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PZC Packet 120704December 7,2004 ,----------,1 / Town of Avon Planning & Zoning Commission Meeting December 7,2004 Meetings Held At: Avon Town Council Chambers Meetings are open to the public Avon Municipal Building / 400 Benchmark Road 5:00 pm Commission Work Session (Discussion of Items on Agenda) - REGULAR MEETING AGENDA - (Please note that all times provided are estimates only) 1. Call to Order at 5:30 pm 11. Roll Call 111. Additions and Amendments to the Agenda IV. Conflicts of Interest V. Consent Agenda: Approval of the November 16*,2004 Planning & Zoning Commission Meeting Minutes VI. Minor Modification - The Gates (5:30pm - 6:00pm) Property Location: Lot 1, Chateau St. Claire Subdivision/38390 Hwy 6 & 24 Applicant: Parkhill-lvins, P.C. Owner; CSC Land, LLC Description: Michael Stornello of Parkhill-lvins, P.C. has applied for the following Minor Modifications to the Chateau St. Claire PUD: provision for shared access with adjacent property to the east, relocation of light fixtures, change in exterior building color/material, and various alterations to the exterior of the building. This application was tabled at the Commission's last meeting in order for more design details to be provided. -- VII. Sketch Design - Single-Family Residence (6:00pm - 6:15pm) Property Location: Lot 75, Block 4, Wildridge Subdivision/5651 Wildridge Road East Applicant'. Andrew Abraham Owner: Ray Verlinde Description. The applicant, Andrew Abraham, is proposing a single-family residence (duplex zoned lot) on a .55-acre lot within the Wildridge Subdivision. The proposed residence has a maximum building height of 33' 8". The proposed materials include a stucco finish, wood siding, cor-ten corrugated siding material on portions of the garage, cedar shake and corrugated roofing material and stone veneer. The proposed square footage of the residence is 5,476 sq. ft., which includes garage space. Vlll. Sketch Design - Duplex Residence (6:15pm - 6:30pm) Property Location: Lot 106, Block 1, Wildridge Subdivision/3055 Wildridge Road ApplicantlOwner: Andrew Karow Description: The applicant, Andrew Karow, is proposing a two level duplex on a .51-acre lot within the Wildridge Subdivision. The proposed duplex has a maximum building height of 30'. The proposed materials include a stucco finish, wood siding and stone veneer. This revised sketch plan submittal is due to significant design changes to the previous sketch design. The first sketch design application was approved at your July 6,2004 meeting. Changes to the original sketch design include: 1) driveway configuration; 2) elevations; 3) retaining walls have been removed; 4) duplex connection has Posted on December 3,2004 at the following public places within the Town of Avon: â€¢ Avon Municipal Building, main lobby â€¢ Avon Recreation Center, main lobby â€¢ Alpine Bank, main lobby â€¢ City Market, main entrance bulletin board â€¢ On the Internet at http://www.avon.org / Please call (970) 748.4030 for directions changed; 5) building footprint has changed: and 6) the amount of site disturbance has been decreased. IX Final Design - Single Family Residence (6:30pm - 6:45pm) Property Location: Lot 5, Block 3, Wildridge Subdivision/5039 Wildridge Road East Applicant/Owner: Leslie Roubos Description: Leslie Roubous is proposing a single-family residence on the downhill side of Wildridge Road East. The unit would total approximately 4,000 square feet of livable space and would require tiered retaining walls to gain access. The Commission approved a sketch design for a duplex on the same property earlier this summer. Additionally, the Commission reviewed and provided feedback on a revised single-family design at their October 5,2004 meeting. X. Minor Project - Fence (6:45pm - 6:50pm) Property Location. Lot BOA, Block 1, Wildridge Subdivision/2465 Draw Spur, Unit A Applicant/Owner: Bill Vancuren Description: The applicant is proposing a 3' tall split rail fence on his property in Wildridge. The fence measures approximately 24' x 16' and was constructed approximately 2 months ago. All fences require specific approval from the Planning Commission. XI. Minor Projects - Staff Approvals (6:50pm - 6:55pm) A. Property Location: Lot 22, Block 2, BMBC - Outback Steakhouse Applicant. Don Shipp, Const. Manager Owner: Timberline Company Description: Remove existing exhaust, replace with upgraded exhaust and duet system. B. Property Location: Tract Q, Block 2, BMBC - Benchmark Shopping Center Applicant: Kent Beidel, Nova Entertainment Owner: Stoltz Management Description: New door for future business to match existing doors in building. C. Property Location. Lot 85, Block 4, Wildridge Subdivision ApplicanUOwner: Frank Hame\ Description: Lengthening of non-structural retaining by approximately 87' on downhill side of duplex. XII. Adjourn (6:55pm) Posted on December 3,2004 at the following public places within the Town of Avon: â€¢ Avon Municipal Building, main lobby â€¢ Avon Recreation Center, main lobby â€¢ Alpine Bank, main lobby â€¢ City Market, main entrance bulletin board â€¢ On the Internet at http //www.avon.org / Please call (970) 748.4030 for directions Minutes of Planning and Zoning Commission November 16, 2004 Council Chambers Town of Avon Municipal Building 400 Benchmark Road 1. Call to Order The meeting was called to order at 5:30 pm. 11. Roll Call All Commissioners were present. 111. Additions and Amendments to the Agenda There are no additions or amendments to the agenda. IV. Conflicts of Interest Commissioner Evans voiced conflict with Item VII, Master Sign Program - American National Bank, Property Location: Lot 70, Block 2, Benchmark at Beaver Creek Sub/71 Beaver Creek Place. Commissioner Karow stated a conflict with Item VI, PUD Amendment - The Gates, Property Location: Lot 1, Chateau St. Claire Subdivision/38390 Hwy 6 & 24, Applicant: Parkhill-lvins, P.C. Owner: CSC Land, LLC, Resolution No. 04-26 and Item VII, Minor Modification - The Gates, Property Location: Lot 1, Chateau St. Claire Subdivision/38390 Hwy 6 &24, Applicant: Parkhill-lvins, P.C., Owner: CSC Land, LLC. V. Consent Agenda Commissioner Trueblood motioned for the approval of the Meeting Minutes from the October 19th, 2004, Planning and Zoning Commission Meeting; Commissioner Didier seconded the motion and the motion passed unanimously with Commissioner Karow abstaining due to his absence. VI. PUD Amendment - The Gates - PUBLIC HEARING Property Location: Lot 1, Chateau St. Claire Subdivision/38390 Hwy 6 & 24 Applicant: Parkhill-lvins, P.C. Owner: CSC Land, LLC Resolution No. 04-26 Description: Michael Stornello of Parkhill-lvins, P.C. has applied for an amendment to the Chateau St. Claire PUD (pursuant to Section 17.20.110K of the Avon Municipal Code) to create a financial contribution to an existing affordable housing project, a perpetual public service impact TIMESHARE AMENITIES fee, and three (3) ADDITIONAL timeshare units in lieu of a PUD requirement for six (6) on-site deed restricted units. F:,Planning & Zoning Commission\Minutes\2004\111604.DOC Page 1 of 7 . Eric Heidemann presented the Staff Report to the Commission and disclosed two corrections to the Staff Report: Under Staff Recommendation, Recommended Motion, the Resolution number should be changed from 04-20 to 04-26; and #2 should reflect a change from (2006) to the Amending PUD Ordinance. Commissioner Savage questioned the Time Share Amenity Fee and Norman Wood, Town Engineer, approached the podium to respond. Commissioner Trueblood questioned the elimination of the restaurant and employee housing. Mike Stornello, applicant representative from Parkhill-lvins, approached the podium to answer Commissioner questions. Mr. Stornello voiced that the restaurant had been replaced by an owner amenity locker room for boots and ski equipment. A limited service bar remained in the plans. Mr. Wood had commented that the PUD was dependent on the approval of the Development Agreement. Commissioner Smith inquired as to the size of the employee units and the response by Mr. Stornello was that they were 800 sq ft with one bedroom. It was questioned if the units were to be employee housing or rental units. Conversation proceeded with the need for additional employee housing and Commissioner Trueblood expressed that these 6 units were not mandatory and the money from it could better benefit other employee housing scenarios. Commissioner Evans mentioned that this project was initially designed to be a mixed-use project with retail, commercial and housing. He continued with questioning the balance of negating 6 affordable housing units from the project in lieu of $100,000 and commented that the Planning and Zoning Commission was not the venue to decide the monetary direction of a project. Mr. Stornello responded by reminding the Commission that the new developer has been involved in this project for approximately 6 months. The restaurant was proposed as a fill for the project and the retail was intended as a guest amenity. The removal of the restaurant addressed the lack of parking for external guest use. The 2-year extension to the Development Agreement gives the Town leverage for completion of the project and the developer is willing to concede the issue. Mr. Stornello voiced that the full time employees would total 2 or 3 at most. Commissioner Trueblood suggested 2 units be provided for these employees and put the remaining 4 units into the rental/timeshare pool. Commissioner Savage commented on the economic impact of 6 employee units as opposed to the impact fees. Commissioner Evans thought the impact fee was more economically valuable but that the Planning and Zoning Commission was not in the position to make this decision. Commissioner Trueblood expressed comfort with acceptance of the PUD as it was presented. Commissioner Trueblood motioned for the approval of Item VI, PUD Amendment - The Gates, Property Location: Lot 1, Chateau St. Claire Subdivision/38390 F Planning & Zoning Commission:Minutes\2004\111604.DOC Page 2 of7 . 7 Hwy 6 & 24, Applicant: Parkhill-lvins, P.C., Owner: CSC Land, LLC, Resolution No. 04-26, with the following conditions: 1. The PUD amendment is contingent upon a valid Development Agreement between CSC Land, LLC, and the Town of Avon being approved; 2. Eliminate requirement #3 (Ordinance 98-6) for employee housing to be replaced by three fractional ownership units; 3. Payment of a $100,000 fee to the Town of Avon to mitigate Employee Housing requirements prior to the issuance of Temporary Certificate of Occupancy; 4. Payment of a Time-Share Amenity Fee to offset additional costs for transportation and recreation; 5. Failure to obtain a Certificate of Occupancy within two years of the effective date of the Amending PUD Ordinance shall automatically terminate all permits and no further development shall be permitted under existing approvals; and 6. Except as otherwise modified by this permit approval, all-material representations made by the applicant or applicant representative(s) in this application and in public hearing(s) shall be adhered to and considered binding conditions of approval. Commissioner Struve motioned to second. All commissioners were in favor and the motion passed 6 to 0. VII. Minor Modification - The Gates Property Location: Lot 1, Chateau St. Claire Subdivision/38390 Hwy 6 & 24 Applicant: Parkhill-lvins, P.C. Owner: CSC Land, LLC Description: Michael Stornello of Parkhill-lvins, P.C. has applied for the following Minor Modifications to the Chateau St. Claire PUD: provision for shared access with adjacent property to the east, relocation of light fixtures, change in exterior building color/material, and minor alterations to the exterior building elevations. Matt Pielsticker presented the Staff Report and requested of the Commission to table this application in lieu of receipt of a grading plan. Mr. Stornello asked that the grading plan be a condition of the approval of this application. Mr. Wood did not think it would be a problem. Commissioner Savage asked if the Applicant had opened communication with the adjacent property owner for the shared access and he felt it would increase the value of the adjacent property. Mr. Stornello stated that dense planting on the median strip should aid in elimination of a motel appearance. Commissioner Didier asked that the mock up have details such as shutters, railings, metal fencing and colors. Commissioner Smith asked why the planters were eliminated and the response was that the planters tend to leak and mar the appearance of the stucco and require additional maintenance expense. Commissioner Evans brought to light how the original project has been scaled down to its current form and questioned where the detail has gone. His concern regarding the disappearance of the massing such, as the original stone front, and he feared that the detailing may be totally eliminated. The message to the developer, aside from the changes presented, was to continue with detail. Mr. F:\Planning & Zoning Commission\Minutes\2004\111604.DOC Page 3 of 7 Stornello voiced that the construction documents submitted to the Town were approved and he would present the changes in greater description. Commissioner Evans voiced the need for more definitive detail on the project. Commissioner Smith mentioned that without the detail, perhaps tabling would be most beneficial. Mr. Stornello asked for a list of the detail requested. Commissioner Evans will coordinate with Matt Pielsticker to provide said list. Commissioner Struve mentioned that if the mock up did not include detailing, it would not be beneficial to the client. Mr. Stornello suggested that prior to mock up, the commission review the preliminary mock up drawing for its approval in order to continue with the actual mock up. Commissioner Smith motioned to table Item VII, Minor Modification - The Gates Property Location: Lot 1, Chateau St. Claire Subdivision/38390 Hwy 6 & 24 Applicant: Parkhill-lvins, P.C., Owner: CSC Land, LLC, until the next Planning and Zoning Commission meeting and staff will provide, with the assistance of Commissioner Evans, a list of the detailed items the Commission would like to review along with a revised grading plan. Commissioner Savage seconded the motion. All commissioners were in favor to table. Vlll. Sketch Design - Duplex Residence Property Location: Lot 42A, Block 4, Wildridge Subdivision/5101 Longsun Lane Applicant.- Greg Macik, TAB and Associates Owner: ASE, Inc. Description: Greg Macik is proposing a new duplex on Longsun Lane. The proposed building measures approximately 8,543 square feet with a maximum building height of 31'8". The proposed materials include a stucco finish with a combination of stone veneer and wood siding. Eric Heidemann presented the Staff Report. Greg Macik, Tab Associates, approached the podium. He commented that the snow storage can be moved and will show the necessary spaces at the Final Design Review. The mirror images will also be addressed by final design. Tab Bonidy, questioned the board and asked what massing or materials would be best to use. Commissioner Savage remarked that the type of materials help but the structure would need to be worked to change the mirror look. Commissioner Evans suggested that a double garage door, change in some materials and the like, could change the appearance. Commissioner Didier commented that the driveway was tight to Longsun Lane but it is on the setback lines and there is no movement in it. Commissioner Karow felt this application met the design review criteria. F:\Planning & Zoning Commission\Minutes\2004\111604.DOC Page 4 of 7 IX. Master Sign Program Amendment- American National Bank Property Location: Lot 70, Block 2, Benchmark at Beaver Creek Sub/71 Beaver Creek Place Applicant: K\t Magley, Gardner Signs, Inc. Owner: American National Bank Description: Kit Magley is proposing a Master Sign Program (MSP) amendment to the American National Bank MSP. The existing program was approved for the property at the October 19, 2004 Commission meeting. The current program includes four signs including: one monument sign, one building mounted sign near the main entrance, and two freestanding directional signs. Proposed with this amendment are two additional building mounted signs. Matt Pielsticker presented the Staff Report to the Commission. Commissioner Karow questioned the previous approvals. Kit Magley, Gardner Sign and applicant representative, approached the podium for commission questions. She revealed that the plan was to have sign #4 on the same plane as sign #3. She was advised that sign #3 was a nonconforming use and sign #4 cannot be within the Town of Avon setback. Commissioner Karow mentioned that a Variance for the setback was necessary for the location of sign #4 even though the design was approved at a previous Commission Meeting. Ms. Magley commented that she was in receipt of a letter stating her application was an approved sign permit. Commissioner Smith asked regarding the distance sign #4 was to be moved and the response was 8-9 feet. Mr. Pielsticker responded that the site plan was not specific and he could not accurately determine setback or frontage properly. Ms. Magley began her presentation that the frontage was incorrect and was actually 149 linear square feet and not the 144 as presented by staff. Ms. Magley read the Sign Code aloud. Commissioner Smith requested the total size of the signs. Commissioner Smith questioned Ms. Magley regarding the dimensions of the Edwards American National Bank. Ms. Magley responded that it was 1 foot by 14 feet as it is in a strip mall and mentioned that all signs in this shopping district were that size. Commissioner Smith continued that it may be too much signage for the Avon building and the signage was too redundant. Commissioner Struve and Commissioner Savage both concurred with Commissioner Smith that it was too much signage. Commissioner Didier questioned staff regarding item #5 of the Staff Report and agreed that it was too much signage for this property. Commissioner Trueblood didn't think the square footage was a problem but the redundancy of the signage was the issue. Commissioner Karow's interpretation of the Sign Code was for the 149 linear sq ft and nothing more. Ms. Magley believed that a larger sign was necessary due to the size of the trees on the property. Commissioner Savage commented that the signs could be placed at F:\Planning & Zoning Commission\Minutes\2004\111604.DOC Page 5 of 7 the applicant's discretion but it could not exceed the sign program's footage allotment. Tim LyBarger, American National Bank representative, approached the podium and addressed the redundancy of the signs. He asked about if the two signs are on different walls was that considered redundant. Staff will resolve the exact square footage issue with an on-site visit. Ms. Magley said they could make the south elevation sign smaller by 6 sq feet. Commissioner Trueblood motioned to approve the two additional signs provided that the total sign square footage is appropriate to the size of the building and approved by Staff. Commissioner Smith seconded this motion. Commissioner Savage stated that the monument sign and wall sign would both remain. The motion carried unanimously by all commissioners present. Eric Heidemann mentioned to the Commission that a Variance couldn't be approved administratively without submission of an application. Commissioner Trueblood requested, instead of waiting until the next Planning and Zoning Commission Meeting, that a Variance approval could be made by Staff as a condition of this Master Sign Program Amendment approval for signs #3 and #4 specifically. Commissioner Smith seconded the motion and all commissioners were in favor of the motion. X. Minor Projects - Staff Approvals A. Property Location: Lot 9, Block 3, Wildridge Subdivision/5010B Wildridge Road Applicant/Owner: 3\\\ Orsam Description: New deck and stairs to match existing. B. Property Location: Lot 49, Block 1, Benchmark at Beaver Creek Subdivision Applicant: Sortland Contractors Owner: Lawrence Simon Description.- New deck in rear of property to match neighboring units. C. Property Location: Lot C, Avon Center at Beaver Creek Subdivsion/180 West BC Blvd Applicant: Interiors Design Build, Vaughn Miller Owners: Points of Colorado Description: Automatic glass sliding doors fronting West Beaver Creek Boulevard for future tenant. D. Property Location: Tract Q, Block 2, Benchmark at Beaver Creek Subdivision/82 East Beaver Creek Blvd, Unit 104. Applicant/Owner: Nova Entertainment, LLC F:\Planning & Zoning Commission\Minutes\2004\111604.DOC Page 6 of 7 4 I Description: Adding additional door to Unit 104. Remove existing window and replace with door. Commissioner Evans questioned the approval of the Lighting Ordinance by Town Council. Commissioner Trueblood mentioned that the School Board would be meeting at Avon Elementary at 6:30 pm on Wednesday regarding the Village at Avon school site. Chairman Evans mentioned that during the PUD on the Gates portion of today's meeting that the Public Hearing was not addressed. For the record, no members of the public were presented for a Public Hearing to take place. Commissioner Evans continued with his concerns regarding the details of the Gates project from its inception and commented on the detail from the historical base of the project, which began in 1996. Commissioner Evans continued that a mock up six months after the project was underway would not be beneficial. Commissioner Didier mentioned that a mock up would avoid issues regarding detail on this project. IX. Adjourn Commissioner Trueblood made the motion to adjourn. Commissioner Didier seconded and the motion was unanimously approved. The meeting adjourned at 7:30 pm. Respectfully submitted, Ruth Weiss Recording Secretary APPROVED: Chris Evans Chairman Terry Smith Secretary F:\Planning & Zoning Commission\Minutes\2004\11 ]604.DOC Page 7 of 7 }11 \RT â€žIllie\,\1 1,14) Staff Report MINOR MODIFICATION Ami COLORADO December 7,2004 Planning & Zoning Commission meeting Report date December 3,2004 Project type Modification to Final Design Legal description Lot 1, Chateau St. Claire Subdivision Zoning PUD Address 38374 Hwy 6 & 24 Introduction The Chateau St. Claire project (also known as the Geneva Crown Club) was initially approved for final design on September 5,2000. The original approval consists of 31 fractional-fee units, 6 employee housing units, 17 whole ownership units, 135 parking spaces and a total of 4,127 sq. ft. GLFA of commercial space. In July of 2003 the applicant received conceptual approval for a 'theme' change to the exterior of the structure- from French Chateau to a Swiss ChAteau. Some of the conditions from that approval have Deen incorporated into this design submittal. Prior lo construction of an on-site mockup, the applicant is seeking approval of addition al exterior changes. Some of the exterior site design changes evident on Sheet Al.1 include the following: o Reconfiguration of stair access to an enlarged patio area on north (Highway 6) side of the project. New patio design to include two gas-log fireplaces and concrete pavers of a variety of colors. o New 'air handling' unit on the west side of the property to be screened with a site wall enclosure. o Size of transformer near garage entrance has been reduced and new enclosure design provided. o Relocation of outdoor hot tub from western property line to indoor pool area. o New decorative steel fence added for security (visible on Sheet A4.1). Various building design changes are proposed including: o Removal of all window planter boxes. o Window heads and sills changed from stained wood to built up cement stucco detailing. o Canvas awning removed from north outdoor patio. o Baroque turret above main entrance has been modified. Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 Lot 1, Chateau St. Claire Subdivision, "Geneva Crown Club" Modifications to Final Design December 7,2004 Planning & Zoning Commission meeting Page 2 of 5 o Main body stucco texture modified. o New roof tile material with 3 color design. o Building and site lighting. It is important to note that some of the proposed design modifications are limited to architectural elements, and details can only be approved with review of an on-site mockup (as required by final design approval). The massing, building location, density, and height remain unchanged with this application. This application was tabled from the November 17th,2004 meeting pending further design and grading details. Design Review Considerations According to the Town of Avon Residential, Commercial, and Industrial Design Review Guidelines, Section 7, the Commission shall consider the following items in reviewing the design of this project: 1. The conformance with setbacks, massing, access, land use and other provisions of the Town of Avon Zoning Code. â€¢ Allowed use: Fractional, timeshare, whole ownership, and commercial are all permitted uses in this PUD. â€¢ Density The density approved was for a total of 54 units, which included 6 employee housing units. As part of a separate application, the 6 required employee units would be eliminated and the final project density reduced to a total of 49 fractional ownership un its. â€¢ Lot Coverage: Building lot co\.erage proposed is at approximately 22%, and remains unchanged from the fult final design approval. â€¢ Setbacks: The project complies with all setbacks. â€¢ Easements: A new shared access design to benefit the neighboring property to the east (Folson) is provided with this application. Several easements must be executed by the Owner and the adjacent property owner to allow for this new shared entrance and access configuration. â€¢ Building Height'. The building height is restricted to 74 feet. The plans show compliance with this height limitation. â€¢ Grading: The proposed grading cannot be reviewed until a (revised) legible plan set is submitted to the Town. â€¢ Parking: Parking demand would be reduced with a separate PUD amendment application by removal of the 'future restaurant' and 6 employee housing units. Adequate parking is provided on-site. â€¢ Snow Storage: A large portion of the entrance and main driveway is snow- melted. A significant portion of the remaining snow will be hauled from the site. Drainage and associated pollution control structures are being provided to the satisfaction of the Town Engineer. Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 Lot 1, Chiteau St. Claire Subdivision, "Geneva Crown Club" Modifications to Final Design December 7,2004 Planning & Zoning Commission meeting Page 3 of 5 â€¢ Landscaping: The revised landscaping plan complies with the revised landscaping guidelines with the exception of specifying the provision of a rain sensor and the calculation of irrigated area. Another landscape plan will be required in order to determine compliance with the current landscape guidelines. 2. The general conformance with Goals and Policies of the Town of Avon Comprehensive Plan, and any sub-area plan which pertains. The project appears to comply with the goals and policies of the Town. 3. Whether adequate development rights exist for the proposed improvements. The project complies with existing development rights as approved in the PUD. 4. The final design plan is in compliance with all sketch plan approval criteria and with all final design plan submittal requirements. â€¢ Site Development o Site Design: Site design is unaffected by the proposed architectural changes. Slight modifications to the site plan (Sheet Al.1) are bubbled in on the reduced copy of the design plans. Please refer to the bullet items above for specific changes to the site design. o Site Access: Access from Highway 6 & 24 is being provided in accordance with CDOT access requirements. Shared access to the neighboring property is provided with this application. o Parking and Loading: Surface parking is slightly modified to accommodate an improved retaining wall scheme, a new front patio layout, and ADA accessibility requirements. All parking is in compliance with the approved PUD and Town standards. o Easements: As stated, several easements must be executed with the owner and property owner to the east in order to successfully complete the project and design as proposed. At this time no easements have been executed. o Site Grading: A revised grading plan is required for review by the Town. The submitted grading plan is no legible and it appears to only indicate the 10-foot contours. Two-foot contours will be required. o Drainage Drainage appears functional. Some of the proposed drainage occurs on the neighboring property to the east. o Snow Removal and Storage: Snow removal is accomplished by a combination of snowmelt and off site storage. o Water, Sewer, and Trash Storaget Trash is being screened inside the parking structure. o Sidewalks: Sidewalks are provided in compliance with Highway 6 CDOT and Town requirements. â€¢ Building Design: Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 Lot 1, Chateau St. Claire Subdivision, "Geneva Crown Club" Modifications to Final Design December 7,2004 Planning & Zoning Commission meeting Page 4 of 5 o Design Character: The design of the project now consists of a Swiss architectural theme rather than French. o Building Height Building height remains the same as the original final design approval. o Building Materials and Colors: The physical samples of the colors and materials must be reviewed and approved separately with the on-site mock up. Some material changes include: corner quoining from cast stone to built- up cement stucco quoins, and window head and sill details from stained wood to built up cement stucco detailing. o Exterior Walls, Roofs, and Architectural Interest: The texture of the exterior stucco walls has been modified with this application. This will be reviewed in detail with an on-site mockup. o Outdoor Lighting: New lighting cut sheets are provided with this application for site and building mounted light fixtures. â€¢ Landscaping: o Design Character: The landscaping plan provides adequate screening and consists of appropriate materials that compliment the architectural style. However, a revised landscape plan must be submitted which includes the required irrigation calculations. o Retaining Walls: The facing m iterial finish for the retaining walls must be provided with the on-site mock up. It has been requested that the location of the soil nailing and shotcrete walls be verified to insure that the location matches the civil plans. The engineer of record will need to certify that the shotcrete walls and exterior walls correlate and were constructed per the Engineer design and in their approved locations. â€¢ Miscellaneous: o Signs: No signage is included with this application. A separate master sign program application must be submitted and approved by the Commission prior to issuance of a Temporary Certificate of Occupancy. 5. The compatibility of proposed improvements with site topography, to minimize site disturbance, orient with slope, step building with slope, and minimize benching or other significant alteration of existing topography. The project is compatible with site topography and complies with the site plan previously approved. 6. The appearance of proposed improvements as viewed from adjacent and neighboring properties and public ways, with respect to architectural style, massing, height, orientation to street, quality of materials, and colors. The modifications to final design of theme comply with the guidelines with respect to massing, style, height, and quality of materials. Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 Lot 1, Chiteau St. Claire Subdivision, "Geneva Crown Club" Modifications to Final Design December 7,2004 Planning & Zoning Commission meeting Page 5 of 5 7. The objective that no improvement be so similar or dissimilar to others in the vicinity that monetary or aesthetic values will be impaired. The close proximity to the entrance of Beaver Creek and the Swiss/Alpine Chateau theme of the revised elevations will not impair aesthetic values and should be appropriate for the area. 8. The general conformance of the proposed improvements with the adopted Goals, Policies and Programs for the Town of Avon. The project is in general conformance with the goals and policies of the Town of Avon. Staff Recommendation Staff recommends approval of the modified final design for "L'Auberge" on Lot 1, ChAteau St. Claire Subdivision with the following conditions: 1. The Commission will separately approve materials and colors after review of an on-site mock up. 2. A revised landscaping plan that provides adequate detail on irrigated area and irrigation operation will be submitted to staff for final approval. Additionally, any landscaping and associated irrigation proposed on or adjacent to the walls needs to be reviewed and approved by the Engineer of Record. 3. A revised site and grading plan (legible) will be submitted that clarifies finished grading. Two-foot contour lines must be provided. 4. A signed and recorded access easenent for neighboring property owner's access must be supplied to the Town with permission to grade and perform construction on the property prior to submittal of revised site/grading plan. Please refer to all comments on Memo (dated 12/2/04) from Anne Martens. 5. A Master Sign Program must be approved by the Commission prior to the issuance of any Temporary Certificate of Occupancy. 6. The engineer of record must certify that the shotcrete walls and exterior walls correlate and were constructed per the Engineer design and in their approved locations. 7. Lighting is not approved. A complete lighting plan shall be provided at the time of on-site mockup and must comply with the Town's Lighting Ordinance. 8. Except as otherwise modified by this permit approval, all material representations made by the applicant or applicant representative(s) in this application and in public hearing(s) shall be adhered to and considered binding conditions of approval. If you have any questions regarding this project or any planning matter, please call me at 748-4030, or stop by the Community Development Department. Respectfully submitted, Matt Pielsticker Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 Memo To: Tambi Katieb, Director of Community Development From: Anne Martens, Assistant Town Engineer CC: Norm Wood, Town Engineer Eric Heidemann, Senior Planner Date: December 2,2004 Re: Chateau St. Claire Subdivision (L'Auberge) - Building Permit Modifications The following comments are a result of my review of the Civil grading plans (sheets C2, C9 and C10 dated September 3,2004): 1. A complete set of the legible site plans need to be submitted for review and approval for the following reasons: a. The plans submitted are not legible and appear to only indicate the 10-foot contours. b. There is a note on sheet C2 that indicates a revised topography / survey. c. The approved building permit plan set only had civil sheets CO thru C7. It appears that additional plan sheets have been created and a complete set needs to be provided for review and approval. Once, that plan set is approved, the obsolete sheets should be voided and the new sheets inserted into the building permit set. 2. The access and grading extends beyond the property line. The grading cannot be reviewed until a legible plan set is submitted. 3. Any landscaping and irrigation being proposed on or adjacent to the walls needs to be reviewed and approved by the Engineer of Record. 4. Lastly, it has been requested in the past that the location of the soil nailing and shotcrete walls be verified to insure that the location matches the civil plans. Note number one on the Civil plans dated September 3,2004 is not acceptable and the engineer of Record will need to certify that the shotcrete walls and the exterior walls correlate and were constructed per the Engineer design and in the approved location. If you have any questions, please do not hesitate to give me a call. C:\Documents and Settings\eheidemann\Local Settings\Temporary Internet Files\OLK70\ANXWHTEPUD Amend Project Mod.doc Parkhillâ€¢ivinsp 1480 Humboldt Street ! ARCHITECTURE Â· PLANNING â€¢ INTERIORS Denver Colorado 80218 phone 303.446.8030 fax 303.446.8031 www.parkhillivins.com November 29,2004 Mr. Tambi Katieb, AICP RECEIVED Town of Avon Community Development Town of Avon Planning Commission P.O. Box 975 NO V 3 0 2004 Avon, CO 81620 Community Development RE: Minor Modification Application Continuance 1- Point by point responses- L'Auberge on Beaver Creek (formerly Geneva Crown Club) Listed below are responses to questions sent by Matt Pielsticker on November 18,2004 requesting additional information regarding the building detailing. Please note that the attached drawing details contain reference to these numbered questions beneath the main title of the detail. These drawings were selected from the construction documents; please ignore references to other drawings within the detail notes as they may be referring to drawings not included for your review. 1. The applicant should provide a detailed, scaled model of this project in context with the topography and roadways for review. This should include proposed colors and finish textures. Please refer to the letter referencing "Minor Modification Application Continuance "submitted via fax on November 23,2004. 2. Clarify control joint patterning for the exterior stucco. General notes seem to indicate significantly more jointing that what is shown on the current elevations. Control and expansion joins are to be provided such that the surface area of any given section of stucco does not exceed 144 S.F. The current layout of expansion and control joints satisfy the area requirement that is aimed at providing adequate expansion and shrinkage of the stucco material without resulting in cracking of the system. 3. Clarify what roofing materials will be used. Note at top of page A4.1 calls for an alternate of pre- finished standing seam metal roofing in lieu of copper shingles. This is a major step down in overall appearance and quality. The alternate to the 16 oz. copper shingles are the pre-finished metal roofing shake shingles not standing seam metal roofing. We are requiring the general contractor to provide a bid alternate for the pre-finished metal shake. At this time, the design and specification requires the inclusion of the copper shingle. 4. Provide section through eave and rake clearly showing soffit, fascia, drip edge flashings, etc. Identify all pertinent dimensions. Include gutter and downspout details. Refer to attached details 1,2,3,6 on Sheet 1. 5. Note on A4.1 calls for stained cementitious fascia. Provide samples of actual materials showing grain patterns. The applicant will bring the material sample to the Planning and Zoning Commission meeting. 6. Provide sample and specify snow brackets. The snow brackets are to be manufactured pre-finished metal brackets by TRA Roof Accessory Systems. We did not have adequate time to have a sample shipped therefore an image of the snow bracket is included. The brackets come pre-finished to match the specified roof color. This particular bracket is manufactured specifically for the Westile or Eagle concrete roof tile that is to P:\00032.1_Geneva Crown\Documents\Planning and Zoning_PUD\Minor Modification_continued\P&Z-Details_112904.doc be included on the building. The brackets will be staggered per specifications and manufacturer requirements. 1 x 2 BATTEN -Â·--n \ SNOW BRACKET A OR B 10%5* ~ u UNDERLAYMENT L- PLYWOOD SHEATHING FLAT CONCRETE TILE--1 7. Provide section at belly band in stucco field. Refer to attached details 6,14 on Sheet 1. 8. Provide typical sections through windows and doors showing trim and/or stucco build up. Provide section for each unique condition. Refer to attached details 4,6-18 on Sheet 1. 9. Provide detail for shutters at windows. Refer to attached details 4,5 on Sheet 3. 10. Provide section or detail at all wood timber details. Refer to attached detail 4 on Sheet 1. 11. Provide section at chimneys. Include details for all chimney termination caps which (UL listed to comply with 2003 IBC requirements). Refer to attached detail 5 on Sheet 1 and 1, 3, 4 on Sheet 2. The chimneys at building roof are strictly cosmetic, thus do not need UL rated termination caps. 12. Provide enlarged detail of steel fencing. Refer to attached detail 2 on Sheet 3. The railing spindles, top rail and bottom rail are specified as cast iron. We are including a rotated image of the specified spindle for your review. 5: - .M 13. Provide detail showing how fireplace direct vents will be handled. Simply placing a raw vent termination cap on the exterior of the building is not acceptable. The direct vents are through-wall at floors 1,2 and 3. All units on the fourth level are vented vertically into the roof well, thus remaining unseen. P:\00032.1_Geneva Crown\Documents\Planning and Zoning_PUD\Minor Modification_continued\P&Z-Details_112904.doc We have not designed a special termination cap for the B-Vent fireplace terminations. We were unaware that the typical manufacturer termination was unacceptable. Previously, the approvals for the PUD and subsequent modifications were granted without a specific requirement for termination of the vents. 14. Provide general dimensioning of windows. Refer to attached window elevations on Sheet 2. 15. Provide detail for windows with diamond patterns in transoms. This is a good feature that needs to be specified so as not to disappear. The windows are aluminum clad wood windows by Jeld-Wen, Pozzi Custom collection. The internal muntins that make up the patterns within the glazing fields are 1 3/8" wide simulated divided lites. Refer to attached window elevations on Sheet 2. 16. Ensure that there are no material changes at exterior corners. There are no material changes at the outside building corners. As was previously specified, the cement stucco assembly typically wraps the outside corners. 17. Provide section at garage door showing head/jamb trim details. Refer to attached detail 2 on Sheet 2. Please note that the jamb returns are cement stucco over concrete foundation walls. The garage door trim will be wood trim to match the species and finish of the garage door. 18. Specify exterior stone. The exterior stone (fireplaces) is specified as size #2 Masonville random drystack stone facing to match retaining wall. Refer to details 1,3 and 4on Sheet 2. 19. Provide details for exterior balcony railings. Refer to attached detail 1, 2, 3 on Sheet as well as the spindle image above. 20. Provide section through "Extruded sills". Refer to attached detail 7,15 on Sheet 1. We are including the following information with this reapplication: (2) full size drawings and (10) half size drawings of the architectural detail sheets 1,2 and 3to address requests listed above. (2) full size drawings and (10) half size drawings of the landscape and irrigation plans Ll and L2 to address concerns about the rain gauge and irrigation areas. Inter Mountain Engineers submitted a copy of the site grading plans C2, C9 and C10 to Avon on November 17, 2004 to address concerns about site grading at the proposed shared access. We respectfully request to be included on the agenda for the Planning and Zoning meeting to be held on December 7,2004. Thank you for your continued consideration. Sincerely, Mike Stornello Project Manager Parkhill-lvins, P.C. P:\00032.1_Geneva Crown\Documents\Planning and Zoning_PUD\Minor Modification_continued\P&Z-Details_112904.doc Parkhillâ€¢lvins.c 1480 Humboldt Stree- ARCHITECTURE â€¢ PLANNING â€¢ INTERIORS Denver Colorado 802 phone 303.446.803u fax 303.446.803 1 www. parkhillivins.com November 29,2004 Mr. Tambi Katieb, AICP Town of Avon Community Development Town of Avon Planning Commission P.O. Box 975 Avon, CO 81620 RE: Minor Modification Application Continuance 1- L'Auberge on Beaver Creek Dear Mr. Katieb; On November 16'h, 2004 the Planning and Zoning Commission voted to continue the hearing regarding the requested Minor Modification to the PUD for Chateau St. Claire. The Commission requested that the applicant provide additional detail for the exterior skin of the building to aid the Commissioners in reaching a decision on the requested modifications. The applicant interpreted the Commissioner's concerns to be aimed at verifying the quality of the construction and detailing for the project since the submitted exterior elevations could not convey these details. In addition, we had agreed that attempting to provide each detailed condition in the required field mock-up panel would be difficult to achieve and would most likely take place too late in the process to change the building construction details. It is more appropriate to address these concerns sooner than later. We understand the Commissioner's concerns about the building aesthetic and detailing and are happy to provide the additional information requested from the Construction Documents. However, we are requesting that the Commissioners reconsider the requirement to provide a scale model within the site context. We feel that the construction details are more appropriate than a scale model to provide additional information aboot the quality of the construction or the material detailing of the building. Because scale models are relatively small in nature, they are limited in the amount of detail that can be included therefore we feel that the additional nineteen items on the list can more adequately provide the detail that the Commissioners are requesting. We agree that a model would help the Commissioners to better understand the building massing and the location of the structure on the site. However, the application for the minor modification does not request a change in building massing or in the location of the structure. We respectfully request that the continuance of the initial hearing be granted without the submittal of a scale building model. Thank you for your consideration of this request. Sincerely, RECEIVED Mike Stornello NOV 3 0 2004 Project Manager Parkhill-lvins, P.C. Community Development P:\00032.1_Geneva Crown\Documents\Planning and Zoning_PUD\Minor Modification_continued\Cover Letter_112904.doc A. Parkhillâ€¢ivins< 1480 Humboldt Street ARCHITECTURE Â· PLANNING Â· INTERIORS Denver Colorado 80218 phone 303.446.8030 fax 303.446.8031 www.parkhillivins.com November 29,2004 Mr. Tambi Katieb, AICP RECEIVED Town of Avon Community Development Town of Avon Planning Commission NO V 3 0 2004 P.O. Box 975 Avon, CO 81620 Community Development RE: Minor Modification Application Continuance 1- Point by point responses- L'Auberge on Beaver Creek (formerly Geneva Crown Club) Listed below are responses to questions sent by Matt Pielsticker on November 18,2004 requesting additional information regarding the building detailing. Please note that the attached drawing details contain reference to these numbered questions beneath the main title of the detail. These drawings were selected from the construction documents; please ignore references to other drawings within the detail notes as they may be referring to drawings not included for your review. 1. The applicant should provide a detailed, scaled model of this project in context with the topography and roadways for review. This should include proposed colors and finish textures. Please refer to the letter referencing "Minor Modification Application Continuance "submitted via fax on November 23,2004. 2. Clarify control joint patterning for the exterior stucco. General notes seem to indicate significantly more jointing that what is shown on the current elevations. Control and expansion joins are to be provided such that the surface area of any given section of stucco does not exceed 144 S.F. The current layout of expansion and control joints satisfy the area requirement that is aimed at providing adequate expansion and shrinkage of the stucco material without resulting in cracking of the system. 3. Clarify what roofing materials will be used. Note at top of page A4.1 calls for an alternate of pre- finished standing seam metal roofing in lieu of copper shingles. This is a major step down in overall appearance and quality. The alternate to the 16 oz. copper shingles are the pre-finished metal roofing shake shingles not standing seam metal roofing. We are requiring the general contractor to provide a bid alternate for the pre-finished metal shake. At this time, the design and specification requires the inclusion of the copper shingle. 4. Provide section through eave and rake clearly showing soffit, fascia, drip edge flashings, etc. Identify all pertinent dimensions. Include gutter and downspout details. Refer to attached details 1,2,3,6 on Sheet 1. 5. Note on A4.1 calls for stained cementitious fascia. Provide samples of actual materials showing grain patterns. The applicant will bring the material sample to the Planning and Zoning Commission meeting. 6. Provide sample and specify snow brackets. The snow brackets are to be manufactured pre-finished metal brackets by TRA Roof Accessory Systems. We did not have adequate time to have a sample shipped therefore an image of the snow bracket is included. The brackets come pre-finished to match the specified roof color. This particular bracket is manufactured specifically for the Westile or Eagle concrete roof tile that is to P:\00032.1_Geneva Crown\Documents\Planning and Zoning_PUD\Minor Modification_continued\P&Z-Details_112904.doc be included on the building. The brackets will be staggered per specifications and manufacturer requirements. 1 1 2 BATTEN- \ SNOW BRACKET A OR B ~551 d~yp' \ L UNDERLAYMENT Kr L- PLYWOOD SHEATHING FLAT CONCRETE TILE--1 7. Provide section at belly band in stucco field. Refer to attached details 6,14 on Sheet 1. 8. Provide typical sections through windows and doors showing trim and/or stucco build up. Provide section for each unique condition. Refer to attached details 4,6-18 on Sheet 1. 9. Provide detail for shutters at windows. Refer to attached details 4,5 on Sheet 3. 10. Provide section or detail at all wood timber details. Refer to attached detail 4 on Sheet 1. 11. Provide section at chimneys. Include details for all chimney termination caps which (UL listed to comply with 2003 IBC requirements). Refer to attached detail 5 on Sheet 1 and 1, 3, 4 on Sheet 2. The chimneys at building roof are strictly cosmetic, thus do not need UL rated termination caps. 12. Provide enlarged detail of steel fencing. Refer to attached detail 2 on Sheet 3. The railing spindles, top rail and bottom rail are specified as cast iron. We are including a rotated image of the specified spindle for your review. m -0 00 13. Provide detail showing how fireplace direct vents will be handled. Simply placing a raw vent termination cap on the exterior of the building is not acceptable. The direct vents are through-wall at floors 1,2 and 3. All units on the fourth level are vented vertically into the roof well, thus remaining unseen. P:\00032.1_Geneva Crown\Documents\Planning and Zoning_PUD\Minor Modification_continued\P&Z-Details_112904.doc We have not designed a special termination cap for the B-Vent fireplace terminations. We were unaware that the typical manufacturer termination was unacceptable. Previously, the approvals for the PUD and subsequent modifications were granted without a specific requirement for termination of the vents. 14. Provide general dimensioning of windows. Refer to attached window elevations on Sheet 2. 15. Provide detail for windows with diamond patterns in transoms. This is a good feature that needs to be specified so as not to disappear. The windows are aluminum clad wood windows by Jeld-Wen, Pozzi Custom collection. The internal muntins that make up the patterns within the glazing fields are 1 3/8" wide simulated divided lites. Refer to attached window elevations on Sheet 2. 16. Ensure that there are no material changes at exterior corners. There are no material changes at the outside building corners. As was previously specified, the cement stucco assembly typically wraps the outside corners. 17. Provide section at garage door showing head/jamb trim details. Refer to attached detail 2 on Sheet 2. Please note that the jamb returns are cement stucco over concrete foundation walls. The garage door trim will be wood trim to match the species and finish of the garage door. 18. Specify exterior stone. The exterior stone (fireplaces) is specified as size #2 Masonville random drystack stone facing to match retaining wall. Refer to details 1,3 and 4on Sheet 2. 19. Provide details for exterior balcony railings. Refer to attached detail 1, 2,3 on Sheet as well as the spindle image above. 20. Provide section through "Extruded sills". Refer to attached detail 7,15 on Sheet 1. We are including the following information with this reapplication: (2) full size drawings and (10) half size drawings of the architectural detail sheets 1,2 and 3to address requests listed above. (2) full size drawings and (10) half size drawings of the landscape and irrigation plans Ll and L2 to address concerns about the rain gauge and irrigation areas. Inter Mountain Engineers submitted a copy of the site grading plans 02, C9 and C10 to Avon on November 17, 2004 to address concerns about site grading at the proposed shared access. We respectfully request to be included on the agenda for the Planning and Zoning meeting to be held on December 7,2004. Thank you for your continued consideration. Sincerely, Mike Stornello Project Manager Parkhill-lvins, P.C. P:\00032.1_Geneva Crown\Documents\Planning and Zoning_PUD\Minor Modification_continued\P&Z-Details_112904.doc Staff Report ARj Sketch Design COLORAD December 7,2004 Planning & Zoning Commission meeting Report date November 29,2004 Project type Single Family Legal description Lot 76, Block 4, Wildridge Subdivision Zoning 2 Units - Residential Duplex Address 5651 Wildridge Road East Introduction The applicant, Andrew Abraham, is proposing a single-family residence (duplex zoned lot) on a .55-acre lot within the Wildridge Subdivision. The proposed residence has a maximum building height of 33' 8". The proposed materials include a stucco finish, wood siding, cor-ten corrugated siding material on portions of the garage, cedar shake and corrugated roofing material and stone veneer. The proposed square footage of the residence is 5,476 sq. ft., which includes garage space. Staff Comments The design of the proposed single-family residence appears to generally conform to the Town of Avon Residential, Commercial, and Industrial Design Review Guidelines (Guidelines). The architectural design features include the use of two materials that Staff feels the Commission should address. The first is the proposed use of cor-ten corrugated metal siding on the garage and corrugated metal on the tower roof and garage roof, as indicated on Sheet A3.0. As stated in the Guidelines, Section B: Residential Building Design - Building Materials and Colors Requirement 2. 'Metal siding, concrete or concrete block will be permitted only with specific approval of the Commission.' The Commission shall specifically approve the use of all cor-ten corrugated metal labeled "L" on Sheet A3.0. Also, the Exterior Walls, Roofs, and Architectural Interest Requirement 5 of Section B states, 'Large expanses of bright, reflective materials will not be acceptable, however, metal such as copper, cor-ten may be acceptable. Colors should be natural or earth tones.' The tower roof, garage roof (south elevation), and smaller roof (east elevation) are proposing the use of corrugated metal. The corrugated roof material is labeled "B" on Sheet A3.0. Staff does not feel the use of corrugated metal on the abovementioned roofs qualifies as a 'large expanse' and would require the metal be painted with an earth tone or natural color. The second material is the proposed use of cedar shakes for a roofing material. The Guidelines state untreated shakes are not permitted. Staff is recommending the use of a Class B roofing material, or better, and that a cut sheet from the manufacturer be submitted at final design to determine the rating of the cedar shakes. Although Staff would not recommend denial of the final design application if cedar shakes are used, but would prefer the use of an asphalt shingle or 'fake shake' roofing material. The proposed building height and massing of the structure appears to be consistent with the residential design guidelines. The maximum building height of the structure measures 33' 8", which is less than the maximum allowable of 35 feet. The maximum lot Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 Lot 76, Block 4, Wildridge St -/ - ivision Sketch Design December 7.2004 Planning & Zoning Commission meeting Page 2 0 f 2 coverage of 50% (including impervious surface) appears to have been adhered to and will be confirmed at final design, and the minimum building setbacks from Wildridge Road is 25'. The driveway depicted varies in grade from 4% to 10%. The grade for the first 20' of the driveway entrance does not exceed 4%. The residential guidelines state that a minimum of 3 parking spaces is required. According to the site plan, a total of 3 garage spaces and 2 outdoor spaces have been provided. A minimum of 24' of asphalt must be provided in front of each garage entry for an adequate turning radius. On the site plan the left garage entrance indicates 22' of asphalt in front of the entry and the middle garage entrance indicates 18' of asphalt in front of the entry. Staff recommends the applicant increase the edge of asphalt in this area of the driveway to provide for 24' of turning radius in front of the garages. According to the site plan it appears that drainage may be a problem on the west side of the residence. Proposed contour elevation 8,612' terminates at the north end of the residence and north end of the garage. Contour elevation 8,614' follows the western edge of Lot 76. As proposed it appears drainage will flow into the back of the garage and residence, instead of flowing positively around the structure. Staff recommends the applicant address the grading on this portion of the lot and show how drainage will positively flow around the residence prior to final design submittal. The sketch plan as presented generally conforms to the Town's residential design guidelines. However, staff has identified several issues that need further clarification prior to submittal of the final design plan. These issues include: 1) metal roofing and siding material, 2) cedar shake shingles, 3) driveway width in front of the garage, and 4) grading/drainage on the west side of the lot. Design Review Considerations The Commission and Staff shall evaluate the design of the sketch plan utilizing the specific Design Standards, and by using the following general criteria: A. The conformance with setbacks, massing, access, land use and other provisions of the Zoning Code. B. General conformance with Residential Development Sections A through D of the Town of Avon Residential, Commercial, and Industrial Design Review Guidelines. Staff will prepare a memo to the Commission highlighting anticipated areas of discussion for the submittal materials. The Commission will take no formal action on the sketch plan application. Rather, direction on the design will be given to the applicant from Staff and the Commission to incorporate in the final design application. Staff will provide full plan sets for you to provide written comments and guidance to the applicant at your December 7,2004 meeting. If you have any questions regarding this project or any planning matter, please call me at 748-4017, or stop by the Community Development Department. Respectfully submitted, , 14-64 Kov.,4Â£tit- Kenneth Kovalchik Planner I Att Sketch Plans dated November 23,2004 Town o f Avon Community Development (970) 748-4030 Fax (970) 949-5749 Staff Report ARi Sketch Design COL O R A D U December 7,2004 Planning & Zoning Commission meeting Report date November 19, 2004 Project type Duplex Legal description Lot 106, Block 1, Wildridge Subdivision Zoning 2 Units - Residential Duplex Address 3055 Wildridge Road Introduction The applicant, Andrew Karow, is proposing a two level duplex on a .51-acre lot within the Wildridge Subdivision. The proposed duplex has a maximum building height of 30'. The proposed materials include a stucco finish, wood siding and stone veneer. The applicant is submitting a new sketch design application due to significant design changes to the sketch plans. The first sketch design application was approved at your July 6,2004 meeting. Changes to the original sketch design include: 1) driveway configuration; 2) elevations; 3) retaining walls have been removed; 4) duplex connection has changed; 5) building footprint has changed: and 6) the amount of site disturbance has been decreased. Staff Comments The design of the proposed duplex appears to be in conformance with the Town of Avon Residential, Commercial, and Industrial Design Review Guidelines. The architectural design features includes walkouts on the lower level for each unit, roof ridgelines and wall planes on each unit that have been designed as not to appear as mirror images, and two car garage(s). The proposed duplex connection was discussed at your November 16,2004 work session. Although the proposed connection is narrow, the connection is made sharing a common wall with opposing living areas. The proposed building height and massing of the structure appears to be consistent with the residential design guidelines. The maximum building height of the structure measures 30', which is less than the maximum allowable of 35 feet. The maximum lot coverage of 50% (including impervious surface) appears to have been adhered to and will be confirmed at final design, and the minimum building setbacks from Wildridge Road is 25'. The driveway depicted varies in grade from 4% to 10%. The grade for the first 20' of the driveway entrance does not exceed 4%: The residential guidelines state that a minimum of 3 parking spaces shall be provided for structures in excess of 2,500 square feet, Each of the proposed duplex units exceeds 2,500 square feet. A total of 6 parking spaces will be required. According to the site plan, a total of 4 garage spaces and 2 outdoor spaces have been provided. However, it appears there may not be an adequate turning radius for the proposed parking spaces. Staff would recommend increasing the Town o f Avon Community Development (970) 748-4030 Fax (970) 949-5749 Lot 106. Block 1, Wildridge Jdbdivision Sketch Design December 7,2004 Planning & Zoning Commission meeting Page 2 of 2 width of the asphalt on the eastern edge of the driveway and provide for an angled turning area when exiting the eastern garage. The proposed edge of asphalt for the eastern garage does not provide an efficient turning radius. Staff would recommend the applicant address these issues prior to final design submittal. The west unit proposes a separate entrance to what appears to be a studio apartment. The proposed grading on the west elevation plan indicates that a retaining wall may be required at this entrance. Staff recommends the applicant address this issue prior to final design submittal. The site plan indicates that drainage may be a problem in front of both garages and entrances to the duplex units. A drainage pan is indicated on the site plan, but the site plan does not indicate where this daylights. As proposed all drainage will flow toward the garage/entry area. Positive drainage around the structure shall be provided. It appears a drainage swale may be necessary on the eastern side of the driveway to provide drainage to flow in a northerly direction. Staff recommends the applicant address the drainage issue prior to final design submittal. The sketch plan as presented generally conforms to the Town's residential design guidelines. However, staff has identified several issues that need further clarification prior to submittal of the final design plan. These issues include: 1) adequate turning area on the driveway, 2) whether additional grading and a retaining wall are required for the entrance on the west elevation plan, 3) providing positive drainage around the structure in front of the garage/entry and 4) drainage on the east side of the driveway. Design Review Considerations The Commission and Staff shall evaluate the design of the sketch plan utilizing the specific Design Standards, and by using the following general criteria: A. The conformance with setbacks, massing, access, land use and other provisions of the Zoning Code. B. General conformance with Residential Development Sections A through D of the Town of Avon Residential, Commercial, and Industrial Design Review Guidelines. Staff will prepare a memo to the Commission highlighting anticipated areas of discussion for the submittal materials. The Commission will take no formal action on the sketch plan application. Rather, direction on the design will be given to the applicant from Staff and the Commission to incorporate in the final design application. Staff will provide full plan sets for you to provide written comments and guidance to the applicant at your December 7,2004 meeting. If you have any questions regarding this project or any planning matter, please call me at 748-4017, or stop by the Community Development Department. 1~spectfully sub itted G* Kehnetn Kovalthik Planner I Att: July 6,2004 Planning and Zoning Commission meeting approved sketch plan & Sketch plan dated November 8,2004 Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 -mie-JITI,e i ..1.1,3 Staff Report .,â€ž~/-- FINAL DESIGN PLAN AVON COLORADO December 701,2004 Planning & Zoning Commission meeting Report date December 3,2004 Project type Single-Family Residence Legal description Lot 5, Block 3, Wildridge Subdivision Zoning PUD - 2 Units Address 5039 Wildridge Road East Introduction The applicant, Leslie Roubos, is proposing a three level single-family residence on Wildridge Road East. The property measures 1.6 acres and is situated on a downhilllot. As proposed, the residence totals 5,432 square feet (1,270 sq. ft. unfinished & 4,162 sq. ft. finished). Proposed materials include: stucco, stone veneer, wood siding, and asphalt shingles. Boulder retaining walls, both structural and non-structural, are required in order to gain access to the steep site. A prior apr ication for sketch and final design review for a duplex cwelling on the same property was heard 'r y the Commission and tabled at your August 17th, 2004 .neeting. The prior application was tabled because the plans submitted did not meet the criteria for duplex connection. The sketch plan for the current building design was heard at the Commission' s October 5,2004 meeting. During sketch review feedback was given to the applicant and architect. The Commission commented on the amount of parking proposed, snow storage, retaining wall layout, and the drainage from the driveway. The meeting minutes from the October 5th meeting are attached for review. Design Review Considerations According to the Town of Avon Residential, Commercial, and Industrial Design Review Guidelines, Section 7, the Commission shall consider the following items in reviewing the design of this project: 1. The conformance with setbacks, massing, access, land use and other provisions of the Town of Avon Zoning Code. â€¢ Allowed use: A single-family home is an allowed use for this lot. â€¢ Density: The lot is zoned for 2 units. â€¢ Lot Coverage: Maximum site coverage allowed for this PUD is 50%. This project is in compliance with the Zoning Code, proposing 9% lot coverage. â€¢ Setbacks: As proposed, the design is in compliance with all required setbacks. Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 Lot 5, Block 3, Wildridge Subdivision, Roubos Single-Family Final Design December 7,2004 Planning & Zoning Commission meeting Page 2 of 5 â€¢ Easements: There is landscaping proposed within the 10' Slope Maintenance, Drainage, and Snow Storage Easement. Landscaping placement is discouraged within this platted easement. â€¢ Building Height: This design appears to be in conformance with the 35-foot maximum allowable height requirement. The maximum building height is 34.85'. An Improvement Location Certificate (ILC) at framing will be required to verify compliance with the PUD's maximum height requirement. â€¢ Grading: All proposed grading appears to comply with Town standards. â€¢ Parking: 3 parking spaces are required for this project, and 4 spaces (including garage spaces) are proposed. The number of parking spaces has been reduced since sketch review. â€¢ Snow Storage: Adequate on-site snow storage is provided with 2,763 square feet. At least 820 square feet of snow storage is required for the area of the proposed driveway. â€¢ Landscaping: It appears that the Landscaping Plan is in conformance with the Town guidelines. The proposed plan includes no spray irrigation or sod. Rather, the plan proposes drip irrigation to trees and shrubs (except for temporary overhead irrigation for revegetation). Irrigated landscaping (shrubs) is not recommended between the retaining walls and this must be reviewed by the Engineer of Record. The total irrigated area appears to be in compliance with the Town' s 20% maximum irrigate 1 area requirement. However, the irrigated area square Ljotage depicted on the site plan appears to be incorrectly calculated and must be revise 1 prior to building permit. 2. The generÂ·,I conformance with Goals and Policies of the Town r f Avon Comprehensive Plan, and any sub-area plan which pertains. The project generally complies with the Town of Avon Comprehensive Plan. 3. Whether adequate development rights exist for the proposed improvements. Adequate development rights exist in the Wildridge PUD for a single-family home or duplex. 4. The final design plan is in compliance with all final design plan submittal requirements. â€¢ Site Development: o Site Design: The site layout utilizes passive solar use and the building location compliments the existing topography of the site. The building is located in the only area o f the lot that is currently less than 40% slope. o Site Access: Retaining walls are required for the proposed site access. The access width and grades are in compliance with Town standards. The driveway blends with the existing grades, and generous solar exposure will be achieved with the south-facing driveway. Adequate maneuvering for vehicles on site is provided. o Parking and Loading: The parking spaces provided are in compliance with Town standards. o Easements: This project is in compliance with all platted easements. o Site Grading: All grading appears to comply with the Town standards. Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 4 Lot 5, Block 3, Wildridge Subdivision, Roubos Single-Family Final Design December 7,2004 Planning & Zoning Commission meeting Page 3 of 5 o Drainage: Positive drainage away from the structure appears functional. The driveway design has been revised since sketch plan submittal and appears to address the Commission's concern with the possibility of water 'pooling' at the base of the retaining walls on north side ofthe driveway. A small swale is proposed at the northern edge of the driveway to move water off the driveway and keep moisture from pooling at the base of walls. o Snow Removal and Storage: Ample snow storage is provided on-site. â€¢ Building Design: o Building Height: As proposed, the height of the building is in compliance with the 35-foot allowance. This must be confirmed with a foundation as well as a framing ILC. o Building Materials and Colors: The proposed building materials (stucco and wood siding, cultured stone, asphalt shingles) appear to comply with the guidelines. The proposed colors are earth tone and the use of high quality materials (multiple materials on each elevation) is encouraged by the design guidelines. o Exterior Walls, Roofs, and Architectural Interest: This design proposes areas of stone veneer, wood siding, and two colors of stucco. The exterior wall colors should be compatible with the site and surrounding buildings. Varied roof pitches are being proposed with 4:12 and 7:12 pitches. o Owdoor Lighting: The proposed light fixture does not appear to comply with the Tovn of Avon's Lighting Ordinance. Staff recommends th : applicant come back priÂ·,r to building permit submittal with a revised fixture to c omply with Section 15.30 ofthe Town Municipal Code. â€¢ Landscaping: o Design Character. The landscaping proposed recognizes the drought conditions that prevail in our region, and the tree species proposed are tolerant of drought episodes. The irrigated area depicted on the site plan appears incorrect. This must be addressed by submittal for Building Permit. o Erosion Control: Adequate erosion control must be installed during construction. Silt fencing is proposed at the limits of disturbance, and should only be necessary on the downhilllimits of disturbance. o Retaining Walls: Various boulder retaining walls are proposed with this design submittal. A Colorado Registered Engineer has provided details for the proposed walls to the Town. There are several areas on the site plan that do not provide enough horizontal distance for the required layback distances and the size o f the boulders. This may result in larger walls with more site disturbance, and the walls may end up not matching the provided Engineered drawings. One of the wall details shows a guardrail at the downhill edge of the driveway, yet the site plan does not indicate a guardrail or provide space for the installation of a guardrail. Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 % Lot 5, Block 3, Wildridge Subdivision, Roubos Single-Family Final Design December 7,2004 Planning & Zoning Commission meeting Page 4 of 5 5. The compatibility of proposed improvements with site topography, to minimize site disturbance, orient with slope, step building with slope, and minimize benching or other significant alteration of existing topography. The design appears to be compatible with the site. 6. The appearance of proposed improvements as viewed from adjacent and neighboring properties and public ways, with respect to architectural style, massing, height, orientation to street, quality of materials, and colors. The project should not dominate the landscape of the property. The architectural style and scale of the proposed development appears appropriate for the neighborhood and consistent with adjacent properties. High quality materials and earth tone colors should make this project beneficial to the neighborhood as viewed from adjacent properties. Due to the high visibility of this property from Wildridge Road, the limits of disturbance must be maintained during construction. 7. The objective that no improvement be so similar or dissimilar to others in the vicinity that monetary or aesthetic values will be impaired. This project will create minimal impact to neighbors and should not create monetary impairment to the adjacent properties. Aesthetic values could be impaired with the large site disturbance area proposed. 8. The general conformance of the proposed improvements with the adopted Goals, Policies and Prot trams for the Town of Avon. The project gener illy conforms to the adoFted goals and policies of the T, wn. Staff Recommendation Staff is recommending approval of the final design plan for the single-family home located on Lot 5, Block 3, Wildridge Subdivision with the following conditions to be resolved prior to submittal for a building permit: 1. A revised lighting fixture that complies with the Town Lighting Ordinance must be submitted and approved by Community Development. 2. The stamped cross-sections of the structural retaining walls (produced by LKP Engineering) must be included in the plan set. Additionally, the retaining walls and site conditions must be observed during construction and certified by the Engineer of Record verifying that the walls are built in accordance with the approved design. This includes inspection of the backfill, installation of filter fabric and perimeter drains. 3. The boulder address rock must be relocated out of the Public Right-of-Way. 4. Irrigated area percentage on the site plan must be adjusted in order to comply with Town's 20% maximum requirement. 5. Except as otherwise modified by this permit approval, all material representations made by the applicant or applicant representative(s) in this application and in public hearing(s) shall be adhered to and considered binding conditions of approval. If you have any questions regarding this project or any planning matter, please call me at 748-4030, or stop by the Community Development Department. Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 Lot 5, Block 3, Wildridge Subdivision, Roubos Single-Family Final Design December 7,2004 Planning & Zoning Commission meeting Page 5 of 5 Respectfully submitted, Matt Pielsticker 40 ~..â€ž ini,=,"J..:4.....Â·. â€¢ h,1 Â·' 'Â· -9 i 4. 4 :. :.3.uâ€ž.22'i40Â·21.f&2.- Â· t. .'29*Â·**5*,~ft;* 3C- 0-7 f -: 93',te: fluE.-- . . ' I . ./ '- I . A I.:7. : 24'*' 'Â· Â·.Â· .'.Â·-~-94/ S ' ,â€¢â€¢ ' .. -~ ., -3./.#,~-:..â€¢,@55--Â¢:Â£â€¢h 27â‚¬f ~/AW.i .,~41Â§~;~0.Â·: Â·Â·Di..: .7,Â·.Â·*2.423'JAZI- D...2067,~Lit: I & - . -. 1.9:441â‚¬t~V Â·.: -- '1'I- - 1- 1,:- ; c?Â§1/:.415 't.. ~ --Â»-n . - -â„¢' Â·~94 .Â¥:*1 - 'U- " t , View Of property from the east. *: - *r . A .*, Â¢ , . I p. 014/~4-*r.e#*LIA,f:#ap.OF"V- ./ Ah, I .â€¢77' '. Â· .4 Â· ... F :ie. 4.4- - #143#kif*rk#322*142&26:F- prZE:422)aried*Wi,fat,# Looking down upon Wildridge Road from property at the approximate location of structure. Town of Avon Community Development (970) 748-4030 Fax (970) 949-5749 Minutes of Planning and Zoning Commission October 5,2004 Council Chambers Town of Avon Municipal Building 400 Benchmark Road 1. Call to Order The meeting was called to order at 5:30 pm. 11. Roll Call All Commissioners were present with the exception of Commissioner Karow and Commissioner Didier. 111. Additions and Amendments to the Agenda There is one addition to the Agenda for a Minor Project - Building and Landscaping Modifications, American National Bank, Lot 70, Block 2, Benchmark at Beaver Creek Subdivision, 71 Beaver Creek Place. IV. Conflicts of Interest Commissioner Evans voiced ccnflict with Minor Project - Building and Landscaping Modifications, American National Bank, Lot 70, Block 2, Benchmark at Beaver Creek Subdivision, 71 Beaver Creek Place. V. Consent Agenda Commissioner Trueblood motioned for the approval of the Meeting Minutes from the September 21 st, 2004, Planning and Zoning Commission Meeting; Commissioner Struve seconded the motion and the motion passed unanimously. VI. Sketch Design - Single Family Residence Property Location: Lot 5, Block 3, Wildridge Subdivision/5039 Wildridge Road East Applicant. Leslie Roubos Owner: Leslie Roubos Description: Michael Puckas is proposing a single-family residence on the downhill side of Wildridge Road East. The unit would total approximately 4,000 square feet of livable space and would require tiered retaining walls to gain access. The Commission approved a sketch design for a duplex on the same property earlier this summer. Eric Heidemann presented the Staff Report to the Commission. Michael Pukas, architect for this application, approached the podium to address Commissioner questions. Commissioner Evans asked that Mr. Pukas address the issues contained in the Staff Report. Issues included the retaining walls, F:\Planning & Zoning Commission\Minutes\2004\100504.DOC Page 1 of 5 parking, and the proposed slope of the driveway. Retaining walls were modified when a single-family residence was developed for the site. The driveway will be modified for drainage purposes. Commissioner Evans was concerned with the plotting of the rock wall. Mr. Pukas responded that he had erred and would correct it. Commissioner Smith questioned staff regarding the changes to the application from a duplex site to a single-family site and its impact on the driveway design. Tambi Katieb mentioned that the bridge element was the concern at Sketch Design and the application at Final Design. Commissioner Struve approved of the design. Commissioner Savage commented that the parking numbers were too much for a single-family residence and it would look like a parking lot, and snow storage was not addressed. Mr. Pukas approached Commissioner Savage to review the location of the snow storage. Leslie Roubos, Applicant, approached the podium to discuss the parking issue. Her intention, for the 7 parking spots, were to have sufficient parking area particularly since the Town of Avon does not permit parking on the roadway. Commissioner Trueblood commented that landscaping could address the issue. Commissioner Evans saw no issues with a single-family house, but commented on the steep slope and the drainage of the driveway. Commissioner Evans continued with the two parking spaces was unnecessary; he felt the retaining wall should be reviewed. It was mentioned that the southside of the driveway was in need of a retaining wall. VII. Sign Design - 1St Bank Property Location: Lot 3, Sun Road Subdivision/0011 West Beaver Creek Boulevard Applicant Jim Liley Owner: First Bank of Avon Description: Jim Liley of Gordon Sign is proposing to replace two freestanding signs on the 1 St Bank property at the intersection of West Beaver Creek Boulevard and Avon Road. The two proposed signs would be freestanding (3'6" tall), internally lit, and be composed of a textured aluminum base with acrylic sign faces. The Commission must review every new sign that does not belong to an already approved Master Sign Program. Matt Pielsticker presented the Staff Report. Commissioner Struve commented that the imitation stucco material should be reviewed. Commissioner Smith motioned for approval of Item VII, Sign Design - 1St Bank, Property Location: Lot 3, Sun Road Subdivision/0011 West Beaver Creek Boulevard, with the two conditions as listed by staff. Commissioner Trueblood seconded the motion and all Commissioners approved. F:\Planning & Zoning Commission\Minutes\2004\100504.DOC Page 2 of 5 Â©~Lighting Uinverse. ...~ - Part Number: 30-5893-10-G34 Manufacturer: Hubbardton Forge Quantity: 1 Finish Options: Black Options: Glass Finish Smooth Opal Lamp Options: (1) 100 Watt A-19 Med E Materia Aluminum and Gla Application: Exterior Damp Provided by: LightingUniverse.com -- Product Description/Notes: This outdoor sconce features a choice of glass, and is avialable in several finish options. Bulb not included. RECEIVED v J V 1 9 2004 Community Development Page 1 December 6,2004 Town of Avon Planning and Zoning Commission, I have applied to get approval for a small split-rail fence at Elk Track Townhouses in Wildridge. Unfortunately, I am unable to attend your meeting due to other obligations. There are 3 reasons I hope you will consider for approval of this fence: 1. Aesthetically it adds to the 'natural' look of the area. There are shrubs in place in front of the fence and trees will be added in front and to the side. Grapes will be planted to vine on the split rails. I believe these additions will be visually appealing to the neighborhood. 2. Hopefully, a fence discourages the large dogs allowed to run free in our area from using our yard as their restroom. 3. We have a soon-to-be teenage daughter. An area to allow the toddlers she baby-sits to roam without worry of dogs, streets, etc., would be of great benefit. I thank you for your consideration of our proposal, and would welcome your questions. I may be reached at 845-0304 or on my cell at 390-1559. Sincerely, -14 6 qi tuj U 4- - Bill Vancuren 2465A Draw Spur Avon, CO 81620 I . - - hi - V - AIA S T JUD I O 970.926.2679 fa*.926.9005 p.box.4326 edwards.co 81632 andrew@aja-studio.com LOT 78 a professional corporation Â© copyright A]A Studio PC 2004 LOT 79 - FND. 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O 2 râ„¢FRORFEN 6 - - - -- ~ _-- - INV LLEV 8592 1 1 ' - R!/ ' L.EV 8599 5 % pic -JI~2.- / 1 -- - - - /- I 85.98 2 - -- --Â·--7 _- ---------- 05Â·~ 1 9 ,044 7-- /593 81 8600 3 9 , 6=24Â· 56' 18' R=425 00' 1 / L=184.98 EAST 50' ' F D.f . M OIl u i# %% ]NI IN 1 I CMP - WOAD / rie' 1 ROAD '5 f A.90 4 19-- 4 I Wi R MAN'/1 HHG-9 WILDRIDGE RiM rt,-v 8990 1 0 39 9 TOPOGRAPHIC SURVEY , 1 LOT 76, BLOCK 4 WILDRIDGE -EAGE.EMNIWilmatm~Â¥11*Emee TOWN OF AVON, 41199 NIGHWAÂ¥ 6 & 74. FACIF 1/I P o log 12 I EAGLE COUNTY, COLORADO EDWARDS. CO 816~2 JOB No. 2744 (970~9449 1406 ED 11 28'Ul 0-2, 3 .Â£*.90.i'9 S 1 C i 1 1 I . 1.5*#.1/.u..M..u.1..1 AJA I -1 -1 ''00~~ 970.9262679 0 1 fax.926.9005 1 i _ 3 andrew@aja-studio.corn \ 1 pobox.4326 ' / 1 edwards.co 81632 -. 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BELLYACHE RIDGE A /0 / 44 - 4Â·4 err 9-0 A 0/ g 4 4 % 1 = LOT 105 ~ DRAVOk KV REVIENEDÂ¢ 013 GRAPHIC SCALE PLC JOIÂ¥ 1023 DATE: 03/26/01 F.gr-- CA19 PIA ---0 .19*luingwi SHEET -0. , ./ \ ......0 1023t ~ LOT 98 \ 0100 'AINpOO WIDVGI \ Ci \ m \ LU CO 0 \ \ \ \ 20 \ \ o =2 W \ \ Detta = 536'10' or 3* 52 * R- 1325.00' 1-1 \ \ 1- 137.28' 6 LO \ 35 1.0 az \ ron LOT 107 2* , /> \ \ CO J \ N64Â·18'04' \ \ irt -* / \\ \\ \ 1 \ \ \ --.-0 1 / . 1 1 1 K. \ \ - 0/- 1 \ \ \ \\ \\\ \--\\ 9-\ \ \ 00\ \\ \ \ LOT 96 ~<-1 \ A \\ \ \ \ O .PJM \ \ I T 106 \ \ tv \\ \ A \ \ 16 Â¢\ 1 1 1 \ i 4 \ . \ \ \\ / \ \1-\ \ \ \ 1-/ I 1 \ \ i f .1 \\\ 1 1 -7<29 . 1 \\ I 10 -\ \ # I \ \ \\\\ 1 4 \ /te \ \ 1 \ \ \ 1 \ \\\/ ./7 \ \ \ \ \ /1 \\/ . \ \4 1 ~ \ \ i (0 \ 0 36 LOT 97 \ P // 02 BELLYACHE RIDGE 22~ 1- O \ f#, 49 044 -im 47 it N .q#i ./ / LOT 105 9 GRAPHIC SCALE A I . 0.1.- 0- Ee m i DATE: 11-01 / LOT 98 \ \ \ SHMET ~AGER: 1 X31dna 08._0103 00Â¥80100 '390IhICnIM 'NOAY :IO NMol V. 4 Mm Ci 7 UJ 11[ El I &23 0220 - I. 1 Imi 3: SB W . 16'STE. 2% E 1 . 000 X- % ts E non ~ 'R<f 10 KITcloo CO -2 L - -M-44*STER .41.-- .,21 /2 0 2 plil Cr CLOSET V I Wird-/ I 8 ... 1 0.-r,ey--r LE 3 =-*NE Fj,Irt a iRMFIE 31[ Â· 11 -FA I~ *1 -1-z~ N . 4 1 -i=-31 13 : 1/ / =M p /1 F*k:ci . , fl 1,-,-1 000 1 . DEIK 11000 i Z .. 1.1 #:aric D i -ty#01 I -1- ! 1 000\ . DATE: 11"01 1 -- DE! PU/0% 2 OGVM (IlIM 00Â¥30100 '390801* 'NOAV 30 NMO.L - 90 L 101 L# 10018 144. 7 . Ci 1 L W-quE-4. 2-7172-1111 .. ===0 1 GIST MASTIR 2-Â¥02-W 1 11 Â£ E u 3 W 3~VA. U=i-N 0 9- =--f--1 v[Q] ST,O= \ LAUÂ»aRY RID, \ ~_]LU 1L=Z.,1 f----IMv 1â‚¬00#OCAL ROON a--U=u./12.LI- (' -w.'-, / - liâ‚¬F=i-0- q ........ L .El==. 11CD" 00.0 .01 - unÂ«go tr--7'Mly- E =091 C 15-4.*22'-6. 2 6 : 2---0 * 4014Â·Â» L,/J f r-11-2 ;7 DATE: 11.06 /LL- : 0 -= 3 19 ...1, SHEET NUMBER 3 ' n =El X31dna MC)BEIV>i 90 L 1O1 H 390IblalIM 990Â£ # >10018 Ci M or J 111 CL CD DO OE 89 i A. 7 n - 72 wi r- 2,1.0 m*~ n. 0 47,1.--0----I.- '24 12.2/J Â£11 lili Irb. /7"111-, 1 0 CO 1-*4 00 4 -- le-â€¢ 166266. -------- -----1*~ 1-'-1] :r- i o rl m --- --- -- ------ --r Inn ./54. 1--1 \ | n. I i k .5Â·i~'-1//r... -â€¢"'r..4.Ma 0 m. 4% :.2~ fir 4 ,1. 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COLCEJâ‚¬PO BLUE -- - - - -- SPRUCE GENERAL SITE NOTES SITE PLAN SUMMARY 1 562 FT SUMMARY Ott 1 - f ------- (PICEA FLINGENS) ---- ..7, 1) EXISTING SITE IS COVERED YNITH LOT 5 AREA - 1.632 ACFRES Unfinished _ _ _ _ ______ ~-~~~f (10) - 2" CALIPER GUAKING ASPENS SASE[BRUSH ANC NATIVE GRAESES 11,090 EG FT Garage 828~Ft 4 - 1 L-3-31-- 2) ALL SEEDED AREAS TO HAVE SED MD< Mechanical 15-7 9 Ft .I - (POPULUS TREMULOIDES) L.16HTI.Â·r RAKE) INTO SOIL AND CURRENT ZONING - DUPLEX RESIDENCE Storage 305 sq Ft SENEROUSLY MOISTENED. NUMBER OF EÂ»!ELLING UNITS - 1 -low r,=ter. 0409 3) SILT FENCE TO BE PLACEP AT UMITS OF BUILDING HEIGHT AU-OFâ‚¬0 - 35 Total Unfinished Area 1,210 sq Ft Prmun by: ./. --8310---- ato - 5 eALLON MIXED SHRUBS - DEPORSâ€¢MCE To peVENT gicaoN AND BUILDING HEIGHT FNCPOSED - 34'-e" Finished -212 Lt=-4 SEPIMENTATION Rea.IRED PARKINS SPACLES - 3 Checked by: SERVICE BERRY (AMELANCHIER 41 GENE,~1- CON-rR.â€¢CrOR TORESEEP ALI- SARASE PARKING SPACES - 3 Drawing Title: Lower Level LIving 1.435 54 ft ALNIFOLIA) DISTURBED AREAS. SURFACE PARKING SPACES - 1 Main Level Living 1110 4 R Site Plan - -1 - 5) AUTOMOATIC PRIP IRRIGATION TO BE SNOn STORADE AREA - 2.lea Sa FT , SNOFâ‚¬ERRY (SYMPHORICARPOS FRe/!DED AT ALL NEDN TREES AND AREA OF SITE >40% 53,5135 61 FT - 15 96 Upper Level LIving 1,511 Mit , CO i ~ - - OREOPHILUS), SAGE BRUSH SHRUBS AREA OF BUILPING FOOT PRINT - 2.038 562 FT - 3% Total Finished Area 4.162 51& 6) TEMPORARY IRRICSATION SHALL BE LANDSCAPED AREA - q.â‚¬38 SQFT-14% --- -- - GARTEMBIA TRIPENTATA SPP. PROVIDED AT ALL DISTURBED AREAS TO PAVED SUEYNLE AIREA - 4.101 90 FT - 6% 1------UL . -- - --â„¢2 - r - .-- ---- --'.- - W - - / --9 ,- /4/1-fl VASEYANA BE RESEEPED IRRIeATED AREA - 2.567 862 FT Sheet Nwn,ben Total Area 5,432 sq Ft 1) A RAIN SENSOR AILL BE FRe/[CMED GRIP LINE IRRIeATION - 2,56-1 Ea FT ALL DISTUREEP AREAS TO BE SPRINKLED AREA - O SOO AREA - O NORTH -- - 1- -290- -830041- 2-p----- \1,14 ~ RESEEPED kv FESCUE MIX -l C All - - PRE LINE 1Â£6Â¥-06Â£-0Z6 #'19@491101 Mle[LO u! 'd LIS l.16!sepdd eouep!se *h f.. ' ' N / :5 3 23 1 . C 21660 o- .2Â£O93gll d %9288 0% 1.-C- 0- -1,6 3ec Ba r 5 y- - -- - - .- O ' 0, - 1 Â· a 11 - - k I F 92 9[ 1 1 PI:Â»IR-RM E C E 1--~---- - --- ' 1 KE) u I ~ ---- -- U. MECHANICAL It CLOSET - 11 157 411 / 1 1 BATH Â»- - 111 03 D-r==Ii-===7Â«La 1, . NE 23/F==11* - Ill STORAGE L rl ~ CLOSET Â§ @gm_94 Ft E=====i2 MEIPIA ROOM W & 24 '1, -0 Vt -0 , BEDROOM AL,I. 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(LAir),la F...... 11/1.004 1 i 1 STRUCTURAL FOCIP - DOUG FIT ' ' Ca-OR - BROÂ¥+4 OAK ALL EXTERIOR F<)00 - SEMI-â„¢ANSPARENT STAIN MAUNFNLTURER - FO,rrER PAINTS - SHINeLES - ASPHALT SHING,LES COLOIK - rEKEâ‚¬RED y<POD MAUNF,â‚¬.TURER - ELK F'REDTIa E STUCCO SIDING a.,croMER,O FR4 O/0/ COLOR â€¢1 COLOR - TAUPE BEBE *tr MALINFALTLEER - PORTER PANTS Orm,m by- m.p /-1 1 NORTH ELEVATION STUCCO SIIÂ»16 - ELâ€¢CtoMEBL FNNT Checked tÂ¥ COLOR â€¢2 COLOR - DEEP C.EntuT Craving Tlt~: 117 SCALE. 1/0 â€¢ 1'.I M,â€¢UNFACrLEER - FORTIER PAINTS North Elevition STUCCO TRIM - ELASTOMENE FANT COLOR - DEEP CHESTUJT MAUNFACTI.*ER - PORTER PANTS Sheet Nh,reer STONE VENEER - MOSS ROCK n"'DOrâ‚¬ 4 DOORS- N.Â»ee.PM CA_K) COLOR - BRONZE MAUNFACTURER - T BD AS.1 BOO 'SpJDMPB L Â£6â€¢-06Â£-0Â£6 0 E890-936-0Â£6 4 Lls ualsep ddiu V oz9 18 OD 'LIOAÂ¥ @SpliplIM 'Â£)ljole '9 '01 ./2,1 (71,4-4/-21) -* --7,-:. /1 /'h~Â»h 6.21 0 18-21 B ) A.2 A , ANCNIC - O 882#Â§ 407// Â» .- 0.- 1 C? 1 1 1 1 1 1 Lt x GOO.O i 1,1 1 1 1 .- =@0~2 1 1 1 1 lit| 1 ..0,6 i 1 G -29 5/ 0 2 11 1 =E Â£ B 0- ~PHALT SHIN6LE -. 1 1 -\-1 1 1 -1 1-*--1 ' .CD g N...-\\ 1 1 r.*.0-.*.*.I. 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POST'S t,0 BALLUSTUIS o E,46â„¢6 6/2/1/E fri/) ' ~ ~ pecic (-rr/) FI9â‚¬> GRIZE CT./3 --11 --L -~Wk 1- - I=-MIC#EHII ~DEC~l ! / STUCCO SIrÂ»kS = U~J~2Â¥~934' 7 1 I f-%4tkiv keti, -1 -R=L I-w- 65.; . 112,14&612 CaIcMFILC 7- -ic ~ | STOPâ‚¬ VENNER SIOING (â„¢P) -M / I | 7 -97 k 1 k e<JULPEN RErellhk5 /461.1. (TrP) Issue Date Sk~tch D~~1 1 0~~-04 1 L 11,1,404 1 1 1 1 \1 Bri - Jot} nar,ter 04" Pr-un Dy: .P 1 FNEST ELEVATION checked by: , Raping nle: ~ ~ SCALE 'm â€¢ 140. nest Elevation Sheet NL~,berÂ· AS.2 'Sp]DAAP3 map ddlll â€¢ 'INCN / 1 9 Bug (5j ( 4 1 3 ; 2 1 L * x00 .- 22 0 8- /21-,0 ' , Â£32 1 1 0 2 20- C 3 ,~Se'HALT SHINGLa (TYP) x1 i O) 8 1 . 1 0 ; 71 43-L v.- a -- - -- - - - EE â€¢22~4 ~ - E ; . ''-,I,~6 i I. ir ,-~~7~~-- . -2-'r_.1.,yi.j~ bFf-'t 1,,-7---INTI-43Â£ '744*~; -------61/9.-----=. .JO- - â€¢i~Er - - 41Â«52F*~~r=*-2 -1--1 I di-&--r.2.2 - 0 ' 34'1' '.4- 11=In -1 ' L.1, ! 1....,- ...-,- ' .. ... ...2........ -..,- .... -~. 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POSTS /,1/ EAU-USTENS 0 111 11 1 ... : 1~ Ill ~ ~--1-; i-.4- 11'IÂ« 2> 0 - E-117-1 | '~.:~ | -1 ||4 .i TI| M ~ - c,ECK (rrF) 2- 1 . 1~1 111 11 Â«s-ruc/ts'p/4/ STUCCOSOND-- ---~ 1 ' 1'1'' 1 ~~1 COLDR â€¢1 er,3 , COLOR â€¢1 CrrPJ AG46Â¥91Le~EL_132:.62Â¥Gqm -_- -- - -- - +-~~- ~EfÂ® E#91_{1 --*?~~=~i -t_~=_4_-_U#~-O--=._44 -~ __~f_~~ %41*'-_-__90_~ _ L//Ii LEVEL TO1 6<2!Q/METE *1 -- -- - -- E-48474 ' ~33*FITDate zte!'.'.*'.'.'Â°Â· ....IE__42rrÂ» slucce SIC>â€¢46 -1 cot.LI - er.) 1 11 ' -SrOHE Vallme/Â£/ , ALL C,OUÂ»Â·96 (rfF) --- A /"'berÂ· 04" Rcawn 4-9 rÂ©SOUTH ELEVATION Checked-,1- '2__: sc.a-ge all prauing Tntle South Elevztion Sheet Ntâ€¢*er= A AS.3 3890-936-0 ~ [Â£6*-06Â£-OZ eoue'0!seal @SpliPIIM ' // w dkng g - // - 01- 1 9 L k x 00 o A JA.2 (B )8.2, ,DIEfF 6 .- -220%&3 A $ 3 2 6 1 j L.L h n- â‚¬ O% S: /1 02 5 / 2 3 9 E .1/ / CA E 2 0- 1 --~// C co // 0) g I /- i (D // 1 / ' T /. IDGE //1 1 11 71 ELSI'r-101/4Â· a gpjbf.L-6.6 ;L...ijlklrb-- - ~-~ -~~4'r~--rrÂ·r-rdT--4-7.Â« a *LIÂ«~ / -* ' 7.72 ..,U .. ... 1-' 44 - . _11,1.Jull L f..4-41,1 - EL I.Â·76'-4 3.4- 12 1 -1, . r~--- 21143- 1-73/>P -2!N.'49. 1 ///// 1 1 + .1- _111!II_Â«L 1 - UNAÂ¥1" Â· -/ . Â· h *-inÂ«Â· 14$44-*I F EL +50,3Cili/ - -- w __ - _7 1 / 1/ -:1 1 ..1.11 1 411 1111,1,1 1 +2-4'L- +91-~-, -- - -- - -- - -- Er:.... A--4357 -+ *CIP.~ATE . ' EL +231/Â·<77- T.O. A-Arg_Â£ 1 Int ' LE lkÂ» E-U-*4 + 3 Â·. ---0:,-- 1 -7,1,44 ffrenri~%9ful=Fift' 1~LL i ,/FC it'llicilli'!Tili<il)1114:11,Â·lilli - i 4 4-4 ILL-1 ; i U- I. 1 6-Ut i // -Â·Â·Â·iÂ·6'fIL' r.11 11'114411'~111'11111'J 1 ~ :12 1 --- , ;14'll~1~~ 1Â·Â·t '1.-f~~.,~ . ..~.~...~] f r//0/ . I 1 1 ':'Â·L 11.'llilll litill,IftÂ·1]Illillir .Â·- 1 Â£ UFF'// L.r/EL T.O. FL*Q22 ....~k--r------ --â€¢. -Â·F.~~~Tr 111111:---1--IL,f-- ~-~~E_~-- --- --- ---- b - â€¢ Iliaak' * It--- O / /O 5-1_, .....,--11~ Â·Â·Â·'.Â·-3-NK.,4.1 1,22Â·~~1 rÂ· .7-,2~-1 EZi~ -3Â»+-3.IL- UUULLIP-| / 1 / STUCCOSIDING --- 52 Â£Â».97< 1.. -- 1 2 0--2 1-1 1 1 -1 1 1 / cou,- â€¢Â·l frÂ·ep) // , h n %4 . 41Â«441 ---/-1- 4 Ef 4-- 0 21 , 979 y. - 1 % MU / ST~co /4//p//1 HE// 4 elll â„¢,4 <CIZZI- - : .- 1 1 1 '1--1 -11 +P-d . -2- :- 9-CJ>9-4 I STUCCO 9191146 04/6 / / (9 - z ET T -- 8 ~~ 43142 4 0 80 141-24]facid]+ tÂ»Â® 1+04[_*mfille# 4 .t,MAIN Le/EkLE-!12E ----- --- ----- 4 ... / 1. 1 A..Â·Â·vt,52- 02 34 -.- 1 11 11 - Eele le[PE CYP; ...[P R.[LNeS, POSTS /,0 SNILe...S I - pac'. Fll/ 1 11 1 111 11 1 - - Fl,419,62 6,W.â€¢PE rer,9 k Lorâ‚¬59 LEMn. T.a CONCRETE , 7 n â€¢8847Â·C' Â· 1 1 1 1 1 ' 1 Issue Cate k .1, skaeh Pe/1 ....... r- O-* 11/19.104 STUCCO SON' calÂ» â€¢2 Crrp) 1 1- -t-.. 1 1 -109 r-ber ./. [Pral,1 by: .P 0-1 EAST ELEVATION Checked DjÂ· QljjecALE: 1/8-=1#-- oravIng Title: Emt Elevation / 1 Sheet Nâ€žriber: A AS.4 1 Â£6Â¥ 06 -OZ eouep! COVER SHEET NORÂ»â€¢ 1/4 COR .1 35 -c 35 T 1. 1. f â€ž I A DUPLEX RESIDENCE I. . . I .5/ . /2 6.1 . -. 4 .. 1 FOR . 1 .. 1 .f. . -./ , .ILD.'DOE SUBD'VISION ..... P '' -7.2 KAROW /...Y . 1 r n . \ WILDRIDGE SUBDIVISION I .-',. I 4,- . LOT 106, BLOCK 1 I - -1 0 1 , -ST v. COA .C 35 . . 11 1 1 Â® 14 i-& 2 2 . EAST 1/4 COR. ./ 35 ---.-- IT 1/4 coR. g 35 . \ . 1 .V . C..'.--1,4 EAST 1/4 COR SEC 3/ I . L 6/ 3Â« . rl - 1 ./ 1 // 1 I - ... . I . . . I /1.0.,DIE SU.01VIS10I SITE I :. " -A / DESIGN REVIEW RECEIVED I. 1 , WILD.I.GE SUSD1V15I0N - r- 1----- 1~~--J--~- f 1- - I DOCUMENTS JUL 0 2 2004 If.-1 .\1 r-- \ 1 Â·' i Community Development CD r I r '- pi 34.35 ..... 4223 . -. 35.30 SOU. 1/4 COR. SEC, I SOU. L/4 COR. SEC 33 ' 2, WILDRIDGE SUBDIVISION BLOCKS 1-5 SHEET INDEX INITY MAP COVER SHEET SHEET 1 SKETCH PLAN F - 500 FT TOPOGRAPHIC SURVEY (BY OTHERS) SHEET 2 L / SITE PLAN SHEET 3 APPROVAL ARCHITECTURAL PLANS LANDSCAPE PLAN By the Planning an-~*nipg. STRUCTUAL PLANS Commission on: LE /=LE=- | With the following conditions: ~pproval is not vested, valid for 6 months DATE: JUNE 254 2004 P:\04025\dwg\Wort'04025(0\.dwg. 6/25/200411Â·47:44 AMI Win2PDF p,3 r- v '=.2-_. . i.. Â·iuÂ·.01-:Â·E=42 Â·' Â·Â·'ll Gâ€¢" i .Â· 4*, , --- . Â·- I - \ 1% ! 4 \ \ \ , i / ~ ~\ ' 1 i ~ mU40 .//*D CAP ~ SENDÂ·~URN SEWER MANHOLE PW ACCPOSS . /GI SE COANI OF LOT 109. ELEÂ¥. - 8180 33 TOPOGRAPHIC MAP . /+' \ LOT 106, BLOCK 1, WILDRIDGE \\ TOWN OF AVOIÂ©EAGLE COUNTY i \ COLORADO ' , 1 slopE . D~NICE 1 INO SNOW TORAGE EASEWENT \\- N \ ,/ 1 \0.1 . \ ~- \ / \ 1, '0 1 1 \I SACLE 1' ./ /7 \ Un,0, A. El 0,24,3 ~ u ~ Q1 ' - 80404've *77MCK- . 11 # 1 1 '' 11% EDGE Or PA~[1~ENT ' + untly PED 01 ~ ~ . ), 0 \\ ,\L\ \ '' i \ \ 1\\ , / 1% , \ I \ \ \ \ 8 = 05'56' 10' R = 1325.00 L= 137.28' 1 \\ \ . \\ -*1 11 - \ 1 ' 1 1 . 1 FOUND NEW .t OF y LS 3"~ ----~- A \ \\ \ 1 \ \ \ 1 - \ , il .0 \ \ \ 1 \ 1 \ \ , \ i mww ' e \ A. (2.1 \\ # RLS 3447% 1 \ Â· CO ' M - 1 \..\. -6 >III" 141 1 U., \ 0 4 1 4 1 \ 0 0 . , \ \\ \\ 1.1 /1 1 1\ , \ , \ 1 4 \ . \ 1...\ \\ 1 14 1 - 1 1 . , . 1 . 1 \\ /0/ \ 1 1 \11 145 7\ 1 11 GENERAL NOTES 1 \Â· ~ DINIC4~ ~~R. 1901 , 4~; ~ 1 1 \ \ \ 6 \ --- --0--0-- 1~,1 1~t,Lh--~-0.~,er , 1<A=G kr <N< m 'ip; i \ 1 \1 . 4 M ne- Ilt *,th -th, F-1 3.Adlil,1- PW IC Widld,e- 0/,Ibil \211 \ ~ . , /\i,4 Unt /17 PED i \ 0. Th~ .Fm #*et to â€¢ppIE./U'. --.* t \ -.. 1 \ 1 NoMM./....~~.=th~Weath'*'2--9 , EnSING ARE HyDRANT 12/ " :' ~ ' ; '~,W~5~ ~ * / â€¢ ~ ~ soun,Â£â€¢51 or Ns,reir pnoâ€¢flry CORNER, ON SOUrHERLY SIDE Of \ & NOMat i - , ti \ 1 \ - . \\41\ . \ 1/ \ \\ 9--k: 8.-ALH Rk.Ele.1,1- - 0180.30 *bi~,di]CKENA-bum-ted 0,81 M.FL ~ ~ \ \ \ 4 1 100- Â· ~~ 1Â·C-- 5 1 .1. ' j' .; t: 1 -'' m' ;, :4 ' A . b \ 4 ,-N 44 \ \ 4 \ \ 5/24/12* i , 1 , -==4*= 44- 1 \ 2 \\ \/ h FOUM REBAR A.40 GAP\ /\ Ake:UE _ is 3-7 ' ~1 \ \ 40>e \ -1 El 81â€¢2.80. INV EL_ 8/35.95 ENGINEERING INC. SIN SEIER MH, \ ED-W=szor"IM. Af,~* " 0, " â€¢ 303 '2Â§-1373 â€¢ FÂ» 128-3]00 â€¢ JOB# 76874 0.9-0 tr 9EhIERAL-NQIESL 1. The Comroctor shall provkle ero,ion control in conformance with Town of Avon Master Droinoge Study. -EDGE OF ASPHALT line *ithout Opprovol of th, O,/nar and thi Town ot Avon. 2. Thi Construction Urnit iii li the controct linit line. Do not dliturb ory eilisting N 4 105 ' TO F'RE HYDRANT tiees or vegetation designated to ramob of located outside of the construction limit ~ U (50 FT ROW) e pror ~0 beg-ng Blt, con,truct#. WILDRIDGE ROAD --4 3. Controctor to verify existing site mformotion, inck,ding structures. utillt~es. property 92 Ilnel. limlts of roodwoy*, Kd curti ond gutter:, thot may effect the Bcope of work -~V-V--V-22g0 CRAÂ£L ,----- -- 8162.4 & CD 8162.0 . 0 4- Existing ut.lt" or. idicated for hformotion only and not Mended to show mit j 15-FEBRE-UTENÂ¥,12----y--V-7~ V~ t ' ~ 4/ laccation. The Englneer 1, not repon,Ne for N location of und-ground utiltl- or DRAINAGE. & SNOW STORAGE FOUND PIN & CAP al . W- structures or not shown u detolled /Ad if/tolled by any oth. conkoct. Th, --- 08 EASEMENT (TYP) ,=137 ----- ~ Controctor shall locate all utilties and mointon the location during d phoses of W TOW 60 9=1 19/ n -- _ in),ries therefrom. Re,torotlon of any utlities domoged by th, Contractor sholl bâ€¢ ot -- 'L ~LS NO 5447 - BO --- work Contractor sholl be responaible for orly darnoge to ut,Ltiei or *tructures and cry I~, . ;;~i~ r: i ~1~3 I~.if-4-~:.- i*G Â·,14 7 A-#'A mpA#02, i31Â· - - the Controctor, expeni to the satisfaction of the (>â€¢iw. Z 0 FOUND PIN & CAP L.S No 5447 service. Scier swic, sholl hove n,hlrnum cover of 5'-6 Provide sewer cleon out -TELEPHONE FED 5. Conform to Eagle River Woter ond Sanltation DIstrict specincotion, for wate, and seâ€¢â€¢r con,truction. loaton 10 feet mhmurn moporotion between witer and Iiâ€¢,r ~ -f i's.Â·... : underground ier,11/, p~pn Mointoin iewâ€ž le,t minimurn cover ot underground water with location to be r,viewed by the Engine,r. ... , 2 324.J-Â·tI~3*EMEE~~EltC-*'3~.Â· â‚¬ Â£-ri WALL (TYP) 6. Generol Controcto, to provide drowing showb,g /oposed utinty service connections i. -- 0-9 .. >,. h,Z_ INSTALL BOULDER 7 . ./ .0,-.I EXISTING GRADE 4~" ~ ~~ - ~ ~ <- ~ -. . GREAT~RTHAN~ 40% Â·r . ~ --:174 ;2 -~:ii:i~ 4-1Â» . ..teit. 'tif~ L.i ./. .t -39*N SANDSTONE) for the Engineer' rew- pr~or to constmetion. . 7. Road cuts and ony other construction in rood right-of-way shall conform with 1~-- TOW=8161 Eagle County ond the Town of Avon. BOW=8152 -' .1 -t: V.G. i. . 7***eÂ·;i~ .4 - 4,7, 4'Plm. 1 ..,.,.U .... -, ..f 'Pl~- ':i. 1~ BOW=8158 , 8. All Compoctlon sholl be In accordonc, with th, Solls Report prepared by thi , - -- Geotechnical Ingin,erlng, â€¢ BUILDING OUTUNE 9. Provide written notification of all dlicreponcie, between existing and proposed ilte c= 1 \ .b Â· V- ' _ __~ER.. .. #...| ' . - , . 2,2,0.9.11...65 0 1 ': \ .- improvernent. g :Â·55 14â€¢.. . I ..-â€¢ r.. 1 Cor,troctort,) ,hall talte all necioic,y itip, a, required to propedy protect and . .. . V e ' 10. TOW=8152 , - Â· .11! N .3Â¢0 Â· ~ '~'~- ~.0'4~-----~ ~; * - . 1Â·nointoin him work for the durotion of thi. contract BOW=8149 -* r .**#- 3 - ) 7Â· . ' 494 v -1 -- 27Â·+ '* s - - t- .- ~Â· ' FF=8158.00 1 ..1 16, Conflicti or discregor,Cles with grade, shall be brought to the attention of thi 0> 11 Thee, draw,Ing: do not specify safety mat-lols, Iquipmmt, methodi or Iiquencliv . ..,i Myl , : -4. t , .1 -- 4 | to protect person, and proporty. It shall be the Contractor's sole responsibillty to direct ond Implement safety operotkws ond procedur,1 to protect the Owner, oth- 1 . .rip .4 , .1 . Contractori, th, public ond otheri. BUILD,NG OUT\-INE - 1 4 .. ' ~ L â€¢P SNOW STORAGE \ 13. Contractor(I) sholl employ a licon,od w-yor to establlsh all work lin,L 12. All work shall comply with all opplicable codes and ordinanc- - - . T.,- AA:r N 4 W..4 * + 1 1 /\ 1 g; BOUNDARY LINE (TYP) \ . fences and shall obtoin the approval of the Architact prior to proc--9 with the work- 11,1 0 J Â·I d 14. Contractor(s) shall stake out 011 ore-, Inclucring wdkg povementi. walls, pools and , , ~ M --1 1 15. Notes ond details on specinc drowings take precedence over gen,ral notes and Cum- t>pleal detoil/ 0% 05 1 ~ LOWER LEVEL=8147.00 9 Architect immediotely ond pnor to proce,ding with workÂ· .) r- â‚¬ 1 17. All nnished grodes shall projde for notural runoff of water without low spots or I~ pockets. Set Mow lines accurotely and provide c minimum 2.5% - -icoLOT 106 gradient unleas otherwise noted. 19 0 1 4 - 1 . 22,26 -4-#.- 18. Groduolly round off tops and toes of all planted slopes, unles, shown othenvise in _J 3- grading detch. - 19. Grode Moy from all buÂ·lang: at o mlnknum slope of 10% In 433) -- 11 1 unpoved areos ond minimum Blope of 2% in paved orec:s. TOW=8142 BOW=8138 - -4,01,Â£3 1-EyEL=8148.00 ~ I FF-8159.00 20. Cleonouti mhdl be provided for all chonge, In fine ond/or Tdi for the sanit,y sewer ser,ice. ' r L 31.a.AN-SUM~ABLINU. 6 --9.- - / O--i-i. 4 CURRENT ZONING DUPLEX NuwaER oF DWELLING UNITS ALLOWED 2 0 - e LOT 105 NUMBER OF DWELLING UNITS PROPOSED 2 Â·PROPOS M -- ---- 5% 1 1 -----1 9 FLOOR AREA (sq. ft.) Â¢YARD AREA - g TOTAL- FLOOR AREA (4 ft.) 3890 BUILDING OUTUNE ----- l j k (TYP)-11 BUILDING HEIGHT (n.) - I- 11 I AUOWED 35' , PROPOSED 34.E PARKING PROPOSED 8 PARKING REQUIRED 6 .Al 1 - - LOT 107 21 1 11 1 0 44 TOTAL SITE AREA (TSA), Bq- ft. 22216 N. 1 | AREA (sq. tt.) 3140 SITE > 401 SLOPE - 813q- 1 % TSA 14% BUILDING LOT COVERAGE ~ 11 AREA (,q. ft.) 1953.43 20 8 \ \2 N -% 1 1 SE.R - 1 TSA 14.41 0 - I TEA 8.8% PAVED SURFACE AREA (.4 n.) 3199.20 0161 ELEV- 8131 9 SITE LANDSCAPED ~75-DRAINA~ h ~ W \ (BASIS OF ELEVATION) % TS,A 51.5% AREA (,q. ft.) 11434.97 j /8~ - 1 1- ~/...Wr 4- 8125 2 - SNOW STORAGE - AREA (Iq. ft.) 2442.03 ~-_- ~ ~~~ Af22 (n'p) ~ 1. --- ~ -* (TYP) -\ r- EXISTING CONTOUR -- PROPERTY -- -- ---- -- 1 rit 1 --- F 1 0' REAR BUiLDING Z/S --- - - 7 LM-- s ____ / SETBACK / 11~- \ -,-I(-- \--10%'DE BUILDING \~ / *- SETBAâ‚¬5 - Â£10- - T '2 \ s--L. - -- - L S No. 5447 1 1- -/b< FOUND PIN I C \4 203.6. - 8. Pr_0,\ - - - -1 -- 1 1 CATV FED. 1 LOT 98 L<J _ *---- FOUND PIN & CAP |- s ---3..uzzlit-2-22--r r - 5 LS. No. 5447 - \ \ 1 22--*-22- - - CATV PED. - 9=----1-0.- 7 N 389'21 w 155.71 i JOB: 04025 # ADJACENT LINE (TYP) GRAPHIC SCALE FOUND - & CAP _J ~ ~-- PROPERTY LOT 97 DATE: 06/25/2004 LS. No 5447 10 0 5 10 20 215.55' - 8- PVC 0 14.7% , SHEET LOT 96 SCALE: 1610' 3 NOT FOR CONSTRUCTION 011 ONI 33NISN3 NIOhIVV41 OZ9 l9 3Â©alhlallM LEO-9*L-OL6 7ER RuCE ~ aVON 300 NVnd Oavyoloo P ~04025\d~Work;04025-SITE.dwg, 6/25/2004 11Â·45 16 AMI Win2PDF /3 { 74-2 36'-llt 3r-20 5.-1. . 16Â·- â€ž- 14.-1+ 24'-71 12'-61- I 1- 1 -21-.zil-QCIF 1 2=. = 1--=:92.2 (3--EELE---~--' -17] -WALL ABV- ' ~- WALL ABV. O ' -- + FAMILY KM. L 14 11 -2 X L.1-1 BEDROOM I BEDROOM 2 ; BEDROOM I ~ 6722â‚¬79----UE.--- - - CL O MECM. ___1-1 DZ 1 a 2 1-f=-2 j BEDROOM 2 -4 r-1 2 WALL ABV.-1 '' BATM 1 1 L 'ELOSET I CLOSET I 1 0 -1% . FAMILY RM. 1 0 4 , . + 11 - N CLOSET ,- X . 1 BATM 2,0, -' 4#=:33 ,h-]=INÂ»ZIn; 4 +8148.0 ' ' 11 UP. 1 11 .- 'Pr n \ 1 CLOSET --1 0 1 BATH I LAUNDRY KM. BATH 2 4 Revisions: I 1 ------1 D W . ~ 1 -E- . 3 1 6 1 +81 47.0 UPI MECHANICAL RM. LAUNDRY RM. 1 D ll W 1 n UNIT 'B' UNIT 'A' Date: 1 LOWER LEVEL moject No: 1/4.=10-0- Drawn by: Checked by: A2.1 37'-11 NOISIAIaEInS 3DalklallAA ' L >E)019'90 1 101 OC]Â¥30103 '11NnOD 319Â¥3 DallialIM 550â‚¬ C - 1 36'-111- 5'-1 19'-21 10+.,1- 1-4- 0 DECK .1 9-1-2-3 22:=-2-2==91-31--1 - -==zz- Ei~-1 % -z :0 - -- DINING RM. - 0 1 DECK Â·/ T LIVING RM. 7 19 h 792 FLUE ~23- 2 - , r- 1 DJ.W. 4 L ----1 DINING RM. )< LU , 1- LIVING KM, .j .J KITCMEN _ T PANTRY - 7=220, -4 U KITCMEN ch B %5 22' -0* , 1'-r 6 5*-4i- . 9-5, a 0 2 -,8 PANTRY - CE R Ew 1 - ---- - - POWÂ©ER 4 0 2 -1 GARAGE ------ - - ~ 1 REF. M O ENTRY - +8159.0 +8159.0 DN"_ 2-J,72â‚¬~~/ 0 4 ad'Â®19 , STORAGE -0 ----7 22'-0- 4'-7- . 5-41- 53-4- 1, 1 .. UPI - I=ZE =3-3 - GARAGE POWDER tai 580 -- --- -.- ENTRY , e. +8158.0 , 1 ON' - ' Revisions: [3 -- --=-97za 11 N ..\ Up, 0 22'-0' 15-2- 22'-0- 8 -4- , 5.-0- 44'-3 36'-11/ 81'-3. UNIT 'B' U N IT 'A' Date: 1 MAIN LEVEL Project No: 1/4*=1'-0- Drawn by: Checked by: A2.2 NOISIAIC]~S 3DC]lil )19 '90 1 101 21 3Dalklall ~ WALL BELOW ~ 1 1 1 J .L- 1 I / 1 1 F WALL BELOW OP TO B W - ff --------- - -- 1 'XE 1 / U..1 7 -1 9 GE - 1 1 F MASTER BEDROOM , MASTER BATH .--14 _ 9 2 1 2- -Tr-1 FI Tr- OPEN TO BELOW 6 % c 11 -'-'-11 11 11 1 WALL BELOW -7 - t==--=P | 11 MASTER 11 >o 11 CLO5ET I 1 :rÂ·~ 0 4 11 11 N 11 1 1 ; MASTER BEDROOM 1 N/IA5TER BATH 4------ -~14 11 11 1 11- , 1 1 7.-r t,(Q-~ T DN lei-11- 1 13'-3' 11 I. 0 11 + +8 170.0 1: BEDROOM . f=-1- -1 - r- I ; 0 1-t> = 3*/ 11 1.--j [2 1~ CLOseT 11 / 11 - 4 11 4 41 1 11 (a- L_J,/ 14 11 11 1 Revisions: l BATM - t ON â€¢ 1â‚¬ ~- 1 \\ c=n~-_J> 1 1 L--p-. 2- =~11~ ~ ~ ~ ~~ ~ 13'Â·Â·- * 1 7Â·-7-5 16+ 4-8170.0 '1 - n=rzz~ 1 ~1 ~ 1 BEDROOM Â·0 OF=711 FiXIT? -Â· , 6 F - -p H 11 ..' Ill)Illi 43'' r--1 8,."'~ 1 1 011 \\ 11 IL// 32* 1 [1-4 273 '// \,/ 1 : 11 BATM - Al --at- 1 .11 ]~ ~ 6(61 9 - p L Cm 1 |~ 2 DECK UNIT 'B' UNIT 'A' ~ UPPER LEVEL 1/4%=1'-7 A2.3 NOISIAIDEInS 3DalklallAA 18 '90 L 101 0100 11NnOD 31~Â¥3 Mifi 1 DECK 5ELOWP DECK BELOW -3 , 6:12 6:12 1 1 P IN 11 P 1 J 6:12 ~ 2 6:12 , X U-1 3 1Â§ I .. 2 1,0 al 1 # / \ I 1 X / D ,/ ~1 / \ 1 liÂ·/ / \ 1 12 \ ie + ./ 1 1- V/IN / lu 1 ' \ 1 6.b 1 ! 1 / 1 1 ' RIDGE: 8174'-3' ' ' 1 / Â·- ---- -Â·---- -------Â·Â· --~---77------- ----W 2 liG / ~' I E / / . I , I n I ' 1 - 612 212 / 1 . 1- , 1 61 A I .,1 N 4 1 2 I Revisions: ~~----- - ~~~~~~_ ~ KIDGE: 8 17~~~~D / G: 12 G: 12 / 1 / 6 5:12 1 n , \ G: 12 G: 12 1 G:12 --- - -- ~ 1 DECK BELOW 1 UNIT 'B' UNIT 'A' Date: 1 UPPER LEVEL Project No: 1/4-=1'-0~ Drawn by: Checked by: A2.4 NOISIAIGSAS 39(]IMalIM' L NX)19 '90 1 101 aVOA 3Dal}lall/V\ 550E 00Â¥10103 'kINROD 3-IE)Â¥3 21:9 1 C ASPHALT SHINGLES, TYP. ..3<3\ . 4\42 ./ h STUCCO SIG!40 LPPER LEVEL +8170.0 k--1 1 \41 1 0 I. -j STUCCO -001 .-. 4/ 8 6 Â°tja | ELECTIBC METEFS STUCCO GAS METER ,< O J LLI -1 9 ~ a E H 2 SOUTH ELEVATION (SIDE) B 9%5 E G GRADE n 3 -ro 1/4"=1'-0- FINISHED GRADE - - 4///// - / LOWER LEVEL +8148.0 w in 1/ U UNIT 'B' M 883 /RIDGE: 8183'-10%-p\-/ ~.~ â€ž7-33â‚¬~4~~RIDGE: 8182'-1 1/2- RIDGE. 81710-0- Revisions: ASPHALT SHINGLES, TYP. 1 /// b %29- \ 1 ~--~2'Op RIDGE: 8177'-2- -j = 1 STUCCO -41-1 \ 3Â©4 -4. v - - .\4% 4. \4: ..RID-DEL_017.1-p-Â· . L I.%2\ "-1 . UPPER LEVEL +8169.0 ID C -I '- CJ CE ~ ~ ~ I IGAS ME-TER - MAIN LEVEL. +8158.0 EXT. MATEEQIALS CCLO62 SOEXLE STUCCO CASA BLANCA, SW 2060 Date: TRIM BANDS E BODY COLNTRY BAQNBOAQD PASCIA COLNRY BAQIâ‚¬OARD Project bio: SOFAT COLNTRY BAQNBOARD RALNG COLNTRY BAWNBOARD - ASPWALT SkÂ·ANGLES ELK- 3OOLB ANTIOLE SLATE Drawn by: WINDOW CLADONG ALLM -BRONZE r-------1 1- Checked by: . NORTH ELEVATION (SIDE) -ALL EXT521O,2 METAL TO BE PANTED BLACK h-,Ir-j LOWER LEVEL +8147.0 ~ ~ 1 0 -l 1/4~=1'-0~ A3.0 1 1 NOISIAIGEInS 39(Illiall 19 '90 1 101 / - -RINE118*1~-- - - -.---- ---- -----2r-urn------0--- -------- - ------------------- ' .1 RIDGE: 8182'-1 1/2' ; RIDGEÂ· 8181'-0- - --- --- -- RIDGE: 8177'-2- ~ Â· ~--'-2_ 1[ 1 11_212~0\- ASPHALT SHINGLES. TYP ASPHALT SHINGLES, T h a RIDGEÂ· 8175'-7 gDIN WOODSM --------1-4 RIDGE: 8174'-4- -- r /7\- . L---7 ,'--BIDGE: 8171'-1 1/2- ..21 ~- ~ 2 7 i r==i' t==~391 11- UPPER LEVEL +8170 0 UPPER LEVEL +8169.0 0 1440-j a[-11 [rr==i=ill rr-T-1 .y=iNrP===ri] r=i, MI / lilli U quu {fp-L-- 11----rtÂ»-- 11 STUCCO STUCCO MAIN LEVEL +8159.0 -- MAIN LEVEL +8158.0 01300 -11 Ll ful' X 81 LU Z 23 ~O OQU a EXISTING GRADE LOWER LEVEL +8148.0 FINISHED GRADE i i,/i T 'n' 0,2 WEST ELEVATION REAR -1 2...1.1= 6 1/4-=1'-0- R:DGE: 8183'-10- RIDGE: 8182'-5 --37'- \\ ASPHALT SHINGLES, TYP. ----- ,/ mDGE: 8177'- 11 3/4- Â«29Â« 1 \.93\ .--,/,// 1~~ STUCCO 93:2:E:=2~~ j 23/3// lit,4/ 1/ ir --9 11 111 SDING SIDING STUCCO UPPER LEVEL +8170.0 )(XXX ti-riE. -- --- . _ UPPER LEVEL +8169.0 A______ ~ XXXX O 0 0 ....,-113. 9- e el A e STUCCO / -7 6/ nyt - GAS METER GAS METER 1 \ logDO ELIC, METERS 1 MAIN LEVEL +8159.0 I MAIN LEVEL +8158.0 ANISHED GRADE UNIT 'B' UNIT 'A' 1 EAST ELEVATION (FRONT) EXT. ATEFIALS COLOR SCI-â‚¬CUE STUCCO CASA BLANCA: SW 2060 1/4~=1'-0" TWIM BANDS g 01' COLNTRY BARNBOARD FASOA COUNTRY 8A2NBOARD SOFFIT COUNTRY BAQN3OARD VALNG COUNT-WY 8AWh,BOAQ[) ASPWALT S+IGLES EU<- 3OOLB ANTIOLE SLATE WINDOW CLADONG AL.UM. - BRONZE =1 -ALL EXT-52102 METAL TO BE PANTED BLACK. NOISINGERS alIN' 1 1)019 '901 101 041 NOTE, SET MOOR THRESH * ~ r~-~~ZÂ». DE~6 8LASS SHEATHINe OIR=TLY ON THE CONCIVET, ~ VUOD 5#.1. EXTENSION ~ i 56â‚¬ AT ALL NON-eALLONÂ¥ GY'. 00. W SILL TRIM CONDITIONS. 10â€¢ DeNS GLASS SHEATHING aÂ· M /- AURâ€¢IWUM CLAD -f n\-1-- 6' STUDS, TYP. FOAM SILL \ 1 1 &==A * OR 5'-4 e...TT INSULATION STUCCO SÂ¥519â€¢1 OVER 2' - | ,11* --~ . 9'-4 C.~TT INSULATION MOOD Mel>4 . 1. L...0"r 1 \ Ocal 1~K_ PAT. HEAVY TIMSER NEPel POST. L.OCO 6' STUDS. rrle. CUSTOM ,â€¢<DRYLIG FINISH (OMEGA Trp. RET. 5/*43 /oR APPIT10NAL :4157= DIAMOND-*(ALL STUCCO BASE PROVIDE CONT \11-4, . -. :Il~=nII Ill'ORMATION - -- 9 r- BOLT ANCHOR TO | O SUCTal f .'.DRYLID FINISH COMEaA 1/2Â· URETHANE SEALANT ~ "24 DIAMONO-+NALL- STUC<o BASE & 2 00 ACROTIGUE) OVER 5/8 AKROFLEX OVER BACKER ROD. COAT ON 20 IA. AIRE LATH ON I PAT. VE>. TOP RAIL, â„¢/ O COAT ON 20 *A. MIRE LATH ON 2 Â· Â®RADE '0" BLOG. PAPeR ON 5/N j Sâ„¢USTURE ANOVE L./7'ERS GRADE le- SLDS. Fâ€¢APER OPENINI. ON 5/8' DENS-*LAS GOLD DENS-*LASS GOLD SEATHINS ON CONT. P.R.T WOOP TRIM, TYI'. F-/-% . SHEATHINe ON 6" 18 IA. GFHF ARCUÂ·ID PERIMETER OF 727 '1- *. OF- ST~S ~ 24â€¢ OL. ,â€¢HERE 4'-3- LONe 311105.1,Â· O.0. .-- 114" MECH. FASTENED FOAM * FIN. FUR. Le/2 1 BACKER 2% BLOCKING / SHUTTER BILL EXTENSION OMEÂ»A Al<ROTIGUE CUSTOM _f LOCATIONS I 'L-- TRIM PER INTERIOR ARCHITECT. 1 X M.R.T 440. m~LusTER PANEL, TYP. ACRYLIC FINISH OVER AKROFLEX 6 11=,41. rn n /p f.11ll ~ ANCHOR 0 2'-O 100Â·-oÂ· 1 4\ / ., 54.- ....1.1 i RIM 5/8' OPENS *LASS REF, 8/A45 FOR MORE INFORMATION _Â· ,INISH OVER 3/6" MIN. SHEATHINe % ,- .,94/, i RIM SHUTTER 6Â· STUDS, TYP. DIAMOND-,(ALL STUS<30 BASE Y COAT ON 20 GA. MIRE LATH ON 2 1 \ \~11/~,/\. /'lll / 7-Â¥La=.-1 --=-= :Zy=--4 (2) 2â€ž4 BLOCKINe 1-1 . ,-- ~r--4>--RI/ J-15"SHIM SHEATHINÂ® ON 6" GFM: STUDS Â® MILLMORK APRON4 ...I 4 i =b--7-)&" s,Â·,iM CONT. M.RT MOOD â„¢IM, Ti. 24 00. 7( 139-1 RE, PUIT. FOR *=h~._ F== - â„¢IM PER INTERIOR ARCHITECT. 2 X F.R.T MO. BOTTOM RAIL. TY~. -- GANTILEVERED BEAM ARCHITECT. BACKER ROD, PROVIDE CONT. Â£ FIN FLR LEVEL 2 ex HEAVY TINeEK 11 1 1 6" ../ 4 AROUNP PERIMETER OF OPENINe 4 11'LO. 124, A- 4 A . DECORATIVE BRASKETS 30Â· .wr. -21 11 1= Ul . ARCUO PERMETER OF OPENING. . MIN FLR. LEVEL I AMICO M-TYPE EXPANSION CONâ„¢OL JOINT i,1 2%=- U . VURED INTO STUCCO LATH, TYP. O EACH DECORATIVE COVER â€ž :.-- FLOORLINE 0-eAâ„¢ BILL- CONDITee. .0/-.I r n n j aUTTON, STAIN TO rGE ZIP 1Ll' MATCH SHUnr- n 1 -41- DOOR TY~'K' FIELD FINISH TO MATOH STUGCO FINISH -/1434-77 , 4.9* CONTINUOUS PERIMEYER FIRE ~ /~~ /- 1,2004 ~ TYP. JAMB DETAIL - TYPICAL THRESH DETAIL /-1 HEAD DETAIL BARRIER SYBTEM.- ~ ~ ~ ~ ~ (i) WOOD TIMBER DETAIL *10 3. i I'-O. CASEMENT VNINDOR MITH 9HUTTERS FRENGH ~ING DOOR l~~) 3" z lLC" RESPONSE TO QUESTION 8 O 6:4 4 4%-16 7 11/2"91'-Oil RESPONSE TO QUESTION 8, tO 8@Bet, : RESPONSE TO QUESTION 8 r,*Â£i | RESPONSE TO GUESTION 1, 8 UTILIZE VAIL METAL .-I *UM, , hirit e. TRIM ...1- e [-7/*pur 5â€¢rSÂ·rEMS FLMHING, G Â·*41 1 -0161' N&%41 3 '' 4 - c, 2.Â·..Â·irn'plu CABTOM AORYLIC 1 \Ne 2// / 1-74 >/0 --61% ~I//&fir,/5 SHEAâ„¢INe ge,~*(u#). gahil BATTENS ON 2*2 VERTICAL BATTENS OVER A. 6" , 4% / DETAILS FOR TIe RIVA -62~47Â£~*3, - GONG. TILE SHINGLES ON 2)(2 HORIZONTAL " FINISH OVER Al<ROFLEX FINISH OVER ICE 4 WATER SHIELD MEMBRANE OVER 2" 11 9/8. MIN, DIAMONOÂ·Â·MALL. slucto 6Â· STUDS, TYP. " COMPOSITE POLYÂ¥-190 NAILER OVER 5/e' 11 BASE COAT ON 20 GA. romE LATH \ A.41\ / JN< DENS-61-ASS EXT. SHEATHING OVER 5' 911. AGROTIGUe OVER 5/8" AKROPLEX -Sm===CEIVED , ON 2 LAYERS GRADE 'O " BltÂ». CUSTOM AGRÂ·fLIC FINISH COMEM I PAPER ON 5/V DENS-*LAS GOLD : = 20>1 / 'Tl* 1/I IN mATT INSULATION OveR VAPOR B.11*q// SHEATHING ON Â®" CFMF STUDS 0 24' 1 -- h DIAMOND-MALL 5111<CO BASE 16OZ. COPPER SHINGLE f Â·3 0= , / N..~.- COAT ON 20 eA. 0111â€¢2 LATH ON I' PANEL SYSTEM OVER ICE / . - - I . 5.58Â· 611Â·. BOTH SIDES 1â€ž12 . --- FOAM BAO<ER ON 2 LAYERS AND 91,478< SHIRD OVER - , - 28 GA. FLASHIN6 Â®RADE "P' BL". PAFER ON 5/8. 58' PIRE RATEP PLY U 9 1 19.1 4 1 --,â‚¬:Cl DENG-*LASS GOLD SHEATHINe ON OVER 5/8' DENS *LASS 11,Illl~I;I~IlÂ·,~~Il'!i'Ii'lilll~1!1111,~'I'LI'll,111111,1111111:~1111111.1:11'.1,1,11 1 1 ,l = 0 ;; L~ TUBE STL., RE, STNJCT. || --- STUCCO SYST/M OVER Iâ€¢ ME'* TO. STL. RID* * 4 6â€¢ cal, STUIC5 0 24- 0.0. NEAâ„¢INS. ~ / \ / \ / 1 /' ' '/'\ / \ /_1.1 . 1 NOW 3 0 2004 -15 . 4, -M, F~81820 POAM / - " m..â€¢ m r 4443 3 AD.JAGENT ICADER - BACKER PROV)/2 HORIZONTAL MIGH. FASTENER SOLID SLOCKING/SHIM 521Â·reeN OUTSIDE rMALL PANEL AN[) INSIDE -/ ---141-..3 lk----,~A,~oR THRouaH nee STL. 0, . r-.- â„¢IM PER INTEZIOR ARCHITECT. MALL PANEL AT BALCONÂ¥ BAYS TYPICAL. ~3><~ Ph~ ~) 2*4 el,001<1~ REI STRUCT -3-13:><I =r- CU 2%4 .LOOKINe / TH Y#LE " ~- 1 9â„¢uor. mi- OVER AKROFLEX FINISH OVER 3/8- MIN. / LI6HT *A CLIP. MECH PMTEN BACKER ROD -- Â¢Ik WIÂ· -j>- 0Â©oo GASINS AND TRIM PER .L-+36Â· SHIM DIAMOND-MALL STUCCO BASE COAT ON 20 *A TO EME, OF Â©Un.OOK AND SEALANT ~12 *1-4 INTeRIOR SC+IEDULE; MATCH HÂ®HT. BL- 1 ~f><I f A - . r#RE LAâ„¢ ON 2 LAYERS 61*ADE Â·D Â· BLDe CONPITION Al.LOM FOR 'APER ON 5/8~ DENS-*LAS *OLD S.ATHINS E-111=-3/1- ON 6- GrMF STUDS 0 24' 0.0. ~ aSHIM rn L â„¢IM FILLE< CEMENTITIOUS -HARDI-PANEL' J-21~Â· 1 L_ | oumice rl I INSIDE PROPUGT FASCIA AND SOFFIT 9 0 FIELD ADJJSâ„¢ENT. 1,/2. URETHANE EMALANT OVER , TRIM PER INTERIOR ARCHITecT, ru k 1. IVANA MALL C>OCR SYSTEM -1/8Â· H.C. PURRIN<S MI,/ 5/8' IYP ~ FASTER SOFFIT PANEL OVER ABOVE, BLACK IRON *RID 01/ - / BACKER ROD, FROVIDE CONT. CO Mts AROUND PERIMETER OP OFENING 1/5' FURRINS GHANNELS. 2 : 1~WRETHAZ SEAL.ANT aVER 07 El BACKER ROD, PROVIDE CONT. ALUM. GLAD IN S,NINI DOOR 141/ / U U ARCUND PERIMETER OF OP=NINO, -1~3 'MS AND SIU EXTEhSIONS. - 8, 18 Â®A GFMP STUPS O 16" Trp. O.0. C SLIP Tyte,K CONNECTION AT TOP OF' MALL. NANA WALL DOOR TYPE 'K' TYPICAL RAKE DETAIL O-54**I /'~\ WINDOW JAMB DETAIL /7 HEAD DETAIL /'h JAMB DETAIL ~ STUCCO BAND DETAIL CASEMENT MINDOW e STAIR 2 ~~ 5. = 1-0 RESPONSE TO QUESTION 8 ~~ 30 â€¢ 11-0 RESPONSE To QUESTION 8 3/4. = 11-0. RESPONSE TO QUESTION 4,7. a 3/4. cir-0" RESPONSE To GUESTION 4 4. U O RESPONSE 70 810 8 ~ AT GABLE ENDS boo 811.1060 SYSTEM OVER 5/2" / e u hit 1 '- 5/W SÂ·r'P. BO. GE~Pri~ NANA viALL DOOR 3/STEM - DENS-GLASS EXTERIOR 10% SLOPE AT ALL SHEATHINe '411' ' 2-0 / Â· UNMOIFIED HORIZONTAL #=4*VE v n L U - SLOFE Â¥41,1 FOÂ»1 OVERSIZE COPPER 5/0 PENS GLASS SHEATHINS <OUTSIDE Wl'11 INSIDE EP Ma SURFAGES (CREATE ~T~ALL ..2.7Â¥ ..j LOGATIONS. Re, ROOF C. TT INSULATION BAO<ER ROD SHIM . 11-4â€ž -r . 1 >442%04* E--3 aUTTER Fv HEAT 117*Ce F,~ 1 NO SE,~.Afr BACI<EN, LISE -TWIN SET TILE / MATER,â€¢700/ mAse ~C-~VER 5/8" AKRIOPLEX _p=l;gf~ 45 .=y [20~*ISPOUT LOCATIONS. \ 1 8 ,Â¥P. AT ALL aUTTER St.ST<*f ,â€¢.CRILIC FINISH (OMEIA 1 1 MN. FLR. MEZZANINE . HORIZONTAL- ~- PLAN FOR GUTTER AND HUO 4)447 DIAMOND-MALL. STUCCO BASe n n / \--11.!:dE~ w.%.T:'- COAT ON 20 *A MIKE LATH ON Iâ€¢ 92Â«1- 1 FOAM B~,CKER ON 2 LAYERS \ â€¢ IMA. CPMF STUDS A 6" EXTERIOR STUD W 5 5/8 TO FRAM CHIMIEr Â· DEMS-eLASS GOLD SHilATHINS ON Â«F Â¥711 - tleâ‚¬*Ar. TrÂ·P. A BACK-UP STIP, TO THE /NOLOSURE -ky.YO./A, / GRADE D BLPÂ® PAPER ON 5/8' .1 INTERION PASTEN THe - --- - Itz,~2t 2 /1 |'~V~~~~~NEL .1 I I~I'll b 1 7-1 NeÂ¥ \ BO. DECK m BACKER 2 41/ 11 HORIZONTALLY. lili |< 1 ~~-p' _ Â·r (2) 2*4 BLOCKIhkS CUBTOM ACRYLIG -*- U 4 -++ 1 1 . 6/ 12 \ 01 FINISH COMeÂ®A ~ %1<{11/ SHIM I F,I,N2&4N-- / AOROTIGUED OVER FAVESTONE J .~ - C.EMENTITIOUS 2 DOUBLE MALL SYSTEM, SLIP PANELS. / TRAIX TOP AN DBOTTOM LIGHT TEXTURE, 9, INFOR,UT]ON APPEARING WITHIN SHALL I â‚¬ 4-9 1.- n n k.=_14 - TRIM PER INTERIOR ARSHITEST. h 1 HAIDI-PANEL PASCIA HAND â„¢orâ‚¬LL FiN. FLR HEZZANIMe J COPYRIGHT: ALL DRAWN AND WmTTEN 4 PI, SAPINÂ® INSULATION 1444-0Â« NOT . DUPICATED, DISCLOSED OR - 1.0"WFIC,1 1.â€¢,C DEALANT OVER 21 STMN. FLUTES. MASTEN COLOR I OTHERWISE USED WITHOUT THE WRITTEN INTERIOR nALL TO CONSENT OF PARKHILL / MIS ~ BACKER ROD. PR<7VIDE CONT. e, A ARCHITECTS, P.C. AROUND PERIMETER OF OPENING. EXTERIOR PANCL. TV/ -71>.3 1-=: NANA WALL WINDOW HEAD g REV DATE: ISSUED FOR: 1 & 11.29.04 ~~TI~|NONCEMO1D I - TYPICAL HEAD DETAIL - SILL DETAIL Ch AT TURRET DETAIL ~ ~ TYPICAL OVERHANG = 1 0 CASEMENT ANDOPN 23~ 3â€ž. i-0 RESPONSE TO QUESTION 8 ( O , 3/4. s 11-0. RESPONSE TO QUESTION 8 RESPONSE TO QUESTION 8 ~-/ 3/4" = 1'-0 BETWEEN BUMP-OUT PORMERS SIM. (3: 12 PITCH) AT SHED PORMERS *1Â«2* C -7-g* 1 ALUMINUM GLAD WOOD PONDOM 12 MO x Sl RESPONSE TO QUESTION 4 41 --4- %2 1, SHAPE.Rei 'TRUC. CRICKET BEHIND 7.'D' DENS *LASS SHEATHINS CHIMNEr, FROVIDE t r--1- |:Â·L.~- Ix STAINED MOOD BILL CATT INSULATION 47409 FLASHING FIICM ROOF TO MALL_ 1 - MILLINORK APRON MER INTERIOR -zo-/- eâ€¢ STUDS, Trp. -, 1 Z o I ARCHIRCT. - CUSTOM AORYLIC FINISH (OMEGA SICES OF THE SURMACE ALL FOUR . - â€žA% 7 8206. PAPEK ON 58' __~L -MA NK--Il.<L- RSHIM AKOTUSAC> OVER 9/8' Al<ROFLEX OVERFRAMED I gr=r=t==1= 11 - I - SMAGNA STANDARD CONSTUCTION PEER p--,31 Â»-I / -- / -k- GONT. Mn- PLASHING Â»Ah CONO. TILE SHIN'Les ON - \ DENS-*LAS GOLD SHEATHI- ON 6â€¢ 18 ~2~~~~~-/Â· , ---- 1/:rUMETHANE SEALANT OveR -Ka - ~ - SA. OFF STUPED O 16" 0.0 1-4.- 1 PROVIDE SOLID BLOCKIN6 DETAILS. - - BACKER ROD ~ROVIDE CONT. r . Tlee STL. RE, STNUCT, X _- BELOW SILL FOR DENS SLASS . - AROUND PERIAereR arâ€¢ opeNING. SHEATHIie. .<//, Â·i /7>%4. r <162**#. ' 5/v DENS el-ASS 417-r,-/ - 2,14 BL=K,Ne FILFLR. Levin. 4 * -19..7 / ./*AJ... -730. 7 Nqk, fe'~. SHEATHINS {Bar. =Ad -//Ake ~AIL WARD JOB NO. 2000.0032 ~ . -r j ij 1Â» MECH. FASTENED BOAM BACKER .U----=~ S. MEr,L pecl<INS DATE: NOVEMBER 29,2004 i \\ w - 5/eÂ· eyâ€¢. 80 r 1 --lt-----~*-zzlÂ·'Â»Â»3,Â· SHIM Â»eX -Ur LE-,T 64 CLIP, MECH 0/0Â« DENS GLASS SHeATHINe - ' wrLOOK CONDITIoN, AS SHOWN SCALE: BATT INSULATION p, INTERIOR SC+IEDULE, MATCH HGHT. k./\.>1 N:kk// 't// 2 2~kl /Nk- . MA 14=,11,1 1 4 \>2>X [2001 ALLOP, FOR FIELD li . n~7. 1 - ix ..2 L Nka,/ I // 1 1 65â‚¬NTITIOUS 6' STUDS, TYP. LT- MUER ~ TO ADJACeNT EXPOR ADJJST,err. SHEET TITLE ~ Â»J, ./ I. k.-7%::% 010[*TO, 1.Unâ€¢rLIG MINISH *#EGA ~~~~~~ 94*C //9 1 14.Rol--EL PASCIA i 11 STRIP 1 ' ICROTIalÂ·Je) OVER 5/8" AKROFLEX 1/2'URETHANE SEALANT OveR veNS *LASS / PANELS. DETAILS DIAMONDÂ·Â·MALL STUCCO BAX COAT ON 20 *A. MIRE LAâ„¢ ON 2 OUTBIDE INSIDE AROUND PERIMETER OM OFENIM. LAYeRS ellâ€¢/2 tr eLIÂ». /APER 11" BLOWN IN INeULATION -Ir[,-- VAPOR BARRIER ON 5/8Â· DENS-eLAS GOLD ./8. 6.'P. BD. SHEET NO. SHEATHING ON D- 18 *A OPMF 1/8â€¢ HAT CHANNEL | NANA WALL WINDOW SILL RESPONSE TO QUESTION 11 STUDS '16.00 /~h TYPICAL SILL DETAIL /~h JAMB DETAIL /07\ AT TURRET DETAIL GAaEMENT 0111Â©OM ~bu RESPONSE TO QUESTION 8 ~ / / 3/4" = I'-0â€¢ RESPONSE TO GUESTION 8,20 w . 1'-0â€¢ ~~M= 1'-0â€¢ AT BUMP-OUT DUTCH SABLE END RESPOW TOCESTON 8 20 ~ CHIMNEY FRAMING DETAIL - OVERHANG DETAIL 1 RESPONSE TO QUESTION 4 I t 18@49 JploqulnH 09*l OINELLNI Â· DNINNY-!d Â· 3hlnlo trog'9Â»'9109 xo, 0Â£09'9Â» CoÂ£ 4(1 1 ' 1'-3â€¢ , h" 4" MASONVILLE 09:fÂ¥r,O<ST<*EM,80Â¥*Â¢ 06/ MMONRÂ¥ TIES O leâ€¢ 00. CED] TERRA COTTA CHilll// CAP BOTH MAYS OVER l' AIR UY GLACDOINS MOMAN *AP OVER 2 LAVERS L.% AGRÂ¥1110 511,1CCO OVER eUILT :tw;~,C~ 0-MING y -0 - RETURN STONE TO CONCEAL UP POAM BACKER, SLOPE TO DRAIN TYP. 9â‚¬ATWINe OVER 5 1- Mn.. Egg STUPS lieâ€¢ O.C. OVE' 1- m 5 5/80 20 *A Mn- STUD>S :mzt~'~22=la< I-Cy' 4 444 SLADDINe MOBEAN : TER;KA COTTA CHIMNEÂ¥ CAP BY Â°3 CUSTOM ~RfLIC FINISH (OVESA MITH MASaI r TIES O 16' AOROTIalle) OVER 9/8 ,4470/Lex O.C. 80â„¢ MAYS. - BAGKER ROD * SCALINT 4 01*MOND-MALL 971,10<CO BASE COAT Â·111 ON 20 *A. PURE LATH ON 2 LAYERS COLOR OF BRICK. / CUSTOM ACRYLIC FINISH (ohiEeA eFUDE 'D' ELD*. PAPER ON 92 A DENS-*LAS NOLD SHEATH'Ke ON 6â€¢ RETURN STONE MASONRÂ¥ 20 eA. STUDS O 16" ec. TYP, U.N.O. INTO FIREBOX, IRAPOVER -~Â·-1-Â¤7-t=iInINZUZE-flr~m! n COAT ON 20 *A. MIME LATH ON 2 PRC'/IDE MINIÂ· CLEAR STEEL LINER I /-1~'~ 'AFâ€¢eR FC-1Ll~r:- 199Â©9 CUSTOM ACRYLIC FINISH (OMEGA AIR SPACE AROUND STONE HEARTH --I IMULA LUE, TYP. 1 SleATHING ON *eÂ· CM,Â·e STIPS , 24.00 , ~.~ rIT i ACROTIQUE) OVER 3/8" AKROFLEX -ju_j_~_ i i - --~ - DIAMOND-MALL STUGGO BASE p T 7-- -- Boot a<ta<Er STEEL UNER, FRONT AND ~ 3%Â· Mn.. 20 Â®A. S TOP OF' FIREBOX Mei ~ 2 1 6 REI MEGH CÂ¥165. FOR SEGTION) r(RAP BETVâ‚¬EN FLUE Rea'TS FIREBRICK AMP STONE. *- . 49 - . 293 - 1 e .* -:** 90" BAS 1-06 NET, SPLIT OAK HY EMPIRE COMFORT 16,0 SYSTEMS MITH 3)â€¢IAÂ¥ $ REMOTE SWITCH CONTRa STUGGO BILL OVEIK FOAM BACKER 1.1 REI PLUbLBING AND .1 ?14 AORYLIC STUCCO OVER BUILT- ELEOTRIGAL DRAMINGS - HEAVY TIMBER MANTEL y=aa= tal / UP FOAM BACKER, SLOPE TO FOR MORE INMORMATION DRAIN rfP. CONT HORIZ CONCEALED BAOKER ROD AND /-7 FIREPLACE LARGED PLAN * = a"Xe" HEAVY TIMBER GORBEL. ST 1 SEAL_ANT BET)â‚¬mN MANTEL AND ACRILICL POLISHED LIMESTONE LINTEL 0 PIECE) *A STUGGO. RAKE SEALANT MIN 5/4' BACK i , 1/2'i = 1,-0 RESPONSE TO QUESTION 11 F:ROM PACE OF MANTEL SET OFF FROM FACE OF ADJACENT id.kt HEAVY TIMBER MANTEL STONE MIN r. COLOR AND TEXTURE TO }~~ PRE-DRILL. COUNTERSINK LAe BOLTS / Cr O.C. 1 a BE APPROVED BY ARCHITECT. TO SOLID eLOCKINS AS REaD. W FLUSH WOOD CUSTOM ACRYLIC FIN194 (ahâ‚¬6A PLUS, STAIN TO MATCH MANTEL ACROTIUC) OVER 5/8Â· Al<ROPLEX " CUSTOM FORMED) CONCRETE COPINe 8â€¢xe' HEAVf TIMmER C<o)~eL, ST I /2- COAT ON 20 eA. MIRE LATH OVER -- DIAMOND-1â€¢1*LL STUCCO SABE 4 1 4 BLOCKS SEE DETAIL q/Ae.6 ..-Cp) CONG. FOR MALL c 1 . 1 MAINTAIN rrlÂ»ICAL EXTERIWOR r,ALL 4 - 0-*- CUSTOM FOReED IRON DOORS 4 ' CONSTKISTION FOR REQUIRED RATINS. ./ - SW â€žSmÂ¥~00 r\,1\8,4 UNe j U =ll , ACCESSORIES, POLISHeD LIMESTONE LINTEL 011,1[ED< SET OFF CUSTOM ACRYLLC FINISH (OFâ‚¬*A BOTH SIDES /ROM MACE OF ADJACENT STONE MINI". COLOR -1 ACROTIale OVER 1- Al<ROMLEX - .O|4,-37 ../. AND TEXTURE TO BE APPROVED Err ARCHITECT. ~--f-- DIAMOND-0lili. srucco BASE FULL MOTAR BED BEHIND STONE LINTEL ~-,zEL,EL-_--2IL__1_ 2%2 ~ P"Re LATH OVER 4 '- . -J/--7 - 1=77==?r 2-PIECE SOLID LIMESTONE HEARTH, rk.-1 -- - JOINT TO ALIGN ATH CENTER LINE STEEL HEAT HOOD, CAPTURe epeES eEHINO q. --4.1-0 j k ~ SIL 1- 6,. OF FIREPLAGE ~fi__i__ #Lil '- i . 3 , ' SIEEL LINTEL LAÂ® BOLTED TO SOLID BLOCKING O ' r - r-- ' PFTHIN 8" IMA of=MF CHANNEL STUP TOE TO TOE (SPAN FROM EITHER SIDE OF 01,9. STL. LINTEL ?f 1 -lf--3-- 1 I. i - .~tlf- C -- 39-7~ - â€ž~ - - 'Fl--~1 '~ SIZE #2 MASONVILLE RANDOM ~ TO CARRY STONE LINTEL, NOTCH BOTTOM OF , - pal=ATION MALL. RE' Smuu- - - - - . -- DRYSTACK STONE FACINe TO 0 STONE TO R2<EIVE STEEL LINTEL MATCH RETAININe MALL. 1 VERT FIREBRICK SET IN FULL MORTAR 120 - - 1 -undz=- MITH BRICK TIme O 16' Oa BOTH MAYS 00 OVER QUILDINS PAPER OVER 5/80' FIN FLR 6ROUND FLOOR SPENSSLASS SHEAâ„¢l~e OVER le eA OPMF DESIGNER DOORS, BROPMAN GARAGE DooR i .732-E STUPS I 16.04 FINE' 6/00Â© 'LOOR INg/IRATIONS. CARROZZA /AMILÂ¥ ee'-0,1 090 HORIZ PIREBRICK SET IN MU MORTAR BED 86'$ 1448.0 U969 OVER PIRE T./ATED PLÂ¥)1003 9â‚¬ATHIN' 144&.0 ./S a-> Id ~ ~ OVER 12 IA CFMF MUDS 0 16" 05 if Â· STONE HEARâ„¢, SET IN FULL MORTAR PLAN DETAIL ale OVER MIME TREATED Fâ€¢L-*4000 /~\ AT GARAGE ENTRY JAMB rh FIREPLACE ELEVATION &0 U SHEATHINS OVER CPMF STUPS / 16' - 010 LEynt-O'_RESPONSETO-QJESTION-B ~9.-lu=-----RESPONSEÂ¥3-EESTIONIN DOUBLE 81 CHANNEL HEADER 1-1 U Q TOE TO TOE TO GARRÂ¥ STIIâ‚¬ HEARTH ALL MINDO/6 IN BEDROOMS â„¢AT ARIE LOGAT ED BELOrt THE F=Â©fATH FLooR SHALL PROVIDEE PROVIDE A LIMITER AT ALL MIND//S IHERE SILL IS aL-1 /h FIREPLACE SECTION AgeGUATE HINIMUM REQUIRED FEANS or LESS THAN 42~ AP F.; SET LIMITER TO 4' MAX. TEMPERED LAZING PER MANUFACTURER. LOM-2 1123 LlikiL] 1 0 e ~trETW------__-WE~73-2IE-Ti *L-2 HAVE A MINIMUM NET CLEAR OPENING O/ 5.1 POSITION. SQUARE FEET. MINIM*â€¢1 NET CLEAR OFâ€¢EMIN& Pele,IT TYPIGAL HEAT Sâ„¢meneNED GLAZINS PER . 0, 24 INCHES AND MINI,UÂ·1 CLEAR OPENINe WIDTH MANFACTURER. LOW-2 1 4-4 Z OF 20 INCHES. ~8"5 -, *~ 111 1 Mu C + 21 111- 1 1 Hilry'l wl' i 9133 4 - 4 EL]I 4% 4 q lili Il i Â·i 11*1-7Klr-11 0 ' "fIEE] 1 kid + - -- ;:19 w +1=:_L 411Â£ 4 , liN 1 i L *10 . -1 0 L ~1 4'W 61 . 1 6~1~ .1 0 01/--3-2 0 WL-1-31 UUOI"UL_]I ~~_-U- Â»i--41 t'-0. *'-en i~ Ea. Ea. Ea. Ea ~ ; ~ 2'-0" -Â«21-Ek-6 > 2.-OÂ» >1 1 41-01' R.O COPYRIGHT: ALL DRAWN AND WRITTEN 31-0. 3'4' ~ FINISH FLOOR J, 2-7 + Of . 2 INFORMATION APPEARING WITHIN SHALL - f 3.- . a 8.* 6 4'-1-1 NOT eE DUPLICATED, DISCLOSEO OR RO - Z 1 4,-06, Yll RIO. y Z 9.Z CONSENT Of PARKHILL / IVINS OTHERWISE USED WITHOUT THE WRITTEN â‚¬DIE .IL ARCHITECTS, P.C. KO REV. DATE: ISSUED FOR: POZZI COÂ·3072 11.29.04 gZATI~'#2fc~'9D - ARCHITECTURAL TRADITIONS OR / 1 \ PO=Zi CO2442 POZZI C,3042 FOZZI O*4536-11 / \APPROVED EGUAL. SGUAFKE TOP, NON-OPERABLE AT SlM, 0 6 6 0 > STANC/AR; a LITE. FIELD PAINTED CONÂ©tTIONS DELETED NOT USED \_2 KNOTTY ALDER 45 MIN. RATED /4/. FRAME I -1~-~[*E--Ilry'lll /*p 'MU# OP~<AE ALISE> 4 CUSTOM 51*NASE TO vE 11â€¢,7 tl It $â€¢ 2 4111 2.11 APPROVED BÂ¥ 01*leR AND 1/1,'. ARCHITECT 45 M,N. FIRE RATED SLASS GL.2 AND HORIZ., TYP = ilie E--"O~-"92111Â»31 1%" SOL MANTIN . i knicksii_-1]1 IT - 30 Lfy~ 4 rf zi BARS VERTICAL a GL2 M L/Ir- AT ALL MINDOI#1 12~0 -~I AT ALL WINDOW 2 -- .1 - LOCATIONS. 0 1 K - LOCATIONS. 4 2 F 0-- M 1 9*i r 2 f h~Elmi i_t" TK."'A 'i 0 1 8 11 M.t 2000.0032 91 - 11, 11 1 .3 â‚¬466 I 01-lilli=LIL]130 11 1 414+I j 11,4-JL~-U~-JL_NI .In' lili\ I 'k DATE: NOVEMBER 29,2004 411 1 20111â‚¬11\ III 11 111 /11 11 90 -1 SCALE: AS SHOWN 1. 2Â·-6" 1 2,-6 1-4- 11-31' : G i 4 14-3 2' I'--8" | ~ 5'-1" r.-5 2, e 1-31 + -011 21 6 A'_22{12-4-_22~E_,~1=214 1> 1.-3" 2' 6 2' 8 SHEET TITLE a a EO. EN aa - -24-236 R.Or FINISH FLOOR 21-6 2 -6. - FINISH FLOOR f INISH FLOOR 214" 21-6" MINISH FLOOR 6 2'-6'L___L_221.-_1-_22Â£_6 = 1 F=INSH,LOOM 2'4 2'46 2.-61' - FINISH FLOOR 4 DETAILS 1-56. 2'-11Â»' "-9641 1,-_---1-0.#1 . M 5-0 4- 1_1-6 714 1 A---EL---* 9 5Â·-10 5'-1" 4.-141 a.-1,1 RO RO Ra 8'-1" a * pozzic,CaoÂ»2 8 ~~NDIT~OMS. 0â€¢e5~r END) NON-OPERABLE AT SIM. . 1 PIZZ COB/12-2 SHEET NO. .Izzl CC2412-2 ~ POZZI C'Â£3042-2 ~Â© <3~) pozzl COBC,2-3 rm pozz! 0203>5 2 ~ NON-OPERABLE AT SIM POZZI 063072-3 t ~ CONDITIONS, 19@JJS 1PloquunH oWn 1908 9,+Tof XDJ 0Â£09'9Â»TO[ 4 SHolealll DNINNÂ¥ld Â· 3%1A1]ELLIHONÂ¥ 33 MI~ i WI-1~- -- I 0 0 - 0 - 0 :-I-.I '-97/ 182 1 . f FACTORY 4 76 4 h* STAINED .1-C#6 , G O , 0 ~F~~-Ium*z=*~Â·----,~Â·x.â€ž , 145.' HARDITRIM E 2 1 TL-, :NT,1 p - Ea. Trp. O 99 F L p li T 9? -- 44*X4â€¢ 332 94 STAINED : ..al. . EF'i O *am I . L 14624,. %%801% F I A-A ra rli =g- UTTER DETAIL Â® SH'-0. 542'll o RESPONSE TO QUESTION q k OPENINSS BTWÂ·t. RAILS **L SPHERE â€¢ULE PER 1â€¢147 SHALL NOT EXCEEP 4' ueo. 5Oq 9 LE + -PAT. rp. TOP RAIL, \ NBEL BEYOND- mt'. N==h 11 / . ...T. HEAV' TIMBER 94 1 4 11, 4 , i , Aki. i MEMEL PosT Â£4/ DECORATIVE CAP. 1YF' - 4 11 9 4 T. F.IT Moop m ~/1 TRIM, rrp. mi- 1-Holli . X F.R.T Ve. BALUSTSâ€¢-/ _ pq 0 i 'Net....0. 5 '-i: L11Â«r RAIL. TY, - CO -2 x MAT 19. BOTTOM-~ 21 Â»* 8-8 O 7 8 ~ RAILING NEWEL DETAIL 1/2. = 11-0 RESPONSE TO QUESTION Iq 20% 0 FORGED SIEEL SPINDELS, MZPAN 4.4 U Ol r.ART â€¢ 55505 0 40 0 MAX PELDED 41 U I fÂ«--rjcnt=u BTrel TOF AND SOTTOM RAIL 1-1/4~ SQUARE STEEL BAR ~u81 1-1/4' SQUARE STEEL BAR W STEEL HAPDRAIL BEZPAN F'NOFILE 012445, STITGH Fâ‚¬LP ON TOP - - --CAST IMON SHOE, BEZPAN â€¢CI--It FIN. FLR 4â„¢ LVL. * Â¢33Â·# ~-~-AT.,eAVY TI,Â·BER Neret- POST U PV PECORATIVE CAP, 17'P 1 I LE' , 11 PAT. 10. TOP MAIL. TYP. NT. M.R.1- POOD TRIM, TrP. mir,11[ COPYRIG,fr: ALL DRAWN AND WRITTEN ! -r----1 X FLAT PEP. BALUSTER PANEL, INFORMAnON APPEARING WIâ„¢IN SHALL i i <1 j j 7 \L i k.-t) 1 1' 4 TÂ¥p. NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN * 11 - -L[ -- L wL lia- 2 X F.R.T VID. BOTTOM RAIL, rfl. CONSENT OF PARIHILL//INS ARCHLICTS. P.C. FIN. FLR 310 LVL ~ RE~~ DATE: ISSUED FOR: 1 122â€¢-Oâ€¢ PAZ WINOR MOD 11.29.04 CONTINUANCE 1 ~ ELEVATION DETAIL 1/4.1 = 1-0 PROVIDE SOLID BLOCKINS AT JAMES ~ FOR RAIL INSTALLAT)ON RESPONSE TO QUESTION 12,14 %%11% /9 /1 6' X 4" X 5/4 MRT Plo. DECORATIVE GOVER ~ TO APRON THEN FASTEN APRON - MASTEN RAIL ie ~~~1~O-~ - - -A</ ~/' ./ TO WALL. GONGEAL ALL. FASTENERS 7--P.RA. MO, TOFâ€¢ RAIL, TYP. jt tilf k. JAMB FOR RAIL ATT,~C+IMENT JOB NO. 2000.0032 _____F*OVIDE SOLID BLOCKINe AT \ 7 7/ / DATE: NOVEMBER 29, 2004 1 X rAT re. mALUSTER pRE-DRILL SHUrreRS AT /L - nr .MK=1< 34' PANEL, TYP. 1 SCRER LOCATIONS - -ti f U-CONT. FR.T MOOD SCALE: FIN. fL,-GA [|11. 1 2 TRIM. TÂ·rF. SHEET TITLE 2, e 1 DETAILS ~ SHEET NO. i , 1 ~ SHUTTER FASTENER DETAIL /7\ ELEVATION DETAIL ~ RESPONSE TO GUESTION q 1 1 , 1/4..1,-oÂ· RESPONSE TO QUESTION 11 3. = 1'-0 1 9Â£ZOW Woe'9Â»Tog 4 0<08'9Â»'Â£0Â£ 45 0 - - - -I- PLANT LIST/LEGEND: Sym Qty Botanical Name Common Name Size .bL. D 0 -*-- /72-Â·- % - .000 - -- - ...0- Colorado Spruce 8-10' hgt. 0 . 1Â« 0 Colorado Spruce 10-12'hgt. 2 Picea pungens Colorado Spruce 12-14' hgtM 0 Colorado Spruce 14-16' hgt. --N {Iil**t-8 Fraxinus pennsylvanica 'Summit' Summit Ash 2-3" cal. 9 / 37 - ~ ~ 2-PICEA 'UNSENS Ca-109 ..r.1 A \- 2-FRâ€¢o<INUS PENNSYLVANICA u I.-r7.-_ -% 2-PIGEA PUN<ENS (8.lot y , 1-FRAXINUS PENNSYLVANICA 9 \\3/ 0 - ~~ 42 Populus tremuloides Quaking Aspen 2-3" cal. 4 1 r-91 --)*V9- /,7/ 915-Mk-<4 <----~- 5-PILEA FUNGENS 00-129 â‚¬3%= 11 Prunus virginiana melanocarpa Chokecherry 5 gal. :PARCEL* - ' )- 1 / \ l .il $- \1... 2, - & - iÂ»= 10*3. \\ 42 / ~-- 3-POPULUS TREMULOIdES <~ . \,-... 3_FRAXIN,13 PENNSYLVANICA 15 Cornus stonifera 'Baileyi' Redtwig Dogwood 5 gal. // P *R -- I : 8 Prunus besseyi Western Sand Cherry 3 gal. (1 â‚¬-4Â© i , itsâ‚¬/ 4 i / Yids// NATIVE *RASS MIX (57122*M SLOPE) // 1 i\\\ AL/FLOVER SOD- 1200 IF :... A 9 Potentilla fruticosa 'McKay's White' Potentilla 3 gal. -Y' 42 l/ k./ 49. SEED MIX- 1731*f .4.4Â£~ q-POTENTILLA FRUTICOM 22 Spirea x Vanhoutei 'Renaissance' Vanhoutte Spirea - M - I.* $ X 3 9% 11 1 1/ frof --PI EA NS C -149 . Lo~â€¢dR .Ear' CO .1 : 7 7 9 Parthenocissus quinquefolia Virginia Creeper 2/3 94 . 1 1 3~ICEA ANSE* 04-18'4 3-GORNUS STONIFERA 0 " 7 /0 9 ~~ ,A ~~h 4 ..:4@/ ~,111'111!:~!;11!1~11 Various Perennials, Annuals and Bulbs /--- Lolot!63-. - ~<m'~-_ ,-~,tÂ«--r-- #4, ~f, 1; i %2@1% 14-161 --g= Native Grass Seed Mix (see notes) 6*,Sid ~*22Â·Â·'1 Wild Flower Sod 1-PICEA FM,INSENS (&-109 - 7*\ =t *6UI':.'.1 / , ARTHENOGISSUS tyÂ·.1, 3.SY.-4.-1 F i QultOUVOU NATIVE il 1- k~102/4?1 Bark Mulch ~ 8-COR~S STONIFERA ANNUALS IN ORNAMENTAL PLANTERS mic) 4 / M 3-POF'ULUS TREM)LOIDES , fr.422 . - 1 2<RIZMJS 5TGNIFERA 070 U 2Â¢ 0 f 4 . 1-SPIREA x VANHOUTEI lt.~ N Grass Seed Mer- Dry Slope Condmon G,ass Seed M/x- Stream Sope Condition - ~- Broadcast at rate of 50 lbs'acre: Broadcast at rate of 5 *bs/1000 s. f.: \ ~ 6-poplie TRavicapi /-11 1 T PEREANIALS, ANAVALS AND BUItme--~ < =-----Â· '' / 5,0 U 20 % mender Wheatgr ass 20 % Thickspike Wheavass , .0 u PERENNIALS. ANNUALS AND BULe . .,, / IN RAISEr> PLANTER (Erf ARCHITECT) 20 % Sheep Fescue 10 % Tuned Hal'grass 2-00:FouS STONTPER. 1 44 41 15 % Sideoats Gmma 30 % Mountain Brome 6 ... f . e / /2.1--Â»21 // 10 % Bhue Gmma 20 % Blue W#d Rye i-rt - 111: / / // .4.ff'. / 10 % kieho Fescue 10 % Rocky Mountain Fescue 25 % Weslem VW,eaÂ©rass 10 % Sandberg Bluegrass 04-4 *. i 'seed source: ~ ' 4-SPIREA *VA 250/f -1-'PÂ¢UU)5 TREALolDS ~ -- ~ ~ -./-9 I I / Pawnee Bufte Seed (800)782-5947 - = 4 . LGH 8-,11*FA w VANHOUTEI / f NATIVE GRASS SEED MIX (DRY SL.OPE) 9-POPULUS TREPULOIDES--1 ' Building Base/Entry Sign Planter Mix: '- r 2 ~ ~_ _ - - - - _ _ - - _ - il RAI#R-/LANTER (BY ARCÂ·HI PERENNIALS. ANNUALS ANC> ; 11111 Perennials (4' pots) A I i 23(1- Rocky Mountain Cojumbine (Aqu#egia Caert#ea) - - 1 4 1 1 FOLSON PROPERTY 230- Sweet Wood,0(Ga/ium Oabmaim,1 3, 1 \ ' \- % 1 11 GeÂ©RDINAE PRE4EZED EbeE - 76- Day#les ofeach: 'Red Magic,' Â·Ice Camivar, 'Happy Returns' (Hemerocallis spp.) ,~ OF r.viNe~ rliTH GIVIL EN611â‚¬ER 4-PRUNUS VIRGINIANA MELANÂ¢06 LIEUTÂ» apiÂ·- - -t Groundcover (4' pots) - 4,944 280- Purplek,af Wintercreeper (Euonymous Foftunel 'Coloratus') ,=\: // PERENNIALS. ANNUALS ANIP BUL[53 280- Periwinkfe (\Anca Minor 'Bowles') 4-PART,â‚¬NOCISSUS GUINGUEFOLIA. / ' 1-4 5-FRAXINUS PENNISYLVANIGA -4 , k - Bulbs: /-- - M- -- / r 360- Hyadnth *rple) 1.4 / , - COPYRIGHT: ALL DRAWN AN' WRIfTEN Annuats by Owner |12 / Â· NOT BE OUPUCATED, DISCLOSED OR INFORNATION APPEARING WITHIN SHALL SEÂ®NIES IRÂ®INI NA ME Nos p -1.RUNIS Beserri 2%Â· OTHERWISE U. 0 WITHOUT THE WRITTEN 4 .~~ f~ ~ ~~ ~5NATIVE eRASS SEED MIX.(PRY SLOPED- 4050*f CONSENT OF PARKHILL / 1/INS ARCHITECTS, P.C. ' 4.Â· ' '- k.. General Notes REV. DATE: ISSUED FOR: 1. PWortoconstrucbon or demo#tion, Contractorsha# be responsible for ve#4ing the locabon of 1 1 ' d ,- ., . 4 N 1 PAZ MINOR MOO a# ualties so that the new const,uctjon will not damage or interfere with the existing umties. ~ -. 11.29.04 CONTINUANCE 1 Shoukidgmageoccu/;#/sthesokuBS;oons,b,Â»ofth#Con#=ortompakand>b,mplgeeany , 1 related damages at the Contractor s expense. Â· . t> 1-PICEA PUNMN* 00-12Â·) h bulk*Watam,Â»knum.2%skweandamarbnumof896 sboe. Contmakytopmp*:e 2. An foundation planting beds around heploposed tu#d/ng shaN be sloped away from the : . * 10-12'Â· 1 weep-holes foralt raised planters for adequate drainage. Â·4-PRIN.5 VIRSINIANA MELANOGARP 3. Cont,actorls reponsible fbra#ste deanup of/andscapemaferia/upon comple#on of#le work \ 4 1 ./ 6-10. 4. AN planing bed areas and want locations shaN be staked and app,oved by the Landscape Architect prior to consDuction. 1-PICEA FUNeENS (8-109 LOT 2 IPUBLIC OPEN SPACEI 5. Contmatorshall referencearchitectum and civii engineering dmwings forquauty assurance/quamy control. TO BE DEDICATED TO THE TOWN OF AVON 6. A# planting beds shall indude mulch and so# preparation per Town of Avon Landscape 1 1 Guidelines. 7. Allturfareasshallbe comprised ofnative grass seed mixes as specified. 8. L'Auberge st,all maintain atl plant material and repjace all dead plant material after the ED wanvnMguamntee has exp/red. 9. No plantings shall occur within dedicated easements. 10. Noplanangs or obstrucuons sha# occur within the sight distancz mangles set *dh in this 1 MULCHASSPECIFIED(KEEPMULCH 3=2'- JOB NO. 2000.0032 CLEAR OF TRUM< BASE AND EXTEND 70 1 - GALV. STEEL WIRE; LOOSE ENOUGHTO AUOW 11. The irriga#on system related to estab#shment of gfaSS seed mixes will only be Installed Ibr MULCH AS SPECIFIED (KEEP MULCH 1 OVER AND BEYOND THE WATER BASIN $ 4Â· OF MOVEMENT IN ALL DIRECTIONS the pwpose of estab#shing the native grass seed (tu,0, as denned on thls Pjan. Once 7 . /47 PA]NTTO MATCH DATE: NOVEMBER 29,2004 11 I '6 QEAR OF SHRUB STEM BASE) 49(4~ WWMATTACHED TO WALL established the inigation system will be used minimally (or discontinued)in these areas. ARCHITECTURAL ACCENT Establishment shouki on/y extend through two W growfng seasons. i 94 / FINISHED GRADE SCALE: 1.- M " BACKFILL 3 - 5 FENCEE T-POSTS OR REFER TO ARCHITECT _ . 12. Anal locationandstaking of anplantmatedals sha# beat the direc#on of thejandscape ' ANSHED GRADE 2Â·X 29( e WOOD STAKES SET OUTSIDE \ T /. ,- WATER BASIN TO BE ~~kZ'~L ---x a,chitect. Landscape COntfactor shal not piocede with planting opentions unt# staking is fu#y ROOTBALL (REMOVE AFTER ONE YEARyl \ CONSTRUCTED AS SPECIFIED SHEET TITLE 88(a/edÂ· ~ -FEI ~ . ~~323*FFF ~ ~~~--FORUnLITYSCREENWALL B r",EU%% OF HOLE 11 'EL'+1- . , 211*11 9-- SCARIFY EDGES AND BOTTOM PLANTING BACKFIUSOIL ---~siLt20'~ NOTES: AwmdITMEm#78~4 PLAN NOTES: -4--31'ly})s P ,~I DECIDUOUSTREESFCALIPERANDGREATER. ;Cl J i ,J H li*f~ iti~ 1. STAKE ALL E'VERGREEN TREES 8' AND TALLER AND 3.1Â¤112111=111*141.8 1.REMOVEALLWIRECAGES 2. REMOVE ALL WIRE CAGES AND BURLAP AND BURLAP ~ . DIAMETEROF | SHEET NO. ROOTaALL+4' 1 1 - 1/f' 11 r.72.Wt -P... .Ir' DIUIETE OF TROOTBALLâ€¢/ L1 ~* SHRUB PLANTING DETAIL FOR VINE PLANTING NOT TO SCALE *IREE PLANTING/ STAKING DETAIL â‚¬}).MINE DETAIL NOTTOSCALE NOT TO SCALE 1480 Humboldt Set [Fog 9+9 909 xe 0909+9Â»109 lid VNOTOD SNOIN~ ONINNÂ¥ld Â· 3@0133.LIHDUM '00000 1noorpor 0- I -. / / - 6 : 0 00 0\. . 0/ < 3 - - - :Fa 3 2 an I -- <- O \\2 0 1 A-2' STATION DESIGNATION '- 9.6 ZONE GPM 109/ / -1 -qum,2 ** 1 " VALVE SIZE .. 1 *?m oe 1804 - HEAD TYPE / j'PARCEL 3 -- -4 , I / 1 '0 52- - .% //// d .6 7.\ -9 /t 0272 295'j~ O 84 ' fi / /Â¢ 9,00 /l 1 ---7 -----1- IxÂ«1 . 41 I 61 1 AA ,/ t. N \ 1 A. --IN 4-900 4 2 0 Le"Soo . v ' 3 0 I u g $ /1 , \\\\ .1 ' @21 11 - 92iwo O.3. -- - 3,3/8 4 5 , 4 4 . .5 1 '. ," 6 X D Al l f + 1 Â»- \ 1 1 2.1 1 - i 1 1 1 C 2 -I 11 1 11 0 \ j / TAP POINT 1 / 1 IRRIGATION CONSTRUCTION NOTES C O TAPPORT 1 WAS\DEOPME.CHAMCALROOM\NSUBA,EVEL. ' l_ -3 ~ ~-4- --t- < ~ MAINUNE SHOULD EXIT ROOM THROUGH CEILING - ~ -INSTALLER SHALL BE HELD RESPONSIBLE FOR ~ , - I 'F O 7 0 CONTACTING ALL UTILITY COMPANIES FOR FIELD [Ul . AND ENTER SLEEVE UNDER PARKING LOT SURFACE. LOCATIONS OF ALL UNDERGROUND UTILITY LINES MAINLINE "T" CONNECTION SHOULD OCCUR IN PLANTING BED. PRIOR TO ANY EXCAVATION. UTILITY NOTIFICATION 121 p SHOULD INCLUDE 1 1/2" RPA BACKFLOW , ,/ / .- / -7/Â«0 1 PREVENTER WITH ISOLATION BALL VALVE. ] b,Ov % CENTER OF COLORADO 1-800-922-1987. 1- i Â· c~ IF STATIC PRESSURE EXCEEDS 65 PSI U-M Q -REFER TO MANUFACTURE SPECIFICATIONS AND UN J>) / ~ - .. p IN BUILDING, INSTALL A 1 1/2" PRV. 1 / peerintion DETAILS FOR INSTALLATiON PROCEDURES p 4. r CONTROLLERA 1 1 0.' i ~ AINBIRD CONTROLLER 12 STATION ESPIX / 1 W 1 Reduced Pressure Assembly 4-IUL<~ 1 G Quick Coupling valve 3/4 U 4-1 M -INSTALLER SHALL FIELD VERIFY PRESSURE AT EACH ~ -8 . 1X , 1 / S Rain Bird 100-PEB 1" Remote Control Valve TAP POINT PRIOR TO STARTING ANY IRRIGATION . 1 1 - '' / INSTALLATION. EACH SYSTEM HAS BEEN DESIGNED ~ ' ~ 9 -- 4 , / / G Rain Bird 150-PEB 1-1/2" Remote Control Valve ps U O ---- --- Â»4 ----- = ---- U FOR A STATIC PRESSURE OF 180 PSI. . 44 j * Rain Bird Xerigation Control Zone XCZ-075 1 +4 7- / - *1/ Â© Point-of-Connection 1.5" TAP LOCATION REQUIRED PRESSURE 1 0\\ . ~ Rain Bird 1804 wl SH MPR Plastic Nozzle / 1 45 PSI ~ - , 2 5 8 Rain Bird 1804 w/ 59 MPR Plastic Nozzle <Up / A O -INSTALLER SHALL COORDINATE INSTALLATION OF 1Â· 14.3 ~ Rain Bird 1804 w/ VAN 6-0 Nozzle 04 % 4 SLEEVING WITH CONCRETE, FLATWORK AND PAVING. K - INSTALL SLEEVING BASED ON SLEEVE SIZING GUIDE ~p \ -- - -- ~- - LSON 'OB~,;*i 350.-Pc w/ 1.0 Nozzle < - -- 1 1 4 Rain Bird 3504-Pe w/ 1.5 Nozzle BELOW: - - - --- -- , r ~ Rain Bird 3504-pc w/ 3 Nozzle U - ,55 1 - --- -il ------ 'I-- - \ -1 ~E SIZ/84"ORRP~NRGE QTY 2,R~VOCU~REE~V~EEVE ~ - ~ / h - , ie 6 Rain Bird 1806 w/ 10Â£ MPR Plastic nozzle ~ t // / ~ / ~ Rain Bird 1806 w/ 1OH MPR Plastic nozzle 1 1/2'*- 2" PIPING 4" PVC SLEEVE |R '- tr--Â« / 1 - -I / -h - N i / Rain Bird 1006 w/ 10Q NPR Plastic nozzle 21/2"- 3" PIPING 6" PVC SLEEVE \ 1-25 CONTROL WIRES 2" SLEEVE .jfs K X COPYRIGHT: ALL DRAWN AND WRITIEN \ INFORIATION APPEARING WITHIN SHALL- 1 1 , . Wy[ SE SUPUCK[ID. 9Â¢. 26-75 CONTROL WIRES 3" SLEEVE #]I - CONSENT OF PARK.1./ IVINS ~ Rain Bird 1806 w/ 15CST MPR Plastic nozzle OTHERWISE ..0 WITHOUT TH[WRITTEN 4~ Rain Bird 1806 w/ 12H MPR Plastic nozzle ARCHITECTS, P.C. Il , / 'E' Rain Bird 1806 w/ 15EST MPR Plastic nozzle NOTE: EACH LENGTH OF SLEEVED PIPE SHOWN SHALL ly<- 1 4 - BE ROUTED THROUGH SEPARATE SLEEVE. - 8 Rain Bird 1806 w/ 50 MPR Plastic Nozzle / i REV. DATE: ISSUED FOR: ~ Rain Bird 1806 w/ 15H MPR Plastic nozzle PAZ MINOR MOD 8 Rain Bird 1806 w/ SH MPR Plastic Nozzle 11.29.04 CONTINUANCE 1 -14 GUAGE SOLID PE OR PVC JACKETED WIRE SHALL ../ BE USED FOR ALL CONTROL AND COMMON WIRES 049> 17\\\ @ Rain Bird 1806 w/ VAN 4-Q Nozzle WITH A RUN OF LESS THAN 1250'AND WITH LESS .9/ ~ 0 ~ ~ Rain Bird 1806 w/ VAN 6-Q Nozzle A- / 8 Rain Bird 1806 w/ VAN 4-H Nozzle THAN 3 SPLICES. ANY WIRE RUN THAT EXCEEDS 1250' 14Â· AND 3 SPLICES SHALL BE 12 GUAGE SOLID PE OR PVC JACKETED WIRE. ~ Rain Bird 1806 wl VAN 15-H Nozzle izv * Rain Bird 1806 w/ VAN 12-H Nozzle -ALL CONTROL WIRES SHALL BE RED. ALL COMMON LOT 2 [PUBLIC OPEN SPACEI I ~ Rain Bird 1806 w/ VAN 10-Q Nozzle WIRES SHALL BE WHITE. ALL SPARE CONTROL WIRES 1 - TO BE DEDICATED TO THE TOWN OF AVON SHALL BE BLACK AND ALL SPARE COMMON WIRE i Â¥ Hunter Pros-06 w/ RCS-515 Nozzle SHALL BE YELLOW. MASTER VALVE WIRING SHALL BE 1~ Hunter Pro=-06 w/ SS-530 Nozzle BLUE. I Rain Bird 1812 w/ XS-180 Xeri-'pray - THE IRRIGATION SYSTEM SHALL BE INSTALLED WITH 1 Rain Bird 1812 w/ XS-360 Xeri-spray JOB NO. 2000.0032 A RAIN SENSOR IN ORDER TO ELIMINATE IRRIGATION ~ Rain Bird 1812 w/ 1(H MPR Plastic nozzle 16 el. WHEN NATURAL PRECIPITATION IS PRESENT. | 1~ Rain Bird 1812 0/ 109 MPR Plastic nozzle 1 ea. DATE: NOVEMBER 29, 2004 8 Rain Bird 1812 w/ BH MPR Plastic nozzle 12 ea. -REFER TO PLANTING PLAN FOR EXACT LOCATIONS SCALE: 1" = 20'-0" AND QUANTITIES. PLANTS ON IRRIGATION PLANS ARE ~1 Rain Bird 1812 wi VAN 8-Q Nozzle 2 ea. AN APPROXIMATE LOCATION. .-* 1" inch Drip Tubing SHEET TITLE - 1.5 inch Class 200 PVC Mainline IRRIGATION 4 inch Class 200 FIC Sleeving PLAN ~ 1 inch Polyethylene Lateral ---Â·Â·Â·--Â·Â·----Â·--Â·Â·- 1.25 inch Polyethylene Lateral SHEET NO. - 15 1Mh Polyethyle~ Later~ L2 2 inch Polyethylene Lateral ~ Rainbird controller 12 station 10@45 WioquinH 08*1 108'9**Tor XDJ 0Â£08 9Â»TOT Ld S&!OIU3INI Â· ONINNÂ¥ld