) > Q (10 (1) W 0- LO0' 70W ^�^ N L CL 7 (D z N (n J 0 N r 00 ar z J a W w O J LLN J W ■ J -0 J Q crs w o �E CY) O U o 0- Lu U p 0 F O' U ■ C1 LL O r- a) L W T >, Lu ■ T_ ■ I V U-'� N C — �M 4 C) LO 6, x ca m E z d X W 0 U N 0 W O U) > Q (10 (1) W 0- LO0' 70W ^�^ N L CL 7 (D z N (n J 0 N r 00 ar z J a w O J LLN J W ■ -0 J Q crs w o � o 0- z O o Q .y uJ � D Z X W 0 U N 0 W O U) > Q (10 (1) W 0- LO0' 70W ^�^ N L CL 7 (D z N (n J 0 N r 00 O r z J a w O J LLN J W ■ -0 J Q � C w o � o 0- co 1 1A4.1 2'-0" 18'-0" CV 1 ii � I ii SHELF ENTRY 9'- 6 1/2" 0 L MASTER BATH 0 ------------------ ----------------- ----WC k 1 1 A4.3 M GREAT N co ROOM 0 T- 8130'- 1 3/4" 23'- 0" 0 60 LOS 16'-0" 15'-1" MASTER SUITE POWDER v in 3 3 1 A4.1 1 A4.2 72'- 9" 3" 101-0. 00 UNIT A \ UNIT B I T� MASTER CLOSET REF. 12'-1" KITCHEN II a II o ROOF BELOW y 9' - 6 1/2° MA TER B TH 00 0 co 0 Rlz�o MASTER CLOSET PANTRY REF. 12'-1" 00 1 o 00 GV CO KITCHEN 0 0 0 0 UNIT A\UNIT B 11' - 6" 13'- 0" 11' - 6" 11' .6" 36'-0" 16'-0" 1 1 A4.2 10'-6" I - 15'-1" � ENTRY I I MASTER SUITE co - � M O I /\ 8130'- 1 3/4" MV 23'- 0" 13'-0" 36'-0" 3RE T ROOM 11'-6" `a 0 M O ti 10 0 N Co 0 0 1 "' 1 A4.3 J MAIN LEVEL FLOOR PLAN ' 1/411 = 1'-019 0 ED 0 ED 0 0 Exhibit D X1 rI o CNU 0 LL] U) > Q a) W Lo > N Lui 0- 7 z N (n -`-' LLI J M CV 7 w Z J W d 0 N J O LL JN J ■ � Lu w �E r) o (-- U E C W U 0 00 U � o F � O m U}, ■ C1 O a) L W F 7- 7- 0) >, W ■ ■ V N 00 E Q o 6, X co 0 E z X1 rI o CNU 0 LL] U) > Q a) W Lo > N Lui 0- 7 z N (n -`-' LLI J M CV 7 w Z J co d 0 N O LL JN J ■ � Lu w E C J z � o � a C 0 z 00 co c. .y w of D O Z X1 rI o CNU 0 LL] U) > Q a) W Lo > N Lui 0- 7 z N (n -`-' LLI J M CV 7 M O r Z J co d 0 N O LL JN J ■ � Lu w E C J z � o � a C Area Schedule (Roof + Impervious) Name Area Roof + Impervious 4123.5 SF Grand total: 1 4123.5 SF CO Exhibit D W J �F Ce) o (9 U W � � U U m O }, F LL U U O a� L ■ W 7 >, ■ F LO 7- W (1) I LC? r,: CO ■ Z U N M C Ix M= %E L� Q 6 X CO m E X W p U N 0 W N0 U) > Q c� a) w 0 � 70w N L UJ 0L 7 z N (n -`-' w J M r CN T7 oo ao w d M Z J N � a O E C � 0 U O W 0 z O o (A c. W �D O Z M r CN T7 oo ao M - O T- T06 d M Z J N � a O E C � 0 U O W ��...�.o.��.r..�..uu.��.�...ri.�.. I�i '. . ..I V•r r mr� I■■ .�� . :ir .�.�:.L..rr.nr.rla�.lu�. it 8X8 TIMBER TRUSS - JN .r..rai..l.fr..lar.�. .. • • F M__ � F M-7 [miss, - ASPHALT ROOFING — 2X8 FASCIA OVER 2X12 SUB -FASCIA W/ 4" REVEAL T-111 4" REVEAL SOFFIT ui ..I VERT. BOARD AND BATT ' OVER l Mimi 111!1� T -1m, Ril �1l� A���I■I■I■I�I'I'III 'I ■�� / •• I■ll ■ iON ii ■ 1111 1.11 (moil. II�■ 1111 1.11 ■ I.II III ■■■■ ■■■■ ■■■■ ■■■� ' I.111 iil al ■■■■ ■■■■ ■■■■ ®�■■� ■■■■ ■■■� ■■■■ ■■■■ Dill SII■ia ■■■■ ■■■■ ■■■■ ■■rA • mlll■ ,JOS I •CORNER GRADE 9121' s� 1 1 1 • 1 1 � 1A4.1 ------- 14.1 ----------- ————----------- 8149'-7" 8146'-23/4"-` CORNER GRADE = 8118.5' co ----------- 8119'- 6" 3 1 ------ 1A4.2 ---------------------1A4.2 —-------- 8146'-23/4"-1. 8149'-7" _j, ---------- — --! W ......r.Id p r r..lrllr. Plate Height • \ ■■■■■11II II .■ ■■■■■■■■■■ 6X6 MID -POSTS ■■■■■■MI? u.. a■ ■■■■■■■.■■ ■■■■■C 411. ■ ■■■■■■■■■■ Ross■■■._. 1110 il•■ ■■■■■■■■■■ ■■■■■ ■■111 Ills 7■ ■■■■■■■■■■ ■■■■■■■111, Ills l PPER LEVEL • 1 ' III STONE BASE: r`ik--- TELLURIDE GOLD STACK STONE CORNER GRADE 8118.5' 1 1 1 ■ 1 RI 16' Exhibit D TINNIN X W O U N 0W O U) > Q W W LO0 Q_N Lui 0_ 7 z 0) V N (n w J .WINES! 3: M r N r 00 w Y) O Q W W J W 2 M J � O 0 � C U Q = O �E r) o (-- U o a W U � � U F m O }, U 020 Iii O a� L F � >, W ■ ■ Z I U �? N r` oo C momQ IX M= 6 %E NN X (o m E z TINNIN X W O U N 0W O U) > Q W W LO0 Q_N Lui 0_ 7 z 0) V N (n w J .WINES! 3: M r N r 00 w Y) O Q W J W 2 M � O 0 � C U Q = O o a z CA z O o W � D 0 Z TINNIN X W O U N 0W O U) > Q W W LO0 Q_N Lui 0_ 7 z 0) V N (n w J .WINES! 3: M r N r 00 ch � O r Y) O Q W J W 2 M � O 0 � C U Q = O o a z 35HEIGHT LIMIT 1\ L,-8151'-93/4 — OL — — -- - -- -- — - -- -- - - -- -- -- - 8148' -5 1/16" 8130' - 1 3/4" 75 0 M O N 0 co Plate Height 8139' - 2 3/4" UPPER_LEVEL 8130'- 1 3/4" - GAS METER IIlll III II III iliiipiP III III III III i� l1=1II d=M II H"SEMIFEEVATION HOUSE A METERS � " 1/4" = 1'-0" ____—_---"___—__--___ - — III 0' 2' 4' 8' —111I —1 1 17t, 111 111 11111 �I�� III II 2 �WEST ELEVATION 16' 1/4" = 1'-0" LOWER LEVEL 8120'- 0" Plate Height 81391--2 3/4" iPIPER LEVEL 8130'- 1 3/4" l JWER LEVEL 8120'- 0" i Exhibit D ^^X W o U N W o U) > Q c� a) w 0 � 70w CD -N L 0- 70 ry z N (n -`-' w J r) cM N T7 M O T— Z O F— W Q W J C'**4 J W C/) W ■ M 4 z 0 �E c.0 C9 U 73 C W U 0 00 U O Co 0 U N o 0- ILL O }, U� ■ C1 O a� L W F 7- 7- W ■ ■ Z U N oo E Q M CD %E 6, X m m E z a - ^^X W o U N W o U) > Q c� a) w 0 � 70w CD -N L 0- 70 ry z N (n -`-' w J r) cM N T7 M O T— Z O F— oo Q W J C'**4 W C/) W ■ M 0 73 C a ~ O Co 0 U N o 0- Q W z O o C/) c. .y w of D 0 Z ^^X W o U N W o U) > Q c� a) w 0 � 70w CD -N L 0- 70 ry z N (n -`-' w J r) cM N T7 M O T— Z O F— oo Q W J C'**4 W C/) W ■ M 0 73 C a ~ O Co 0 U N o 0- Q W co A - SECTION GARAGE1 U 1/4" = 1'-0" plate Hei ht 139'- 2 3/4" :'ER LEVEL � 130'- 1 3/4" 1 VER LEVEL 8120'- 0" 1/4" = I' -U" Plate Height 8139'- 2 3/4" �-110 UPPER LEVEL 8130'- 1 3/4" 1 LOWER LEVEL 8120'-0" V 0' 2' 4' 8' 16' - SECTION MBED NORTH2 1 /4" = 1'-0" Hei ht - 2 3/4" LEVEL - 1 3/4" LEVEL 20'-0" Exhibit D ^X W O U N 0LU o U) > Q c� a) w 0 � 70w CD -N L 0- 70 ry z N (n -`-' w J i) M NO r 0o w N z O W U (D � J a� E z o J (3) Co m C U N o m �E r) o (-- U 0 Q_ W U 0 00 U F m O }, U ■ C1 LL O 62 W F 7 7- �>, W c ■ ■ Z I U Lc? N r` co oo E Ix Q M= 6 %E 6, X (o m E z ^X W O U N 0LU o U) > Q c� a) w 0 � 70w CD -N L 0- 70 ry z N (n -`-' w J i) M NO r 0o w N z O U (D � a� E z o J (3) Co m C U N o m 0 Q_ 0 z O o C/) c. .y LU of o 0 Z ^X W O U N 0LU o U) > Q c� a) w 0 � 70w CD -N L 0- 70 ry z N (n -`-' w J i) M NO r 0o M r N z O U (D � a� E z o J (3) Co m C U N o m 0 Q_ 75 Q 0 0 co co O N O co 1 pa.1 Height 2 3/4" _EVEL 1 3/4" 19'-6" D 2 Ci - JCI.. I IVIN IVICSCU IVVK I h 1/411 = 1'-0" 0' 2' 4' 8' 16' 1 1 4.3 19'-6" 1 B - SECTION STAIRS 1/411 = 1'-0" 2 1 A4.1 Plate Height t 8139'- 2 3/4" r UPPER LEVEL 8130' - 1 3/4" �1 LOWER LEVEL 8120'-0" ID� r1k7 rFL—� W B SECTION GARAGE Exhibit D I nX W 0. U O ' Q 0 CD— N L__ OL 70 N J 1 LU U) LU LIJ ry z (D U) Lij r) M N c O r z W N J W - 0 �z J �E r) o (-- U � � U W U � � U F m O }, U ■ C1 Iii O 62 W F 7 7- �>, W c ■ ■ Z I U LC? N r` co oo E IX Q M= 6 %E 6, X (o m E z z 121- nX W 0. U O ' Q 0 CD— N L__ OL 70 N J 1 LU U) LU LIJ ry z (D U) Lij r) M N c O r z N W - 0 �z J � � U D m O a_ z z O o C/) c. W O o 0 z nX W 0. U O ' Q 0 CD— N L__ OL 70 N J 1 LU U) LU LIJ ry z (D U) Lij r) M N c O r z N W - 0 �z J � � U D m O a_ co A&B - SECTION SOUTH 1/411 = 1'-0" Plate Hei ht 8139'- 2 3/4" UPPER LEVEL � 8130'- 1 3/4" V LOWER LEVE� 8120'0" .1 0' 2' 4' 8' 16' Exhibit D W J �E r) o (-- U W � � U U m O }, F � U U O 62 ■ W 7 >, ■ F 7- W (1) I LC? r,: co ■ Z U N oo E IX M= %E Q 6 X (o 0 E LL ^X W 0. oCN U 0 w o U) > Q c� a) w 0 � 70w N L 0— 7 z N (n -`-' w J � N r co w C/) Z o M W - �Z �o Q � U m � � O W 0 z O o (A c. .'� W �D 0 z � N r co r O r C/) Z o M W - �Z �o Q � U m � � O W LOWER LEVEL D - LOWER LEVEL 992.7 SI K Area Schedule (Gross Building) Name Area C - GARAGE 584.6 SF C - LOWER LEVEL 996.8 SF C - MAIN LEVEL 1367.7 SF D - GARAGE 599.6 SF D - LOWER LEVEL 992.7 SF D - MAIN LEVEL 1334 SF Grand total: 6 0 M O N O 00 5875.4 SF Area Schedule (Unit C - Livable Area) Name Area C - LOWER LEVEL 996.8 SF C - MAIN LEVEL 1367.7 SF Grand total: 2 2364.6 SF Area Schedule (Unit D - Livable Area) Name Area 992.7 SF D - LOWER LEVEL D - MAIN LEVEL 1334 SF Grand total: 2 2326.7 SF O N LO 1 1 2 UNIT C UNIT D 36' - 0" 36'- 6" A4 1 2'-0" 23'-61/2" 10'-51/2" 12" 23'-0" 3'-0" 8'-0" 2'-6" 01 LO, DRIVEWAY 8122' - 0" — - FRONT - = PORCH GARAGE _ POO _ 22'- 7 1/2" BATH 1 a� I BEDROOM 1 11' -2 1/2" DN. UP -------/----- ----- ------ , , 3 A4.2 23'- 2 1/8" DRIVEWAY 1 II GARAGE- - -- 1 2 _ o A4.2 0 N BATH 2 ----- II II II II II II II LL------- ------- II II II II II II II i� IW v BEDROOM 2 DEN 12'-1" 11'-21/2" 'v ~ 8123' - 0" PATIO I I I I I I I I I I I I I I I , 11'-6" 13'-0" 11'-6" I 36'- 0" UNIT CNd/ UNIT D HOUSE C 01 21 41 I N BEDROOM 1 N 11'- 21/2" 11'- 6" 22'-1" O ° 12'-1" c� M N BEDROOM 2 13'-0" 36'-0" HOUSE D FRON PORCH- _ W (D Q O Cf) I I I I ENTRY DN. UP I =1 U I LU------ -------- ---- I I I I I V------- ------- LAUNDRY 8123'- 0" 0 D W II II I II II II II j------------ --- III I DEN 11'- 21/2" _ = I PATIO I I I I I I I I I I 11'-6" I I I I -------------------------- LOWER LEVEL FLOOR PLAN 1 /4" = 1'-0" 0 O Eo Co O 1 A4.3 a zo Exhibit D wz E W _ U Z (n ui Z Z c W Q W r F m aJ D r-- T O U2!, n ao o H X rn E VUOVOo�`e ��mJrn� Hw0 c mYa>. N X 0. O U N W o � Q > M (1) W LO > a N �� w N U) -F-' LLQ J 0 N r � w Z Q J a W O O LL J 0 NW J a) E LU J W Q) CUJ 0 C p 0_ O �E cY) o U Lu U p F LL O U ■ C1 U- 0 ai L W F 7- ( >, W ■ E ■ z I Lq coV r` co C Ix Q N M= � E 6, X M m E Z wz E W _ U Z (n ui Z Z c W Q W r F m aJ D r-- T O U2!, n ao o H X rn E VUOVOo�`e ��mJrn� Hw0 c mYa>. N X 0. O U N W o � Q > M (1) W LO > a N �� w N U) -F-' LLQ J 0 N r � w Z Q J a O O LL J 0 NW a) E LU J W Q) CUJ 0 C p 0_ O D Z O o .y w �D C Z wz E W _ U Z (n ui Z Z c W Q W r F m aJ D r-- T O U2!, n ao o H X rn E VUOVOo�`e ��mJrn� Hw0 c mYa>. N X 0. O U N W o � Q > M (1) W LO > a N �� w N U) -F-' LLQ J 0 N r � O r Z Q J a O O LL J 0 NW a) E LU J W Q) CUJ 0 C p 0_ O C n V co HOUSE C 0' 2' 4' 8' 16' HOUSE D MAIN LEVEL FLOOR PLAN 1/411 = 1'-0" Exhibit D W J �E r) o (9 U W � � U U m O }, F LL U U O a� L ■ W 7 >, ■ F 7- W (1) I LC? r,: co ■ Z U N oo E Ix Mr %E Q 6 X (o 0 E75. wz E W _ U Z (n ui Z Z c W Q W r gu)un, oM O II.- E VU0 cD-32 ��mJrn� H�OQ".c mYa>a� N X U N 0 W o U) (DQ a) w 70 > a NL-- w CDL 7 z N (n -`-' Lli JLLcu M r N r w Z Q J 0o a O N J NW �W E J C ZZ C o � 0 z� O o W �D O Z M r N r M r O r Z Q J 0o a O N J NW �W E J C ZZ C o � co n Roof Level U 1 " = 10'-0" ur\ir- i nrw vE".r\ NOT COUNTED DRIP-THRU DECK NOT COUNTED Grand total: 1 Exhibit D W J �E r) o (-- U W 0 00 U U m O }, F LL U U O a� L ■ W 7 >, ■ F 7- W (1) I Lc? r` co ■ Z U N oo C IX M= %E L� Q 6 X (o m E75. wz E W _ U Z (n ui Z Z c W Q W r gaJ7�cp� � u)un, oM O II.- E VU0 cD-32 ��mJrn� H�OQ".c mYa>a� N X U N LL] o U) Q m a) Lu 70 > c- N �� w CDL 7 z N (n -`-' LJJ J T T ' � w a U 06 M Z J , Na � E O O � LCL (D � 0 U a) O 0_ 0 z� O o .y I.I_I �D O Z T T ' � T— o O T- a U 06 M Z J , Na � E O O � LCL (D � 0 U a) O 0_ Q N M C) N O 00 STUCCO RELIEF TRIM 4" SURROUND - 8X8 TIMBER TRUSS - 8X8 TIMBER POST - - -- - - ASPHALT ROOFING -- 2X8 FASCIA OVER 2X12 SUB -FASCIA W/ 4" REVEAL — T-111 4" REVEAL SOFFIT 2X8 WOOD TRIM - - - 2X6 SIDE WOOD TRIM -- - 2X4 BOTTOM WOOD TRIM W/ APRON J Plate Hei ht = 8142'-23/ " cD LU SIDING: BOARD AND BATT /ER 1X10 ROOF D COR -TEN UPPER LEVE 8133'- 1 3/. )D HEADER D TRIM FINISH pow- LOWERLEVE--— _ 8123'-0" 17 1 II - I U 1 — 11 IIi I �_11 P I I I — -STONE VENEER: CUSTOM DOOR TELLURIDE GOLD STACK STONE NORTHELEVATIOI — —III 1 ,N I _ - SELECTION BY W/ COLO BUFF CUT -STONE CAPOVERHEAD GARAGE DOOR W/ WOOD TRIM PACKAGE 1/4 -1-o II Ifl I III III III fll OWNER 8X8 TIMBER TRUSS --- 8X8 TIMBER POST - - ------ mill low] i fr O ■■If4■■1 rr�i�n rrrnr■rr■i�■■rn. ■rsr�o■r■■ii■r■■ frrlq�rrr■1l■r■ ���Er■se�■r■rnrr rr�[�nuf�nr■Ir n�■rrsnt■at `■r■■Ir■r■r1lr■r■ �nr■.•■■nd 11 r■■«■r■■�r■r■■.■ ■rrr�..■�n•rrr� lots,Biu r W.r I «u incl 1 A4.2 8149'-23/4" 8152'-7" ----- - -- OIL 1 -_-1 -L - -:- - -i U I_i L J.I - . r—.J Lam- I,I� .Ll,u: .� _1�� __ .-LJ LJ �L._. ! _ .J, I I I 1 LL mmmm,: r�r■■rrrirrr.r�i .�::� rrrr■rrnrr�.r■■nr.r■iii■r■■��■rn�■rrn�■rrr��.rr■ n�■r■n ���u n��n�r�nnr■�_o��Milo I SOUTH ELEVATION 1/411 = 1'-0" - STUCCO WAINSCOT W/ SLOPED STUCCO TOP Ilr�r�rnr4i�1 . ■rr�■rr 1i■11r1� 1 INI r■.r■1 METAL ROOFING: RUSTED COR -TEN Sao`, Plate H i ht IF= mmi�m 8142' - 2 /4" I II■11111 If � Jt■■■■Illf■■I II■11111 ii ■ 1!!■■■CIIII■■I • • I ■• II■11111 li. ■ _-rnnn' Il'-�■I II■11111 __- f,� ■ II.■■1 II■11111 ■�� .. 11 ■ IL.■■I II■11111 ■�� II ft ■ 11;■■1 II■11111 ■11 II 11 ■ ! ■■1 li- i ■ • 1 I —_— r. 0' 2' 4' 8' 16' Exhibit D I wzE W _ U Z ZZ U,aw 2'5, aJ7�cp� , O:M�nao� o � 0Xo�E VUOVo_`e ��mJrn� HD!0 u,Ya>a� N nX W o U N 0LL1 Q U) ^ a � � > c� a) Lu 70> C)- N� w 7 I� Z N (n -0 LLI J r N r 00 w O � Q � W W J W 2 F_ O ■ M J � z Q co c U 0- = O z �E r) o (-- U W U 0 00 U F m O }, U ■ C1 Iii W F 7- 7- 6) >, W c ■ ■ Z I U Lc? N r` io oo E Ix Q M= 6 %E 6, X (o m E z wzE W _ U Z ZZ U,aw 2'5, aJ7�cp� , O:M�nao� o � 0Xo�E VUOVo_`e ��mJrn� HD!0 u,Ya>a� N nX W o U N 0LL1 Q U) ^ a � � > c� a) Lu 70> C)- N� w 7 I� Z N (n -0 LLI J r N r 00 w O � Q � W J W 2 F_ O ■ M � z Q co c U 0- = O z 0 z O o .y w cl� D 0 z wzE W _ U Z ZZ U,aw 2'5, aJ7�cp� , O:M�nao� o � 0Xo�E VUOVo_`e ��mJrn� HD!0 u,Ya>a� N nX W o U N 0LL1 Q U) ^ a � � > c� a) Lu 70> C)- N� w 7 I� Z N (n -0 LLI J r N r 00 O r O � Q � W J W 2 F_ O ■ M � z Q co c U 0- = O z 35' HEIGHT LIMIT 8151'-51/16" 11-04 II —I III1 Q I1 1 III III III f III III III EAST ELEVATION III—III I I IIII I I STL PIPE HANDRAIL 11 1 I. Plate Height 8142' - 2 3/4" UPPER_LEVEL 8133'- 1 3/4" HEM III- _ =1111 I- HOUSED METERS _ 1 I Ed Md M I I Ed 1 -III III III III III III III III III III III flil III III III III III—III III III 35HEIGHT LIMIT 1 2 —� --- 8154'-93/4" A4.3 A4.2�— 8154'-93/4"'-- --- ----- X8150' - 1 5/16" m_j HOUSE C METERS co lb 3X12 WOOD BELLY -BAND ILJ _J ■r.l�.r EI.��•F�ra. - .III. liE_— — —.- WRENN II 44- Ell I 1A I [_ �_ - - - 1 -,�, -- STUCCO WAINSCOT W/ CUT -STONE CAP GAS METERS -WEST ELEVATION 1/4" = 1'-0" v M 0 Plate Height 8142'_ 2 3/4" 70 8133'- 1 3/4" UPPER LEVEL 8133'- 1 3/4" LOWER LEVEL � 8123'-0" V 0' 2' 4' 16' Exhibit D W J �E c. O (9 U W 0 U 00 U O} F Iii U 0 O 62 ■ W >, ■ F W ■ V N � C IIx M= %E Q 6 X m 0 E75. wz E W _ U Z (n ui Z Z c Wa � aJ7r—cpT G O M n ao o HOXOrnE VUOVo_`e ��mJrn� CN H�OQ".c mYa>a� N nX W U LL] O U) Q m a) w > CL N �� wN Q 70 Ld_ I� � � Z 0 N (n -`-' Lij Jcncn !V w O Q W J NW W E Q N Rf C U N 0 ~ � Q W o � 0 z� O o .y w �D 0 z !V o O Q W J NW W E Q N Rf C U N 0 ~ � Q W o � co C - SECTION GARAGE 1 /4" = .AQ'- '1114" Plate Height & , 8142'- 2 3/4" 71F _UPPER LEVEL 8133'- 1 3/4" LOWER LEVEL 8123'- 0" 0' 2' 4' 8' 16' C - SECTION STAIRS 1/411 = 1'-0" Exhibit D W ZE W _ U Z (n ui 0 Z c W Q W r F m J ga7�cp� � u)un, oM O II.- E VUOVo_`e ��mJrn� H�OQ".c mYa>a� N X W O U N 0W> U >U) > c� a) Lu 70 > a N �L__ Lu 70 ry (D z N (n -`-' L!J J r) M T N r 00 w N z O W H L) C/) z ■ J E Q NN -1— o C U O 0- m �E r) o (-- U W U � � U F m O }, U ■ C1 LL O a� L W F 7 7- � 1 , W c ■ ■ Z I U LC?ti N co oo E Ix Q M= 6 %E 6, X (o m E z� W ZE W _ U Z (n ui 0 Z c W Q W r F m J ga7�cp� � u)un, oM O II.- E VUOVo_`e ��mJrn� H�OQ".c mYa>a� N X W O U N 0W> U >U) > c� a) Lu 70 > a N �L__ Lu 70 ry (D z N (n -`-' L!J J r) M T N r 00 w N z O H L) C/) z ■ E Q NN -1— o C U O 0- m 0 U) z� O o (� c. W �D 0 Z W ZE W _ U Z (n ui 0 Z c W Q W r F m J ga7�cp� � u)un, oM O II.- E VUOVo_`e ��mJrn� H�OQ".c mYa>a� N X W O U N 0W> U >U) > c� a) Lu 70 > a N �L__ Lu 70 ry (D z N (n -`-' L!J J r) M T N r 00 � O r N z O H L) C/) z ■ E Q NN -1— o C U O 0- m 75 Q 0 0 N C) M 0 N O 00 0' 2' 4' 8' 16' C&D - SECTION SOUTH 1/411 = 1'-0" co Plate Hei ht 8142'- 2 3/4" UPPER LEVEL � 8133'- 1 3/4" V LOWER_LEVE� 8123'0" .1 0' 2' 4' Roof Level � 8158'-0" V 8' 16' 1 Exhibit D wzE W _ U z (n ui 0 Z c W a 00 aJ U5 I-- H- p x Orn E VUOVo.`2 ��mJrn� H w O Q" c mYa>a� N ^^X W o U N 0LU > U) > c� a) w 70 > c -N�� w 70 ry (D z N (n -`-' LJJ J r) M T N r 00 w C/) z W O W M J U) z - �E r) o (9 U C U W U � � U NN -1— 0 F � m O }, U ■ C1 Oa� L W F 7 7- 1, W c ■ ■ Z I U LC?ti N co oo E IX Q M CD E 6, X m m E z� wzE W _ U z (n ui 0 Z c W a 00 aJ U5 I-- H- p x Orn E VUOVo.`2 ��mJrn� H w O Q" c mYa>a� N ^^X W o U N 0LU > U) > c� a) w 70 > c -N�� w 70 ry (D z N (n -`-' LJJ J r) M T N r 00 w C/) z O W M U) z - C U D m NN -1— 0 O W 0 z� O o (� c. W �D 0 z wzE W _ U z (n ui 0 Z c W a 00 aJ U5 I-- H- p x Orn E VUOVo.`2 ��mJrn� H w O Q" c mYa>a� N ^^X W o U N 0LU > U) > c� a) w 70 > c -N�� w 70 ry (D z N (n -`-' LJJ J r) M T N r 00 r O r C/) z O W M U) z - C U D m NN -1— 0 O W 75 n 00 0 0 N 00 �I 1 1 1 1 REMOVE (28) SERVICEBERRY AND OTHER SHRUBS (APPROX.) SAVE (3) SERVICEBERRY - LARGE SIZE SAVE (6) SERVICEBERRY - LARGE SIZE SAVE (2) SERVICEBERRY - LARGE SIZE SAVE (1) SERVICEBERRY - LARGE SIZE SAVE (1) SERVICEBERRY i - LARGE SIZE - ---- THE ARCHITECT COUNTED OVER (50) FIFTY MATURE SAVE (1) SAGE BRUSH WITHIN THE UNDISTURBED AREA. SERVICEBERRY - LARGE SIZE TOTAL LARGE SHRUBS SAVED: 18 TOTAL MATURE SAGE BRUSH SAVED: 50+ JMVC 11) OIAVG t 1) SERVICEBERRY SERVICEBERRY - LARGE SIZE - LARGE SIZE SAVE (1) SAVE (1) SERVICEBERRY SERVICEBERRY - LARGE SIZE - LARGE SIZE EXISTING LANDSCAPE PLAN 111 _ 30'-011 Exhibit D M_ O r M E (D r U N ca � � o a W J a o z <o F ❑ � U 0 d vs �U - [1[ ■ F mc6 2 O a > LIJ.? ■ I `o �E �r o a a P O `^] L/ M_ N Qo J c: 0 :° J ': m -0 LIJ v) o N a� o Lu _o > W 0 ZO (DY N w_j U ° w o m � N 0 J � J ) w AVON Staff Memorandum TO: Planning and Zoning Comm i ,on FROM: Jared Barnes, Planner II { DATE: August 16, 2013 RE: Lots 21, Block 2, Benchmark at Beaver Creek Subdivision Background At the August 6, 2013 meeting the Planning and Zoning Commission (PZC) reviewed a color change application for three (3) properties: the Christy Sports building; the Benchmark Shopping Center building; and, the Avon Annex building. The applicant received approval to move forward with the color change on the Christy Sports building, but the remaining buildings were continued with concerns over how some of the colors would appear on the site. The PZC directed the applicant to paint samples of the proposed colors on the Annex and Benchmark Shopping Center buildings, so that a review of the colors under natural light could be performed. The Applicant complied with this request and in addition painted alternative color samples for the "Monterey White" color, including, "Manchester Tan" and "White Sands". The PZC held a Special Meeting on August 13, 2013 to review these color samples and provide further direction or a decision on the proposed color scheme. At that meeting the PZC discussed their concerns over the (Light Reflective Value) LRV for "Monterey White". Ultimately the PZC approved the color change application with the following conditions and findings: Conditions: 1. The Christy Sports Building is approved as proposed; 2. The Benchmark Shopping Center is approved as proposed; and, 3. The Annex building colors were approved as follows: a. "Buckingham Gardens" was approved as proposed as an accent color; b. "Branchport Brown" was approved as proposed as a roof color; and, C. "Monterey White" was _not approved, but "Manchester Tan" was approved as a base color. Findings: 1. The LRV for "Manchester Tan" was nominally outside the Design Standards; 2. The Annex building is a one story building and there will be minimal visual impact as compared to a taller building; 3. "Manchester Tan" is substantially similar to what exists on the building today; 4. "Monterey White" was approved on the soffits of the Benchmark Shopping Center as it was limited to the ceiling of the walkways and will have limited application. August 20, 2013 PZC Meeting — Hoffmann Investors Color Change Page 1 of 3 Update The property owner requested that he be allowed to present the proposed "Monterey White" color for the base of the Annex building to the PZC to discuss their desire to utilize the color palate as originally proposed. Below are the Development Standards for building colors as stated in the Avon Municipal Code. Section 7.28.ogo(c), Generally Applicable Design Standards, outline the requirements for building materials and colors as follows: (3) Building Materials and Colors (i) The use of high quality, durable building materials is required. Exterior walls shall be finished with materials used in a manner sympathetic to the scale and architectural style of the building. (ii) Preferred materials reflect the Town's sub alpine character such as native stone, wood siding, masonry or timbers. (iii) The following building materials and wall finishes are not permitted on the exterior of any structure: (A) asphalt siding, (B) imitation brick, (C) asbestos cement shingles or siding, (D) imitation log siding, or (E) plastic or vinyl siding. (iv) The Planning and Zoning Commission shall consider newly developed materials in light of subsections (i) -(iii), above, and make a determination about appropriateness. (v) Indigenous natural or earth tones such as brown, tan, grey, green, blue, or red in muted, flat colors with an LRV (Light Reflective Value) of sixty (60) or less are required. (vi) The following colors are prohibited: neon, day -glow, fluorescent, reflective, and non -earth tones. (vii) All flues, flashing, and other reflective materials shall be painted to match and/or appropriately contrast with adjacent materials. Review Criteria The PZC shall use the following review criteria as the basis for recommendations on the Application: §7.16.o8o(f), Development Plan (1) Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; (2) Evidence of substantial compliance with the §7.16.ogo, Design Review. (3) Consistency with the Avon Comprehensive Plan; (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; August 20, 2013 PZC Meeting — Hoffmann Investors Color Change Page 2 of 3 (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 (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. §7.16.ogo(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; (2) The design meets the development and design standards established in this Development Code; and (3) The design reflects the long range goals and design criteria from the Avon Comprehensive Plan and other applicable, adopted plan documents. §7.16.12o(d), Alternative Equivalent Compliance (1) The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; (2) The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; (3) The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and (4) The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this ordinance. Staff Recommendation The PZC can either approve the Minor Design and Development Plan and Alternative Equivalent Compliance as proposed or with one of the alternative colors; continue the applications to request additional colors; or, deny the application. Attachment A: Letter from the Application dated July 30, 2013 B: Color Board C: Photograph of the on -building mock-up and proposed colors August 20, 2013 PZC Meeting — Hoffmann Investors Color Change Page 3 of 3 HOFFMANN COMMERCIAL REAL ESTATE Date: July 30, 2013 Subject: Color Modification for Avon Properties Part I: Written Description of "color modification "for the Benchmark Shopping Center, Annex and Christy Sports buildings: Benchmark Shopping Center -Base color: Mexicana 2172-30 -Trim color: Branchport Brown HC -72 -Accent on ceiling and walkways: Monterey White HC -27 Annex -Base color: Monterey White HC -27 -Trim and accent color: Buckingham Gardens 545 -Roof color: Branchport Brown HC -72 Christy ports -Trim and accent color: Branchport Brown HC -72 Part II: Response to Review Criteria (d) Review Criteria. The review authority shall use the following review criteria as the basis for a decision on an application for alternative equivalent compliance: (1) The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; (2) The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; (3) The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and (4) The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this ordinance. HOFFMANN COMMERCIAL REAL ESTATE Response: Hoffinann Commercial Real Estate has identified areas in its existing "Avon Real Estate Portfolio" where drastic improvement must be made. One of the areas identified is the repainting of its properties with a more cohesive color palette. We have utilized professional, local expertize via Worth Interiors to establish a color scheme that is consistent with Avon's look, feel and core values. The color "Monterey White HC -27" is crucial in accomplishing our goals and we are thus requesting a waiver of the required Light Reflective Value of 60 to allow a LRV of 77.32 represented by the Monterey White. Best regards, Greg Hoffmann Principal Exhibit B Benjamin Moore "Branchport Brown" (HC -72) — LRV: 7.58 — APPROVED ROOF COLOR Benjamin Moore "Buckingham Gardens" (545) — LRV: 30.2 — APPROVED STUCCO ACCENT COLOR Exhibit B Benjamin Moore "Monterey White" (HC -27) — LRV: 77.32 Exhibit C