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PZC Packet 090721AVON PLANNING AND ZONING COMMISSION A MEETING AGENDA TUESDAY, SEPTEMBER 7, 2021 - MEETING BEGINS AT 5:00 PM Avon AVON TOWN HALL - 100 MIKAELA WAY, AVON, CO COLORADO TO ATTEND REMOTELY, VISIT ZOOM REGISTRATION LINK WEBINAR ID: 835 2708 9483 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. DISCLOSURE OF ANY CONFLICTS OF INTEREST RELATED TO AGENDA ITEMS 4. BUSINESS ITEMS 4.1. 38460 HIGHWAY 6 - PUBLIC HEARING - SECTION: 12 TOWNSHIP: 5 RANGE: 82 PCLIN NW1/4SE1/4 (FOLSON ANNEXATION) - MAJOR DEVELOPMENT PLAN FOR A 75 -UNIT CONDOMINIUM BUILDING PLUS 9 TOWNHOMES ALONG THE EASTERN EDGE OF THE SITE. ALTERNATIVE EQUIVALENT COMPLIANCE FOR IRRIGATION AND BUILDING SEPARATION DEVIATIONS (TOWN PLANNER DAVID MCWILLIAMS AND RACHEL HILL. 5. CONSENT AGENDA 5.1. MEETING MINUTES FROM AUGUST 17, 2021 PZC MEETING 6. ADJOURN MEETING AGENDAS AND PACKETS ARE FOUND AT: WWW.AVON.ORG AGENDAS ARE POSTED AT AVON TOWN HALL, AVON RECREATION CENTER, AVON ELEMENTARY AND AVON PUBLIC LIBRARY IF YOU HAVE ANY SPECIAL ACCOMMODATION NEEDS, PLEASE, IN ADVANCE OF THE MEETING, CALL TOWN PLANNER DAVID MCWILLIAMS AT 970-748-4023 OR EMAIL CMCWILLIAMS@AVON.ORG WITH ANY SPECIAL REQUESTS. TO: Planning and Zoning Commission n FROM: David McWilliams, AICP, Town Planner Avon RE: MJR21007 Major Development Plan & AEC21006 Alternative Equivalent Compliance PUBLIC HEARING 36460 Highway 6 C o `° H A ° o DATE: September 2, 2021 INTRODUCTION: This Staff report contains two applications ("Application") for consideration by the Planning and Zoning Commission ("PZC"), a Major Development Plan ("MJR") with Design Review for a condominium and townhome development and Alternative Equivalent Compliance ("AEC") for deviation from landscaping and building separation standards. The PZC is encouraged to review the phases, described below, independently for conformance to Avon Development Code ("ADC"). After conducting a public hearing, action should be taken on the AEC first, followed by the MJR. In September 2018, a development plan for an 81 -unit condominium building was approved for the property. Staff accepted a grading and excavation permit in that same year, which has since expired. The development plan has also expired, and the new plans present a phased project with added density, between a condominium building and townhomes. Application Type: Major Development Plan Property Address: 36460 Highway 6 Property Zoning: Residential High Density ("RH") with Short Term Rental Overlay ("STRO"); Open Space, Landscaping and Drainage ("OLD") Property Size: 21.52 Acres Applicant: Peak 8 Properties, LLC c/o Graham Frank Owner: One Beaver Creek, LLC MAJOR DEVELOPMENT PLAN REQUEST: Rachel Hill with TAB and Associates, representing Peak 8 Properties, LLC, ("Applicant") proposes the development of a 75 -unit condominium building, nine (9) townhomes, and supporting amenities as outlined in the Project Narrative (Attachment A). The Application proposes development on the lower 4.22 acres of the property, zoned RH, with the remaining OS portion left undisturbed except for a path to the top of the property. The RH zone district allows a density up to 20 units per acre (* 4.22 acres), for a total of 84 available units. Phase 1A: the western 2/3 of the condominium building Phase 1 B: the eastern townhomes Phase 2A: the remaining 30 condominium units on the east of the condominium building Phase 213: the remaining 3 townhome units AEC REQUEST: The companion AEC application includes two design standard alternatives: 1. ADC Table 7.2-6: 5,000 sq. ft. Maximum Irrigated Area exceedance (Attachment B); and 2. ADC Sec. 7.28.080(4)(2) 15' Minimum Residential Building Separation (Attachment C). Page 1 of 12 STAFF RECOMMENDATION: I recommend PZC approve the AEC and MJR applications with conditions. AEC21006 MOTION: `7 move to approve Case #AEC21006, an application for Alternative Equivalent Compliance for exceeding maximum irrigated area to 13, 000 and diminishing building separation to eight (8) based upon the Findings of Fact as set forth in David McWilliams' Staff Report dated September 2, 2021." Findings: 1. The Application was reviewed pursuant §7.16.120 Alternative Equivalent Compliance, and the Application is complete with sufficient information to allow PZC to determine that it complies with the relevant Review Criteria; 2. The Alternative Equivalent Compliance achieves the intent of the site design standards to the same or better degree than the subject standard because: a) The irrigated area accommodates the compliance of other Avon Development Code provisions, and b) The diminished building separation maximizes an area for a trail and compliments the comparatively larger condominium design; 3. The Alternative Equivalent Compliance achieves the goals and policies of the Avon Comprehensive Plan, including Goal C.2, Policy C.2.1, Policy C.2.2, Policy C.2.3, Policy C.2.4, Policy C.2.5; and 4. The Alternative Equivalent Compliance results in benefits to the community that are equivalent to compliance with the design standards in the Avon Development Code. MJR21007 MOTION: `I move to approve Case #MJR21007, an application for Major Design and Development Plan based upon the Findings of Fact and conditions as set forth in David McWilliams' Staff Report dated September 2, 2021." Findings: 1. The Application was reviewed pursuant to §7.16.080(0, Development Plan, §7.16.090(0, Design Review. The design meets the development and design standards established in the Avon Development Code; 2. The Application is complete; 3. The Application provides sufficient information to allow the PZC to determine that the Application complies with the relevant Review Criteria; 4. The Application complies with the goals and policies of the Avon Comprehensive Plan; 5. The demand for public services or infrastructure exceeding current capacity is mitigated by the Application; and 6. The design relates the development to the character of the surrounding community. Conditions: 1. An on-site mockup will be reviewed and approved by PZC before completion of framing. The scale and design of the mockup shall be pre -approved by the Planning Director before framing; 2. An ILC is required and foundation and framing to ensure compliance with maximum building height; Page 2 of 12 3. Development Agreement Amendments must be approved by Town Council prior to any construction permits; 4. Lighting changes are required for compliance with Dark Sky standards, including: a) AL1 spot fixtures and SUI in -ground luminaires must be aimed at landscaping and building forms and not project above or away from the property, and b) SB2 bollards must utilize forward throw instead of symmetrical 360 degrees along townhome elevated driveway area; 5. Employee Housing Mitigation Plan and Deed Restriction (rental or for sale, or both) must be approved by Town Council prior to any construction permits; 6. Development approval is valid for two (2) years per Development Code. If any phase does not commence within two (2) years, an extension to development plan approval must be granted unless otherwise addressed in the Development Agreement; 7. The Application requires dedication of a public access easement for the portion of the pedestrian path adjacent to Highway 6 that is on the Applicant's property; and 8. The sidewalk shall be extended to the far eastern side of the property. AVAILABLE ACTIONS: 1. Approval as submitted. 2. Approval with findings conditions recommended by staff, OR modified findings and conditions. 3. Denial of AEC and Major Development Plan. 4. Denial of AEC application, and continuance of Major Development Plan. 5. With the applicant's consent, continue the public hearing for a period not to exceed ninety-five (95) days form the initial (September 7, 2021) public hearing. hLJ SUMMARY: The final action for the Major Development Plan and Alternative Equivalent Compliance rests with PZC. The Town Council is required to take action on an amended Development Agreement, as well as the proposed Employee Housing Mitigation Plan. PUBLIC NOTICE: Notice of the public hearing was published in the August 27, 2021 edition of the Vail Daily in accordance with ADC Sec. 7.16.020(4). Mailed notice is not required for the Application. As of the date of this report, no written public comments have been received. The property was posted with "NOTICE — Public Meeting Regarding Development on this Property" signs on July 28, 2021. i J The property is 21.52 acres and is contiguous with the Ascent Condominiums to the west, United States Forest Page 3 of 12 Service to the South, and the Eagle -Vail community to the East. Approximately 1,050 lineal feet of the property fronts Highway 6 on the north boundary. The topography above the RH area rises dramatically into a forested mountainside. Previous site work presents the property with most of the excavation complete. Several soil -nail constructed retaining walls are in place, creating the majority of the developable area. The MJR application includes extending additional soil nail retaining walls to the eastern property line. Removal of dense forest and additional material export would be required to accommodate the Phase 1 B townhome portion of the development plan. Areal image of the site. ZONING The plan is in compliance with the underlying zoning (RH with STRO, and OLD,) for the property. According to Sec. 7.12.100, Employee Housing Mitigation, the condominium portion of the project is required to mitigate for 4.125 workers. This code section was not codified in 2018 during the previous development plan application. Number of units Workers Required per Unit Jobs Per Employee Required Mitigation .33 per unit 1.2 per employee .2 per worker generated 75 24.75 workers 20.625 jobs 4.125 workers Page 4 of 12 As proposed, the Employee Housing Mitigation Plan includes two (2), 2 -bedroom condominium units on the west side of Level 1. This meets the goals of the Employee Housing Mitigation chapter and is subject to Town Council review and approval. GENERAL DESIGN STANDARDS Lot Coverage, Setback and Easements: The plans require a future administrative subdivision application to split the developable portion of the lot with the open space zoned areas on the mountainside. It is unclear if the OS portion of the property will be deeded to the Town or remain in private hands. All analysis within this report is based upon the lot split, which roughly follows a line above the developable area adjacent to Highway 6. The Application complies with all lot coverage, setbacks, and easements. Building Height: The maximum building height permitted for this property is 60' and the design complies, at 59'6". Areal image of the site, roughly facing south, showing approximate zone district locations and the site's sloping topography. A subdivision application is required to split the red (RH) with the green (OLD) zone districts. Parking: ADC parking requirements were recently changed to require one (1) parking space per dwelling unit in the proposed condominium building, rather than two (2) parking spaces per condominium dwelling unit as previously required. The amendments to the ADC adopted by Ordinance No. 21-09 are effective on September 9, 2021, which is before final approval of the Application by PZC and related approvals by Council. In total, 106 parking spaces are required and 143 parking spaces are provided. PZC is advised that the incoming language should be applied; therefore the Application is compliant with ADC. Page 5 of 12 REQUIRED CONDOS 1. PER UNIT+ 10 GUESTS =85 TOWNHOMES 2 PER DU + 3 GUESTS = 21 PROVIDED CONDOS - 125 PARKING SPACES TOWNHOMES- 18 TOTAL PARKING SPACES 143 TOTAL PARKING SPACES Parking for the townhome portion is split between spaces adjacent to the townhomes and spaces within the parking structure. The spaces will be managed to accommodate the required townhome spaces within the structure. Further, tandem spaces are proposed within the structure, and also require careful management to achieve their purpose. These spaces will be assigned, with owners in direct contact to avoid most issues. Landscaping: The Application includes landscaping to screen the visible portions of the retaining wall and connects the upslope spruce/ fir/ aspen forest to the riparian corridor of the Eagle River through native vegetation. Due to the north facing aspect of the site, a majority of the site requires shade -tolerant species that require irrigation. The minimum landscaped area required for the RH zone district is 20% of the property, and according to the Town's landscaping standards the maximum irrigated area is 20% of the landscaped area, up to 5,000 square feet of irrigated area. The plans generally comply with the Landscaping standards in the ADC. The irrigation plan exceeds the allowance of 5,000 square feet and is proposed at 13,000 square feet through the AEC application, below. Temporary irrigation areas will be removed after root structures are well established. Because landscaping is included on Colorado Department of Transportation property (US Highway 6 right of way) part of their approval includes those off-site improvements. Water Use: The overall water requirements for the development are governed in a development agreement with an agreed upon "water budget" based primarily on Single Family Equivalent ("SFE", which is proportionate to the size of the property being served) and outdoor consumptive use (for irrigation, which does not flow back into the Eagle River). The water budget is an enforceable tool for the Town or Water District in the event water usage exceeds that which has been modeled. The Applicant is not proposing or requesting any increase in the amount of water usage. Compared to the currently approved development agreement, the Application proposes more SFE (3 additional units) which is offset by less outdoor consumptive use (originally 0.91 acres irrigated to currently proposed 0.30 acres). Because the original water budget exceeds the proposed needs, the Water District is comfortable leaving the budget unchanged and using their parcel -specific agreement as the updated enforcement mechanism. Building Design, Building Materials and Colors: ADC Sec. 7.28(c)(3)(i) states, "The use of high quality, durable building materials is required. Exterior walls shall be finished with materials used in a manner sympathetic to the scale and architectural style of the building". All colors are compliant with applicable regulations and are earth -tone. Materials are of high quality, durable, and reflect the Town's sub -alpine character with earth tone colors. An on-site mockup is a suggested condition of approval, prior to final approval of materials and colors. Roof Material and Pitch: The main body of the Phase 1A condominium building has a flat roof with applied 6:12 pitch to screen mechanical equipment and create the desired aesthetic. This building also includes Page 6 of 12 secondary 3:12 pitch metal roofing. The Phase 2B condominium is mostly 6:12, with secondary 3:12 portions. The townhomes include a varied combination of 3:12, 5:12, and 6:12, meeting the ADC design standards. Exterior Lighting: Lighting appears to meet dark sky compliance, with the following caveats: 1. AL1 spot fixtures and SU1 in -ground luminaires must be aimed at landscaping and building forms and not project above or away from the property, and 2. SB2 bollards must utilize forward throw instead of symmetrical 360 degrees along townhome elevated driveway area. The bollard fixtures, sconces, and step lights comply with Avon Building Code and the bollards match Town of Avon path lighting. Type AL1 Sidewalks and Crossings: The proposal includes a sidewalk, built to the bus stop currently adjacent to the property on US Highway 6. Staff suggests that an extension of the sidewalk to the edge of the property's right-of- way boundary is more appropriate. A mid -block crosswalk might be appropriate in this location. Subject to approvals from CDOT, the Applicant and Town's vision for walkability might align to achieve this project. Staff suggests a discussion relating to the matter during the public hearing. RESIDENTIAL & MULTI -FAMILY DESIGN STANDARDS General Standards: Building Separation: ADC Sec. 7.28.090(d)(2) states, "The minimum separation between residential buildings, including accessory buildings, is fifteen (15) feet. Architectural projections, such as decks, bay windows and roof overhangs, may project into the separation area, but may not encroach into required setbacks." The Application includes eight (8) foot separation between the townhomes. This standard is discussed more in the AEC section, below. Staff generally finds the proposed compact form functional and visually appropriate. Roofs: The general residential roofing standards require roofline modulation and varied roof forms. The fagades are articulated with relief and varied building materials. Additionally, the gabled roof forms break up the horizontal nature of the main roof elevation with some vertical relief and interest. Roof forms require a pitch of not less than four -to -twelve (4:12). The roof design is in over-all compliance, proposing mostly 6:12 roof pitches. ADC Sec. 7.28.090(d)(3)(i) allows for three -to -twelve (3:12) pitches for secondary forms if constructed with standing seam metal, as proposed. Materials and Colors: ADC Sec. 7.28.090(d)(4)(i) states, "Stone, stucco, wood siding, lap siding and exposed wood structural members are encouraged." All of the materials and colors are in conformance with ADC. Staff recommends that an on-site mockup for final endorsement be a condition of approval. Four-sided design: ADC Sec. 7.28.090(d)(5) states, "All sides of a residential building shall display a similar level of quality and architectural detailing. Architectural features and treatments shall not be restricted to a single facade." Staff is satisfied that the elevations have high quality detailing, thus complying with four-sided design regulations. The design of the structure and use of materials/ detailing provides distinction between different building elevations and achieves the four-sided design standard. PZC should focus on the east elevation of the Phase 1A condominium to determine if the intent of the four-sided guidelines is adequately achieved if the rest of the phasing does not occur. Page 7 of 12 Phase 1A east elevation. Site Layout: According to ADC Sec. 7.28.090(h)(1) multi -family buildings shall be oriented parallel to the public street, and buildings should be oriented around open spaces and gathering areas, and courtyard arrangements are encouraged. The building is oriented parallel to Highway 6 and internal open spaces and courtyard common areas are integrated in the design. The outdoor amenities areas between the structures and the rear retaining walls creates a unique and private experience for owners and guests. Patios and Balconies: Directly accessible patios are required for multi- family buildings. The balconies and patios are integral to the design; square footage of these spaces is included in the common area/per dwelling unit calculations as permitted by ADC Sec. 7.28.090(h)(2). The two employee units (Attachment D, sheet All 04) do not have balconies due to their location adjacent to the buildable area and a sloping wall. These units are well served by the condominium's amenities and have direct access to the exterior, via a stairway. Staff encourages a discussion as to the appropriateness of a small patio the base of the stairs to serve the units. Common Areas: The common area requirement is 400 square feet for each unit. This includes "landscaped courtyards or decks, front porches, gardens with pathways, children's play areas or other multi-purpose recreational and/or green spaces." (ADC Sec. 7.28.090(h)(3)). The Application demonstrates compliance through a combination of the decks and various common spaces. Refer to Sheet L2.0 of Attachment D for calculations. A small patio area near the western stairway could satisfy the ADC requirement. Building Design: This design section provides the most specific direction for multi -family building designs. ADC Sec. 7.28.090(h)(4) states: Page 8 of 12 Multi -family buildings shall be designed to provide human scale, interest and variety. Buildings shall consider changes in vertical and/or horizontal articulation, fenestration, building materials, architectural style, and/or roof design. The following techniques should be considered along all facades facing a street, common open space, and common parking areas: (i) Repeating distinctive window patterns. (ii) Emphasis of building entries through projecting or recessed forms, detail, color or materials. (iii) Variation of material, material modules, expressed joints and details, surface relief, color and texture to break up large building forms and walls surfaces. Such detailing could include sills, headers, belt courses, reveals and window bays. (iv) Variation in building form including, bay windows, shifts in massing or distinctive rooflines consisting of a cornice, banding, parapet wall, or other architectural termination. (v) Structural offsets from the principal plane of the fagade. The building contains all of the design "techniques" listed for multi -family construction. While the building is linear in nature, variations in materiality, detailing, windows, and massing provide human scale throughout the building elevations. The western portion of the north elevation (Phase 1A) offers visual interest. Residential Parking: All parking for the condominium is within the condominium parking structure. Townhome parking is either in garages for each unit or on the surface immediately adjacent to garages. MAJOR DEVELOPMENT PLAN & DESIGN REVIEW - REVIEW CRITERIA: § 7.16.080(f), Development Plan 1. Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; Staff Response: The Application generally complies with the applicable purposes outlined in the ADC, including Purpose statement (a) and (1). Purpose (a) states, "Divide the Town into zones, restricting and requiring therein the location, erection, construction, reconstruction, alteration and use of buildings, structures and land for trade, industry, residence and other specified uses; regulate the intensity of the use of lot areas; regulate and determine the area of open spaces surrounding such buildings; establish building lines and locations of buildings designed for specified Page 9 of 12 industrial, commercial, residential and other uses within such areas; establish standards to which buildings or structures shall conform; establish standards for use of areas adjoining such buildings or structures." Purpose (1) states, "Promote architectural design which is compatible, functional, practical and complimentary checking to Avon's sub -alpine environment". 2. The design conforms with the Avon Comprehensive Plan and other applicable, adopted plan documents; Staff Res once• The Avon Com rehensive Plan's V p Future Land Use Map ("FLUM") calls for "residential high density" along the frontage of Highway 6 as well as "open space" for the balance of the property. The property is located within the US Highway 6 Gateway Corridor, where entrances to the Beaver Creek roundabout are considered "community gateways". Planning Principles: Encourage and support development that: • Work with CDOT to enhance the U.S. Highway 6 right- of-way ight- ofway to provide a sense of arrival and departure for District 4 those traveling to and from Avon, and to strengthen Avon's overall community image and identity. • Screens ski area parking and other accessory uses. • Creates strong pedestrian connections to the Riverfront and Town Center Districts. • Minimizes cut areas and preserve areas of steep slopes. Buildings should be built into the hillside and stepped up with rising topography to reduce their dominance above U.S. Highway 6. • Shares property access when appropriate. • Preserves access to the Eagle River. 3. Consistency with any previously approved and not revoked subdivision plat, planned development, or any other precedent plan or land use approval for the property as applicable; Staff Response: The property does not conflict with any previous plats. The previous Major Development Plan approval has lapsed and is expired. 4. Compliance with all applicable development and design standards set forth in this Code, including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations, and Chapter 7.28, Development Standards; and Staff Response: Compliance with the applicable development standards has been documented in the report. The AEC process (below) is applied to the landscape area and building separation alternatives. Conformity with the Outdoor Lighting Ordinance is documented in the narrative, plans, and lighting cut sheets, subject to the suggested condition of approval. The path lighting will match the Town Standards. 5. That the development can be adequately served by city services including but not Page 10 of 12 limited to roads, water, wastewater, fire protection, and emergency medical services. Staff Response: The development can be adequately served by city services. The Applicant has worked with the Fire District to facilitate a successful fire protection plan, including a control panel near the fire truck staging area in the front of the building. Roadway improvements have been coordinated with the Colorado Department of Transportation, as the applicable permitting authority. Water rights are under the purview of the Upper Eagle River Water Authority and are required prior to any building permits for the project. 6. The development design relates to and conforms with the character of the surrounding community; or, where redevelopment is anticipated, relates to the character of Avon as a whole. Staff Response: The design of the buildings is compatible with the most immediate development, including: Ascent, Basecamp, Eaglebend III. The use of high-quality materials and structured parking is a benefit to this design plan as it relates to the Town as a whole. ALTERNATIVE EQUIVALENT COMPLIANCE: § 7.16.120, Alternative Equivalent Compliance Alternative equivalent compliance is a procedure that allows development to meet the intent of the design - related provisions of the code through an alternative design. It is not a general waiver or weakening of regulations; rather, this application procedure permits a site-specific plan that is equal to or better than the strict application of a design standard specified in the Development Code. This procedure is not intended as a substitute for a variance or administrative modification or a vehicle for relief from standards in this Chapter. Alternative compliance shall apply only to the specific site for which it is requested and does not establish a precedent for assured approval of other requests. 1. The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; Staff Response: The intent of the maximum irrigated area provision of code is to limit properties from overuse of water. Because of this site's lengthy street frontage and overall size, the provision of ADC requirements including Landscape Units, street -buffering landscaping and common area elements are achieved through irrigation that exceeds the required ADC maximum. The locations and quantity of landscaping area are appropriate due to this condition. The intent of the 15 -foot minimum residential building separation is to provide for air, light and landscaping between buildings, thus softening the built environment. For this site, the compact spacing of the eastern townhomes allows for a trailhead and compliments the comparatively larger condominium design. 2. The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; Staff Response: The property is located within the Avon Comprehensive Plan's `US Highway 6 Gateway Corridor', which includes a "community gateway' near the Beaver Creek roundabout. The AEC application responds to the planning principles that seek to enhance the US Highway 6 right-of-way to strengthen Avon's overall community image. Staff is supportive of the Avon Comprehensive Plan goals and policies cited in the Applicant's written narrative, (Attachment B) which are also incorporated into Staff's recommended findings, above. 3. The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and Staff Response: By increasing irrigated area above the allowed maximum, the alternative achieves other ADC requirements, including Landscape Units (including many shade -tolerant plants that must be irrigated at higher Page 11 of 12 levels than other plants), street -buffering landscaping and common area elements, thus benefiting the community. The alternative building siting benefits the community by providing trail access, and is architecturally equivalent due to the relatively larger massing of the adjacent condominium building. 4. The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this Title. Staff Response: The alternatives are located within a long linear site and the impacts are mitigated by its scale and relative distance from other structures. The proposed alternative design to allow increased irrigated area and closer spacing of townhomes will enhance the appearance of this development and the appearance of this project as a gateway to Avon along US Highway 6. ATTACHMENTS: A. Project Narrative B. AEC for Irrigation C. AEC for Separation D. Plan Drawing Set E. Outside Agency Referral Comments Thank you, David McWilliams 970-749-4023 / cmcwilliams(oavon.orq Page 12 of 12 TAB Associates, Inc. The Architectural Balance 0056 Edwards Village Boulevard Suite 210, Edwards, Colorado 81632 (970) 766-1470 (970) 766-1471 fax www.tabassociates.com tab@vail.net July 16, 2021 Planning and Zoning Commission Town of Avon 100 Mikaela Way Avon, CO 81620 Re: Beaver Creek Mountainside Condominiums + Townhomes Project Introduction and Information: Owner: Pinetree Financial Partners, LLC 155 Madison Street Denver, CO 80206 Andy Shopneck 303-399-3102 Project Site Attachment A Applicant: Peak 8 Properties, LLC PO Box 6879 Breckenridge, CO 80424 Graham Frank 303-517-0419 The development, previously identified as the Folsom project, is located within the Town of Avon at 38460 Highway 6. This prime, 21.52 -acre site is contiguous to the Ascent Development located directly east of the Beaver Creek roundabout. Peak 8 Properties has acquired the rights to the property as well as all project design work developed to date. The explicit intent of the Owner is to build upon the inspiration already intrinsic to the building's design concept while also introducing thoughtful aesthetic and functional enhancements. The parcel's topography rises steeply from the relatively flat northern portion of the project site. We have concentrated the development on the lower, flatter section of the site thereby preserving the steep, lushly forested existing slope. There are approximately 4.2 acres of developable area. 2.9 acres of that total is located along the Highway 6 site frontage. Additionally, there is a 1 -acre developable parcel bordering the east property line. The balance of developable land is dispersed across the site. Geological items of interest on the project site include an abandoned irrigation ditch (Fleck Ditch), gypsum cliffs, an old road cut plus a view bench above Eagle -Vail on the east side of the property. Above this lower bench the property is heavily forested primarily by evergreen trees with some aspen stands interspersed. To the west is the neighboring Ascent Condominiums development with its 46 units and town -owned open space. The project site is zoned Residential High Density with a Short -Term Rental overlay, as well as open Space for the steeper upper portions of the property. To the immediate north of the property is Attachment A Highway 6. The east property line is adjacent to the Eagle -Vail open space while the south property line abuts the White River National Forest. Project Peak 8 Properties is intending to erect a high-quality residential community within the Town of Avon. This project will consist of a 73 -unit condominium building offering a mix of 2, 3 and 4 -bedroom inventory plus 9 four-bedroom townhomes clustered along the eastern edge of the project site. In addition, two 2 -bedroom employee units are being provided. This total of 84 living units matches the allowable density per the site's buildable acreage of 4.22. Primary access is from a single point of entry along Highway 6 located at approximately the center of the condominium building. The main entrance will provide for vehicle as well as pedestrian access. Garage height clearance accommodates "Sprinter" type vans with appropriate turning radius provided under the structure. Emergency vehicle and delivery parking is located east of the main entry. This parking has been expanded to allow for two vehicles to park here, ensuring the emergency vehicle access will not be blocked by a delivery vehicle. We have reviewed emergency access with the local Fire Department; their initial approval has been provided. We are additionally proposing an access on the west corner of the condominium building adjacent to the Ascent through an existing easement along the property line for access to Peak 8 Properties' property. This access will be utilized exclusively for trash pickup and occasional building deliveries. An emergency access off of Highway 6 is located on the east end of the project site to allow for quick responses to the townhome units located to that end of the site. Pedestrian access is provided at three locations along Highway 6 plus the potential for a future pedestrian access across Highway 6. The site rises from Highway 6 to the south. We have situated the condominium building along the front setback, as allowed in this zone, with covered parking built into the hillside. This configuration provides a walk -out condition along the southern hillside for Level 2, the first floor of units. The project will offer several amenities within the condominium building structure for Owner usage potentially including a coffee/cafe sitting room, communal space, ski storage, bike storage, bike & car wash area and generous exercise room all interspersed with various reading/seating options. A revitalized hiking trial is also contemplated. This trail will reward hikers with amazing panoramic views of Avon from the natural lookout point located high within the preserved forested area of the site. The condominium building offers 3 distinct outdoor living spaces — two on the south side of the building including aquatics features and one on the north side of the building providing Owners' access to trellised patios. The 9 -unit townhome cluster also includes a separate outdoor living space with communal hot tub. The project is envisioned to be constructed in 2 two-part phases. Phase 1A of the project includes the western two thirds of the condominium building and consists of 1A units with all required parking for this phase located below the building. Phase 1A also includes the construction of the outdoor living and aquatic spaces associated with the condominium building. Phase 1B consists of the construction of the 6 Beaver Creek Mountainside Condominiums + Townhomes Project No. 2132 July 16, 2021 Page - 2 Attachment A eastern most townhome units (2 triplex buildings) as well as the townhome outdoor living space. Phase 2A includes the construction of the remaining 30 condominium units with the final third of the condominium building. The final cluster of 3 townhome units constitutes Phase 2B. Exterior Design The Owner is insistent on the Beaver Creek Mountainside Condominiums + Townhomes projecting a timeless mountain design aesthetic inspired by, and in keeping with, the newer high-end residential developments introduced throughout the Town of Avon. Dormers, shed roofs, expressed timber structure and stone foundations will integrate the project into the existing vocabulary of luxury structures now defining Beaver Creek and Avon. We have relied extensively on contemporary exterior materials which continue to define the architectural direction of Avon. Exterior materials also include a judicious blending of limestone, corrugated metal siding, cementitious siding and panelized wood rainscreens. This condominium and the townhome buildings express a similar exterior material palette yet each component offers its own unique expression. The exterior materials have been blended in differing patterns in order to create individual characteristics for both components while the architectural detailing harmoniously joins the two product offerings into a cohesive statement appropriate for the site and its prominent location within the Town of Avon. Team Peak 8 Properties has engaged many of the original team members from the TAB Associates, Inc team. In addition, DTJ Design of Boulder has joined the team to help complete the revisions to the main condominium building and to design the townhomes. Peak 8 Properties has the intention of completing the project in a phased construction sequence beginning as soon as Fall 2021. The construction would begin with the current state of the project site, completing the currently installed site retaining walls, grading, and utilities. The existing site retaining walls are aging well and show little to no damage as they stand. The completion of the site retaining walls would include providing a veneer finish on all exposed walls and landscaping along these areas to provide visual screening from the public way. The underground utilities and site work includes completing the project sites grading and removing the completing the in -progress grade export. Peak 8 is aiming to being foundations as soon as Spring 2022. The Owner and Project Team are excited to see the project advance and come to life as this process progresses! Beaver Creek Mountainside Condominiums + Townhomes Project No. 2132 July 16, 2021 Page - 3 TAB Associates, Inc. The Architectural Balance 0056 Edwards Village Boulevard Suite 210, Edwards, Colorado 81632 (970) 766-1470 (970) 766-1471 fax www.tabassociates.com tab@vail.net July 16, 2021 Matt Pielsticker, Planner Planning and Zoning Commission Town of Avon 100 Mikaela Way Avon, CO 81620 Re: Beaver Creek Mountainside Condominiums + Townhomes Attachment B This letter outlines the Beaver Creek Mountainside Condominiums + Townhomes Alternative Equivalent Compliance (AEC) Application regarding landscape improvements and irrigation for the property. This AEC application seeks approval for the revised landscape design which addresses the landscape - related comments included in the Pre -Application Summary dated 07/09/2021. Specifically, this application seeks approval for an increased permanent irrigation square footage. Summary, Comments, and Determinations from the Pre -Application Summary on 07/09/2021: The maximum irrigated area exceeds 5,000 sq. ft. in area (Table 7.28-6, Maximum Irrigated Area by Zoning District). Proposed Deviation: The applicant is requesting a deviation from the maximum 5,000 square feet (SF) allowance of permanently irrigated landscape area. The requested amount of permanently irrigated area is an allowance up to 13,000 SF total. The enclosed drawings and water -use table outline a permanently irrigated area of 12,858 SF; however, the applicant is requesting 13,000 SF to allow for slight deviations in designed areas as the project is implemented. The area of temporary irrigation shown in 22,845 SF; this refers to landscapes areas that will be temporarily irrigated for a period of approximately 2 years, or until the plants in these areas (trees and native grasses) are established (meaning, the root system is established enough to utilize groundwater, and the plants do not require supplemental irrigation). The following sections of this AEC application outline the specific reasons this deviation in permanent irrigation area is being requested, and the ways in which the applicant feels the increased irrigation area allowance will support the Avon Comprehensive Plan. Specific Reasons and Justification for the AEC: • The code allowance of a maximum 5,000 SF of permanent irrigation does not allow for an adequate amount of shrub/ perennial plant beds to meet the landscape unit requirements, or to Attachment B adequately provide an appropriate level of finish for the property that results in an attractive and well-maintained property that complements and enhances the Highway 6 corridor. • The code allowance of a maximum of 5,000 SF of permanent irrigation will not adequately support a landscape along the highway 6 frontage that meets the goals of the town of Avon's Comprehensive Plan. • Drought tolerant, native shrub and perennial beds require irrigation. • The landscape area on the north side of the building will be shadow the majority of the day, and will therefore require partial shade tolerant plants, which commonly require irrigation. • The deviation request to allow up to 13,000 SF of permanently irrigated area represents 1.5% of the Lot Area (914,760 SF), and less than 8% of the developable lot area. The applicant feels that this maintains a very low percentage of the property to be irrigated, and thus meets the Town's goal to achieve water conservation and the implementation of water -wise, drought- tolerant landscapes. Response to Mandatory Review Criteria in 7.16.120(d): (d) Review Criteria. The review authority shall use the following review criteria as the basis for a decision on an application for alterative equivalent compliance: 1. The proposed alternative achieved the intent of the subject design or development standard to the some or better degree than the subject standard, a. Applicant's response: The increased allowance of permanently irrigated landscape area being requested will allow the property to be landscaped with drought -tolerant shrubs, trees and perennials to an appropriate extent that is more proportional to the size of the property (area of lot 914,760 SF). The applicant believes that the code allowance of maximum 5,000 SF of permanently irrigated areas will not allow the property to meet the number of landscape units required, based on property size. The deviation request to allow up to 13,000 SF of permanently irrigate area represents 1.5% of the Lot Area (914,760 SF), and less than 8% of the developable lot area. The applicant feels that this maintains a very low percentage of the property to be irrigated, and thus meets the Town's goal to achieve water conservation and the implementation of water -wise, drought -tolerant landscapes. 2. The proposed alternative achieved the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; a. Applicant's response: The moderate increase in permanently irrigated landscape area will allow for the implementation of a drought -tolerant landscape that is proportional to the scale of the building and property, and meets Avon's vision and values described in the Beaver Creek Mountainside Condominiums + Townhomes Project No. 2132 July 16, 2021 Page - 2 Attachment B Comprehensive Plan. Specifically, it allows the landscape design to respect the natural environment by visually connecting the property to both the upslope Spruce/ Fir/ Aspen forest and the riparian corridor of the Eagle River. Native introduced plants will provide a habitat link for local fauna and minimize water -use in permanently irrigated areas. These landscape improvements will make a significant contribution to the Town's distinctive built form and sense of place and character, as emphasized in the Comp Plan. The additional irrigated areas are primarily located along the public -facing North side of the property and will help beautify the building frontage and pedestrian experience along this frontage and adjacent bus stop. The improved landscape treatment that will result from the additional irrigation allowance will directly support Comp Plan — Built Form Goal A.2: Maintain a distinct physical and visual separation between Avon and its surrounding communities that preserves the natural beauty of the surrounding mountains and the Eagle River valley. And the additional irrigated area will support a drought -tolerant landscape that meets the goals of Community Character, including the following: • Goal C.2: Create community gateways and streetscapes that reflect and strengthen Avon's unique character and image. • Policy C.2.1: Beautify the town with landscaping and public art. • Policy C.2.2: Design and maintain streets and walkways as safe, inviting, and pedestrian/bicycle friendly public spaces. • Policy C.2.3: reinforce community gateways along major roadway corridors that strengthen Avon's community identity. • Policy C.2.4: Encourage landscaping and building locations that enhance neighborhood views and view corridors. • Policy C.2.5: Work with other entities to improve the streetscape along U.S. Highway 6 and lessen visual and noise impacts from 1-70 and Highway 6 while preserving important views in Avon. The increased irrigation allowance will support the implantation of indigenous trees and shrubs along the project's public frontage along Highway 6. District 2: Riverfront District Plant in indigenous trees and shrubs to screen existing large residential buildings along U.S. Highway 6 and provide landforms and landscaping between residences and U.S. highways 6. 3. The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; a. Applicant's response: The increased amount of permanent irrigation area requested will support an improved Beaver Creek Mountainside Condominiums + Townhomes Project No. 2132 July 16, 2021 Page - 3 Attachment B landscape character along the property frontage, and thereby benefit the Avon community by visually improving the Highway 6 transportation corridor. Increasing the scenic beauty of the area and visual continuity with the upslope Spruce/ Fir/ Aspen forest and Eagle River riparian corridor. 4. The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this ordinance. a. Applicant's response: The proposed alternative supports an improved landscape character that will benefit the neighboring properties, specifically the Ascent to the West by supporting additional plant screening between the two buildings. Beaver Creek Mountainside Condominiums + Townhomes Project No. 2132 July 16, 2021 Page - 4 � a ° s Know what's below. Call before you dig. CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. / 1■ HvdroSvstems Irrigation Consulting & Water Management 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com 0' 7.5' 15' 30' SCALE: 1" = 30' 6 Attachment B A 0 ■ cl DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Revisions: No Description Date Issue Dates: 07/16/2021 Sheet Title: IRRIGATION DIAGRAM Project No: 1722 Sheet No: IR1 A o' • 6 EVERGREEN TREES PREVIOUSLY REMOVED TYP. PHASE 1A: CONDOMINIUMS / g C z LEGEND — — PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH CDAPPROXIMATE EDGE OF EXISTING TREES TO REMAIN APPROXIMATE EDGE OF TREES REMOVED PREVIOUSLY APPROXIMATE EDGE OF EXISTING TREES TO REMOVE +vw- _ EVERGREEN TREES TO BE REMOVED i�� DECIDUOUS TREES TO BE REMOVED //j' �= TREES TO REMAIN EVERGREEN \ TRE PREVI USLY REMOVED TYP. \ ♦ \ \\ —r EXISTING MASS OF TREES PREVIOUSLY REMOVED. � \< A� DECIDUOUS ♦� \ TREE PREVIOUSLY REMOVE AW \ \ PHASE 2A. CONDOMINIUMS \\ o 777 At \ \ \ V A�A \ \ \ V A A ° / ♦�A VA�A� • \ \ v v � � � � � � � \ \ � � v � '\ ♦ D UOUS TR O � BE RE ED (TYP.) 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SEE L3 SERIES FOR PLANTING LAYOUT SHEETS CONCRETE EGRESS STAIRS; RE: CIVIL DRAWINGS BIKE PARKING AT PEDESTRIAN ENTRY; RE: CIVIL DRAWINGS, 6 STALLS ROOFTOP RAILING; (�: ARCH. DRAWINGS BIKE PARKING ♦ ♦ AT PEDESTRIAN ENTRY; RE: CIVIL DRAWINGS, 6 STALLS EDGE OF FOUNDATION s WALL TYP. '°a> ♦ ♦ (DASHED LINE) EMERGENCY/DELIVERY VEHICLE STAGING AREA; �V A ♦ VEHICULAR RATED PRECAST CONCRETE PAVERS TEMPORARY PHASE ONE GRAVEL //7 6 � LO�B"OULPER .` i -- -� S ATWALL 24" MAX HEIGHT / BUT -1N SEATING `\ • ♦ ` ` PRECAST CO ETE PAVER P 10 TYP. \ PHASE 1A: CONDOMINIUMSZ ~ \ i A EXISTING CONTOURS IrA STONE VENEER RETAINING WALL BOULDER RETAINING WALLS - POURED IN PLACE CONCRETE I . ■ PRECAST PAVERS: PAVESTONE CITYLOCK GREY STONE PAVING %A I LOCAL MIX FLAGSTONE PAVING DESIGN TEMPORARY PHASE ONE GRAVEL SNOWMELT PAVING AREA; POOL AND SPA AREA = 4,558 SF WEST PLAZA AREA = 1,541 SF TOWNHOME SPA AREA = 160 SF TOWNHOME ACCESS ROAD AREA = 1,007 SF 0co� / o % �T POOL FENCE & KEY AD - o ��♦ \V O v, < ACCESS GATE (TY .) OR --- R OVERH TYP. < pw UNITS IN PO LlEA As IN 0 0 0 0 0 0 O SITE -FE -NCE W/ GATE SITE FURNISHING; (TYP.) RAISE NE CU TYP. 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SEE L3 SERIES FOR PLANTING LAYOUT SHEETS i PREFAB. METAL BENCH TYP. PHASE 1A: CONDOMINIUMS V� STONE SLAB STEPS �BIKE PARKING AT PEDESTRIAN ENTRY- \ \ p\ RE: CIVIL DRAWINGS, 6 STALLS LOW BOULDER RETAINING WALL SNOW STORAGE PHASE 2A: CONDOMINIUMS 44y y v V �A�o --- \ PRECAST CONCRETE PAVER BALCONY/PATIO WITH 42" FENCE, \ - Ic'C TYP.SEE ARCHITECTURE PLANS \ J -----GRAVEL ` GRAVEL PER17VE-TER BORDER TYP. \ moo\ \ Co PHASE 2B:TOWNHOMES / vvv�Avv�vvvv� 7-5-50v� vvv vvv\ \ \ v \\\v \ v— VA SINGLE TRACK PRIVATEV HIKING TRAIL--- -PROPERTY RAIL\,PROPERTY LINE \ \ \ 5 \ \ \ \ \ \ \ \\ \ \ PHASE 1B: TOWNHOMES �� 7480 BUILDING SETBACK LINE 490 ` •PRECAST CONCRETE",� \ \ \ \ \ \ \ PAVERS TYP. \\ \\ \ \ \ \ \ \ \ RAISED STONE VENEER \ \ \ \ \ \ SEAT/PLANTER WALLS TYP. \ \ \ � � \ \ \ \ \ � � PHASE 113: TOWNHOMES \\\ \\ \\ \ \ SITE FURNISHINGS TYP. XX 7540— — \ \ \\—::7550 — — -- \\ \ \\ \ \\ \\\ \\\\\ \ \ \ \ \ EXISTING CONTOURS STONE VENEER RETAINING WALL BOULDER RETAINING WALLS POURED IN PLACE CONCRETE PRECAST PAVERS: PAVESTONE CITYLOCK GREY STONE PAVING LOCAL MIX FLAGSTONE PAVING ■ DESIGN AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal zJ Issue Dates: 07/16/2021 Sheet Title: PHASE 2A & 213 MATERIALS PLAN Project No: 1722 Sheet No: Ll I LANDSCAPE COMMON SPACE AREA = 42,634 SF PATIO COMMON SPACE AREA = 135931 SF TOTAL COMMON SPACE AREA = 565565 SF TOTAL NUMBER OF DWELLING UNITS = 84 UNITS 561565 SF / 84 = 673 SF LANDSCAPED COMMON SPACE PER DWELLING UNIT TOWN OF AVON REQUIRES 400 SF MINIMUM OF COMMON SPACE PER DWELLING UNIT *PATIO COMMON SPACE AREA CALCULATED BASED ON ARCHITECTURE PLANS, SEE ARCHITECTURE SHEETS FOR PATIO SPACE AREA* A a cl DESIGN ■ TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: 07/16/2021 Sheet Title: COMMON OUTDOOR SPACE DIAGRAM Project No: 1722 Sheet No: L2.0 X m q 1Z pyo 1 i gs IMON ;;;;`m FRoN �GFMF �0 00 +++ + 4 -*.. 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TOWNHOMES \\V A\ \\ ++ — \ \ \\ \ \ 1 1++ — — — \ \\ \ \ \\ 7550 \ �— 756=— �_— �A\ PROPERTY LINE SHEET ENLARGEMENT MATCHLINES SETBACKS ■ cit DESIGN AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal zi Issue Dates: 07/16/2021 Sheet Title: SHEET REFERENC PLAN Project No: 1722 Sheet No: L11 ■ 0 I • D TAB Associates, Inc. The Architectural Balance 0056 Edwards Village Boulevard Suite 210, Edwards, Colorado 81632 (970) 766-1470 (970) 766-1471 fax www.tabassociates.com tab@vail.net July 16, 2021 Matt Pielsticker, Planner Planning and Zoning Commission Town of Avon 100 Mikaela Way Avon, CO 81620 Re: Beaver Creek Mountainside Condominiums + Townhomes Attachment C This letter outlines the Beaver Creek Mountainside Condominiums + Townhomes Alternative Equivalent Compliance (AEC) Application regarding residential building separation requirements for the property. This AEC application seeks approval for the revised landscape design which addresses the landscape - related comments included in the Pre -Application Summary dated 07/09/2021. Specifically, this application seeks approval for a reduction in the residential building separation requirement at the Townhomes. Summary, Comments, and Determinations from the Pre -Application Summary on 07/09/2021: Building separation (Sec. 7.28.090(d)(2), building separation requires fifteen (15) feet of separation between residential buildings. Proposed Deviation: The applicant is requesting a deviation from the minimum required separation between residential buildings. The current required minimum per the Town of Avon development code is fifteen feet, the applicant is asking to reduce this to 8 feet. The deviation allows for creating a tighter developed area of the building forms with larger areas for outdoor living and green space to help mitigate the visual presence of the Townhomes. This deviation also allows for the integration of the trail system into the project site and amenities. This deviation is also allowed per the adopted building code with the use of fire-resistant building materials, the use of these materials will help to reduce the wildfire risk. Specific Reasons and Justification for the AEC: • Deviating from the minimum separation distance of 15 feet between residential buildings allows for a denser development and more area for open space and green areas. Creating area for landscaping to visually mitigate the townhomes into the surrounding project site. • The deviation from the minimum required separation between residential buildings allows for the incorporation of a trail system at the base of the residential developments that allows the Attachment C community access to the preserved open space land directly behind the proposed development. Access to this space for the community is currently blocked off or accessed unsafely, by moving the townhomes closer together to allow for the trail system to begin allows for a safer and established exit to this space. • This deviation for reducing the minimum required separation between residential buildings from 15 feet to 8 feet will incorporate the use of fire-resistant building materials to be incorporated into the exterior building design. The incorporation of these exterior building materials will serve a dual purpose to help reduce potential risks from wildfire from the adjacent open space as well a from building to building. Response to Mandatory Review Criteria in 7.16.120(d): (d) Review Criteria. The review authority shall use the following review criteria as the basis for a decision on an application for alternative equivalent compliance: The proposed alternative achieves the intent of the subject design or development standard to the some or better degree than the subject standard; and 2. The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; and 3. The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and Applicant Response: The deviation from the minimum required separation between residential buildings allows for the incorporation of a trail system at the base of the residential developments that allows the community access to the preserved open space land directly behind the proposed development. Access to this space for the community is currently blocked off or accessed unsafely, by moving the townhomes closer together to allow for the trail system to begin allows for a safer and established exit to this space. The reduction in the minimum required separation distance allows for a variation is building types on the project site allowing for a variation is housing opportunities for the project site and local community. 4. The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this ordinance. Applicant Response: The reduction in the minimum required separation distance allows for a variation is building types on the project site allowing for a variation is housing opportunities for the project site and local community. This variation in building types also allows for a dispersity in building scale and types better integrating the project into the surrounding community as a whole with the existing surrounding residential buildings. Beaver Creek Mountainside Condominiums + Townhomes Project No. 2132 July 16, 2021 Page - 2 N L U c� Q- N a� 70 7 M U 70 C O U ry U N U r) U ca Q L D U LO 0 CO v N O N 0. 1470 7508'- 5 1/4" LO •,,5'-5 1/4" '501'- 7 1/8" LO 41'-71/8"— \ v \ J \ V v — —v 7516'-3" y — \ \ 56'-3"— \ ., 7519'- 5 1/2" � _- + 7517'-11" _ 55'-5 1/2" \ _VA \ v / \ _ % v — 7517 - 11" \ \ \ 7517'-11 _ \ \ V\ 7520'- 11 1/4"— V A \ A \ \ 45'-11" 7517'- 11" 7520' - 11" 48'-11 1/4' \ 49'-11 52'-11" 7519'-5" V A 47'-5" 7519' - 11" \ 43 11" A7519' - 11 r - 11 1/4" — 752 11'- 5. 7519' 7519 45-11 4 48'-11-5" \ — 7519' -Ill" --- 33'-1 519' Ill"�7460 \ — 1 11 1/4" 7520' 10" \ ► v = A V V \ 35'-11 1/4" 7520'- 3" 7520'- 9" V A \ V \ 54'-3',� vv y v v v y 752__ \ V \ — \ \ \ \ \\ v \ � 7520- 9 4 �\ 7524'- 1 1/4" �• _ V 1/4"-- 7524'- 7 3/4" 7524'- 8 1/4" 48'-7 3/4" v _ ■ • r44'-81/4" }5 — 4 A\ \ \ \ VA \ Fly #imob ` low UF �. \ \ V \ \MElin_ ' _7520 � - 8= \ —7521' - 0 3/4" 42'--q" \33'-0 3/4" \ V A`\ \\ \ �' \ Vtx \j _ �� �� �� ��� � �� , �A\\ \\\\VA VA\V � � � � \ � , ' _vvvv v � � v � •. \ r v A v on, v v vvvv v v — 7524'-2 /2" 16-2 1/2" \\�� vv-vvvvv _ o - _ � 73:0 GO A\v- i 77 40- y- _— _ �yvvvv__y� 5�V\ \\\\\ \\ Vy yt�€tf� 1 0 �$D 777D \\\\\\ \\\ - y D �v vvv__yvvv�y� yy— —_ _ _ -- 78 / vv vv vvv_ _ _ — — 21 /4 \ v vvv vv v D M.] o �. � F) Site Plan SCALE: 1" = 30'-0" UU 7 7560 = — 7-70 Scale: 1 " = 30'- 0" 0' 15'-0" 30'-0" 60'-0" North Attachment C A 0 ■ (I t DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com G) O N .N N 00 � O � E � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: No Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Site Plan Project No: 2021050.20 Sheet No: A001 Attachment D FTABssociates DESIGN ards Village Blvd. uite 210 rds, CO 8132 ID ii cl ID ni I ii I Ll ni S COIN 11 [1 ID ni e S )766-1470 70)766-1471 tab@vail.net associates. co m I • • •An• • R f lisp CD E CN• • •• • • f I r1i1F • _01.4 momi tip 1 1rl L + F+ Ell7 • r a ; �i i a _ �f - Mir,, am �V :�..r. _... �r.r_ + f I I T F _`• r� _ !Pr �. _ I ` INK Bill 11 I Irk 1 Lill it 1 i# I ANN& JIL 4 lit LM ME .6 ri = LM .r Eft. • L r ' 0• T r ML Ams Revisions: No I Description Date Issue Dates: MDP 07/16/21 Sheet Title: Cover Ii,Major eve o n en an Drawing Set � Project No: 2132 Sheet No: 0 N GOOO O N r FD in c 0 U 70 C CU Q) ET Q) U Q) m N C7 I 0 GENERAL NOTES ABBREVIATIONS PROJECT DIRECTORY ZONING REQUIREMENTS TABLES AFF ABOVE FINISHED FLOOR INSUL INSULATION, INSULATING Owner: Pinetree Financial Partners, LLC APC ACOUSTIC CEILING TILE INT INTERIORS PROJECT LOCATION 21.523 ACRES ALT ALTERNATE IWS ICE AND WATER SHIELD materials may not be copied, modified, nor employed in any way without the specific prior written consent and permission of the Architect. TAB 155 Madison Street ALUM ALUMINUM 1,045 LINEAR FFFT CONCRETE � Denver, CO 80206 A AMPERE JT JOINT A112 Contact: Andy Shopneck AB ANCHOR BOLT C1.1 RIGID INSULATION ALLOWFD WOOD ROUGH ARCH ARCHITECT(URAL) = -_ _ - STONE VENEER C1.2 (303) 399-3102 BKG BACKGROUND KV KILOVOLT PROPOSED Pinetreefinancialllc@gmail.com BM BEAM KVA KILOVOLT AMPERE C2.0 84 TOTAL DWELLING UNITS BRG BEARING C2.1 BUILDING SITE COVERAGE ALLOWED 80% MAXIMUM C2.2 PROPOSED L NOT USED C2.3 Hiking Trail BOD BOTTOM OF L NOT USED Owner's Representative: Peak 8 Properties, LLC BOT BOTTOM L3.9 PARKING SITE COVERAGE C4.0 PO Box 6879 BRKR BREAKER MH MANHOLE L3.11 Breckenridge, CO 80424 BTU BRITISH THERMAL UNIT MFR/MFG MANUFACTURE(R) IOWNHOMES- 18 TOTAL PARKING SPACES BTUH BTU PER HOUR MAX MAXIMUM L3.17 Contact: Graham Frank + Chris Noraka BLDG BUR BUILDING BUILT UP ROOFING MECH MECHANICAL C1.1 Graham: (303) 517-0419 CLG CEILING MTL METAL PROVIDED gfrank@breckenridgegrandvacations.com CL CENTER LINE MIN MINIMUM CIA Chris: (970) 418-3230 CLR CLEAR C2.0 LLECTRICAL VEHICLE PARKING-TOWNHOMES REQUIRED cnoraka@breckenridgegrandvacations.com C/C CENTER TO CENTER N NORTH C4.0 FVSF CAPABLE - 0 CO CLEAN OUT NO NUMBER EVSE READY - 9 C CONDUIT EVSE CAPABLE - 0 Architect: TAB ASSOCIATES, INC. CW COLD WATER OC ON CENTER PROVIDED 56 Edwards Village Blvd., Suite 210 COL COLUMN OPP LAND AREA PER DWELLING Edwards, CO 81632 CONC CONCRETE OZ OUNCE(S) 1 Contact: Greg Macik, NCARB CONT CONTINOUS, CONTINUE OD OUTSIDE DIAMETER (970) 766-1470 CJ CONTROL JOINT OSF OUTSIDE FACE greg@tabassociates.com CORR CORRUGATGED CMP CORRUGATED METAL PIPE PERF PERFORATED X CROSS PL PLATE CFM CUBIC FEET PER MINUTE P POLE Associate Architect: DTJ DESIGN, INC. D DEEP/DEPTH POLY POLYST POLYETHYLENE POLYSTYRENE 3101 Iris Ave, Suite 130 DTL DETAIL PVC POLYVINYL CHLORIDE Boulder, CO 80301 DIAG DIAGONAL PW POTABLE WATER Contact: Lee Payne, RA, NCARB, LEE AP DIA DIAMETER PSF PRESSURE PER SQUARE FOOT (303) 443-7533 x168 DIAPH DIAPHRAM PSI PRESSURE PER SQUARE INCH Ipayne@dtjdesign.com DHW DOMESTIC HOT WATER PRV PRESSURE RELIEVE VALVE DWG DRAWING PRO PROJECTION PL PROPERTY LINE EA EACH PLAM PLASTIC LAMINATE ELEC ELECTRIC Civil Engineer: ALPINE ENGINEERING, INC. EWC ELECTRIC WATER COOLER 34510 U.S. 6, Unit A-9 ELEV ELEVATION REF REINF REFERENCE REIFNFORCE(D), (ING) Edwards, CO 81632Contact: EMBED EMBEDMENT RCP REFLECTED CEILING PLAN Matt Wade P.E. y EM EMERGENCY RM ROOM (970) 926-3373 x255 EX EXISTING wadey@alpinecivil.com EXIST EXISTING SCH SCHEDULE EXP EXPANSION SHT SHEET EXT EXTERIOR, EXTRUDED SIM SIMILAR Landscape Architect: DTJ DESIGN, INC. SLH SPRING LOADED HINGES FD FLOOR DRAIN SPEC SPECIFICATION(S) 3101 Iris Ave, Suite 130 FE FIRE EXTINGUISHER SF SQUARE FOOT (FEET) Boulder, CO 80301 FEC FIRE EXTENGUISHER CABINET STL STEEL Contact: Zach Earhart FT FEET STIFF STIFFENER (303) 443-7533 x149 FG FIBERGLASS STN STONE zearhart@dtjdesign.com FF FINISH FLOOR SD STORM DRAIN FH FIRE HYDRANT STRUCT STRUCTURAL FLG FLANGE SUSP SUSPENDED FLOUR FLOURESCENT Structural Engineer: JIRSA HEDRICK FOF FACE OF FINISH PO Box 4989 FOS FACE OF STRUCTURE T&G TOUNGE & GROOVE Eagle, CO 81631 g FP FTG FIREPLACE FOOTING TC TEMPERATURE CONTROL Contact: Matt Hood FS FLOOR SINK THK THICKNESS (303) 839-1963 FR FIRE TREATED T THROUGH mhood@jirsahedrick.com @� TOO TOP OF GA GAUGE TRANSV TRANSVERSE GAL GALLON TS TUBE STEEL GALV GALVANIZED TYP TYPICAL Mechanical Engineer: SPACEK TIMBIE AND BLEVINS ENGINEERING, INC. GI GALVANIZED IRON 25107 Genesee Trail Road, Suite 102 G GAS Golden, CO 80401 GMNU GLASS MESH MORTAR UNIT(S) UG UNDERGROUND Contact: Jacob Blevins, P.E. GROUND UNO UNLESS NOTED OTHERWISE GRD GRADE, GRADING (970) 471-9467 GYP GYPSUM (303) 900-8782 x703 GWB GYPSUM WALL BOARD VB VAPOR BARRIER jblevins@stb.engineering VERT VERTICAL H&V HEATING & VENTILATING VEST VESTIBULE HDO HIGH DENSITY OVERLAY V VOLT Electrical Engineer: SPACEK TIMBIE AND BLEVINS ENGINEERING, INC. HDPE HIGH DENSITY POLYETHYLENE 25107 Genesee Trail Road, Suite 102 HGT HEIGHT Golden, CO 80401 HK HOOK(S) WC WATER CLOSET/WATER COLUMN Contact: Nicholas Timbie, P.E. HM HOLLOW METAL WD WOOD(303)594-8682 HORZ HP HORIZONTAL HORSE POWER WWF WELDED WIRE FABRIC (303 ) 900-8782 x702 HW HOT WATER W WEST/WATER/WIDE/WIDTH ntimbie@stb.engineering W/ WITH HWC HOT WATER CIRCULATION W/O WITHOUT HR HOUR LEGEND 1 lew Name A101 1/8" - 1'-0" DRAWING TITLE &SCALE NORTH ARROW Ref 1i PARTITION OR WALL TYPE 1 EXTERIOR ELEVATION 101 DOOR TAG A101 1 1i WINDOW TAG 1 A101 1 INTERIOR ELEVATION 0 REVISION NUMBER 1 KEYNOTE TAG SIM I1 WALL SECTION & PARTIAL SECTION A101 0 MATERIAL FINISH SIM LEVEL ELEVATION 1 DETAIL SECTION 8524-0" A101 `I 8524'-0° SPOT ELEVATION I I 1 I I I I A-101 I DETAIL AREA I I I I ------------- tju., Gd 11*a Pf 105 VICINITY MAP �V4s a The drawings, specifications and other documents prepared by the Architect (TAB Associates, Inc.) for this Project are instruments of the 4 � ACT VEHICLE TRAFFIC ALONG EARTH HIGHWAY 6 Project Information Sheet PROJECT LOCATION 21.523 ACRES TRUE NORTH PROJECT NORTH VICINITY PLAN Parcel #2015-124-00-007 38460 Highway 6 Avon, CO 81620 $- 9 Beaver Creek at Trsee Geek Eagle River MATERIALS LEGEND BEAVER CREEK MOUNTAINSIDE CONDOS + TOWNHOMES ALUMINUM The drawings, specifications and other documents prepared by the Architect (TAB Associates, Inc.) for this Project are instruments of the CMU � ACT O EARTH 937,542 SF Project Information Sheet L1.1 21.523 ACRES AREA OF DEVELOPABLE LOT BATT INSULATION 193,435 SF EARTH FILL materials may not be copied, modified, nor employed in any way without the specific prior written consent and permission of the Architect. TAB BRICK IDT FRONTAGE GYPSUM BOARD 1,045 LINEAR FFFT CONCRETE � METAL STUD C1.0 GRAVEL � ASPHALT A112 PLYWOOD � WOOD FINISH C1.1 RIGID INSULATION ALLOWFD WOOD ROUGH A116 STEEL = -_ _ - STONE VENEER BEAVER CREEK MOUNTAINSIDE CONDOS + TOWNHOMES General The drawings, specifications and other documents prepared by the Architect (TAB Associates, Inc.) for this Project are instruments of the RIESIDENTIAL HIGH DENSITY G000 7.0NING REQUIREMENTS AREA OF LOT Tree Removal Plan 937,542 SF Project Information Sheet L1.1 21.523 ACRES AREA OF DEVELOPABLE LOT Survey 193,435 SF Phase 2A & 2B Materials Plan materials may not be copied, modified, nor employed in any way without the specific prior written consent and permission of the Architect. TAB 4.44 IDT FRONTAGE Common Outdoor Space Diagram 1,045 LINEAR FFFT SETBACK DISTANCES L2.1 10' FRONT SETBACK C1.0 Civil Notes 7.5' SIDE SETBACK 13,766 SF 2 A112 10' REAR SE'f BACK L3.0 Phase 1A Planting Plan C1.1 BUILDING HEIGHT ALLOWFD 60'-0" MAX BUILDING HEIGHT A116 PROPOSED 59'-6" MAX BUILDING HEIGHT Phase lA Planting Plan C1.2 Demolition NUMBER OF DWELLING UNITS ALLOWED 20 UNITS PER ACRES= 86.8 Steep Slopes PROPOSED 75 CONDOS INCLUDES 2 EMPLOYEE DU CIA Site Layout 9 TOWNHOMES Phase 1A Planting Plan C2.0 84 TOTAL DWELLING UNITS L3.4 Phase 1A Planting Plan C2.1 BUILDING SITE COVERAGE ALLOWED 80% MAXIMUM C2.2 PROPOSED 41%, (41,961 SF) Phase 1A Planting Plan C2.3 Hiking Trail LANDSCAPE SITE COVERAGE Phase 1B Planting Plan 20% MINIMUM Hiking Trail L3.8 46% (89,583 sf) C3.0 Storm Sewer L3.9 PARKING SITE COVERAGE C4.0 0 PARKING SPACES REQUIRED CONDOS 1 PER UNIT+ 10 GUESTS = 85 Shallow Utilities L3.11 TOWNHOMES 2 PER DU + 3 GUESTS = 21 C6.0 PROVIDED CONDOS - 125 PARKING SPACES IOWNHOMES- 18 TOTAL PARKING SPACES L3.12 Phase 2A Planting Plan 143 TOTAL PARKING SPACES Civil - Phase 2 L3.17 Phase 2A Planting Plan CLECTRICAL VEHICLE PARKING - CONDOS REQUIRED EVSE INSTALLED - 5% OF 12S = 7 SPACES Phase 2A & 2B Planting Schedule C1.1 EV READY - 10% OF 125 = 13 SPACES EV CAPABLE - 15% OF 125 = 19 SPACES Demolition PROVIDED EVSE INSTALLED- 8 SPACES C1.3 Steep Slopes EVSE READY - 14 SPACES Irrigation Notes & Schedule CIA EV CAPABLE - 19 SPACES IR1.1 Irrigation Plan C2.0 LLECTRICAL VEHICLE PARKING-TOWNHOMES REQUIRED EVSE INSTALLED -0 C3.0 Storm Sewer EVSE READY - 1 PER TH BLDG. -3 TOTAL Irrigation Details C4.0 FVSF CAPABLE - 0 PROVIDED EVSE INSTALLED -0 Shallow Utilities EVSE READY - 9 C6.0 Erosion Control EVSE CAPABLE - 0 BICYCLE PARKING RFQUIRED 1 PER 10 PARKING SPACES = 15 PROVIDED 7S COVERED PARKING SPACES LAND AREA PER DWELLING 2,303 SF OPEN SPACE PER DWELLING 673 SF I ANDSCAPFD OPEN SPACE PFR DWFI LING 1 508 SF BEAVER CREEK MOUNTAINSIDE CONDOS+TOWNHOMES ACCESSIBILITY PER 2015 IBC TABLE 1106.1 ACCESSIBLE PARKING SPACES: THE REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES IS 6. 6 ACCESSIBLE SPACES ARE PROVIDED IN THE PARKING GARAGE. Condos PER 2015 IBC TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS: THE MINIMUM REQUIRED NUMBER OF ACCESSIBLE UNITS WITHOUT ROLL -IN SHOWERS IS 3. THE MINIMUM REQUIRED NUMBER OF ACCESSIBLE UNITS WITH ROLL - IN SHOWERS IS 1. TOTAL NUMBER OF REQUIRED ACCESSIBLE UNITS IS 4. 4 TYPE A ACCESSIBLE UNITS ARE CALLED OUT ON FLOOR PLANS. LIEVEL 2= (1) 2 BDRM + DEN LIEVEL 3= (1) 2 BDRM (1) 3 BDRM LIEVEL 4= (1) 4 BDRM PROPERTY LINE HIGH RESIDENTAIL ZONING SHORT TERM OVERLAY General The drawings, specifications and other documents prepared by the Architect (TAB Associates, Inc.) for this Project are instruments of the Landscape G000 Cover L1.0 Tree Removal Plan G001 Project Information Sheet L1.1 Phase lA & 1B Materials Plan G002 Survey L1.2 Phase 2A & 2B Materials Plan materials may not be copied, modified, nor employed in any way without the specific prior written consent and permission of the Architect. TAB AREA _ UNITS L2.0 Common Outdoor Space Diagram photographer is to provide TAB Associates, Inc. with all images for use by TAB Associates, Inc. for its website (www.tabassociates.com) only. If Civil - Phase 1 L2.1 Sheet Reference Plan C1.0 Civil Notes A111 13,766 SF 2 A112 Overall Floor Plans - Levels 4 & Roof L3.0 Phase 1A Planting Plan C1.1 Existing Conditions A115 Enlarged Level 4 Plan - Area C A116 Enlarged Level Roof Plan - Area A L3.1 Phase lA Planting Plan C1.2 Demolition A120 First Floor Plan C1.3 Steep Slopes L3.2 Phase 1A Planting Plan CIA Site Layout L3.3 Phase 1A Planting Plan C2.0 Grading & Drainage L3.4 Phase 1A Planting Plan C2.1 Grading & Drainage L3.5 Phase lA Planting Plan C2.2 Grading & Drainage L3.6 Phase 1A Planting Plan C2.3 Hiking Trail L3.7 Phase 1B Planting Plan C2.4 Hiking Trail L3.8 Phase 1B Planting Plan C3.0 Storm Sewer L3.9 Phase 1A & 1B Planting Schedule C4.0 Water & Sewer L3.10 Phase 2A Planting Plan C5.0 Shallow Utilities L3.11 Phase 2A Planting Plan C6.0 Erosion Control L3.12 Phase 2A Planting Plan Civil - Phase 2 L3.17 Phase 2A Planting Plan C1.0 Civil Notes L3.19 Phase 2A & 2B Planting Schedule C1.1 Existing Conditions C1.2 Demolition Irrigation C1.3 Steep Slopes IR1.0 Irrigation Notes & Schedule CIA Site Layout IR1.1 Irrigation Plan C2.0 Grading & Drainage IR1.2 Irrigation Details C3.0 Storm Sewer IR1.3 Irrigation Details C4.0 Water & Sewer C5.0 Shallow Utilities C6.0 Erosion Control PROPERTY LINE HIGH RESIDENTAIL ZONING SHORT TERM OVERLAY COPYRIGHT The drawings, specifications and other documents prepared by the Architect (TAB Associates, Inc.) for this Project are instruments of the Rtdeclean Autodetaiiing Y Architect's service for use solely with respect to this Project and, unless otherwise provided in writing, the Architect shall be deemed the sole and 58,501 SF 127 SPACES + 18 TOWNHOME SPACES exclusive author of these documents and shall retain, without limitation, all common law, statutory and other reserved rights, including the 10,602 SF copyright hereof. No person, whether having come rightly into possession hereof or otherwise, shall employ these documents on any other PROPERTY LINE project, nor for additions to this Project nor for the completion of this Project by others, unless with the prior express written consent of the OPEN SPACE, LANDSCAPING, Architect and upon appropriate com compensation to the Architect in an amount and kind satisfactory to the Architect. The Architect expressly claims pp y p y 2,417 SF all proprietary rights in the material which is issued in confidence for design and / or construction purposes of this Project as noted. These AND DRAINAGE materials may not be copied, modified, nor employed in any way without the specific prior written consent and permission of the Architect. TAB AREA _ UNITS Associates, Inc. All rights reserved. If this project is photographed for any reason (sales, developer and contractor brochures included), the 3,052 SF 2 BDRM - EMPLOYEE 2 photographer is to provide TAB Associates, Inc. with all images for use by TAB Associates, Inc. for its website (www.tabassociates.com) only. If 5,025 SF TAB Associates, Inc. desires to use any image in an advertising publication (magazine or magazine supplement), TAB Associates, Inc. will pay the 1,683 SF photographer a reasonable fee for such use. LEVEL 2 UNITS AMENITIES CIRCULATION 130H - MECH/STORAGE/TRASH LEVEL 3 UNITS CIRCULATION BOH - MECH/STORAGE LEVEL 4 UNITS CIRCULATION 130H - MECH/STORAGE TOTALS PARKING GARAGE UNITS CIRCULATION AMENITIES BOH- MECH/STORAGE COMMON SPACE (LOBBY/RECEPTION) TOTAL SQUARE FOOTAGE TOTAL NUMBER OF CONDO UNITS TOWNHOMES IND UNITS MIDDLE UNITS TOTAL SQUARE FOOTAGE TOTAL NUMBER OF TOWNHOMES BEAVER CREEK MOUNTAINSIDE CONDOS + TOWNHOMES - LA/IR AREAS NEW LANDSCAPED AREA: 41,961 SF OVERALL LANDSCAPED AREA: 89,583 SF TOTAL IRRIGATED AREA: 35,703 SF SPRAY AREA: 22,651 SF (63% OF IRRIGATED AREA) DRIP AREA: 13,068 SF (37% OF IRRIGATED AREA) TABLE OF CONTENTS BEAVER CREEK MOUNTAINSIDE CONDOS+TOWNHOMES ('MAIN LEVEL PARKING (LEVEL 0) AREA PARKING GARAGE 58,501 SF 127 SPACES + 18 TOWNHOME SPACES MECHANICAL/BOH 10,602 SF CIRCULATION 3,345 SF LOBBY/RECEPTION 3,361 SF AMENITIES 2,417 SF A105 78,226 SF GARAGE MID LEVEL (LEVEL 1) AREA _ UNITS (UNITS 3,052 SF 2 BDRM - EMPLOYEE 2 AMENITIES 5,025 SF CIRCULATION 1,683 SF 130H - MECH/STORAGE 4,006 SF A111 13,766 SF 2 LEVEL 2 UNITS AMENITIES CIRCULATION 130H - MECH/STORAGE/TRASH LEVEL 3 UNITS CIRCULATION BOH - MECH/STORAGE LEVEL 4 UNITS CIRCULATION 130H - MECH/STORAGE TOTALS PARKING GARAGE UNITS CIRCULATION AMENITIES BOH- MECH/STORAGE COMMON SPACE (LOBBY/RECEPTION) TOTAL SQUARE FOOTAGE TOTAL NUMBER OF CONDO UNITS TOWNHOMES IND UNITS MIDDLE UNITS TOTAL SQUARE FOOTAGE TOTAL NUMBER OF TOWNHOMES BEAVER CREEK MOUNTAINSIDE CONDOS + TOWNHOMES - LA/IR AREAS NEW LANDSCAPED AREA: 41,961 SF OVERALL LANDSCAPED AREA: 89,583 SF TOTAL IRRIGATED AREA: 35,703 SF SPRAY AREA: 22,651 SF (63% OF IRRIGATED AREA) DRIP AREA: 13,068 SF (37% OF IRRIGATED AREA) TABLE OF CONTENTS A200 Architecture A001 Site Plan A100 Overall Floor Plans - Levels 0 & 1 A101 Enlarged Level 0 Plan - Area A A102 Enlarged Level 0 Plan - Area B A103 Enlarged Level 0 Plan - Area C A104 Enlarged Level 1 Plan - Area A A105 Overall Floor Plans - Levels 2 & 3 A106 Enlarged Level 2 Plan - Area A A107 Enlarged Level 2 Plan - Area B A108 Enlarged Level 2 Plan - Area C A109 Enlarged Level 3 Plan - Area A A110 Enlarged Level 3 Plan - Area B A111 Enlarged Level 3 Plan - Area C A112 Overall Floor Plans - Levels 4 & Roof A113 Enlarged Level 4 Plan - Area A A114 Enlarged Level 4 Plan - Area B A115 Enlarged Level 4 Plan - Area C A116 Enlarged Level Roof Plan - Area A A117 Enlarged Level Roof Plan - Area B A118 Enlarged Level Roof Plan - Area C A120 First Floor Plan A121 Second Floor Plan A122 Third Floor Plan A123 Roof Plan A124 First Floor Plan Al2S Second Floor Plan A126 Third Floor Plan A127 Roof Plan A128 First Floor Plan A129 Second Floor Plan A130 Third Floor Plan A131 Roof Plan A200 Building Elevations A201 Building Elevations A202 Building Elevations A210 Building Elevations A211 Building Elevations A212 Building Elevations A213 Building Elevations A214 Building Elevations A215 Building Elevations A216 Building Elevations A217 Building Elevations A218 Building Elevations A300 Building Elevations A400 Materials Board A401 Details A402 Details A500 3D Views A501 3D Views A502 3D Views A503 3D Views A504 3D Views A505 3D Views Electrical E1.01 Exterior Lighting Site Plan DATUM REFERENCE UNITS 46,905 SF 2 BDRM 7,558 SF 3 BDRM 7,483 SF 4 BDRM 1,523 SF 63,469 SF UNITS 54,381 SF 2 BDRM 7,451 SF 3 BDRM 1,321 SF 4 BDRM 63,153 SF UNITS 51,186 SF 2 BDRM 7,275 SF 3 BDRM 982 SF 4 BDRM 59,443 SF 58,501 SF 155,524 SF 27,237 SF 15,000 SF 18,434 SF 3,361 SF 278,057 SF 17,244 SF 8,478 SF 25,722 SF DATUM REFERENCE FOR THIS PROJECT IS THE FINISHED FIRST FLOOR LEVEL. TOP OF EXISTING FINISHED FLOOR = EL. 100'-0" ON ALL OTHER DRAWINGS EQUALS 7475' ON CIVIL SITE PLAN. UNITS 11 7 4 22 11 9 26 11 10 4 25 75 6 3 9 Attachment D ■ cit DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal zJ Gi G� O N V� O 'T" 00 � t o 0 U O2 + a 0N L � � O CD M M I.Y O Revisions: No Description Date Issue Dates: MDP 07/16/21 Sheet Title: Project Information Sheet Project No:ms 2132 Sheet No: 0001 ROPE vo SWIFT GULCH ADD/TION 0 0 Q AR BEA VER CREEK THE SUBDIVISION ASCENT / OF G S 'SiG h-�y'qt F'9c` RI VER OAKS VICINITY MAP NOT TO SCALE \� GUARDRAILSSMH 0420 ( \ \ /I qH (BASIS OF ELEVATION) ACCESS o \ N RlM 7450 31 ALTA/NSPS LAND TITLE SURVEY EASEMENTINV IN 7440. ��r \\ \\\ �-\\ INV OUT 743973 \ \ (REC. NO. 200721766) A PARCEL OF LAND LOCATED IN THE NWJ SE4 SECTION 12 TOWNSHIP 5 SOUTH, RANGE 82 WEST OF THE 6TH P.M Reception No. 200912644 and is shown. 11. STONE WALL \ TOWN OF AVON, COUNTY OF EAGLE, STATE OF COLORADO d=42757" \\ \ Terms, conditions and provisions of purchase option recorded December 27, 2017 at M R=3770.00'' <> \ — / 6, \ \ qN \ T=147.00' \\ \ Reception No. 201724422 and is not plottable. O� Ch B=S6520'12'E Ch L=293.78' \ \ \ Sgti \\ \ \ LEGAL DESCRIPTION 13. L=293.85' \ \ sqH\ — \\ \ \ A orcel of land loco ted in the Northwest 1/4 Southeast 1/4 Section 12 Townshi 5 South THE ASCENT RESIDENCES \ Sq p p N \ �\ \ Range 82 West of the 6th Principal Meridian lying Souther/y of U.S. Highway 6, more (REC. NO. 200818001 ' \ _ \ sq\ / \ \ particularly described as follows.• CONDUIT \\ \ \ Beginning at o brass cap set for the Southeast Corner of the Northwest 1/4 Southeast S sq r \ \ 1/4 Section 12, Township 5 South, Range 82 West of the 6th Principal Meridian; thence ti\ a South 89 degrees 53 minutes 54 seconds West a distance of 1302.02 feet along the 1/16 line; \ 8 \ \ sq \ thence North 19 degrees 32 minutes 15 seconds East a distance of 1097.52 feet to a point EDGE OF \ on the Southerly right-of-way line of U.S. Highway 6,• thence along said Southerly right -of- -ASPHALT �� F \ way line along a non -tangent curve to the right having a radius of 3770.00 feet and a Z \\ N \\\\ central angle of 04 degrees 27 minutes 57 seconds an arc distance of 293.85 feet and 8J chord bearing and distance of South 65 degrees 20 minutes 12 seconds East 293.78 feet; thence along said Southerly right-of-woy line South 58 degrees 48 minutes 40 seconds SSMH 0400 sq\ East a distance of 128.74 feet, thence along said Southerly right-of-way line South 63 RIM 7462.79 4B degrees 10 minutes 00 seconds East a distance of 62293 feet to a point on the East 1/16 N7846'14"W 1.82' \ \� sq� FROM PLA TIED INV OUT 7453.09 INV IN 7453.16 \ line of said Section 12, thence along said 1/16 line South 00 degrees 12 minutes 20 seconds \\ _ \ \ EXCEPTIONS (Based on Land Title Guarantee Company Commitment Number V50047266 dated December 27, 2017.) 1. - 5. Standard Exceptions 6. 2017 taxes and assessments not yet due or payable and is not plottable. 7. Right of proprietor of a vein or /ode to extract and remove his ore therefrom should the same be found to penetrate or intersect the premises and right of way for ditches or canals constructed by the authority of the United States as reserved in United States patent recorded August 19, 1921, in Book 93 at Page 321 and is not plottable. 8. Terms, conditions and provisions of right of way deed recorded April 17, 1948 in Book CHATEAU ST. CLAIRE 127 at Page 739 and is not plottable. SUBDIVISION — PARCEL 2 9. Easements, covenants, conditions and restrictions, reservations and notes as shown or (B729 P742) reserved on the Annexation Map recorded May 31, 1985 in Book 415 at Page 715 and is shown. 10. Terms, conditions and provisions of dedication of easement recorded August 15, 2007 at Reception No. 200721776 and consent by lender recorded June 29, 2009 under Reception No. 200912644 and is shown. 11. Matters disclosed on Alto Survey issued by Inter -Mountain Engineering, Ltd. certified may 3, 2007, Job No. 080077 stored as ESl 32599714 and is shown. ry 12. Terms, conditions and provisions of purchase option recorded December 27, 2017 at M Reception No. 201724422 and is not plottable. O� �O 13. Deed of trust dated December 20, 2017, from United by Ech, LLC, a Colorado limited Z liability company to the public trustee of Eagle County for the use of River Bend ,Cv Corporation to secure the sum of ,1,800,000.00 recorded December 27, 2017, under h Reception No. 201724421 and is not plottable. 0 A� NOTES: 1. The basis of bearing is a line along the south property line of the property bearing S895354"W a distance of 1302.02 feet between found monuments as shown and described hereon. 2. The basis of elevation is sanitary sewer manhole 0420 as shown hereon. J. The address is 38388 U.S. Highway 6 and is not posted. 4. There was no evidence of recent earth moving work or construction at the time of the field survey. 5. There was no evidence of recent sidewalk repairs or construction at the time of the field survey. 6. The property lies in Zone X which is on area of minimal flood hazard as indicated on the National Flood Insurance Program Flood Insurance Rate Map (FIRM) map panel number 08037C0444D having on effective dote of December 4, 2007 SURVEYOR'S CERTIFICATE: To Colorado World Resorts, LLC and United Sy Ech, LLC, A Colorado Limited Liability Company. This is to certify this map or plat and the survey on which it is based were mode in accordance with 2016 minimum standard detail requirements for ALTA/NSPS /and title surveys, jointly established and adopted by ALTA and NSPS, and includes items 1, 2, 3, 4, 5, 8, 16, and 17 of Table A thereof. The field work was completed on June 18, 2018. Date of plot or mop: June 18, 2018 James S Kunkel P.L.S. 23089 SW CORNER, NW 1/4, SE 1/4, SECTION 12, T551, R. 82W., 6TH P.M. NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey S895334"W 38.21' within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of certification shown hereon. Eost a distance of 561.57 feet to the point of beg/nn/ng, County of Eag/e, State of / Colorado. 8"v6\�u\ 4 DITCH 7480 Sq/ / q N \ \ FENCE \s6, 7490 — \ \ AOR/P E 6, \ 7500 �\ \ �z52o BUS STOP �\ CONC. PAD - I \\\\ SSMH 0400 RIM 7471.79 \ 6" /NV IN 7461.14 \ /NV OUT 7461.07 \ \DITCH: \ � "\\ � � � � �\ \ \\ \� \\ \ ���\ \\ �� � � _\\\ � \ \ \\ \\\ � � _ �! • � \\\ \\\ \\ \\ \ \ � \ \ \ DENSE \ \ \ \ TREES__ \ \\ \ a —7500— \ =7 X =751_ \\\ \ � --z Z \\\\ \\ FOL SON PROPERTY ANNEXA TION VACANT LOT --7570- 21.52J 570 21.523 ACRES (B415 P715) RI VER OAKS \\\ / CONDOMINIUMS \\\\\\\ \\\\\\\\\ \\\\ _\\\_ \_\\\ 7590 (8325 P969) \\ \\\\ \ \\ \ \\ ��7j j \ \\ \\ \ \\ \ \\ \ \ \ \ \ /7618% L \��\\\\\ \\\\ \\\ \\ \ \ �\ \ �- 7630— N /l \ \\ SURVEY MONUMENT KEY \\�\\\ \\\ Q FOUND 3" BRASS CAP IN CONCRETE STAMPED LEGEND COLORADO STATE HIGHWAY DEPARTMENT 0 50' 100' SCALE: 1" = 50' ® FOUND #5 REBAR W.0 FOUND 3" BRASS ITH H GLO MONUMENT PLASTIC CAP O CABLE TELEVISION Y SEWER MVAU OLE \\\\\\\\\\\\ \\\\\ \ \\ X76\ \ CONTOUR INTERVAL = 2 FEET STAMPED P E &PLS 26626 ry\ \ \ \ TELEPHONE PEDESTAL Q FOUND #5 REBAR WITH 1-1/2" ALUMINUM CAP \ \ \\ N �\ STAMPED L.S. 9337 SIGN \\ \ \\\ \ X66\\ OO SET #5 REBAR WITH 1-1/2" ALUMINUM CAP ASPEN TREE STAMPED L.S. 23089 \ PINE TREE S89 53'54 "W 1302 02' (BASIS OF BEARING) WHI TE RIVER NA TIONAL FOREST SE CORNER, NW 1/4, SE 1/4, SECTION 12, T55, R. 82W., 6TH P.M. 7 M Z 0 L w a- w a 0 0 Z W z H ■� z N � o UJz W �N o� �o 0 rzui ~Lu w ¢a a �x �4 °o T CC O C O Ow O NO T " C D C 00Z(DW w s t(D O � ID aroma. J N c c% O TO c—F) J ycooEL O O p �oyo.1 O'Eo� o> E N O N o O 0 U W o a� c:F; c w d o 0 o Q L0 U y O Z,2 1..1. x c O3 O °N� O m C D ( r o C S O C L O N oEo�oc- O O U. O D Q o O N a=Eoc O N p p T"O o p 3�o�=ter '3 V v L CO (D N E -o o.12-11o) i C O_� C o L�.a_cNCCOaL L__ -Li__ O O OW�+O W H a- O Z_ Q CO Of Ld - O J U) V� O U 00 U W _J_ � z � H 0 Q 0 X nj W Z W J Q Q O W J F_ - � W U) O ^ LL Q a Z \ W � O � Ld Q z N � co o J J \ Q z DESIGNED BY: DRAWN BY: SPF CHECKED BY: JSK DATE ISSUED: 6-18-18 PROJECT N0. Q 18-0038 003 U SHEET NO. 1 OF 1 7 BEAVER CREEK MOUNTAINSIDE GENERAL NOTES 1. The Contractor shall notify Alpine Engineering, Inc., Owner and Town of Avon (T.O.A.) Engineering Dept. at least 48 hours prior to any construction, The Contractor shall coordinate all work with Alpine Engineering, Inc. and Owner. 2. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify the location of all utilities prior to commencement of any construction. 3. The Contractor shall conform to all Town of Avon rules, regulations and stipulations while accessing through or working in the Town. All materials and workmanship shall be subject to inspection by the Town and/or their representatives, and Alpine Engineering, Inc. 4. The Contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his activities, including vehicle fueling, storage of fertilizers or chemicals, etc. The Contractor shall have identified procedures for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at the project site. 5. Contractor shall conform to all recommendations in the project subsoil study prepared by HP Geotech (Job #1060951, dated 12/13/2006). 6. The Contractor shall maintain traffic at all times to the satisfaction of the Owner and the Town. The Contractor shall minimize traffic disruptions and provide adequate safety precautions to ensure public safety. 7. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the project site, nor for compliance by the appropriate party with any regulations relating hereto. 8. It is the Contractor's responsibility to obtain and conform to all appropriate construction permits. 9. The contractor shall provide a construction staging plan to the owner for review and approval prior to starting construction. 10. The Contractor shall minimize all off site tracking. All soil tracked off site shall be immediately cleaned up to the satisfaction of The Town of Avon, CDOT and the Owner. 11. If any groundwater is encountered the Contractor shall contact Owner, Alpine Engineering, Inc., and the Project Geotechnical Engineer immediately. 12. The Contractor shall protect and preserve all trees, bushes, shrubs and ground cover, not designated for removal, in a manner acceptable to the Owner. Contractor is to repair and/or replace any landscaping damaged as a result of construction to a condition equal to or better than existing. 13. Observations of the work in progress and on-site visits are not to be construed as a guarantee or warranty by the Engineer of the Contractor's contractual responsibilities. 14. Street closures shall be kept to a minimum length of time. There shall be no material storage on Town Streets. 15. All construction shall conform to Town standards and specifications and be subject to construction observation by their representatives. Copies of Town standards must by obtained by the Contractor. Contractor shall have one (1) copy of the plans and one (1) copy of the appropriate specifications on the job site at all times. 16. The Contractor shall control dust per the T.O.A.'s Public Works manual. 17. Topographic information was prepared by Intermountain Engineering. 18. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in plans, field staking or physical features shall be brought to the attention of the Engineer. If Contractor proceeds with the work without notifying the Engineer, he does so at his own risk. GRADING AND DRAINAGE NOTES 1. All work performed for this project including storm drains and culverts shall be constructed in accordance with the Town of Avon standards and the project Technical Specifications. 2. All drain pipes shall be installed with the required bedding. 3. Elevations shown are at pipe invert unless otherwise shown. 4. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. 5. Where any part of the storm drain system is located in a fill section, provide fill material compacted to 95% AASHTO T99 density from the original undisturbed ground up to structure bottom slabs and pipe bedding. 6. All inlet frames/grates, manhole and vault lids, valve box covers and irrigation boxes shall be set to match the adjacent finished grades and slopes. 7. Proper moisture content is to be achieved and maintained during fill placement and compaction. 8. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face of box. 9. Curb and Gutters shall be installed in such a manner as to insureositive drainage in all areas as shown. P 9 10. Direct downspout drainage away from building foundation or to storm. 11. The Contractor shall maintain existing drainage channels, culverts, and appurtenances during construction as necessary to protect roads and property. 12. The Contractor shall remove all topsoil prior to the placement of any fill. Existing fill soils are to be evaluated per the recommendations in the soils report. 13. The ground surface surrounding the exterior of buildings shall be graded to slope away from the foundations in all directions. 14. Proof roll all hardscape areas prior to installing basecourse and pavement. The Town of Avon engineer, AEI and Geotech Engineer are to be notified 24 hours prior, so proofrolling may be observed. LUMEN COMMUNICATIONS STRUCTURAL SPECIFICATIONS 1. CONDUIT: A. All conduits are to be equipped with minimum X" polypropylene pull line. B. All conduit bends are to be steel sweeps or no less than PVS Schedule -80 fully encased. Long radius sweeps are to be used in main trench sections. Standard radius sweeps may be used at closure locations. C. All conduit runs are designed on the basis that each separate run will have no more than two (2) 90' bends without the insertion of an appropriately sized pull box. D. All conduits will be PVC Schedule -40 or better unless specified otherwise. If steel or iron pipe is used between the building and the property line, the pipe must be kept free from contact with any reinforcing steel or other conductors within the building foundation wall. E. Conduits) will be furnished and installed by contractor for the exclusive use of Century.ink Communications. F. Conduits) placed in the same trench with power supply conductors/conduits must be separated by a minimum of 12" of compacted soil or 3" of slurry encasement and have minimum depth of cover of not less than 24" on private property and 36" of cover at the property line. G. Labs, water/gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for use by CenturyLink communications. H. All phone and cable TV conduits, pedestals and appurtenances shall be installed in accordance with CenturyLink's design specifications and shall be reviewed and accepted by CenturyLink. I. Contractor shall provide and install pull string in all conduit. SEDIMENT CONTROL 1. Install and maintain sediment control measures in accordance with these approved plans and as needed to control sediment. 2. All proposed sediment control measures are temporary measures unless specified otherwise on plans. 3. Sediment control measures may require minor field adjustments at the time of construction to insure that their intended purpose is accomplished. engineer's approval will be required for any other deviation from the approved plan. 4. Provide regular inspection and maintenance of all sediment control measures to insure that sediment control efficiency is obtained until final stabilization of site has taken place. 5. Install sediment control measures at the onset of grading operations so that effective sediment control can be achieved during the entire grading operation period. 6. Stabilize all points of ingress and egress with crushed stone until just prior to paving operations to prevent tracking of mud onto public ways. 7. During earth moving operations, maintain the site in a rough grade condition so the stormwater does not immediately run off, but is detained in pockets and allowed to seep into the soil. 8. The term "revegetation" on this plan means the successful germination and establishment of stable grass cover from a properly prepared seedbed containing the specified amounts of fertilizer in accordance with applicable "standards and specifications". 9. Approval shall be requested upon final stabilization of all sites before removal of sediment controls. 10. The Contractor is responsible to install and maintain sediment control measures to insure that sediment -laden water does not leave the site. Certain sediment control details have been shown on the detail sheet. These details may not be all the measures necessary to provide adequate sediment and erosion control. PHASE 1 AVON , CO DEVELOPMENT PLAN SUBMITTAL AVON ROAD lvO�IW 1-70 No. SITE iml SHEET INDEX CIVIL NOTES C1.0 EXISTING CONDITIONS C1.1 DEMOLITION PLAN C1.2 STEEP SLOPES C1.3 SITE LAYOUT C1.4 GRADING & DRAINAGE C2.0 - C2.2 HIKING TRAIL C2.3 - C2.4 STORM SEWER C3.0 WATER & SEWER C4.0 SHALLOW UTILITIES C5.0 EROSION CONTROL C6.0 ARCHITECT, TAB ASSOCIATES CIVIL ENGINEER, ALPINE ENGINEERING, INC. TOWN OF AVON, ENGINEER WATER & SEWER, ERWSD ELECTRIC, HOLY CROSS ENERGY COMMUNICATION, COMCAST COMMUNICATION, LUMEN GAS, XCEL ENERGY PROJECT CONTACTS GREG MACIK MATT WADEY JUSTIN HILDRETH_ TUG BIRK TODD FLORAL GREG AYLESWORTH AL PEREZ BRITT MACE 970-748-1470 970-926-3373 970-748-4045 970-476-7480 970-748-4307 720.557.0060 970-589-4536 970-262-4032 HOLY CROSS ENERGY CONSTRUCTION SPECIFICATIONS I. TRENCH AND CONDUIT 1. The developer or contractor will contact Holy Cross Energy before conduit and vault installation begins to schedule a pre -construction meeting with the project inspector. 2. Changes in power facility construction from that shown on the project plans will not be made without advance approval from the Holy Cross Energy inspector. 3. Holy Cross Energy material shall not be moved from the project to which it was assigned without the advance approval of the inspector and the completion of necessary paperwork. Holy Cross Energy material shall not be installed for any use other than construction of power facilities. 4. All roads will be built to subgrade and all drainages will be constructed to grade before any vaults or conduits are installed. 5. All trench will be excavated deep enough to ensure that the top of installed power facilities will be 48" below final grade. Special care must be taken to insure that the top of conduits will be 48" below the bottom of drainage ditches and all other low areas. 6. Trench will be as straight as possible between vaults and shall have a smooth bottom free from low and high spots. Six inches of road base will be placed the entire length of the trench and well compacted prior to conduit installation. When placed in the trench, the conduit shall be in continuous contact with the compacted road base with no hold down weight added. Twelve inches of road base, as measured from the top of the conduit, will be placed on the conduit and well compacted prior to returning any native backfill to the trench. Large rocks shall not be placed directly on the road base layer. Care must be taken to avoid conduit damage during backfill and compaction; conduits found to be unusable at the time of power cable installation will be repaired by the developer or contractor before power can be made available. 7. Power facilities to be placed parallel to deeper utilities will have a horizontal separation from the deeper utility greater than the depth of such utility below final grade less four feet (see attached drawing). When crossing a deeper utility is unavoidable, the crossing will be made as close to perpendicular as possible. 8. Power line conduits will be installed with a minimum separation of 12" from all other new or existing underground utility lines. Wherever possible, this separation will be horizontal. The power line separation from plastic gas lines will be greater than this minimum wherever practicable. Power line conduits will be located deeper in the trench than the facilities of all other utilities unless the inspector grants a waiver prior to the start of construction. 9. Backfill and compaction above the road base layer will be as required by the governmental entity or other party having jurisdiction. 10. Conduit bell ends will not be allowed in the vaults. Holy Cross Energy will supply factory couplers, 90°, 45°, and 22 J' elbows as needed for job. Non -factory bends and heated bends will not be allowed. No more than two 90' elbows will be allowed in a conduit run of 500 feet. The conduit shall run straight between factory bends. Allowed bends must be further than 5' from a vault. Factory elbows supplied must be used intact; they cannot be cut to make a lesser bend. Bells will not be cut off conduit sticks to use as couplers. Holy Cross Energy elbows and pipe will be used only for the power facility installation. 11. The conduit will not be backfilled without the Holy Cross Energy inspector seeing all joints unless the inspector gives prior permission. All joints shall be completely seated to the line marked on the male end of the conduit after sufficient glue is applied to both conduits being jointed, even in areas where the trench cannot be excavated completely straight. Glue in the joint shall be allowed to completely dry prior to any stress being applied to the conduit on either side of the joint. Trench backfilled without the inspector viewing each joint or giving prior permission to cover the conduit will be re -excavated to expose the conduit, or the contractor will put a camera through each conduit in the span which was prematurely backfilled to verify the joint seating and conduit condition. The camera verification will be witnessed by the Holy Cross Energy inspector. 12. Individual conduits shall enter each vault at a consistent location. There is to be no crossing of conduits in the trench. Pull string shall be installed in all conduit. 13. Both ends of a conduit run shall be securely plugged at the time of installation with Holy Cross Energy supplied material. Conduit ending outside a vault shall be marked with a 4" x 4" post or other approved method. 14. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" to 24" above the conduit during backfill. 15. At completion of the job, the inspector will do a final inspection. If the job does not meet with Holy Cross Energy's specifications or the approval of inspector, service will not be provided until specifications are met. II. VAULTS 1. Vaults shall be installed as follows: A Splice vaults shall be installed with the manhole lid grade being slightly above final grade of the surrounding area, except when the vault is in a roadway, the manhole lid grade shall match the grade of the finished roadway surface. B Splice vaults located in roads or other sloped areas will be installed so that the concrete base and lid are at the slope of the surrounding area. Vaults placed in roads will not be located in areas normally traversed by vehicle wheels. The inspector must approve all vaults installed at a slope. C Transformer vaults and switchgear vaults will be installed with the bottom of the lid at final grade. The lid will be level. D Where transformer and switchgear vaults are set into hillsides or sloped cuts, the downhill side of the vault will be graded according to C above. The slope behind the vault will be laid back sufficiently to prohibit soil or rocks from sloughing onto the vault. If the slope cannot be laid back far enough, a retaining wall shall be constructed behind the vault at the direction of the inspector. E All vault pads will be placed on the vaults at the time of vault installation to protect the public and wildlife, unless otherwise instructed by the inspector. The holes through transformer and switchgear pads will be covered at the time of vault installation with concrete pieces supplied by Holy Cross Energy, unless otherwise instructed by the inspector. F Large vault pieces shall be jointed with a tar type sealant provided by Holy Cross Energy, with the exception of the vault lid, at the direction of the inspector. 2. Holes knocked in vaults for conduit installation shall be as small as possible and shall be grouted closed on the outside of the vault prior to backfill. 3. Conduit shall enter vaults perpendicular to the vault wall, at least 2" from any adjacent walls and at least 2" above the vault base. There shall be a minimum separation of 1" between conduits. See vault drawings. 4. Conduit will extend 4" into the vault (measured from the inside wall of the vault) after backfilling is complete. 5. Ground rods in vaults for underground cable installation shall be laid in the trench with the conduits. The end of the rod shall extend approximately 6" into the vault through the conduit knockout. The rod will have a 45' bend located approximately 3" from the vault end, with the bend going away from the conduits. The bent end of the rod must be far enough from the vault wall to allow crimping the grounding conductor onto the rod. The rod must be at least 2" from the conduit at its entrance into the vault. See vault drawings. 6. After the vault has been set, pipes extended in and grouted and the ground rod is in place, vaults shall be swept out removing all dirt or rocks. Cleanup shall be completed to the satisfaction of the inspector prior to cable installation being scheduled. 7. Pedestals for other utilities shall not be located closer than 10' to a vault on sides where transformers or switchgear will have access doors. Pedestals shall not be located closer than 5' to a vault on sides where the pad -mounted equipment will not have access doors. WATER & SEWER NOTES 1. Water construction shall conform to Eagle River Water & Sanitation District's standards and specifications. 2. All materials and workmanship shall be subject to inspection by the district and/or its representatives. The district reserves the right to accept or reject any materials and workmanship that do not conform to district standards or specifications. 3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to any water line construction for a pre -construction meeting. 4. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. Contractor is to provide at least two ties from physical monuments to all fittings, tees, curb stops, valves and manholes. 5. Water mains shall be constructed with ductile iron pipe, AWWA C151, AWWA C111, class 52, pressure rating 350 psi. All water mains, fire hydrant lines and water service lines shall have a minimum cover of 7' unless noted otherwise. 6. All water mains shall be hydrostatically tested in accordance with ERWSD standards. Chlorine testing shall be done in accordance with ERWSD standards. 7. Provide thrust blocks and megalugs on all waterline bends and fittings per ERWSD specifications. 8. Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned, and additional bends may be required during construction. 9. Install 10 gauge insulated copper tracer wire along the water mains, and cad -weld, per current ERWSD requirements. 10. Verify all existing pipe invert elevations prior to construction. 11. As part of these plans, several adjacent properties will be disconnected from the existing water and sewer mains and reconnected to the new mains proposed herein. Prior to beginning any construction, Contractor shall provide to the Engineer, a sequence of construction that outlines the methods and procedures to be used that will maintain water, sewer and fire protection services to these adjacent properties. 12. Any service tap fees that may be required as part of these proposed utility installations are to be paid prior to making the connection to the main. 13. No fire hydrant extensions are allowed by ERWSD on new installations. 14. The center line of the fire hydrant discharge must be a min. of 36" above finished grade. Coordinate all fire hydrant locations in the field with TOA FD prior to installation of any hydrant. A dielectric fitting shall be installed between dissimilar metals. 15. 16. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards and specifications. All sewer mains and service lines proposed herein shall conform to ASTM D2241 "Standard Specifications for PVC, pressure rated pipe (SDR Series)" and shall be constructed to the lines and grades shown herein. 17. All materials and workmanship shall be subject to inspection by the districts and/or their representatives. The district reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or specifications. 18. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any utility construction. 19. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. 20. The contractor shall verify existing pipe or manhole inverts at tie-in points prior to construction staking_ 21. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and Town of Avon requirements. Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 12 inches. Manhole steps shall conform to OSHA step standards. 22. The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical. Manhole inverts shall be constructed with a smooth trowel finish and benches shall be finished with a light broom non-skid finish. All concrete for manhole construction shall be made with Type II cement with a minimum 28 -day compressive strength of 3000 psi. 23. All pipe shall be constructed with pipe bedding as shown in the sanitary sewer plans and details. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction. Attachment D A 0 TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com CD � N ► E CN (n V 00 0 M LEE 0 0 0 0 \O\ E M V ■_ s L �=1 CD O 0 tTJ CD 00 0 3 PO4 M Revisions: INol Description I Date Issue Dates: MDP 07/16/21 lSheet Title: Civil Notes ALPINE %EI ENGINEERING INC. 34510 HWY 6 /UNIT A9 / PO BOX 97 EDWARDS CO 61632 / 970.926.3373 WWW.ALPINECIVIL.COM Project 1722 Sheet No: C 1.0 m 3 0- 00 A r- 04 N O N m r- \ \ ""I� ", __ \ ____ '�__, ___ N'II`111_� \ \ e -4 -,Ss S \ \ ES EXI \ eS - , 1 ,& / T Ef "_� \ \\ EXISTING / Fq� GUARDRAIL Fni FGA \ FS \ FG US HIGHWAY 6 IMPROVEMENTS BY THE ASCENT PROJECT R/M X0.31 � INV /N 744001 \ INV OUT 743; \ i / \ R/otiT o . ..., . . :.\ EG F� \ \ F wq y 42V .. ,.,.'\ \ 4 _ \. \\ K \ \ ..I.: \ \ \ - - �XI�TfP�G M ,. \ .... / — _II`iI , -, . 111� .� \ \ \ \ FS EASTING WATER- \ . �\\F,oh, \ F \ \ EXISTING SOLID % � � SERVICE \ \ \ \ � \\ � 1-31,1 G 4' , WHITE LINE / ____ \ \ C (). �✓� \ / / __��o----_ \\\\ \\\ Fp tii \ \\. \ \ \ I=_tW1IN=Eral :4Z EXISTING TELEPHONE VAULT --a� GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. NOTES: 1. EXISTING CONTOURS AND SITE FEATURES SHOWN WERE PROVIDED BY INTER -MOUNTAIN ENGINEERING, LTD. CONTOURS AND SITE FEATURES HAVE NOT BEEN FIELD VERIFIED BY ALPINE ENGINEERING, INC. 2. CONTOUR INTERVAL IS TWO FOOT. 3. EXISTING STRIPING SHOWN HERE IS BASED UPON FIELD MEASUREMENTS AND OBSERVATIONS. IT HAS NOT BEEN FIELD SURVEYED. i .. / \ �.:.. \_ - \ \ \ \ \ \ \ c �\\ GUARDRAIL (TYPICAL) / EXISTING SIGN � \ - \ \ \ \ Fp ✓ GUARDRAIL NTINUES WEST I-, E-XfSTtNG EDGE OF t�0 \ F \ FROM ENDS WN HERE. f : �� 6.::':. _ / X464 _ - - \ 4✓ EDGE OF EXISTING _ \ \ \ \ \ �\ / \ \ PAVEMENT, TYPICAL ... \ \ F < \ \ X84 �� 4✓ �' •`' " % - EXISTING 10" PVC_ EXISTING DOUBLE \\ \ \. - . A I l .:f.'` - - - - SEWER SERVICE \ - - YELLOW LINE \ \ �'� \ \ \\ . \� a �--- — --__ p d F�, \ of _ _ _ - - \ - 'EXISTING SOLID - _ \ \_\\ o \ \ q y �\ 30 rr :- -- - `-- WHITE LINE �- -- \ yA) . — \ \ — MH ,:j.:..... � - �� � RIM \\ `— INV OUT 18" r .:.. ,. — — - \ c �/ INV /N 74 .16 �\ CMPa7460.5 _ ' _ \ " \gyp Cb F� INV OUT 7 09 \ . 1. / \ \ - - - _ - - \ \ �EXIISTING STORM PIPING - \ \ \ \ _ _ - - - 6XISTING \ ���-� 1 \ ��\ - ---- -\\ \\ / TELEPHONE -__ N\\ \� \\ F� - \ C � - \\ �,PE6ESTAL ---\• \\ \� �\� \ � Q T� - _` \ \\\ �� ��� ----�\ , \\\��\�� \ \ �, P�,o _ CTS �� EXISTING \ \ EXISTING SOIL NAIL \ \ \\ \\ 1 \ \ � TELEPHONE VAULT \\ \ \\_ --SKORING WALLS � �'----- \ \ \ �\�\\ \G° \ \ \ � - t_ __ \- \\_ // �� EXIStN�\ \ • \ \\\� � _ CTV \ \ \ \\ - - - - - - - - I i - UNDERGROUND \ \ �\ \ \ �� \ \ v \ \ � C . -_ - \ GAS'IGIV \ \ \ X \ \ \ cT V — \ F4 \ c ���=J - \= \\\\_\\ \\ \\ \- \\\ / / �� -\\ \ \ \ \ \ \ \ \\ , _� \ EXISTING � _ \ \ _ - 7 i \ \ \ \�k\ \ \ _,� GUARDRAIL g6 — \ _— \_ — _ \ \ _ \ EAGLE BEND \• � - \ \ = \ - = \ - i i \ j \ \ \ \ \ . \ \ \\ / .�� \ \ _ \ \ EXISTING \ - - \ \ \ \ -, \ \ \ \ - \ ` \ \ \ \ \ \ - - / / \ \ _/ \ \ \ \ \ \ \ \ \x \ 461• ES\ \i 7\ F�✓ J F7��, TRANSFORMER APARTMENTS \ \ \ \ \ \ \ \ �X \\�\ \ p \ -\ _-\\- \-__ \__ � �__��\ \\\ \\\ --__-- � \ \ \ \ \ \ \ \ \ �, \ \ \ \ \ \ EXISTING BUS \ \ \ - - \ \ _ \ \ - - - - _ \ ` N \ \ \ \ \ _\ c� Fl✓ FQW \ STOP EDGE OF EXISTING \. \ '�` \ \ \� \— — _ _\ \ \ — / - --- \ \ \ � \ ,"* NFFA \\\ \� `\\ \\- \ _ \' \ \\ \ \ \�\\ \ \ \ \\ \ \�'�h' '�S \ PAVEMENT, - - \ - \ 1 \ EXISTING CABLE - \ k y \ \ _ — --\ \ \� — _ — \ / FOLSOIV� \ \ \ �. b��_ F F F \ TYPICAL ,\ \ - - - - - - - \ i i \ \ TV PEDESTAL \ ;��'` S C !✓ Q \ \\-__-�- --- -\- �\ \ \ \ �- �\ \ \ \ \ �-� k \ \ �' \\ �.\\ \\\—\__—_--� -_ —____ _ -- _ — CROP, FiTY \\ \ 18 c;��P� -� k \ F — o \ \ \ \ \ \ _ \ \ �� \ \ \\ \ \ \ � \ \ \ \ \ \ _ \ \ \ �\ �` 18r \ \ \ \ f^ _ �_�___�_- _-___--_�__ \ \ \_- - --_ T��ION \ \ \ _� INV -7461.00 \ _ � . 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\�----��(�\ \\\\\\\\\\\\\�\\ \ \ \\� \ \ \ \ EXISTING - \ \ \ 0(l \� \\\ \ --,'�,, \ \ \ \\\- _--- _ \\ \\\\\\\\\��\\\\\\�� \- \ \\\\\ \\ \ \ \ \ \ PEDESTAL\ \J '-\ \ \/ /�\\ I�\- - SOF ,o — \\\ \\ \ \ \ - �_., \\\\\\\\\\\ \\\ \\\ \\ \ \ \ — \ / \ \ / — \�__�\\ RI �c F \ \\\ \ \ \ \ \ \---------_ \ \ \ \ \ \ \ \ \ \\\\\\\ \\ \ \ \ \ \\\\ \ \ \ \ \ \\ —\ \ / \\ _— \ 1✓ \ \\\\ \ \ \\\\—\ — ------ \ \ \\\\ \ \ \\ \ \ \\\ \\\ \\ � \ y\ \ \\ \ \ \ \ \ \ \ \ �\ \ / ` — — \\ \ \ \ \ \ \ \ \ \ — _—_—_— \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ & \ \ \ \ \ \ — — — 1\\ \ \ \ \ — \\\\\ \ \ \ \ \ \ \ \ \ � r\ Fi, \ \ \ \ — — \ \ ---- ---- \\ \\\\\\\\\ \\\ \\� \ C� — \\ \ \\ \ \ —\ \ — -- \\\\\ \\ \ \\ \ \ \ — \\ \ \ \ / —_ _ _ _ _ _ _ _ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ — \ \ \\\ \ \ \ \� //-------�—\ \\\ \ \ \ \\ \ \ \ \ \ \ \\\\\\\ \\- \� \ \ \\ \ \\\ \ —__ ___ %\— --� --- � \ \ �\ �i \\ \ ------ _lq \\ \\\\\\ \\\\\\\\\\\\\\\ _ r \� \\ \ \\ \ \ — //-- ------ %�.\ \\ \\\\\\ \\fit.\ \\ \\ \ \ \ —\ \ \� __ — r \— -7480 �\\ \ \ \ \ \ — \ —/�\ \\ \\\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ — \ \ \ \ \,--,-=-------------- — — — — — — — \ \ \ \ \ — _ — — — — — \ \ \\\\\ \\ \\\ \\\\\ \\\\\ \ \ \ ,-`\\\ — \ \ i/ / — — — — — — — — � — \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ — _ _ \ \ _ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ '' \ \ \ \ — — — - \ , \ — \ \\N \ \ �//------- ------ \\\\\ \\ \\\\\\ \\\\\\\ \\\ \ - \ \ \ \ \ \ --_ E�lSIlN�EEN�E— — ,-11 \ \ \ \ \ \ \ \ \ — — — — _ '� \ /� , -� \ \ \ \ \ \\ \\ \ \ \\ \ \ \ \ \ \ \ \ \��-�� \ \ \ \\ \ \�\ \ \ \ \ \ \\ \ i�� — _ _ — \ \ \ \ / — — — \ \\ \\ \\ \\\\\ \\ \\\\\ \\\`J\\\\ \ \ \-- �\ \ \ \ \ \ _ — — —_�_\ \ _\ \\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ��\ \ \ \ _ — \ — — — — — \ - — — — \ \ _ \ -- — \\\ \\ \\ \\ \ \\ \ \ --- \\\\\\\\,\ \ \ \ -- \ \ \ - ---- -- \\\\\ \\ \\\\\\ \\\\ \\\\\ \ \\ \ \ \ \ \ \\\\\\ \\ ' \--- � \ _ \ \ \-- —� \ — — — \ \\\\\ \\ \ \ \\ \\\ \ \ \ \ \ \ \ \ — \ \ — \ — \ — \ \ \ \ \ \ — \ — \ \ \ -- — �4 \ \\ \\ \\ \\ \\ \ % \ \ \ \ �\\\\\\\\ \\ \ \ \ \ \ — ---- — \ — \ -� — \\ \\\\ \ \\ \\ \\ \ \\ \\\ \ \ \\ \ \ \ \ \ \ \ \ \ \ — \ \ \ \ \ \\J — — \ — — — — _ — \ X750 \ — \ \ \ — — — — \ \\ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �— \ \ \ . � _ \ — \ — — — — — — — \ O - � \ \ �— \ \\ \\\\ \ \\ \\\\ \\ �\ \\ \\\ \ \ \\ \ \ \ \ \ \ \ \ \_ \ \ � \ \ \ \ \ �\\ \' \ \ \ — — _ — \ — — — \ \ — �� \\ \ \\ \\\\ _\ \\ \\ \\ \\ \\ \ \ \ \\ \ \ \ \ \ — \ — \ \ \ \ \�i;� ` \ \ — — — — — — — \ _ — \ — _ — __ -­--_,-- --- ---"- --- ___ ,;:��—_ \\ \ \ --�, \\\\\ \\ \\ \ \\ \\ \�\ \ \ \ \\ \ \ \ \ \\ \\ \\ `\\ �_ _ - _ _ _---- _ _ _ "111 \ \\ \\ �\ \ \ �\ \\ \ \\ \N'I\ \\ \ \ \ \ \_ \ \ \ \ \\ � __ � \ \ _\ \ \ __ \—'_i - . \ — � \ \ � — — — �_ \ — — — _ — J — �O _ \ — / � _ \ \\ \� -\ \ \ \ \\ \ \\\ \ \ \\ \ \ \ \ \ \ \ — \ \ \ \ \\ \ \ � \ _\ _\ \ \ \ \ \ \ . \ \ \ _ _ — — \ \ 75 — \ — — — — \ \\ \\ \ \ \ \ \ ?�`\ \\ \\ \ \\ \ _\ \ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \L\ \ \ \ \ ` ` J- _ —_ I��ET-— \\\ \\\\ �\\\\��\� \\ \\� \\ \ \\� \\ \\\\� \ \� � �\ \� \ \ \_ Z:: — -- —� �_�7�+=fir -'_--—I�_�_— \\\ \ \\ \ \ \ \\ \ \ \\ \ \ \ \\ \ \ \ \ \ \ �?\\ \ \ \_ �_ —_ —_ —��` �_��� -,,N ,,�,, \ \\ \ \ \\ \\ \ \ \\ \ \ \\ \ _\ _\ \\ \ \\ \\ \ \ \ ---:- � \ \ \ \ \ — — _ —r .�._ � �Q,, _ \ \ \ \ \ \ _ _ _ _ _ _ _ _ \\\ \\ \\ \S�Cj \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ - \ \ - - 40 _- -� '� - \\\ \\ \\ \\\\ \\\ \ \\\\ \\\ \\ \ \ \ \\\ \ \—\ \ \ \\ \ \ � 75� ` — \ \ \ \ \ ,,,� \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ _ _ — — — , � , — \T' — \\\ \- \\ \ \ — \ \ \ \ \ � \\ \\ \ \\ \ \ \\ \ \\ \ \ \ \ — — — \ \ \ \ iR \ \ \ --- \ \ \ \ \ \ — — — — — — --_—__ _ — _ \\\ \ \ \ \\ \ \ \\ \ \ \ \\ \\ \ \\ \\ \ \ \\ \ \ \\ \\ \ —� �- _ — \\ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \\ \ \ \ � __ ` \ — _�75Ji0 — � _— \ \\ \ \ \\ \ \ \ \\ \ \ \ —_ - \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ —_ \_ \ \ - � \\\ \\ \ \\ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \ � � � \ �'�= — — — � — = \ \ \ \ \ i , — _- — - — — — — — \\\ \\ \\ \ \\ \\\\\\ \ \\ \\\ \\ \_\ \— —�_-- —\\ \ \ �iGc� —__ \\ \\ — \ \\ \ \\ \ \ \ \ \ \ \\ \ \\ \ \ \\ \ — �— — \\ \ \ \ \ _- 756 �i _ _ _f _7i — _ \\ \\ \ \\ \\ \ \ \ \ \ \ \\ \ \ \ \ — _ � — — — \ \ \ \ \ \ __ — \ \\\ \\ \\ \ -- \ \\\\\\� \\ \\\\ — — ___ i I — \� \ \ \ \\ \ \\ \ \ �� \ \ \\ \\ — � ---- \\\\ \\ \\\ \ \ \- \ \\\\\ \ \ \ \ \ \\— =-75 _— ------ \ \ \ \ \ \ \ \ \ — — -- --- -,- \\ -,�- \\\ \ _\_\ \ \ \\ \ \ \\ \ \ \ \ \\ \ — — _ _� \ \\ - _--_--- _ \\\\\\\\� -- _-- \\ \ \\ \\\ �\__ �� \ \ \\ \ ___7580—_-_ /�----- \ \ \ \ \,� -- i --- — \ \\ \ \ \ \\ \ \ \ \ \ \\—_ � � \ \_ ——_� // — — —� Attachment D TAB Associates + DTJ DESIGNI 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. t a b a s s o c i a to s. c o m Seal 0 QJ0 CD 13 E W ■ V TIIIIIIIIIII` co a� o ■� r wo ru M 4=0 �: O ao O mm, , �Imm V V 0% 2 + r. 0 mte 0 Q o E w 0 =>% L ■—�: M V 111111111111111111111 s LIIIIIIIIIIIIIIIIII .ai _ � V o iiiina to qq (1) C 00 P4 M 03(a) Revisions: -INol Description I Date Issue Dates: MDP 07/16/21 Sheet Title: Existing Conditions ALPINE //////,A E I ENGINEERING INC. 34510 HWY 61 UNIT A9 I PO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C1.1 LEGEND = PROPERTY LINE = ADJOINING PROPERTY LINE — :7618 = EXISTING 2' CONTOUR — 19 — = EXISTING 10' CONTOUR I = EXISTING WATER EW 1� —RC� = EXISTING SEWER O= EXISTING SEWER MANHOLE — — = EXISTING EDGE OF PAVEMENT = EXISTING STRIPING = EXISTING CULVERT 0 0 n n = EXISTING GUARDRAIL X X = EXISTING FENCE ❑ TELE O = EXISTING TELEPHONE PEDESTAL OR VAULT CATV = EXISTING TELEVISION PEDESTAL (CATV) GV = EXISTING GAS VALVE ___CT_ = EXISTING SIGN * = EXISTING LIGHT VE = EXISTING ELECTRIC VAULT NOTES: 1. EXISTING CONTOURS AND SITE FEATURES SHOWN WERE PROVIDED BY INTER -MOUNTAIN ENGINEERING, LTD. CONTOURS AND SITE FEATURES HAVE NOT BEEN FIELD VERIFIED BY ALPINE ENGINEERING, INC. 2. CONTOUR INTERVAL IS TWO FOOT. 3. EXISTING STRIPING SHOWN HERE IS BASED UPON FIELD MEASUREMENTS AND OBSERVATIONS. IT HAS NOT BEEN FIELD SURVEYED. i .. / \ �.:.. \_ - \ \ \ \ \ \ \ c �\\ GUARDRAIL (TYPICAL) / EXISTING SIGN � \ - \ \ \ \ Fp ✓ GUARDRAIL NTINUES WEST I-, E-XfSTtNG EDGE OF t�0 \ F \ FROM ENDS WN HERE. f : �� 6.::':. _ / X464 _ - - \ 4✓ EDGE OF EXISTING _ \ \ \ \ \ �\ / \ \ PAVEMENT, TYPICAL ... \ \ F < \ \ X84 �� 4✓ �' •`' " % - EXISTING 10" PVC_ EXISTING DOUBLE \\ \ \. - . A I l .:f.'` - - - - SEWER SERVICE \ - - YELLOW LINE \ \ �'� \ \ \\ . \� a �--- — --__ p d F�, \ of _ _ _ - - \ - 'EXISTING SOLID - _ \ \_\\ o \ \ q y �\ 30 rr :- -- - `-- WHITE LINE �- -- \ yA) . — \ \ — MH ,:j.:..... � - �� � RIM \\ `— INV OUT 18" r .:.. ,. — — - \ c �/ INV /N 74 .16 �\ CMPa7460.5 _ ' _ \ " \gyp Cb F� INV OUT 7 09 \ . 1. / \ \ - - - _ - - \ \ �EXIISTING STORM PIPING - \ \ \ \ _ _ - - - 6XISTING \ ���-� 1 \ ��\ - ---- -\\ \\ / TELEPHONE -__ N\\ \� \\ F� - \ C � - \\ �,PE6ESTAL ---\• \\ \� �\� \ � Q T� - _` \ \\\ �� ��� ----�\ , \\\��\�� \ \ �, P�,o _ CTS �� EXISTING \ \ EXISTING SOIL NAIL \ \ \\ \\ 1 \ \ � TELEPHONE VAULT \\ \ \\_ --SKORING WALLS � �'----- \ \ \ �\�\\ \G° \ \ \ � - t_ __ \- \\_ // �� EXIStN�\ \ • \ \\\� � _ CTV \ \ \ \\ - - - - - - - - I i - UNDERGROUND \ \ �\ \ \ �� \ \ v \ \ � C . -_ - \ GAS'IGIV \ \ \ X \ \ \ cT V — \ F4 \ c ���=J - \= \\\\_\\ \\ \\ \- \\\ / / �� -\\ \ \ \ \ \ \ \ \\ , _� \ EXISTING � _ \ \ _ - 7 i \ \ \ \�k\ \ \ _,� GUARDRAIL g6 — \ _— \_ — _ \ \ _ \ EAGLE BEND \• � - \ \ = \ - = \ - i i \ j \ \ \ \ \ . \ \ \\ / .�� \ \ _ \ \ EXISTING \ - - \ \ \ \ -, \ \ \ \ - \ ` \ \ \ \ \ \ - - / / \ \ _/ \ \ \ \ \ \ \ \ \x \ 461• ES\ \i 7\ F�✓ J F7��, TRANSFORMER APARTMENTS \ \ \ \ \ \ \ \ �X \\�\ \ p \ -\ _-\\- \-__ \__ � �__��\ \\\ \\\ --__-- � \ \ \ \ \ \ \ \ \ �, \ \ \ \ \ \ EXISTING BUS \ \ \ - - \ \ _ \ \ - - - - _ \ ` N \ \ \ \ \ _\ c� Fl✓ FQW \ STOP EDGE OF EXISTING \. \ '�` \ \ \� \— — _ _\ \ \ — / - --- \ \ \ � \ ,"* NFFA \\\ \� `\\ \\- \ _ \' \ \\ \ \ \�\\ \ \ \ \\ \ \�'�h' '�S \ PAVEMENT, - - \ - \ 1 \ EXISTING CABLE - \ k y \ \ _ — --\ \ \� — _ — \ / FOLSOIV� \ \ \ �. b��_ F F F \ TYPICAL ,\ \ - - - - - - - \ i i \ \ TV PEDESTAL \ ;��'` S C !✓ Q \ \\-__-�- --- -\- �\ \ \ \ �- �\ \ \ \ \ �-� k \ \ �' \\ �.\\ \\\—\__—_--� -_ —____ _ -- _ — CROP, FiTY \\ \ 18 c;��P� -� k \ F — o \ \ \ \ \ \ _ \ \ �� \ \ \\ \ \ \ � \ \ \ \ \ \ _ \ \ \ �\ �` 18r \ \ \ \ f^ _ �_�___�_- _-___--_�__ \ \ \_- - --_ T��ION \ \ \ _� INV -7461.00 \ _ � . 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\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ —_ \_ \ \ - � \\\ \\ \ \\ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \ � � � \ �'�= — — — � — = \ \ \ \ \ i , — _- — - — — — — — \\\ \\ \\ \ \\ \\\\\\ \ \\ \\\ \\ \_\ \— —�_-- —\\ \ \ �iGc� —__ \\ \\ — \ \\ \ \\ \ \ \ \ \ \ \\ \ \\ \ \ \\ \ — �— — \\ \ \ \ \ _- 756 �i _ _ _f _7i — _ \\ \\ \ \\ \\ \ \ \ \ \ \ \\ \ \ \ \ — _ � — — — \ \ \ \ \ \ __ — \ \\\ \\ \\ \ -- \ \\\\\\� \\ \\\\ — — ___ i I — \� \ \ \ \\ \ \\ \ \ �� \ \ \\ \\ — � ---- \\\\ \\ \\\ \ \ \- \ \\\\\ \ \ \ \ \ \\— =-75 _— ------ \ \ \ \ \ \ \ \ \ — — -- --- -,- \\ -,�- \\\ \ _\_\ \ \ \\ \ \ \\ \ \ \ \ \\ \ — — _ _� \ \\ - _--_--- _ \\\\\\\\� -- _-- \\ \ \\ \\\ �\__ �� \ \ \\ \ ___7580—_-_ /�----- \ \ \ \ \,� -- i --- — \ \\ \ \ \ \\ \ \ \ \ \ \\—_ � � \ \_ ——_� // — — —� Attachment D TAB Associates + DTJ DESIGNI 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. t a b a s s o c i a to s. c o m Seal 0 QJ0 CD 13 E W ■ V TIIIIIIIIIII` co a� o ■� r wo ru M 4=0 �: O ao O mm, , �Imm V V 0% 2 + r. 0 mte 0 Q o E w 0 =>% L ■—�: M V 111111111111111111111 s LIIIIIIIIIIIIIIIIII .ai _ � V o iiiina to qq (1) C 00 P4 M 03(a) Revisions: -INol Description I Date Issue Dates: MDP 07/16/21 Sheet Title: Existing Conditions ALPINE //////,A E I ENGINEERING INC. 34510 HWY 61 UNIT A9 I PO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C1.1 \ \ \\ \ \ / \\" ____ :�-_� -I----,--__ \ __ _____ __ '�. - 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BE AWARE \ \\ayV \� - \ \ \ \ �' THAT CURB/GUTTER MAY HAVE \ _ \� \� S \\ \ \ EXISTING SNOWMELI TUBING. \ \\ �� F,ohy EG \ l \_ \ \ \\ \� � - COO DINATE WITH ADJACENT \ \ _ - -\ .� // � \\\\_ ,a ` \F,oFG �\ \ \ \ / - - e ti tii \ \ G :;. I'll � _ _ - � � � � _ _ \ \ _- _ _ � ~\ t FC �y - eQ4' - REMOVE (GRIND FF) \ V` R/ \/�j� , F E10 �/ F �� APPROX. 68 LF OF \ / / EXISTING SiGIV� \\ \\ G'�i . \ \S \ \ \ EXISTING WHITE SH LDER \ // �_-------- __-- (TO REi►IAQ>% \\\ \\\L�/a`F\\ \�G�HC4; �F�, �`' STRIPE \ \ I '% / _ — \� "*� \ _11\ ___ _\\ --__\ \\ \ �,\F -'fly\ \ Fw \ \ TREES TO REMAIN, PROTECT - \ \b \ \ \ A`� l \ \ R DURRI 10- GONSTRUGTION (RE: - \ _ >�. - _ \ \ \I- \ \ / Fw \ \ /G,h'T --_1=ANDS-- ---746 \\ = --� \ \ \ \ \ \ \ \ OF --- \ —, —_ \ -� \\ \ Fw \ \qy — �/ � '------ I --__ r"___ f — • ■ 1hqWkM1SR'__ - - RIAr,7462.79 __'� _ __," . %I -yam A' • klif.plkv_*_0117� _3141k�,!Ihfflldkl�' INV OUT 7453,09 ✓V OUT 7460.5 --a� GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. LEGEND = PROPERTY LINE — — = ADJOINING PROPERTY LINE X61-8- = EXISTING 2' CONTOUR — ;�62�&-- — = EXISTING 10' CONTOUR EW EW— = EXISTING WATER 1 ESS ESS � = EXISTING SEWER O= EXISTING SEWER MANHOLE — = EXISTING EDGE OF PAVEMENT = EXISTING STRIPING 111111- = EXISTING CULVERT n n n n = EXISTING GUARDRAIL — X — X — X — = EXISTING FENCE ❑ TELE O = EXISTING TELEPHONE PEDESTAL OR VAULT CATV = EXISTING TELEVISION PEDESTAL (CATV) GV = EXISTING GAS VALVE ___0__ = EXISTING SIGN * = EXISTING LIGHT VE = EXISTING ELECTRIC VAULT NOTES: 1. EXISTING CONTOURS AND SITE FEATURES SHOWN WERE PROVIDED BY INTER -MOUNTAIN ENGINEERING, LTD. CONTOURS AND SITE FEATURES HAVE NOT BEEN FIELD VERIFIED BY ALPINE ENGINEERING, INC. 2. CONTOUR INTERVAL IS TWO FOOT. 3. EXISTING STRIPING SHOWN HERE IS BASED UPON FIELD MEASUREMENTS AND OBSERVATIONS. IT HAS NOT BEEN FIELD SURVEYED. O O t - - _ _ _ - - _ - \ \ _ \ - - RELOCATE EXISTING T`LEPHON \ _ � . \� ` / - -- --- \ \ _-_-- \\ \\- PEDESTALS _ \\ - -, \ `h CTV \ \ _ \\\ \ - \�\ \\ \`\ \ \\ \ \ \ \ - \\\ \\ `\\/ �-\\\\\\ `\\ � \�\ \ Iy \\ C \ \ \\ \\ \ \ \\\ \ \ __ \ \ \\ \\ \\ \---- \ \ \ \\\ \ \ \��? \ \ _ _ Q�� \ �Z � _ \ \ \ _ \ \ \ \ \ \ \ \ - 1 - __ - - _ REMOVE EXISTING \ \ ' \ \ \\ - - \ � \ _ FQ� \ CT �.' :_ - -- -\\\ \ \\\\ \\\\ \\\\ \-------- - __/ UNDERG�OUNu GAS SIGN \ \\ \ \ 1 \\\ \\ EAh, F�,� \ C✓ -V \ \ V f — — —— ^\ \\ \\\ \\ �� \ \ \\ \ \ -, \ . 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WIF \ —\\ \_ \lam �\_ �\ \\\\ Epy �R/.0 \ \ \ -- \ \ \ \ \ ------ _� \1. \ \\ \ \ ,QF'EXISTING S MAIL \ —� _ --- �. --- '-�"""-" \ \ \ \ \ _ \ \ \ _ \ \ - ------ _ \\ \\ \� \\ \\ \ \\ \\\ \ \ \ \ \ \ _ _ yl7 \\ \ A q \ _ _ _ \ \\-----_-- - �\ \\ \\ \\ \\ \ \\ \\ \ \ \ \ \ \ FOR DRIi'EwwAY \ \--- ��N — \ \ \ \ \ \\ \ \ \ \ \ --- — -- _ — \ \ \ \ \ \ \ \ \ \ \ \ \ � — _ — \ C \ _ — \ — _ — \ / \\\\ \\ S FA \ \ _ \ \ \ \ \ \ / �� _ \ \ \ \ _ _ \ \ \ \ \ \ _ \ _ \ _ \ — — — — — — — — — — — — — — — \ \ \ \ \ \ \ \ \ \ \ \\ \ \ _ �.-------------�Jr3( \ \ \ \ \ \ \ \\ \ \ \ — ACC�E �(PH7tS�2-1`@ @E \ — \ _ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ �46&f \ \ \� \\ \\ \� \\ \� \ \\\ \ \\ \ \\\_ \\\ \ \ — \ \ \ \� / \_— \_\� \\\\ \\_\\ \ _\ \ _\�---------------� \ \ \\\\\\\\\\\\\\\ \\ \\\ \ \ \ \ \ \ RI<CONFIGl1RE�Wh1 \ \_ \ \I\\ -,-- \ \\\ \\ \\ \ \ \\_\ _\ _\--------------- \ \\\\\\\\\\\\\_\\\\\\� '-� __ � -\\ \\\ \ \ AIEW`BIZIL�ING \\ \` \\ \\ �\J \ \ // ^�� \ \� _ _\\ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ / / \ \ - - � \ �/ F \\\ \\\\\ _ _\ \ _\ _ v/ --------- --\� _ \\___ \\\\\\\\\ \\ \\ \\\ \ "? \ \ \ \ \ \\ \ \\ \\ \\ �\ \ / \-- \\- \\\\\ \\ G \\ \\\ \ \_ \ \\ 'i----_______ - \\\ \\\\ \\\\\\\\\__--- \\� \\\\\ \ \_ \ \ \ \ \ \ \ \ \ _ \_l \ \ i -_-\\ \\ \\ FA A �C \ \ \ \ --- \-.1 -- - __� \ \ \ \ \ \ \ \ \\ \ \ \ _ __ \ \ \ \ \ \\ \ -, \\ \ \ \ \ \ \ \ \ \ \ \_ \\ \ �— \\\;;�\ ",- \\ v \\ �\\\\ \\\\\ \\\\_\��/------------- \\\\�\ \\\\\\ \\\\\\\ \\\\\\\\\ \\\\\ \\� \ \ \ \ \ \ \ \\ \\ \� \� J� \�--��� �_� \ \\ i T\\� \�IP F \ \ \ \ _ \ _ // — — — — — — — — — — — \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ _ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _� --�\\ \\\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\ _\_�-i//---------- \\\� \��\\� __ __ \\�\\\\\ 11 1-1 \\\\\\\\�S�\\\\ \\\ \ \ \ \ \ \\. \_ _\ --- - \� \_7480'_" \\\\\ \ F�A \_\__ \\`_// j----------- -�\\\� \�\\�\\\�� \\\\\\ \\\�\\\\\�\\' —, \�\\�\\ \\ \� \\\R'kMQVE EXISTING HEAVY \ \�--_-__i---- ,_ \ \ \ f _ �\\\\\ \ / / \ \ \ �E R�REEN TIMBER OhF `�- \ �\ / i ----_ — - -- \ \\� \ \ \\\ \ \\ \\\ \ \\\ \\�\\ \\ \\ \\ \ \ --- — _ \ \\ X490! 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V V 0% I,= %%. fmte / w E w 0 =>% L ■— M r�: V ■_ s � L E ■ 0 V o ' to rJ Iq CD C W 0" M LU U Issue Dates: MDP 07/16/21 Sheet Title: Demolition ALPINE AAMIAEI ENGINEERING INC. 34510 HWY 61 UNIT A9 I PO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C1.2 7 \ \ \ l � \ \ \ \ v / / -11 . / \ \ \ \ \ \ / _ / \\ \ \\\\ \ / \ \ \\� \ N. \ -- D O �/> \ \\\\ \\ � \E a� \\\(3L q� \\\\ \ � \ V/ Zf -- \\ '_1\\\\ �a \\'\ -- -- ,-__ \I- ---- --- -'-*Iil� \-- -- .�\ \--" \\\\ \'-- ---, \-- -- , \ I *11, -' �-\ N'.- --- -- --- ' - - - - ------_____] z I-- \� \ ' - -- --- -1 lz I I - '. -- \\ �/ ---\ 1-1 \\ \/ \�� j \\ 1, I'll•-- I - -'--., --,\'-. -- - -'\--- - -- \-1" \ -, ,.A--11 \-.-" "',' "' \ -, / \-" \`\\ / - "I �/�\�\ 11 11 ........ 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- \ "\ \ \ \� \ \ \\ \ \ \\ \ \ \ \� // / ____ \ \ \ \\\\\ \\\ \\\ \ \ \\\\ \ \ \\ \ �� - � //// / Attachment D A 0 I ML ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: MDP 07/16/21 Sheet Title: STEEP SLOPES — ALPINE //////,A EI ` - ENGINEERING INC. 34510 HWS 6 / UNIT A8 / BOX 87 EDW EDWARDS CO 81632 / 970.0. 926.3373 VV W W.ALPI N ECI V I L. COM Project No: 1722 Sheet No: C1.3 4 9 E,q � R 3, �46 PPIIS� C RIGHT TURN DECEL LANE \ LDIf�G.pRIGIN / DESIGN 35 MPH \ \ \ \ . 1 REDIRECT TAPER \ \ 6'- - \ \ / T DECEL 310' \ \1 TRANSITION TAPER \ \ (19 NE + 0' TAPER) \ RrGtiT OA, 70, . , qsp AR\ 190' \ \ \ \ 6' / PROPOSED CONCRETE yq<T p sFp \ 6 \ STAIRS (SNOWMELTED) / PROPOSED TRASH ; ENTRANCE °° _ \ PROPOSED 12' \ \ TURNAROUND LEGEND PROPOSED ASPHALT EXISTING ASPHALT PROPERTY LINE ADJOINING PROPERTY LINE EXISTING STRIPING PROPOSED STRIPING _4� GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. CONC. STAIRS R25' \ \ R25' \\\ \ \ PHAS 1 \: \ — — \ — _ PROPOSED CONDO SNOWMELTED AVERS = \ 12 EAGLE BEND — — — \ — STAMPED AND STAINED-� \ - \ APARTMENTS HEATED CONCRETE EXISTING GARAGEPROPOSED -� — — — — SNOWMELTED —•=— — _ — \ \ \ /\ _ FOUNDATION SOIL NAIL WALL � (TYPICAL), DESIGN BY / PAVERS —OTHERS N, YZI \ --__ _ \ \ \ \ \ EXLSILNG SOL -NAIL SLS\ _ \ \ i Q \ \ \ 0 'OF \ \ \ INV.- 1t"_ ^ \ — — _VATH�RE)PSOE_b STQNh _ � \ � — � \ \ _ — _ — — _ _ � � � n \ � — O — _ _ /� \ \ �gcRq qRY J��Rb- \ \� "461 06( VENEEi�'RPILSH �IC�AL}; — \ \ — _ — _ ,, `i,� \ \ \\ \ \ `0`�Fp ` (PI 1'q _—�E�GN Bif QTHERS_—� q 7 \_ 17, EXISTII46—GARAGE FO UNDATI0 SOIL NAIL \ \ \ \ \ \ WALL (TYPICAL), DESIGN \ -PHASE'- BY OTHERS \ \ �� \ ,•\\\ \ \\ \\ \ \ -- Z C S BOLLARD \� ol \ — \ \ \ \ \ \ \ \ \`� INV. er- -- —_— ___\_\ \_ \ \_\ \ \ \ \ \ \ \ \ \ —� \ \___---____%fin--_�_�\ \ \ \ \ \ \ \ \ \ \ \ � \ \ �\�� •` � \ ---------_— --- --__ --\\\\ 'EXI�, T1NC,`3AI tIiMt WAKAtLtb S` RS \ \\ \\ \ \ \ \ �C0�10. �MR \ \ \ \ \ \ \ \ \ \ \ \ \ — — — — — — — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\-------------\ ------------- ^ \ \ \ \ \ /------------7S-Qt --------------\ ------------\\\\\1\\\\\\X\-=74�80�' i\"-\\\1�\ \ \\\�\ \ \\ \ PZ?0'Qt� VEAL— HAS _ r 00 \ \\ - = W HOM 7500 rrI—� -- —� OPEN SPACE \\ \ \\\\\\ \\\ \ \ \ \\� �� \\� � \\\\ \\���� � \\\\\\\ \ \� —_—� _�—�� �__----•754-----.---------_�_. 550--------- _— — '756 56 \\\\ \ \ \\ \ \ \\ \\\\\ \\ 0' \\\ \\\\\\ \ \\� \ \ \\ \\ \\ �� —\� \ — _ — I --- // /i — — — — — — — \\/----------- 510 ------ \ \ \ \\\7600 -- Attachment D TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 5132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: MDP 07/16/21 Sheet Title: Site Layout ALPINE ////, EI ENGINEERING INC. 34510HWY6/UNIT A9 /POBOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C1.4 N 3 IL M 0 o N O N O r- ,ba 1111111- REMOVE 12" METAL SAWCUWEMOVE LF OF / EXISTINRB AN GUTTER / \ \ G TYPED INLET. RAISE AND \ \ C DIGRATE (SEE STORM \ \ / PLANS)lot \ \ \ � (5) 6" RISERS / ONCRETE STAIRS (6 TH). TOP OF STORM CHAMBERS= \ O 5' LANDSCAPE FOR STAIR \ DE S AN HAS AIL LOCATIONS XSO \ SEE ROAD CENTERLINE AND CURB PROFILES ON SHEET C2.2 4��OA r_� Qz,,E�� AW I op 1�� Attachment D FOR PROPOS ANCERELOCATE Q A � � BOW - BOTTOM OF EXPOSED WALL fax: (970)766-1471 XISTING STOP SIGN /��/\ email tab@vail.net ` \ \ www.tabassociates.com / \ \ �\ \€ CONSTRUCT _ \ HEATED CONCRETE TR %EHI / �� r \ \ \ SM BOULDER EN RNAROU \ 7X0 CONN CT SED •\ ,' �• 51.4 EXI pi SNO L CONC \ \ WITH EX NSION JOINT \ \ \ / �\ JOINT DETAIL) 1 i �� / — CDOT 6 LAN DEN ° r � \ \ , :. j — —TRA SH 7X SEE CDOT CESS PERM4,T N113-- Rr� BACKFILL NOT SUPPORTING ENTRANCE_ g PLANS FOR AL ORK N OF h'T PAVEMENT: CAN BE EXCAVATED a —,-- \\\- ,,�\ \ \ CTS RIGHT OF WA �� \ \ OF IE GRAINED MATERIAL AND SHOULD ECOMPACTED0 CONNE TO EXI i1 URB wl'`�T"o 90% STANDARD PROCTOR E NSION JOIN ' .':: •..' �� \ \ \ \ UO J \ � ALL CONCRETE PAVEMENT TO DO NOT • _ BE INSPECTED YEARLY AND Q) MAINTAINED WITH CRACK EN / .1.'.i FFO= 7449 _ _ \ \ °° \ \ \ ti `V CONSTRUCT \ \ \ AND JOINT SEALING SO 8 WIDE ASPHALT PATH INSTALL A \ \ STOP SIGN I•:: 4 MADE CONC. WALK ,r.. -W/-STAIRS /�5' X 6'' �TE r° : ? � ° \ \ — \ \ /9SFI,0�/RST/ 14 ,\ (R1-1) \ LANDIN — \ \ \ \ \ F G C CONSTRUCT 4 HEATED \ \ / \\K\ \ \� \ \ °° _ \ \� \� 3 O ITS s NCRETE PAN STOP \ \ \ \ AM x / C Q J� \ - \\ •fir• i.•..��. - 4-9.0 EXI G A TREES 1...~ r.' / \\\ _ -ni - f- /� v \ \ r i \\ A\ ^ i // �� _ \ 57 REMAI \ \ AND OTE D DURIN —/r — — ,� •\ cL �� _ \ ' I'I ____ SRF �• \ � CS \ / C NSTRUCTIQNV ' �� I `I,�/� 8.4 UCT 20WIDE PAVESTONE PAVER = \ \ \ "0 0 / 6' \ \ EM E PULLOFF PARKING. 80MIZI C/ONC: \ \ \ .5 6-6 _ Q PAVER, HMA OVER 8 CLASS \ �F.S \\ �k BASECOURSE ND) \ \ INV / T FN Q- \Sl E \ TRJ- F 7� ° ON� \ 0 co E NC \ CONSTRUCT 2' CONCRETE GUTTER / ' ' \ \\ \ �\ \ \ VEHKiL \ \ \ \ \ AND 6" VERTICAL CURB // y � � � •;; v \ � \ \ � '' \ \ ONLY 59.5 CONSTRUCT 1' CONCRETE GUTTER AND 6" VERTICAL MEDIAN CURB FF—1= 7460 81.0 2= 7475 (100'—O�) v �� � o - \` � �� \� �`;\\: '� — -�/— _ — - — _ �- CONSJJ''RRUCT SNOWMELTED CONCRETE \ \ X S T G F — - ENZfiANCE. STAMPED AND STAINED \ \� \2 Q 8 WI S LT PATH 74. 5 \� ^� (eF 7^.0 —_ — FF3= 7487 // \ \ o Q� � \� �� n /� CONCRETE (SEE DETAIL)\� --�__ --- _ •\\ FF4= 7499 Rq _—___-- ♦ \\\ \ \�\ '\\ \\\ / _ ---_ / \\\ // /r // CONSTRUCT 2' CONCRETE GUTTER \ \ �OAFR\\\\\ \ 2XS • AND 3 TALL MOUNTABLE CURB (20�, 4% LF OF EMERGENCY PARKING) xpJ 46 / \ \ ` \ \PLACE 6"' ISS 6 ECOURSE ' / (TEMPORAROR FUTU HASE 2 5.0' �° --- \ \ \ \CONDO �UILDINCz PACS - \ -7 461. x S'0D`BQULDER WA_MB;\�\ RE. -LANDSCAPE PROPO \ CONSTRUCT DRAY ACC - \ _ _` _—`` \ ,'/ -- � — //<�\ \ GUITTEVE R6CVERTICA�L\AND \ \ \ — `\• \ \ \ _ RETE gir�-� — — — — C \ \ WITH 18 GUTTEil \ SEE LAN�S6A E PLANS FOR YOU / GRADING - - / \ ' \ \ \> CONSTR G Y - _ / \ ` _ \ \ \\ / / 0 0 0 0 0 0 0 o J p0 0 0 0 0 0 \ \ ACCES \ T V ` —`_ — _ — • _ IN TR ENITY AREA _ _ _ � _ — � \ A B SECOUR ESS 6�. \ \ \ _ \ \ \ \ \ \ _ — _ _ — ` _ _ _ — _ — _ _ — _ _ — _ _ \ \ \♦ \ 9 _ \ \ \ _ — — 7 III I Elift \— Ar 91.0 O O -App— --THE - 1C �� - \ T GRADING \ NT'SAIL N NAIL -SHORING- -D PIRMA�E ATL oR1FfC�\ IN'THE-POOLS A ► \\\ - / WALLS`DESII�N_@UILb BY OfTiB�&_ ` \ \ \ ��� \ \ \ _ _ - - •\ \ \ \ \ o O O \ o \ STONE -VENEER 'KNISH - �� ♦ �,.0 - - ♦ \ \ \ \ 0 �'\ \ \ \ \ 0 0 0 o r 00 EX�PERMANENT SOIL NAI�Sk{ORING\ \ \ \ \ \ \ \ to --1l,VALLS DESIGN BUILD -BY OTH�R�. \ \ \ — ------ -- —tet _ \ \♦ %v'.i INSTALLS FONF`VENEER-ST\ \ \ \ \ \ \ \ \ \ \ --------------- BO ----- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOW= -,\7485 \ \� _ \ \ \ \ \ \ \ \ \\ \ — - — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ — — — — — — — — — — — — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \— — — — \ \ \ \ \ \ \ \ \ \\ \\ \ ----------------------- \\ \\ \ \\\\\ \ \\\ \\\ \ \ \\ /---------------- \ \ \ \ \ \\ \\ \\ \\ \\\ \\_/----------------------� \ \ \ \ \ \ \ ji------------------------------------- --------------------ice` \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ----------------- \\\\\ \\\\\\ \\-----------------�v��J\�\\\�\\\\ -- — — — — — — — — — — — — — — — — — — \\ Seal Revisions: INol Description Date Issue Dates: MDP 07/16/21 Sheet Title: Grading Drainage ALPINE //////,A EI ENGINEERING INC. 34510 HWY 61 UNIT A8 I PO BOX 97 EDWARDS CO 81632 1970.926.3373 VV W W.ALPI N ECI V I L. COM Project No: 1722 Sheet No: C2.0 _4� GRAPHIC SCALE 0 10 20 40 ( IN FEET) 1 inch = 20 ft. LEGEND f - ASPHALT L — — - PROPERTY LINE ■ -------628 - EXISTING CONTOUR O- EXISTING SEWER MANHOLE - EXISTING STRIPING EXISTING GUARDRAIL 7FLE QT - EXISTING TELEPHONE PEDESTAL OR VAULT CATV - EXISTING TELEVISION PEDESTAL (CATV) —� - EXISTING SIGN > - EXISTING LIMT DESIGN QE - EXISTING ELECTRIC VAULT - PROPOSED CULVERT 0 ❑0 ® - PROPOSED STORM INLET OR MANHOLE - DOSED `URB AND `UT•TER 3�- PROPOSED SLOPE OR GRADE- FTABsociates ESIGN PROPOSED SHOTCRETE, MSE OR CIP WALL - PROPOSED CONTOUR s Village Blvd. 57 62 t- PROPOSED SPOT ELEVATION e 210 , CO 8132 TOW - TOP OF WALL 66-1470 FOR PROPOS ANCERELOCATE Q A � � BOW - BOTTOM OF EXPOSED WALL fax: (970)766-1471 XISTING STOP SIGN /��/\ email tab@vail.net ` \ \ www.tabassociates.com / \ \ �\ \€ CONSTRUCT _ \ HEATED CONCRETE TR %EHI / �� r \ \ \ SM BOULDER EN RNAROU \ 7X0 CONN CT SED •\ ,' �• 51.4 EXI pi SNO L CONC \ \ WITH EX NSION JOINT \ \ \ / �\ JOINT DETAIL) 1 i �� / — CDOT 6 LAN DEN ° r � \ \ , :. j — —TRA SH 7X SEE CDOT CESS PERM4,T N113-- Rr� BACKFILL NOT SUPPORTING ENTRANCE_ g PLANS FOR AL ORK N OF h'T PAVEMENT: CAN BE EXCAVATED a —,-- \\\- ,,�\ \ \ CTS RIGHT OF WA �� \ \ OF IE GRAINED MATERIAL AND SHOULD ECOMPACTED0 CONNE TO EXI i1 URB wl'`�T"o 90% STANDARD PROCTOR E NSION JOIN ' .':: •..' �� \ \ \ \ UO J \ � ALL CONCRETE PAVEMENT TO DO NOT • _ BE INSPECTED YEARLY AND Q) MAINTAINED WITH CRACK EN / .1.'.i FFO= 7449 _ _ \ \ °° \ \ \ ti `V CONSTRUCT \ \ \ AND JOINT SEALING SO 8 WIDE ASPHALT PATH INSTALL A \ \ STOP SIGN I•:: 4 MADE CONC. 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\ - - -- - -------- - - ----PRAPOSEDSU FAIL _� 7520 7 \ \ \ \ \ \ \\ \ \ \ \ \ \ \ - - - - - - _ _ Cf2_$_ _ __ \ \\ \ \ \ \ \ \ \ \ \\ \\ \` "V�\\ \ \\ \ \\ \ ---\ \ \\ \� - -\ �� -- -\ ----���-- -\\ OBd WAR��Of�ATIOFI' qy,,, � y __ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ - -\ \ - \ - \ - - \ \ - -- - - - -- -- - - - -- - �� ��V- _ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - - - - - - - (DES OTHHER � � _ - - \ \\ \ \ \ \ \ \ \ \ - \ \ - \ - \ - \ - - - \ - - - - - -- - \�� - - - _ - $�W=7496- -- - -- -- -- \ \ \ \ \ \ - - \ \ \ - \ \ - - - - - - - - - - - _ ` I _ - _ - \ \\ \ \ \ \ \ \\ \ \ \ -\\\ , - \ - -- - -\ \ -\ - -\ - \ - - - - - - -- -- - - -- ---- -- -- '_ -T�V� 522 _ -_-.// _� /-- -+-- _-- _-- \ \ \ \ \ \ \ \ \ \ \ \ ,, - - \\ \ \ - \ - \ - \ - - \ -- -- -- - - - - - - - - --z-- _\�_ _ - _ - _ \\' \11 \ \ \ \ \\\\ \ \ \ \- \\ - - \ - \ - \ - \ - -\ - \ - - - -- �� -- -- -\ - �� ---_ - - ----�� -­ - /---•----- - - \ \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \ \ - - - - - - - - - - - - ---��� ----� - -_ \ \ \ \ \ - \ \ - \ - \ - \ - \ - \ \ - - - - - - - - - - - - _ - _ - _ - - - _ - - = - \ \ \ \ \ \ \ \ - \ \ \ \ - - - - - - - - - - - _ 'BOW='I49CT - - \ \ \ \ \ \ - \ - \ - \ \ \ - \ - - - - - - _ �yc\^ - - --- _ - - -- _ _ I --- - _ IITT 'fi0 75 \ \\ \ \\ \, \>\ \\ \\\ - \ \\\ \-\ --- \\- - \\ - -- - - -- -- -- - - - - - - - -- - - \ \ \ \ \ \ - \ \ \ \ _ - - - - - - - - � -- - \ \\ \\ \ \ �^\ \ \ \ \ \ \ \ - \ - \ - \ \ \ - - %- - - - - - - - -- - - _ _ - _ _ ?� - _ i --- - - - - - _ - - \\\\\ \ \ \ \ \ \\\\ \- \\ \\\\ \-\--- \\-- \--\\ -� �\ -- -\- --- --- �\\ -\--\- -\ -- \\ -\- --- --- --- �__ ----- '���' _ ----- ---- --- \\ \ \ \ \ \ \ \ \ \ \ \ \ \ -\ \ -\ \ - \ \ \ - -- -\ \ \ -- -\ - \ - -- -- - 7540 - -�-t-- - _ \ \ \ \ \ \ \ \ - - \ \ - \ \ - \ - \ \ \ \ -- -- - - \ - - - \ -- _- -- - __ --- -- -�- ----- - `- \ \ \ \ \ \ \ \ \ \ \ - \ - \ \ - \ -\ _ - \ \ \ \ - \ �- _- - -- _�--� _- _ \ \ - \ \ - \ \ \\ \\ - \ \ - - - - - - -- _ - - - _ \\ \ \ \ \ \ \ \ - \ \ \ \ - - - \ \ \ - \ - \ -- - - \ \\ \ \ \ - __ -- _ _ _ -- -- _ -_ - 1`1 \ \ \ \ -- -\ \ \ \ \ \ \ \ -- \ - \ - -- --_ - - - - - - ------ --_ \1111N1\ 1-1 , \ \ \ \ \ \ \ \ \ \ \ \ -,- \ \ - \ - -- --- - \ -\ -\ \ -- _ -- -- -- -` --- -- - _- \\\\ , '- " \ \ \\ \ \ - - \ \ \ \ \ \\ \ -\ -- -\- �� \ \- \ - \ ---- - --- �� -- -- �� --- - --- ---- -- -- \ - \\ \ -- - \ \- \ -- - --- - - a - _ _ - - - - _- 1�1 \\ \ \ \ \ \ \ \ \\ \ \\ \\ -\ \-- - -\ \ \- - -- - \ \\ -\ - - \_ --- -- __ -- ��- ---- - -_ \\ \ \ \ \ \\ \- \ \ \ \ \ \ - \ - \ \ \ - -- -- \\ \ -- -\ -- -�� - �� � x- 50 ----------� `-- - \ \ \ \ \ - - - \ \ \ - - \ \ - \ - \ \ - \ \ \ - \ - -- __ -- -_ -- - \-� -- ----- - ----_ __ - \ \ \ - - - - \ \ \ - \ \ - \ - \ \ \ \ - \ \- \- --- --- �_� -- -\ \ � ---- - _ \ \\ \ -�, \ \ - \ \ \ \ \ \ \\ -- \ -- \ \ \ -- -- - \ - _- _ _ -- - -� --` ---- ---_� --_ \ \ \ \ -_ \ - \ \ \ \ - \ --- \ \ - \ - \ -- - - _ - ------------I----- --------- ------� - -- --- -- _\ \ \ -- i� - _��� ------ --- -- \\ \ \\ �\ -\ -\ 1-1 \\\\ \\ \\ \\ -\ \ \\ 1-1 \\ \\ \\-\ \\ -- --- ��-- - _- -- -\ \ \ \--� ,-- ---------- -�- -- � 1�1-----\ \\ \\ \ \\ \\-11� \ - - = --- -- \ \ `--- = 756° ---------- ------_ \\ -\ - - \ - \ \ \ \ -\ -\ -- \\ \\ - \ - -\ \\ - - _-- -` ��� - \ \ \ \ � ------ _ _ - \ \ - \ \ \ \ \ \ \ _ - _ \ `�---� �� --- - __ \ -- - - \ \ \ \ \ \ - \ \ \ \ 1�1\ \ \ - - - - \ !�� �� -- _ ----__ I-,,-,----- \ - - \ \ \ - \ - \ \ \ \ \ - \ \ - \ \ \ \ \ __ -\ \ \ - - \ \\ ���%�_ --- - -11- \ \ \ \ \ __ - _ \\ -\ \\\\ \ \ \ \\ -- -- \\ -- - \ \ \ \\ \\ - ---- `. -- \ \ \ \ \ \---- ��--------- -------�_ �\ \ \ \ \ \ \ \ \ - \ \ \ I,- \ I'll \\ - \ -\ --- �\ \ \ \ 7� --- -- \ \\ \ \ \ \ \ \ I-- \- \ \ \ \\ \ \ \ - -\ -- \ \ \ \ \ \ \-- 5 -- ---------- -I-----_- 11. �11--� 7 \ \ \ \ \ \1*11 \ \ \ \ 11�\ \ \ - -_ \ \ \ \ \--- --� i ------------L- _ \ \ \ \ \ \ \ \\ \\ \ \\ \ \ \ \ \ \ \\ -- --_ \ I.-, \ \ \ \ ---- ----�-------=- \\\\\"I',"-,\\ \ \ \ -- -- \ \\ \ \ \ \- -- -- --- \ \ \ \ \ \ ---- - // ------ - \ 1-1 \ \ \\\\\\\ \\ -- \\ \\ \ \ \ \\ -- -\ �-` ---- \ \ \\ \ \ \\-----�� ----- 1.1 ------- --- \\ 1�1- - - - - \ \ _ 7580-- _____ ---- _ /-- __ _ 1-1 ___ __ -I---------- \\ \ \\\\\\-\ -\ \\ \ \ \ \ \\ \- -- -- --\ \\ \\ \�-\ \- `` - ////�--------•- _- \ \ \ \ --�,----- --- \ \ \ \ \-,,�\ 1-1 -- -- -- - \ \ - -- -\ ------ ---/ / /- -I------_ _ \ \\\\\\\\ \ \\ \ \ \ \ \\ \\ -\ -- -- -\ \- -- -- -\ \--- ---- /// / ------ -_- \\ \ \ \ \ -\ -\\ ,,� \ \ \1�1 \\ \\ -- -,- ------ - --- - \ ---- , // / ----- ---- _ 1-1 1-1 \\ \\\\\\--\\\\\\\ \ \\\\ \\- \------ --_ _-\------- --\ \\\ ---- - �////////-----------------_ \\ \ \ \\ \ *11 \ \ \\ \ \\ - - -- -_ -1 --------\ \ \\----- _�--- // / / ----- -r- -------- \ \ \ \ \ \ \ \ \ \ \ \ \ - -- - - - - - - - _ - - - -,-� - - \ \ \ I -N_ - --- / ` i � / / _ - - - - - - - - - - - _ \\ \ \\\\\\\\\\ \ \ \\-- --- -- �_- --- -- \ \ \ \--- �,--,­------�-- --, // / / --------- - ��-_- ----- 1-11 11-1 \\\ \ \ \ \ \ \\\\\\\------- -- -� _ _\--\\\\ \� --- / - ice/ // -11 / / /---�--------- 1-1111, \ \ \ \ \ - - - - - - - - \ \ \ \ \ - - - - / / / / / / / / - - - -I- - - - - - - \ \ \ \ \ -- -- -- --- - \ \ \ -_i --I-- ---- \ \ \ \ \\ --- --- -\ --- \ \ \\\\\\--- ,-- -,- ////// ///.",--------- \ \ \ \ -- -- -- -- -- \ \ \ \ \ ,' / / / / / / ------ \ \ \ \ -\ -- -- 61p_ \ \ \ \ \ /// // // / / / / ----I - ----- \ \\ \\ --\ `\\ --- \\ \\ \\ \ \ ' 7600 /// // /- / /////- -- Attachment D BACKFILL SUPPORTING PAVEMENTS: SHOULD BE IMPORTED SELECT STRUCTURAL FILL COMPACTED TO 95% STD PROCTOR NATHIN 2% OF OPTIMUM MOISTURE BACKFILL NOT SUPPORTING PAVEMENT: CAN BE EXCAVATED ON-SITE, FINE GRAINED MATERIAL AND SHOULD BE COMPACTED TO 9090 STANDARD PROCTOR ALL CONCRETE PAVEMENT TO BE INSPECTED YEARLY AND MAINTAINED WITH CRACK AND JOINT SEALING Seal -A!11111112�1111� W GRAPHIC SCALE 00 0 "O!!!!� 10 20 40 A No Ill ( IN FEET ) I'`o 1 inch = 20 ft. ED cu LEGEND aIM I - ASPHALT L- - - PROPERTY LINE tTJ ------ - EXISTING CONTOUR L. - EXISTING SEWER MANHOLE O = EXISTING STRIPING ^ = EXISTING GUARDRAIL 0 TELE QT C, - EXISTING TELEPHONE PEDESTAL OR VAULT WI CATV - EXISTING TELEVISION PEDESTAL (CATV) -u-- - EXISTING SIGN ,= - EXISTING LIGHT DESIGN QE - EXISTING ELECTRIC VAULT Q0 = PROPOSED CULVERT =>%r C3 [] ® - PROPOSED STORM INLET OR MANHOLE ■ C CTu �: I - PROPOSED `URB AND `UTTER TAB Associates CF) ■: -sT- - PROPOSED SLOPE OR GRADE Z: + D TJ DESIGN = PROPOSED SHOT %-M MSE OR CIP WALL (FrJ = PROPOSED CONTOUR 0056 Edwards Village Blvd. 5762 F - PROPOSED SPOT ELEVATION Suite 210 Edwards, CO 8132 TOW - TOP OF WALL (97 0) 766-1470 BOW - BOTTOM OF EXPOSED WALL fax: (970) 766-1471 V email: tab@vail.net www.tabassociates.com BACKFILL SUPPORTING PAVEMENTS: SHOULD BE IMPORTED SELECT STRUCTURAL FILL COMPACTED TO 95% STD PROCTOR NATHIN 2% OF OPTIMUM MOISTURE BACKFILL NOT SUPPORTING PAVEMENT: CAN BE EXCAVATED ON-SITE, FINE GRAINED MATERIAL AND SHOULD BE COMPACTED TO 9090 STANDARD PROCTOR ALL CONCRETE PAVEMENT TO BE INSPECTED YEARLY AND MAINTAINED WITH CRACK AND JOINT SEALING Seal Revisions: lNol Description Date Issue Dates: MGP 07/16/21 Sheet Title: Grading & Dra1n al ALPINE /////,/,A 1r= I ENGINEERING INC. 34510 HWY61UNIT A9 IPOBOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C2.1 W 00 a Ill E I'`o IIIIIIIIIIIIIIIIIIIIII „11 0 cu aIM 0 ■13 tTJ 4=0 L. O :3 �. 0 O WI 2 C 0 ,= Ill 0 Q0 0 =>%r L U ■ C CTu �: I Lm IIIIIIIIIIIIIIIIIIIIII PM E CF) ■: a) Z: >O a (FrJ 'a (D 11 � nV, �tII'r VJ O 0 V Revisions: lNol Description Date Issue Dates: MGP 07/16/21 Sheet Title: Grading & Dra1n al ALPINE /////,/,A 1r= I ENGINEERING INC. 34510 HWY61UNIT A9 IPOBOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C2.1 T co 3 a ri 0 M N O N O 3 a m t� a N (D W m a� 3 N 0 N > C7 If m If 0 0 O _0p 0 0 U 0 0 Q O WEST ENTRANCE AND STAIRS DETAIL r r 4 \Ro^ .90 C \ P ° RT d _ 4 49.3 49.5 TBC 41. Ay 0,29 TBC \ C „\' 49.91 T B C / \ L ✓ �" T \ -.- . 5 1. X9.0 -3z' ;. o \ \ 4. 4 %1 50. \ a --A ,L � /° 4. 4 1 \ \ / g �/ 50. \� C r T C 50.2 4 4 / °. 5 ,54.0 °: 4 f r / s `- / (3) 6" RISERS - _ --- -�J y , 4- 2,9 �c� /, TYPICAL 4 - 4 7 0A O ° .44.7 4 4. G a 1 �° �® 5 / 1 62.0 / ° 4 4 /° f) 4 l g 6' RUNS �- °1 °'/ @ 5% 4 0 4 "l .2 / O 1 .7 4' 4 61. .4. j ' A. 6 2. r" 4 4: ° 4 4 ° d ° ° 16RUN A 3 @ 2% ° ° °8 64.0 4 A _° .4_s 66.0 6' RUNS @ 5% A.4 66. A d4 40 4 , 6 68.0 4' RUNS 6 • @ 5% \ I' 4 < .4 68 , 4 70 (3) 6" RISERS 4jv / 4' RUNS / ' ! @ 5% - \ °/_ \ ' 11 tANDING \ \ 15-= RISERS \ MOM 7501 7481 DATUM ELEY 7'480.00 C.L. PROFILE= WEST ACCESS DRIVE 7460 THE ASCENT DATUM ELEV 7440.00 0 L0 r 0+00 CWR 0 O rn 0+52.58 C.L. PROFILE= EAST ACCESS DRIVE 7470 CO 7460 HWY 6 7450 DATUM ELEV 7440.00 �LO r 00,6 0 LO 0+00 GARAGE FF=59.5' 0+59.69 NORTH ENTRANCE JOINTING DETAIL CONCRETE PAN JOINTS TO ALIGN WITH CONCRETE �.'����y♦,ill♦� 1110 V 01 ,,OAT aim CONTRACTION JOIivT, TYPICAL SEE DETAIL D ON SHEET C7.0 SCALE: VERTICAL 1 "=30' HORIZONTAL 1 "=30' SCALE: VERTICAL 1 "=30' HORIZONTAL 1 "=30' 7480 7470 GARAGE FF=59.5 7460 DATUM AZNV 7460,00 n n \ �y PROFILE= O - --�, 0.00%U1 O co o� o� o LU o� N V) 14 0_ 0_ %0 Woo 7480 a. 0+00 CWR 0 O rn 0+52.58 C.L. PROFILE= EAST ACCESS DRIVE 7470 CO 7460 HWY 6 7450 DATUM ELEV 7440.00 �LO r 00,6 0 LO 0+00 GARAGE FF=59.5' 0+59.69 NORTH ENTRANCE JOINTING DETAIL CONCRETE PAN JOINTS TO ALIGN WITH CONCRETE �.'����y♦,ill♦� 1110 V 01 ,,OAT aim CONTRACTION JOIivT, TYPICAL SEE DETAIL D ON SHEET C7.0 SCALE: VERTICAL 1 "=30' HORIZONTAL 1 "=30' SCALE: VERTICAL 1 "=30' HORIZONTAL 1 "=30' 7480 7470 GARAGE FF=59.5 7460 DATUM AZNV 7460,00 n n \ �y PROFILE= 7440,00 00 00 O o to O co ( IN FEET ) +� O 1 inch = 30 ft o't 't + u - - II � u 7480 - DOSTNG SEWER MANHOLE n J N � N DOSTNG GUARDRAIL w TELEQT w CATVO 7470 -� > a o_ QE - EXISTING ELECTRIC VAULT II - PROPOSED CULVERT (]El ® - PROPOSED STORM INLET OR MANHOLE II � 7460H _3_7- - PROPOSED SLOPE OR GRADE _ PROPOSED SHOTI RETE, MSE OR CP WALL II � 7450-1.80% 5762 3.4 2'59 _ TOP OF WALL DATUM AZFV _ BOTTOM OF EXPOSED WALL N J 7440,00 00 00 BACKFILL SUPPORTING PAVEMENTS: SHOULD BE IMPORTED SELECT STRUCTURAL FILL COMPACTED TO 95% STD PROCTOR WITHIN 2% OF OPTIMUM MOISTURE BACKFILL NOT SUPPORTING PAVEMENT. CAN BE EXCAVATED ON-SITE, FINE GRAINED MATERIAL AND SHOULD BE COMPACTED TO 90% STANDARD PROCTOR ALL CONCRETE PAVEMENT TO BE INSPECTED YEARLY AND MAINTAINED WITH CRACK AND JOINT SEALING 6 WEST CURB a.r of aurrmo GRAPHIC SCALE 0 15 30 60 O ( IN FEET ) Lf) 1 inch = 30 ft M r7 LEGEND + - ASPHALT - - - PROPERTY LINE -------F649------- - DOSTNG CONTOUR O - DOSTNG SEWER MANHOLE r - DOSTNG STRIPING to O N DOSTNG GUARDRAIL CV TELEQT - EIOSTNG TELEPHONE PEDESTAL OR VAULT CATVO - ENSTING TELEVISION PEDESTAL (CATV) -� - BOWING SIGN 7 - EIGS111ING LIGHT QE - EXISTING ELECTRIC VAULT II - PROPOSED CULVERT (]El ® - PROPOSED STORM INLET OR MANHOLE II � - PROPOSED CURB AND GUTTER _3_7- - PROPOSED SLOPE OR GRADE _ PROPOSED SHOTI RETE, MSE OR CP WALL II � _ PROPOSED CONTOUR 5762 - PROPOSED SPOT ELEVATION TOW _ TOP OF WALL BOW _ BOTTOM OF EXPOSED WALL BACKFILL SUPPORTING PAVEMENTS: SHOULD BE IMPORTED SELECT STRUCTURAL FILL COMPACTED TO 95% STD PROCTOR WITHIN 2% OF OPTIMUM MOISTURE BACKFILL NOT SUPPORTING PAVEMENT. CAN BE EXCAVATED ON-SITE, FINE GRAINED MATERIAL AND SHOULD BE COMPACTED TO 90% STANDARD PROCTOR ALL CONCRETE PAVEMENT TO BE INSPECTED YEARLY AND MAINTAINED WITH CRACK AND JOINT SEALING 6 WEST CURB a.r of aurrmo 00 'd -n(0 O MONO M O OCO Lf) N M r7 + � LO C) M + 6 N � r O to O N C1 CV C14 K) �u7 O r- M + O II n O II r II r II � M r 001 II � II � II II II II EXISTING N J N J N J N J � J GROUND w - w w �, w IL >- 0- 5; 5; -_ 7476RAGE FINISH GRADE, MATCH GRADE OF ROAD LIP OF GU TTER 7460=59.5' 2.78% 3.28% --------------- ----- -- o •------------ ----- 7450 7440 00 'd -n(0 00 MONO �O �N OCO �� O LO Z 0 � LO C) M I 00 0 � r L to O O Ui O O CV N � 0+00 0+50 1+00 1+50 PROFILE= HWY 6 EAST CURB a.r cr ourrmo 2+00 2+50 3+00 3+50 3+86.33 0- fn LO Z 0 � LO C) M I 00 0 � r L to O O Ui O O CV N � K) �u7 O r- 0000 CDO O LO O 0 O CO O O tD O 001 LO 0+00 0+50 1+00 PROFILE= DRIVE TO TOWNHOMES 1+50 2+00 SCALE: VERTICAL 1 "=20' HORIZONTAL 1 "=20' 2+50 3+00 3+50 4+00 4+50 n�nn 1_L00 0�0n -4�0n Amann Amann Amann 7500 7480 ACOA zA 7480 7470 7460 7450 Attachment D ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Revisions: INol Description Date Issue Dates: MDP 07/16/21 Sheet Title: Grading & Drainage ALPINE %EI ENGINEERING INC. 34510 HWV 6/UNIT A9 /PO BOX 97 EDWARDS CO 81632 / 970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C2.2 22. 4 74 F0 art GRAPHIC SCALE 0 20 40 80 \ \ — \ IN FEET ) 1 inch = 40 ft. PHASE 1 DESIGN 711 10 / ///%�/jam— ---- +Jg, \���\\ \\ _\ \— // / __ \_ \\ � \\ G• \� \ � / \\ —--- \\\\\\\ � / \ \\` _ �-__--_=ice.\���`\ \\\\\\\\`\\ `1 IV`•7� -�. \ �`\\ `� \ IIII 1 1/l// i 111 I 111 / 11 11 l / / // — �\\\\ \\��"\ �\\ \\\\\ \\\\\ \\\ \ \ \ \\ \ ` � \ \ \\ \ \� \ � \• \ \ � \ \ \ \ \ \\ \ \ 1'\ - \ \ \ /�\\\ \ \ \\ \\\ \ \ \\ \\\��� �— --_fie-�\\ \\\ \ \ \\\ \\\ \ \ \ / � — � \\\ \ \ \ \ \ \\ \ \ \ \ \ \ ol \ \ \\ \ llllllllll// 11///111/// ///� o � _ _ -- 1111111/1111 V �\\\\ Jo % \�\\\ \ \\ \ \\\\\ \\\\\\\\ 111/// ///llllll 111/IIII/IIIlllll 11 111 l //l // � �\\\�\`\ \\\\ \ \�\ \ \ \ \\ \� \\ \ \\ \ — _ — _ — I -I— ✓// \ �/ ,- �\ \ \\ \ \\\ \ \�\ % , -\ \�\�\\\ � �\ \\ \\ 1\ / 7826 _ -I-m \\ \\ _ - - - _ - - �, \\� o _ - _ _ _ _ - - -\ �\ ��` , � \- - - _ - _ _ - \� 2 �\\\ \ 1�1\ Mill, \\\\ II I I I 111 111 /Illllllllllll /// (11111 _ \\\\ �\�xgpqnn\\\,��\\\�\\ / 111 I I I I I I II III I �I 1 I I I I 1111 111 I . I I I I I I I I I 1 \\ \\\�\\\�\ \\\\� \\\\\\\ \�``�\�\�\\\\\\ o \\\� \ \ \ \ \\ \ \\\\ \ \ \ \ \ \ 11 \ N."\ \ \ — — — / /ice — — _ _ \\ \\ \ \ \ \ \\ \\ \ \ \ \ \ IIIII 111 IIIIIIIII II II II I I I I I\\\\\\� , \\� \\ \\\ \\\\\\\ _ _ 1/ \���\\ IIII I I l I I I I I I I I I I I I I I I I I I I 11111111111111 I 1111 I I I I � �\1\ \ �`-�% �\� �� `\` \\� � \� \\\\ \\\\\ ���\\ ,\ \ ,— �\ \ \ -� /�/ % _ = __ �\���\ �\ \\\\`\\\�_ \ � \� \ \\� \\\ \ III\\\ll\\ � \\ \ \\ \\\\ — I /// — — \\ \\\\\ \\\\\ `\ \ \\\ \ \\ \\\ \ \ 1 11111 \\\ � \\\ �\\�\ \\\\ ` \`\`\\\�\ \\ \ \\\ \ \\\\ \ \ \ I \\\\\ \o \\ \ \\ \ \ \ \ I I I I III IIII I I I I I I I Ill I 1 IIIIIIjIIIIlI11 IIIII Illllllll IIIIIIII�I�II I 1111 NI,�\ \ \ \ lllll,ll I III Ill I I II I I I I I I I I I I II I I I I l ll / / \\\�\111 \\\\ \ \ \ \\I \ \ 1 \\ ��\\ \\\\\\\\ \\\\\\\\ \ \ \\\\\\`N\\ \\ \ \ 1 I 1 I I 1 I I I I I I / /1111 11 I I I II II II II I I I I I I I 1111 IIII III 1 \\\\ 1 1111 I\\� \\\���\ \ \ \\\\\\ \\\ \\\\ \ \\ \ \ I I I I I / I I I I 1111 I I III l \11 �!I�11��1` III _ \ l\� \ . \` �\\\�\��p— I I tl I I -I x-11-1 I 1 I I I �) \ �\ _ �i I I I I IIII III 11 ,� I I I I I I I I IIII I J I IOT`�� \ _ ' � �� , \ 11\ \ \ \\ \\\\ \ \\��\\ \ \� \\�\\ \\77\7\ �\ \\ \\\\\ \ �I I 1 11111\ \\ \\ \�\``\\ \ \\\ \\ \ \ \ \ \ \ \ \\\\\\ \ I IIIII \ \\ =93p 1111 11\\II II II1111111111111I11111111I1111^Illll�lllllllr��l==��`\\`�\`\ \\\\\ \\\\\\\\ \\\ --���\\ I II IIIIIII I f �lll �\\ \ \\\\\ \\ \\ \\\\ \ II IIIIIIIII III IIII II I II II II II I I I II I \\\\\�� �� A� \\\\ \\ \ \\\ \\ \ \ \ \ \\\\\\\ \ \ III 111111111 III IIII IIII�IIIIIII IIII II 11 II Y/44 \\ \ \ \ \ \ \ \ \\\ \ �8 \ 11 I 1111 / l//////ll/ll/ 11111111111 // l//�> I�Jllllll1�1�11111111111111111111 1111// \�� \\%m)11111 I II III I I I I I / / I I II I l \ \\\\\\\ IIIII IIIIIIIII I IIIIIIIIII11111111111111111111I II <I��IIII (1(1111 III\I\I\\\\\ \\\\\\11111 \A\\0 \ \ III I \ 11 \\111 ����IIIIII���IIIIIII�i�III�IIIII II�II�II►11i1 1 \ `��� ��\\ \ \ \\\ \\ \ \ \ \�\\\\\\\\� \\� 1\\\\\\\�\\�\\�\.�\\.���\\ ....�\ .�\ \.\�� ..\ .�.�. \ . .�� .\\� .� �\ . \ . \�\ . \ . . �\ , . \ \ . \ Attachment D A 0 TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Issue Dates: MDP 07/16/21 Sheet Title: HIKING TRAIL ALPINE AA EI ENGINEERING INC. 34510 HWY 61 UNIT A9 /PO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C2.3 7760 7740 7720 7700 7680 7660 7640 7620 7600 7580 7560 7540 7520 7500 DATUM FI.F.V 7480.00 d- d' ^ PROPOSED TRAIL PROFILE SCALE- 0 HORIZ 1" = 50' 0+00 1+00 2+00 3+00 PROPOSED TRAIL CONT'D 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 ai ■■■N!!ENMENii-MONEi■■■■■■ ■■■■■■■■■■■■■■■■ U?M Vp-RT r7 � 00 50 C M O O cfl 7 O O 10 � 0 c) U � � M O CV c0 00 00 00 O O 00 c0 00 (Dr) M M M M M M M M M M M r7 M M W n n In +m o � N EXISTING M ,, PROPOSED J _-- 0N N FINISH GRADE N — 5 m-1 ^ + (1, 4 II > O d 11 II > J in w 00_ w ccn w a D_ 70% U.) 00 N ^ w a acn __-- _-- N — C"! In F— EXISTING GROUND NG GROUND < In O o ^ O 00 00 J c~n w 10.99% — d- o + Oi OD N 0^0 N ^ d d O� (0600,6 O� d LC + Lo UJ (DII ^ ^ II ^ p _ — N ^ N II > mm r- (01 ^ ^ r J o p II > V) w _-- —' rn PROPOSED F J > a 0n ^ N 17400 18 > > O CD N j >4 FI —_-- — — — — — --- -- MN ^ > w a a 14.97% — —_--- ^ FINISH GRADE / O m O N p ^ N ^ II > in w > 0.28% W ^ II II r w a N W C; rn (_ D_ < w / �_ —_— 77 + J N w j 5D_ / II II a a 17.59% / J— — ---- 16.71% O O 000 O �O O �O O �O O O OO O �O O 000 O OO O �O O O OO O OM N N O00 I'?M N �O 0 N N ^M fid' O NO M fir• 0) O ^O N� MN c0 Od' d- OO O^ ^ OO d- O N^ W^ O N ^O OO) M d -O cO 000 ^ MO) N O^ ^ Oto N to d- W 00 d-� N CO 00 d-� O 00 OO O 00 OO d' 0 OO lb O 06 �� N O OO t0 N NN OO O NN OO d' O NN OO tb M MM OO d' M� Od- OO OO O) OO OO tO M d' M OO Oto OO OO ai O ^^ OO d' O^ OO Qi M d' �OO� 00 OO tAO 00 MO O 00 LO O 00 OO O OO O O OO M NN MM OO OO M M fid' OO OO OO O O�j OO 0 OO Oto O) LO Oto Oto O ^I� Oto N ^^ Oto O ^ ^^ ^r. ^^ ^^ ^^ ^O ^ ^r• ^r. ^^ ^r. ^r. ^r• ^^ ^^ ^r. ^r• ^r. ^^ EX, ^r, ^^ PROP. ^r, ^^ ^^ ^r• ^r• ^r• ^r• ^^ ^r. ^r• ^r. ^r. ^^ ^r. PROPOSM GROUND GRADE 0+00 1+00 2+00 3+00 PROPOSED TRAIL CONT'D 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17 00 18+00 19+00 20+00 21+00 22+00 TRAIL ALONG FLECK DITCH 7580 7560 7540 7520 DATUM 7'495.00 O 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 O�00 ai ■■■N!!ENMENii-MONEi■■■■■■ ■■■■■■■■■■■■■■■■ U?M r7 � 00 U C M O O cfl 7 O O 10 � 0 c) U � � M O CV c0 00 00 00 O O 00 c0 00 (Dr) M M M M M M M M M M M r7 M M W n n In +m o � J _-- N — 5 U.) 00 — — N C"! In F— EXIST NG GROUND o ^ O 00 00 J c~n w 10.99% — N 0^0 N ^ d d _----- ^ p O N ^ N II > _ _—_— o p II > V) w _-- —' PROPOSED 0n ^ N ^ h W V)D_ > > FI ISH GRADE MN ^ > w a a 14.97% — —_--- O m O N p ^ N ^ II > in w W ^ II II r w a o C; rn > < w 5 a �_ —_— 77 + J N w j 5D_ / II II a a 17.59% / J— — ---- 16.71% a PROPOSM FINISH GRADE 21 — — — OO O d' d'� I'`) O MO M O O OOO d' d -O N 00 0) d'� M N0 ^0 ^ �O ^ ^^ OO O O^ O^ O OO t0 OOO d'O O ^� OO O� O O� NM t0 OM MM O M O 00 M d -M ^^ d- d" N� d- O 000 00 O . O M ^ O ON c0 Qj 0C)'6 00 01 O rj 00 O p Oi O O p 0 M O d- d- r d' 0i O t0 ^ Nj Oi ^ M O 0 0 Qj N t0 00 O O 4 N N O 0i N t0 N 00 M 0) M N :W tb to d' M d' O Oi N O 4 00 O CS � d- r- tb O 0) t0 O r; to O O) O � O to 0) O N O M r; F M cD ^ to n ^ o ^° ^ (0 ^ r ^ I� r• r ^ � r r• ^ � ^ r• ^ r• ^ r r• r- r r• 00 r- 00 ao � ^ ^ ao 00 ao ^ ^ ao ^ EX 00 r• ^ PROP. au ^ ^ ro ^ ro ^ m ^ m ^ °^° 0o ^ eo 00 0^^0 ^ ^ ^ 0°°^0 00 ^ 000^0 rb ^ oo m 0°'^0 ^ ^ m r• °^' m ^ 0) ^ rn ^ rn ^ GROUND GRADE 17 00 18+00 19+00 20+00 21+00 22+00 TRAIL ALONG FLECK DITCH 7580 7560 7540 7520 DATUM 7'495.00 O 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 O�00 ai ■■■N!!ENMENii-MONEi■■■■■■ ■■■■■■■■■■■■■■■■ U?M r7 � 00 U C M O O cfl 7 O O 10 � 0 c) U � � M O CV c0 00 00 00 O O 00 c0 00 (Dr) M M M M M M M M M M M r7 M M W n n In 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 31+00 7620 7600 DATUM NZV 7580.00 r•i rn LO 32+00 33+00 OVERLOOK TRAIL 0+00 1+00 PROFILE SCALE: HORIZ 1" = 50' VERT 1 It = 50' 00 uJ 2+00 34+00 Attachment D ■ cl DESIGN FTABssociates DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. tabassoc i ates.com Seal ai ■■■N!!ENMENii-MONEi■■■■■■ ■■■■■■■■■■■■■■■■ O N 0 � s o MID30 U � 0+00 1+00 PROFILE SCALE: HORIZ 1" = 50' VERT 1 It = 50' 00 uJ 2+00 34+00 Attachment D ■ cl DESIGN FTABssociates DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. tabassoc i ates.com Seal Issue Dates: MDP 07/16/21 Sheet Title: HIKING TRAIL ALPINE ////, E ■ ENGINEERING INC. 34510 HWY 61 UNIT A9 /PO BOX 97 EDWARDS CO 816321970.926, 1632 1970.926.3373 WWW.ALPINECIVIL.COM Project 1722 Sheet No: I C2.4 I ai a± O N 0 � s o MID30 U � � + c o L O (.0 M W Issue Dates: MDP 07/16/21 Sheet Title: HIKING TRAIL ALPINE ////, E ■ ENGINEERING INC. 34510 HWY 61 UNIT A9 /PO BOX 97 EDWARDS CO 816321970.926, 1632 1970.926.3373 WWW.ALPINECIVIL.COM Project 1722 Sheet No: I C2.4 I p I> F/oi� CONNECT 12`STORM EXISTING RIW INV OU1 INV IN 12" (E; R IM (ADD 1 CTI RIW STEEL OI B AT 12 PROPOSED CONTECH '\ CDS STORM TER / TREATMENT M OLE 4' DIA. MAN / INV IN & OUT -46 Top . SUMP INV -41 Inv =7444.0/ BOULD ESSAR T SEE SHEET C3.2 FOR DOWNSPOUT COLLECTION AND EXTERIOR WALL DRAINS SEE SHEET C3.3 FOR FOUNDATION PERIMETER SUBDRAIN PERIODICALLY MAINTAIN STORM SEWER INLETS (MINIMUM ONCE PER YEAR). REMOVE GRATE AND VACUUM SEDIMENT/DEBRIS FROM 12" SUMP IN INLET MAINTAIN DRAINAGE SWALES SHOWN ON PLAN, TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE ALL STORM INLETS TO BE CONSTRUCTED WITH A 12" SUMP ALL HDPE STORM PIPE TO BE ADS N-12 (WT) SEE SHEET C3.1 FOR STORM SEWER PIPING PROFILES SEE SHEET C3.2 FOR DOWNSPOUT COLLECTION AND EXTERIOR WALL DRAINS Attachment D TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal IN 1 I GLo \ — — 1-701n- 7,4110 \ NYLOPLAST NUNS RIM :r:.: —� $ ------ _ \\\\ = �\ tz \ \ o INV 6 ,. t — ;.::` NSTALL NDS 6" WIDE TRENCH DRAIN. HDP DRAIN WITH PRESLOPED BOTTOM "DURA \ \ \ ' SLOPE CHANNEL DRAIN" MODEL#DS-091; T BLACK CAST IRON SLOTTED GRATE — (DS -231). 22 LF TRENCH DRAIN SECTION. T TER BURIED �• \ \ \ \ \ \ \ \ \ Y CONNECT 4" SDR3 PVC BOTTOM OU ON FACILITY. " A. N / RIM=7449.0' 7464 IN CHAMBERS,, r::s`.' INV BOTTOM FRAME BEGIN (6" — _ 151 ODEL — _ / DEEP)=48.50' SEE DETAIL' 7 _ ; \ \ \ \ Q \ \ CONNECT 4" BIOM OUTLET=46.4' (2) 50" WID " HEIG ;.: INV=7.67 //\\ � \�• o / `� \ TOP PIPE= %4,48.17�O\ \ ® —0 \� \ o o \ \ \ (STONE 12.75' x 158: INSTALL 6' WIDE LANDL CS2 OR \, — \ \ \ EQU \ a REINFORC MEN MAT F — 7460 ABV INSTALL DECK DR o r FF1- 7460 (GRATE RE: LAND) ' \ FF2- 7475 000,— 07) �\ \ \ FF2— 7475\(100'—O•) RIM=74.0' \ \ \ FF3— 7487 ab\ ■ r / \ INV 4 =73.5 �NO SUMP) / \� \ \ \ \� FF3- 7487 , \ \ �E4�- 7499 - , \ \\ i �� \ \ �� \ \ \ \ \ ��4c 749® \ \ / � ' - \ \ \\__ \ \ \ � 0 EX. 24" NYLOPLA — — — — —� \ \ \ \ \ \ �\ — / \ \ ■ INLINE BASIN (TYP) — _ — \ \ \ CONNECT ALL PLANTER _ \ \ \ \ INSTALL 2x3 CURB INLET ON -END W/ OPEN GRATE - — \ �? \ \ \ \ \ \ DRAINS TO STORM SYSTEM, / / — — — \ \ \ \ \ OF EXISTING 18" CI!� CULVERT _ — — \ \RO: \\ \ TYPICAL (RE: LANDSCAPE / / / FF1= 7460 \ \ \ \ \ \ \ =7465.5 \ EAGLE BEND L RIM=76.0 — \ \ \ INV=67.14 — — — — \ — — �) -747-5` — \' \ \ \ \\ \ \\\ G � \ _ _ — \ _ \ — — FOR LOCATION $), / / / — � \ '- "- � \ \ \ \ \ \ I IN =7461.1' >_ \ \ APARTMENTS FF3= 7487 �`� 7460.9' INSTALL DECK DRAIN HDP \ \ \ \ +7483J \ \\�� \ _ \ — _ \ \ \ TYPICAL / — — — — _ — 'GRATE -RE: LAND) / / — \ \ \ \ VVV \ \ \\ RIM=74.8' \ — _ _ �7 + - — — — \ \ \ \ \ \ \ i _` \ \ I h"=74 C i�I O-SIZMP) / — — — \ \ INSTALL 2x3 CURB INL \ \� \ \ \�\ \\\ \� \\ \\ \ \ RIM 74XX INV OUT =74X +147 \ \ \ \ \\ \ \ _� \\ I TA41- TRENC \ \ \� �� + — — \ \ ONNE T OUTFALL \ \ \ \ \ \ 7477 \ Cl1R \ \ � w, pro B ISI \ \ LM INSTALL DECK DRAIN ---2J�Z \ \ \ (GRATE RE° LAND) = RE. \ \ \ \\ \ \ \ \ INST 2x3 CURB INLET \ / �E RIM LAND =74.0' \ \ _\\'� \ \\ \ RIM=74XX \ _ CONNECTION e. \ \�) \\ \ \ ' \ \ \ INV OUT =74XX' PROPOSED BURIE D—E—ENT INFlRATO.R \ \ Q \ _ MbERS ONNECT TO STING L OLEXIMILCOUP • 913 \ 00 �0'IOXI _ — \ \ \`�\ \ \ _ \ �\ \ \ \ \ \ \ INV NCO COUPL R SIMILAR . \ \ M T746L DEGIC \ \ / ` \ _ O _ \ �10 A \\♦ \ \ --_ \ / \ \ �. �,.__:,� ��� "CSR DEFE PIPE AS SARY �\ � _LLCS 01 69.3 � NS 2x3 CUR � \\ \ \ \ \ \ \ \ \ \ IAV T^ hT^ \\ \ \ \ \ \ \------- \ \\\ \ \ \ \ — \\ fNISTALL 4 -BLk STOIfZ�iil BE \ \ \ \ \ \ \ \ \----------- \ \ \ \ \ \ \\ \ \ \ \ \ \ V- 42T1CLL 4 STORM MANHO ----------- - \\\\ \� �I.NviNa� WN UT=74 % \ \ \ \ \ \ \ \ \ \ \ \ \ r \ "A \ \ \ \ \ \ \ \ \ \ \ \ \ Revisions: \ \ \ \ \ \ No Description Date \\\\ \\\\ \\\\\\ \\\\\ \--------------- \ \\\\\\\\�\\\\\\\ \ \ TINL�`T \ \\\\\ -----------_—\_\_\ \\\ \ \ \\ \\ \\\ \\\\ \\\ \ EN TE \ \ \'Wit.\ _ _ \\\\\\ \\\\\\\ j/----------\\\\\��_\\\�_� \\\\ \\\\\\\\ \\\\\ \ \ \\ \\\� \\\\\ \\ \ \ \\ \ DORF 470:;' _ \\\ 7480�v \ \ \ \ --- — -- — — -- — \ \\ \� ///---------- -- \\\ \ \ \\ \ \\\\ _ — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2ND FL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FF ]4000'- \ /— — — — — — — — — — --------- -- —_ \\\\\\\\\\\ \\\� \\\\\ \ \\\\ \\\\\\\\\\ \\ \\ \\\ \ \ \ \ \\ \\ 90.0 141 RFF 4. \ D OR FF :4944' ..Issue Dates: ,STFL 85.9, MDP 07/16/21 \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ `\ \ - - \ 2ND FE 4863 .74972' \ O— \ i ZZ N. �6.7'J6_ Sheet Title: Storm -56 ewer \\\\� \�\\\\\�\\\\ \\\\\ \\ \ \ \ \\ \ \ \\\� \ \\� \� \ \� \ \\\\ \\ �__�_��� ��__�� —�_� •7540 - _ ---- \\ ALPINE ////, /1A ENGINEERINGINC. ED HWYRDS 6l UNIT A8 I PO BOX 97 70.926.3373 — — — — — — — — WWW.ALPINECCO 111632 IVIL.COM \ \ \ \ � — — Project 140: 1722 \\ \\ \\ \ \ \ \ \\ \ \ \ \--'_ -7580'�_---- _ Sheet No: --75,90 // _-_--_ 3.0 LEGEND O PROPOSED 12" NYLOPLAST INLET ❑ ❑0 PROPOSED PROPOSED 2' x 2' INLET 3' x 3' C—INLET 0 PROPOSED STORM SEWER MANHOLE GRAPHIC SCALE 0 15 30 60 ® PROPOSED CURB INLET PROPOSED STORM SEWER PIPE ( IN FEET) 1 inch = 30 ft. PROPOSED UNDERGROUND DETENTION PERIODICALLY MAINTAIN STORM SEWER INLETS (MINIMUM ONCE PER YEAR). REMOVE GRATE AND VACUUM SEDIMENT/DEBRIS FROM 12" SUMP IN INLET MAINTAIN DRAINAGE SWALES SHOWN ON PLAN, TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE ALL STORM INLETS TO BE CONSTRUCTED WITH A 12" SUMP ALL HDPE STORM PIPE TO BE ADS N-12 (WT) SEE SHEET C3.1 FOR STORM SEWER PIPING PROFILES SEE SHEET C3.2 FOR DOWNSPOUT COLLECTION AND EXTERIOR WALL DRAINS Attachment D TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal IN 1 I GLo \ — — 1-701n- 7,4110 \ NYLOPLAST NUNS RIM :r:.: —� $ ------ _ \\\\ = �\ tz \ \ o INV 6 ,. t — ;.::` NSTALL NDS 6" WIDE TRENCH DRAIN. HDP DRAIN WITH PRESLOPED BOTTOM "DURA \ \ \ ' SLOPE CHANNEL DRAIN" MODEL#DS-091; T BLACK CAST IRON SLOTTED GRATE — (DS -231). 22 LF TRENCH DRAIN SECTION. T TER BURIED �• \ \ \ \ \ \ \ \ \ Y CONNECT 4" SDR3 PVC BOTTOM OU ON FACILITY. " A. N / RIM=7449.0' 7464 IN CHAMBERS,, r::s`.' INV BOTTOM FRAME BEGIN (6" — _ 151 ODEL — _ / DEEP)=48.50' SEE DETAIL' 7 _ ; \ \ \ \ Q \ \ CONNECT 4" BIOM OUTLET=46.4' (2) 50" WID " HEIG ;.: INV=7.67 //\\ � \�• o / `� \ TOP PIPE= %4,48.17�O\ \ ® —0 \� \ o o \ \ \ (STONE 12.75' x 158: INSTALL 6' WIDE LANDL CS2 OR \, — \ \ \ EQU \ a REINFORC MEN MAT F — 7460 ABV INSTALL DECK DR o r FF1- 7460 (GRATE RE: LAND) ' \ FF2- 7475 000,— 07) �\ \ \ FF2— 7475\(100'—O•) RIM=74.0' \ \ \ FF3— 7487 ab\ ■ r / \ INV 4 =73.5 �NO SUMP) / \� \ \ \ \� FF3- 7487 , \ \ �E4�- 7499 - , \ \\ i �� \ \ �� \ \ \ \ \ ��4c 749® \ \ / � ' - \ \ \\__ \ \ \ � 0 EX. 24" NYLOPLA — — — — —� \ \ \ \ \ \ �\ — / \ \ ■ INLINE BASIN (TYP) — _ — \ \ \ CONNECT ALL PLANTER _ \ \ \ \ INSTALL 2x3 CURB INLET ON -END W/ OPEN GRATE - — \ �? \ \ \ \ \ \ DRAINS TO STORM SYSTEM, / / — — — \ \ \ \ \ OF EXISTING 18" CI!� CULVERT _ — — \ \RO: \\ \ TYPICAL (RE: LANDSCAPE / / / FF1= 7460 \ \ \ \ \ \ \ =7465.5 \ EAGLE BEND L RIM=76.0 — \ \ \ INV=67.14 — — — — \ — — �) -747-5` — \' \ \ \ \\ \ \\\ G � \ _ _ — \ _ \ — — FOR LOCATION $), / / / — � \ '- "- � \ \ \ \ \ \ I IN =7461.1' >_ \ \ APARTMENTS FF3= 7487 �`� 7460.9' INSTALL DECK DRAIN HDP \ \ \ \ +7483J \ \\�� \ _ \ — _ \ \ \ TYPICAL / — — — — _ — 'GRATE -RE: LAND) / / — \ \ \ \ VVV \ \ \\ RIM=74.8' \ — _ _ �7 + - — — — \ \ \ \ \ \ \ i _` \ \ I h"=74 C i�I O-SIZMP) / — — — \ \ INSTALL 2x3 CURB INL \ \� \ \ \�\ \\\ \� \\ \\ \ \ RIM 74XX INV OUT =74X +147 \ \ \ \ \\ \ \ _� \\ I TA41- TRENC \ \ \� �� + — — \ \ ONNE T OUTFALL \ \ \ \ \ \ 7477 \ Cl1R \ \ � w, pro B ISI \ \ LM INSTALL DECK DRAIN ---2J�Z \ \ \ (GRATE RE° LAND) = RE. \ \ \ \\ \ \ \ \ INST 2x3 CURB INLET \ / �E RIM LAND =74.0' \ \ _\\'� \ \\ \ RIM=74XX \ _ CONNECTION e. \ \�) \\ \ \ ' \ \ \ INV OUT =74XX' PROPOSED BURIE D—E—ENT INFlRATO.R \ \ Q \ _ MbERS ONNECT TO STING L OLEXIMILCOUP • 913 \ 00 �0'IOXI _ — \ \ \`�\ \ \ _ \ �\ \ \ \ \ \ \ INV NCO COUPL R SIMILAR . \ \ M T746L DEGIC \ \ / ` \ _ O _ \ �10 A \\♦ \ \ --_ \ / \ \ �. �,.__:,� ��� "CSR DEFE PIPE AS SARY �\ � _LLCS 01 69.3 � NS 2x3 CUR � \\ \ \ \ \ \ \ \ \ \ IAV T^ hT^ \\ \ \ \ \ \ \------- \ \\\ \ \ \ \ — \\ fNISTALL 4 -BLk STOIfZ�iil BE \ \ \ \ \ \ \ \ \----------- \ \ \ \ \ \ \\ \ \ \ \ \ \ V- 42T1CLL 4 STORM MANHO ----------- - \\\\ \� �I.NviNa� WN UT=74 % \ \ \ \ \ \ \ \ \ \ \ \ \ r \ "A \ \ \ \ \ \ \ \ \ \ \ \ \ Revisions: \ \ \ \ \ \ No Description Date \\\\ \\\\ \\\\\\ \\\\\ \--------------- \ \\\\\\\\�\\\\\\\ \ \ TINL�`T \ \\\\\ -----------_—\_\_\ \\\ \ \ \\ \\ \\\ \\\\ \\\ \ EN TE \ \ \'Wit.\ _ _ \\\\\\ \\\\\\\ j/----------\\\\\��_\\\�_� \\\\ \\\\\\\\ \\\\\ \ \ \\ \\\� \\\\\ \\ \ \ \\ \ DORF 470:;' _ \\\ 7480�v \ \ \ \ --- — -- — — -- — \ \\ \� ///---------- -- \\\ \ \ \\ \ \\\\ _ — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2ND FL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FF ]4000'- \ /— — — — — — — — — — --------- -- —_ \\\\\\\\\\\ \\\� \\\\\ \ \\\\ \\\\\\\\\\ \\ \\ \\\ \ \ \ \ \\ \\ 90.0 141 RFF 4. \ D OR FF :4944' ..Issue Dates: ,STFL 85.9, MDP 07/16/21 \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ `\ \ - - \ 2ND FE 4863 .74972' \ O— \ i ZZ N. �6.7'J6_ Sheet Title: Storm -56 ewer \\\\� \�\\\\\�\\\\ \\\\\ \\ \ \ \ \\ \ \ \\\� \ \\� \� \ \� \ \\\\ \\ �__�_��� ��__�� —�_� •7540 - _ ---- \\ ALPINE ////, /1A ENGINEERINGINC. ED HWYRDS 6l UNIT A8 I PO BOX 97 70.926.3373 — — — — — — — — WWW.ALPINECCO 111632 IVIL.COM \ \ \ \ � — — Project 140: 1722 \\ \\ \\ \ \ \ \ \\ \ \ \ \--'_ -7580'�_---- _ Sheet No: --75,90 // _-_--_ 3.0 \ \ - _�� __ ___�.I. N% ""I, \ \ \ \ \\ \ IN. ****N� kam\ \ \ ' \� \� . \ ____1 \ \ \ . \ \\ \ \ F_4_�__ \ \ SS MH SS i ,*1 S/S OF ON \ FS '7450. 31 WATER V IN 7 01 \ \ \ CONNEC THE EXISTING INV OUT 7439.> \ CS,\ / 4J \ eG _ WATER A D 8 DIP \ \ TER SERVIC UILDING \ \ 1� f \ 244 NDP I D. __� / ....... :���_ , , \ EXI G Ex. C3 -Inlet- FIRE ANT Top 7446.5 Inv�7444.0 / _ qri_�_-, '7 / l ' WMER ENTRY ROO \ _ "\\� � \ \ F,oh, FG \ INV IN 18 =7443.70 \ _ - \ \\� INV IN 10"=44.00' \ / ' \ \ \ \ \� FS G Fp F \ ` INV OUT 18"=7443.66' \ /Y \ \ \ \ \ \ \ \ \`�\ . \ \ S REPAIR DAMAGED \ > - - - - - \ �.y •..\ \ h, G y� ANNECTION. CRACK AT \ \\ I \ \ FS ANHOLE INTERFACE, \ O \ \\ \ G I coo TH ERWSD \ \ / / \\\ \\\ \\ CI Fph, -Vin \ \ \ \ F �1 / -4 �k6$ - - \ \ \ -_ \ S \ FG 6\ FQW - \ \ ' / / / a,/ -EXTEW 10" PVC SEWER \ \ �` ` \ _ - - . \ F \ \ EQI/ \ \ \ SERM-CE-TO BUILDING �-_ ES \G , F�, \ \ /i i / O - - (RE: 'PLUMBING) 4i \ \\ � \ '/ -- � � i 10-1-2 ice' 0 P, -- / i I •°••• ;� , 1. :. �, A r� �. \ - - \ \ l� � �T- /r �° - - - - ` \ \� FD J OX \ \ \•J` 11 - ` o FS , A BO XTERfO F \'.C� \ \ - - \ \ - INSTALL VC - -- - - _� °o \`c UILDIN \ \ \ I- Q., CLEANOUT TO GRADE - \ �� \ F�\ \� ACS \ \ \ \ O CAP=7456.0' - 11 '\\ \ \ INV 10"=44.50' \ F FI✓ \ A \ ♦ \ o S. \ H v - _� RIM--74 9 ' \ lNV IN .16 Flb-- \\ ------ -\ -_ \\ \\\� \F FI✓ A4 INV OUT 7 09 \ \ -- ° \\\ PHASE 1,, _ ��� \s �F c \ \ \ \ - - ` //////\ \�\ \ � \ ►✓ V \ \ _---_ V v vv v moov LEGEND PW PW PROPOSED WATER PS PS PROPOSED SEWER PROPOSED GATE VALVE ®® PROPOSED CURB STOP VALVE PROPOSED THRUST BLOCK PROPOSED FIRE HYDRANT - - PROPERTY LINE 7618 EXISTING CONTOUR EW - E` EXISTING WATER 11111111111111111111 ES E. EXISTING SEWER OEXISTING SEWER MANHOLE GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. ALL CONSTRUCTION OF WATER AND SANITARY SEWER FACILITIES TO CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT (ERWSD) STANDARDS AND SPECIFICATIONS. BACKFILL SUPPORTING PAVEMENTS: SHOULD BE IMPORTED SELECT STRUCTURAL FILL COMPACTED TO 95% STD PROCTOR WITHIN 2% OF OPTIMUM MOISTURE BACKFILL NOT SUPPORTING PAVEMENT: CAN BE EXCAVATED ON-SITE, FINE GRAINED MATERIAL AND SHOULD BE COMPACTED TO 90� STANDARD PROCTOR Attachment D �,r - \\ CONDO � \\�\ \ _ vv J � `� w�v v ti' v \ - v v v _ O > / � A VA v V A �V \ \ , \ ` O - \-_ F�i_ 74 \ \ \\ \ \ \ Co F�,, - �r� \ \ - !��, \ \ \ \ / ° o - - _ - FF2- 7475 \ \ \ \� �\ ���VVV FS \ a �• C �\ \ `� - - _ _ _ - - - , FF3- 7487 _ \ \ \\ \ �\ ' 7� \ FQ��T A \\ \ \ v,� ��%� e� /� - . f- - - �� �/ \ FF4- 7490- - Rl\\ \� \ �eI � \ C�-11 C, \ \ Cry '�! r - - - O ori ----- �\ \ \ ti ey" 1 \ V \ \ �� O - - - _ _ / __ - \ - \ \ \ \ \ \ - \ - \ \ ` \\��� - , - ` - \ _ ,/ r/ / - - \ \ \ \ O \ \\ 1 y ACC CTV \ \ C -1 N I 41 \ _ ---- (,t / \ \ \ \ \ \ A S � \ \ ---- ---\ `\ \\\ -\ `\ - --\ / - - \ \ \ \ O \ \ A / FI,/ \ \ CTV -------_ \%\ - - J \ \ \ \ � \ \ \ \ F -Y/ FQk� \ � `Z` ; - ---- \- \\ `- - `\ -- - _ - ---/ \ \ \ \ \�\, -; 6b \� \ F►r snN� _\\ \\ 0"I _ /� \ - - \ \ ` _ - - - - - \ \ / - 4 - -_ \ \ � \ Alc \A �ph � , W ATER SERVICE CTV \\-, `_. \--- \\ _ \ \`---\ = -- --- - \ \ \ \ \\ \ \% \ 4f TOP 8 IN. \ \ \ _ _ - \ r \ \ F , q//V UTILIZE G \ \ \��� \ -\\` '-�_ - --- ----\ --� -\� \ /F6 \ \ \ Cp ` \ PROCEDURE . �,fP� \ \ \ \\ ` - - - ' I \ ` - - - \ - - - \ \ \ \ \� \ / ` \ \ \ \ \ \ \ \ \ �\ \ ° STOPSEATTPROPERR E U \ \ \ \\ - - �� - - - -- -\ \ /----- - - _ \ \ F \ \\\\--- -_-�- --- --- --- -\ \ \\ \ �. r--- - - - - \ / \ \ \ REMO EX.' QQ\��__�CI\N \ \ - - _ \ \ \ - - - �_ - -` _ - - - - - - - \ \ \ \ .. - - - - - - - - - \ J \ -\ \ \ - C � \ �o \ - - - _ - - - _ - - t - -- - - - - - - - - _ - \ \ \ \ - STALL FIRE YDRA Qw 4 \ ` \ - ` - - ` - _ - - - _ - - _ _ �� - - \ \ - \ \ - \ - _ - \ \ \ \ / - \ \ \ \ \ \ \ - E XOL � 45; END ASSEMBLY (RELOCATED) \ \\� I - - - - - - �` 7 - _ - _ _ ` y AND 6" GUARD VE Fc \ \ \ - - \ - - - - --- - - -_ \ ____ -\_ - - --_ ___ `\ \ \ / \� ,�\ \ \ _ 4. \"� \ \ - • \F� SECO Y CONT,Al W _ _ _ `� _ _ `� \ - - - - 1 -I INSTALL F ILL @ ,F\ F \ - \ \ - - - - \ \ \ \ 2. \ SEWER MAI 0 E R `� `-- --- ---_ --- `-__ _- --- --\�-\ \ \ =\\\`\ '�` -- `---\ - \ \ \ , \ _ \- \ \ \�� ` -_ YD / \ \ -d.) \ Ay F TER MAIN , SSIN - 11111111 - \ \ \ \\ \ \ y`- \ - \ \ �w \ G ______________ MATE \`\`\\\_\`\��Z���---�-_ -\` \ \ / \-- \ / �- \ \ - _ r� F►r R ERWSD SPECIFICATIONS IN -- ------------- -UNE \\\ \- __ - _ -_ -- �-__� \\ \ ,< \ \ \ �/ �` \ FS 4!°, G APPENDIX E. INSTALL TRACER _%- - \ (�_ - - -i!_�,�_k \TCN \\\\\\\\\-` \5 �\� \\ \ __- \ i \ - - - - / \ / \\ F WIRE ON AL9SJ�IAIER AND SEWER \ -_-_------ - - - -i \ \ \ -- ___ _ - \ \ \ / c F F MAINS AND VICE _ _ _ - - - - \ \ \ \ \ \ \ - _ \ __ \ �...� \ \ \ I - - - \ \ \ \ \ \ \ \ \ \ A G' \ 0400 yds \ \ \ \ \ \ . _ \ \ - \ - \ \ . - _ - - - \ \ \ \ FQ - - \ \ - - -_� - - \ \ \ \ \ \ \ r r INV IN 7469�y4 1-1 ----_-�_-- \ \ \� \ \ \ \ \ --- \\ __ \\\\`\ -\ \ \----__ -I�- _ �� - �\ 1. \ \ \\ \ \ \ \ \ \ \ \ . �jK. P OUT 7461. \ '71 I so 11 - - - %�\ _ \ - - - _ _ \ \ �� \ \ \ \ \ \ \ \ \ \H� _ \ \ \ ` S ^� \ �G F�\S MAIN WI - - \ \ - - - ` \ \ - - _ - \ \ \ \ \ \ P ; r,, \ \ \ A CONNECT TO ISTINGQk, - - - \ \ \ \ \ \ - - \ \ \ _ \- \ \ \ EX. SIRE 7tN WI \ \ _ \\_ \\\\\\� `\ -\ _ \- -_ -� \ ---------' � -\\\ '�`�\ \ \ \ \ \ \ \ \ � \ \ - \_06 £ \ p \ \ �/�\ R TAPPING \ \ \ \ \ - \ \ \ - - \ - ` - - _ - - - - - _ - \ \ _ \ \ \ _ �\ \ \ \ \ \ �EZ06AT7=D\ \ \ N \ \ \ A[6�S. CAL FQ \ _ _ \ - - _ - - _ \ _ - \ \ \ \ \ \ \ \ \ - - \ \ \ \ \ \ \ \ \ \ - ` ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ \ _ - a \ \ A/y \__ __ - \ \\\\\\ \\ \\ \\ \ \---------------- \ \ \ \ \ \ \\ \\ \\ \ \\ \ \ \ \ \ \ \ -- \ \ \- (7� I \ \\ FA F \ \ \\ \ \ \ \ I _1 A/ G FI, \ \\\\ I-, _.------------- \ \\ \ \ \ \ \ - \ \ - - _ Fp F� \ \ \ \ \\ \ \ \ \\ \ \\ -i---------------\ \\ \\ \\ \\\ \\ \\ \\\ \ \ \ \ \ - \ \ \ - / \ -- \\\ \ \ \\ \ \ \\ \ �\ - I---------------- \ \\\ \\ \\ \\\\\\\\\ � \\� \ \ \ \ -- \ \ \ \ \ PI A - - -= . \ \ \ \ \ \ \ - ----- \ \ \\ \\ \ \ \ \ \\� \ \ \ \ \ \ \ \ \ SS - \ \ �- �\ EA 11 \\\\\ \\\\ \_\\ \\\_ \---i------------- ^�� \��\ \�\\\�\\�\\�\ \�� ,: � \\ �s�\\ \ \ \ \\ \ \ \ - -� \\\ \\ ti FG \ \ \ \ \ \ \ \ \ ��q \ \ \ \ \ \ \ \ \ \ \ \ \ `'�` - \ \ \ \ \ \ - - \ \ \ . \\ \ \ \ \ \ -i/------------�ws1\\ \ \ \\ \ \ \\ \\ \\\ \ \ � \\` \ \ \ \ \ \ \ \ \ - \\ v 1�1 1-1 \ /---------- \ \ \ \ \ \ \ \\ 1-1 y 4t, ` \ \ \ - -_ - \ \ \\ \ \ \ \ \ \\ \\ \\ \ \ \ \_ A O T N�4` R ?VC A / i - - - \ \ \ \ \ \ \ \\ \ \ p�IASE�TOiNNH1uICS \ \ \ \ _ S -- �� \ \ \ \ ------------ �\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \\\ \\ \ \ \ \ \I \ \ \ \ S \ \ \ -_i/ \ \ \\ \ \\ \\ \\ \ T�Nt \ \ � � -_ \ \ \ / \ ------ \ \- \ \ \ \\\ \\ \ \ \ __ \ \\\\ \ \\ \� \\ \ D Ek T \ \ _ - \ / -� � CES AT F \ \ \���/ / \\ \ \\\ \\ \\\ \ \ \ \ \\ \ \\ \ \ \ \\ \ v% ' _ \ \--------- - \\ \-- \\ \ \ \ \ \ \\ \ \V, \ -� %M I TO SEWER - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ // _--------- \\ \\ \ \\\ \\ \\\ \ \\\ \\\ \\\ \\\• �\ - PHASE _ \ _ \-_�// ��- -------lam- -\ `\\�\\ \\�\\�\\\\� \\\\\ \\\\\\\\\\ \\\\\ \\\\\\ \\ �C UTS\ \\ �\ \\ ` v L1tAN ,��ICAL -�/�/ _------- \\ \\\ \\ \ \\\ \\ \\\ \ \\\ \\\\ \\ \ \\ \ \\\ \ \ \ \\ \\ \\ p \ \\`Z�. _---------_ _ -_-_ \\\ \`\\ \\\ \\ \\\\ - TOWNI-;<.. ,,' 8- C ) S `\ \ \ \ \ \ \ \ \ \ \\ \ \ - - - \ \ ------���� \\\\\\ \\\ \\ \ \\\ \\\\\ \ \\\\ \\ \\\\ \\ \ \\\ \\ \ \ - - - - - \ - _ __-� \ \ \ \ \ \ \ \ \ \ 0. \ \ \. \ \ - \ - - \ - \ \\ \\ \ \\\ \ \\\ \ \\\\\ \ \\ \\ \\ \ \ \ \II.\ \\ - - - - - _ _ \ - \ ------ -- \\ \ \\ \ \\\ \ \ \\\ \\ \\ \\ \\ \\�-\\ - -- - - - \ G _ \ \\,\ - - - - -_ . _ Q\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - \ - - -\ _11 -- � ���p \ \ \\ \ \ \ \ \ \ \ \\ \\\\ \ \ \�`� \ \\ \\ \ \ \ \ \ a-` - - - `- - \�// -- \ \ _ - \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ -V \\ `\ \ \ \ \ \ \ IIII, \-i`\-\ \- -�g - ` ` -\_ \ \ _ _ - - \ \\ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \11' \ \ \ -_ � \ - - - - - _ `: - -- `_ ` - _ - `� `\ \ \ ---\� \\\\\\\ \\\\ \\\ \\ \ \\\ \\\\ \\\ \ \� \\\ \\`� \` \ \ \" � \`\\\-`-`- --\`-`\ -\ `--- -\\ ` - -- p - - ---\ \___ _ \\ \ \\ \\\ \\ \\\ \\\ \\ \ \ \ \\ \\ \ - - \ - - \ \ -_ -_ \ - \\ \\ \\ \\ \\\\\ \ \ \\\ \ \\ \\ \ \\ \ \ - - - - -� - \ \ - - - _ - - \ \\ \\\\ \\\ \ \ \ \\ \ \ \ \\ \ -- \ \ \ \ \_\ \ \\_\\_\\ \\ \_ \ \_-\_�-\_- �\� �_ - - -- \ _ ' - - \ \ \ \ \ \ \ \ \\ \, \ \ \ \ \ \ \ \ \ \ \ \ - \ \ - - - - - _ \ \ \ - - - \ \ -�- - - - - - _ - - - . 7 - _ - - _ \ \\\\ \\\\\ \��\ \ \\ \\ \ \\ \\ \ \ \ \ - - - _\ - \ - \_ --- 2 - i--�-� - ERWSD Water Plan Notes \ \ \ \ \ \ \\ \ \ \ \ \ \'� \ - __ - \ Z a\ �•- - _ - - _ - - - = - _ - ` - - ERWSD Standard Plan Notes \ \ \ \ - -.e _ - _ - - - _ - - - - _ 1. All water line construction is subject to the most recently adopted ERWSD Rules and Regulations. 1. All materials, workmanship,and construction shall meet or exceed the standards andspecifications set forth in the Eagle \ \\ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - _ - - - - \ _ - _ - _ - - - - - _ - - _ - - - - - _ _ - - 2. All water mains shall be a minimum of 8" in diameter. River Water and Sanitation District Rules and Regulations. Where there is conflict between these Plans and the Rules and \\ \ \ N" \ \ \ \ \\ \ \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - , -%` - ` - ` - - - - ` - - - ' _ _- - - - - - ' 3. All water mains shall be installed with a minimum of 7ft cover to top of pipe and a maximum of 9.5ft cover to top of pipe. Regulations or any applicable Standards, the more stringent Standard shall apply. All Work shall be inspected and approved by \ \- � � \\ \ \ \ \ \\ \ \ ` \ � � \ - __ \ \ \ \ � - `� � - - ` - - - __ - - - - ' - - - - _ - - 4. Pipe deflections shall not exceed pipe manufacturers maximum allowable deflection or exceed the values in Appendix C- \\ \ \\\ \ \ \ C� \\ \ \ \` \ \ \ \ _ -_ \ \ - - - \ \ \\ \ \ \\ \` \ \ - - - - - - - - - - - - - - - - - - - _ - - - the ERWSD Construction Inspector. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - _ \ \ \ \ \ \ _ - _ - - - 540 " - - - - - - - - - - _ _ \ \ \ \ \ \ \ - - - -� 7�------------- 2.6.9 Table C-1 2. Contractor shall schedule a mandatory pre -construction meeting at the construction site a minimum of three (3) business \\ \� �\ \\ \ \\ \ \ \ \ \ \\ \ y\ - - - - - _ - S. All DIP water mains must be encased in PE Wrap per Article C-3.2.9 days after the plans have been submitted. Participants shall include, but are not limited to: the Applicant; Applicant's \ \\\ �'�9 \ \ \ \ \ \ __ __ \\ \ \ \ \ � � - \ \ � � \ ` \ \ - - \ \ \ \ \ \ \ � \ - - - -- - - - - - - 6. Tracer wire meeting ERWSD requirements per Appendix E-1.12 g p y g g \\ \� \ \ � \ \ � \ \ \\ \\ \ \ \ \ � _ \ � __ � \ � -_ - \ _ \ \ � \ � \ \ -_ \ ` - O =_ - - = _ contractor, excavator and engineer; and the District representative. Construction may begin once the meeting has concluded \ \ \ \ \ \ \ \ \ \ \ \ \ \ -_ - _ - _ - - - - - _ 7. Waters specific marking tape shall be installed 24"above water main. \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ _ - \ \ \ \ \ - _ ` - - - - _ - _ - - 755 - - - - - - - - - p g p and the District Inspector has signed off. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ - - - - _ - - \� - - - - - - - - - 8. All water mains shall be bedded per Appendix E, Detail E-01 \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - _ - _ - _ _ - \ \ - - - - - - - - _-- _ p pp 3. The Contractor shall have one (1) signed copy of the approved Plans, one (1) copy of the appropriate criteria and \\ \ \ \ _- \ \ \ \\ N, \\ \ \ \` \ \ \ \ � \ \ \ \ \ \ \ \yam _ _ _ _ _ - - - \ \ _ - - - - - - - - - - - - - 9. All water lines that run parallel to sanitary or storm sewer shall be installed a minimum of 10ft horizontal) away from water \ \ \ \ \ \ \ \ __ \ \ \ \ \ - - _ \ - - - - - - - - - - p Y Y Y specifications, and a co of an permits and extension agreements needed for the job onsite at all times. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ - - - \ \ \ ` - - - - - - - - - - - - - - - - - orsecondar containment must be used. p copy any g \\� \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \\ \� \ \ \---_-� ---\ \ \ \ \-_- 60-,----_----- -_ -� Y 4. Provide a complete Bill of Materials for all proposed water and wastewater infrastructure �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ _ _ -- - _ _ - - \ \ \ 75 - -- - - - 10. All water mains must be tested in accordance with ERWSD Rules and Regulations Article 9.3.3. \\ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ - - _ _- _ _ - _ _ - \ \ \ \ \ _ ' - _ - - - - ` - S. The Contractor shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, \ \ \ \ \ \ \ \ \ \ ` \\ \ \ \_ \ \ \ \ \ _ _ \ - ' - - - - - - - - - - ` p p Y g g g \ \ \ \ \\ \ \ \ \ _ - 11. All water service lines shall be constructed along the shortest and straightest route possible. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - \ \ \ \ - - - - - - - - -I- - - _ - g g p traffic control, and security. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ ' $ - - - \ \ \ \ \ \ - - - ' - ' _ 12. Water service lines taps must be a minimum of 18" apart. \ \ \\ � \ \ \ \ \ \ \ \ __ \ \ \\ \ \ \ \ \ \ \ \ - - - - _ \ \ \ - - 6. If during the construction process conditions are encountered which could indicate a situation that is not identified in the \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ 7Q - - - - - _ 13. Water service curb stop must be placed at property line, edge of ROW or edge of easement. \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ _ - - _ -- ` \ \ \ \ \ \ , 75 - - - - - - - - - - - _ - Plans or specifications, the Contractor shall contact the ERWSD Construction Inspector immediately \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ - - \ \ \ \ \ \ \ - - _ - - - - - - - - - - - - - p pp Y appropriate governing agency \ \ \ \ \ \ \ \ \ \ ---- -\ \ \ \ I',, \---------- - 7. Submit traffic control plans as approved b the ro riate overnin a enc \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ __ _ - -- - 8. The Contractor is responsible for providing all labor and materials necessary for the completion of the intended \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ - - - - - \\ \ \ \ \ \ \ - - - i - - - - - - - - - - - - - ERWSD Sanitary Sewer Construction Notes improvements shown on these drawings or as designated to be provided, installed, or constructed unless specifically noted \ \\ � \\ \� \ \ \ \ � \ \ \ � � \ \ \\ \ \ \ \\ \ \ - � \ \ \ \\ \ \ ` -- _ _ -7580 _ _ i_ = _ _ _ _ _- -_ -_- - otherwise. \ \ \\ \\ \ \ \ \\ \ \ \ - \ \ \ \ \ __ / _------�-- - sanitary adopted Regulations.- - - ` - ry I Y p g 9. The Contractor shall be responsible for recording As -Built information on a set of record drawings kept on the construction ERWSD TRACER WIRE NOTES (SEE APPENDIX E-1.12 FOR ALL NOTES) \ \ \ \ \\ \ \ \ \ \ \ - - - - - \\ -\ - ` - - - \ _ _ _ - _ _ i _ - _- 2. All sanitary sewer mains shall be a minimum of 8 In diameter. site and available to the ERWSD Construction Inspector at all times. All as -built information shall be field surveyed under the \\ � \ \\ \\ � \ \ \ \ \ \ \ \ ` -_ \ \ ` -_ - - - \ ` \ � - - - - -_ ,- / - - - - - - -I - - - - - 3. All sanitary sewers shall be installed with a minimum of 4.5ft cover to top of pipe and a maximum of 14ft cover to top of direct care and supervision of a licensed Professional Land Surveyor. 1. All water and sewer mains and services shall have tracer wire \ �� \ \ \\\ � -, \ \ \ \ \ \ \ _ - - ` - - ` - _ - �\ \ \ - _ _ - - - � � / � _ _ - - - - - - - - pipe. 10. The contractor shall obtain locates prior to any excavation 2. tracer wire to be HDPE insulated #12 AWG copper or copper clad steel, 300 Ib load, 30 mil insulation \ \ \ \ \\ \ \ \ � \ \ - - ` - _ ` - - - - - ` -` \ \\ \ \ ' / - - - 4. Tracer wire per Appendix E1.12 to be installed on all sanitary sewer lines, to include both mains and service lines. \ \ ,*11 \ ,- \ \ \ ` - - - - - ` - - - - - \\ \\ \ - - - 7590 � - ' I i / // _ - - - - - - p pp ry 11. The contractor is responsible for any damage to any utility facilities as a result of their actions. 3. Insulation to be color coded per AWWA, blue (water), green (sewer), red (ground wire) \ \ \ \\ \ \ \ \ - - - _ - - - - \ \ \\ - -_ // / S. All sanitary sewers shall be bedded per Appendix E, Detail E-01 \ \ \ \ \\ \ \ \ - _ - - - - - - - - � \ \ \- - - _ - _ �/ / -- - _ -- - - - - - - The contractor shall make the required repairs immediately to the satisfaction of the affected utility. 4. All connectors to be lockable at wire intersections \ \ \ \ - - - - \ \ - - - 6. All sanitary sewers shall be installed a minimum of 10ft horizontally away from domestic water or secondary containment \ \ \ \ \ \ __ - - - - - __ - ` - - _ - \ \ \ \\ \ - _ �'� , // /�- - - - - - 12. Eagle River Water and Sanitation District does not guarantee the accuracy of the locations of existing pipelines, manholes, S. See Appendix E for approved wire and connector manufacturers \ \ � \ \ _ \ � \ - - _ \ , \ \ � \ \ _ - , � � / , / � - must be used. hydrants, valves and service lines. If field conditions are found to be different than shown on the plans, the contractor shall 6. Access Box- tracer wire access box at water curb stops and sewer cleanouts 7. All sanitary sewers must be tested in accordance with ERWSD Rules and Regulations Article 9.3.3. notify the inspector and design engineer immediately. 7. Ground all dead ends and termination points at Access Boxes. 8. All sanitary sewer service lines shall be constructed along the shortest and straightest route possible. 13. All trenching and backfill shall be in accordance with Appendix E of the ERWSD Rules and Regulations. 8. Tracer wire placed on top half of pipe and plastic zip teid to pipe every S feet. 9. Sanitary sewer services shall be connected a minimum of 10 feet outside of manholes with a wye connection. 10. Sanitary sewer service lines taps must be a minimum of 18" apart. 11. Sanitary sewer service cleanouts should be placed outside of the ROW whenever possible. TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com \ \ __ 0 0 a '~ NNr ON ■ 2 _/I 0 G�\ 9'r- � \ %%I I \ \\ . - EXISTING 18" MAIN \ \ \ 3: F'Oti \ IN V=43.68' \ \ -: � \ \ EG \ \ � \ EX. 4 DIA M�CNkIOLE RIM=7454.2' \ n r _ "\\� � \ \ F,oh, FG \ INV IN 18 =7443.70 \ _ - \ \\� INV IN 10"=44.00' \ / ' \ \ \ \ \� FS G Fp F \ ` INV OUT 18"=7443.66' \ /Y \ \ \ \ \ \ \ \ \`�\ . \ \ S REPAIR DAMAGED \ > - - - - - \ �.y •..\ \ h, G y� ANNECTION. 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EXISTING SEWER OEXISTING SEWER MANHOLE GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. ALL CONSTRUCTION OF WATER AND SANITARY SEWER FACILITIES TO CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT (ERWSD) STANDARDS AND SPECIFICATIONS. BACKFILL SUPPORTING PAVEMENTS: SHOULD BE IMPORTED SELECT STRUCTURAL FILL COMPACTED TO 95% STD PROCTOR WITHIN 2% OF OPTIMUM MOISTURE BACKFILL NOT SUPPORTING PAVEMENT: CAN BE EXCAVATED ON-SITE, FINE GRAINED MATERIAL AND SHOULD BE COMPACTED TO 90� STANDARD PROCTOR Attachment D �,r - \\ CONDO � \\�\ \ _ vv J � `� w�v v ti' v \ - v v v _ O > / � A VA v V A �V \ \ , \ ` O - \-_ F�i_ 74 \ \ \\ \ \ \ Co F�,, - �r� \ \ - !��, \ \ \ \ / ° o - - _ - FF2- 7475 \ \ \ \� �\ ���VVV FS \ a �• C �\ \ `� - - _ _ _ - - - , FF3- 7487 _ \ \ \\ \ �\ ' 7� \ FQ��T A \\ \ \ v,� ��%� e� /� - . f- - - �� �/ \ FF4- 7490- - Rl\\ \� \ �eI � \ C�-11 C, \ \ Cry '�! r - - - O ori ----- �\ \ \ ti ey" 1 \ V \ \ �� O - - - _ _ / __ - \ - \ \ \ \ \ \ - \ - \ \ ` \\��� - , - ` - \ _ ,/ r/ / - - \ \ \ \ O \ \\ 1 y ACC CTV \ \ C -1 N I 41 \ _ ---- (,t / \ \ \ \ \ \ A S � \ \ ---- ---\ `\ \\\ -\ `\ - --\ / - - \ \ \ \ O \ \ A / FI,/ \ \ CTV -------_ \%\ - - J \ \ \ \ � \ \ \ \ F -Y/ FQk� \ � `Z` ; - ---- \- \\ `- - `\ -- - _ - ---/ \ \ \ \ \�\, -; 6b \� \ F►r snN� _\\ \\ 0"I _ /� \ - - \ \ ` _ - - - - - \ \ / - 4 - -_ \ \ � \ Alc \A �ph � , W ATER SERVICE CTV \\-, `_. \--- \\ _ \ \`---\ = -- --- - \ \ \ \ \\ \ \% \ 4f TOP 8 IN. \ \ \ _ _ - \ r \ \ F , q//V UTILIZE G \ \ \��� \ -\\` '-�_ - --- ----\ --� -\� \ /F6 \ \ \ Cp ` \ PROCEDURE . �,fP� \ \ \ \\ ` - - - ' I \ ` - - - \ - - - \ \ \ \ \� \ / ` \ \ \ \ \ \ \ \ \ �\ \ ° STOPSEATTPROPERR E U \ \ \ \\ - - �� - - - -- -\ \ /----- - - _ \ \ F \ \\\\--- -_-�- --- --- --- -\ \ \\ \ �. r--- - - - - \ / \ \ \ REMO EX.' 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All water line construction is subject to the most recently adopted ERWSD Rules and Regulations. 1. All materials, workmanship,and construction shall meet or exceed the standards andspecifications set forth in the Eagle \ \\ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - _ - - - - \ _ - _ - _ - - - - - _ - - _ - - - - - _ _ - - 2. All water mains shall be a minimum of 8" in diameter. River Water and Sanitation District Rules and Regulations. Where there is conflict between these Plans and the Rules and \\ \ \ N" \ \ \ \ \\ \ \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - , -%` - ` - ` - - - - ` - - - ' _ _- - - - - - ' 3. All water mains shall be installed with a minimum of 7ft cover to top of pipe and a maximum of 9.5ft cover to top of pipe. Regulations or any applicable Standards, the more stringent Standard shall apply. All Work shall be inspected and approved by \ \- � � \\ \ \ \ \ \\ \ \ ` \ � � \ - __ \ \ \ \ � - `� � - - ` - - - __ - - - - ' - - - - _ - - 4. Pipe deflections shall not exceed pipe manufacturers maximum allowable deflection or exceed the values in Appendix C- \\ \ \\\ \ \ \ C� \\ \ \ \` \ \ \ \ _ -_ \ \ - - - \ \ \\ \ \ \\ \` \ \ - - - - - - - - - - - - - - - - - - - _ - - - the ERWSD Construction Inspector. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - _ \ \ \ \ \ \ _ - _ - - - 540 " - - - - - - - - - - _ _ \ \ \ \ \ \ \ - - - -� 7�------------- 2.6.9 Table C-1 2. Contractor shall schedule a mandatory pre -construction meeting at the construction site a minimum of three (3) business \\ \� �\ \\ \ \\ \ \ \ \ \ \\ \ y\ - - - - - _ - S. All DIP water mains must be encased in PE Wrap per Article C-3.2.9 days after the plans have been submitted. Participants shall include, but are not limited to: the Applicant; Applicant's \ \\\ �'�9 \ \ \ \ \ \ __ __ \\ \ \ \ \ � � - \ \ � � \ ` \ \ - - \ \ \ \ \ \ \ � \ - - - -- - - - - - - 6. Tracer wire meeting ERWSD requirements per Appendix E-1.12 g p y g g \\ \� \ \ � \ \ � \ \ \\ \\ \ \ \ \ � _ \ � __ � \ � -_ - \ _ \ \ � \ � \ \ -_ \ ` - O =_ - - = _ contractor, excavator and engineer; and the District representative. Construction may begin once the meeting has concluded \ \ \ \ \ \ \ \ \ \ \ \ \ \ -_ - _ - _ - - - - - _ 7. Waters specific marking tape shall be installed 24"above water main. \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ _ - \ \ \ \ \ - _ ` - - - - _ - _ - - 755 - - - - - - - - - p g p and the District Inspector has signed off. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ - - - - _ - - \� - - - - - - - - - 8. All water mains shall be bedded per Appendix E, Detail E-01 \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - _ - _ - _ _ - \ \ - - - - - - - - _-- _ p pp 3. The Contractor shall have one (1) signed copy of the approved Plans, one (1) copy of the appropriate criteria and \\ \ \ \ _- \ \ \ \\ N, \\ \ \ \` \ \ \ \ � \ \ \ \ \ \ \ \yam _ _ _ _ _ - - - \ \ _ - - - - - - - - - - - - - 9. All water lines that run parallel to sanitary or storm sewer shall be installed a minimum of 10ft horizontal) away from water \ \ \ \ \ \ \ \ __ \ \ \ \ \ - - _ \ - - - - - - - - - - p Y Y Y specifications, and a co of an permits and extension agreements needed for the job onsite at all times. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ - - - \ \ \ ` - - - - - - - - - - - - - - - - - orsecondar containment must be used. p copy any g \\� \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \\ \� \ \ \---_-� ---\ \ \ \ \-_- 60-,----_----- -_ -� Y 4. Provide a complete Bill of Materials for all proposed water and wastewater infrastructure �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ _ _ -- - _ _ - - \ \ \ 75 - -- - - - 10. All water mains must be tested in accordance with ERWSD Rules and Regulations Article 9.3.3. \\ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ - - _ _- _ _ - _ _ - \ \ \ \ \ _ ' - _ - - - - ` - S. The Contractor shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, \ \ \ \ \ \ \ \ \ \ ` \\ \ \ \_ \ \ \ \ \ _ _ \ - ' - - - - - - - - - - ` p p Y g g g \ \ \ \ \\ \ \ \ \ _ - 11. All water service lines shall be constructed along the shortest and straightest route possible. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - \ \ \ \ - - - - - - - - -I- - - _ - g g p traffic control, and security. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ ' $ - - - \ \ \ \ \ \ - - - ' - ' _ 12. Water service lines taps must be a minimum of 18" apart. \ \ \\ � \ \ \ \ \ \ \ \ __ \ \ \\ \ \ \ \ \ \ \ \ - - - - _ \ \ \ - - 6. If during the construction process conditions are encountered which could indicate a situation that is not identified in the \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ 7Q - - - - - _ 13. Water service curb stop must be placed at property line, edge of ROW or edge of easement. \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ _ - - _ -- ` \ \ \ \ \ \ , 75 - - - - - - - - - - - _ - Plans or specifications, the Contractor shall contact the ERWSD Construction Inspector immediately \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ - - \ \ \ \ \ \ \ - - _ - - - - - - - - - - - - - p pp Y appropriate governing agency \ \ \ \ \ \ \ \ \ \ ---- -\ \ \ \ I',, \---------- - 7. Submit traffic control plans as approved b the ro riate overnin a enc \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ __ _ - -- - 8. The Contractor is responsible for providing all labor and materials necessary for the completion of the intended \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ - - - - - \\ \ \ \ \ \ \ - - - i - - - - - - - - - - - - - ERWSD Sanitary Sewer Construction Notes improvements shown on these drawings or as designated to be provided, installed, or constructed unless specifically noted \ \\ � \\ \� \ \ \ \ � \ \ \ � � \ \ \\ \ \ \ \\ \ \ - � \ \ \ \\ \ \ ` -- _ _ -7580 _ _ i_ = _ _ _ _ _- -_ -_- - otherwise. \ \ \\ \\ \ \ \ \\ \ \ \ - \ \ \ \ \ __ / _------�-- - sanitary adopted Regulations.- - - ` - ry I Y p g 9. The Contractor shall be responsible for recording As -Built information on a set of record drawings kept on the construction ERWSD TRACER WIRE NOTES (SEE APPENDIX E-1.12 FOR ALL NOTES) \ \ \ \ \\ \ \ \ \ \ \ - - - - - \\ -\ - ` - - - \ _ _ _ - _ _ i _ - _- 2. All sanitary sewer mains shall be a minimum of 8 In diameter. site and available to the ERWSD Construction Inspector at all times. All as -built information shall be field surveyed under the \\ � \ \\ \\ � \ \ \ \ \ \ \ \ ` -_ \ \ ` -_ - - - \ ` \ � - - - - -_ ,- / - - - - - - -I - - - - - 3. All sanitary sewers shall be installed with a minimum of 4.5ft cover to top of pipe and a maximum of 14ft cover to top of direct care and supervision of a licensed Professional Land Surveyor. 1. All water and sewer mains and services shall have tracer wire \ �� \ \ \\\ � -, \ \ \ \ \ \ \ _ - - ` - - ` - _ - �\ \ \ - _ _ - - - � � / � _ _ - - - - - - - - pipe. 10. The contractor shall obtain locates prior to any excavation 2. tracer wire to be HDPE insulated #12 AWG copper or copper clad steel, 300 Ib load, 30 mil insulation \ \ \ \ \\ \ \ \ � \ \ - - ` - _ ` - - - - - ` -` \ \\ \ \ ' / - - - 4. Tracer wire per Appendix E1.12 to be installed on all sanitary sewer lines, to include both mains and service lines. \ \ ,*11 \ ,- \ \ \ ` - - - - - ` - - - - - \\ \\ \ - - - 7590 � - ' I i / // _ - - - - - - p pp ry 11. The contractor is responsible for any damage to any utility facilities as a result of their actions. 3. Insulation to be color coded per AWWA, blue (water), green (sewer), red (ground wire) \ \ \ \\ \ \ \ \ - - - _ - - - - \ \ \\ - -_ // / S. All sanitary sewers shall be bedded per Appendix E, Detail E-01 \ \ \ \ \\ \ \ \ - _ - - - - - - - - � \ \ \- - - _ - _ �/ / -- - _ -- - - - - - - The contractor shall make the required repairs immediately to the satisfaction of the affected utility. 4. All connectors to be lockable at wire intersections \ \ \ \ - - - - \ \ - - - 6. All sanitary sewers shall be installed a minimum of 10ft horizontally away from domestic water or secondary containment \ \ \ \ \ \ __ - - - - - __ - ` - - _ - \ \ \ \\ \ - _ �'� , // /�- - - - - - 12. Eagle River Water and Sanitation District does not guarantee the accuracy of the locations of existing pipelines, manholes, S. See Appendix E for approved wire and connector manufacturers \ \ � \ \ _ \ � \ - - _ \ , \ \ � \ \ _ - , � � / , / � - must be used. hydrants, valves and service lines. If field conditions are found to be different than shown on the plans, the contractor shall 6. Access Box- tracer wire access box at water curb stops and sewer cleanouts 7. All sanitary sewers must be tested in accordance with ERWSD Rules and Regulations Article 9.3.3. notify the inspector and design engineer immediately. 7. Ground all dead ends and termination points at Access Boxes. 8. All sanitary sewer service lines shall be constructed along the shortest and straightest route possible. 13. All trenching and backfill shall be in accordance with Appendix E of the ERWSD Rules and Regulations. 8. Tracer wire placed on top half of pipe and plastic zip teid to pipe every S feet. 9. Sanitary sewer services shall be connected a minimum of 10 feet outside of manholes with a wye connection. 10. Sanitary sewer service lines taps must be a minimum of 18" apart. 11. Sanitary sewer service cleanouts should be placed outside of the ROW whenever possible. TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Issue Dates: MDP 07/16/21 Sheet Title: Water & Sewer ALPINE //////,A E I ENGINEERING INC. 34510 HWY 6 1 UNIT A9 IPO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project 1722 Sheet No: C4.0 0 0 0 a '~ NNr ON ■ 2 _/I 0 Cu a � 0 ■13 l'R �0 3: L 0 O 0 � � 0 O 2t C m EP co 0 � � L V ■ 1= :o �: ■_ PM E = CF) - (LE Z: > 0 a 0 (D(13 qqqr1 O VJ O 01 V Issue Dates: MDP 07/16/21 Sheet Title: Water & Sewer ALPINE //////,A E I ENGINEERING INC. 34510 HWY 6 1 UNIT A9 IPO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project 1722 Sheet No: C4.0 \ \ .S \ CONNECT 0 \ \ GAS MAIN \ FS FG \ PROPOSED TEMPORARY HOLY CROSS \ ENERGY TRANSFORMER \ \ E F VAULT UM1-13S (56"X56") WITH 84" PAD \ AP OXI ATE LOC ON 24° \ INSTALL (2) 4" PVC CO IT BURIED AT \ \ OF EXISTI IC CONDUIT STU UTS Hai FS TOP OFB4' DEER M 74 8EXIST15'G 0 \ \ CONNECT INTONPROPE ND �0 / TOP OF BURIED, VAULT=7448.0' �. EXISTI A D 2" PE 2 / EG \GAS MAIN ALS AT OF WAY' FROM WES N LEGEND PC PC — PROPOSED CONDUITS PE PE — PROPOSED ELECTRIC — PG PG -- PROPOSED GAS PCOM PROPOSED TELEVISION SERVICE PCL PROPOSED PHONE SERVICE — PC PC — PROPOSED SPARE CONDUITS — EE EE— EXISTING ELECTRIC — EG EG — EXISTING GAS ETH EXISTING TELEPHONE EQW EXISTING CENTURYLINK GM PROPOSED GAS METER EM PROPOSED ELECTRIC METER ®O PROPOSED COMMUNICATIONS VAU EXISTING TRANSFORMER EXISTING ELECTRICAL VAULT EXISTING COMMUNICATIONS VAULT CLEAR AREA ��J i PROPOSED TRANSFORMER NOTES.* 1. Most existing utilities on this plan are shown field located and surveyed utility locates. Additional utilities may exist. 2. Verify all mechanical connections prior to construction of utilities. 3. Coordinate site lighting and irrigation with proposed utilltlea. 4. Gas lines must enter buildings above grade. Coordinate additional gas meter and line requirements with gas company. (Such as meter proximity to open doors or operable windows.) 5. Mechanical storm and building louver locations aro not yet known but will be required. --a� GRAPHIC SCALE 0 15 30 60 "0!!!" ( IN FEET ) Attachment D FTABssociates DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Ex. d Inlet T ♦ `t\' PROPERTY LINE (WITH o ♦ BO \ 1 inch = 30 ft. ' BURIED S Top#7446.5 e4. ♦ � ASCENT BUILDING) 'T THE \ Invr7444.0 `' ' f .. �♦ ♦ \ HA IRS -Fpy NORTHERN BRANCH IN \ 7 7 \ / 6, AS SHOWN. GAS P B y S. \ 1» \\ \ \ Fpti \� Fp COMCAST CABLE TV EXISTING CENTURY LINK T E ' r / - COMMUNICATION VAULT, VERIFY \ \ ' — F H \ F SERVETPROPM 'AMPLIFIER) CABLE AND FIBER CAN BE \ — Q SERVED FROM HERE. CON T :• `f:` ii — \ \ FG 6 \ � k' — BE RELOCATED BY, \ S E %r — _ — — ', \ F �� PROPOSED REC PATH' AND EXTEND CONDUITS TO PROJECT CD CD N (1) 4 PVC CENTURY o LINK COMMUNICATION \ - \ FI✓ pC \ \ CONDUIT, SHARED FOR o CABLE AND FIBER ■ 40 LD I RELOCATE PEDESTAL I REMOVE/ABANDON F PREFERREDPER^ ■+ C O \ / Fw \ \ � OSED I N SPARE \ 1\\ \ ` \ \ � '004 \ — ONDUITS. 2r-4-' AL MARK / \ EN S WLTFiPOSI. C IRATE \ \ \ \Cp Fh. - \T tr \ EXISTING SPARE CONSUITS q ' (2) 6 PVC SLEEVES LANDSCAP C T. — _ — — — — \ \ \ \ \\ \F� \ 'OC\ C \ \ HOLY CROSS AND CENTURY LINK "HDPE \ \ S F \p \ \ \^/7�O AS L . LAS L SS \ \ \ C ■� Q —\\ \\ ^�� �/ \� \ (�) 4C \ \ \\ \ S ROA S LL \ \ \ \ / / — \ \ p J<FILL IN TRENC H AR \ \ cTV FRA S S. \ S MCAST _ \ PROPOSED 3 PHA �� \ 120,208v TRANSFORM C 00 EW pCC'y \ DARY ELE E4 S ON OXES \ \ CONNECT TO TINGA IN / SES Et+TURY _ XIN/A1E— Mr., AST ALS \ \ \ —_ \ \ \ �� �� -ice\ \ \ _ —� ��_\\_\ \\ \ \ \�� \ / �♦ �` \ `F \\ OMCAST (1) 4" PVC \\ \ \�—\�> \\\\\—_--��___`�----\\\\\ \� \ \ \\ a \ \/ .' ♦ rV �`T — Fi I CENTURY LINK (1) 4" PVC S Revisions: PR ED ELZVRIC No Description Date PROPOSPD-3-'PH 4%96VaRAN OR \ \\ - - \ __3(�_ \--------- \\\\\\� \ \\\\�\\\ \\\\ \ \ \ \ \\ \ \ 'HAS \ - - ` \ \ \\ py 1 ND ^\ \ \\\ \\\\�\\\\ \ \\\\\\\\\\ \� \ \\ CTI 0 TOW \ ---- — \ \ \ \��—J�(� \\\ \ p EG \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ — -- — — — — \ \ \ \ \ AU- -- FFA�L I �JF�Ri \, \ \\ �. a• \ 1 \ /y \ \\\\\\ \\ \\ Cd1�DWTS`�0 i2HA�C�Z \------------- \ \ \ \ \ \ \\ \ \ Lj �✓\ \ \ \ \ \ \ \ \ MES'l� tR FHifiSE \ \\ \ \\ \\ \\ \ \\ \ \ \\ \ \ \ \ \ v------------- \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ NP — \ \ \ \ \ \ \ \ \ \ \ / — — — — — — — — — — — — — — \ \ \ \ \ \ \ \ \ \ — \ \ \ \ \ \ \ \-------- \\ \ \ \\\\\\\\\\\\\\\ \ \ ONS UE 0 \\�_�\ \\ \ \+6. \ \ p �\ \ \\\ \\\ \ \ \\\\\\ \-------------\ \\\\\\\\ \\ \\ \ \ \ \� \ \�\ \ _\\\\ \\ \ �\ \ _ —��\\ ----- \ \ \ \ \ \ \ \ \ \� S \ �'— �\egopO H SE pH F \ \ \ \ \ \ \--/--------------^\\ \ \ \\ \\ \\ \\ \\ \\ \ \\ \ \ \ \19 208V ER \\\� \\\\\\\\\\\�\\�\\\\ \\� \\\\ \`—\\\\\\\\\ �\ \a — _ \ ' �- — \� v\ Issue Dates: — -- ----------- A MDP 07/16/21 —_----______ -----------7 \\ \\ \ \\\\ \\\\\\\\\ \\ \ \\ 7460' (51� \\ \ / -- —�\\\� \\���— j j----------=�\\__XTEND�S-SC�IVE \\ \ _/1� -------- \\\��\RROPOSEEGTEIZ/T �§ -( CM S F _\ R�`R IRB — — — — — — — -- �\\�\\\�\\��\\�\\�\\\\\� \\\\�\\\\\�\ \\\\ \\\'—\\� —��� — ��\\��\\� Sheet Title: \\\ Shallow \ \ \ \ \\\\\ \\ \ \ \\ T \\\\\ \ \\2ROSC�Ti3 \ S_ Utilities 6�\ 70, ALPINE ////, /1A ENGINEERING INC. _ — — — 34510 HWY 61 UNIT A9 I PO BOX 97 _ EDWARDS 00816321970.926.3373 WWW.ALPINECIVIL.COM — \\ Project No: \\ \\\ \ \ \ \\\\\ \ \� \ \ \� \ \ \ �\ \ \ \ \%Gc•�\\\ --_-- �� �— -- --- 1 ---__— — \Ef 722 550----- — --- — — — — — _ _ Sheet No: \ \\\\ \\\ \ 7570 ------ � -- \ \ \ \ ­� "i 'ZOW"ii"', \ \� \ \ \ � \ \ \ __Z�Zl\ _--1 --ii.--o***_�z, ___ \ \ \ __11 - \ � M�l W.- '1� �'i _\\ `` \ \ \ "iiiiiiiiiiiii-iiiiii� 1, 1 � ^/ \ \ \� . .\ \ \ \ \ Iiiii --i •d I ii / 4 r� `�l/��l/jL; �;, ��, / �< /M'1�I / 5 1:1 /2-r-1 BEAVER DAM INLET PROTECTION _ � %\__ �/1� - _ \ \ �✓ EROSION LOG WATTLE �08080ooiiii STABILIZED CONSTRUCTION ENTRANCE EROSION LOG PROTECTION AND 1:1 SILT SACK AT AREA INLET BEAVER DAM INLET PROTECTION _ \ �/1� STRAW DITCH WATTLE _ \ \ \ ` \ , V�,, . ..•.� • 1 ri 0 ... .�. \ A= 9 :191 Im - W'I - V___­_1:_�___�1_­ • -• • d �i / I. 1 � • • •- U 0 Ne / 0 1_ ,r // 1& Ex. CS -Inlet' Topk7446.5 - 'i Inv., . /F7444.0 / . / � , .'. .J/.,, / // OSION LOG ��ACK��T /L; k7jq `,;_ __\`\ .ii.\ \ _ r,< INSTALL BEAVER DAM INLET\ \ TE TION AND SILT \ SAC CURB INLET \ \ PRIOR `T \ 1. INSTALL CONSTRUCTION FENC PER TOWN / INSTALL PERIMETER EROSION LOG TLES 3. CONSTRUCT PERIMETER DITCH ALONG T SCENT PR PERTY / 4. CONSTRUCT A 3' DEEP WATER QUALITY P ASE OF ASCENT DITCH / 5. CONSTRUCT WATER QUALITY POND TO OVERTOP A ' OF FREE BOARD �) AND DRAINAGE TO BE DIRECTED TO EXIS1'IN�STORM INLE NORTHWEST CORNER OF PROPf�TY (ALONG HWY 6, THE ASCENT AND PROPE CORNER \ RT 6. INSTALL EROSION LOGS IN PERIMETER DITCH 7. CONSTRUCT ADDITIONAL DITCHES TO CONTAIN ALL RUNOFF ON SITE. • CP 8. SOME OF STORM SEWER PIPING IS PHASE 2 (WITH BUILDING), SOIL NAIL tl!� CONTRACTOR TO ANALYZE AND INSTALL CONFLICTING STORM NOW WITH \ -' \ ` SOIL NAIL WALL '� a A\ . \\ \ - \ \ il�, \ \ �.I --- - -f / i / _ - - - - _ \ TIE ALL ROOF DOWNSPOUTS / \ \ \/_ _ _ - - - INTO PROPOSED STORM - / . V- , "".O,/,...,7,,q I /' - _ - - INLETS, TYPICAL - \\,,� \ - - /�-`I\ \ \ / ----/ - - - / / A CONCRETE WASHOUT IS TO BE USED FOR WASTE CONCRETE (SEE DETAIL). A. Direct wash water into a leak -proof container or leak -proof and lined pit designed so that no overflows can occur due to inadequate sizing or precipitation; B. Handle washout or cleanout wastes as follows: i. Do not dump liquid wastes in storm sewers or waters of the U.S.; ii. Dispose of liquid wastes in accordance with applicable requirements; and iii. Remove and dispose of hardened concrete waste consistent with your handling of other construction wastes. C. Locate any washout or cleanout activities as far away as possible from waters of the U.S. and stormwater inlets or conveyances, and, to the extent feasible, designate areas to be used for these activities and conduct such activities only in these areas. � iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�� ___ -i- �Iiiiiiiiiiii. '-i 11i iiiii'l-� --i *1_1 -iii� \ \ \ \\ LIMITS OF \ - \ DISTURBANCE \ \ \ \ ` 58.57 ` N%.\ \ \ ` \ . \ � INSTALL EROSION LOG \ \ � ` \ \ \ \11 \ \ WATTLES (TYPICAL) \ \ \ \ \ - _ % -\ r \ \ ... \\ 58.1 / \\ \ �. �\ ,, , • ­ -11% MEW-/ / �, \ \ \ \ \ _ /\ �. / f $" - - � \ \ � �\ \ - _ - - - - •� INSTALL BEAVER DAM y' J \ iii\ \ \\ � "I \ \ e\ Q � \ \ _y-` _ \ \ INLET PROTECTION AND \ \ �� \ \ 11 N%. \ i . \ \ \ - - - - - _ SILT SACK AT CURB INLET \ \ - �5 \\ r\ ��\ `\ Ni \\� � �\ \ '` \ \ \ r - _ - \ -�� CAP/PLUG TRENCH DRAINS AND POOL \ \ \ "HDP \ \ \ \ \ 11 ° - - �� STALL BEAVER DAM \ Ir - - - - - - \ \ X3.0 # - - r - . - - - DECK DRAINS DURING -EARTHWORKS. \ © \ \ _ INLET PROTECTION AND \ _ \ \ `/ I _ _ - - - - - _ \ _ �� _ _ INSTALL EROSION LOG AROUND ANY \ \ \ > \ i\�` SILT SACK AT CURB INLET -_ � \ \ INSTALL -EROSI N t'OG- \ \ \ \ - - - - - - - DRAINS LEFT OPEN DURING CONSTRUCTION `I \ \ \ \ \ \ \ \ \ \ /_ - �4NB SILL CK INLEL ' \ \ - - - O- FOR STOMRWATER REMOVAL. \ \ > \ \ \ - \ \ \ - - \ \ - - - \ \ - / \� \ \ \ \\ INSTALL EROSION LOG , \ \ \ �t - - -PROIECILON (T4PICA� \ \ \ _ 8� 0� \ \ \ \ INST C SLP \ \ ` UNTIL STORM SEWER PIPE �\ \t, - - - - \ \ \ - \ - - - - \ GUARD \ \ \ / \ - - _ \ _ - - _ \ SECTION IS ABANDONED \�,,._- �__ -_ -\ \� _ �� �_-_ `!'' - �\ - ___1/ \\ DRAIN PROTE \ \ ,-- \ \\ '\ iiiiii--_ \_ \ _ - �� _\ \ \ \ REESTABL1ShF- 6; WISE- _ - - - - \ \ - - _ -88 ` \�\� - / - / - \ \, \ \ \ \ \ \ \ �, \ ��. \ \ \ - \ \ !s \ \ - _ LANDLOK IrS2ER�O�ION- _ \ - - - _ \ \ \ \ \ - --CONTORC BLANK T -OR - - \ \ - ��- - - - - - ® \I / - - - �� � \ \ \ \ \ \ \ \ \ \ \ ` \ \ / / \7�� \�,iiiiii. --_ - - - r \ \ \ _ \ <\\\__� ���-�� ��_ ---�-- - ---97.0 \\ \�` % 1 � ` `� \ \ \\ \ -I \ \ \\\ \ \ \ s� / INSTALL BEAVER DAM \\ \ \ \ - _ - - - _ -----.I-_ - - - - _ - _ \ \ \ \ _ - - \ \ \ \ \ \ \ / INLET PROTECTION AND \ \ \ /\ \ , \ - - -` - _-" �� _ \ \ _ - \ \ \ \ - - _- - - l \ \ \ \ \ \ \ \ \ \ \� ` SILT SACK AT CURB INLET _ \ \ Y \ \ - - - - - \ - \ - - - _ - _ �� - _ - - - - - - - _ - ` \ \ \ - - \ \ \ -_:(� \ \ `� - \\ \ \ - --\\ -- -_- -__ -mac ��� --- -\:. \ \\ -- \ - \ N _ � � \ \ �oU ��� ` \ \\ \ \ \���\� - �� -- - -� �� _ ��� Z2\\ - ---\ - - - r � � \ INT¢ R0Po \\ \ \ \ �\ -\\\-\ ---RET`ASNSFLEROSfON-LQG-- ---_ Z� --_ -` \\\\ --=-_ - / \\\\ \ \\ \ \ \ �' \\ \\ \ \H \ y /\� _ _ _ - �� / \\ ---\ -- /4TIf0@-If�IT VALS-AhID- -- ---��� ---\\ ����_�_\� _ --- - \ \ \ \\ \ \\4 K ,C)�b�r�\\ \\ \ \_ \\ --- - \ \ \ \ - - - \ \ _ FIE T=OP -AND @O�_TT�O,..M,� OF _ - _ - - - - - - - - \��y, - - \ \ _-1 \ \ \ \ \ \ \ \ \ \ \ O i. �\� _ _ - - \ \\ - - - - _-------� - - - -�\\ - \ \ \- �� - - \ \ \ \ \ \ \ \ �/Qp o � \ ��o o \ \777\IYY' U O �r� \ - - - - - - - - - - _ _ - - - - \ • \__ � _ - - \ \ - \ \� \ \ - \ - _ o o p 70` CONSTRUCT STABILIZED - - - - - Cilt}-- --- �� - - \ \ \ - - - --- \ \ \ \ \ -,,� - \ \ -� g4 1 - \ \ V O O O` \ -----_---_- --------------\-- \�-\\\\�� _ �� 91.0 \\ \_ \\ \\\ ��- \\\ - o \ \�, Oo0o0o4 ;� CONSTRUCTION ENTRANCE OR \ / - - _ = _ _ _ - - - \ - - = \ \ \ _ \ -\ - _ _ ,o 0 o UTILIZE MUD TRACKING PAD �\ \ \�z _ _ _ �\ \ _ �\ o ` 0 0 - - - _ - - - - - - - �pp� 4 - - - - - -�\ \ __:.� 21 \ \ \ \ - �\ \ \ - - \ oo `� FOR WALL CONSIRUC110N 0 -- - iiiiiiiiiiiii. - - - ---UNE ----\\------\ - `�-----°-�- __ `? \� 0 c - - -- --``:"•=: �� -\ o \ \ \- \ - 00 000 \ - \ - -- - �\ - - \ -\ \ - - - % \ \ \ r\ - / /� / _ - _ - - - - - - - - \ ARE€ �A 1S�I�6 �IA6E- - �\ - - \ \ - - - - - - �.`..:. - - - - - - - _- - - _- �- - - - _ - - - - - - - - - - \ \-Rw21�N\ - - - - - \ - - - - - \ \ ��\ \ - - - - - _ _ _ ` - \ - - - \ ��°'�••3. \ - \ - \ \ / .65.0 - \� I - "` t'� O -_--_-_--__ _------\-\\�CO1V I1KRTaR\ - - - \- \� \\ \ -\ �•,.•.,....,y \ 65.4^\ ' o \ \ - _ _ - - - - - - - - \ - \ A� - - - - ` - - 'tNSTACL�EROSf01� _ \ \ \ �\ ` - - - _ - - INSTA�EROSIOPI L�©�I�- \ \ ���� \ \ C \ \ ' V \- \ \ \ \ -� - - - - \\ - \ �\ \ ® r J ��� 69.3 / - - - - � _ - _ - -\ - - - - - - - - \ \ - - - - \ - - \ � JNCE P�t(i I�TIOIJ, \ - �� \ \ \ - SICT�A�K1N1�1� \ \ \ \ \ \ .� ,. \ \ 70.0 \ ,�.,� ------ -\ -- \ \ \ \ \ \ - - - \ - - - \ --�- _-YL _\ \ \ \ \ \ \ \ �✓\\ ---- -- -- - \\--------\\ ------ \ - -\ \ \ _-- - PRDTI:CL101�( LC%fLj�_\ \ \ \ \ \ \ / - - `7�5('- - - - \ \\ - - - - -- - - - - - \ -Z� \\ - \ \ \\ \ \\ \ \ x \ - /��� \ W(119I�S isT� 0�' I- l€R ►6S iCW� \ - \ - \ - - \ - -- _ \ \ \ - - - - - \ -AT-TIRE -TOf? A11D�6 - - - - _ _ �� - � \ \ \ \ \ R�EST�BCISkL Ei'� VIAA� \ \ \ \ _ - \ / \ \ \ / \� \_ --\\-- - ------\\\--SLOPEDES VER -8X--------_- --- \- ��•.\�\_�\_- ND WOK EROS�OiI \\\\\\\ \ - \ - '- ---'` � \ \ \ \ \ \ -_ - \ \ \ \ X r / \ \ - - - - - \ - - - - - \ - \ - \ - - \ \ L - - - - - - - - - - - \ .- - \ \ - \ _ T _ \ \ \ \ \ \ \ \ \ \ \ r _ \ \---\-\-\\\� - \- \ -- - --- \� TyPli�p► - - \\-\\� _\\_ \ SLA ICIS 01� \ - - - - - - - \ - - - - \ - - - - \------------ ----- \ \\\\ \\�\-\ AL \ \ \ \ \ \ �\ \ J \^a \ \� \ \ -- \ ----\\ - -- - -\ - - \--------- ----\\ \\ \ '-, \ \ \ \ \ \ - _��\ly GENERAL NOTES FOR SEDIMENT CONTROL - - \ \- - - - \ - - - - - - - - - \ \ \ - \ \ \ \ y \ - - - � �a \r \ - \ \ \ \ - - - \ - - - \- _ \ \\ \\ \ \ \\\ \ \ \ \ \ _ \ - s x \ - - - - - - - --------- - \ \ \ \ \ \ \ \ \ \ \ - _ /�� lx �1 - - \\---- \ \\ \ - \ - - -- ------ - - \ \ \ \ \ \\ \ \ \ \ \ \ x - lT -- 77 \ -/ \\\ -� \ \ - - - \\ -__ - - - \\-------------- -- -� \ \.i \ \� \\\\ \\\- \\\\\�\ \ \ \ \ \ Sia \ \ \ \ I \ 1. CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING &MANAGEMENT PLAN IDENTIFYING - - \ \- \ \ \- -\ _ 5 - - \ - \ \ _ \ \ _ \ \ \ - \ _ \ -_ \ \ \ \• - - -�, \ \ \ I.- \ \\ - \ \ \ \ \ _ _ \ - \ \ _ I \ �� CONSTRUCTION FENCING, STAGING, STORAGE &CONSTRUCTION TRAILER LOCATION PRIOR TO - � \ \ \ - - \ \ \ - - \ \ \ - - i - - -_ _ _ _ _ _ _ _ _ _ _ \ \ _ \ \ \ \ \ \ -_ - �' \ \ � - - - - \ \ \ \ \ \ - 1.s� \ \ \ _ \ -- - \\ - - _ \\\ \--\ \ -- -- ---------------- \ \\\\ \\ \ \� \ \ \\ \\_\\ \\ \ \\\ _< \ \\ \ \ -\ \ \ - - 77.1.E \\- \ � - COMMENCEMENT OF CONSTRUCTION ACTIVITIES. - \ \\ \ \ - \ \ - - v/ - - \ \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ \ \ � \ _ \ ,- 8.a \ _-__ - \\ \\\ \ \ - \\--��-------- �\\ \ \\\\\ -\ \\ \\ \ \ \ \ ,ST - \ \ \\ \\--- \ - __ >_ \ / ° --� �-_ \\\\\\\\ \\---\\ /-------- - -� �\\\\� \\ \\__ __ \\\\__\\ \\\ '�1\� \�\ \\\\\\ as. -- - \- \ 80.6 -- 2. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS AND AS \ \ - - - - �/ - - - - - - - - - - - - - - \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \• \ - i - \\ \ \\\\\- -- --//------------- -\\\\\ \ -I_ \\\\\\\\ \\\ \\\ \ \\ISTALZ•fZ' E\\\\\\ x �� `��.\ ' - - so. NEEDED TO PREVENT SEDIMENT FROM DISCHARGING OFF-SITE. \ \ \ - - - - - - - - - \ \ \:!�\\ \ \ \ \ \ \ \ \ \ \ \ \� ,Ni- - - / - - - / - - - - - - _ - _ - \ \ - \ \ \ \ \ \ �h! CSI* ROSION� \ \ \ - a 77.5 \ \ \ \ - /i__________ - \-\ \\\\\ \\-\\\ \\\\\\\\\\\\\\\\\ \ \ \ \ \ \\ - = s 0� 82.1 - \ \\, %-% ---1// - - - - - _ \ \-\ \\\ \\ \ \ \\\\\\\\\\\\1 \ -` 'I \ (�ON BLANKET \ \ \ \ - - " �`� - \ 3. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED - - - i - \ \ \ \ \ \ \ iiz \\ \ \ \ \ `-� \ - ®- - - - - OTHERWISE ON PLANS. ::�-///---------- r80�� \\ �\\\\\\�\\ \\\\\\\\\\\\\\\\\\\\���\\�\ \ IS1't� B� E\\\\-\- .-- 1-1`., 2.3\ DISTURBED AREA = 3.54 Acres \-- ///��----------� _-�_ \\ \ \\\ \\\\\ \\\�\\\\\\ \\-\�\\\ \ � - - -_--- a \ 4. SEDIMENT CONTROL MEASURES MAY REQUIRE FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO /i/ - - - - - - - - - - - - - - - \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ \ \ ' \ - - - -111, - 80. - - - _ INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED. ,� - - - - - - - - - �9�- \ \ \ \ \ \ \ � \ \ \ \ \ \\ \\ \\ \ \ \ � � \t >- - \ \ \ \ - \�, \ \•\ _Iiii,_ - - - - - - - '315.1 - - \ 5. PROVIDE REGULAR INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES TO INSURE _ - _ _-_-_ \\ �� \\ -_ \\ __ 1i \ \\ \ \\ \\ \\ \\ \", � --- \ __ \ \ � - -_ \ \ \ � \ \iiiiiiiii� � \ - - � - _- - _­ \ \ . - -_ � '' - k- - 9 73-5 THAT SEDIMENT CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN - _ _ _ - 4 C 09- \ \\\ \ \\ \ \\ \ \ \\ \ \\\ \ \ \ \ \ \\ \ \\ \ \ \ _\ \ ��\ \- - - - -- - _ \ \ �- , 5. - 11111- I PLACE. -___-- \ \\ \\\ \\\ \\ �\ \ \ \ \ \\ \\\\-- \-\ ,-- - -- ���- - - \\ \\\\\\ \\ \\\ \\\\\\ \\\\ \ \\ \ \\ \\ \\\ \\ - \_ - -- - -_---\\\\\ \\\_\\\\\ \\\\ \ \\\ \\\ \\\ \ \ \\\\\\\\\ , \\ -zt�__: - _ ---------\� ` - -- -�� \\\\�_\\\�\\\\\\\\\\\\\\\\ \\\ \\\ _\� \-\\\\\\\_-\---\-\ �\\-\-\-- -- �� 92..0 - -x�s.s 6. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADING OPERATIONS SO THAT EFFECTIVE -ii. \ \\ Ni \\ \\ \ \ \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ - - \- - - - �� - - \ - - - - - - - , - - _ SEDIMENT CONTROL CAN BE ACHIEVED DURING THE ENTIRE CONSTRUCTION PERIOD. \ \ � -_ - \ -_ -_ � -_ \\ \\ \\ \ \\ � ",� � -, \\ -, \0." � -_ � \ \ \ -_ -_ \ \ -_ - - \ - - \� - - - - t �`- y§ - - \ - \ - - `;'••= -9 . - CONSTRUCTION SEQUENCE OF EROSION(SEDIMENT CONTROL \\ � \ \\ � \\\ \\ \\ \ \ \\ \ \ \ \ � - -_ \\ \ \ \ \ - - - - - \ r-�� \ - - - \ _ �\ \ \\ \\ \\ \\ \ \\ \ iii.\ - \ Ni \\ \\ - - - - - - - - \ _ MEASURES �\\ \_\\ \\\\\\\\\\\\\\, \,, - �_\\ \ \\\\ \\\\\-\-\-\-\ -\-\-`�\-\\ �`. + - 7. STABILIZE ALL POINTS OF INGRESS AND EGRESS WITH CRUSHED STONE DURING CONSTRUCTION TO \ _ \ \ \ \ \\ \ \ \\ \ \ \ , \ \ _\ - - - - - - - - _ - _ \ \ \ \\\\ \ \\\\ \\ \ \\\ \\\ \ \ \\ \ \ \\ % - \ -\\\ \- -- - - �\ -- \� -�\- --�-�------�-� \ PREVENT TRACKING OF MUD ONTO PUBLIC WAYS. \ \ \ \ \ \\ \\ \ \\ \ \\ \ \ \ \ _ \ \ _ \ \ _ \ \ \ - - - - - - - �- - - -_ _ - - HP 95.7A \ \ \\ Ni\\\%\ \ \ - \� \ \\\\-\\ \ - \ - - - - \ - - Wit! - - _ _ _ \ \\ \ \ \ \ \\ \\ Ni\ \ \ \ � \ - \ � _ \ \ - \ -\ - \ \ - - - - \ - - - \- - - 8. FOR TEMPORARY STOCKPILES APPLY SEED HYDROMULCH AND TACKIFIER IMMEDIATELY AFTER THEY \ \ \ \ \ \ \\ \ \\ \ \ _ - \ \ \ \ - \ - - - - - - - - - - - ' 1. CONSTRUCT STABLIZED CONSTRUCTION ENTRANCES AT ALL POINTS \\\ \\ \ \ \ \\ \ \ \\\ \ \ \ \ \ \\ \ \ - \ - \ - - - - - - � - - �c - - -mss`` - - ARE CONSTRUCTED FOR STABILIZATION. IF EROSION OCCURS AFTER APPLICATION OF THE TACKIFIER, \\\ \ \ \ \ \\ \ \ \\ \ \ � - \ - \ - \ \ \ \ - - __ \ - - - - - - - - $ - - - - IL _ _. � . - - OF INGRESS AND EGRESS. \ \\ \ \ \ \\\ \ \\ \ \ \ \ \ \ i \ \ \ \ \ \ \ -- \ \ - - - - - -- - USE EXCELSIOR C2 EROSION CONTROL FABRIC. INSTALL SILT FENCE BELOW STOCKPILES TO CAPTURE \ \\ \\ \ \ \ \\\ \ \\iii _ \ \ \ \ - - - \ \ \ \ - -- - - \ - - - - - - - - \ \=C�NT°1 - - _ SEDIMENT. \ \\\ � � \\ \ \ \\ 1i \\ \ \ �EA�TYPIG�L� - 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ASSURE \\ \ \ \\ \ \ \ \ \ - _ \ \ _ _ \ \ \ \ _- \ \ - \ - _ - - - - -- - - _ 7�- - - - - - - - - - - - - - - -� - 9. THE TERM 'REVEGETATION' ON THIS PLAN MEANS THE SUCCESSFUL GERMINATION AND ESTABLISHMENT THAT NO SEDIMENT LEAVES THE SITE. FUGITIVE DUST CONTROL \ \\\ \ \ \ \�,N%,�_i\ \ � \ � - _ \ \ \ \ - - - _iii \ - \\ \ - \- \ - \ _ _ _ - _ - - _ - - _- - _ - _ - \ \ \ \ \\ \\\\ \\ \ \ \ \ -� \ \ \ \ \ \ \-\, \\_ -I -� \� \ \\\\ \-\--- ,- - -_ --_ -- --- �5� OF STABLE GRASS COVER FROM A PROPERLY PREPARED SEEDBED CONTAINING THE SPECIFIED \ \\\ \ \ \ \\ \ _ \ \ \_\ \_ \ _ _ - ; __ - ; - ' 3. CONSTRUCT SILT FENCE AND WATTLES AND ALL SEDIMENT THE CONTRACTOR IS RESPONSIBLE TO CONTROL FUGITIVE DUST AND TO \ - _\ - \ - _ - - _ _- _ _- _ - _ _- AMOUNTS OF FERTILIZER IN ACCORDANCE WITH APPLICABLE STANDARDS AND SPECIFICATIONS. REFER CONTROL DEVICES. INCORPORATE THE FOLLOWING: \ \\\ ;5 \ \ \ \\ \ \ � � \\ \ \ \ - \ \ \ � -_ \ \ \- \ - \ \ \ \ \ y§� \ \- - - _ - � _ - - - - - - _ - TO LANDSCAPE PLANS FOR SEED MIX, FERTILIZER TYPE, MULCH, TACKIFIER AND APPLICATION RATES. \\ �\\ \ , \ - , \ \ � � \\ - \ \ \ _ � \ - -_ \ \ 1 � - - _ - - _ _ _ _ _; � - ; ` _ - - \\ \ \\\\� \_\\ \\ \ \ \ \ \ \ - _ \ - - - \ \ \ \ - --- -- ____� - _� 7550 4. BEGIN DEMOLITION, EXCAVATION AND CONSTRUCTION. 1. ALL UNPAVED ROADS AND OTHER DISTURBED AREAS ON SITE SHALL \ \\ \ \ , \ \ - - \ -_ \ \\ \ \ - \ \ � � \ \ � \ - _ \ _ \ \ - - - _ - _ _ - _ _ - - - _ ; - \ ` -i-_ 10. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE APPROPRIATE MEASURES TO INSURE THAT NO \ \ \ \ \ \ - \ \ \ \ \ \ \ \ - - - - _ _ - _ - - - _ \ - - BE WATERED TO MINIMIZE FUGITIVE DUST. \\ \ \ \ \ \ \ _ \ \ \ \ \ \ \ \ \ � � \ \ \ \ __ \ \�'� - - _ _ - _ _ _ _ - - - \ \ - SEDIMENT LADEN WATER IS DISCHARGED FROM THE SITE. \\ \ - _ \ - \ _ \ \ \ - -- - \ \ -_ _ \ \ \ \ \ _ \ _ \ �6_ - - - - - - - - - \ \ - , � _ - 5. INSTALL EROSION CONTROL MEASURES AFTER DITCHES AND \\ _ \ \ \ \ \ \ \ \ _ \ - - - _ _ \ \ - 56�; - SWALES HAVE BEEN CONSTRUCTED AND TOPSOIL AND SEED HAVE 2. HAUL ROADS SHALL BE TREATED WITH MAGNESIUM CHLORIDE IF ,\ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ - = _ _ - - _= _ _ - \ ` _ 7 , 11. APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALL SITES BEFORE REMOVAL OF \\ \ \ \ \ - \ \ \ \ \ \ \ _ _ - \ \ _ - , BEEN PLACED. INSTALL INLET PROTECTION IN ALL INLETS AS THEY WATER IS NOT CONTROLLING THE DUST. \ \\ � \ \ \ \ \ \ __ \ \ \\ \ \ _\ \ \ \ \ \ � \ \ \� - _ - _ - \ \ \ \\ \ _ _ _ - - - SEDIMENT CONTROLS. ARE CONSTRUCTED. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ - \ S0- - \ \ \ \ - - ' " \ \ \ \ \\ \\ \ \ \\�_�\ \ \\ - \\ \\ --_ --� \ \ \ - ��'�� 3. ALL DISTURBED SURFACE AREAS SHALL BE REVEGETATED AS SOON \ - _ \ \\\ - \ � \ \ \ \ \\ \ \\ \ \ __ - \ _ - - - - - - - \ \ \\ \ \ \ \ \ X570 ; - 12. CONTRACTOR SHALL OBTAIN AND CONFORM TO STORMWATER DISCHARGE PERMIT AND AND ALL 6. TOPSOIL AND REVEGETATE ALL DISTURBED AREAS WITH APPROVED AS POSSIBLE. � _ \ \\ \\ \ \ \ - - \ - \ _ -_ - \ \\ \ \\ \ \ \ \ \ - - - - - \ \ \ \ \ \ \ - - - - ' - - ENVIRONMENTAL PERMITS AND KEEP STREETS CLEAN AND FREE OF SEDIMENT. SEED MIX PER LANDSCAPE PLAN. \ \ \ \\\, -, � \ \ \ \ - \ \ \ \ \ \ \ \\ \ \ \ - - - - - - \ \ \ \ \ \ - - _ - - - _ - �\ \ \\ \ \ \\\ \\ \\ \ \ _ - \ \ \\ \ \- -- 4. MUD AND DIRT CARRYOUT ONTO PAVED SURFACES SHALL BE \\ \ \\ \ \ \ \ \ \ \ --- - - \ \ \ \ - - - -,---:- '_1 _ 13. REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE IS THE RESPONSIBILITY OF THE 7• CONTRACTOR SHALL REMOVE SEDIMENT CONTROL FACILITIES AFTER PREVENTED. ANY MUD AND DIRT CARRYOUT ONTO PAVED SURFACES \ \\ \ \ \\\ � _ \ _ � � \ � \ �\ \ \ _\ \ \ -- \ - ' - \ \ \\ \ \ \\ � \ ` - _ _ -7580'_ _-- CONTRACTOR. FINAL STABILIZATION. SHALL BE CLEANED UP DAILY. \ �� �\\ _ \ _ \ \ \ \ \ \ \\ \ _ - -- \ - \ \ \ _ \ _ _ - - - - - _ _ - \ \ \ - - _ - \ \\\ \ \ \\ \ \\\ \ \\ __----\-\\-_ -\\\ --- � \ - -_ \ \ \ \ \ \ - \ � \ \ - � - \ _ - _ - _ - _ - � - , - _ - - - - LEGEND �✓ EROSION LOG WATTLE �08080ooiiii STABILIZED CONSTRUCTION ENTRANCE EROSION LOG PROTECTION AND 1:1 SILT SACK AT AREA INLET BEAVER DAM INLET PROTECTION _ - Is��• �/1� STRAW DITCH WATTLE _ \ ` , V�,, . ..•.� • 1 ri ... .�. A= 9 :191 Im - W'I - • -• • d �i / I. 1 � • • •- --- - -f / i / _ - - - - _ \ TIE ALL ROOF DOWNSPOUTS / \ \ \/_ _ _ - - - INTO PROPOSED STORM - / . V- , "".O,/,...,7,,q I /' - _ - - INLETS, TYPICAL - \\,,� \ - - /�-`I\ \ \ / ----/ - - - / / A CONCRETE WASHOUT IS TO BE USED FOR WASTE CONCRETE (SEE DETAIL). A. Direct wash water into a leak -proof container or leak -proof and lined pit designed so that no overflows can occur due to inadequate sizing or precipitation; B. Handle washout or cleanout wastes as follows: i. Do not dump liquid wastes in storm sewers or waters of the U.S.; ii. Dispose of liquid wastes in accordance with applicable requirements; and iii. Remove and dispose of hardened concrete waste consistent with your handling of other construction wastes. C. Locate any washout or cleanout activities as far away as possible from waters of the U.S. and stormwater inlets or conveyances, and, to the extent feasible, designate areas to be used for these activities and conduct such activities only in these areas. � iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�� ___ -i- �Iiiiiiiiiiii. '-i 11i iiiii'l-� --i *1_1 -iii� \ \ \ \\ LIMITS OF \ - \ DISTURBANCE \ \ \ \ ` 58.57 ` N%.\ \ \ ` \ . \ � INSTALL EROSION LOG \ \ � ` \ \ \ \11 \ \ WATTLES (TYPICAL) \ \ \ \ \ - _ % -\ r \ \ ... \\ 58.1 / \\ \ �. �\ ,, , • ­ -11% MEW-/ / �, \ \ \ \ \ _ /\ �. / f $" - - � \ \ � �\ \ - _ - - - - •� INSTALL BEAVER DAM y' J \ iii\ \ \\ � "I \ \ e\ Q � \ \ _y-` _ \ \ INLET PROTECTION AND \ \ �� \ \ 11 N%. \ i . \ \ \ - - - - - _ SILT SACK AT CURB INLET \ \ - �5 \\ r\ ��\ `\ Ni \\� � �\ \ '` \ \ \ r - _ - \ -�� CAP/PLUG TRENCH DRAINS AND POOL \ \ \ "HDP \ \ \ \ \ 11 ° - - �� STALL BEAVER DAM \ Ir - - - - - - \ \ X3.0 # - - r - . - - - DECK DRAINS DURING -EARTHWORKS. \ © \ \ _ INLET PROTECTION AND \ _ \ \ `/ I _ _ - - - - - _ \ _ �� _ _ INSTALL EROSION LOG AROUND ANY \ \ \ > \ i\�` SILT SACK AT CURB INLET -_ � \ \ INSTALL -EROSI N t'OG- \ \ \ \ - - - - - - - DRAINS LEFT OPEN DURING CONSTRUCTION `I \ \ \ \ \ \ \ \ \ \ /_ - �4NB SILL CK INLEL ' \ \ - - - O- FOR STOMRWATER REMOVAL. \ \ > \ \ \ - \ \ \ - - \ \ - - - \ \ - / \� \ \ \ \\ INSTALL EROSION LOG , \ \ \ �t - - -PROIECILON (T4PICA� \ \ \ _ 8� 0� \ \ \ \ INST C SLP \ \ ` UNTIL STORM SEWER PIPE �\ \t, - - - - \ \ \ - \ - - - - \ GUARD \ \ \ / \ - - _ \ _ - - _ \ SECTION IS ABANDONED \�,,._- �__ -_ -\ \� _ �� �_-_ `!'' - �\ - ___1/ \\ DRAIN PROTE \ \ ,-- \ \\ '\ iiiiii--_ \_ \ _ - �� _\ \ \ \ REESTABL1ShF- 6; WISE- _ - - - - \ \ - - _ -88 ` \�\� - / - / - \ \, \ \ \ \ \ \ \ �, \ ��. \ \ \ - \ \ !s \ \ - _ LANDLOK IrS2ER�O�ION- _ \ - - - _ \ \ \ \ \ - --CONTORC BLANK T -OR - - \ \ - ��- - - - - - ® \I / - - - �� � \ \ \ \ \ \ \ \ \ \ \ ` \ \ / / \7�� \�,iiiiii. --_ - - - r \ \ \ _ \ <\\\__� ���-�� ��_ ---�-- - ---97.0 \\ \�` % 1 � ` `� \ \ \\ \ -I \ \ \\\ \ \ \ s� / INSTALL BEAVER DAM \\ \ \ \ - _ - - - _ -----.I-_ - - - - _ - _ \ \ \ \ _ - - \ \ \ \ \ \ \ / INLET PROTECTION AND \ \ \ /\ \ , \ - - -` - _-" �� _ \ \ _ - \ \ \ \ - - _- - - l \ \ \ \ \ \ \ \ \ \ \� ` SILT SACK AT CURB INLET _ \ \ Y \ \ - - - - - \ - \ - - - _ - _ �� - _ - - - - - - - _ - ` \ \ \ - - \ \ \ -_:(� \ \ `� - \\ \ \ - --\\ -- -_- -__ -mac ��� --- -\:. \ \\ -- \ - \ N _ � � \ \ �oU ��� ` \ \\ \ \ \���\� - �� -- - -� �� _ ��� Z2\\ - ---\ - - - r � � \ INT¢ R0Po \\ \ \ \ �\ -\\\-\ ---RET`ASNSFLEROSfON-LQG-- ---_ Z� --_ -` \\\\ --=-_ - / \\\\ \ \\ \ \ \ �' \\ \\ \ \H \ y /\� _ _ _ - �� / \\ ---\ -- /4TIf0@-If�IT VALS-AhID- -- ---��� ---\\ ����_�_\� _ --- - \ \ \ \\ \ \\4 K ,C)�b�r�\\ \\ \ \_ \\ --- - \ \ \ \ - - - \ \ _ FIE T=OP -AND @O�_TT�O,..M,� OF _ - _ - - - - - - - - \��y, - - \ \ _-1 \ \ \ \ \ \ \ \ \ \ \ O i. �\� _ _ - - \ \\ - - - - _-------� - - - -�\\ - \ \ \- �� - - \ \ \ \ \ \ \ \ �/Qp o � \ ��o o \ \777\IYY' U O �r� \ - - - - - - - - - - _ _ - - - - \ • \__ � _ - - \ \ - \ \� \ \ - \ - _ o o p 70` CONSTRUCT STABILIZED - - - - - Cilt}-- --- �� - - \ \ \ - - - --- \ \ \ \ \ -,,� - \ \ -� g4 1 - \ \ V O O O` \ -----_---_- --------------\-- \�-\\\\�� _ �� 91.0 \\ \_ \\ \\\ ��- \\\ - o \ \�, Oo0o0o4 ;� CONSTRUCTION ENTRANCE OR \ / - - _ = _ _ _ - - - \ - - = \ \ \ _ \ -\ - _ _ ,o 0 o UTILIZE MUD TRACKING PAD �\ \ \�z _ _ _ �\ \ _ �\ o ` 0 0 - - - _ - - - - - - - �pp� 4 - - - - - -�\ \ __:.� 21 \ \ \ \ - �\ \ \ - - \ oo `� FOR WALL CONSIRUC110N 0 -- - iiiiiiiiiiiii. - - - ---UNE ----\\------\ - `�-----°-�- __ `? \� 0 c - - -- --``:"•=: �� -\ o \ \ \- \ - 00 000 \ - \ - -- - �\ - - \ -\ \ - - - % \ \ \ r\ - / /� / _ - _ - - - - - - - - \ ARE€ �A 1S�I�6 �IA6E- - �\ - - \ \ - - - - - - �.`..:. - - - - - - - _- - - _- �- - - - _ - - - - - - - - - - \ \-Rw21�N\ - - - - - \ - - - - - \ \ ��\ \ - - - - - _ _ _ ` - \ - - - \ ��°'�••3. \ - \ - \ \ / .65.0 - \� I - "` t'� O -_--_-_--__ _------\-\\�CO1V I1KRTaR\ - - - \- \� \\ \ -\ �•,.•.,....,y \ 65.4^\ ' o \ \ - _ _ - - - - - - - - \ - \ A� - - - - ` - - 'tNSTACL�EROSf01� _ \ \ \ �\ ` - - - _ - - INSTA�EROSIOPI L�©�I�- \ \ ���� \ \ C \ \ ' V \- \ \ \ \ -� - - - - \\ - \ �\ \ ® r J ��� 69.3 / - - - - � _ - _ - -\ - - - - - - - - \ \ - - - - \ - - \ � JNCE P�t(i I�TIOIJ, \ - �� \ \ \ - SICT�A�K1N1�1� \ \ \ \ \ \ .� ,. \ \ 70.0 \ ,�.,� ------ -\ -- \ \ \ \ \ \ - - - \ - - - \ --�- _-YL _\ \ \ \ \ \ \ \ �✓\\ ---- -- -- - \\--------\\ ------ \ - -\ \ \ _-- - PRDTI:CL101�( LC%fLj�_\ \ \ \ \ \ \ / - - `7�5('- - - - \ \\ - - - - -- - - - - - \ -Z� \\ - \ \ \\ \ \\ \ \ x \ - /��� \ W(119I�S isT� 0�' I- l€R ►6S iCW� \ - \ - \ - - \ - -- _ \ \ \ - - - - - \ -AT-TIRE -TOf? A11D�6 - - - - _ _ �� - � \ \ \ \ \ R�EST�BCISkL Ei'� VIAA� \ \ \ \ _ - \ / \ \ \ / \� \_ --\\-- - ------\\\--SLOPEDES VER -8X--------_- --- \- ��•.\�\_�\_- ND WOK EROS�OiI \\\\\\\ \ - \ - '- ---'` � \ \ \ \ \ \ -_ - \ \ \ \ X r / \ \ - - - - - \ - - - - - \ - \ - \ - - \ \ L - - - - - - - - - - - \ .- - \ \ - \ _ T _ \ \ \ \ \ \ \ \ \ \ \ r _ \ \---\-\-\\\� - \- \ -- - --- \� TyPli�p► - - \\-\\� _\\_ \ SLA ICIS 01� \ - - - - - - - \ - - - - \ - - - - \------------ ----- \ \\\\ \\�\-\ AL \ \ \ \ \ \ �\ \ J \^a \ \� \ \ -- \ ----\\ - -- - -\ - - \--------- ----\\ \\ \ '-, \ \ \ \ \ \ - _��\ly GENERAL NOTES FOR SEDIMENT CONTROL - - \ \- - - - \ - - - - - - - - - \ \ \ - \ \ \ \ y \ - - - � �a \r \ - \ \ \ \ - - - \ - - - \- _ \ \\ \\ \ \ \\\ \ \ \ \ \ _ \ - s x \ - - - - - - - --------- - \ \ \ \ \ \ \ \ \ \ \ - _ /�� lx �1 - - \\---- \ \\ \ - \ - - -- ------ - - \ \ \ \ \ \\ \ \ \ \ \ \ x - lT -- 77 \ -/ \\\ -� \ \ - - - \\ -__ - - - \\-------------- -- -� \ \.i \ \� \\\\ \\\- \\\\\�\ \ \ \ \ \ Sia \ \ \ \ I \ 1. CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING &MANAGEMENT PLAN IDENTIFYING - - \ \- \ \ \- -\ _ 5 - - \ - \ \ _ \ \ _ \ \ \ - \ _ \ -_ \ \ \ \• - - -�, \ \ \ I.- \ \\ - \ \ \ \ \ _ _ \ - \ \ _ I \ �� CONSTRUCTION FENCING, STAGING, STORAGE &CONSTRUCTION TRAILER LOCATION PRIOR TO - � \ \ \ - - \ \ \ - - \ \ \ - - i - - -_ _ _ _ _ _ _ _ _ _ _ \ \ _ \ \ \ \ \ \ -_ - �' \ \ � - - - - \ \ \ \ \ \ - 1.s� \ \ \ _ \ -- - \\ - - _ \\\ \--\ \ -- -- ---------------- \ \\\\ \\ \ \� \ \ \\ \\_\\ \\ \ \\\ _< \ \\ \ \ -\ \ \ - - 77.1.E \\- \ � - COMMENCEMENT OF CONSTRUCTION ACTIVITIES. - \ \\ \ \ - \ \ - - v/ - - \ \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ \ \ � \ _ \ ,- 8.a \ _-__ - \\ \\\ \ \ - \\--��-------- �\\ \ \\\\\ -\ \\ \\ \ \ \ \ ,ST - \ \ \\ \\--- \ - __ >_ \ / ° --� �-_ \\\\\\\\ \\---\\ /-------- - -� �\\\\� \\ \\__ __ \\\\__\\ \\\ '�1\� \�\ \\\\\\ as. -- - \- \ 80.6 -- 2. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS AND AS \ \ - - - - �/ - - - - - - - - - - - - - - \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \• \ - i - \\ \ \\\\\- -- --//------------- -\\\\\ \ -I_ \\\\\\\\ \\\ \\\ \ \\ISTALZ•fZ' E\\\\\\ x �� `��.\ ' - - so. NEEDED TO PREVENT SEDIMENT FROM DISCHARGING OFF-SITE. \ \ \ - - - - - - - - - \ \ \:!�\\ \ \ \ \ \ \ \ \ \ \ \ \� ,Ni- - - / - - - / - - - - - - _ - _ - \ \ - \ \ \ \ \ \ �h! CSI* ROSION� \ \ \ - a 77.5 \ \ \ \ - /i__________ - \-\ \\\\\ \\-\\\ \\\\\\\\\\\\\\\\\ \ \ \ \ \ \\ - = s 0� 82.1 - \ \\, %-% ---1// - - - - - _ \ \-\ \\\ \\ \ \ \\\\\\\\\\\\1 \ -` 'I \ (�ON BLANKET \ \ \ \ - - " �`� - \ 3. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED - - - i - \ \ \ \ \ \ \ iiz \\ \ \ \ \ `-� \ - ®- - - - - OTHERWISE ON PLANS. ::�-///---------- r80�� \\ �\\\\\\�\\ \\\\\\\\\\\\\\\\\\\\���\\�\ \ IS1't� B� E\\\\-\- .-- 1-1`., 2.3\ DISTURBED AREA = 3.54 Acres \-- ///��----------� _-�_ \\ \ \\\ \\\\\ \\\�\\\\\\ \\-\�\\\ \ � - - -_--- a \ 4. SEDIMENT CONTROL MEASURES MAY REQUIRE FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO /i/ - - - - - - - - - - - - - - - \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ \ \ ' \ - - - -111, - 80. - - - _ INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED. ,� - - - - - - - - - �9�- \ \ \ \ \ \ \ � \ \ \ \ \ \\ \\ \\ \ \ \ � � \t >- - \ \ \ \ - \�, \ \•\ _Iiii,_ - - - - - - - '315.1 - - \ 5. PROVIDE REGULAR INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES TO INSURE _ - _ _-_-_ \\ �� \\ -_ \\ __ 1i \ \\ \ \\ \\ \\ \\ \", � --- \ __ \ \ � - -_ \ \ \ � \ \iiiiiiiii� � \ - - � - _- - _­ \ \ . - -_ � '' - k- - 9 73-5 THAT SEDIMENT CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN - _ _ _ - 4 C 09- \ \\\ \ \\ \ \\ \ \ \\ \ \\\ \ \ \ \ \ \\ \ \\ \ \ \ _\ \ ��\ \- - - - -- - _ \ \ �- , 5. - 11111- I PLACE. -___-- \ \\ \\\ \\\ \\ �\ \ \ \ \ \\ \\\\-- \-\ ,-- - -- ���- - - \\ \\\\\\ \\ \\\ \\\\\\ \\\\ \ \\ \ \\ \\ \\\ \\ - \_ - -- - -_---\\\\\ \\\_\\\\\ \\\\ \ \\\ \\\ \\\ \ \ \\\\\\\\\ , \\ -zt�__: - _ ---------\� ` - -- -�� \\\\�_\\\�\\\\\\\\\\\\\\\\ \\\ \\\ _\� \-\\\\\\\_-\---\-\ �\\-\-\-- -- �� 92..0 - -x�s.s 6. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADING OPERATIONS SO THAT EFFECTIVE -ii. \ \\ Ni \\ \\ \ \ \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ - - \- - - - �� - - \ - - - - - - - , - - _ SEDIMENT CONTROL CAN BE ACHIEVED DURING THE ENTIRE CONSTRUCTION PERIOD. \ \ � -_ - \ -_ -_ � -_ \\ \\ \\ \ \\ � ",� � -, \\ -, \0." � -_ � \ \ \ -_ -_ \ \ -_ - - \ - - \� - - - - t �`- y§ - - \ - \ - - `;'••= -9 . - CONSTRUCTION SEQUENCE OF EROSION(SEDIMENT CONTROL \\ � \ \\ � \\\ \\ \\ \ \ \\ \ \ \ \ � - -_ \\ \ \ \ \ - - - - - \ r-�� \ - - - \ _ �\ \ \\ \\ \\ \\ \ \\ \ iii.\ - \ Ni \\ \\ - - - - - - - - \ _ MEASURES �\\ \_\\ \\\\\\\\\\\\\\, \,, - �_\\ \ \\\\ \\\\\-\-\-\-\ -\-\-`�\-\\ �`. + - 7. STABILIZE ALL POINTS OF INGRESS AND EGRESS WITH CRUSHED STONE DURING CONSTRUCTION TO \ _ \ \ \ \ \\ \ \ \\ \ \ \ , \ \ _\ - - - - - - - - _ - _ \ \ \ \\\\ \ \\\\ \\ \ \\\ \\\ \ \ \\ \ \ \\ % - \ -\\\ \- -- - - �\ -- \� -�\- --�-�------�-� \ PREVENT TRACKING OF MUD ONTO PUBLIC WAYS. \ \ \ \ \ \\ \\ \ \\ \ \\ \ \ \ \ _ \ \ _ \ \ _ \ \ \ - - - - - - - �- - - -_ _ - - HP 95.7A \ \ \\ Ni\\\%\ \ \ - \� \ \\\\-\\ \ - \ - - - - \ - - Wit! - - _ _ _ \ \\ \ \ \ \ \\ \\ Ni\ \ \ \ � \ - \ � _ \ \ - \ -\ - \ \ - - - - \ - - - \- - - 8. FOR TEMPORARY STOCKPILES APPLY SEED HYDROMULCH AND TACKIFIER IMMEDIATELY AFTER THEY \ \ \ \ \ \ \\ \ \\ \ \ _ - \ \ \ \ - \ - - - - - - - - - - - ' 1. CONSTRUCT STABLIZED CONSTRUCTION ENTRANCES AT ALL POINTS \\\ \\ \ \ \ \\ \ \ \\\ \ \ \ \ \ \\ \ \ - \ - \ - - - - - - � - - �c - - -mss`` - - ARE CONSTRUCTED FOR STABILIZATION. IF EROSION OCCURS AFTER APPLICATION OF THE TACKIFIER, \\\ \ \ \ \ \\ \ \ \\ \ \ � - \ - \ - \ \ \ \ - - __ \ - - - - - - - - $ - - - - IL _ _. � . - - OF INGRESS AND EGRESS. \ \\ \ \ \ \\\ \ \\ \ \ \ \ \ \ i \ \ \ \ \ \ \ -- \ \ - - - - - -- - USE EXCELSIOR C2 EROSION CONTROL FABRIC. INSTALL SILT FENCE BELOW STOCKPILES TO CAPTURE \ \\ \\ \ \ \ \\\ \ \\iii _ \ \ \ \ - - - \ \ \ \ - -- - - \ - - - - - - - - \ \=C�NT°1 - - _ SEDIMENT. \ \\\ � � \\ \ \ \\ 1i \\ \ \ �EA�TYPIG�L� - 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ASSURE \\ \ \ \\ \ \ \ \ \ - _ \ \ _ _ \ \ \ \ _- \ \ - \ - _ - - - - -- - - _ 7�- - - - - - - - - - - - - - - -� - 9. THE TERM 'REVEGETATION' ON THIS PLAN MEANS THE SUCCESSFUL GERMINATION AND ESTABLISHMENT THAT NO SEDIMENT LEAVES THE SITE. FUGITIVE DUST CONTROL \ \\\ \ \ \ \�,N%,�_i\ \ � \ � - _ \ \ \ \ - - - _iii \ - \\ \ - \- \ - \ _ _ _ - _ - - _ - - _- - _ - _ - \ \ \ \ \\ \\\\ \\ \ \ \ \ -� \ \ \ \ \ \ \-\, \\_ -I -� \� \ \\\\ \-\--- ,- - -_ --_ -- --- �5� OF STABLE GRASS COVER FROM A PROPERLY PREPARED SEEDBED CONTAINING THE SPECIFIED \ \\\ \ \ \ \\ \ _ \ \ \_\ \_ \ _ _ - ; __ - ; - ' 3. CONSTRUCT SILT FENCE AND WATTLES AND ALL SEDIMENT THE CONTRACTOR IS RESPONSIBLE TO CONTROL FUGITIVE DUST AND TO \ - _\ - \ - _ - - _ _- _ _- _ - _ _- AMOUNTS OF FERTILIZER IN ACCORDANCE WITH APPLICABLE STANDARDS AND SPECIFICATIONS. REFER CONTROL DEVICES. INCORPORATE THE FOLLOWING: \ \\\ ;5 \ \ \ \\ \ \ � � \\ \ \ \ - \ \ \ � -_ \ \ \- \ - \ \ \ \ \ y§� \ \- - - _ - � _ - - - - - - _ - TO LANDSCAPE PLANS FOR SEED MIX, FERTILIZER TYPE, MULCH, TACKIFIER AND APPLICATION RATES. \\ �\\ \ , \ - , \ \ � � \\ - \ \ \ _ � \ - -_ \ \ 1 � - - _ - - _ _ _ _ _; � - ; ` _ - - \\ \ \\\\� \_\\ \\ \ \ \ \ \ \ - _ \ - - - \ \ \ \ - --- -- ____� - _� 7550 4. BEGIN DEMOLITION, EXCAVATION AND CONSTRUCTION. 1. ALL UNPAVED ROADS AND OTHER DISTURBED AREAS ON SITE SHALL \ \\ \ \ , \ \ - - \ -_ \ \\ \ \ - \ \ � � \ \ � \ - _ \ _ \ \ - - - _ - _ _ - _ _ - - - _ ; - \ ` -i-_ 10. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE APPROPRIATE MEASURES TO INSURE THAT NO \ \ \ \ \ \ - \ \ \ \ \ \ \ \ - - - - _ _ - _ - - - _ \ - - BE WATERED TO MINIMIZE FUGITIVE DUST. \\ \ \ \ \ \ \ _ \ \ \ \ \ \ \ \ \ � � \ \ \ \ __ \ \�'� - - _ _ - _ _ _ _ - - - \ \ - SEDIMENT LADEN WATER IS DISCHARGED FROM THE SITE. \\ \ - _ \ - \ _ \ \ \ - -- - \ \ -_ _ \ \ \ \ \ _ \ _ \ �6_ - - - - - - - - - \ \ - , � _ - 5. INSTALL EROSION CONTROL MEASURES AFTER DITCHES AND \\ _ \ \ \ \ \ \ \ \ _ \ - - - _ _ \ \ - 56�; - SWALES HAVE BEEN CONSTRUCTED AND TOPSOIL AND SEED HAVE 2. HAUL ROADS SHALL BE TREATED WITH MAGNESIUM CHLORIDE IF ,\ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ - = _ _ - - _= _ _ - \ ` _ 7 , 11. APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALL SITES BEFORE REMOVAL OF \\ \ \ \ \ - \ \ \ \ \ \ \ _ _ - \ \ _ - , BEEN PLACED. INSTALL INLET PROTECTION IN ALL INLETS AS THEY WATER IS NOT CONTROLLING THE DUST. \ \\ � \ \ \ \ \ \ __ \ \ \\ \ \ _\ \ \ \ \ \ � \ \ \� - _ - _ - \ \ \ \\ \ _ _ _ - - - SEDIMENT CONTROLS. ARE CONSTRUCTED. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ - \ S0- - \ \ \ \ - - ' " \ \ \ \ \\ \\ \ \ \\�_�\ \ \\ - \\ \\ --_ --� \ \ \ - ��'�� 3. ALL DISTURBED SURFACE AREAS SHALL BE REVEGETATED AS SOON \ - _ \ \\\ - \ � \ \ \ \ \\ \ \\ \ \ __ - \ _ - - - - - - - \ \ \\ \ \ \ \ \ X570 ; - 12. CONTRACTOR SHALL OBTAIN AND CONFORM TO STORMWATER DISCHARGE PERMIT AND AND ALL 6. TOPSOIL AND REVEGETATE ALL DISTURBED AREAS WITH APPROVED AS POSSIBLE. � _ \ \\ \\ \ \ \ - - \ - \ _ -_ - \ \\ \ \\ \ \ \ \ \ - - - - - \ \ \ \ \ \ \ - - - - ' - - ENVIRONMENTAL PERMITS AND KEEP STREETS CLEAN AND FREE OF SEDIMENT. SEED MIX PER LANDSCAPE PLAN. \ \ \ \\\, -, � \ \ \ \ - \ \ \ \ \ \ \ \\ \ \ \ - - - - - - \ \ \ \ \ \ - - _ - - - _ - �\ \ \\ \ \ \\\ \\ \\ \ \ _ - \ \ \\ \ \- -- 4. MUD AND DIRT CARRYOUT ONTO PAVED SURFACES SHALL BE \\ \ \\ \ \ \ \ \ \ \ --- - - \ \ \ \ - - - -,---:- '_1 _ 13. REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE IS THE RESPONSIBILITY OF THE 7• CONTRACTOR SHALL REMOVE SEDIMENT CONTROL FACILITIES AFTER PREVENTED. ANY MUD AND DIRT CARRYOUT ONTO PAVED SURFACES \ \\ \ \ \\\ � _ \ _ � � \ � \ �\ \ \ _\ \ \ -- \ - ' - \ \ \\ \ \ \\ � \ ` - _ _ -7580'_ _-- CONTRACTOR. FINAL STABILIZATION. SHALL BE CLEANED UP DAILY. \ �� �\\ _ \ _ \ \ \ \ \ \ \\ \ _ - -- \ - \ \ \ _ \ _ _ - - - - - _ _ - \ \ \ - - _ - \ \\\ \ \ \\ \ \\\ \ \\ __----\-\\-_ -\\\ --- � \ - -_ \ \ \ \ \ \ - \ � \ \ - � - \ _ - _ - _ - _ - � - , - _ - - - - -A GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. CONTRACTOR SHALL MARKUP A SITE MAP WITH SOIL STOCKPILES, DUMPSTERS, PORTABLE TOILETS, MATERIAL STORAGE AREAS, CONSTRUCTION WASTE AND THE EROSION CONTROL LOGS UTILIZED AS STOCKPILE CONTAINMENT AS THEY ARE IMPLEMENTED. PORTABLE TOILETS ARE TO BE STAKED DOWN. Attachment D TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. t a b a s s o c i a to s. c o m 0 QJ 0 N 13 EW ■IIIIIIIIIIIIIIIIIII1I � V 00 rIIIIIIa O M }, �: O a 0 O M �. u O r. O 0 > 0 E W 0 =>% L •� M V �: ,_ s L E = •� a >O o ' W (rJ a qq 00 03 � M(a) Revisions: INol Description I Date Issue Dates: MDP 07/16/21 Sheet Title: Erosion Control ALPINE AAMIAEI ENGINEERING INC. 34510 HWV 6 /UNIT A9 / PO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C6.0 LEGEND �✓ EROSION LOG WATTLE �08080ooiiii STABILIZED CONSTRUCTION ENTRANCE EROSION LOG PROTECTION AND 1:1 SILT SACK AT AREA INLET BEAVER DAM INLET PROTECTION 0 AND SILT SACKS AT CURB INLET �/1� STRAW DITCH WATTLE -A GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. CONTRACTOR SHALL MARKUP A SITE MAP WITH SOIL STOCKPILES, DUMPSTERS, PORTABLE TOILETS, MATERIAL STORAGE AREAS, CONSTRUCTION WASTE AND THE EROSION CONTROL LOGS UTILIZED AS STOCKPILE CONTAINMENT AS THEY ARE IMPLEMENTED. PORTABLE TOILETS ARE TO BE STAKED DOWN. Attachment D TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. t a b a s s o c i a to s. c o m 0 QJ 0 N 13 EW ■IIIIIIIIIIIIIIIIIII1I � V 00 rIIIIIIa O M }, �: O a 0 O M �. u O r. O 0 > 0 E W 0 =>% L •� M V �: ,_ s L E = •� a >O o ' W (rJ a qq 00 03 � M(a) Revisions: INol Description I Date Issue Dates: MDP 07/16/21 Sheet Title: Erosion Control ALPINE AAMIAEI ENGINEERING INC. 34510 HWV 6 /UNIT A9 / PO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C6.0 BEAVER CREEK MOUNTAINSIDE PHASE 2 GENERAL NOTES 1. The Contractor shall notify Alpine Engineering, Inc., Owner and Town of Avon (T.O.A.) Engineering Dept. at least 48 hours prior to any construction, The Contractor shall coordinate all work with Alpine Engineering, Inc. and Owner. 2. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify the location of all utilities prior to commencement of any construction. 3. The Contractor shall conform to all Town of Avon rules, regulations and stipulations while accessing through or working in the Town. All materials and workmanship shall be subject to inspection by the Town and/or their representatives, and Alpine Engineering, Inc. 4. The Contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his activities, including vehicle fueling, storage of fertilizers or chemicals, etc. The Contractor shall have identified procedures for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at the project site. 5. Contractor shall conform to all recommendations in the project subsoil study prepared by HP Geotech (Job #1060951, dated 12/13/2006). 6. The Contractor shall maintain traffic at all times to the satisfaction of the Owner and the Town. The Contractor shall minimize traffic disruptions and provide adequate safety precautions to ensure public safety. 7. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the project site, nor for compliance by the appropriate party with any regulations relating hereto. 8. It is the Contractor's responsibility to obtain and conform to all appropriate construction permits. 9. The contractor shall provide a construction staging plan to the owner for review and approval prior to starting construction. 10. The Contractor shall minimize all off site tracking. All soil tracked off site shall be immediately cleaned up to the satisfaction of The Town of Avon, CDOT and the Owner. 11. If any groundwater is encountered the Contractor shall contact Owner, Alpine Engineering, Inc., and the Project Geotechnical Engineer immediately. 12. The Contractor shall protect and preserve all trees, bushes, shrubs and ground cover, not designated for removal, in a manner acceptable to the Owner. Contractor is to repair and/or replace any landscaping damaged as a result of construction to a condition equal to or better than existing. 13. Observations of the work in progress and on-site visits are not to be construed as a guarantee or warranty by the Engineer of the Contractor's contractual responsibilities. 14. Street closures shall be kept to a minimum length of time. There shall be no material storage on Town Streets. 15. All construction shall conform to Town standards and specifications and be subject to construction observation by their representatives. Copies of Town standards must by obtained by the Contractor. Contractor shall have one (1) copy of the plans and one (1) copy of the appropriate specifications on the job site at all times. 16. The Contractor shall control dust per the T.O.A.'s Public Works manual. 17. Topographic information was prepared by Intermountain Engineering. 18. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in plans, field staking or physical features shall be brought to the attention of the Engineer. If Contractor proceeds with the work without notifying the Engineer, he does so at his own risk. GRADING AND DRAINAGE NOTES 1. All work performed for this project including storm drains and culverts shall be constructed in accordance with the Town of Avon standards and the project Technical Specifications. 2. All drain pipes shall be installed with the required bedding. 3. Elevations shown are at pipe invert unless otherwise shown. 4. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. 5. Where any part of the storm drain system is located in a fill section, provide fill material compacted to 95% AASHTO T99 density from the original undisturbed ground up to structure bottom slabs and pipe bedding. 6. All inlet frames/grates, manhole and vault lids, valve box covers and irrigation boxes shall be set to match the adjacent finished grades and slopes. 7. Proper moisture content is to be achieved and maintained during fill placement and compaction. 8. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face of box. 9. Curb and Gutters shall be installed in such a manner as to insureositive drainage in all areas as shown. P 9 10. Direct downspout drainage away from building foundation or to storm. 11. The Contractor shall maintain existing drainage channels, culverts, and appurtenances during construction as necessary to protect roads and property. 12. The Contractor shall remove all topsoil prior to the placement of any fill. Existing fill soils are to be evaluated per the recommendations in the soils report. 13. The ground surface surrounding the exterior of buildings shall be graded to slope away from the foundations in all directions. 14. Proof roll all hardscape areas prior to installing basecourse and pavement. The Town of Avon engineer, AEI and Geotech Engineer are to be notified 24 hours prior, so proofrolling may be observed. LUMEN COMMUNICATIONS STRUCTURAL SPECIFICATIONS 1. CONDUIT: A. All conduits are to be equipped with minimum X" polypropylene pull line. B. All conduit bends are to be steel sweeps or no less than PVS Schedule -80 fully encased. Long radius sweeps are to be used in main trench sections. Standard radius sweeps may be used at closure locations. C. All conduit runs are designed on the basis that each separate run will have no more than two (2) 90' bends without the insertion of an appropriately sized pull box. D. All conduits will be PVC Schedule -40 or better unless specified otherwise. If steel or iron pipe is used between the building and the property line, the pipe must be kept free from contact with any reinforcing steel or other conductors within the building foundation wall. E. Conduits) will be furnished and installed by contractor for the exclusive use of Century.ink Communications. F. Conduits) placed in the same trench with power supply conductors/conduits must be separated by a minimum of 12" of compacted soil or 3" of slurry encasement and have minimum depth of cover of not less than 24" on private property and 36" of cover at the property line. G. Labs, water/gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for use by CenturyLink communications. H. All phone and cable TV conduits, pedestals and appurtenances shall be installed in accordance with CenturyLink's design specifications and shall be reviewed and accepted by CenturyLink. I. Contractor shall provide and install pull string in all conduit. SEDIMENT CONTROL 1. Install and maintain sediment control measures in accordance with these approved plans and as needed to control sediment. 2. All proposed sediment control measures are temporary measures unless specified otherwise on plans. 3. Sediment control measures may require minor field adjustments at the time of construction to insure that their intended purpose is accomplished. engineer's approval will be required for any other deviation from the approved plan. 4. Provide regular inspection and maintenance of all sediment control measures to insure that sediment control efficiency is obtained until final stabilization of site has taken place. 5. Install sediment control measures at the onset of grading operations so that effective sediment control can be achieved during the entire grading operation period. 6. Stabilize all points of ingress and egress with crushed stone until just prior to paving operations to prevent tracking of mud onto public ways. 7. During earth moving operations, maintain the site in a rough grade condition so the stormwater does not immediately run off, but is detained in pockets and allowed to seep into the soil. 8. The term "revegetation" on this plan means the successful germination and establishment of stable grass cover from a properly prepared seedbed containing the specified amounts of fertilizer in accordance with applicable "standards and specifications". 9. Approval shall be requested upon final stabilization of all sites before removal of sediment controls. 10. The Contractor is responsible to install and maintain sediment control measures to insure that sediment -laden water does not leave the site. Certain sediment control details have been shown on the detail sheet. These details may not be all the measures necessary to provide adequate sediment and erosion control. AVON , CO DEVELOPMENT PLAN SUBMITTAL AVON ROAD 1" lvO�IW 1-70 No. SITE iml SHEET INDEX CIVIL NOTES C1.0 EXISTING CONDITIONS C1.1 DEMOLITION PLAN C1.2 STEEP SLOPES C1.3 SITE LAYOUT C1.4 GRADING & DRAINAGE C2.0 STORM SEWER C3.0 WATER & SEWER C4.0 SHALLOW UTILITIES C5.0 EROSION CONTROL C6.0 ARCHITECT, TAB ASSOCIATES CIVIL ENGINEER, ALPINE ENGINEERING, INC. TOWN OF AVON, ENGINEER WATER & SEWER, ERWSD ELECTRIC, HOLY CROSS ENERGY COMMUNICATION, COMCAST COMMUNICATION, LUMEN GAS, XCEL ENERGY PROJECT CONTACTS GREG MACIK MATT WADEY JUSTIN HILDRETH_ TUG BIRK TODD FLORAL GREG AYLESWORTH AL PEREZ BRITT MACE 970-748-1470 970-926-3373 970-748-4045 970-476-7480 970-748-4307 720.557.0060 970-589-4536 970-262-4032 HOLY CROSS ENERGY CONSTRUCTION SPECIFICATIONS I. TRENCH AND CONDUIT 1. The developer or contractor will contact Holy Cross Energy before conduit and vault installation begins to schedule a pre -construction meeting with the project inspector. 2. Changes in power facility construction from that shown on the project plans will not be made without advance approval from the Holy Cross Energy inspector. 3. Holy Cross Energy material shall not be moved from the project to which it was assigned without the advance approval of the inspector and the completion of necessary paperwork. Holy Cross Energy material shall not be installed for any use other than construction of power facilities. 4. All roads will be built to subgrade and all drainages will be constructed to grade before any vaults or conduits are installed. 5. All trench will be excavated deep enough to ensure that the top of installed power facilities will be 48" below final grade. Special care must be taken to insure that the top of conduits will be 48" below the bottom of drainage ditches and all other low areas. 6. Trench will be as straight as possible between vaults and shall have a smooth bottom free from low and high spots. Six inches of road base will be placed the entire length of the trench and well compacted prior to conduit installation. When placed in the trench, the conduit shall be in continuous contact with the compacted road base with no hold down weight added. Twelve inches of road base, as measured from the top of the conduit, will be placed on the conduit and well compacted prior to returning any native backfill to the trench. Large rocks shall not be placed directly on the road base layer. Care must be taken to avoid conduit damage during backfill and compaction; conduits found to be unusable at the time of power cable installation will be repaired by the developer or contractor before power can be made available. 7. Power facilities to be placed parallel to deeper utilities will have a horizontal separation from the deeper utility greater than the depth of such utility below final grade less four feet (see attached drawing). When crossing a deeper utility is unavoidable, the crossing will be made as close to perpendicular as possible. 8. Power line conduits will be installed with a minimum separation of 12" from all other new or existing underground utility lines. Wherever possible, this separation will be horizontal. The power line separation from plastic gas lines will be greater than this minimum wherever practicable. Power line conduits will be located deeper in the trench than the facilities of all other utilities unless the inspector grants a waiver prior to the start of construction. 9. Backfill and compaction above the road base layer will be as required by the governmental entity or other party having jurisdiction. 10. Conduit bell ends will not be allowed in the vaults. Holy Cross Energy will supply factory couplers, 90°, 45°, and 22 J' elbows as needed for job. Non -factory bends and heated bends will not be allowed. No more than two 90' elbows will be allowed in a conduit run of 500 feet. The conduit shall run straight between factory bends. Allowed bends must be further than 5' from a vault. Factory elbows supplied must be used intact; they cannot be cut to make a lesser bend. Bells will not be cut off conduit sticks to use as couplers. Holy Cross Energy elbows and pipe will be used only for the power facility installation. 11. The conduit will not be backfilled without the Holy Cross Energy inspector seeing all joints unless the inspector gives prior permission. All joints shall be completely seated to the line marked on the male end of the conduit after sufficient glue is applied to both conduits being jointed, even in areas where the trench cannot be excavated completely straight. Glue in the joint shall be allowed to completely dry prior to any stress being applied to the conduit on either side of the joint. Trench backfilled without the inspector viewing each joint or giving prior permission to cover the conduit will be re -excavated to expose the conduit, or the contractor will put a camera through each conduit in the span which was prematurely backfilled to verify the joint seating and conduit condition. The camera verification will be witnessed by the Holy Cross Energy inspector. 12. Individual conduits shall enter each vault at a consistent location. There is to be no crossing of conduits in the trench. Pull string shall be installed in all conduit. 13. Both ends of a conduit run shall be securely plugged at the time of installation with Holy Cross Energy supplied material. Conduit ending outside a vault shall be marked with a 4" x 4" post or other approved method. 14. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" to 24" above the conduit during backfill. 15. At completion of the job, the inspector will do a final inspection. If the job does not meet with Holy Cross Energy's specifications or the approval of inspector, service will not be provided until specifications are met. II. VAULTS 1. Vaults shall be installed as follows: A Splice vaults shall be installed with the manhole lid grade being slightly above final grade of the surrounding area, except when the vault is in a roadway, the manhole lid grade shall match the grade of the finished roadway surface. B Splice vaults located in roads or other sloped areas will be installed so that the concrete base and lid are at the slope of the surrounding area. Vaults placed in roads will not be located in areas normally traversed by vehicle wheels. The inspector must approve all vaults installed at a slope. C Transformer vaults and switchgear vaults will be installed with the bottom of the lid at final grade. The lid will be level. D Where transformer and switchgear vaults are set into hillsides or sloped cuts, the downhill side of the vault will be graded according to C above. The slope behind the vault will be laid back sufficiently to prohibit soil or rocks from sloughing onto the vault. If the slope cannot be laid back far enough, a retaining wall shall be constructed behind the vault at the direction of the inspector. E All vault pads will be placed on the vaults at the time of vault installation to protect the public and wildlife, unless otherwise instructed by the inspector. The holes through transformer and switchgear pads will be covered at the time of vault installation with concrete pieces supplied by Holy Cross Energy, unless otherwise instructed by the inspector. F Large vault pieces shall be jointed with a tar type sealant provided by Holy Cross Energy, with the exception of the vault lid, at the direction of the inspector. 2. Holes knocked in vaults for conduit installation shall be as small as possible and shall be grouted closed on the outside of the vault prior to backfill. 3. Conduit shall enter vaults perpendicular to the vault wall, at least 2" from any adjacent walls and at least 2" above the vault base. There shall be a minimum separation of 1" between conduits. See vault drawings. 4. Conduit will extend 4" into the vault (measured from the inside wall of the vault) after backfilling is complete. 5. Ground rods in vaults for underground cable installation shall be laid in the trench with the conduits. The end of the rod shall extend approximately 6" into the vault through the conduit knockout. The rod will have a 45' bend located approximately 3" from the vault end, with the bend going away from the conduits. The bent end of the rod must be far enough from the vault wall to allow crimping the grounding conductor onto the rod. The rod must be at least 2" from the conduit at its entrance into the vault. See vault drawings. 6. After the vault has been set, pipes extended in and grouted and the ground rod is in place, vaults shall be swept out removing all dirt or rocks. Cleanup shall be completed to the satisfaction of the inspector prior to cable installation being scheduled. 7. Pedestals for other utilities shall not be located closer than 10' to a vault on sides where transformers or switchgear will have access doors. Pedestals shall not be located closer than 5' to a vault on sides where the pad -mounted equipment will not have access doors. WATER & SEWER NOTES 1. Water construction shall conform to Eagle River Water & Sanitation District's standards and specifications. 2. All materials and workmanship shall be subject to inspection by the district and/or its representatives. The district reserves the right to accept or reject any materials and workmanship that do not conform to district standards or specifications. 3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to any water line construction for a pre -construction meeting. 4. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. Contractor is to provide at least two ties from physical monuments to all fittings, tees, curb stops, valves and manholes. 5. Water mains shall be constructed with ductile iron pipe, AWWA C151, AWWA C111, class 52, pressure rating 350 psi. All water mains, fire hydrant lines and water service lines shall have a minimum cover of 7' unless noted otherwise. 6. All water mains shall be hydrostatically tested in accordance with ERWSD standards. Chlorine testing shall be done in accordance with ERWSD standards. 7. Provide thrust blocks and megalugs on all waterline bends and fittings per ERWSD specifications. 8. Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned, and additional bends may be required during construction. 9. Install 10 gauge insulated copper tracer wire along the water mains, and cad -weld, per current ERWSD requirements. 10. Verify all existing pipe invert elevations prior to construction. 11. As part of these plans, several adjacent properties will be disconnected from the existing water and sewer mains and reconnected to the new mains proposed herein. Prior to beginning any construction, Contractor shall provide to the Engineer, a sequence of construction that outlines the methods and procedures to be used that will maintain water, sewer and fire protection services to these adjacent properties. 12. Any service tap fees that may be required as part of these proposed utility installations are to be paid prior to making the connection to the main. 13. No fire hydrant extensions are allowed by ERWSD on new installations. 14. The center line of the fire hydrant discharge must be a min. of 36" above finished grade. Coordinate all fire hydrant locations in the field with TOA FD prior to installation of any hydrant. A dielectric fitting shall be installed between dissimilar metals. 15. 16. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards and specifications. All sewer mains and service lines proposed herein shall conform to ASTM D2241 "Standard Specifications for PVC, pressure rated pipe (SDR Series)" and shall be constructed to the lines and grades shown herein. 17. All materials and workmanship shall be subject to inspection by the districts and/or their representatives. The district reserves the right to accept or reject any such materials and workmanship that do not conform to district standards or specifications. 18. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any utility construction. 19. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. 20. The contractor shall verify existing pipe or manhole inverts at tie-in points prior to construction staking_ 21. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and Town of Avon requirements. Precast adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 12 inches. Manhole steps shall conform to OSHA step standards. 22. The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical. Manhole inverts shall be constructed with a smooth trowel finish and benches shall be finished with a light broom non-skid finish. All concrete for manhole construction shall be made with Type II cement with a minimum 28 -day compressive strength of 3000 psi. 23. All pipe shall be constructed with pipe bedding as shown in the sanitary sewer plans and details. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with construction. Attachment D A 0 TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com CD � N ► E CN (n V 00 0 M LEE 0 0 O 0 \O\ E M V ■_ s L �=1 CD O 0 tTJ CD 00 0 3 PO4 M Revisions: INol Description I Date Issue Dates: MDP 07/16/21 Sheet Title: ICivil Notesl ALPINE //////,A E I ENGINEERING INC. 34510 HWY 6 /UNIT A9 / PO BOX 97 EDWARDS CO 61632 / 970.926.3373 WWW.ALPINECIVIL.COM Project 1722 Sheet No: C 1.0 m a M IR L0 04 N O N m r- \ \ ""I� ", __ \ ____ '�__, ___ N'II`111_� \ \ e -4 -,Ss S \ \ ES EXI \ eS - , 1 ,& / T Ef "_� \ \\ EXISTING / Fq� GUARDRAIL Fni FGA \ FS \ FG US HIGHWAY 6 IMPROVEMENTS BY THE ASCENT PROJECT R/M X0.31 � INV /N 744001 \ INV OUT 743; \ i / \ R/otiT o . ..., . . :.\ EG F� \ \ F wq y 42V .. ,.,.'\ \ 4 _ \. \\ K \ \ ..I.: \ \ \ - - �XI�TfP�G M ,. \ .... / — _II`iI , -, . 111� .� \ \ \ \ FS EASTING WATER- \ . �\\F,oh, \ F \ \ EXISTING SOLID % � � SERVICE \ \ \ \ � \\ � 1-31,1 G 4' , WHITE LINE / ____ \ \ C (). �✓� \ / / __��o----_ \\\\ \\\ Fp tii \ \\. \ \ \ I=_tW1IN=Eral :4Z EXISTING TELEPHONE VAULT --a� GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 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\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ —_ \_ \ \ - � \\\ \\ \ \\ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \ � � � \ �'�= — — — � — = \ \ \ \ \ i , — _- — - — — — — — \\\ \\ \\ \ \\ \\\\\\ \ \\ \\\ \\ \_\ \— —�_-- —\\ \ \ �iGc� —__ \\ \\ — \ \\ \ \\ \ \ \ \ \ \ \\ \ \\ \ \ \\ \ — �— — \\ \ \ \ \ _- 756 �i _ _ _f _7i — _ \\ \\ \ \\ \\ \ \ \ \ \ \ \\ \ \ \ \ — _ � — — — \ \ \ \ \ \ __ — \ \\\ \\ \\ \ -- \ \\\\\\� \\ \\\\ — — ___ i I — \� \ \ \ \\ \ \\ \ \ �� \ \ \\ \\ — � ---- \\\\ \\ \\\ \ \ \- \ \\\\\ \ \ \ \ \ \\— =-75 _— ------ \ \ \ \ \ \ \ \ \ — — -- --- -,- \\ -,�- \\\ \ _\_\ \ \ \\ \ \ \\ \ \ \ \ \\ \ — — _ _� \ \\ - _--_--- _ \\\\\\\\� -- _-- \\ \ \\ \\\ �\__ �� \ \ \\ \ ___7580—_-_ /�----- \ \ \ \ \,� -- i --- — \ \\ \ \ \ \\ \ \ \ \ \ \\—_ � � \ \_ ——_� // — — —� Attachment D TAB Associates + DTJ DESIGNI 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. t a b a s s o c i a to s. c o m Seal 0 QJ0 CD 13 E W ■ V TIIIIIIIIIII` co a� o ■� r wo ru M 4=0 �: O ao O mm, , �Imm V V 0% 2 + r. 0 mte 0 Q o E w 0 =>% L ■—�: M V 111111111111111111111 s LIIIIIIIIIIIIIIIIII .ai _ � V o iiiina to qq (1) C 00 P4 M 03(a) Revisions: -INol Description I Date Issue Dates: MDP 07/16/21 Sheet Title: Existing Conditions ALPINE //////,A E I ENGINEERING INC. 34510 HWY 61 UNIT A9 I PO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C1.1 LEGEND = PROPERTY LINE = ADJOINING PROPERTY LINE — :7618 = EXISTING 2' CONTOUR — 19 — = EXISTING 10' CONTOUR I = EXISTING WATER EW 1� —RC� = EXISTING SEWER O= EXISTING SEWER MANHOLE — — = EXISTING EDGE OF PAVEMENT = EXISTING STRIPING = EXISTING CULVERT 0 0 n n = EXISTING GUARDRAIL X X = EXISTING FENCE ❑ TELE O = EXISTING TELEPHONE PEDESTAL OR VAULT CATV = EXISTING TELEVISION PEDESTAL (CATV) GV = EXISTING GAS VALVE ___CT_ = EXISTING SIGN * = EXISTING LIGHT VE = EXISTING ELECTRIC VAULT NOTES: 1. EXISTING CONTOURS AND SITE FEATURES SHOWN WERE PROVIDED BY INTER -MOUNTAIN ENGINEERING, LTD. CONTOURS AND SITE FEATURES HAVE NOT BEEN FIELD VERIFIED BY ALPINE ENGINEERING, INC. 2. CONTOUR INTERVAL IS TWO FOOT. 3. EXISTING STRIPING SHOWN HERE IS BASED UPON FIELD MEASUREMENTS AND OBSERVATIONS. IT HAS NOT BEEN FIELD SURVEYED. i .. / \ �.:.. \_ - \ \ \ \ \ \ \ c �\\ GUARDRAIL (TYPICAL) / EXISTING SIGN � \ - \ \ \ \ Fp ✓ GUARDRAIL NTINUES WEST I-, E-XfSTtNG EDGE OF t�0 \ F \ FROM ENDS WN HERE. f : �� 6.::':. _ / X464 _ - - \ 4✓ EDGE OF EXISTING _ \ \ \ \ \ �\ / \ \ PAVEMENT, TYPICAL ... \ \ F < \ \ X84 �� 4✓ �' •`' " % - EXISTING 10" PVC_ EXISTING DOUBLE \\ \ \. - . A I l .:f.'` - - - - SEWER SERVICE \ - - YELLOW LINE \ \ �'� \ \ \\ . \� a �--- — --__ p d F�, \ of _ _ _ - - \ - 'EXISTING SOLID - _ \ \_\\ o \ \ q y �\ 30 rr :- -- - `-- WHITE LINE �- -- \ yA) . — \ \ — MH ,:j.:..... � - �� � RIM \\ `— INV OUT 18" r .:.. ,. — — - \ c �/ INV /N 74 .16 �\ CMPa7460.5 _ ' _ \ " \gyp Cb F� INV OUT 7 09 \ . 1. / \ \ - - - _ - - \ \ �EXIISTING STORM PIPING - \ \ \ \ _ _ - - - 6XISTING \ ���-� 1 \ ��\ - ---- -\\ \\ / TELEPHONE -__ N\\ \� \\ F� - \ C � - \\ �,PE6ESTAL ---\• \\ \� �\� \ � Q T� - _` \ \\\ �� ��� ----�\ , \\\��\�� \ \ �, P�,o _ CTS �� EXISTING \ \ EXISTING SOIL NAIL \ \ \\ \\ 1 \ \ � TELEPHONE VAULT \\ \ \\_ --SKORING WALLS � �'----- \ \ \ �\�\\ \G° \ \ \ � - t_ __ \- \\_ // �� EXIStN�\ \ • \ \\\� � _ CTV \ \ \ \\ - - - - - - - - I i - UNDERGROUND \ \ �\ \ \ �� \ \ v \ \ � C . -_ - \ GAS'IGIV \ \ \ X \ \ \ cT V — \ F4 \ c ���=J - \= \\\\_\\ \\ \\ \- \\\ / / �� -\\ \ \ \ \ \ \ \ \\ , _� \ EXISTING � _ \ \ _ - 7 i \ \ \ \�k\ \ \ _,� GUARDRAIL g6 — \ _— \_ — _ \ \ _ \ EAGLE BEND \• � - \ \ = \ - = \ - i i \ j \ \ \ \ \ . \ \ \\ / .�� \ \ _ \ \ EXISTING \ - - \ \ \ \ -, \ \ \ \ - \ ` \ \ \ \ \ \ - - / / \ \ _/ \ \ \ \ \ \ \ \ \x \ 461• ES\ \i 7\ F�✓ J F7��, TRANSFORMER APARTMENTS \ \ \ \ \ \ \ \ �X \\�\ \ p \ -\ _-\\- \-__ \__ � �__��\ \\\ \\\ --__-- � \ \ \ \ \ \ \ \ \ �, \ \ \ \ \ \ EXISTING BUS \ \ \ - - \ \ _ \ \ - - - - _ \ ` N \ \ \ \ \ _\ c� Fl✓ FQW \ STOP EDGE OF EXISTING \. \ '�` \ \ \� \— — _ _\ \ \ — / - --- \ \ \ � \ ,"* NFFA \\\ \� `\\ \\- \ _ \' \ \\ \ \ \�\\ \ \ \ \\ \ \�'�h' '�S \ PAVEMENT, - - \ - \ 1 \ EXISTING CABLE - \ k y \ \ _ — \ \� — _ — \ / FOLSOIV� \ \ \ �. b��_ F F F \ TYPICAL ,\ \ - - - - - - - \ i i \ \ TV PEDESTAL \ ;��'` S C !✓ Q \ \\-__-�- --- -\- �\ \ \ \ �- �\ \ \ \ \ �-� k \ \ �' \\ �.\\ \\\—\__—_--� -_ —____ _ -- _ — CROP, FiTY \\ \ 18 c;��P� -� k \ F — o \ \ \ \ \ \ _ \ \ �� \ \ \\ \ \ \ � \ \ \ \ \ \ _ \ \ \ �\ �` 18r \ \ \ \ f^ _ �_�___�_- _-___--_�__ \ \ \_- - --_ T��ION \ \ \ _� INV -7461.00 \ _ � . 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NOTES: 1. EXISTING CONTOURS AND SITE FEATURES SHOWN WERE PROVIDED BY INTER -MOUNTAIN ENGINEERING, LTD. CONTOURS AND SITE FEATURES HAVE NOT BEEN FIELD VERIFIED BY ALPINE ENGINEERING, INC. 2. CONTOUR INTERVAL IS TWO FOOT. 3. EXISTING STRIPING SHOWN HERE IS BASED UPON FIELD MEASUREMENTS AND OBSERVATIONS. 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EXISTING CONTOURS AND SITE FEATURES SHOWN WERE PROVIDED BY INTER -MOUNTAIN ENGINEERING, LTD. CONTOURS AND SITE FEATURES HAVE NOT BEEN FIELD VERIFIED BY ALPINE ENGINEERING, INC. 2. CONTOUR INTERVAL IS TWO FOOT. 3. EXISTING STRIPING SHOWN HERE IS BASED UPON FIELD MEASUREMENTS AND OBSERVATIONS. 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------ -- — _ \ \\ — \ \ \ \ — 7570 = ---- _ ___ --_ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ \ \ - - _ - - - \ \ \ \ \ \ \ \ \ - �- - - - - - i - - - - - - \\ \\\\\� \\ \\_\\_\\\ \\\\ \\\_\_\\ -_-- --- \ \ \ \ \ \\`_ -_- __- ��------ _----�� \\\\\\1-1 \\\ \ \_\\ \\\\\\\\\\\ \�\—\\\\— \\\ \\\ \\\ \ �/ �� //-----`-- — \\ \\ \ \ \ \ \ \\ \ � \ \ \ \--_-_ .7580'__ "- ----- ----_ \, \ \\_ \ \_\� \ \ \ �" \ \- -\ -- --_ -- \- \_\- _\ I- _-- --- -� /I------.--.------ - Attachment D A 0 TAB i ----- TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. t a b a s s o c i a to s. c o m Seal 0 0 0 E F010" rIIIIIIa •M r *a �: C 0 '3 �.10" 0 +a mte 0 w E 0 = L ■— V a ■� L E 0 00" r./ a 0C M V U Issue Dates: MDP 07/16/21 O N W W 0 ma M 0 0 L) w r. 0 W M s .� O qq 00 M Sheet Title: Demolition ALPINE /////,/,A EI ENGINEERING INC. 34510 HWY 61 UNIT A9 I PO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C1.2 7 \ \ \ l � \ \ \ \ v / / -11 . / \ \ \ \ \ \ / _ / \\ \ \\\\ \ / \ \ \\� \ N. \ -- D O �/> \ \\\\ \\ � \E a� \\\(3L q� \\\\ \ � \ V/ Zf -- \\ '_1\\\\ �a \\'\ -- -- ,-__ \I- ---- --- -'-*Iil� \-- -- .�\ \--" \\\\ \'-- ---, \-- -- , \ I *11, -' �-\ N'.- --- -- --- ' - 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- \ "\ \ \ \� \ \ \\ \ \ \\ \ \ \ \� // / ____ \ \ \ \\\\\ \\\ \\\ \ \ \\\\ \ \ \\ \ �� - � //// / Attachment D A 0 I ML ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: MDP 07/16/21 Sheet Title: STEEP SLOPES — ALPINE //////,A EI ` - ENGINEERING INC. 34510 HWS 6 / UNIT A8 / BOX 87 EDW EDWARDS CO 81632 / 970.0. 926.3373 VV W W.ALPI N ECI V I L. COM Project No: 1722 Sheet No: C1.3 4 ZSTING {'• .'7 r CESS /EASEME114T.;',-3 / 7 9 • \ E,q qt,E � R RIGHT TURN DECEL LANE \ DESIGN 35 MPH \ \ ° 1 REDIRECT TAPER \ \ \ T DECEL 310' \ • 1 TR ITION TAPER \ (19 NE + 0' TAPER) \ \T OF LEGEND PROPOSED ASPHALT EXISTING ASPHALT PROPERTY LINE ADJOINING PROPERTY LINE EXISTING STRIPING PROPOSED STRIPING _4� GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. t* 190' `r \\\ \ / \ 6' \ 4. t: PHASNOWME\ GOND ,r \ EAGLE BEND APARTMENTS EXISTING GARAGE' \ FOUNDATION SOIL IL (TYPICAL), DESIGN Y / \ E)LSI[NG SOL-NAIL � 1t"� •— _ — — _ _ WITH�RE)PSOE� �TQNh \ _ — — _ — _ _ _ _ - VENEEi�' RPII.SH -DE-SGN BY -OTHERS \ RROPO AND FOUNDATION IL NAIL \\ \\\ WALL (TYP/) CA DESIGN \ \ --- LiL_ — \ OTHERS — \kw ERGELLNCY \\ ACCES APSIBLE �\ _ r BOLLARDS \ / \ \ \ \ � � _ _ — — — — — � _ _ _ \ \ \ \ \ \\ \ �\ \ \ \ \ \ �� \ \ \ — — _ \ \ \ \ \ \ iii \ \ \ � \o \ \ \\ � � \ � `,° __: \ OF \ ` • \ \ -- 0—A \ \GK TING r \_\_\_\ \_�`\\ ��s�i� \\\ \\ ___ \ \`/� \ /a Bus 60 \/� / 4r�f5 HELTER zz 69.3 819 _------- P • �\ \\\\\ \\\�\\� \ \\ \� \_\\ \\ \ \\ \\ \ \— __\ \ \\ \ \ \ \\\\\\\\ \ \ — ■ HAS \1\--=— ------ �'0� BE�16I RS \ \\\�\ \\\ \ S�1N\C0N ST RS \ \ S'oh' \ \ \ _----------= _ \ \ \ \ _ � ' TOW�3) ASo — _ \\\ \ \ \\\\\\ \ \\ \ \\ \ \\ \\ \ \�-----_�\\\\\\\\\\\\\\\ \�\\\\ \ \\ \ \ \ \ \\\ — \ \ \ _ R���. \ \\\\\ \\ \\— — — — — — — \ \ \\ \ \ \ \ \ 7 71 —_\\�\\ — — — — — — — — — — �" ' \ \ \\ \ \ \\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \�\ \\ 7480 v \\\\\ \ \ \ /-----------���\ \ \\ \ \ \\ \\ \\ \ .� V�AIL �---------- DESS \ KSI BYO \W— IVIIIII --------��— 75470 7 \\\� \rrr zz _— �� --•75 OPEN SPACE _ Z. \\ \ \\\\\\ \\� \ \\\ \� \ \� \ \\\ \\\\ —\ \ \ \\ \\\\ \ \� —�-- �— —__ —'7540 -----------_ ��—_ \\ \ \\\\\ --- ------ --��. �----- ��------ — ---- __� — ------ — — 757 N. .7580'—_ /----- ----- ------ ----� loll ---- \—L I \ \ -- Attachment D TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 5132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Revisions: No Description F Date Issue Dates: MDP 07/16/21 Sheet Title: Site Layout ALPINE ////, EI ENGINEERING INC. 34510 HWY 6/UNIT A9 /PO BOX 97 EDWARDS CO 81632 / 970.926.3373 WWW.ALPINECIVIL.COM Project No: 1722 Sheet No: C1.4 I - I -1w Z V�-&" 11 !" g 54- G I -- aso, I = M.� 44ft .4 I -- V 'Splift NItI LvIRMF G+ \ 1 %725-y ,Tr ',�, ,,�',I �� ,:.. . 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All water line construction is subject to the most recently adopted ERWSD Rules and Regulations. 1. All materials, workmanship,and construction shall meet or exceed the standards andspecifications set forth in the Eagle \ \\ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - _ - - - - \ _ - _ - _ - - - - - _ - - _ - - - - - _ _ - - 2. All water mains shall be a minimum of 8" in diameter. River Water and Sanitation District Rules and Regulations. Where there is conflict between these Plans and the Rules and \\ \ \ N" \ \ \ \ \\ \ \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - , -%` - ` - ` - - - - ` - - - ' _ _- - - - - - ' 3. All water mains shall be installed with a minimum of 7ft cover to top of pipe and a maximum of 9.5ft cover to top of pipe. Regulations or any applicable Standards, the more stringent Standard shall apply. All Work shall be inspected and approved by \ \- � � \\ \ \ \ \ \\ \ \ ` \ � � \ - __ \ \ \ \ � - `� � - - ` - - - __ - - - - ' - - - - _ - - 4. Pipe deflections shall not exceed pipe manufacturers maximum allowable deflection or exceed the values in Appendix C- \\ \ \\\ \ \ \ C� \\ \ \ \` \ \ \ \ _ -_ \ \ - - - \ \ \\ \ \ \\ \` \ \ - - - - - - - - - - - - - - - - - - - _ - - - the ERWSD Construction Inspector. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - _ \ \ \ \ \ \ _ - _ - - - 540 " - - - - - - - - - - _ _ \ \ \ \ \ \ \ - - - -� 7�------------- 2.6.9 Table C-1 2. Contractor shall schedule a mandatory pre -construction meeting at the construction site a minimum of three (3) business \\ \� �\ \\ \ \\ \ \ \ \ \ \\ \ y\ - - - - - _ - S. All DIP water mains must be encased in PE Wrap per Article C-3.2.9 days after the plans have been submitted. Participants shall include, but are not limited to: the Applicant; Applicant's \ \\\ �'�9 \ \ \ \ \ \ __ __ \\ \ \ \ \ � � - \ \ � � \ ` \ \ - - \ \ \ \ \ \ \ � \ - - - -- - - - - - - 6. Tracer wire meeting ERWSD requirements per Appendix E-1.12 g p y g g \\ \� \ \ � \ \ � \ \ \\ \\ \ \ \ \ � _ \ � __ � \ � -_ - \ _ \ \ � \ � \ \ -_ \ ` - O =_ - - = _ contractor, excavator and engineer; and the District representative. Construction may begin once the meeting has concluded \ \ \ \ \ \ \ \ \ \ \ \ \ \ -_ - _ - _ - - - - - _ 7. Waters specific marking tape shall be installed 24"above water main. \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ _ - \ \ \ \ \ - _ ` - - - - _ - _ - - 755 - - - - - - - - - p g p and the District Inspector has signed off. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ - - - - _ - - \� - - - - - - - - - 8. All water mains shall be bedded per Appendix E, Detail E-01 \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - _ - _ - _ _ - \ \ - - - - - - - - _-- _ p pp 3. The Contractor shall have one (1) signed copy of the approved Plans, one (1) copy of the appropriate criteria and \\ \ \ \ _- \ \ \ \\ N, \\ \ \ \` \ \ \ \ � \ \ \ \ \ \ \ \yam _ _ _ _ _ - - - \ \ _ - - - - - - - - - - - - - 9. All water lines that run parallel to sanitary or storm sewer shall be installed a minimum of 10ft horizontal) away from water \ \ \ \ \ \ \ \ __ \ \ \ \ \ - - _ \ - - - - - - - - - - p Y Y Y specifications, and a co of an permits and extension agreements needed for the job onsite at all times. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ - - - \ \ \ ` - - - - - - - - - - - - - - - - - orsecondar containment must be used. p copy any g \\� \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \\ \� \ \ \---_-� ---\ \ \ \ \-_- 60-,----_----- -_ -� Y 4. Provide a complete Bill of Materials for all proposed water and wastewater infrastructure �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ _ _ -- - _ _ - - \ \ \ 75 - -- - - - 10. All water mains must be tested in accordance with ERWSD Rules and Regulations Article 9.3.3. \\ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ - - _ _- _ _ - _ _ - \ \ \ \ \ _ ' - _ - - - - ` - S. The Contractor shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, \ \ \ \ \ \ \ \ \ \ ` \\ \ \ \_ \ \ \ \ \ _ _ \ - ' - - - - - - - - - - ` p p Y g g g \ \ \ \ \\ \ \ \ \ _ - 11. All water service lines shall be constructed along the shortest and straightest route possible. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - \ \ \ \ - - - - - - - - -I- - - _ - g g p traffic control, and security. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ ' $ - - - \ \ \ \ \ \ - - - ' - ' _ 12. Water service lines taps must be a minimum of 18" apart. \ \ \\ � \ \ \ \ \ \ \ \ __ \ \ \\ \ \ \ \ \ \ \ \ - - - - _ \ \ \ - - 6. If during the construction process conditions are encountered which could indicate a situation that is not identified in the \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ 7Q - - - - - _ 13. Water service curb stop must be placed at property line, edge of ROW or edge of easement. \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ _ - - _ -- ` \ \ \ \ \ \ , 75 - - - - - - - - - - - _ - Plans or specifications, the Contractor shall contact the ERWSD Construction Inspector immediately \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ - - \ \ \ \ \ \ \ - - _ - - - - - - - - - - - - - p pp Y appropriate governing agency \ \ \ \ \ \ \ \ \ \ ---- -\ \ \ \ I',, \---------- - 7. Submit traffic control plans as approved b the ro riate overnin a enc \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ __ _ - -- - 8. The Contractor is responsible for providing all labor and materials necessary for the completion of the intended \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ - - - - - \\ \ \ \ \ \ \ - - - i - - - - - - - - - - - - - ERWSD Sanitary Sewer Construction Notes improvements shown on these drawings or as designated to be provided, installed, or constructed unless specifically noted \ \\ � \\ \� \ \ \ \ � \ \ \ � � \ \ \\ \ \ \ \\ \ \ - � \ \ \ \\ \ \ ` -- _ _ -7580 _ _ i_ = _ _ _ _ _- -_ -_- - otherwise. \ \ \\ \\ \ \ \ \\ \ \ \ - \ \ \ \ \ __ / _------�-- - sanitary adopted Regulations.- - - ` - ry I Y p g 9. The Contractor shall be responsible for recording As -Built information on a set of record drawings kept on the construction ERWSD TRACER WIRE NOTES (SEE APPENDIX E-1.12 FOR ALL NOTES) \ \ \ \ \\ \ \ \ \ \ \ - - - - - \\ -\ - ` - - - \ _ _ _ - _ _ i _ - _- 2. All sanitary sewer mains shall be a minimum of 8 In diameter. site and available to the ERWSD Construction Inspector at all times. All as -built information shall be field surveyed under the \\ � \ \\ \\ � \ \ \ \ \ \ \ \ ` -_ \ \ ` -_ - - - \ ` \ � - - - - -_ ,- / - - - - - - -I - - - - - 3. All sanitary sewers shall be installed with a minimum of 4.5ft cover to top of pipe and a maximum of 14ft cover to top of direct care and supervision of a licensed Professional Land Surveyor. 1. All water and sewer mains and services shall have tracer wire \ �� \ \ \\\ � -, \ \ \ \ \ \ \ _ - - ` - - ` - _ - �\ \ \ - _ _ - - - � � / � _ _ - - - - - - - - pipe. 10. The contractor shall obtain locates prior to any excavation 2. tracer wire to be HDPE insulated #12 AWG copper or copper clad steel, 300 Ib load, 30 mil insulation \ \ \ \ \\ \ \ \ � \ \ - - ` - _ ` - - - - - ` -` \ \\ \ \ ' / - - - 4. Tracer wire per Appendix E1.12 to be installed on all sanitary sewer lines, to include both mains and service lines. \ \ ,*11 \ ,- \ \ \ ` - - - - - ` - - - - - \\ \\ \ - - - 7590 � - ' I i / // _ - - - - - - p pp ry 11. The contractor is responsible for any damage to any utility facilities as a result of their actions. 3. Insulation to be color coded per AWWA, blue (water), green (sewer), red (ground wire) \ \ \ \\ \ \ \ \ - - - _ - - - - \ \ \\ - -_ // / S. All sanitary sewers shall be bedded per Appendix E, Detail E-01 \ \ \ \ \\ \ \ \ - _ - - - - - - - - � \ \ \- - - _ - _ �/ / -- - _ -- - - - - - - The contractor shall make the required repairs immediately to the satisfaction of the affected utility. 4. All connectors to be lockable at wire intersections \ \ \ \ - - - - \ \ - - - 6. All sanitary sewers shall be installed a minimum of 10ft horizontally away from domestic water or secondary containment \ \ \ \ \ \ __ - - - - - __ - ` - - _ - \ \ \ \\ \ - _ �'� , // /�- - - - - - 12. Eagle River Water and Sanitation District does not guarantee the accuracy of the locations of existing pipelines, manholes, S. See Appendix E for approved wire and connector manufacturers \ \ � \ \ _ \ � \ - - _ \ , \ \ � \ \ _ - , � � / , / � - must be used. hydrants, valves and service lines. If field conditions are found to be different than shown on the plans, the contractor shall 6. Access Box- tracer wire access box at water curb stops and sewer cleanouts 7. All sanitary sewers must be tested in accordance with ERWSD Rules and Regulations Article 9.3.3. notify the inspector and design engineer immediately. 7. Ground all dead ends and termination points at Access Boxes. 8. All sanitary sewer service lines shall be constructed along the shortest and straightest route possible. 13. All trenching and backfill shall be in accordance with Appendix E of the ERWSD Rules and Regulations. 8. Tracer wire placed on top half of pipe and plastic zip teid to pipe every S feet. 9. Sanitary sewer services shall be connected a minimum of 10 feet outside of manholes with a wye connection. 10. Sanitary sewer service lines taps must be a minimum of 18" apart. 11. Sanitary sewer service cleanouts should be placed outside of the ROW whenever possible. TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com \ \ __ 0 0 a '~ NNr ON ■ 2 _/I 0 G�\ 9'r- � \ %%I I \ \\ . - EXISTING 18" MAIN \ \ \ 3: F'Oti \ IN V=43.68' \ \ -: � \ \ EG \ \ � \ EX. 4 DIA M�CNkIOLE RIM=7454.2' \ n r _ "\\� � \ \ F,oh, FG \ INV IN 18 =7443.70 \ _ - \ \\� INV IN 10"=44.00' \ / ' \ \ \ \ \� FS G Fp F \ ` INV OUT 18"=7443.66' \ /Y \ \ \ \ \ \ \ \ \`�\ . \ \ S REPAIR DAMAGED \ > - - - - - \ �.y •..\ \ h, G y� ANNECTION. 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EXISTING SEWER OEXISTING SEWER MANHOLE GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. ALL CONSTRUCTION OF WATER AND SANITARY SEWER FACILITIES TO CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT (ERWSD) STANDARDS AND SPECIFICATIONS. BACKFILL SUPPORTING PAVEMENTS: SHOULD BE IMPORTED SELECT STRUCTURAL FILL COMPACTED TO 95% STD PROCTOR WITHIN 2% OF OPTIMUM MOISTURE BACKFILL NOT SUPPORTING PAVEMENT: CAN BE EXCAVATED ON-SITE, FINE GRAINED MATERIAL AND SHOULD BE COMPACTED TO 90� STANDARD PROCTOR Attachment D �,r - \\ CONDO � \\�\ \ _ vv J � `� w�v v ti' v \ - v v v _ O > / � A VA v V A �V \ \ , \ ` O - \-_ F�i_ 74 \ \ \\ \ \ \ Co F�,, - �r� \ \ - !��, \ \ \ \ / ° o - - _ - FF2- 7475 \ \ \ \� �\ ���VVV FS \ a �• C �\ \ `� - - _ _ _ - - - , FF3- 7487 _ \ \ \\ \ �\ ' 7� \ FQ��T A \\ \ \ v,� ��%� e� /� - . f- - - �� �/ \ FF4- 7490- - Rl\\ \� \ �eI � \ C�-11 C, \ \ Cry '�! r - - - O ori ----- �\ \ \ ti ey" 1 \ V \ \ �� O - - - _ _ / __ - \ - \ \ \ \ \ \ - \ - \ \ ` \\��� - , - ` - \ _ ,/ r/ / - - \ \ \ \ O \ \\ 1 y ACC CTV \ \ C -1 N I 41 \ _ ---- (,t / \ \ \ \ \ \ A S � \ \ ---- ---\ `\ \\\ -\ `\ - --\ / - - \ \ \ \ O \ \ A / FI,/ \ \ CTV -------_ \%\ - - J \ \ \ \ � \ \ \ \ F -Y/ FQk� \ � `Z` ; - ---- \- \\ `- - `\ -- - _ - ---/ \ \ \ \ \�\, -; 6b \� \ F►r snN� _\\ \\ 0"I _ /� \ - - \ \ ` _ - - - - - \ \ / - 4 - -_ \ \ � \ Alc \A �ph � , W ATER SERVICE CTV \\-, `_. \--- \\ _ \ \`---\ = -- --- - \ \ \ \ \\ \ \% \ 4f TOP 8 IN. \ \ \ _ _ - \ r \ \ F , q//V UTILIZE G \ \ \��� \ -\\` '-�_ - --- ----\ --� -\� \ /F6 \ \ \ Cp ` \ PROCEDURE . �,fP� \ \ \ \\ ` - - - ' I \ ` - - - \ - - - \ \ \ \ \� \ / ` \ \ \ \ \ \ \ \ \ �\ \ ° STOPSEATTPROPERR E U \ \ \ \\ - - �� - - - -- -\ \ /----- - - _ \ \ F \ \\\\--- -_-�- --- --- --- -\ \ \\ \ �. r--- - - - - \ / \ \ \ REMO EX.' QQ\��__�CI\N \ \ - - _ \ \ \ - - - �_ - -` _ - - - - - - - \ \ \ \ .. - - - - - - - - - \ J \ -\ \ \ - C � \ �o \ - - - _ - - - _ - - t - -- - - - - - - - - _ - \ \ \ \ - STALL FIRE YDRA Qw 4 \ ` \ - ` - - ` - _ - - - _ - - _ _ �� - - \ \ - \ \ - \ - _ - \ \ \ \ / - \ \ \ \ \ \ \ - E XOL � 45; END ASSEMBLY (RELOCATED) \ \\� I - - - - - - �` 7 - _ - _ _ ` y AND 6" GUARD VE Fc \ \ \ - - \ - - - - --- - - -_ \ ____ -\_ - - --_ ___ `\ \ \ / \� ,�\ \ \ _ 4. \"� \ \ - • \F� SECO Y CONT,Al W _ _ _ `� _ _ `� \ - - - - 1 -I INSTALL F ILL @ ,F\ F \ - \ \ - - - - \ \ \ \ 2. \ SEWER MAI 0 E R `� `-- --- ---_ --- `-__ _- --- --\�-\ \ \ =\\\`\ '�` -- `---\ - \ \ \ , \ _ \- \ \ \�� ` -_ YD / \ \ -d.) \ Ay F TER MAIN , SSIN - 11111111 - \ \ \ \\ \ \ y`- \ - \ \ �w \ G ______________ MATE \`\`\\\_\`\��Z���---�-_ -\` \ \ / \-- \ / �- \ \ - _ r� F►r R ERWSD SPECIFICATIONS IN -- ------------- -UNE \\\ \- __ - _ -_ -- �-__� \\ \ ,< \ \ \ �/ �` \ FS 4!°, G APPENDIX E. 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All water line construction is subject to the most recently adopted ERWSD Rules and Regulations. 1. All materials, workmanship,and construction shall meet or exceed the standards andspecifications set forth in the Eagle \ \\ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - _ - - - - \ _ - _ - _ - - - - - _ - - _ - - - - - _ _ - - 2. All water mains shall be a minimum of 8" in diameter. River Water and Sanitation District Rules and Regulations. Where there is conflict between these Plans and the Rules and \\ \ \ N" \ \ \ \ \\ \ \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - , -%` - ` - ` - - - - ` - - - ' _ _- - - - - - ' 3. All water mains shall be installed with a minimum of 7ft cover to top of pipe and a maximum of 9.5ft cover to top of pipe. Regulations or any applicable Standards, the more stringent Standard shall apply. All Work shall be inspected and approved by \ \- � � \\ \ \ \ \ \\ \ \ ` \ � � \ - __ \ \ \ \ � - `� � - - ` - - - __ - - - - ' - - - - _ - - 4. Pipe deflections shall not exceed pipe manufacturers maximum allowable deflection or exceed the values in Appendix C- \\ \ \\\ \ \ \ C� \\ \ \ \` \ \ \ \ _ -_ \ \ - - - \ \ \\ \ \ \\ \` \ \ - - - - - - - - - - - - - - - - - - - _ - - - the ERWSD Construction Inspector. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - _ \ \ \ \ \ \ _ - _ - - - 540 " - - - - - - - - - - _ _ \ \ \ \ \ \ \ - - - -� 7�------------- 2.6.9 Table C-1 2. Contractor shall schedule a mandatory pre -construction meeting at the construction site a minimum of three (3) business \\ \� �\ \\ \ \\ \ \ \ \ \ \\ \ y\ - - - - - _ - S. All DIP water mains must be encased in PE Wrap per Article C-3.2.9 days after the plans have been submitted. Participants shall include, but are not limited to: the Applicant; Applicant's \ \\\ �'�9 \ \ \ \ \ \ __ __ \\ \ \ \ \ � � - \ \ � � \ ` \ \ - - \ \ \ \ \ \ \ � \ - - - -- - - - - - - 6. Tracer wire meeting ERWSD requirements per Appendix E-1.12 g p y g g \\ \� \ \ � \ \ � \ \ \\ \\ \ \ \ \ � _ \ � __ � \ � -_ - \ _ \ \ � \ � \ \ -_ \ ` - O =_ - - = _ contractor, excavator and engineer; and the District representative. Construction may begin once the meeting has concluded \ \ \ \ \ \ \ \ \ \ \ \ \ \ -_ - _ - _ - - - - - _ 7. Waters specific marking tape shall be installed 24"above water main. \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ _ - \ \ \ \ \ - _ ` - - - - _ - _ - - 755 - - - - - - - - - p g p and the District Inspector has signed off. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ - - - - _ - - \� - - - - - - - - - 8. All water mains shall be bedded per Appendix E, Detail E-01 \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - _ - _ - _ _ - \ \ - - - - - - - - _-- _ p pp 3. The Contractor shall have one (1) signed copy of the approved Plans, one (1) copy of the appropriate criteria and \\ \ \ \ _- \ \ \ \\ N, \\ \ \ \` \ \ \ \ � \ \ \ \ \ \ \ \yam _ _ _ _ _ - - - \ \ _ - - - - - - - - - - - - - 9. All water lines that run parallel to sanitary or storm sewer shall be installed a minimum of 10ft horizontal) away from water \ \ \ \ \ \ \ \ __ \ \ \ \ \ - - _ \ - - - - - - - - - - p Y Y Y specifications, and a co of an permits and extension agreements needed for the job onsite at all times. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ - - - \ \ \ ` - - - - - - - - - - - - - - - - - orsecondar containment must be used. p copy any g \\� \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \\ \� \ \ \---_-� ---\ \ \ \ \-_- 60-,----_----- -_ -� Y 4. Provide a complete Bill of Materials for all proposed water and wastewater infrastructure �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - _ _ _ -- - _ _ - - \ \ \ 75 - -- - - - 10. All water mains must be tested in accordance with ERWSD Rules and Regulations Article 9.3.3. \\ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ - - _ _- _ _ - _ _ - \ \ \ \ \ _ ' - _ - - - - ` - S. The Contractor shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, \ \ \ \ \ \ \ \ \ \ ` \\ \ \ \_ \ \ \ \ \ _ _ \ - ' - - - - - - - - - - ` p p Y g g g \ \ \ \ \\ \ \ \ \ _ - 11. All water service lines shall be constructed along the shortest and straightest route possible. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - \ \ \ \ - - - - - - - - -I- - - _ - g g p traffic control, and security. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ ' $ - - - \ \ \ \ \ \ - - - ' - ' _ 12. Water service lines taps must be a minimum of 18" apart. \ \ \\ � \ \ \ \ \ \ \ \ __ \ \ \\ \ \ \ \ \ \ \ \ - - - - _ \ \ \ - - 6. If during the construction process conditions are encountered which could indicate a situation that is not identified in the \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ 7Q - - - - - _ 13. Water service curb stop must be placed at property line, edge of ROW or edge of easement. \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ _ - - _ -- ` \ \ \ \ \ \ , 75 - - - - - - - - - - - _ - Plans or specifications, the Contractor shall contact the ERWSD Construction Inspector immediately \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ - - \ \ \ \ \ \ \ - - _ - - - - - - - - - - - - - p pp Y appropriate governing agency \ \ \ \ \ \ \ \ \ \ ---- -\ \ \ \ I',, \---------- - 7. Submit traffic control plans as approved b the ro riate overnin a enc \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ __ _ - -- - 8. The Contractor is responsible for providing all labor and materials necessary for the completion of the intended \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ - - - - - \\ \ \ \ \ \ \ - - - i - - - - - - - - - - - - - ERWSD Sanitary Sewer Construction Notes improvements shown on these drawings or as designated to be provided, installed, or constructed unless specifically noted \ \\ � \\ \� \ \ \ \ � \ \ \ � � \ \ \\ \ \ \ \\ \ \ - � \ \ \ \\ \ \ ` -- _ _ -7580 _ _ i_ = _ _ _ _ _- -_ -_- - otherwise. \ \ \\ \\ \ \ \ \\ \ \ \ - \ \ \ \ \ __ / _------�-- - sanitary adopted Regulations.- - - ` - ry I Y p g 9. The Contractor shall be responsible for recording As -Built information on a set of record drawings kept on the construction ERWSD TRACER WIRE NOTES (SEE APPENDIX E-1.12 FOR ALL NOTES) \ \ \ \ \\ \ \ \ \ \ \ - - - - - \\ -\ - ` - - - \ _ _ _ - _ _ i _ - _- 2. All sanitary sewer mains shall be a minimum of 8 In diameter. site and available to the ERWSD Construction Inspector at all times. All as -built information shall be field surveyed under the \\ � \ \\ \\ � \ \ \ \ \ \ \ \ ` -_ \ \ ` -_ - - - \ ` \ � - - - - -_ ,- / - - - - - - -I - - - - - 3. All sanitary sewers shall be installed with a minimum of 4.5ft cover to top of pipe and a maximum of 14ft cover to top of direct care and supervision of a licensed Professional Land Surveyor. 1. All water and sewer mains and services shall have tracer wire \ �� \ \ \\\ � -, \ \ \ \ \ \ \ _ - - ` - - ` - _ - �\ \ \ - _ _ - - - � � / � _ _ - - - - - - - - pipe. 10. The contractor shall obtain locates prior to any excavation 2. tracer wire to be HDPE insulated #12 AWG copper or copper clad steel, 300 Ib load, 30 mil insulation \ \ \ \ \\ \ \ \ � \ \ - - ` - _ ` - - - - - ` -` \ \\ \ \ ' / - - - 4. Tracer wire per Appendix E1.12 to be installed on all sanitary sewer lines, to include both mains and service lines. \ \ ,*11 \ ,- \ \ \ ` - - - - - ` - - - - - \\ \\ \ - - - 7590 � - ' I i / // _ - - - - - - p pp ry 11. The contractor is responsible for any damage to any utility facilities as a result of their actions. 3. Insulation to be color coded per AWWA, blue (water), green (sewer), red (ground wire) \ \ \ \\ \ \ \ \ - - - _ - - - - \ \ \\ - -_ // / S. All sanitary sewers shall be bedded per Appendix E, Detail E-01 \ \ \ \ \\ \ \ \ - _ - - - - - - - - � \ \ \- - - _ - _ �/ / -- - _ -- - - - - - - The contractor shall make the required repairs immediately to the satisfaction of the affected utility. 4. All connectors to be lockable at wire intersections \ \ \ \ - - - - \ \ - - - 6. All sanitary sewers shall be installed a minimum of 10ft horizontally away from domestic water or secondary containment \ \ \ \ \ \ __ - - - - - __ - ` - - _ - \ \ \ \\ \ - _ �'� , // /�- - - - - - 12. Eagle River Water and Sanitation District does not guarantee the accuracy of the locations of existing pipelines, manholes, S. See Appendix E for approved wire and connector manufacturers \ \ � \ \ _ \ � \ - - _ \ , \ \ � \ \ _ - , � � / , / � - must be used. hydrants, valves and service lines. If field conditions are found to be different than shown on the plans, the contractor shall 6. Access Box- tracer wire access box at water curb stops and sewer cleanouts 7. All sanitary sewers must be tested in accordance with ERWSD Rules and Regulations Article 9.3.3. notify the inspector and design engineer immediately. 7. Ground all dead ends and termination points at Access Boxes. 8. All sanitary sewer service lines shall be constructed along the shortest and straightest route possible. 13. All trenching and backfill shall be in accordance with Appendix E of the ERWSD Rules and Regulations. 8. Tracer wire placed on top half of pipe and plastic zip teid to pipe every S feet. 9. Sanitary sewer services shall be connected a minimum of 10 feet outside of manholes with a wye connection. 10. Sanitary sewer service lines taps must be a minimum of 18" apart. 11. Sanitary sewer service cleanouts should be placed outside of the ROW whenever possible. TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Issue Dates: MDP 07/16/21 Sheet Title: Water & Sewer ALPINE //////,A E I ENGINEERING INC. 34510 HWY 6 1 UNIT A9 IPO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project 1722 Sheet No: C4.0 0 0 0 a '~ NNr ON ■ 2 _/I 0 Cu a � 0 ■13 l'R �0 3: L 0 O 0 � � 0 O 2t C m EP co 0 � � L V ■ 1= :o �: ■_ PM E = CF) - (LE Z: > 0 a 0 (D(13 qqqr1 O VJ O 01 V Issue Dates: MDP 07/16/21 Sheet Title: Water & Sewer ALPINE //////,A E I ENGINEERING INC. 34510 HWY 6 1 UNIT A9 IPO BOX 97 EDWARDS CO 81632 1970.926.3373 WWW.ALPINECIVIL.COM Project 1722 Sheet No: C4.0 \ \ .S \ CONNECT 0 \ \ GAS MAIN \ FS FG \ PROPOSED TEMPORARY HOLY CROSS \ ENERGY TRANSFORMER \ \ E F VAULT UM1-13S (56"X56") WITH 84" PAD \ AP OXI ATE LOC ON 24° \ INSTALL (2) 4" PVC CO IT BURIED AT \ \ OF EXISTI IC CONDUIT STU UTS Hai FS TOP OFB4' DEER M 74 8EXIST15'G 0 \ \ CONNECT INTONPROPE ND �0 / TOP OF BURIED, VAULT=7448.0' �. EXISTI A D 2" PE 2 / EG \GAS MAIN ALS AT OF WAY' FROM WES N LEGEND PC PC — PROPOSED CONDUITS PE PE — PROPOSED ELECTRIC — PG PG -- PROPOSED GAS PCOM PROPOSED TELEVISION SERVICE PCL PROPOSED PHONE SERVICE — PC PC — PROPOSED SPARE CONDUITS — EE EE— EXISTING ELECTRIC — EG EG — EXISTING GAS ETH EXISTING TELEPHONE EQW EXISTING CENTURYLINK GM PROPOSED GAS METER EM PROPOSED ELECTRIC METER ®O PROPOSED COMMUNICATIONS VAU EXISTING TRANSFORMER EXISTING ELECTRICAL VAULT EXISTING COMMUNICATIONS VAULT CLEAR AREA ��J i PROPOSED TRANSFORMER NOTES.* 1. Most existing utilities on this plan are shown field located and surveyed utility locates. Additional utilities may exist. 2. Verify all mechanical connections prior to construction of utilities. 3. Coordinate site lighting and irrigation with proposed utilltlea. 4. Gas lines must enter buildings above grade. Coordinate additional gas meter and line requirements with gas company. (Such as meter proximity to open doors or operable windows.) 5. Mechanical storm and building louver locations aro not yet known but will be required. --a� GRAPHIC SCALE 0 15 30 60 "0!!!" ( IN FEET ) Attachment D FTABssociates DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Ex. d Inlet T ♦ `t\' PROPERTY LINE (WITH o ♦ BO \ 1 inch = 30 ft. ' BURIED S Top#7446.5 e4. ♦ � ASCENT BUILDING) 'T THE \ Invr7444.0 `' ' f .. �♦ ♦ \ HA IRS -Fpy NORTHERN BRANCH IN \ 7 7 \ / 6, AS SHOWN. GAS P B y S. \ 1» \\ \ \ Fpti \� Fp COMCAST CABLE TV EXISTING CENTURY LINK T E ' r / - COMMUNICATION VAULT, VERIFY \ \ ' — F H \ F SERVETPROPM 'AMPLIFIER) CABLE AND FIBER CAN BE \ — Q SERVED FROM HERE. CON T :• `f:` ii — \ \ FG 6 \ � k' — BE RELOCATED BY, \ S E %r — _ — — ', \ F �� PROPOSED REC PATH' AND EXTEND CONDUITS TO PROJECT CD CD N (1) 4 PVC CENTURY o LINK COMMUNICATION \ - \ FI✓ pC \ \ CONDUIT, SHARED FOR o CABLE AND FIBER ■ 40 LD I RELOCATE PEDESTAL I REMOVE/ABANDON F PREFERREDPER^ ■+ C O \ / Fw \ \ � OSED I N SPARE \ 1\\ \ ` \ \ � '004 \ — ONDUITS. 2r-4-' AL MARK / \ EN S WLTFiPOSI. C IRATE \ \ \ \Cp Fh. - \T tr \ EXISTING SPARE CONSUITS q ' (2) 6 PVC SLEEVES LANDSCAP C T. — _ — — — — \ \ \ \ \\ \F� \ 'OC\ C \ \ HOLY CROSS AND CENTURY LINK "HDPE \ \ S F \p \ \ \^/7�O AS L . 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WIA�__3_­ • A CONCRETE WASHOUT IS TO BE USED FOR WASTE CONCRETE (SEE DETAIL). A. Direct wash water into a leak -proof container or leak -proof and lined pit designed so that no overflows can occur due to inadequate sizing or precipitation; B. Handle washout or cleanout wastes as follows: i. Do not dump liquid wastes in storm sewers or waters of the U.S.; ii. Dispose of liquid wastes in accordance with applicable requirements; and iii. Remove and dispose of hardened concrete waste consistent with your handling of other construction wastes. C. Locate any washout or cleanout activities as far away as possible from waters of the U.S. and stormwater inlets or conveyances, and, to the extent feasible, designate areas to be used for these activities and conduct such activities only in these areas. -A GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. _ _ �. - e ✓ _ - - - 'I I- X - _ f - - - __ - /11YINSTALL BEAVER DAM �_ = = = _ - _ _ - - -97.0 - � \- \ \ \ \ \ \ 98 AS 2 -1 LIFO \ \ \ \ _\ �. \ INLET PROTECTION AND \ \ _ _ _ _ _ _ _ \ _ _ _ \ \ SILT SACK AT CURB INLET \ \ - - - - - - IIIIIIIIII. - ` _ _ _ _ - - - - _ - - - Q - _ _ , \ \ - \ \ PHASE 2 CONSTRUCTION \ -�I - - - \ _-_- \ - \ - \ t- \ \- \ - - - __z ! � � � Z - �- \ - - - \ \ \ \ ` � \I \ ���\ - 68.s ACCESS AND PHASE 1 \ - - - - `_ _- - _ - - - \ \ - 9a'0 _ \ � \ / \ \ \ \ \ \ WNHOME ACCESS DURING \ \II I 0 - - - \ - - - _ \ \ \ / \ \ 11 A 00 0 UTS y \ \ \ J - - _ _ _ - � 1` _ � � � � ACk- - - - - - \ � \ - - - - \ \ \ \ \ \ \ � \ P SE - _ _\ \ \ � \ 1 6s.6 /\ PHASE 2 CONSTRUCTION \ --__---- - 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- - - - - �- \ --- \\ _\ \\\\\\ \\ \ \\\ \\ \\\ \ \ \\\\\\\\\ \\\ \ - \ \ \-- -- --A - - - -\ \ - - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ \ - - - - - _ _ \ \ - - - - - - - - - - - - IIIII.\ _ - - ���� \\\\� \\\�\\\�\\\\\\\��\\\�\\\�\\� \\� \\�\\\\\�\\�- - -_--\-\\---\-- --- \\ s�-IIIIII- -xss� - \ _ -\\- \\ \\�\\ \\\\\\\\\\\\� \ \\\ \\\\\� CT \\\-, \\� \\\\\\\\\\\--\�\----�---\----\- -- \� - 9. - - \ P -----: \\\\-, \\\\\\\\\\ \\\\\\ \\\\\ \\\� �\\�\\�-\\\\-,\\\\\\---\-- �\-\__-��--�\__-�---�-- --- - 110, i -� - -- \ \ \\\\ \\ \\ \ \ \ \ \\�,\-\ \ \ \ \ \ \ \ \\ \ \ -- \ - - - - - - - \_--- - _ - � - - \\\ \ \ \\ \\ \\ \\ ���!!l\\\\ \ _ \ \\ \\\\--_-\ - \-\-- \�- - \ ---- - A __ - _� _ �� GENERAL NOTES FOR SEDIMENT CONTROL \ \ \ \ \ \ \\ \ \ \ \ \ _ \ \\ \ \ _ - -\ - \ - - \ _- - - - - - - - _ - - - - - � - -_ _ - - - - \ \ \ \\\\\ \ \\\\\ \ \ \ \ \ \ \ \ \_\ \ %,I \\_ \ \ - _\ -\\ -- -\ - -_ - \\ - �` \ Calx - 11 �- �`__ HP95.7x 1_ \ \ \\ \\ \ \ \\\%\ \\ \ \ \\ \ \\ \ - \ - \ - - - -\ \ - ai\ - -- -- ---�- .2-- 1 - \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ - - - - \ - - - - _ - "ft_ - - - - 1. CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING & MANAGEMENT PLAN IDENTIFYING ,- \\ \ \ \\ \ \ \ \ \ - - - - - - - \ �- - - - - - - - , - - _ _ - - - _ _ - _ CONSTRUCTION FENCING, STAGING, STORAGE & CONSTRUCTION TRAILER LOCATION PRIOR TO \\ \ \\\ \ \ \ \', \ \ \ \ _ \ -'IIIII- \ \ \ - - \ - - - - - - $ \ \ - _ - _ - _ - - \ \ - _ �� _ - - - - - _ - - - _ \ COMMENCEMENT OF CONSTRUCTION ACTIVITIES. \\\\ \\\���\\\\ \\\ \\\ \ �-_�1\�__\�\_\ \� - - � _- _-__-\_\-_-_--_ _ -_ ---- _ -_-_ --_-___ \ \ \ \ \ \ \ \ \ \ \ \ - -- - - - \ - - - - \ - - - _ - - - _ - \\\\��\\\\\\\\\\ \__\-, \ \�\�� \_ \ \�\\ \\-\\---- ---\\�--\-\-\ - ---- - --- --- - - \ \\\\ \\ \\ \ _ - \ \ \\ \ - \ - - - - -- - - --- --- - - 2. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS AND AS \ \\ \\ \ \ \ \ ^\ \ \ \ \ \ \ \ � \ \ \ \ - - - - \ \ - -- __ _ �fl\ - - - - - - - - - - - - - _ _ - _ - - - - , - - - - - _ - - ' - - \ \ \\ \ \ \ \\\_ -\ \\\ \ \\_\ \\\\_ \---�\-\\_ - \ \ _ -`-- ---� --_ - - -- NEEDED TO PREVENT SEDIMENT FROM DISCHARGING OFF-SITE. \\\ \\ � � � \Q __ � \ _\ \ \ \ \ ' \ \ � _� _ -\ -_ 40 - - - \\ \ \ \\\\ \ \ \ \_\\\ _ \ \ \ _ \ \ \\ _ - - \ \ \ - \ _ - - - _-- - - - 3. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED \ \\ \'�9 \ \ \ \ \ _\ _\ _\ \ - \ \ \ \ _ \ - \ \ - - \ -_ - y§� - -- - _ _ --_- ; - - - _- - _- - - _- _- _-_-_-_- - - - _- - - OTHERWISE ON PLANS. \1 \1 �\\\� \ -_ \ � � __ � � � � � � � -_ _ � --- ------- - - DISTURBED AREA = 3.54 Acres \\ \ \\\\\\\ �\ \ \ \ \ ---\\ \� _--- _ 55� _--------_ \ \ \ - \ \ \ \ \ - \ - - - - - \ \ \\ \ \� \ \ \\ - - \ \ \ \� \ \� \ - \ \ \ \ - -- -- -- - - \\' - -----• __-� 4. SEDIMENT CONTROL MEASURES MAY REQUIRE FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO \\ \\ \ \ � \ -_ \ \\ \ _ \\ \ \ \ \ � \ \ � \ � � I-- \ \ \ -_ - _ - - - - - - - - _ - � _- -- \ \ % _ _ _ - - - - - - - _ _ _ - -__ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \� - ---- - - \ \ INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED. \\ \ \ � \ \ \\ \ \ \ \ \ \ \ \ _ \ \ �9 - - _ - _ - _ _ _- ; - � \ ,_ _ _ - -_ _ _ _ _ _ _ -_ - - - _ _ - _ \\� \\� \\�\\\\\\\\ \\\\\\ \� \ \ \\ \ \� \� ----- --- _--� \ \ \ _-�/cc �_�---------�_--- �\ \ \\�\� \\\\ \\\\\\\\\\\\\ \\\ \\\\_ --- - \\\\.���75i0 ------ -- -� 5. PROVIDE REGULAR INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES TO INSURE \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - - _ - - _ _- - - \ \ \ \ _ _ - - - _ _1 - _-_-_- - THAT SEDIMENT CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN \ \- \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \", \ \ \ \ \ �� - \ \ \ \ \ \ - - - - - - - -_- - - 1 - -- PLACE. �\��� � �� �\� __\\\\__ \\�\ � - -\\\ \\ � \ \ \---- -- __-__ - -- - - __ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ - - \ \--- - 0' ----- \ \\\\ \ \� \\_ \_\� \\ \ ",%IIII\\ _- ---- - \ \ \ \ \ \ __ 757--,, ----_� 6. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADING OPERATIONS SO THAT EFFECTIVE � \\\ � � � \ \ _ \ \ \ \ \ \ \ \ \\ \ \ � - - - - \ \ \ \ \ - - -- _ - - __ _- - - - - - :it-- - - - - - - - -_- _ - \\ \ \\� - \ \ \ \ \ _ - - \ \ \ \ ------- SEDIMENT CONTROL CAN BE ACHIEVED DURING THE ENTIRE CONSTRUCTION PERIOD. \ \ I-,',, \ \ \ \ - - \ \ \ \ - - - � - _ - - - - - - -_ - _ - _ CONSTRUCTION SEQUENCE OF EROSION f SEDIMENT CONTROL \\ � \\ \� \ \ \ \ \ \ \ \\\ \ \\ \ � \\ - \ \ � \ \ \ \ \ � \ - _ - -_ _7580' - - , � - - - - - - - -- - 7. STABILIZE ALL POINTS OF INGRESS AND EGRESS WITH CRUSHED STONE DURING CONSTRUCTION TO MEASURES \\ � � \\\ � - \ \ \ � \ \ \ \ � \ \ _\ - \ - - _ \ \ \\ \ \,_ \ \- _ - - - - _ - - - _ /� _ _ _ _ _ _ - - - - _ \ \\ \ \ \ \ \ \ \ \ \ - - _ - - - - \ \ \ _ - _ \ _ - _ - - - - - �� / - - - - - - - - - PREVENT TRACKING OF MUD ONTO PUBLIC WAYS. \ , � \ \\ \ \ \ \ - - - \ - - - _ , - _- _ _- - - - - BEFORE COMMENCING GRADING OR CONSTRUCTION \ \ \\ \\ _ \ \ \ \ \ \ - _ - - - -- -\ \ - - - \ - - / - - - - _ \ \ \ \ \ \\ \ \ \_ \ -_ \_\_\_\ \� ---__ �� �/ --- -1 - FOR TEMPORARY STOCKPILES APPLY SEED, HYDROMULCH AND TACKIFIER IMMEDIATELY AFTER THEY \ , \ \\ \\ \ \ \ � \ \ - - \ \ - - -- -_ _ -_ -_� \\ - - _ - - - / / Z - - - - _. - - - - - ARE CONSTRUCTED FOR STABILIZATION. IF EROSION OCCURS AFTER APPLICATION OF THE TACKIFIER, 1. CONSTRUCT STABLIZED CONSTRUCTION ENTRANCES AT ALL POINTS \ �� - \\\ � � \ \ \ \ _ - - _ - - _ \ \ _ - - � \\ \ - - - - _ -, � � / �i / OF INGRESS AND EGRESS. \\ \\\\\ \ \\\ -- -\- --_---_\\-�� \\\__-7590_ �/�/ _ - �_ _- USE EXCELSIOR C2 EROSION CONTROL FABRIC. INSTALL SILT FENCE BELOW STOCKPILES TO CAPTURE \, \ \ \ \ - - - _I. \'\,\ _ - , _ __ i SEDIMENT. \ \ \\ \\\\ \ -\I. -__ - --_ -_ \ \�-- - �// i/�- ---- - -- 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ASSURE \ \ \ \ \ \\ � - \ - - \ \ - - _ - - _ _ - \ \\ % \\ \ - - - , _ / i �/ -_ - - - - - - - THAT NO SEDIMENT LEAVES THE SITE. FUGITIVE DUST CONTROL \ \ \ \ \ \\ \ - - - _ \ \ \ - - - \ \ \ \ \\ - - / / / �� - t_____ 9. THE TERM REVEGETATION ON THIS PLAN MEANS THE SUCCESSFUL GERMINATION AND ESTABLISHMENT \ \ - _ - _ \ \ - - \ \ \ \ \ \ - , / _ �/ /ii i -_- OF STABLE GRASS COVER FROM A PROPERLY PREPARED SEEDBED CONTAINING THE SPECIFIED ` \ \ \ \ \ \ \ \ - _ _ - - _ -7610_ \ \ \ \\ - - � ___�,_, �I "I - _ - - - AMOUNTS OF FERTILIZER IN ACCORDANCE WITH APPLICABLE 'STANDARDS AND SPECIFICATIONS'. REFER 3. CONSTRUCT SILT FENCE AND WATTLES AND ALL SEDIMENT THE CONTRACTOR IS RESPONSIBLE TO CONTROL FUGITIVE DUST AND TO \ \\\ \ _ - _ - _ \ \ \ \ \ 7600 -___j�// - - - -- - - _ TO LANDSCAPE PLANS FOR SEED MIX, FERTILIZER TYPE, MULCH, TACKIFIER AND APPLICATION RATES. CONTROL DEVICES. INCORPORATE THE FOLLOWING: \ 1-1 N. \\ _ _ - - _ \ \ \ \ \ \ \ \ _ _ /� �,, // - - _ - - - 1-1 \ \ \ \ \ - / - / ,,- // -� _ 4. BEGIN DEMOLITION, EXCAVATION AND CONSTRUCTION. 1. ALL UNPAVED ROADS AND OTHER DISTURBED AREAS ON SITE SHALL \ \ \ \ - - - \ \ - \ \ \ \ \ \ "\ \ � _ / i� /� / - - - 10. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE APPROPRIATE MEASURES TO INSURE THAT NO BE WATERED TO MINIMIZE FUGITIVE DUST. \ \ ' - - - \ \ \ tea' / - - / // /'oe / / SEDIMENT LADEN WATER IS DISCHARGED FROM THE SITE. 5. INSTALL EROSION CONTROL MEASURES AFTER DITCHES AND \ \ - - � \ \ \ \ \ \ - ; -_ -_ -_ -1 � �i I � / 11. APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALL SITES BEFORE REMOVAL OF SWALES HAVE BEEN CONSTRUCTED AND TOPSOIL AND SEED HAVE 2. HAUL ROADS SHALL BE TREATED WITH MAGNESIUM CHLORIDE IF 11I 11-1 7620- \ 1-1 \ � -' -_� %-_" I I / SEDIMENT CONTROLS. BEEN PLACED. INSTALL INLET PROTECTION IN ALL INLETS AS THEY WATER IS NOT CONTROLLING THE DUST. _ _ -_ / I J. ARE CONSTRUCTED. \� \ \ - /� - - - - �/ / I // 12. CONTRACTOR SHALL OBTAIN AND CONFORM TO STORMWATER DISCHARGE PERMIT AND AND ALL 3. ALL DISTURBED SURFACE AREAS SHALL BE REVEGETATED AS SOON - - / , - - / / 6. TOPSOIL AND REVEGETATE ALL DISTURBED AREAS WITH APPROVED AS POSSIBLE. \ \ \ �6?O -_ � - - - � / ENVIRONMENTAL PERMITS AND KEEP STREETS CLEAN AND FREE OF SEDIMENT. SEED MIX PER LANDSCAPE PLAN. - \ \ \\ -_ - / , - - �/ I / 13. REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE IS THE RESPONSIBILITY OF THE 4. MUD AND DIRT CARRYOUT ONTO PAVED SURFACES SHALL BE - - � . � , - - - - - - - - - I CONTRACTOR. 7. CONTRACTOR SHALL REMOVE SEDIMENT CONTROL FACILITIES AFTER PREVENTED. ANY MUD AND DIRT CARRYOUT ONTO PAVED SURFACES - , - - - - - - - - - J_ � FINAL STABILIZATION. SHALL BE CLEANED UP DAILY. � , - �l /1, -J Attachment D TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. t a b a s s o c i a to s. c o m 0 QJ 0 o N 13 EW (10) V 00 rIIIIIIa O maM a M AW �:O a 0 _ O M0 �=M L) 0 0% 2 + a 0\ M�d < o E w 0= � L ■� M V �: ■ . s L •� a) >O o (J i qq 00 03 � M(a) Revisions: INol Description IDate Issue Dates: MDP 07/16/21 Sheet Title: Erosion Control ALPINE AAGA E I ENGINEERING INC. 34510 HWV 6 /UNIT A9 / PO BOX 97 EDWARDS CO 81632 / 970.926.3373 WWW.ALPINECIVIL.COM 1111111111111111111111 Project No: 1722 Sheet No: C6.0 LEGEND EROSION LOG WATTLE W p 0-o STABILIZED CONSTRUCTION OC7 O ENTRANCE LOG PROTECTION AND 1:1EROSION SILT SACK AT AREA INLET BEAVER DAM INLET PROTECTION 0 AND SILT SACKS AT CURB INLET ^ STRAW DITCH WATTLE -A GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. _ _ �. - e ✓ _ - - - 'I I- X - _ f - - - __ - /11YINSTALL BEAVER DAM �_ = = = _ - _ _ - - -97.0 - 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9. - - \ P -----: \\\\-, \\\\\\\\\\ \\\\\\ \\\\\ \\\� �\\�\\�-\\\\-,\\\\\\---\-- �\-\__-��--�\__-�---�-- --- - 110, i -� - -- \ \ \\\\ \\ \\ \ \ \ \ \\�,\-\ \ \ \ \ \ \ \ \\ \ \ -- \ - - - - - - - \_--- - _ - � - - \\\ \ \ \\ \\ \\ \\ ���!!l\\\\ \ _ \ \\ \\\\--_-\ - \-\-- \�- - \ ---- - A __ - _� _ �� GENERAL NOTES FOR SEDIMENT CONTROL \ \ \ \ \ \ \\ \ \ \ \ \ _ \ \\ \ \ _ - -\ - \ - - \ _- - - - - - - - _ - - - - - � - -_ _ - - - - \ \ \ \\\\\ \ \\\\\ \ \ \ \ \ \ \ \ \_\ \ %,I \\_ \ \ - _\ -\\ -- -\ - -_ - \\ - �` \ Calx - 11 �- �`__ HP95.7x 1_ \ \ \\ \\ \ \ \\\%\ \\ \ \ \\ \ \\ \ - \ - \ - - - -\ \ - ai\ - -- -- ---�- .2-- 1 - \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ - - - - \ - - - - _ - "ft_ - - - - 1. CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING & MANAGEMENT PLAN IDENTIFYING ,- \\ \ \ \\ \ \ \ \ \ - - - - - - - \ �- - - - - - - - , - - _ _ - - - _ _ - _ CONSTRUCTION FENCING, STAGING, STORAGE & CONSTRUCTION TRAILER LOCATION PRIOR TO \\ \ \\\ \ \ \ \', \ \ \ \ _ \ -'IIIII- \ \ \ - - \ - - - - - - $ \ \ - _ - _ - _ - - \ \ - _ �� _ - - - - - _ - - - _ \ COMMENCEMENT OF CONSTRUCTION ACTIVITIES. \\\\ \\\���\\\\ \\\ \\\ \ �-_�1\�__\�\_\ \� - - � _- _-__-\_\-_-_--_ _ -_ ---- _ -_-_ --_-___ \ \ \ \ \ \ \ \ \ \ \ \ - -- - - - \ - - - - \ - - - _ - - - _ - \\\\��\\\\\\\\\\ \__\-, \ \�\�� \_ \ \�\\ \\-\\---- ---\\�--\-\-\ - ---- - --- --- - - \ \\\\ \\ \\ \ _ - \ \ \\ \ - \ - - - - -- - - --- --- - - 2. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS AND AS \ \\ \\ \ \ \ \ ^\ \ \ \ \ \ \ \ � \ \ \ \ - - - - \ \ - -- __ _ �fl\ - - - - - - - - - - - - - _ _ - _ - - - - , - - - - - _ - - ' - - \ \ \\ \ \ \ \\\_ -\ \\\ \ \\_\ \\\\_ \---�\-\\_ - \ \ _ -`-- ---� --_ - - -- NEEDED TO PREVENT SEDIMENT FROM DISCHARGING OFF-SITE. \\\ \\ � � � \Q __ � \ _\ \ \ \ \ ' \ \ � _� _ -\ -_ 40 - - - \\ \ \ \\\\ \ \ \ \_\\\ _ \ \ \ _ \ \ \\ _ - - \ \ \ - \ _ - - - _-- - - - 3. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED \ \\ \'�9 \ \ \ \ \ _\ _\ _\ \ - \ \ \ \ _ \ - \ \ - - \ -_ - y§� - -- - _ _ --_- ; - - - _- - _- - - _- _- _-_-_-_- - - - _- - - OTHERWISE ON PLANS. \1 \1 �\\\� \ -_ \ � � __ � � � � � � � -_ _ � --- ------- - - DISTURBED AREA = 3.54 Acres \\ \ \\\\\\\ �\ \ \ \ \ ---\\ \� _--- _ 55� _--------_ \ \ \ - \ \ \ \ \ - \ - - - - - \ \ \\ \ \� \ \ \\ - - \ \ \ \� \ \� \ - \ \ \ \ - -- -- -- - - \\' - -----• __-� 4. SEDIMENT CONTROL MEASURES MAY REQUIRE FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO \\ \\ \ \ � \ -_ \ \\ \ _ \\ \ \ \ \ � \ \ � \ � � I-- \ \ \ -_ - _ - - - - - - - - _ - � _- -- \ \ % _ _ _ - - - - - - - _ _ _ - -__ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \� - ---- - - \ \ INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED. \\ \ \ � \ \ \\ \ \ \ \ \ \ \ \ _ \ \ �9 - - _ - _ - _ _ _- ; - � \ ,_ _ _ - -_ _ _ _ _ _ _ -_ - - - _ _ - _ \\� \\� \\�\\\\\\\\ \\\\\\ \� \ \ \\ \ \� \� ----- --- _--� \ \ \ _-�/cc �_�---------�_--- �\ \ \\�\� \\\\ \\\\\\\\\\\\\ \\\ \\\\_ --- - \\\\.���75i0 ------ -- -� 5. PROVIDE REGULAR INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES TO INSURE \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - - _ - - _ _- - - \ \ \ \ _ _ - - - _ _1 - _-_-_- - THAT SEDIMENT CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN \ \- \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \", \ \ \ \ \ �� - \ \ \ \ \ \ - - - - - - - -_- - - 1 - -- PLACE. �\��� � �� �\� __\\\\__ \\�\ � - -\\\ \\ � \ \ \---- -- __-__ - -- - - __ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ - - \ \--- - 0' ----- \ \\\\ \ \� \\_ \_\� \\ \ ",%IIII\\ _- ---- - \ \ \ \ \ \ __ 757--,, ----_� 6. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADING OPERATIONS SO THAT EFFECTIVE � \\\ � � � \ \ _ \ \ \ \ \ \ \ \ \\ \ \ � - - - - \ \ \ \ \ - - -- _ - - __ _- - - - - - :it-- - - - - - - - -_- _ - \\ \ \\� - \ \ \ \ \ _ - - \ \ \ \ ------- SEDIMENT CONTROL CAN BE ACHIEVED DURING THE ENTIRE CONSTRUCTION PERIOD. \ \ I-,',, \ \ \ \ - - \ \ \ \ - - - � - _ - - - - - - -_ - _ - _ CONSTRUCTION SEQUENCE OF EROSION f SEDIMENT CONTROL \\ � \\ \� \ \ \ \ \ \ \ \\\ \ \\ \ � \\ - \ \ � \ \ \ \ \ � \ - _ - -_ _7580' - - , � - - - - - - - -- - 7. STABILIZE ALL POINTS OF INGRESS AND EGRESS WITH CRUSHED STONE DURING CONSTRUCTION TO MEASURES \\ � � \\\ � - \ \ \ � \ \ \ \ � \ \ _\ - \ - - _ \ \ \\ \ \,_ \ \- _ - - - - _ - - - _ /� _ _ _ _ _ _ - - - - _ \ \\ \ \ \ \ \ \ \ \ \ - - _ - - - - \ \ \ _ - _ \ _ - _ - - - - - �� / - - - - - - - - - PREVENT TRACKING OF MUD ONTO PUBLIC WAYS. \ , � \ \\ \ \ \ \ - - - \ - - - _ , - _- _ _- - - - - BEFORE COMMENCING GRADING OR CONSTRUCTION \ \ \\ \\ _ \ \ \ \ \ \ - _ - - - -- -\ \ - - - \ - - / - - - - _ \ \ \ \ \ \\ \ \ \_ \ -_ \_\_\_\ \� ---__ �� �/ --- -1 - FOR TEMPORARY STOCKPILES APPLY SEED, HYDROMULCH AND TACKIFIER IMMEDIATELY AFTER THEY \ , \ \\ \\ \ \ \ � \ \ - - \ \ - - -- -_ _ -_ -_� \\ - - _ - - - / / Z - - - - _. - - - - - ARE CONSTRUCTED FOR STABILIZATION. IF EROSION OCCURS AFTER APPLICATION OF THE TACKIFIER, 1. CONSTRUCT STABLIZED CONSTRUCTION ENTRANCES AT ALL POINTS \ �� - \\\ � � \ \ \ \ _ - - _ - - _ \ \ _ - - � \\ \ - - - - _ -, � � / �i / OF INGRESS AND EGRESS. \\ \\\\\ \ \\\ -- -\- --_---_\\-�� \\\__-7590_ �/�/ _ - �_ _- USE EXCELSIOR C2 EROSION CONTROL FABRIC. INSTALL SILT FENCE BELOW STOCKPILES TO CAPTURE \, \ \ \ \ - - - _I. \'\,\ _ - , _ __ i SEDIMENT. \ \ \\ \\\\ \ -\I. -__ - --_ -_ \ \�-- - �// i/�- ---- - -- 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ASSURE \ \ \ \ \ \\ � - \ - - \ \ - - _ - - _ _ - \ \\ % \\ \ - - - , _ / i �/ -_ - - - - - - - THAT NO SEDIMENT LEAVES THE SITE. FUGITIVE DUST CONTROL \ \ \ \ \ \\ \ - - - _ \ \ \ - - - \ \ \ \ \\ - - / / / �� - t_____ 9. THE TERM REVEGETATION ON THIS PLAN MEANS THE SUCCESSFUL GERMINATION AND ESTABLISHMENT \ \ - _ - _ \ \ - - \ \ \ \ \ \ - , / _ �/ /ii i -_- OF STABLE GRASS COVER FROM A PROPERLY PREPARED SEEDBED CONTAINING THE SPECIFIED ` \ \ \ \ \ \ \ \ - _ _ - - _ -7610_ \ \ \ \\ - - � ___�,_, �I "I - _ - - - AMOUNTS OF FERTILIZER IN ACCORDANCE WITH APPLICABLE 'STANDARDS AND SPECIFICATIONS'. REFER 3. CONSTRUCT SILT FENCE AND WATTLES AND ALL SEDIMENT THE CONTRACTOR IS RESPONSIBLE TO CONTROL FUGITIVE DUST AND TO \ \\\ \ _ - _ - _ \ \ \ \ \ 7600 -___j�// - - - -- - - _ TO LANDSCAPE PLANS FOR SEED MIX, FERTILIZER TYPE, MULCH, TACKIFIER AND APPLICATION RATES. CONTROL DEVICES. INCORPORATE THE FOLLOWING: \ 1-1 N. \\ _ _ - - _ \ \ \ \ \ \ \ \ _ _ /� �,, // - - _ - - - 1-1 \ \ \ \ \ - / - / ,,- // -� _ 4. BEGIN DEMOLITION, EXCAVATION AND CONSTRUCTION. 1. ALL UNPAVED ROADS AND OTHER DISTURBED AREAS ON SITE SHALL \ \ \ \ - - - \ \ - \ \ \ \ \ \ "\ \ � _ / i� /� / - - - 10. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE APPROPRIATE MEASURES TO INSURE THAT NO BE WATERED TO MINIMIZE FUGITIVE DUST. \ \ ' - - - \ \ \ tea' / - - / // /'oe / / SEDIMENT LADEN WATER IS DISCHARGED FROM THE SITE. 5. INSTALL EROSION CONTROL MEASURES AFTER DITCHES AND \ \ - - � \ \ \ \ \ \ - ; -_ -_ -_ -1 � �i I � / 11. APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALL SITES BEFORE REMOVAL OF SWALES HAVE BEEN CONSTRUCTED AND TOPSOIL AND SEED HAVE 2. HAUL ROADS SHALL BE TREATED WITH MAGNESIUM CHLORIDE IF 11I 11-1 7620- \ 1-1 \ � -' -_� %-_" I I / SEDIMENT CONTROLS. BEEN PLACED. INSTALL INLET PROTECTION IN ALL INLETS AS THEY WATER IS NOT CONTROLLING THE DUST. _ _ -_ / I J. ARE CONSTRUCTED. \� \ \ - /� - - - - �/ / I // 12. CONTRACTOR SHALL OBTAIN AND CONFORM TO STORMWATER DISCHARGE PERMIT AND AND ALL 3. ALL DISTURBED SURFACE AREAS SHALL BE REVEGETATED AS SOON - - / , - - / / 6. TOPSOIL AND REVEGETATE ALL DISTURBED AREAS WITH APPROVED AS POSSIBLE. \ \ \ �6?O -_ � - - - � / ENVIRONMENTAL PERMITS AND KEEP STREETS CLEAN AND FREE OF SEDIMENT. SEED MIX PER LANDSCAPE PLAN. - \ \ \\ -_ - / , - - �/ I / 13. REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE IS THE RESPONSIBILITY OF THE 4. MUD AND DIRT CARRYOUT ONTO PAVED SURFACES SHALL BE - - � . � , - - - - - - - - - I CONTRACTOR. 7. CONTRACTOR SHALL REMOVE SEDIMENT CONTROL FACILITIES AFTER PREVENTED. ANY MUD AND DIRT CARRYOUT ONTO PAVED SURFACES - , - - - - - - - - - J_ � FINAL STABILIZATION. SHALL BE CLEANED UP DAILY. � , - �l /1, -J Attachment D TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www. t a b a s s o c i a to s. c o m 0 QJ 0 o N 13 EW (10) V 00 rIIIIIIa O maM a M AW �:O a 0 _ O M0 �=M L) 0 0% 2 + a 0\ M�d < o E w 0= � L ■� M V �: ■ . s L •� a) >O o (J i qq 00 03 � M(a) Revisions: INol Description IDate Issue Dates: MDP 07/16/21 Sheet Title: Erosion Control ALPINE AAGA E I ENGINEERING INC. 34510 HWV 6 /UNIT A9 / PO BOX 97 EDWARDS CO 81632 / 970.926.3373 WWW.ALPINECIVIL.COM 1111111111111111111111 Project No: 1722 Sheet No: C6.0 \ Vii= � i�►! 0 - ---------- bil 6 EVERGREEN TREES PREVIOUSLY REMOVED TYP. PHASE 1A: CONDOMINIUMS LEGEND — — PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH CDAPPROXIMATE EDGE OF EXISTING TREES TO REMAIN APPROXIMATE EDGE OF TREES REMOVED PREVIOUSLY APPROXIMATE EDGE OF EXISTING TREES TO REMOVE _oh'� EVERGREEN TREES TO BE REMOVED 'wi,�� rr/Ihu1 � DECIDUOUS TREES TO BE REMOVED TREES TO REMAIN c� � bll EVERGREEN \ \\ o\ _ TRE= PREVI USLY REMOVED} Y \ ♦ \ y � \ � I r . � � d✓ \ V A� EXISTING MASS OF TREES PREVIOUSLY REMOVED. \� A� DECIDUOUS ♦� \ TREE PREVIOUSLY REMOVE A� PHASE 2A: CONDOMINIUMS (\\\ 6 0 \ _ RP \ \ V A A A V Ate— A \ \ \ V A� / ♦�A V��OA� • • • \ D UOUS TR O v � � � v \��A \ � � � v ,..,� P � \♦ �� � TYP. ED RE BE � \ ( � \. P�ROPERTY-BQpNDARY�1Vf Lo �26�� \ \ \ \ \ \ \ \ \ \\ \ \ ♦'\ �\ \ \ \ \ \ \ moo\ \. c, /�j� EVERGREEN � \ TRFEJ E REMOVED P. -�,\_\\_\\\\\_\\\\ PHASE 2B:TOWNHOMES \FIN6�TOE O\LLO ILMI, \ _\ \ \ \ \ \\ \ \ \� \ \ _ 1\ ISTING MA OF TREES TO EMOVED /-5-s0-- \o IS"BANCE -- \\\ PHASE 1B:TOW NHOMES \7480 \ \\ \ \ \ \ \ \� \ \ \ \ \ \ \\\ \ PHASE 1B: TOWNHOMES U — — — — X755= 0' 30' 60' 90' 1 = 30' NORTH ■ cit DESIGN AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal zi Issue Dates: 07/16/2021 Sheet Title: TREE REMOVAL A Project No: 1722 Sheet No: L1.0 / i 0 / o O :r ;CONCRETE EGRESS STAIRS; RE: CIVIL bRAWI \ N %9 CONCRETE EGRESS STAIRS; RE: CIVIL DRAWINGS BIKE PARKING AT PEDESTRIAN ENTRY; RE: CIVIL DRAWINGS, 6 STALLS ROOFTOP RAILING; (�: ARCH. DRAWINGS LEGEND — — — — PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH EDGE OF EXISTING TREES TO REMAIN NOTES: 1. SEE L3 SERIES FOR PLANTING LAYOUT SHEETS BIKE PARKING AT PEDESTRIAN ENTRY; RE: CIVIL DRAWINGS, 6 STALLS EDGE OF FOUNDATION WALL TYP. (DASHED LINE) EMERGENCY/DELIVERY VEHICLE STAGING AREA; VEHICULAR RATED PRECAST CONCRETE PAVERS TEMPORARY PHASE ONE GRAVEL p EXISTING CONTOURS IrA STONE VENEER RETAINING WALL BOULDER RETAINING WALLS - POURED IN PLACE CONCRETE I . ■ PRECAST PAVERS: PAVESTONE CITYLOCK GREY STONE PAVING %A I LOCAL MIX FLAGSTONE PAVING DESIGN TEMPORARY PHASE ONE GRAVEL SNOWMELT PAVING AREA; POOL AND SPA AREA = 4,558 SF WEST PLAZA AREA = 1,541 SF TOWNHOME SPA AREA = 160 SF TOWNHOME ACCESS ROAD AREA = 1,007 SF a cc � 5'POOL FENCE & KEY AD V ��\�♦ V �v V ACCESS GATE (TY .) OR -- _ R OVERH —- - V UNITS IN PO L IEA r S IN o 0 0 0 0 o A Z" SITE -FENCE W/ GATE, SITE FURNISHING; (TYP.) RAIS NE CU _ v \ �-� ., PLANTER TY \/ -- TYP. \ 1" CUT -STONE SLAB �. \ o 0 0 0 0 BOULDER RETAINING WALL f C ♦� \ EMERGENCY VEHICLE ACCESS � \ � STEPS, (TYP.) ,� �� ' RAISED STONE VENEE A 0 0 0 0 0 0 48 MAX HEIGHT � \ � � � ` � � o '� SEAT/PLANTER WALL .o 0 0 0 0 0 0 0 t' - , EXISTING BUS STOP p00 �6 TO REMAIN V � \ o - o 6' DIA-. FR_EF \ \ 0 0 0 \ A 0 0 0 0 0 \ SITE `FURNISHING; TYP _ - \ p�♦ C� _ 0 0 0 0 0 0 0 0 \ \ \ \ OUTDOOR KITCHEN AND \ \\o 0 0 0 0 0 0 0 0 0 GRILL -STATION ��5' POOL *A €NG€ \ \ \ o 0 0 0 0 0 0 0 0 0 \ X42"'BALCONY/PATIO FENCE -W/ GATE, —W/ K�YCA131} E -S GAT€ \ \ \ \\ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0) Ste-ARQHITECTURE PLWS \ \ \7p. \ TYPICAL-STO�/EiNEE ATE f:E ANG \ \ S AIN _ _ _ _ \ ��`\ \ \ \ \ \\ \ \ \ 0 0 0 ♦` WALLS- RE:-CIVIL­DRAWW68_-- / - E cE G AVEL-P 11V ETC-f�B R�ER �YP'___ a r Rl'N R E: � �� � ATE \ - JT\ JE' F� A, E�t� y _ vv v vvv y o FIB -hz E�AIITI; \ MST SPI S SIR �E \ \ \ \ _ \ � � � / \ It \BUILT IN SPA/HOTTUB X3 \ \ \ \ \ >�_ \ v' VST �S U FAC 2 � A v v � � y v v v �� � � � � \ � v� > � Oo :OLT_4N­_ LOUNGE -SEATING v v v v v v v v v v'. X4S"`#�JA STONE FIRE_PIT— _P_0OLSIDE_1STE EURNIT� KR---------- \ \ \ \ ♦ \ c EGA c�C�ETEP�VEBSY�` \ \ \ \ \ \ \ \ \ \ \ -DECK-TO BE-SNOW=MELTED \ \ \ \ -� \ \ \ \ \ \ \ \ �0. \ ♦ �� —b \ CAST CONCRETE STAIRS \ \ \ \ \ v\\\\\ V A A \ �tvIDED SURE �_ / PLUNGE-POer�-&i � \\SWVERISTONE VENE WATER SURFACE— l,25�5-SF CHEEKWALZ'S. \ �SINGLE TRA RIVTE AvHIKIAIL\ v\ = A - _ ��♦_ VV\ \ v V A v \ V A\ —pROPEF _JtM \\\ \\\\\%\ 5 �\�\\\\� \�\\ \\ \\ \ ♦ --- \ \ \ \ \ \ \ \ \ \ \\ \ PHASE 1B: TOWNHOMES `7480 \ ULDING SETBACK LI \ \ \ \ \ \\ TYPICAL STONE VENEER \♦\ v / ��\ /� vvvvv�vvvvvvA VA �. v�v SITE RETAINING WALLS; RE: CIVIL DRAWINGS L \\ \ — a R SrCONCREE— \ PAVERS TYP \-- _ \ \ \ \ — r PHASE B: TOWNHOMES \ \ \\\\ \\\ \ \\ \ \\ \ \ \ \ \ \ \ \ -RAISEQ\STONE VE -NEEP \ \ \ \ \ \ \ \ \ \\\\\\\\ \\ \\\ \ \\\ \ \ \ \ 6\ EAT/PLANTER-WALLS TYR, \ \\ \ \\ \\\\ \\ \ \\ \ \ \ \ \ \ \ \\BUILT -INA/ T� \ \ \ \ \ - — \ \ \ \ \ \ \ \ \ \VSA ER SURFACE-208SF- P_ _ \ !r PRCAST CONCRETE PAVERS-- \ \ \\ \ \\ \\\\ \ \ \\ \ \ \ \ \ \ CK TO BF SNOW MELTED \- \\ \ \ \ \ \ \ \ \ \ \ STONE SLAB STEPS �� ---- 7540— �7550 - -- \\\ \ \\\\ \ \\ \\\ \ \ \\ \ %nom \ 0' 30' 60' 90' 1 = 30' NORTH r ssociates DESIGN rds Village Blvd. uite 210 ds, CO 8132 766-1470 70)766-1471 tab@vail.net ssociates.com Seal YJ Issue Dates: 07/16/2021 Sheet Title: PHASE 1A &1B MATERIALS PLAN Project No: 1722 Sheet No: L1.1 RAISED STONE CURB ANTER TYP. o, R FTOP FE Y RAILING o : A RA GS Oo �r \� PRE CON, E 746 PRS ^, <b-OW."B"©UL R s \ SEA WAL; 24" MAX HEIGHT BUILT-IN SEATING PRECAST CO ETE PAVER P 10 TYP. PHASE 1A: CONDOMINIUMS LEGEND — — — — PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH EDGE OF EXISTING TREES TO REMAIN NOTES: 1. SEE L3 SERIES FOR PLANTING LAYOUT SHEETS BIKE PARKING AT PEDESTRIAN ENTRY; RE: CIVIL DRAWINGS, 6 STALLS EDGE OF FOUNDATION WALL TYP. (DASHED LINE) EMERGENCY/DELIVERY VEHICLE STAGING AREA; VEHICULAR RATED PRECAST CONCRETE PAVERS TEMPORARY PHASE ONE GRAVEL p EXISTING CONTOURS IrA STONE VENEER RETAINING WALL BOULDER RETAINING WALLS - POURED IN PLACE CONCRETE I . ■ PRECAST PAVERS: PAVESTONE CITYLOCK GREY STONE PAVING %A I LOCAL MIX FLAGSTONE PAVING DESIGN TEMPORARY PHASE ONE GRAVEL SNOWMELT PAVING AREA; POOL AND SPA AREA = 4,558 SF WEST PLAZA AREA = 1,541 SF TOWNHOME SPA AREA = 160 SF TOWNHOME ACCESS ROAD AREA = 1,007 SF a cc � 5'POOL FENCE & KEY AD V ��\�♦ V �v V ACCESS GATE (TY .) OR -- _ R OVERH —- - V UNITS IN PO L IEA r S IN o 0 0 0 0 o A Z" SITE -FENCE W/ GATE, SITE FURNISHING; (TYP.) RAIS NE CU _ v \ �-� ., PLANTER TY \/ -- TYP. \ 1" CUT -STONE SLAB �. \ o 0 0 0 0 BOULDER RETAINING WALL f C ♦� \ EMERGENCY VEHICLE ACCESS � \ � STEPS, (TYP.) ,� �� ' RAISED STONE VENEE A 0 0 0 0 0 0 48 MAX HEIGHT � \ � � � ` � � o '� SEAT/PLANTER WALL .o 0 0 0 0 0 0 0 t' - , EXISTING BUS STOP p00 �6 TO REMAIN V � \ o - o 6' DIA-. FR_EF \ \ 0 0 0 \ A 0 0 0 0 0 \ SITE `FURNISHING; TYP _ - \ p�♦ C� _ 0 0 0 0 0 0 0 0 \ \ \ \ OUTDOOR KITCHEN AND \ \\o 0 0 0 0 0 0 0 0 0 GRILL -STATION ��5' POOL *A €NG€ \ \ \ o 0 0 0 0 0 0 0 0 0 \ X42"'BALCONY/PATIO FENCE -W/ GATE, —W/ K�YCA131} E -S GAT€ \ \ \ \\ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0) Ste-ARQHITECTURE PLWS \ \ \7p. \ TYPICAL-STO�/EiNEE ATE f:E ANG \ \ S AIN _ _ _ _ \ ��`\ \ \ \ \ \\ \ \ \ 0 0 0 ♦` WALLS- RE:-CIVIL­DRAWW68_-- / - E cE G AVEL-P 11V ETC-f�B R�ER �YP'___ a r Rl'N R E: � �� � ATE \ - JT\ JE' F� A, E�t� y _ vv v vvv y o FIB -hz E�AIITI; \ MST SPI S SIR �E \ \ \ \ _ \ � � � / \ It \BUILT IN SPA/HOTTUB X3 \ \ \ \ \ >�_ \ v' VST �S U FAC 2 � A v v � � y v v v �� � � � � \ � v� > � Oo :OLT_4N­_ LOUNGE -SEATING v v v v v v v v v v'. X4S"`#�JA STONE FIRE_PIT— _P_0OLSIDE_1STE EURNIT� KR---------- \ \ \ \ ♦ \ c EGA c�C�ETEP�VEBSY�` \ \ \ \ \ \ \ \ \ \ \ -DECK-TO BE-SNOW=MELTED \ \ \ \ -� \ \ \ \ \ \ \ \ �0. \ ♦ �� —b \ CAST CONCRETE STAIRS \ \ \ \ \ v\\\\\ V A A \ �tvIDED SURE �_ / PLUNGE-POer�-&i � \\SWVERISTONE VENE WATER SURFACE— l,25�5-SF CHEEKWALZ'S. \ �SINGLE TRA RIVTE AvHIKIAIL\ v\ = A - _ ��♦_ VV\ \ v V A v \ V A\ —pROPEF _JtM \\\ \\\\\%\ 5 �\�\\\\� \�\\ \\ \\ \ ♦ --- \ \ \ \ \ \ \ \ \ \ \\ \ PHASE 1B: TOWNHOMES `7480 \ ULDING SETBACK LI \ \ \ \ \ \\ TYPICAL STONE VENEER \♦\ v / ��\ /� vvvvv�vvvvvvA VA �. v�v SITE RETAINING WALLS; RE: CIVIL DRAWINGS L \\ \ — a R SrCONCREE— \ PAVERS TYP \-- _ \ \ \ \ — r PHASE B: TOWNHOMES \ \ \\\\ \\\ \ \\ \ \\ \ \ \ \ \ \ \ \ -RAISEQ\STONE VE -NEEP \ \ \ \ \ \ \ \ \ \\\\\\\\ \\ \\\ \ \\\ \ \ \ \ 6\ EAT/PLANTER-WALLS TYR, \ \\ \ \\ \\\\ \\ \ \\ \ \ \ \ \ \ \ \\BUILT -INA/ T� \ \ \ \ \ - — \ \ \ \ \ \ \ \ \ \VSA ER SURFACE-208SF- P_ _ \ !r PRCAST CONCRETE PAVERS-- \ \ \\ \ \\ \\\\ \ \ \\ \ \ \ \ \ \ CK TO BF SNOW MELTED \- \\ \ \ \ \ \ \ \ \ \ \ STONE SLAB STEPS �� ---- 7540— �7550 - -- \\\ \ \\\\ \ \\ \\\ \ \ \\ \ %nom \ 0' 30' 60' 90' 1 = 30' NORTH r ssociates DESIGN rds Village Blvd. uite 210 ds, CO 8132 766-1470 70)766-1471 tab@vail.net ssociates.com Seal YJ Issue Dates: 07/16/2021 Sheet Title: PHASE 1A &1B MATERIALS PLAN Project No: 1722 Sheet No: L1.1 LEGEND PROPERTY LINE EXISTING CONTOURS SETBACKS STONE VENEER RETAINING WALL LIMITS OF DISTURBANCE 1 BOULDER RETAINING WALLS APPROXIMATE CENTERLINE OF EXISTING DITCH EDGE OF EXISTING TREES TO REMAIN POURED IN PLACE CONCRETE \ \ NOTES: PRECAST PAVERS: PAVESTONE CITYLOCK j \ \ 1. SEE L3 SERIES FOR PLANTING LAYOUT SHEETS GREY STONE PAVING LOCAL MIX FLAGSTONE PAVING p n i US ti�G q \ �� y6 O s f,r o ... y . r 6� r_ as � ♦ 9� — PREFAB. METAL BENCH TYP. i �— V� �- PHASE 1A: CONDOMINIUMS � ��� �, V � STONE SLAB STEPS �o BIKE PARKING \ O 'OCA AT PEDESTRIAN ENTRY - /0 C NTRY-pC `_ \ RE: CIVIL DRAWINGS, 6 STALLS — \Q LOW BOULDER RETAINING WALL - A \ \ v ♦ o SNOW STORAGE 4C O - \ \ - - PHASE 2A: CONDOMINIUMS 6 v V ------ A� V A PRECAST C`CRETE PAVER BALCONY/PATIO WITH 42" FENCE, \ \ \ \ i �_ 'c (TYP.) SEE ARCHITECTURE PLANS \ \ \ J °� ' \ o \ \ \ v \ \ � �20_ -----GRAVEL PERIi�FE-TER BORDER TYP. 54 \�� \ \�- �\\\\\\\\\\\\ PHASE 2B:TOWN HOMES 7-50\ SINGLE TRACK TRAIL X5 6\\ ,PROPERTY LINE \ O \ \ \ \ \ O 5 O O \ \ ><' PHASE 1B: TOWNHOMES \ 74SO BUILDING SETBACK LINE v v —'// � — — �58� vvvvvv O v O vyvV A V A A \ � v v y A \ \ \ Vv v v v - - . X90 _♦ PRECAST CONCRETE, \ \ \ \ \ \ \ PAVERS TYP. O \\ \\ \ \ \ \ 'X \ \ \ RAISED STONE VENEER \ \ \ O O \ \ \\\O \\\ \ \ \ \\ \ \ \ \O \ SEAT/PLANTER WALLS TYP. \ \ \ \ \ \ \ \ \ PHASE 113: TOWNHOMES SITE FURNISHINGS TYP.- ZZ YP. \ \ \ \ \ \ \ \v \ O\—- \ 7540— — \ \\\ \\ \ O\\ ■ 4 t DESIGN AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal zJ Issue Dates: 07/16/2021 Sheet Title: PHASE 2A & 213 MATERIALS PLAN Project No: 1722 Sheet No: Ll I LANDSCAPE COMMON SPACE AREA = 42,634 SF PATIO COMMON SPACE AREA = 135931 SF TOTAL COMMON SPACE AREA = 565565 SF TOTAL NUMBER OF DWELLING UNITS = 84 UNITS 561565 SF / 84 = 673 SF LANDSCAPED COMMON SPACE PER DWELLING UNIT TOWN OF AVON REQUIRES 400 SF MINIMUM OF COMMON SPACE PER DWELLING UNIT *PATIO COMMON SPACE AREA CALCULATED BASED ON ARCHITECTURE PLANS, SEE ARCHITECTURE SHEETS FOR PATIO SPACE AREA* A a cl DESIGN ■ TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: 07/16/2021 Sheet Title: COMMON OUTDOOR SPACE DIAGRAM Project No: 1722 Sheet No: L2.0 X m q 1Z pyo LEGEND rIQQQQQQQQQQQQQ.rr��r+� �♦� ♦♦♦. Q�4<QQQQQQQQQQQQQQ�r @I�♦♦��♦M s. -!O Q�QQQQQQQQQQ�1�©'Ili :���♦ �i�• ., �\h��♦♦♦♦♦♦� ,,;;=,: :;��;®®�1;♦♦♦PIIS♦♦�♦♦♦♦♦♦�,♦1�1� iiiiW �.„+Pi II�''''�'�'NN�uiNiHm,;. rA "Rok"MI-S \ �RpN �FNT s p� ++++ + PROPERTY LINE SHEET ENLARGEMENT MATCHLINES SETBACKS + . y o � 4 PHASE 2A: CONDOMINIUMS �� p + a : F - + + p \ � \ \ ++ ♦ til 04 v ♦ AW �EN ++++ +++ +++ + + + ++ /� ++ — � — — — \2� \ \ \ \ \ \ � ,_ ' sh'F ♦ � � — � =-51 c QST � — � � \ \ \ \\ + + + +++++++++++ +++++ � c \2C3 HiQ �YJ l PHASE 213: TOWNHOMES lz PHASE 1 B: TOWNHOMES lix PHASE 1 B: TOWNHOMES ++ X— \ \ \\ \ \ 75� 756= ■ cit DESIGN AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal zi Issue Dates: 07/16/2021 Sheet Title: SHEET REFERENC PLAN Project No: 1722 Sheet No: L11 ■ 0 I • D PLANT LIST - THIS SHEET ONLY LEGEND 11 +++++++++++ PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS NATIVE SEED MIX POOL FENCING SITE WALL RE: CIVIL EDGE OF EXISTING TREES TO REMAIN ■ ■ ■ ■ PCL PJ PCL PCL PCL 1 xxX xxx xx �x v kk v .kk X k kk �kX kk kX k� k k kk kk kk kk kk k kkk kkk kkk kkk k k kkk k kk kk kk k kkx ckk kkk kk kkk kk kkkk A- A A , KEY MAP - PHASE ONE xkk Xxk xxk xkk xkk �kx xkk X�k kk xkk x -k xkk 0' 10' 20' 30' 1=10' A a ■ DESIGN . TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970)766.1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: 07/16/2021 Sheet Title: PHASE 1A PLANTING Project No: 1722 Sheet No: L3.1 NOTE: +++++++++++++ +++++++++++++ NATIVE SEED M I X +++++++++++++ - 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER +++++++++++++ +++++++++++++ PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR 26.50 LBS/PLS/ACRE OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. PLANTERS TYPE A AND TYPE B TO BE PLANTED WITH ANNUALS SEASONALLY BY BUILDING MAINTENANCE. -------------------------- 3. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. 11 +++++++++++ PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS NATIVE SEED MIX POOL FENCING SITE WALL RE: CIVIL EDGE OF EXISTING TREES TO REMAIN ■ ■ ■ ■ PCL PJ PCL PCL PCL 1 xxX xxx xx �x v kk v .kk X k kk �kX kk kX k� k k kk kk kk kk kk k kkk kkk kkk kkk k k kkk k kk kk kk k kkx ckk kkk kk kkk kk kkkk A- A A , KEY MAP - PHASE ONE xkk Xxk xxk xkk xkk �kx xkk X�k kk xkk x -k xkk 0' 10' 20' 30' 1=10' A a ■ DESIGN . TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970)766.1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: 07/16/2021 Sheet Title: PHASE 1A PLANTING Project No: 1722 Sheet No: L3.1 PLANT LIST - THIS SHEET ONLY +++++++++++++ NATIVE SEED MIX +++++++++++++ +++++++++++++ +++++++++++++ 26.50 LBS/PLS/ACRE NOTE: 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. Q k 1�k a� 11 /�')^o ll G LEGEND PROPERTY LINE SETBACKS ■■■■■■■■■■� LIMITS OF DISTURBANCE ------------- APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS +++++++++++ 4 NATIVE SEED MIX POOL FENCING SITE WALL RE: CIVIL EDGE OF EXISTING TREES TO REMAIN PHASE 1 GRAVEL TYPICAL STONE VENEER SITE RETAINING WALLS; RE: CIVIL DRAWINGS KEY MAP - PHASE ONE SHEET L.� pr 9r via 11 ®NOWN ®_•__w�_�. ®� MWE.►r _ -. - .�® .® .�� -.rte• ��AMW �- ■. _• :•••,,,•, ;�•'• ._._ ., 111111111 � i ♦� II � ♦II ' ♦I® ' ♦II '• ♦II '• ♦II ' =ISI I 1 ■ ■ -i' �!•�•�••'�•:�.•i.� •41111 WIN all 1 �-,•-III � ..�. ♦ v • r I' I'I'I j � , ;�•.. ♦i 4 �•i �•b i v 3 - — iniillii - ------------------------- ------ -- ----- - ---- 1 El 4 t ■ DESIGN r ssociates DESIGN rds Village Blvd. uite 210 ds, CO 8132 766-1470 70)766-1471 tab@vail.net smatos.com Seal V� Issue Dates: 07/16/2021 Sheet Title: PHASE 1A PLANTING Project No: 1722 Sheet No: L3.2 PLANT LIST - THIS SHEET ONLY DECIDUOUS TREES CODE BOTANICAL/ COMMON NAME CAL AG3 ACER GINNALA'FLAME' 3" CAL B&B rVl� V7V AMUR FLAME MAPLE AM ACER GLABRUM ROCKY MOUNTAIN MAPLE 8` MIN. PT2 POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B&B PT4 POPULUS TREMULOIDES 4" CAL. B&B QUAKING ASPEN EVERGREEN TREES CODE BOTANICAL / COMMON NAME CAL PE16 PICEA ENGLEMANII 14-16' B&B yv>� lz�f ENGLEMANN SPRUCE PO PICEA OMORIKA SERBIAN SPRUCE 14-16' B&B PD8 PSEUDOTSUGA MENZIESII DOUGLAS FIR 12' B&B PD16 PSEUDOTSUGA MENZIESII DOUGLAS FIR 14-16 B&B SHRUBS CODE BOTANICAL / COMMON NAME CONT AS AMELANCHIER ALNIFOLIA STOLONIFERA 3 GAL. 1(7 SASKATOON Ag AMELANCHIER GRANDIFLORA AUTUMN BRILLIANCE' 5 GAL. AUTUMN BRILLIANCE SERVICEBERRY-MULTISTEM CAF CORNUS SERICEA 'ARTIC FIRE' 5 GAL + ARTIC FIRE DOGWOOD CFL CORNUS SERICEA'FLAVIRAMEA' 5 GAL YELLOW TWIG DOGWOOD PSB PHILADELPHUS X 'SNOWBELLE' 5 GAL. SNOWBELLE MOCK ORANGE PM2 PINUS MUGO 'BIG TUNA' 5 GAL GL • °nnnnnc BIG TUNA MUGO PINE PK POTENTILLA FRUTICOSA 'KATHERINE DYKES' 3 GAL. KATHERINE DYKES BUSH CINQUEFOIL RAG RHUS AROMATICA 'GRO-LOW' 3 GAL. GRO-LOW FRAGRANT SUMAC RW ROSA WOODSII 3 GAL. WOOD'S ROSE SJG SPIRAEA JAPONICA'GOLDFLAME' 3 GAL. SPIREA So SYMPHORICARPOS OCCIDENTALIS 3 GAL. WESTERN SNOWBERRY VDB VIBURNUM DILATATUM 'BLUE MUFFIN' 3 GAL. BLUE MUFFIN VIBURNUM ORNAMENTAL GRASSES BOTANICAL / COMMON NAME CODE CONT PVP PANICUM VIRGATUM 'PRAIRIE SKY' 1 GAL. PRAIRIE SKY SWITCH GRASS SHRUB AREAS CODE BOTANICAL/ COMMON NAME SIZE < : BM BRUNNERA MACROPHYLLA 1 GAL. SIBERIAN BUGLOSS DRYOPTERIS FILIX-MAS'ROBUSTA' DFR 1 GAL. V9!�///�// P////+ ROBUST MALE FERN ECHINACEA PURPUREA EP 1 GAL. CONEFLOWER HEUCHERA MICRANTHA'PALACE PURPLE' HP 1 GAL. ' PALACE PURPLE CREVICE ALUMROOT HOSTA SIEBOLDIANA'ELEGANS' HSE 1 GAL. ----------------- ELEGANS PLANTAIN LILY PENSTEMON MENSARUM PM 1 GAL. GRAND MESA BEARDTONGUE GROUND COVERS CODE BOTANICAL/ COMMON NAME SIZE AR AJUGA REPTANS 4" POT CARPET BUGLE EF EUONYMUS FORTUNEI 'COLORATUS' COLORATUS PURPLE WINTERCREEPER 4" POT GO GALIUM ODORATUM 4" POT SWEET WOODRUFF NOTE: 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. PLANTERS TYPE A AND TYPE B TO BE PLANTED WITH ANNUALS SEASONALLY BY BUILDING MAINTENANCE. 3. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. LEGEND ■■■■■■■■■ +' +++++++++++ PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS NATIVE SEED MIX POOL FENCING SITE WALL RE: CIVIL EDGE OF EXISTING TREES TO REMAIN 1 J Iv I P'%LL I Iv I I U TOTAL AREA: 212 SF KEY MAP - PHASE ONE to DESIGN . AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970)766.1471 email: tab@vail.net www.tabassociates.com Seal zi Issue Dates. 07/16/2021 Sheet Title: PHASE 1A PLANTING Project No. - 1722 Sheet No: L3.3 PLANT LIST - THIS SHEET ONLY DECIDUOUS TREES CODE BOTANICAL / COMMON NAME CAL AM ACER GLABRUM ROCKY MOUNTAIN MAPLE 8' MIN. PT—M POPULUS TREMULOIDES 2.5" CAL B&B J1;7V QUAKING ASPEN, MULTI—STEM PT2 POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B&B POPULUS TREMULOIDES 4" CAL. B&B PT4 QUAKING ASPEN EVERGREEN TREES CODE BOTANICAL / COMMON NAME CAL PE16 PICEA ENGLEMANII 14-16' B&B ENGLEMANN SPRUCE PD8 PSEUDOTSUGA MENZIESII 12' B&B DOUGLAS FIR PD16 PSEUDOTSUGA MENZIESII DOUGLAS FIR 14-16' B&B SHRUBS CODE BOTANICAL/ COMMON NAME AMELANCHIER ALNIFOLIA STOLONIFERA CONT AS 3 GAL. C SASKATOON AMELANCHIER GRAN DIFLORA AUTUMN BRILLIANCE' Ag 5 GAL. AUTUMN BRILLIANCE SERVICEBERRY—MULTISTEM CORNUS SERICEA 'ARTIC FIRE' CAF 5 GAL + ARTIC FIRE DOGWOOD CORNUS SERICEA 'FLAVIRAMEA' CFL 5 GAL YELLOW TWIG DOGWOOD JS JUNIPERUS SABINA 'BUFFALO' 5 GAL j,JVU`G • BUFFALO JUNIPER nnnc PHILADELPHUS X 'SNOWBELLE' PSB 5 GAL. SNOWBELLE MOCK ORANGE PINUS MUGO 'PUMILIO' PMP 5 GAL •\ DWARF MUGO PINE POTENTILLA FRUTICOSA KATHERINE DYKES' PK 3 GAL. KATHERINE DYKES BUSH CINQUEFOIL PRUNUS VIRGINIANA WESTERN CHOKECHERRY PV 5 GAL RHUS AROMATICA 'GRO—LOW' RAG 3 GAL. •• GRO—LOW FRAGRANT SUMAC ROSA WOODSII RW 3 GAL. WOOD'S ROSE SJG SPIRAEA JAPONICA'GOLDFLAME' 3 GAL. SPIREA SO SYMPHORICARPOS OCCIDENTALIS 3 GAL. WESTERN SNOWBERRY VDB VIBURNUM DILATATUM 'BLUE MUFFIN' 3 GAL. BLUE MUFFIN VIBURNUM BOTANICAL / COMMON NAME SHRUB AREAS CODE SIZE — — — — — — — — DA DICENTRA SPECTABILIS 'ALBA' 1 GAL. WHITE JAPANESE BLEEDING HEART DFR DRYOPTERIS FILIX—MAS 'ROBUSTA' 1 GAL. ROBUST MALE FERN HP HEUCHERA MICRANTHA'PALACE PURPLE' 1 GAL. ' PALACE PURPLE CREVICE ALUMROOT HSE HOSTA SIEBOLDIANA'ELEGANS' 1 GAL. -------------- ELEGANS PLANTAIN LILY HSF HOSTA SIEBOLDII 'FRANCES WILLIAMS' 1 GAL. Em PLANTAIN LILY PM PENSTEMON MENSARUM 1 GAL. GRAND MESA BEARDTONGUE GROUND COVERS CODE BOTANICAL / COMMON NAME GALIUM ODORATUM SIZE GO 4" POT SWEET WOODRUFF VINCA MINOR VC 4" POT 9IIIWIIIWIIIVW I�IIIWIIIWIIIISf� IpIIIWIIIWIIIISfuI101 COMMON PERIWINKLE 9666�161�Vg11� 660161s1IVg1�6660161s1IVgI W"IW.W(IV111q"IW.W(IV111q"IW.W(IV111gI NOTE: 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. LEGEND PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE --- APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS ElJ ++++++++ NATIVE SEED MIX - - a n POOL FENCING � � EDGE OF EXISTING TREES TO REMAIN KEY MAP ■ 1 1 1 0' 10' 20' 30' 1 = 10' NORTH ■ DESIGN . AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970)766.1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: 07/16/2021 Sheet Title: PHASE 1A PLANTING Project No: 1722 Sheet No: L3.4 DECKS ABOVE TYP; RE: ARCH. DRAWINGS R/ I 7'1 L// I goT? %1, g 10,111, '0 wo U al LULL -1 WWI Ing BUILDING ROOF OVERHANG (DASHED LINE) CONCRETE EGRESS WALKWAY WITH STAIRS; RE: CIVIL DRAWINGS 0 WINDOW WELL TYP.-I RE: ARCH. DRAWINGS BOULDER RETAINING WALLS 48" MAX HEIGHT; RE: CIVIL DRAWINGS IL L L A A Z� , - ��� �1 I 4/ J ------------------ CODE BOTANICAL/ COMMON NAME CAL PT2 POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B&B PT4 POPULUS TREMULOIDES 4" CAL. B&B QUAKING ASPEN LU z CY) BOTANICAL / COMMON NAME LU LU 0 I-- < _r I U) PICEA ENGLEMANNII ENGLEMANN SPRUCE LU LU 0 - - ---------------- ---------------------- PIP KEY MAP - PHASE ONE LEGEND PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE ----------------------- APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS 0 E VENEER WALL BOULDER RETAINING WALLS + + + + NATIVE SEED MIX POOL FENCING SITE WALL RE: CIVIL EDGE OF EXISTING TREES TO REMAIN — — — — — — — — — — A, A-, A- -------------- k, \ Al ------------- \V ---------------- 1 01 10, 20' 30' 1 1 10' NORTH PLANT LIST - THIS SHEET ONLY DECIDUOUS TREES CODE BOTANICAL/ COMMON NAME CAL PT2 POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B&B PT4 POPULUS TREMULOIDES 4" CAL. B&B QUAKING ASPEN EVERGREEN TREES CODE BOTANICAL / COMMON NAME CAL PE8 PICEA ENGLEMANNII ENGLEMANN SPRUCE 12' B&B PIP PICEA PUNGENS 14-16' B&B COLORADO BLUE SPRUCE PD16 PSEUDOTSUGA MENZIESII DOUGLAS FIR 14-16' B&B SHRUBS CODE BOTANICAL/ COMMON NAME CONT AS AMELANCHIER ALNIFOLIA STOLONIFERA 3 GAL. rQ-) SASKATOON is JUNIPERUS SABINA'BUFFALO' 5 GAL BUFFALO JUNIPER PSB PHILADELPHUS X'SNOWBELLE' 5 GAL. SNOWBELLE MOCK ORANGE POS PHYSOCARPUS OPULI FOLIUS 'SEWARD' TM 3 GAL. SUMMER WINE NINEBARK PMP PINUS MUGO'PUMILIO' 5 GAL DWARF MUGO PINE PV PRUNUS VIRGINIANA WESTERN CHOKECHERRY 5 GAL RM ROSA'MORDEN SUNRISE' 3 GAL. MORDEN SUNRISE SHRUB ROSE RW ROSA WOODS 11 3 GAL. WOOD'S ROSE SJG SPIRAEA JAPONICA'GOLDFLAME' 3 GAL. SPIREA SIBIL SPIRAEA X BUMALDA'LIMEMOUND'TM 3 GAL. LIMEOUND SPIREA so SYMPHORICARPOS OCCIDENTALIS 3 GAL. WESTERN SNOWBERRY ORNAMENTAL GRASSES CODE BOTANICAL/ COMMON NAME FESTUCA'SISKIYOU BLUE' CONT FSB 1 GAL. SISKIYOU BLUE FESCUE GRASS HELICTOTRICHON SEMPERVIRENS HS 1 GAL. BLUE OAT GRASS PANICUM VIRGATUM 'PRAIRIE SKY' PVP 1 GAL. PRAIRIE SKY SWITCH GRASS [SHRUB AREAS BOTANICAL / COMMON NAME CODE SIZE AV AQUILEGIA VULGARIS 1 GAL. EUROPEAN COLUMBINE GJI GERANIUM X'JOHNSON'S BLUE' 1 GAL. M _�JT__ -TI---- JOHNSON'S BLUE GERANIUM HEMEROCALLIS X'JOAN SENIOR' 1 GAL. JOAN SENIOR DAYLILY A - MAHUNIA REPENS 1 UAL. CREEPING MAHONIA D PENSTEMON DIGITALIS'TNPENDV'TM DAKOTA VERDE BEARDTONGUE 1 GAL. -- — — — — — — RFG RUDBECKIA FULGIDA SULLIVANTII'GOLDSTURM' 1 GAL. -7" GOLDSTURM CONEFLOWER GROUND COVERS CODE BOTANICAL/ COMMON NAME VINCA MINOR SIZE �11 W (ff �� 1119 V W �q (ff �� 1119 V W �q W (ff �(((l V �ff Rf ��((l VC 4" POT W lf� W Rf �v (If W �(w lf� W Rf �v (If 9 V W lf� W Rf V V W W Rf COMMON PERIWINKLE W �(i 0 W V W �(i 0 W V W �(i �((0 I V W W (� �((0 NOTE: 1 PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. DESIGN L AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. u te Edw r s, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal V� E cN 0 0 W a =a 0 M L. 0 0 0 0 00 M Issue Dates: 07/16/2021 Sheet Title: PHASPE 1A PLANTING � awll L1 Project No: 1722 Sheet No: L15 PLANT LIST - THIS SHEET ONLY EVERGREEN TREES CODE BOTANICAL/ COMMON NAME CAL PO PICEA OMORIKA SERBIAN SPRUCE 14-16' B&B SHRUBS CODE BOTANICAL / COMMON NAME CONT CAF CORNUS SERICEA 'ARTIC FIRE' 5 GAL + ARTIC FIRE DOGWOOD JS JUNIPERUS SABINABUFFALO' 5 GAL • BUFFALO JUNIPER nnnnc PSB PHILADELPHUS X 'SNOWBELLE' 5 GAL. SNOWBELLE MOCK ORANGE POS PHYSOCARPUS OPULIFOLIUS 'SEWARD' TM 3 GAL. O SUMMER WINE NINEBARK PMP PINUS MUGO 'PUMILIO' 5 GAL ,, •\\ DWARF MUGO PINE PK POTENTILLA FRUTICOSA KATHERINE DYKES' 3 GAL. KATHERINE DYKES BUSH CINQUEFOIL RAG RHUS AROMATICA 'GRO—LOW' 3 GAL. ' GRO—LOW FRAGRANT SUMAC RM ROSA 'MORDEN SUNRISE 3 GAL. MORDEN SUNRISE SHRUB ROSE SJG SPIRAEA JAPONICA 'GOLDFLAME' 3 GAL. SPIREA SBL SPIRAEA X BUMALDA 'LIMEMOUND' TM 3 GAL. LIMEOUND SPIREA VDB VIBURNUM DILATATUM BLUE MUFFIN' 3 GAL. BLUE MUFFIN VIBURNUM ORNAMENTAL GRASSES CODE BOTANICAL / COMMON NAME CONT FSB FESTUCA 'SISKIYOU BLUE' 1 GAL. SISKIYOU BLUE FESCUE GRASS HS HELICTOTRICHON SEMPERVIRENS 1 GAL. OBLUE OAT GRASS PVP PANICUM VIRGATUM 'PRAIRIE SKY' 1 GAL. PRAIRIE SKY SWITCH GRASS SHRUB AREAS CODE BOTANICAL/ COMMON NAME SIZE �j� /�`�/�� ` DFR DRYOPTERIS FILIX—MAS 'ROBUSTA' 1 GAL. X ��% ROBUST MALE FERN EP ECHINACEA PURPUREA 1 GAL. CONEFLOWER III III III GJ GERANIUM X 'JOHNSON'S BLUE' 1 GAL. III III IIS II II II II JOHNSON'S BLUE GERANIUM O O O O O O O O O HJ H EM EROCALL I S X 'JOAN SENIOR' 1 GAL. 000000000000000000 000000000 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O JOAN SENIOR DAYLILY O O O O O O O O O 000000000000000000 000000000000000000 HP HEUCHERA MICRANTHA'PALACE PURPLE' 1 GAL. ' PALACE PURPLE CREVICE ALUMROOT 00000 OOOOOOOOOOOOOO❑ MR MAHONIA REPENS 1 GAL. O O O O ❑ O O O O O O O O O O O O O O❑ 000 OOOOOOOOO OOOOOOOOO CREEPING MAHONIA 0000000 0000 0000000000 000000 0000 000000 0000 ❑ O❑ O O O O O O O O O O ❑ O❑ O ---------------- PD PENSTEMON DIGITALIS 'TNPENDV' TM 1 GAL. DAKOTA VERDE BEARDTONGUE PM PENSTEMON MENSARUM 1 GAL. GRAND MESA BEARDTONGUE RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' RFG 1 GAL. GOLDSTURM CONEFLOWER PERENNIAL AREAS CODE BOTANICAL / COMMON NAME SIZE �j/�j/ Df DRYOPTERIS FILIX—MAS 'ROBUSTA' 1 GAL. MALE ROBUST FERN GROUND COVERS CODE BOTANICAL/ COMMON NAME SIZE AR AJUGA REPTANS 4" POT CARPET BUGLE a�u ula�u ula�u ula�u VC VINCA MINOR 4" POT I�IU�III�IIIIUIMI�IU�III�IIIIUIMI�IU�III�IIIIUINI�IU�lll�lll COMMON PERIWINKLE uuilo�lol�i�l�uilo�lol�i�l�uilo�lolui�l�uilo�lo I�IU�IO�IO�INI�IU�IO�IO�INI�IU�IO�IO�INI�IU�10�111 NOTE: 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. ALL PLANTERS TO BE PLANTED WITH ANNUALS SEASONALLY BY BUILDING MAINTENANCE. 3. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. LEGEND PROPERTY LINE SETBACKS ■■■■■■■■■■N LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS +++++++++++ NATIVE SEED M I X POOL FENCING SITE WALL RE: CIVIL EDGE OF EXISTING TREES TO REMAIN KEY MAP - PHASE ONE 0' 10' 20' 30' 1 ki 1 = 10' NORTH ■ C1 DESIGN AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Issue Dates. 07/16/2021 Sheet Title: PHASE 1 A PLANTING Project No: 1722 Sheet No: L3.6 PLANT LIST - THIS SHEET ONLY DECIDUOUS TREES CODE BOTANICAL/ COMMON NAME CAL (71� AG2 ACER GINNALA 'FLAME' AMUR FLAME MAPLE 2" CAL B&B V�v MONKSHOOD AQUILEGIA VULGARIS 0 0 0 0 0 0 EVERGREEN TREES CODE BOTANICAL / COMMON NAME CAL EUROPEAN COLUMBINE BRUNNERA MACROPHYLLA PD8 PSEUDOTSUGA MENZIESII DOUGLAS FIR 12' B&B 1 GAL. SIBERIAN BUGLOSS DRYOPTERIS FILIX-MAS 'ROBUSTA' SHRUBS CODE BOTANICAL/ COMMON NAME CONT AG AMELANCHIER GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY-MULTISTEM 5 GAL. GJ CORNUS SERICEA 'ARTIC FIRE CAF 5 GAL + HSE ARTIC FIRE DOGWOOD PHYSOCARPUS OPULIFOLIUS 'SEWARD' TM WINE NINEBARK 1 GAL. OSUMMER POS 3 GAL. ---------------- ------------I—I—I ------------I—I—I PINUS MUGO 'PUMILIO' PENSTEMON DIGITALIS 'TNPENDV' TM 1 GAL. PMP 5 GAL I\\ DWARF MUGO PINE POTENTILLA FRUTICOSA KATHERINE DYKES' RFG RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' PK 3 GAL. GOLDSTURM CONEFLOWER KATHERINE DYKES BUSH CINQUEFOIL RHUS AROMATICA 'GRO-LOW' GRO-LOW FRAGRANT SUMAC GROUND COVERS CODE RAG 3 GAL. AR AJUGA REPTANS 4" POT Ck SJG SPIRAEA JAPONICA'GOLDFLAME' SPIREA 3 GAL. SO SYMPHORICARPOS OCCIDENTALIS 3 GAL. WESTERN SNOWBERRY VDB VIBURNUM DILATATUM 'BLUE MUFFIN' 3 GAL. BLUE MUFFIN VIBURNUM BOTANICAL / COMMON NAME ORNAMENTAL GRASSES CODE CONT HS HELICTOTRICHON SEMPERVIRENS 1 GAL. O BLUE OAT GRASS 1 1 SHRUB AREAS CODE BOTANICAL / COMMON NAME ACONITUM NAPELLUS SIZE AN 1 GAL. MONKSHOOD AQUILEGIA VULGARIS 0 0 0 0 0 0 AV 1 GAL. o o o o o o EUROPEAN COLUMBINE BRUNNERA MACROPHYLLA BM 1 GAL. SIBERIAN BUGLOSS DRYOPTERIS FILIX-MAS 'ROBUSTA' DFR 1 GAL. ROBUST MALE FERN GERANIUM X'JOHNSON'S BLUE' GJ 1 GAL. JOHNSON'S BLUE GERANIUM HSE HOSTA SIEBOLD IANA'ELEGANS' 1 GAL. ELEGANS PLANTAIN LILY ---------------- ------------I—I—I ------------I—I—I PD PENSTEMON DIGITALIS 'TNPENDV' TM 1 GAL. I�I�I�I�I�I�I�I�I�I�I�I�I�I�II +I+I�II —I—I—I—I—I—I—I—I—I—I—I—I—I—I—I DAKOTA VERDE BEARDTONGUE ` RFG RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' 1 GAL. GOLDSTURM CONEFLOWER GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE AR AJUGA REPTANS 4" POT CARPET BUGLE LEGEND PROPERTY LINE SETBACKS ■■■■■■■■■■� LIMITS OF DISTURBANCE ------------------------------ APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS +++++++++++ NATIVE SEED MIX POOL FENCING SITE WALL RE: CIVIL EDGE OF EXISTING TREES TO REMAIN NOTE: 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. ALL PLANTERS TO BE PLANTED WITH ANNUALS SEASONALLY BY BUILDING MAINTENANCE. 3. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. EMERGENCY VEHICLE ACCESS REMOVABLE BOLLARDS �kkk XkX ��� '`mak k kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk — — — — — — — — — — kk kk k ,xkk kk kk � -kk kk kk kk kk kk kkk kkk kkk kk=C kk kk k k �` kkk '�kkk� kkk kkk kkkx 1 KEY MAP - PHASE ONE EXISTING BUS STOP TO REMAIN kkk kX k k k k k k Xk XXk X kX kXX kXXX k kk kXk kXk kXk kkk kkk kkX kk kk kk X k A- A- -\P kX kX k � k k X k k kk kXk kXk kk kXk kkX kX XXk kX a kk XXXk�Xk X k kCk k k k o A_ kkk kXk kkk kk kkk kkk k k X k kX kk kXPk kk- X kX kX �X C kk kkk k X XXk kXk kkk k kXCkkk kkk kk XkX kkX- ---- kX k kkk kkk kkk kkk kkk kXk k k kk kk kk kX X kX kXkXX kk XX X kkX kkX kkX kXk kXk kkX kk k �O kX kX kX k kX kk kk k k kX kX kX k k k k k X kX kX kX kX kX k kX kX X k kk k kkXkk k kXk kXk k k kkk kkkkkk kXkk kkk kX X>kX�k k c� kk Xk kk kX kX kik kk kX k k k k k k k Alr k�`�k k X �� Xk kk Xk Xk Xk Xk Xk kk Xk Xk � Xk Xk kk Xk X k� kX kX kX kX ---- XX X X Xk X k kX kkk k�X-kkk �k kXk XXk XXk kkk kX kkk XXk k�'``k kkkk k kX kkk kkk kkk kkk kkk kXk kkk � , �Wk'�x�XXXX-- ��kkk ��X X�k� k XXL Xk kk kk Xkk X. �� k k�.kXX-. rf k X k kXkkkk kX kkX kkX X' XTkX Xkk Xk�Xk k� _ - — - - - - - - - - - - k k k k k k k k J w X►' kX k kkk-kkX kkkXX XXk kk QI � ~ - / Z kk kkk �k kX kkk kkk kk��k ok�W rk \XX k k kX kkkk kkk kk / XX 'v �X � X ��,� k cn Q k k X k X k W kk kk y k X kXkkkk V kk Xk kkk Xkk k kkk 'NkkkXXX,�Xi kX,� X'�kX,� X LXX X C kX �X XX XX kX XX XX kX WWI kk k �k k- k kXk k \ kkk kkX kkX kkkk XXk kk kkX X� kXP �X5�kXX kXXkXXkXk k X'` Xk kk kX kkk k X kkX kXk k P X k k k k k k k k k k kX kX X kk kk kkkkk kk k� �- kk kX X k k k kkk k kkX XE kk PISkkk kkX kXk k XXk Xk 7 i X X k k kX k kkX kk kX kX kkk kkX X k kk kk k k k k kX kk kk Xk X kX kk k Xk Xkjk Xk Xk k kkX kXk k XX kkk kkk k k k k kXk kX kX kkX XX kk kkk kkk kkk kkk k" �� X kkk kkk`' k kXk kkk k kkk kXk k k kXk kkk kkX kkX kkX kkk kkk kkk k X k X kkk X k kkX kk kX XkX X kk kX kkX kk�kk Xkk kkk kkX kkk kXk kk kk kkk k kXk kk kkk kkk kkk kk kk kk� k k k kkk kk kkkk kkX kkk �: k k k k k k kX kX k/X X�.kX kX kX X kk k � �jky kk kkX kkX kXk kX kkk kkk k k kkk kkk kkk kX kXk k k k�X� �kk k X kX kkk kkk kkk k k kkkk kX k kX kX k kX kX kX kX----- k k kk kk kk kk kk k k kk kX kk kk kX k X kX kk 1 k k X kX kkk kk kX kkk k k kk kkk�kX� kkk kk X XkXX \XXk k kkk ■ ■ ■ ■ kkk k X kXk kXk X k kX kkX kk kX Xk�ikk kk kX XX k k kk k XXk Xk X k k k k k k k k k k k k k - k k k k k k k k k k k k k A- A, kX kXk k kkkkk k kk kk \kkkk kkkkkk kk kXkkkXkkkkkk Xk X X�k - ���.1,���q�o kXk X k X k X Xkk Xkk k LXX k kk kk kk kk kk A k k kk kk kk k k kk k kk k k kk kk kk kk k k k kk kk kk �� �CF�. XX k X X -X X kk��kk k kk kXkkk kkkX kkkk kkk kkkk-kk k k k k k k kXk XX � CAST CONCRETE STAIRS kWITHSTONEVENEERCHEEK k k k k k k 2 WALLS. �0 r kk k X k k kX k k X kk kkk kkk kkk k C k kXk kXk kk kkk k kk kXk kX kkk kX ,kk kkkkkkXkkXkkX k��XkXkkk�Xk-kkk kkXkkk x kX kX kk k k k k k k kk kX kk X kkkkk k A- 04 kk DD kk kk k k kk kk kkk Xk Xk kk k � kk�kXk�� � Xk k kk kk k kX kkk kkk kkk kkk kk X kkX k-kk kkkkXk kXk k X kkk �k ON ( kXk kkk k kkkXk kX kk k kkk�kk�k Xk kk kXkk Xkk kk kkk kk k k �k M- w (k kkX kXk �/k XX kX X k kkk kk kk k k kk kkk kkk kkX kkX kkX kkk XkkX kXk J Z ���� kkk k kk kkC kk kk kk k kX kXk kXk kXk kXk kXk kXk kkX kk kkk kkk kX �X kkk kX k LU k k kk kk kk kk k kk- kX k kX kX kX k, --- - W _ J k kX kX k- k X k -X -- k'FX kX A- 7 k kX kX kX kXkk k _ kX kkX kX kX kX X kX kX kX k A X kkX k A, kX k X kXX kX kX k�kkk �k k k k LU ` Q ► LU 1 kk X k X kX kX kX kX kX kX kX kX kk kk k k kk, o X XX kk kX kX kk kX kk kX XX k -\< k -k- \< k X k k�kkX � kk Xk �` XX kk kX kk kk kk k kX kk kk kk kk kX kk < __ XX XX X kX kk X kk X kkX kk kk kX XX XX X XX kX kX kk k k k k k k kk kk kk kk kk kk kk kk kk k kk kk kX k XX� k k kk; kk kk kk k kk k k kk X X kXX kk kX kkX XX kX Xkk kX kX kkX k kX kkk k� kXX kkX k k kkk Xk kik-- -k kk kkk kkk \< A_ r k kkXkXk kkk-kik k kkk �X kX k k k kk k k kk kk kk k kkkkk k kkkk kkk kkk kkX kkX kXk kkk kkk kX kX kkX kkk Xkk kkkXk kkX kkX kkX kkk kkk kkk kkX kk X k kkk kkk kX k - XXkX A- 1< kX kkkk kkkXk kkXX k I k kkXkkk kkk kkkkk kXX kXk kX k kkk kk k kX kkX kkk kXX k kkk kkk k Xkk k k k k k k � ■■ � X19 61� 1 OOP - F7 kk kkk kkk�xk kkk. kk�kk�k k�kkkk k�k� L II II n 1� o - I o • kkk k_k kkk-kkk�x j k k k - kX Xkk XkX kkXXkkX - ■ ■ ■ - - PRECAST CONCRETE PAVER PATIO TYP.; ■ RE: ARCH. DRAWINGS ■ ■ ■ ■ — RAISED STONE VENEER TYPICAL STONE VENEER SEAT/PLANTER WALLS TYP. STONE SLAB STEPS SITE RETAINING WALLS; – RE: CIVIL DRAWINGS PRECAST CONCRETE PAVERS; DECK TO BE SNOW -MELTED BUILT-IN SPA/HOT TUB WATER SURFACE: 208 SF 1 11, 10,►' 30'\ \\ \`\ 1� NORTH ■ DESIGN . F ssociates DESIGN rds Village Blvd. uite 210 ds, CO 8132 766-1470 70)766.1471 tab@vail.net ssociates.com Seal V� Issue Dates: 07/16/2021 Sheet Title: PHASE 1B PLANTING Project No: 1722 Sheet No: L3.7 PLANT LIST - THIS SHEET ONLY DECIDUOUS TREES CODE BOTANICAL / COMMON NAME CAL (71� AG2 ACER GINNALA 'FLAME' AMUR FLAME MAPLE 2" CAL B&B BOTANICAL / COMMON NAME EVERGREEN TREES CODE CAL PD8 PSEUDOTSUGA MENZIESII 12' B&B CODE DOUGLAS FIR BOTANICAL / COMMON NAME CONT SHRUBS AG AMELANCHIER GRAN DIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY-MULTISTEM 5 GAL. CAF CORNUS SERICEA 'ARTIC FIRE' 5 GAL + ARTIC FIRE DOGWOOD POS PHYSOCARPUS OPULIFOLIUS 'SEWARD' TM 3 GAL. OSUMMER WINE NINEBARK PK POTENTILLA FRUTICOSA 'KATHERINE DYKES' 3 GAL. KATHERINE DYKES BUSH CINQUEFOIL SJG SPIRAEA JAPONICA 'GOLDFLAME' 3 GAL. SPIREA SO SYMPHORICARPOS OCCIDENTALIS 3 GAL. + WESTERN SNOWBERRY ORNAMENTAL GRASSES CODE BOTANICAL / COMMON NAME CONT HS HELICTOTRICHON SEMPERVIRENS 1 GAL. OBLUE CODE OAT GRASS BOTANICAL / COMMON NAME SHRUB AREAS SIZE DFR DRYOPTERIS FILIX-MAS 'ROBUSTA' 1 GAL. ROBUST MALE FERN HSE HOSTA SIEBOLDIANA'ELEGANS' 1 GAL. ELEGANS PLANTAIN LILY ` RFG RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' 1 GAL. GOLDSTURM CONEFLOWER GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE GO GALIUM ODORATUM 4" POT SWEET WOODRUFF NOTE: 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. ALL PLANTERS TO BE PLANTED WITH ANNUALS SEASONALLY BY BUILDING MAINTENANCE. 3. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. LEGEND PROPERTY LINE SETBACKS ■■■■■■■■■■N LIMITS OF DISTURBANCE -- APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS ++++++ +++++++++++ NATIVE SEED M I X POOL FENCING SITE WALL RE: CIVIL EDGE OF EXISTING TREES TO REMAIN 1 1 KEY MAP - PHASE ONE 1 r- \LV/'1J 1 VV1 FAL I L r-PYV L- F\ r - 1-%I IV 1 1 r., RE: ARCH. DRAWINGS ,ki NORTH A a ■ cit DESIGN AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue 07/16/2021 Sheet Title: PHASE 1B PLANTING Project No: 1722 Sheet No: L3.8 OVERALL PHASE ONE PLANTING SCHEDULE: DECIDUOUS TREES CODE BOTANICAL/ COMMON NAME CAL QTY (7'1� AG2 ACER GINNALA'FLAME' AMUR FLAME MAPLE 2" CAL B&B 2 V_v BLUE FESCUE GRASS AG3 ACER GINNALA 'FLAME' 3" CAL B&B 2 (7'1� ACHILLEA MILLEFOLIUM / COMMON YARROW AMUR FLAME MAPLE ACER GLABRUM ROCKY MOUNTAIN MAPLE 8' MIN. AGROPYRON RIPARIUM / STREAMBANK WHEATGRASS AM 4 1 GAL. 108 17 SF 0.052% PRAIRIE SKY SWITCH GRASS BROMUS MARGINATUS / MOUNTAIN BROME PT -M POPULUS TREMULOIDES 2.5" CAL B&B 3 SIZE QTY QUAKING ASPEN, MULTI -STEM POPULUS TREMULOIDES QUAKING ASPEN AN ACONITUM NAPELLUS 1 GAL. PT2 2" CAL B&B 34 MONKSHOOD DESCHAMPSIA CESPITOSA / TUFTED HAIR GRASS 0 0 0 0 0 o AV AQUILEGIA VULGARIS PT4 POPULUS TREMULOIDES 4" CAL. B&B 8 EUROPEAN COLUMBINE 199 SF QUAKING ASPEN BM EVERGREEN TREES CODE BOTANICAL/ COMMON NAME CAL QTY SIBERIAN BUGLOSS PE16 PICEA ENGLEMANII 14-16' B&B 6 1 GAL. 8 10% ENGLEMANN SPRUCE PICEA ENGLEMANNII ENGLEMANN SPRUCE 12' B&B 546 SF 1.65% PE8 1 DRYOPTERIS FILIX-MAS 'ROBUSTA' 1 GAL. 129 LINUM PERENNE LEWISII / BLUE FLAX 397 SF ROBUST MALE FERN PO PICEA OMORIKA SERBIAN SPRUCE 14-16' B&B 5 ECHINACEA PURPUREA 1 GAL. PICEA PUNGENS 14-16' B&B CONEFLOWER PP 2 IMI IMI IMI I GJ COLORADO BLUE SPRUCE 1 GAL. 28 III _III _III _III __III __III __III IIIIII PD8 PSEUDOTSUGA MENZIESII DOUGLAS FIR 12' B&B 5 O O O O O O O O O PD16 PSEUDOTSUGA MENZIESII DOUGLAS FIR 14-16' B&B 51 000000000000000000 O O O O O O O O O 000000000 000000000000000000 5 JOAN SENIOR DAYLILY 000000000000000000 000000000000000000 SHRUBS CODE BOTANICAL / COMMON NAME AMELANCHIER ALNIFOLIA STOLONIFERA CONT QTY AS 3 GAL. 16 SASKATOON HP Ag AMELANCHIER GRAN DI FLORA'AUTUMN BRILLIANCE' 5 GAL. 9 PALACE PURPLE CREVICE ALUMROOT AUTUMN BRILLIANCE SERVICEBERRY-MULTISTEM AG AMELANCHIER GRAN DI FLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY-MULTISTEM 5 GAL. 6 HSE CAF CORNUS SERICEA 'ARTIC FIRE' 5 GAL 76 ELEGANS PLANTAIN LILY ARTIC FIRE DOGWOOD HSF CFL CORNUS SERICEA'FLAVIRAMEA' 5 GAL 12 PLANTAIN LILY YELLOW TWIG DOGWOOD ° °°°° °°° °00°°°°0°°❑ MR JS JUNIPERUS SABINA 'BUFFALO' 5 GAL 17 ` BUFFALO JUNIPER 'nnnnc CREEPING MAHONIA PSB PHILADELPHUS X 'SNOWBELLE' 5 GAL. 58 SNOWBELLE MOCK ORANGE 0 ° ° ° ° 0 ° ° ° ° ° ° ❑ 0 0 ❑ O OSUMMER POS PHYSOCARPUS OPULIFOLIUS 'SEWARD' TM WINE NINEBARK 3 GAL. 15 PD PENSTEMON DIGITALIS 'TNPENDV' TM 1 GAL. 46 I-I-I-I-I-I-I-I-I-I-I-I-I-I-I ------------I-I-I 1�1'1�1�1�1�1�1�1�1�1�1�11 --1-1-I-I--------I-I-I L PM2 PINUS MUGO 'BIG TUNA' 5 GAL 1 • PENSTEMON MENSARUM BIG TUNA MUGO PINE 126 'nnnnn°c GRAND MESA BEARDTONGUE ` RFG PMP PINUS MUGO 'PUMILIO' 5 GAL 6 •\ GOLDSTURM CONEFLOWER DWARF MUGO PINE PERENNIAL AREAS CODE PK POTENTILLA FRUTICOSA 'KATHERINE DYKES' 3 GAL. 73 Df DRYOPTERIS FILIX-MAS 'ROBUSTA' KATHERINE DYKES BUSH CINQUEFOIL MALE ROBUST FERN PV PRUNUS VIRGINIANA WESTERN CHOKECHERRY 5 GAL 4 SIZE QTY AR AJUGA REPTANS 4" POT 441 SF RAG RHUS AROMATICA 'GRO-LOW' 3 GAL. 18 GRO-LOW FRAGRANT SUMAC RM ROSA 'MORDEN SUNRISE' 3 GAL. 26 4" POT 53 SF MORDEN SUNRISE SHRUB ROSE RW ROSA WOODSII 3 GAL. 31 WOOD'S ROSE SJG SPIRAEA JAPONICA 'GOLDFLAME' 3 GAL. 68 COLORATUS PURPLE WINTERCREEPER SPIREA GO SBL SPIRAEA X BUMALDA 'LIMEMOUND' TM 3 GAL. 11 SWEET WOODRUFF LIMEOUND SPIREA uw�u ula�u uw�u ula� VC SO SYMPHORICARPOS OCCIDENTALIS 3 GAL. 48 COMMON PERIWINKLE WESTERN SNOWBERRY VDB VIBURNUM DILATATUM 'BLUE MUFFIN' 3 GAL. 16 BLUE MUFFIN VIBURNUM ORNAMENTAL GRASSES CODE BOTANICAL / COMMON NAME CONT QTY NATIVE SEED MIX FSB FESTUCA 'SISKIYOU BLUE' 1 GAL. 59 OSISKIYOU BLUE FESCUE GRASS HS HELICTOTRICHON SEMPERVIRENS 1 GAL. 57 OBLUE ACHILLEA MILLEFOLIUM / COMMON YARROW OAT GRASS 0.052% AGROPYRON RIPARIUM / STREAMBANK WHEATGRASS PVP PANICUM VIRGATUM 'PRAIRIE SKY' 1 GAL. 108 17 SF 0.052% PRAIRIE SKY SWITCH GRASS BROMUS MARGINATUS / MOUNTAIN BROME 3,639 SF SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE QTY AN ACONITUM NAPELLUS 1 GAL. 66 CHRYSANTHEMUM MAXIMUM / MAX CHRYSANTHEMUM 199 SF MONKSHOOD DESCHAMPSIA CESPITOSA / TUFTED HAIR GRASS 0 0 0 0 0 o AV AQUILEGIA VULGARIS 1 GAL. 77 o o o o o o EUROPEAN COLUMBINE 199 SF 0.6% BM BRUNNERA MACROPHYLLA 1 GAL. 34 ELYMUS TRACHYCAULUS / SLENDER WHEATGRASS 6,617 SF SIBERIAN BUGLOSS ESCHSCHOLZIA CALIFORNICA / CALIFORNIA POPPY 199 SF DA DICENTRA SPECTABILIS 'ALBA' 1 GAL. 8 10% WHITE JAPANESE BLEEDING HEART 546 SF 1.65% DFR DRYOPTERIS FILIX-MAS 'ROBUSTA' 1 GAL. 129 LINUM PERENNE LEWISII / BLUE FLAX 397 SF ROBUST MALE FERN LUPINUS PERENNIS / WILD LUPINE 862 SF EP ECHINACEA PURPUREA 1 GAL. 63 0.6% CONEFLOWER 748 SF 2.26% IMI IMI IMI I GJ GERANIUM X'JOHNSON'S BLUE' 1 GAL. 28 III _III _III _III __III __III __III IIIIII 531 SF JOHNSON'S BLUE GERANIUM O O O O O O O O O HJ H E M E ROCALLIS X 'JOAN SENIOR' 1 GAL. 51 000000000000000000 O O O O O O O O O 000000000 000000000000000000 JOAN SENIOR DAYLILY 000000000000000000 000000000000000000 000000000000000000 HP HEUCHERA MICRANTHA'PALACE PURPLE' 1 GAL. 268 PALACE PURPLE CREVICE ALUMROOT HSE HOSTA SIEBOLDIANA'ELEGANS' 1 GAL. 19 ELEGANS PLANTAIN LILY HSF HOSTA SIEBOLDII 'FRANCES WILLIAMS' 1 GAL. 4 PLANTAIN LILY ° °°°° °°° °00°°°°0°°❑ MR MAHONIA REPENS 1 GAL. 163 CREEPING MAHONIA 0 ° ° ° ° 0 ° ° ° ° ° ° ❑ 0 0 ❑ O ------------I-I-I I -I -I -I -I -I -I -I -I -I -I -I -I -I -I PD PENSTEMON DIGITALIS 'TNPENDV' TM 1 GAL. 46 I-I-I-I-I-I-I-I-I-I-I-I-I-I-I ------------I-I-I 1�1'1�1�1�1�1�1�1�1�1�1�11 --1-1-I-I--------I-I-I DAKOTA VERDE BEARDTONGUE PM PENSTEMON MENSARUM 1 GAL. 126 GRAND MESA BEARDTONGUE ` RFG RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' 1 GAL. 59 GOLDSTURM CONEFLOWER PERENNIAL AREAS CODE BOTANICAL / COMMON NAME SIZE QTY Df DRYOPTERIS FILIX-MAS 'ROBUSTA' 1 GAL. 5 MALE ROBUST FERN GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE QTY AR AJUGA REPTANS 4" POT 441 SF CARPET BUGLE EF EUONYMUS FORTUNEI 'COLORATUS' 4" POT 53 SF COLORATUS PURPLE WINTERCREEPER GO GALIUM ODORATUM 4" POT 244 SF SWEET WOODRUFF uw�u ula�u uw�u ula� VC VINCA MINOR 4" POT 383 SF IuIU�IU,�lO�IY lulUIUIU,�IU�IY IulUIUIU,�lO�IY lulUlUlU,�10 IUlolo�irml�mlo�ir COMMON PERIWINKLE lumlumlo�ir I�mlumro IU IU IUIII�III�IV I(�IUIUIU�III�IY I(�IUIUIU�III�IY I(�IUIUIU�III ++++++ +++++++++++++++++++++++++ + NATIVE SEED MIX +++++++++++++ +++++++++++++ 26.50 LBS/PLS/ACRE ACHILLEA MILLEFOLIUM / COMMON YARROW 17 SF 0.052% AGROPYRON RIPARIUM / STREAMBANK WHEATGRASS 3,308 SF 10% AQUILEGIA VULGARIS / EUROPEAN COLUMBINE 17 SF 0.052% BROMUS MARGINATUS / MOUNTAIN BROME 3,639 SF 11% CENTAUREA CYANUS / BACHELOR'S BUTTON 199 SF 0.6% CHEIRANTHUS ALLIONII / SIBERIAN WILDFLOWER 993 SF 3% CHRYSANTHEMUM MAXIMUM / MAX CHRYSANTHEMUM 199 SF 0.6% DESCHAMPSIA CESPITOSA / TUFTED HAIR GRASS 3,308 SF 10% DIANTHUS BARBATUS / SWEET WILLIAM 556 SF 1.68% ECHINACEA PURPUREA / CONEFLOWER 199 SF 0.6% ELYMUS GLAUCUS / BLUE WILDRYE 3,308 SF 10% ELYMUS TRACHYCAULUS / SLENDER WHEATGRASS 6,617 SF 20% ESCHSCHOLZIA CALIFORNICA / CALIFORNIA POPPY 199 SF 0.6% FESTUCA OVINA / SHEEP FESCUE 3,308 SF 10% GAILLARDIA ARISTATA / BLANKET FLOWER 546 SF 1.65% GYPSOPHILA ELEGANS / SHOWY BABY'S BREATH 397 SF 1.2% LINUM PERENNE LEWISII / BLUE FLAX 397 SF 1.2% LUPINUS PERENNIS / WILD LUPINE 862 SF 2.606% PAPAVER RHOEAS / CORN POPPY 199 SF 0.6% PENSTEMON STRICTUS / ROCKY MOUNTAIN PENSTEMON 748 SF 2.26% POA ALPINA /ALPINE BLUEGRASS 3,308 SF 10% THERMOPSIS MONTANA / MOUNTAIN GOLDENBANNER 531 SF 1.606% TOTAL SQUARE FEET = 33,085 SF PLANTING NOTES: 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 2. CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLAN. ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE PROCEEDING WITH WORK. 3. CONTRACTOR SHALL USE LOCAL BEST MANAGEMENT PRACTICES FOR OBTAINING AND INSTALLING LANDSCAPE MATERIALS. 4. THE LANDSCAPE PLAN AND DETAILS ARE TO BE USED IN CONJUNCTION WITH THE CIVIL AND ARCHITECTURAL PLANS TO FORM COMPLETE INFORMATION REGARDING SITE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 5. ALL EXISTING IMPROVEMENTS TO REMAIN SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROM DAMAGE DURING CONSTRUCTION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE TO THE ORIGINAL CONDITION ANY EXISTING ITEMS THAT ARE DAMAGED OR DISTURBED IN ANY WAY. IF PLANTS ARE NOT AVAILABLE, NOTIFY OWNER FOR APPROVAL OF CHANGE BEFORE MAKING SUBSTITUTIONS. 6. IF THERE IS A DISCREPANCY BETWEEN THE PLANT COUNTS ON THE CALL -OUTS ON THE PLANS & THE ACTUAL NUMBER OF PLANT SYMBOLS DEPICTED ON THE PLANS, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ACTUAL NUMBER OF PLANTS AS SYMBOLICALLY DEPICTED ON THE PLANS. 7. CONTRACTOR TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO BEFORE DIGGING, INCLUDING BUT NOT LIMITED TO, TRENCHING AND SHRUB AND TREE PLANTING PITS. IF UTILITIES OCCUR AT LOCATIONS OF PROPOSED SHRUBS, OR WITHIN EIGHT (8) FEET OF PROPOSED TREES, THE CONTRACTOR SHALL REPORT SUCH CONDITIONS TO THE OWNER'S REPRESENTATIVE. DAMAGE TO EXISTING UTILITIES BY THE LANDSCAPE CONTRACTOR IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 8. ALL SHRUB BEDS AND SOD AREAS SHALL BE CONTAINED BY A 4" GREEN PRO STEEL EDGER, 316" THICK (OR APPROVED SUBSTITUTION), OR A CONCRETE CURB, WALK, OR OTHER SHRUB BED DEFINING ELEMENT - AS PER PLANS. 9. ALL PLANTING BEDS SHALL BE COVERED BY A SPECIFIED ROCK MULCH OR A SPECIFIED FIBROUS WOOD MULCH (OR APPROVED SUBSTITUTION). ALL BEDS AND TREES IN BEDS WILL HAVE 4" OF MULCH. DO NOT BURY ORNAMENTAL GRASSES WITH MULCH. MULCH SAMPLE SHALL BE APPROVED BY OWNER. SEE PLANTING DETAILS AND PLANTING PLANS. SHRUB BEDS SHALL RECEIVE A MIN. OF 4" FIR FIBER MULCH. GROUNDCOVER BEDS SHALL RECEIVE 3" FIR FIBER MULCH. 10. INSTALL FIR FIBER MULCH RING AROUND TREES IN TURF AREAS AS SHOWN ON PLANTING DETAIL. 11. SOD AREAS SHALL RECEIVE A MINIMUM OF 5 CU. YDS PER 1000 S.F. OF A-1 ORGANIC'S BIOCOMP, ORA WELL DECOMPOSED COMPOST APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. SHRUB BEDS SHALL RECEIVE A MINIMUM OF 4 CU. YDS. PER 1000 S.F. OF ONE OF THE ABOVE MATERIALS. ALL AMENDMENTS SHALL BE THOROUGHLY TILLED A MIN. OF 6" INTO THE SOIL. 12. LANDSCAPE CONTRACTOR TO REMOVE ALL ROCK AND DEBRIS OVER 1" IN SIZE AND REMOVED OFF-SITE. ALL MATERIALS SHALL BE DISPOSED OF OFF-SITE PER LOCAL CODES & REGULATIONS. 13. ROUGH GRADE AND FINISHED GRADING WILL BE PERFORMED BY OTHERS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AFTER SOIL AMENDMENT OPERATIONS TO ALLOW FOR MULCH AND SOD INSTALLATION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY POORLY DRAINED AREAS PRIOR TO COMMENCING WORK. 14. ALL TREES, SHRUBS, AND OTHER PLANT MATERIALS ARE TO BE APPROVED BY THE OWNER'S REP. PRIOR TO DELIVERY AND AGAIN AFTER DELIVERY TO SITE. ANY PLANT NOT MEETING APPROVAL MAY BE REJECTED AT ANY TIME PRIOR TO FINAL ACCEPTANCE. 15. IF PLANTS ARE NOT AVAILABLE, NOTIFY OWNER FOR APPROVAL OF CHANGE BEFORE MAKING SUBSTITUTIONS. 16. ALL PLANT MATERIAL LOCATIONS ARE TO BE STAKED BY THE CONTRACTOR FOR REVIEW BY THE OWNER'S REPRESENTATIVE. ALL ADJUSTMENTS SHALL BE MADE BY THE CONTRACTOR PRIOR TO INSTALLING PLANTS. THE CONTRACTOR SHALL NOT DIG PLANT PITS UNTIL LOCATIONS ARE APPROVED. 17. TREE BASKETS SHALL BE KEPT BY THE PLANTED TREE UNTIL VERIFIED BY THE OWNER'S REPRESENTATIVE. 18. ALL LANDSCAPE AREAS WILL BE IRRIGATED WITH A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 19. TREES AND SHRUBS SHALL NOT BE PLANTED CLOSER THAN 5 FT. FROM THE BUILDINGS (THIS IS LABELED ON THE PLANS AS A "5' DRY ZONE"). THERE SHALL BE NO IRRIGATION IN THE DRY ZONE. ALL SOD SHALL BE 10' FROM THE BUILDINGS. DO NOT OVERSPRAY INTO THE DRY ZONE. PLACE SPECIFIED WOOD MULCH IN DRY ZONE AREA UNLESS OTHERWISE NOTED ON PLANS. 20. SHRUB ROSE SPECIES TO BE DETERMINED DEPENDING ON AVAILABILITY AT TIME OF PLANTING AND MUST BE APPROVED BY AUTHORIZED OWNERS REPRESENTATIVE. A a ■ ( t DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: 07/16/2021 Sheet Title: PHASE 1 A &113 PLANTING SCHEDULE Project No: 1722 Sheet No: L3.9 PLANT LIST - THIS SHEET ONLY DECIDUOUS TREES CODE BOTANICAL / COMMON NAME CAL rT� AG2 ACER GINNALA 'FLAME' AMUR FLAME MAPLE 2" CAL B&B OSISKIYOU POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B&B PT2 HELICTOTRICHON SEMPERVIRENS 1 GAL. OBLUE EVERGREEN TREES CODE BOTANICAL / COMMON NAME CAL PANICUM VIRGATUM 'PRAIRIE SKY' PO PICEA OMORIKA SERBIAN SPRUCE 14-16' B&B PRAIRIE SKY SWITCH GRASS SHRUB AREAS CODE BOTANICAL/ COMMON NAME AQUILEGIA VULGARIS PP PICEA PUNGENS 14-16' B&B 1 GAL. o o o o o o COLORADO BLUE SPRUCE EUROPEAN COLUMBINE SHRUBS CODE BOTANICAL / COMMON NAME CONT 1 GAL. CAF CORNUS SERICEA 'ARTIC FIRE' 5 GAL + —� —� — ARTIC FIRE DOGWOOD 1 GAL. I�I� I�I� I�I� II JS JUNIPERUS SABINA 'BUFFALO' 5 GAL • L` HP BUFFALO JUNIPER ' nnn`c PALACE PURPLE CREVICE ALUMROOT PSB PHILADELPHUS X 'SNOWBELLE' 5 GAL. MAHONIA REPENS SNOWBELLE MOCK ORANGE ° ° ° ° ° 110116 ° ° ° ° ° ° ° MR POD PHYSOCARPUS OPULIFOLIUS 'DART'S GOLD' 3 GAL. YELLOW NINEBARK CREEPING MAHONIA POS PHYSOCARPUS OPULIFOLIUS 'SEWARD' TM 3 GAL. O SUMMER WINE NINEBARK PMP PINUS MUGO 'PUMILIO' 5 GAL _, •\ DWARF MUGO PINE PD 1 GAL. RM ROSA 'MORDEN SUNRISE' 3 GAL. `— MORDEN SUNRISE SHRUB ROSE 1 GAL. VD VIBURNUM DENTATUM 'ARROWWOOD' 3 GAL. C CODE ARROWWOOD VIBURNUM V w WO(VV w WO(VV w WWWIVV w W IuIUWIU�III�INIuIU4IU�III�INIuIU�IU�III�INIuIU�IU�III V1114u(fWq(Wul�mWi(WWWWVVIIIWi(fWW ORNAMENTAL GRASSES CODE BOTANICAL / COMMON NAME CONT FSB FESTUCA 'SISKIYOU BLUE' 1 GAL. OSISKIYOU BLUE FESCUE GRASS HS HELICTOTRICHON SEMPERVIRENS 1 GAL. OBLUE OAT GRASS PVP PANICUM VIRGATUM 'PRAIRIE SKY' 1 GAL. PRAIRIE SKY SWITCH GRASS SHRUB AREAS CODE BOTANICAL/ COMMON NAME AQUILEGIA VULGARIS SIZE 0 0 0 0 0 0 0 0 0 0 0 o AV 1 GAL. o o o o o o EUROPEAN COLUMBINE EP ECHINACEA PURPUREA 1 GAL. CONEFLOWER GERANIUM X'JOHNSON'S BLUE' —� —� — GJ 1 GAL. I�I� I�I� I�I� II JOHNSON'S BLUE GERANIUM HEUCHERA MICRANTHA'PALACE PURPLE' HP 1 GAL. ' PALACE PURPLE CREVICE ALUMROOT MAHONIA REPENS ° ° ° ° ° 110116 ° ° ° ° ° ° ° MR 1 GAL. 11 °°°°°°°°°❑ ❑°°°°°❑ ° CREEPING MAHONIA PENSTEMON DIGITALIS 'TNPENDV' TM ------------I—I—I I—I—I—I—I—I—I—I—I—I—I—I—I—I—I PD 1 GAL. I�I�I�I�I�I�I�I�I�I�I�I�I�I�II I�I�I�I�I�I�I�I�I�I�I�I�I�I�II —I—I—I—I—I—I—I—I—I—I—I—I—I—I—I DAKOTA VERDE BEARDTONGUE RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' `— RFG 1 GAL. GOLDSTURM CONEFLOWER BOTANICAL / COMMON NAME GROUND COVERS CODE SIZE V w WO(VV w WO(VV w WWWIVV w W IuIUWIU�III�INIuIU4IU�III�INIuIU�IU�III�INIuIU�IU�III V1114u(fWq(Wul�mWi(WWWWVVIIIWi(fWW VC VINCA MINOR 4" POT COMMON PERIWINKLE �mWu(WWq(W I�IUIII�III�IYIU,�III�III�IY��IU,�III�III�IY��IU,�lll�lll NOTE: 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. PLANTERS TYPE A AND TYPE B TO BE PLANTED WITH ANNUALS SEASONALLY BY BUILDING MAINTENANCE. 3. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. LEGEND KEY MAP - PHASE TWO PROPERTY LINE SETBACKS ■ ■ LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH L PROPOSED CONTOURS �— STONE VENEER WALL BOULDER RETAINING WALLS +++++++++++ NATIVE SEED M I X POOL FENCING SITE WALL EDGE OF EXISTING TREES TO REMAIN ■ ■ ki 1 1 ►o: . A a ■ cit DESIGN AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: 07/16/2021 Sheet Title: PHASE 2A PLANTING Project No: 1722 Sheet No: L110 PLANT LIST - THIS SHEET ONLY DECIDUOUS TREES CODE BOTANICAL/ COMMON NAME CAL AG2 ACER GINNALA 'FLAME' AMUR FLAME MAPLE 2" CAL B&B AG3 ACER GINNALA 'FLAME' 3" CAL B&B AMUR FLAME MAPLE Mx MALUS X 'SPRING SNOW' SPRING SNOW CRAB APPLE 2.5" CAL B&B POPULUS TREMULOIDES 2.5" CAL B&B PT -M rvll� QUAKING ASPEN, MULTI -STEM PT2 POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B&B CODE BOTANICAL / COMMON NAME EVERGREEN TREES CAL PO PICEA OMORIKA SERBIAN SPRUCE 14-16' B&B PICEA PUNGENS PP 14-16' B&B COLORADO BLUE SPRUCE SHRUBS CODE BOTANICAL / COMMON NAME CONT CAF CORNUS SERICEA 'ARTIC FIRE' 5 GAL + ARTIC FIRE DOGWOOD CORNUS SERICEA'FLAVIRAMEA' CFL 5 GAL YELLOW TWIG DOGWOOD JS JUNIPERUS SABINA 'BUFFALO' 5 GAL j,JVVLG • BUFFALO JUNIPER "nnV PSB PHILADELPHUS X 'SNOWBELLE' 5 GAL. SNOWBELLE MOCK ORANGE PMP PINUS MUGO 'PUMILIO' 5 GAL DWARF MUGO PINE \\ PK POTENTILLA FRUTICOSA'KATHERINE DYKES' 3 GAL. KATHERINE DYKES BUSH CINQUEFOIL ROSA 'MORDEN SUNRISE' RM 3 GAL. MORDEN SUNRISE SHRUB ROSE ROSA WOODSII RW 3 GAL. WOOD'S ROSE SPIRAEA JAPONICA 'GOLDFLAME' SJG 3 GAL. SPIREA VIBURNUM DILATATUM 'BLUE MUFFIN' VDB 3 GAL. BLUE MUFFIN VIBURNUM SHRUB AREAS CODE BOTANICAL/ COMMON NAME SIZE AN ACONITUM NAPELLUS 1 GAL. MONKSHOOD 0 0 0 0 0 0 0 0 0 o AV AQUILEGIA VULGARIS 1 GAL. o o o o o o o o o o EUROPEAN COLUMBINE EP ECHINACEA PURPUREA 1 GAL. CONEFLOWER GJ GERANIUM X'JOHNSON'S BLUE' 1 GAL. II II II II I� I� —IIIA JOHNSON'S BLUE GERANIUM 000000000000000 HJ H E M E RO CAL L I S X 'JOAN SENIOR' 1 GAL. O O O O O O O O 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O JOAN SENIOR DAYLILY 000000000000000 000000000000000 000000000000000 HP HEUCHERA MICRANTHA'PALACE PURPLE' 1 GAL. ' PALACE PURPLE CREVICE ALUMROOT ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑V20ill MR MAHONIA REPENS 1 GAL. ❑CREEPING ❑ ❑❑❑❑ ❑❑❑❑ ❑ ❑❑❑ MAHONIA ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ IIIIIIIIIIIII PD PENSTEMON DIGITALIS 'TNPENDV' TM 1 GAL. IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII DAKOTA VERDE BEARDTONGUE PM PENSTEMON MENSARUM 1 GAL. GRAND MESA BEARDTONGUE ` RFG RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' 1 GAL. GOLDSTURM CONEFLOWER GROUND COVERS CODE BOTANICAL / COMMON NAME AJUGA REPTANS SIZE AR 4" POT CARPET BUGLE VC VINCA MINOR 4" POT I�IU�III�III�IYI�IU�III�III�IYI�IU�III�III�IYI�I COMMON PERIWINKLE VoiolWlo�liKl�oiolWlo�liKl�oiol�lo�liKl�l IuIU�IU�III�INIuIU�IU�III�INIuIU�IU�III�INIuI ■ ■ LEGEND KEY MAP - PHASE TWO PROPERTY LINE SETBACKS ■ ■ LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH L PROPOSED CONTOURS +++++++++++ NOTE: STONE VENEER WALL BOULDER RETAINING WALLS NATIVE SEED MIX POOL FENCING SITE WALL EDGE OF EXISTING TREES TO REMAIN 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. PLANTERS TYPE A AND TYPE B TO BE PLANTED WITH ANNUALS SEASONALLY BY BUILDING MAINTENANCE. 3. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. 0' 10' 20' 30' 1 = 10' ■ A a ■ DESIGN . AB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970)766.1471 email: tab@vail.net www.tabassociates.com Seal Issue 07/16/2021 Sheet Title: PHASE 2A PLANTING PLAN Project No: 1722 Sheet No: L11 1 PLANT LIST - THIS SHEET ONLY DECIDUOUS TREES CODE BOTANICAL / COMMON NAME CAL AM ACER GLABRUM ROCKY MOUNTAIN MAPLE 8' MIN. PT2 POPULUS TREMULOIDES QUAKING ASPEN 2" CAL B&B EVERGREEN TREES CODE BOTANICAL / COMMON NAME CAL q) PD16 PSEUDOTSUGA MENZIESII DOUGLAS FIR 14-16' B&B SHRUBS CODE BOTANICAL / COMMON NAME PRUNUS VIRGINIANA WESTERN CHOKECHERRY CONT 5 GAL \ PV SYMPHORICARPOS OCCIDENTALIS 3 GAL. SO \ WESTERN SNOWBERRY 1 LEGEND PROPERTY LINE SETBACKS � ■ ■ LIMITS OF DISTURBANCE NOTE: KEY MAP - PHASE TWO APPROXIMATE CENTERLINE OF EXISTING DITCH I PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS NATIVE SEED MIX POOL FENCING SITE WALL EDGE OF EXISTING TREES TO REMAIN 1. PLANT QUANTITIES FOR THIS SPECIFIC LANDSCAPE AREA ARE AS SHOWN PER PLANT LIST TABLE, THIS SHEET. SEE PLANT LIST AND NOTES, SHEET L3.7 FOR OVERALL SITE SPECIES, QUANTITIES, AND LANDSCAPE UNIT REQUIREMENTS. 2. PLANT LABELS ARE FOR INCREASED CLARITY AND ARE INCLUDED WHERE POSSIBLE. CONTRACTOR TO VERIFY OVERALL PLANT COUNTS IN EACH AREA BASED ON THE PLANT LIST. SEE SHEET L3.11 • ---------- ' ------ ----------- ---------- -------- -- 1 TYPICAL STONE VENEER — � SITE RETAINING WALLS; 1 � ----- RE:CIVIL DRAWINGS ----------- -------- - - -- _ _ -- ---------- -- - W— -- — — -------------- W / J ---------- W - -- NOW-- ---- • SINGLE TRACK PRIVATE 1 HIKING TRAIL , 0' 10' 20' 30' 1 = 10' NORTH ■ ■ ■ DESIGN . IAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970)766.1471 email: tab@vail.net (97 0Jvg4 f3bem8ates.com Seal Issue Dates: 07/16/2021 Sheet Title: PHASE 2A PLANTING PLAN Project No. - 1722 Sheet No: L112 PLANT LIST - THIS SHEET ONLY DECIDUOUS TREES CODE BOTANICAL / COMMON NAME CAL AG2 ACER GINNALA 'FLAME' 2" CAL B&B (Ah AMUR FLAME MAPLE AT ALNUS INCANA TENUIFOLIA 8' MIN. THINLEAF ALDER PT -M POPULUS TREMULOIDES 2.5" CAL B&B QUAKING ASPEN, MULTI -STEM PT2 POPULUS TREMULOIDES 2" CAL B&B QUAKING ASPEN PX POPULUS X ACUMINATA 3" CAL B&B LANCELEAF COTTONWOOD EVERGREEN TREES CODE BOTANICAL / COMMON NAME CAL PP PICEA PUNGENS 14-16' B&B COLORADO BLUE SPRUCE PD8 PSEUDOTSUGA MENZIESII 12' B&B DOUGLAS FIR I Cr7lCnin ORNAMENTAL GRASSES CODE BOTANICAL/ COMMON NAME CONT O HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL. SHRUB AREAS CODE BOTANICAL / COMMON NAME SIZE AN ACONITUM NAPELLUS MONKSHOOD DRYOPTERIS FILIX-MAS'ROBUSTA' ROBUST MALE FERN 1 GAL. DFR 1 GAL. �� III III =III11,ki, � GJGERANIUM X'JOHNSON'S BLUE' JOHNSON'S BLUE GERANIUM 1 GAL. + + + + + + HSE HOSTA SIEBOLD IANA'ELEGANS' ELEGANS PLANTAIN LILY 1 GAL. ++++ Ll +++++++ ` RFG RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' GOLDSTURM CONEFLOWER 1 GAL. GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE GO GALIUM ODORATUM SWEET WOODRUFF 4" POT WIUIUIU�IU�IV�IIIIUIU�IU�IY�IUIUIU�IUWIY�IUIUIU�IU WIUVOwi(iWfW(UVOwi(iWfW(UVOwi(iWiu�lUlUm Ui �IIII�IU,�III�IY WIIII�IU,�III�IY WIIII�IU,�III�IY WIIII�IU�III VC VINCA MINOR COMMON PERIWINKLE 4" POT PROPERTY LINE SETBACKS LIMITS OF DISTURBANCE APPROXIMATE CENTERLINE OF EXISTING DITCH PROPOSED CONTOURS STONE VENEER WALL BOULDER RETAINING WALLS NATIVE SEED MIX POOL FENCING SITE WALL EDGE OF EXISTING TREES TO REMAIN KEY MAP - PHASE TWO BOTANICAL / COMMON NAME AMELANCHIER GRAN DI FLORA'AUTUMNBRILLIANCE' AUTUMN BRILLIANCE ■ ■ . ■ ■ ■ • • ■ ■ 1 ■ ■ 1 ■ / 1 • 1 CORNUS SERICEA'ARTIC FIRE' II ■ ■ DOGWOOD • 1 1 ■ 1 ■ 1 ■ ■ • ■ ■ 1 • : ■ 1 ■ 1 1 1 • 1 � � ■ 1 1 SUMMER WINE = ■ - - • WI -1119:1119 • 1 1 - 1 1 AllDO El: • • 3 GAL. i MP r ''� ► ' i ' ��' _ ;. ••ter-- - � _ � — - y - - .. _� '- - `ter - ,� .c `•.� 4► .•••� ,i�' . �► An Ilk • pr �: v�! •� ,i I� I I - � _ 6 1 � VIII -, •f i� _�� '� __ VIII . � � �,� � _. __ III■II■I■ � - y - -- - .- �,-/ -. ,, � '�� ;�:� ■■■ Bei=� , - — I pawl, 1 1 MIMFMM �' �� '': ` ;;,t �■tel■ ■_■ �� �� �� � _ , ---- ■ ■ 4 AN 1 x MEME 30 '18#11110 MEN _ IIIII■IIIIII�, ` ■■I� U I � .� _ . • � � • � � ► III ♦ !\\\\�1�� � II I • ► � ► • • • ■®I � Iii I • —� � -a I • , • � • • • III �_ i- • t�j-.t- •t - \ . I ��� - II �•4y�•�.Al��y v ! �) n �- ) ' L�ILJI 11 '' I 1' Ilul�l - ,. �. � aN•,t:■■ IIIA .. �� �I��i�il .,NN � ; .tet, ♦ .� l � - , ----- ® �� � ---- - "�( �I•t•-t•:�t•s•"-a • '~ ,%.: , _ _ .• _ ' I ten_ �� � •� ����I���� !� ��•t�t��ti.fit ♦ ► � ■ ,_ � , ` �s4�•t S, ��1.1-1i f�� �1 1�- ill/ r� iR \011 II • ��� I1��'���I,l�I1II I�I II��' ��► I 1_�`�.� I1,� '' �1L_�_I.I. � \ ��1 W ow IN ■ �_--,--- - - —-- - IIIII� ��1■111�111�11111,:,1 .111�1111111� _111111 111111'1■11111 -! � ����■�1_ 1i1■1■ ��I�■�■ ■ I I ��► .�,►z 1 1 1 1 1 1 �� 1 1 1 1 1_I L 1�_ � J 11, ��11Mimi ®I-1%■�11+�'�l.11� ��,------_-----r,�,�� ■■■■■_■ ■x;,1'1■illy :�-�11 � ,,•����1 1 I III■1■hl�®■1■1■1■1■1■1�� J 1 1�' ! 1■1�� .� �1.1 ,� �i,� . 1 1 1 1 1 •.1 1 I �-,� � ' 1—'1'I I'�I_II■1'�� �!!!►��'1'IJI' - I��N I�I�III�III�I"�lilill_ � '1�1��'1�1�'���11���1�1�� _■_�111111■_■_11�1■_�1��� �■a1■_11i1�1 ■■_�_e__- F ssociates DESIGN rds Village Blvd. uite 210 ds, CO 8132 766-1470 70)766.1471 tab@vail.net ssociates.com Issue Dates: 07/16/2021 Sheet Title: PHASE 213 PLANTING PLAN Project No: 1722 Sheet No: L117 OVERALL PHASE TWO PLANTING SCHEDULE DECIDUOUS TREES CODE BOTANICAL / COMMON NAME CAL QTY (7_� AG2 ACER GINNALA'FLAME' AMUR FLAME MAPLE 2" CAL B&B 6 VV BLUE FESCUE GRASS HELICTOTRICHON SEMPERVIRENS CENTAUREA CYANUS / BACHELOR'S BUTTON 40 SF 0.6% 1 GAL. AG3 ACER GINNALA'FLAME' 3" CAL B&B 2 0.6% DESCHAMPSIA CESPITOSA / TUFTED HAIR GRASS AMUR FLAME MAPLE ACER GLABRUM ROCKY MOUNTAIN MAPLE 8' MIN. 1 GAL. 15 AM 2 PRAIRIE SKY SWITCH GRASS 0.6% ELYMUS GLAUCUS / BLUE WILDRYE SHRUB AREAS 10% BOTANICAL / COMMON NAME AT ALNUS INCANA TENUIFOLIA 8' MIN. 6 QTY FESTUCA OVINA / SHEEP FESCUE THINLEAF ALDER MALUS X 'SPRING SNOW' SPRING SNOW CRAB APPLE 2.5" CAL B&B 1 GAL. 43 Mx 3 MONKSHOOD 1.2% LINUM PERENNE LEWISII / BLUE FLAX a a a a a a AV AQUILEGIA VULGARIS PT -M POPULUS TREMULOIDES 2.5" CAL B&B 5 EUROPEAN COLUMBINE PENSTEMON STRICTUS / ROCKY MOUNTAIN PENSTEMON QUAKING ASPEN, MULTI -STEM POPULUS TREMULOIDES QUAKING ASPEN 2.26% DFR DRYOPTERIS FILIX-MAS 'ROBUSTA' PT2 2" CAL B&B 24 1.606% ROBUST MALE FERN EP PX POPULUS X ACUMINATA 3" CAL B&B 6 CONEFLOWER LANCELEAF COTTONWOOD EVERGREEN TREES CODE BOTANICAL / COMMON NAME CAL QTY PO PICEA OMORIKA SERBIAN SPRUCE 14-16' B&B 2 HJ H E M E RO CAL L I S X 'JOAN SENIOR' PICEA PUNGENS 14-16' B&B O O O O O O O O O 000000000 O O O O O O O O O 000000000000000000 PP 7 000000000000000000 000000000000000000 COLORADO BLUE SPRUCE PD8 PSEUDOTSUGA MENZIESII DOUGLAS FIR 12' B&B 1 PD16 PSEUDOTSUGA MENZIESII DOUGLAS FIR 14-16' B&B 1 GAL. 35 1 PALACE PURPLE CREVICE ALUMROOT SHRUBS CODE BOTANICAL / COMMON NAME AMELANCHIER GRAN DIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY-MULTISTEM CONT 5 GAL. QTY AG 5 CORNUS SERICEA 'ARTIC FIRE' 5 GAL 1 GAL. 10 CAF 14 ELEGANS PLANTAIN LILY ARTIC FIRE DOGWOOD CORNUS SERI CEA 'FLAVIRAMEA' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ MR MAHONIA REPENS CFL 5 GAL 2 WYELLOW TWIG DOGWOOD JUNIPERUS SABINA 'BUFFALO' ❑❑❑❑ ❑ ❑❑❑❑ ❑❑❑ ❑❑❑❑❑ JS 5 GAL 10 L • BUFFALO JUNIPER °nnnoc PHILADELPHUS X 'SNOWBELLE' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PSB 5 GAL. 16 ==--------- -I-I-I I -I -I -I -I -I -I -I -I -I -I -I -I SNOWBELLE MOCK ORANGE PENSTEMON DIGITALIS 'TNPENDV' TM 1 GAL. 11 POD PHYSOCARPUS OPULIFOLIUS 'DART'S GOLD' YELLOW NINEBARK 3 GAL. 9 PM PENSTEMON MENSARUM 1 GAL. OSUMMER POS PHYSOCARPUS OPULIFOLIUS 'SEWARD' TM WINE NINEBARK 3 GAL. 11 ` RFG RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' 1 GAL. 85 PMP PINUS MUGO 'PUMILIO' 5 GAL 6 •\ GROUND COVERS DWARF MUGO PINE POTENTILLA FRUTICOSA 'KATHERINE DYKES' BOTANICAL / COMMON NAME SIZE QTY PK 3 GAL. 19 4" POT 12 SF KATHERINE DYKES BUSH CINQUEFOIL PRUNUS VIRGINIANA WESTERN CHOKECHERRY CARPET BUGLE PV 5 GAL 7 GALIUM ODORATUM 4" POT ROSA 'MORDEN SUNRISE' SWEET WOODRUFF RM 3 GAL. 21 VC VINCA MINOR MORDEN SUNRISE SHRUB ROSE ROSA WOODS 11 227 SF �IIl�I11IVW�IIl�I11��IVI�WW14 III�u�lo�WV(l RW 3 GAL. 12 �lo�uiluml�VWW(fWuiluoil�u�Wm�W WOOD'S ROSE SPIRAEA JAPONICA 'GOLDFLAME' �Ill�llllullll�ul�lll�llllullll�u(�Ill�llllullll�u(�I11�IIIISll11 SJG 3 GAL. 19 SPIREA SO SYMPHORICARPOS OCCIDENTALIS 3 GAL. 13 WESTERN SNOWBERRY VD VIBURNUM DENTATUM 'ARROWWOOD' 3 GAL. 5 ARROWWOOD VIBURNUM VDB VIBURNUM DILATATUM 'BLUE MUFFIN' 3 GAL. 11 BLUE MUFFIN VIBURNUM ORNAMENTAL GRASSES CODE BOTANICAL / COMMON NAME FESTUCA 'SISKIYOU BLUE' CONT QTY 10% FSB 1 GAL. 5 OSISKIYOU HS BLUE FESCUE GRASS HELICTOTRICHON SEMPERVIRENS CENTAUREA CYANUS / BACHELOR'S BUTTON 40 SF 0.6% 1 GAL. 40 OBLUE CHRYSANTHEMUM MAXIMUM / MAX CHRYSANTHEMUM OAT GRASS PANICUM VIRGATUM 'PRAIRIE SKY' 0.6% DESCHAMPSIA CESPITOSA / TUFTED HAIR GRASS 665 SF PVP 1 GAL. 15 1.68% ECHINACEA PURPUREA / CONEFLOWER PRAIRIE SKY SWITCH GRASS 0.6% ELYMUS GLAUCUS / BLUE WILDRYE SHRUB AREAS 10% BOTANICAL / COMMON NAME 1,330 SF 20% CODE SIZE QTY FESTUCA OVINA / SHEEP FESCUE AN ACONITUM NAPELLUS 1 GAL. 43 1.65% GYPSOPHILA ELEGANS / SHOWY BABY'S BREATH MONKSHOOD 1.2% LINUM PERENNE LEWISII / BLUE FLAX a a a a a a AV AQUILEGIA VULGARIS 1 GAL. 55 o o o o o o 40 SF EUROPEAN COLUMBINE PENSTEMON STRICTUS / ROCKY MOUNTAIN PENSTEMON 150 SF 2.26% DFR DRYOPTERIS FILIX-MAS 'ROBUSTA' 1 GAL. 60 107 SF 1.606% ROBUST MALE FERN EP ECHINACEA PURPUREA 1 GAL. 52 CONEFLOWER GJ GERANIUM X'JOHNSON'S BLUE' 1 GAL. 59 JOHNSON'S BLUE GERANIUM 000000000000000000 HJ H E M E RO CAL L I S X 'JOAN SENIOR' 1 GAL. 13 O O O O O O O O O 000000000 O O O O O O O O O 000000000000000000 JOAN SENIOR DAYLILY 000000000000000000 000000000000000000 000000000000000000 HP HEUCHERA MICRANTHA'PALACE PURPLE' 1 GAL. 35 ' PALACE PURPLE CREVICE ALUMROOT HSE HOSTA SIEBOLDIANA'ELEGANS' 1 GAL. 10 ----------------- ELEGANS PLANTAIN LILY ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ MR MAHONIA REPENS 1 GAL. 24 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑ ❑ ❑❑❑❑ ❑❑❑ ❑❑❑❑❑ CREEPING MAHONIA ❑❑❑❑ ❑ ❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L, [_❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ==--------- -I-I-I I -I -I -I -I -I -I -I -I -I -I -I -I PD PENSTEMON DIGITALIS 'TNPENDV' TM 1 GAL. 11 - I -I -I -I -I -I -I -I -I -I -I -I _------I-I-I _-IIII�I�I�I�I�I�I�I�I�I�I�I ------------ DAKOTA VERDE BEARDTONGUE PM PENSTEMON MENSARUM 1 GAL. 24 GRAND MESA BEARDTONGUE ` RFG RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' 1 GAL. 85 GOLDSTURM CONEFLOWER GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE QTY AR AJUGA REPTANS 4" POT 12 SF CARPET BUGLE GO GALIUM ODORATUM 4" POT 94 SF SWEET WOODRUFF u Blau a aWuru�wu ul 10�IV��W�IIl�I11�IIV VC VINCA MINOR 4" POT 227 SF �IIl�I11IVW�IIl�I11��IVI�WW14 III�u�lo�WV(l COMMON PERIWINKLE �lo�uiluml�VWW(fWuiluoil�u�Wm�W �Ill�llllullll�ul�lll�llllullll�u(�Ill�llllullll�u(�I11�IIIISll11 + + + + + + ++++++++ ++++++ NATIVE SEED MIX +++++ ++++++++++++++ 26.50 LBS/PLS/ACRE ACHILLEA MILLEFOLIUM / COMMON YARROW 3 SF 0.052% AGROPYRON RIPARIUM / STREAMBANK WHEATGRASS 665 SF 10% AQUILEGIA VULGARIS / EUROPEAN COLUMBINE 3 SF 0.052% BROMUS MARGINATUS / MOUNTAIN BROME 731 SF 11% CENTAUREA CYANUS / BACHELOR'S BUTTON 40 SF 0.6% CHEIRANTHUS ALLIONII / SIBERIAN WILDFLOWER 199 SF 3% CHRYSANTHEMUM MAXIMUM / MAX CHRYSANTHEMUM 40 SF 0.6% DESCHAMPSIA CESPITOSA / TUFTED HAIR GRASS 665 SF 10% DIANTHUS BARBATUS / SWEET WILLIAM 112 SF 1.68% ECHINACEA PURPUREA / CONEFLOWER 40 SF 0.6% ELYMUS GLAUCUS / BLUE WILDRYE 665 SF 10% ELYMUS TRACHYCAULUS / SLENDER WHEATGRASS 1,330 SF 20% ESCHSCHOLZIA CALIFORNICA / CALIFORNIA POPPY 40 SF 0.6% FESTUCA OVINA / SHEEP FESCUE 665 SF 10% GAILLARDIA ARISTATA / BLANKET FLOWER 110 SF 1.65% GYPSOPHILA ELEGANS / SHOWY BABY'S BREATH 80 SF 1.2% LINUM PERENNE LEWISII / BLUE FLAX 80 SF 1.2% LUPINUS PERENNIS / WILD LUPINE 173 SF 2.606% PAPAVER RHOEAS / CORN POPPY 40 SF 0.6% PENSTEMON STRICTUS / ROCKY MOUNTAIN PENSTEMON 150 SF 2.26% POA ALPINA / ALPINE BLUEGRASS 665 SF 10% THERMOPSIS MONTANA/ MOUNTAIN GOLDENBANNER 107 SF 1.606% TOTAL SQUARE FEET = 6,649 SF PLANTING NOTES: 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 2. CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLAN. ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE PROCEEDING WITH WORK. 3. CONTRACTOR SHALL USE LOCAL BEST MANAGEMENT PRACTICES FOR OBTAINING AND INSTALLING LANDSCAPE MATERIALS. 4. THE LANDSCAPE PLAN AND DETAILS ARE TO BE USED IN CONJUNCTION WITH THE CIVIL AND ARCHITECTURAL PLANS TO FORM COMPLETE INFORMATION REGARDING SITE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 5. ALL EXISTING IMPROVEMENTS TO REMAIN SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROM DAMAGE DURING CONSTRUCTION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE TO THE ORIGINAL CONDITION ANY EXISTING ITEMS THAT ARE DAMAGED OR DISTURBED IN ANY WAY. IF PLANTS ARE NOT AVAILABLE, NOTIFY OWNER FOR APPROVAL OF CHANGE BEFORE MAKING SUBSTITUTIONS. 6. IF THERE IS A DISCREPANCY BETWEEN THE PLANT COUNTS ON THE CALL -OUTS ON THE PLANS & THE ACTUAL NUMBER OF PLANT SYMBOLS DEPICTED ON THE PLANS, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ACTUAL NUMBER OF PLANTS AS SYMBOLICALLY DEPICTED ON THE PLANS. 7. CONTRACTOR TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO BEFORE DIGGING, INCLUDING BUT NOT LIMITED TO, TRENCHING AND SHRUB AND TREE PLANTING PITS. IF UTILITIES OCCUR AT LOCATIONS OF PROPOSED SHRUBS, OR WITHIN EIGHT (8) FEET OF PROPOSED TREES, THE CONTRACTOR SHALL REPORT SUCH CONDITIONS TO THE OWNER'S REPRESENTATIVE. DAMAGE TO EXISTING UTILITIES BY THE LANDSCAPE CONTRACTOR IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 8. ALL SHRUB BEDS AND SOD AREAS SHALL BE CONTAINED BY A 4" GREEN PRO STEEL EDGER, 316" THICK (OR APPROVED SUBSTITUTION), OR A CONCRETE CURB, WALK, OR OTHER SHRUB BED DEFINING ELEMENT - AS PER PLANS. 9. ALL PLANTING BEDS SHALL BE COVERED BY A SPECIFIED ROCK MULCH OR A SPECIFIED FIBROUS WOOD MULCH (OR APPROVED SUBSTITUTION). ALL BEDS AND TREES IN BEDS WILL HAVE 4" OF MULCH. DO NOT BURY ORNAMENTAL GRASSES WITH MULCH. MULCH SAMPLE SHALL BE APPROVED BY OWNER. SEE PLANTING DETAILS AND PLANTING PLANS. SHRUB BEDS SHALL RECEIVE A MIN. OF 4" FIR FIBER MULCH. GROUNDCOVER BEDS SHALL RECEIVE 3" FIR FIBER MULCH. 10. INSTALL FIR FIBER MULCH RING AROUND TREES IN TURF AREAS AS SHOWN ON PLANTING DETAIL. 11. SOD AREAS SHALL RECEIVE A MINIMUM OF 5 CU. YDS PER 1000 S.F. OF A-1 ORGANIC'S BIOCOMP, ORA WELL DECOMPOSED COMPOST APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. SHRUB BEDS SHALL RECEIVE A MINIMUM OF 4 CU. YDS. PER 1000 S.F. OF ONE OF THE ABOVE MATERIALS. ALL AMENDMENTS SHALL BE THOROUGHLY TILLED A MIN. OF 6" INTO THE SOIL. 12. LANDSCAPE CONTRACTOR TO REMOVE ALL ROCK AND DEBRIS OVER 1" IN SIZE AND REMOVED OFF-SITE. ALL MATERIALS SHALL BE DISPOSED OF OFF-SITE PER LOCAL CODES & REGULATIONS. 13. ROUGH GRADE AND FINISHED GRADING WILL BE PERFORMED BY OTHERS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AFTER SOIL AMENDMENT OPERATIONS TO ALLOW FOR MULCH AND SOD INSTALLATION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY POORLY DRAINED AREAS PRIOR TO COMMENCING WORK. 14. ALL TREES, SHRUBS, AND OTHER PLANT MATERIALS ARE TO BE APPROVED BY THE OWNER'S REP. PRIOR TO DELIVERY AND AGAIN AFTER DELIVERY TO SITE. ANY PLANT NOT MEETING APPROVAL MAY BE REJECTED AT ANY TIME PRIOR TO FINAL ACCEPTANCE. 15. IF PLANTS ARE NOT AVAILABLE, NOTIFY OWNER FOR APPROVAL OF CHANGE BEFORE MAKING SUBSTITUTIONS. 16. ALL PLANT MATERIAL LOCATIONS ARE TO BE STAKED BY THE CONTRACTOR FOR REVIEW BY THE OWNER'S REPRESENTATIVE. ALL ADJUSTMENTS SHALL BE MADE BY THE CONTRACTOR PRIOR TO INSTALLING PLANTS. THE CONTRACTOR SHALL NOT DIG PLANT PITS UNTIL LOCATIONS ARE APPROVED. 17. TREE BASKETS SHALL BE KEPT BY THE PLANTED TREE UNTIL VERIFIED BY THE OWNER'S REPRESENTATIVE. 18. ALL LANDSCAPE AREAS WILL BE IRRIGATED WITH A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 19. TREES AND SHRUBS SHALL NOT BE PLANTED CLOSER THAN 5 FT. FROM THE BUILDINGS (THIS IS LABELED ON THE PLANS AS A "5' DRY ZONE"). THERE SHALL BE NO IRRIGATION IN THE DRY ZONE. ALL SOD SHALL BE 10' FROM THE BUILDINGS. DO NOT OVERSPRAY INTO THE DRY ZONE. PLACE SPECIFIED WOOD MULCH IN DRY ZONE AREA UNLESS OTHERWISE NOTED ON PLANS. 20. SHRUB ROSE SPECIES TO BE DETERMINED DEPENDING ON AVAILABILITY AT TIME OF PLANTING AND MUST BE APPROVED BY AUTHORIZED OWNERS REPRESENTATIVE. A a ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: 07/16/2021 Sheet Title: PHASE 2A & 213 PLANTING SCHEDULE F1Project No: 722 Sheet No: L119 DIRECTORY IRRIGATION IRRIGATION IRRIGATION IRRIGATION IRRIGATION NOTES SCHEDULE PLANS DETAILS DETAILS IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. DESCRIPTION DETAIL NO. GGGO HUNTER HUNTER PR05-06-GV-PR540 WITH PRO -SPRAY NOZZLE PROS-06-GV-PR540 WITH PRO -SPRAY 55T, CORNER NOZZLE POPUP SPRAY HEAD POPUP SPRAY HEAD 13 L R 50 13 4� o O ■ v R HUNTER PRO5-12-GV-PR540 WITH PRO -SPRAY NOZZLE HI -POP SPRAY HEAD 14 HUNTER PRO5-12-GV-PR540 WITH PRO-5PRAY 55T, CORNER NOZZLE HI -POP SPRAY HEAD 14 O p HUNTER 1-20-12 WITH # NOZZLE HI -POP GEAR DRIVEN ROTOR 15 0.51 acre-feet HUNTER ICV ELECTRIC CONTROL VALVE 8 V HUNTER HQ -44 -LRC, QUICK GOUPLIN6 VALVE 10 OA kNEATHERMATIC WEATHERMATIC 5L4500 WITH 5LPED-ENG-M SLW5 (WIRELE55) ELECTRIC CONTROLLER 3 4 Total Irrigated Area: 35,703 Sq.Ft. WEATHER 5EN50R DEVICE Permanent Irrigated Area: 12,858 Sq.Ft. FEBCO 525YA WITH WATTS 223 -HP PRV RP BACKFLOW PREVENTER 1 N/5 6UARD51­IACK 65-1 BACKFLOW PREVENTER ENCL05URE 2 N/5 OLDCA5TLE / CARSON REFER TO SPECIFICATIONS AND DETAILS VALVE BOXES VARIOUS N/5 MATCO 201X MANUAL DRAIN VALVE 7 FS HUNTER WEATHERMATIC TORO HUNTER LINE 51ZE - 2%2" AND SMALLER ICV-AS-ADJ 5LF51-TlO - 1" SCHEDULE 40 - 2%2" a SMALLER #100 N5F GLASS 160 GATE VALVE q MASTER CONTROL VALVE 6 5 FLOW SENSOR PVC, MAINLINE 11 POLY LATERAL 11 PVC SLEEVIN6 12 ® ® BLUE STRIPE POLY DRIP TUBING 3/4" MIN. WIDTH 16,17 $ 15 ICZ-101-40 DRIP VALVE A55EMBLY 16 DRIP LINE BLOW-OUT STUB DRIP EMITTERS WATER METER 17 N/5 RAIN BIRD XERI-BUG 15 MO CONTROLLER $ STATION NO. CONTROL VALVE 51ZE �(controller) NUMBER OF SPARE WIRE5 - 2 CONTROL AND 1 SPARE WIRES TO WHICH CONTROLLER - SEE CONSTRUCTION NOTES IRRIGATION DESIGN STRATEGY HATCH DESCRIPTION AREAS < 25' AREAS > 25' Date prepared: 13 -Jul -21 NATIVE ORA55 12" POPUP SPRAY 12" ROTOR Water Peak Season TREES $ 5HRUB5 POINT 5OURCE DRIP POINT 5OURCE DRIP (gallons) (GPM) PERENNIALS $ GROUND COVERS INLINE 5U55URFACE DRIP INLINE 5U55URFACE DRIP 37,462 Spray Irrigated July 2.86 *5ELEGTION OF POINT SOURCE DRIP OR INLINE SUBSURFACE DRIP MAY BE DETERMINED BY PLANT DENSITY, GROWTH HABIT OR LOCATION RATHER THAN AREA DIMENSIONS. Project Name: Beaver Creek Mountainside Condominiums & Townhomes Project Location: Avon, CO 88 PRESSURE REQUIRED Tap Description: Tap 1 TAP/METER SIZE 111 Date prepared: 13 -Jul -21 Seasonal Water Use and Peak Flow Projections Prepared By HydroSystems-KDI, Inc. Irrigated Water Peak Season Area Application Rate Application Projected Demand Description (Acre) Month (in/mo/sqft) (gallons) (GPM) May 2.00 28,524 Native Seed Mix 0.52 June 2.63 37,462 Spray Irrigated July 2.86 40,748 8.5 August 2.43 34,636 September 1.80 25,632 Irrigation Season Totals 11.73 167,002 0.51 acre-feet May 2.41 19,324 Shrubs & Trees 0.30 June 3.17 25,380 Drip Irrigated July 3.44 27,606 5.8 August 2.93 23,465 September 2.17 17,365 Irrigation Season Totals 14.12 113,141 0.35 acre-feet Total Irrigated Area: 35,703 Sq.Ft. 0.82 Acres Permanent Irrigated Area: 12,858 Sq.Ft. Temporary Irrigated Area: 22,845 Sq.Ft. Water Use per Year: 280,143 Gallons 0.86 Acre-feet Average Water per Year: 7.85 Gallons/SgFt 12.59 Inches/SgFt Peak Season Monthly Water Use: 68,354 Gallons 0.21 Acre-feet Average Peak Season Flow: 14 GPM Required Tap Size: 1 Inches Projections are based on a three day per week, six hour per day, peak season watering schedule. Peak season application for Turf is 1.94" per week. Peak season application for Native Seed Mix is 0.65" per week. Peak season application for Shrubs & Trees is 0.78" per week. IRRIGATION DEVELOPMENT DESIGN NOTES 1. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE PEAK SEASON IRRIGATION WITHIN AN THREE NIGHT, SIX HOUR PER NIGHT WATERING PERIOD. IRRIGATION SHALL OCCUR BETWEEN THE HOURS OF 10:00 PM AND 4:00 AM. 2. THE MAINLINE SYSTEM WILL BE DESIGNED SUCH THAT VELOCITIES WITHIN THE MAINLINE PIPING DO NOT EXCEED FIVE FEET PER SECOND. 3. THE MAXIMUM FLOW RATE REQUIRED FOR THE SITE 15 15 GPM. THE STATIC PRESSURE AVAILABLE AT THE SITE 15 175. 4. THE IRRIGATION INFORMATION 51­10WN ON THESE PLANS IS CONCEPTUAL. 5. IRRIGATION DESIGN APPROACH 5.1. TURF AREAS 5.1.1. SMALL AREAS (25 FEET WIDE OR LESS) SHALL BE IRRIGATED WITH FIXED NOZZLE POP-UP SPRAY HEADS WITH MATCHED PRECIPITATION NOZZLES. NOZZLES SHALL BE SIZES TO PROVIDE HEAD TO HEAD GOVERAOE. 5.1.2. LARGE TURF AREAS (WIDER THAN 25 FEET) SHALL BE IRRIGATED WITH GEAR DRIVEN ROTOR HEADS WITH A MINIMUM PRECIPITATION RATE OF .45" PER HOUR FOR A FULL CIRCLE HEAD. 5.2. SHRUB BED AREAS - BED AREAS WITH PLANT MATERIAL ONE GALLON IN 51ZE OR LARGER SHALL BE DRIP IRRIGATED. 5.3. PERENNIAL AND ANNUAL BED AREAS - PERENNIAL AND ANNUAL BED AREAS SHALL BE SPRAY IRRIGATED WITH 12" POP-UP SPRAY HEADS WITH A MAXIMUM 5PAGIN6 OF 10' O.G. OR IN AREAS ARE LESS THAN 10 FT. WIDE SHALL BE IRRIGATED WITH 5UB5URFAGE IRRIGATION. 6. IRRIGATION SYSTEM SHALL BE FULLY AUTOMATIC AND INCLUDE A WEATHER SENSING DEVICE. Beaver Creek Mountainside TAP # 1 88 PRESSURE REQUIRED 176 PRESSURE AVAILABLE TAP/METER SIZE 111 18 GPM MAXIMUM FLOW IR1.0 IR1.0 I R1.1 R1.2 a Know what's below. IR1.3 Call before you dig. CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 14 Hydrb- ystems Irrigation Consulting & Water Management 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Issue Dates: 07/16/2021 Sheet Title: IRRIGATION NOTES & SCHEDULE Project No: 1722 Sheet No: IR1.0 CONTROLLER LOCATION "A" e • / ++ + + -+++++/+++++ lt) �• 1 + + + + + + +• ++++ �.� ++++ 7 o ++� + + +• + + GV + + •� + + + + /ice • + + +•+ /i T. �• * ++++ •+ (1)4"(1)2 + + �l moi! (1)2" 1)4"( �k� , IY+I•+ / + + +++++.++ f. A + + + + + 4 + + + + • i (1)2' +♦ + + + + ++ / + + + � + + T + + y + Y + %Vl*+ + + + � +.+ + ♦ + + + + +++ ++ 11+ +++ +++.,++ ++++ ++ +++ +++ + ,��*+ + + + + + + ++ + -�-,- + + + /, + + 1..+- + + (1)2" / + + + w + + +•+ + ♦ + + 1 � + + ++ +++44 ++ ++ + . + + + ♦ *A *4.+•�+ + (1)4; j)200 14 + *00 � 11)4'Y1� w 00 DIRECTORY IRRIGATION NOTES I R1.0 IRRIGATION SCHEDULE IR1.0 IRRIGATION PLANS I R1.1 IRRIGATION DETAILS I R1.2 IRRIGATION DETAILS I R1.3 POINT OF CONNECTION #1 — 1" PEAK FLOW REQUIREMENT: 18 GPM. REQUIRED STATIC PRESSURE: 88 PSI +' + Know what's below. Call before you dig. CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. / vii' VdY H ro stems Irrigation Consulting & Water Management 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com 0' 7.5' 15' 30' SCALE: 1" = 30' 6 Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal Revisions: JNol Description Date Issue Dates: 07/16/2021 Sheet Title: IRRIGATION PLAN Project No: 1722 Sheet No: IR1 ol NOTE: • CONCRETE PAD PENETRATIONS TO BE 1" LARGER THAN TUBING DIAMETER. • REFER TO ENCLOSURE DETAIL FOR CONCRETE PAD DIMENSIONS. • DIAMETER OF FITTIN65, NIPPLE AND TUBING SHALL EQUAL DIAMETER OF BACKFLOW PREVENTER UNLE55 NOTED OTHERWI5E. BRONZE UNION - 5Wx5W 6" THICK CONCRETE PAD - LENGTH AS REQUIRED, 30" MIN. WIDTH. TOP OF SLAB TO BE 1" ABOVE FINISH GRADE. ADJUSTABLE CAST IRON STOP BOX - TYLER OR EQUAL EQ 1=1-X111---- --- SII —1111= III IIII= � IIII — PROTECTIVE ENCLOSURE - REFER TO DETAIL REDUCED PRESSURE BACKFLOW PREVENTER CxM ADAPTER (TWO REQUIRED) WATTS 223 -HP PRESSURE REGULATING VALVE W/ LINE 51ZEXCL BRASS NIPPLE (SIZE PER PLAN) QUICK COUPLING VALVE - INSTALL A5 PER QGV DETAIL EQ IIIIIIII=IIII IIII=__ IIII- IIII= o ° IIII- O TYPE "K" PVC, PRESSURE MAINLINE R161D REFER TO IRRIGATION COPPER SCHEDULE SOIL FILTER FABRIC COVERING GRAVEL SUMP STOP 4 DRAIN VALVE - LINE SIZE 3/4" CRUSHED GRAVEL SUMP - 2 CU. FT. SERVICE LINE FROM WATER METER BACKFLOW PREVENTER 3/4" - 2" SYSTEMS WITH PRV & PVC CONNECTION DATA GABLE SPLICE CON515TIN6 OF WIRE NUTS AND PREFORMED SUPER 5ERVI5EAL SPLICE KIT. RECTANGULAR VALVE BOX WITH EXTENSIONS AS REQUIRED. BRAND "F5" INTO VALVE BOX LID. REFER TO TECHNICAL TO TECHNICAL SPECIFICATIONS SPECIFICATIONS. VALVE BOX SHALL NOT REST DIRECTLY ON FLOW SENSOR GABLE. TEE STYLE FLOW SENSOR. REFER TO PLAN 4 SCHEDULE FOR SIZING, MANUFACTURER, 4 MODEL. =IIII= =IIII =IIII FIN15H GRADE I I II I DATA GABLE TO CONTROLLER SENSOR INPUTS PER MANUFACTURER III RECOMMENDATION. PROVIDE ADDITIONAL GABLE WITHIN BOX TO ALLOW REMOVAL OF 5EN51N6 UNIT FROM BOX FOR MAINTENANCE PURPOSES. 3/4" GRAVEL SUMP - 2 CU. FT. PVC PRE55URE MAINLINE - REFER TO PLAN FOR DIAMETER. FLOW EIO OU O 00 �v0 O 10x PIPE DIA. 5x PIPE DIA TER RUN NO FITTIN65 INCLUDIN6 REDUCER BU5HIN65, TEES, ELLS, ETC, SHALL BE INSTALLED WITHIN "METER RUN" DISTANCE. DIAMETER OF FLOW 5EN50R TEE AND "METER RUN" PIPING SHALL BE EQUAL. NO REDUCER BUSHINGS, ADAPTERS, ETC. SHALL BE FLOW SENSOR VIA DATA CABLE - TEE STYLE 10" ROUND VALVE BOX. BRAND "6V"All 1— UNDISTURBED SOIL ON LID OF VALVE BOX. REFER TO TECHNICAL SPECIFICATIONS. IIII—_IIII IIII _IIII FINISH GRADE IIII III 'I! IIID, 3" II GATE VALVE W/ GR055 HANDLE AND SOLID WEDGE DISC. 2 3/4" CRUSHED GRAVEL SUMP -FILL BOX TO WITHIN 2" OF TOP OF 6" o PVC, ACCESS SLEEVE g 0 6" GLASS 160 PVC, SLEEVE BOTTOM TO 0 a BE NOTCHED AND CONTACT TOP OF PRESSURE MAINLINE a 5r -H. 40 PVC, MALE ADAPTER (2) -SIZE U =� TO EQUAL GATE VALVE DIAMETER PVC, GATE VALVE DIRECTORY IRRIGATION NOTES I R1.0 IRRIGATION SCHEDULE IR1.0 IRRIGATION PLANS I R1.1 IRRIGATION DETAILS IR1.2 IRRIGATION 34" 24" SUMP 51ZE PVC PRE55URE MAINLINE DETAILS APPLY TEFLON TAPE TO ALL MALE THREADED PVC, FITTINC75 AND ALL NIPPLES MANUAL IR1.3 PRESSURE MAINLINE GATE VALVE DIRECTORY IRRIGATION NOTES I R1.0 IRRIGATION SCHEDULE IR1.0 IRRIGATION PLANS I R1.1 IRRIGATION DETAILS IR1.2 IRRIGATION 34" 24" SUMP 51ZE PVC PRE55URE MAINLINE DETAILS APPLY TEFLON TAPE TO ALL MALE THREADED PVC, FITTINC75 AND ALL NIPPLES MANUAL IR1.3 BFP MODEL/51ZE ENCLOSURE MODEL X Y Z FEEI 525YA 3/4" 4 1" C,5-5 10" 24" 15" FEBGO 525YA 1Y2' 4 2" 65-1 10" 34" 24" 5UARDSHAGK ENCLOSURE CONCRETE PAD 51PE VIEW NOTES: • PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE 1" LARGER THAN R15ER DIAMETER. • TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FINISH GRADE. • INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S RECOMMENDATIONS. • PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE. • PROVIDE ENCLOSURE IN FEDERAL GREEN COLOR. UNLE55 OTHERWISE NOTED (SEE SCHEDULE). BACKFLOW ENCLOSURE GUARDSHACK - 3/4" - 2" SYSTEMS Oo 0 MASTER VALVE 24V - Small - Typical FINISH GRADE TOP VIEW RECTANGULAR VALVE BOX WITH EXTEN51ON - BRAND "MV" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. ELECTRIC, MASTER CONTROL VALVE 5LIPxMIPT 5GH. 40 PVC, ADAPTER (2) PRESSURE MAINLINE 3/4" CRUSHED GRAVEL SUMP - 2 G.F. 10" ROUND VALVE BOX BRAND "QC," INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. FINISH GRADE 3/4" CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2" OF BOTTOM OF QGV LID QUICK GOUPLIN6 VALVE 1" BRASS NIPPLE LENGTH AS REQUIRED LINE SIZE BRA55 COUPLING Ya"x12" REBAR 5TABILIZIN6 STAKE TYPICAL TWO SIDES PER QUICK COUPLING VALVE LOCATION LASCO #G 135-212 UNITIZED SWING JOINT W/ BRA55 INSERT STABILIZER ELBOW. PROVIDE WITH 1" MIPT INLET PRE55URE MAINLINEXV PVC SERVICE TEE - SOLVENT WELD OR 6A5KETED FITTING REFER TO 5PEGIFICAION5 APPLY TEFLON TAPE TO ALL THREADED NIPPLES QUICK COUPLING VALVE PLAN VIEW NOTES: 6 CONTRACTOR TO GROUND AND PROVIDE SURGE PROTECTION FOR CONTROLLER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND GROUND ROD(5) SHOWN. 0.5% • CONTROLLER GROUNDING SHALL COMPLY W/ SLOPE MANUFACTURER'S SPECIFICATIONS. 18" 0 INSTALL A P15CONNECT SWITCH AND 120 VOLT 6FIG RECEPTACLE WITHIN PEDESTAL. • ALL ELECTRICAL WORK TO CONFORM TO LOCAL CODE. EXTERNAL FRONT SIDE VIEW VIEW PREFABRICATED ENCLOSURE CONTROLLER INSTALL 4" HT. SELF ADHESIVE VINYL LETTERING CORRESPONDING WITH CONTROLLER # ON OUTSIDE SURFACE OF ENCLOSURE DOOR. CONTROL WIRE5 - NEATLY BUNDLE WIRING 4 SECURE W/ LOCKING WIRE TIES 120 VOLT SERVICE 6FI 4 POWER SWITCH 3/4" NON-METALLIC LIQUIDTITE CONDUIT W/ MALE ADAPTERS (2) AND LOCK RIN65, WA5HER5 FINISH GRADE 5/8"x8' COPPER - GLAD GROUNDING ROD W/ BRONZE CLAMP 4 10" ROUND VALVE BOX (TYPICAL) CONCRETE PAD #6 BARE COPPER GROUNDING WIRE 1" PVC, CONDUIT W/ SWEEP ELL - GROUND WIRE 3" PVC CONDUIT W/ SWEEP ELL - CONTROL WIRE5 PROVIDE 45" LENGTH OF ALL SPARE WIRES WITHIN PEDESTAL, NEATLY COILED. 3/4' PVC, CONDUIT W/ SWEEP ELL - 120v SERVICE ELECTRIC CONTROLLER PEDESTAL 10" ROUND VALVE BOX - BRAND THE LETTER "D' IN LID. REFER TO TECHNICAL SPECIFICATIONS. 2" VALVE MARKER 3/4" CRUSHED GRAVEL SUMP 1 GU. FT. FINISH GRADE 2" GL 160 PVC ACCESS SLEEVE - LENGTH AS REQUIRED 3/4" FxF 5GH. 50 PVC 90 ELL (2) 3/4"1 PVC NIPPLE SGH. 50 (2) 3/4"X6" SGH. 50 GALVANIZED STEEL NIPPLE 3/4" BRA55 GLOBE VALVE 3/4" MXF 5GH. 40 PVC, 90 ELL NOTE: REFER TO TECHNICAL SPECIFICATIONS FOR MINIMUM TRENCH WIDTH5. TIP �i .moi i� i n�r�✓ ire i �i�r« PIPING OR DRIP LINE HEADER. TRENCH 24" MAINLINE FINISH PIPING BACKFILL MATERIAL (TYP.) MAINLINE CONTROL WIRE BUNDLE OR TWO WIRE COMMUNICATION GABLE (PER SPECIFICATIONS) 36" MIN. WEATHER SENSOR Pole Mounted - Wireless 1Y2'x3" 50H. 40 GALVANIZED NIPPLE WITH 1Y2' FIPT GALVANIZED GAP WEATERMATIG 5LW5 WEATHER STATION WITH POLE BRACKET 4 15' CLEARANCE FROM ANY STRUCTURE 1Y2'x1" FxF 5GH. 40 GALVANIZED TEE 1Y2' DIAMETER 5GH. 40 GALVANIZED STEEL P05T FINISH GRADE 12" DIAMETER CONCRETE BASE - FORM W/ 50NA-TUBE OR EQUAL. P05T SHALL BE CENTERED WITHIN BASE. POLY LATERAL - 5Y4I TO SPECIFIED DEPTH STAINLESS STEEL WORM GEAR OR PINCH CLAMP (TWO CLAMPS ON 1Y2 4 2" DIA. FITTINGS) PVC, MIPTXINSERT ADAPTER RECTANGULAR VALVE BOX. BRAND LID WITH CONTROLLER 4 STATION #. REFER TO TECHNICAL SPECIFICATIONS. CENTER BOX OVER ASSEMBLY. _ FINISH GRADE 4, I II PROVIDE 12" CONTINUOUS GOIL5 OF ALL "MAINTENANCE" SPARE CONTROL/COMMON WIRING WITHIN VALVE BOX I PVC, BALL VALVE - FIPTXFIPT 0 0 0 000 ° ELECTRIC CONTROL VALVE -A e� 00 3/4" CRUSHED GRAVEL SUMP - FILL BOX TO BOTTOM OF VALVE BODY SGH. 50 PVC, NIPPLE - LENGTH A5 REQUIRED SERVICE TEE - SOLVENT WELD OR GASKETED FITTING - REFER TO SPECIFICATIONS CONTROL WIRE BUNDLE NOTE: DIAMETERS OF BALL VALVES, PVC, FITTINGS AND NIPPLES SHALL EQUAL ELECTRIC CONTROL VALVE DIAMETER. VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS AND HARD SURFACES WHERE APPLICABLE. APPLY TEFLON TAPE TO ALL MALE THREADED FITTIN65 AND THREADED NIPPLES. ELECTRIC CONTROL VALVE 24V - Poly Lateral 12" MIN. PAVED SURFACE CURB AND GUTTER (IF APPLICABLE) 36" MIN. ROUGH GRADE III 2 PVC, PIPE SLEEVE MARKER - I (IIII IIII IIII IIII III INSTALL AT BOTH ENDS OF EACH a a SLEEVE LOCATION AND EXTEND AT LEAST 3' ABOVE GRADE. SPRAY EXPOSED PORTION OF MARKER WITH 24" MIN. GREEN FLUORESCENT PAINT. A G 0 P�o ® u B SEAL ENDS OF SLEEVE WITH CLOTH DUCT TAPE (TYPICAL) PVC, SLEEVING (TYPICAL) NOTE: • ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, 51ZE A5 NOTED ON PLAN. • INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES VERTICALLY. • CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A "V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING. IRRIGATION SLEEVING s Know what's below. Call before you dig. CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. HydrbSvstems 14 Irrigation Consulting & Water Management 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Attachment D ■ cit DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal \aJ Revisions: 71 JNol Description Date Issue Dates: 07/16/2021 Sheet Title: IIRRIGATION I DETAILS Project No:I row 1722 Sheet No: IR1.2 ° O° o °O o o ° SOIL BLANKET COVERING SUMP 3/4"x4" PVC, NIPPLE SGH. 50 3/q" CRUSHED GRAVEL SUMP. SEE TECHNICAL SPECIFICATIONS FOR SUMP 51ZE PVC PRE55URE MAINLINE APPLY TEFLON TAPE TO ALL MALE THREADED PVC, FITTINC75 AND ALL NIPPLES MANUAL DRAIN VALVE NOTE: REFER TO TECHNICAL SPECIFICATIONS FOR MINIMUM TRENCH WIDTH5. TIP �i .moi i� i n�r�✓ ire i �i�r« PIPING OR DRIP LINE HEADER. TRENCH 24" MAINLINE FINISH PIPING BACKFILL MATERIAL (TYP.) MAINLINE CONTROL WIRE BUNDLE OR TWO WIRE COMMUNICATION GABLE (PER SPECIFICATIONS) 36" MIN. WEATHER SENSOR Pole Mounted - Wireless 1Y2'x3" 50H. 40 GALVANIZED NIPPLE WITH 1Y2' FIPT GALVANIZED GAP WEATERMATIG 5LW5 WEATHER STATION WITH POLE BRACKET 4 15' CLEARANCE FROM ANY STRUCTURE 1Y2'x1" FxF 5GH. 40 GALVANIZED TEE 1Y2' DIAMETER 5GH. 40 GALVANIZED STEEL P05T FINISH GRADE 12" DIAMETER CONCRETE BASE - FORM W/ 50NA-TUBE OR EQUAL. P05T SHALL BE CENTERED WITHIN BASE. POLY LATERAL - 5Y4I TO SPECIFIED DEPTH STAINLESS STEEL WORM GEAR OR PINCH CLAMP (TWO CLAMPS ON 1Y2 4 2" DIA. FITTINGS) PVC, MIPTXINSERT ADAPTER RECTANGULAR VALVE BOX. BRAND LID WITH CONTROLLER 4 STATION #. REFER TO TECHNICAL SPECIFICATIONS. CENTER BOX OVER ASSEMBLY. _ FINISH GRADE 4, I II PROVIDE 12" CONTINUOUS GOIL5 OF ALL "MAINTENANCE" SPARE CONTROL/COMMON WIRING WITHIN VALVE BOX I PVC, BALL VALVE - FIPTXFIPT 0 0 0 000 ° ELECTRIC CONTROL VALVE -A e� 00 3/4" CRUSHED GRAVEL SUMP - FILL BOX TO BOTTOM OF VALVE BODY SGH. 50 PVC, NIPPLE - LENGTH A5 REQUIRED SERVICE TEE - SOLVENT WELD OR GASKETED FITTING - REFER TO SPECIFICATIONS CONTROL WIRE BUNDLE NOTE: DIAMETERS OF BALL VALVES, PVC, FITTINGS AND NIPPLES SHALL EQUAL ELECTRIC CONTROL VALVE DIAMETER. VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS AND HARD SURFACES WHERE APPLICABLE. APPLY TEFLON TAPE TO ALL MALE THREADED FITTIN65 AND THREADED NIPPLES. ELECTRIC CONTROL VALVE 24V - Poly Lateral 12" MIN. PAVED SURFACE CURB AND GUTTER (IF APPLICABLE) 36" MIN. ROUGH GRADE III 2 PVC, PIPE SLEEVE MARKER - I (IIII IIII IIII IIII III INSTALL AT BOTH ENDS OF EACH a a SLEEVE LOCATION AND EXTEND AT LEAST 3' ABOVE GRADE. SPRAY EXPOSED PORTION OF MARKER WITH 24" MIN. GREEN FLUORESCENT PAINT. A G 0 P�o ® u B SEAL ENDS OF SLEEVE WITH CLOTH DUCT TAPE (TYPICAL) PVC, SLEEVING (TYPICAL) NOTE: • ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, 51ZE A5 NOTED ON PLAN. • INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE SLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES VERTICALLY. • CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A "V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING. IRRIGATION SLEEVING s Know what's below. Call before you dig. CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. HydrbSvstems 14 Irrigation Consulting & Water Management 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Attachment D ■ cit DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal \aJ Revisions: 71 JNol Description Date Issue Dates: 07/16/2021 Sheet Title: IIRRIGATION I DETAILS Project No:I row 1722 Sheet No: IR1.2 SET BOTTOM OF GAP AT GRADE CURB 4 GUTTER, SIDEWALK OR HARD SURFACE WHERE APPLICABLE POP-UP SPRAY HEAD /2" MALEXBARB ELL /2" DIA. POLYETHYLENE SWING PIPE (4 L.F. MAXIMUM LENGTH) /2" MALEXBARB ADAPTER POLY LATERAL PIPING W/ LINE 51ZExV IN5ERTXFIPT FITTING AND CLAMPS NOTE: • SET HEAD PERPENDICULAR TO FINISH GRADE. • APPLY TEFLON TAPE TO MALE PVG THREADED FITTIN65. • DOUBLE CLAMP 1/2" 4 2" DIAMETER FITTINGS. POP-UP SPRAY HEAD PLAN FLUSH VALVE PLANT MATERIAL INDICATOR HEAD PLANTER BED WALL OR EDGER DISTANGES VARY: CONTRACTOR SHALL LOCATE FLUSH VALVE BOX TO BE SCREENED BY PLANT MATERIAL AND ACCESSIBLE. OPERATIONAL INDICATOR SHALL BE LOCATED FOR EASY VISIBILITY DURING OPERATION POLY PIPE FROM EXHAUST HEADER OR DRIP LATERAL DRIP FLUSH VALVE WITH OPERATIONAL INDICATOR DIRECTORY IRRIGATION NOTES I R1.0 1 SET BOTTOM OF GAP AT GRADE CURB AND GUTTER, SIDEWALK OR HARD SURFACE WHERE APPLICABLE 12" HI -POP SPRAY HEAD /2" MALExBARB 9Od ELL /2" FLEX PIPE (6"-12" LENGTH) /2" MALExBARB ADAPTER POLY LATERAL PIPING W/ IN5ERTx/2" FIPT FITTING NOTE: • SET HEAD PERPENDICULAR TO FINISH GRADE SWING. • FLEX PIPE SHALL BE ATTACHED TO BOTTOM SPRAY HEAD INLET ONLY. • APPLY TEFLON TAPE TO ALL MALE PVG THREADED FITTINGS AND NIPPLES. HI -POP SPRAY HEAD SECTION 12" POP-UP SPRAY HEAD WITH CHECK VALVE, CLOSED NOZZLE, 4 SWING PIPE (ZONE OPERATIONAL INDIGATOR) 10" ROUND VALVE BOX WITH COVER - BRAND "DB" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. III FINISH GRADE 3/4" PVG BALL VALVE WITH 3/4" PVG INSxMIPT ADAPTER AND 5.5. CLAMP 3/4 DRIP TUBING - COIL SUFFICIENT LENGTH IN BOX TO EXTEND H05E ADAPTER OUTSIDE OF VALVE BOX. 3/4" WASHED RIVER ROCK SUMP (1 CU. FT.) DEFLEGT TUBING TO PERMIT ENTRY THROUGH BOTTOM OF VALVE BOX. INSERT TEE WITH CLAMPS 1P PLANTING BACKFILL POLY DRIP TUBING PLANT ROOTBALL EMITTER - STAKE TC ROOTBALL EMITTER MICRO -TUB MAXIMUM LENGTH PLAN SET LIP AT FIN5HED GRADE CURB AND GUTTER, SIDEGALK OR HARD SURFACE WHERE APPLICABLE HI -POP GEAR DRIVEN ROTOR MIPTXFIPT 5GH. 40 FVC ELL (2) 12" SGH. aO PVG NIPPLE MIPTXFIPT 5GH. 40 PVG 90 ELL POLYETHYLENE LATERAL PIPING WITH IN5ERTXFIPT FITTING AND STAINLESS STEEL CLAMPS NOTE: • DIAMETERS OF FITTINGS AND NIPPLES SHALL EQUAL ROTOR INLET DIAMETER. • SET ROTOR PERPENDICULAR TO FINISH GRADE. • DOUBLE CLAMP 1/2" $ 2" DIAMETER FITTINGS. • APPLY TEFLON TAPE ALL PVG MALE THREADED FITTING5. P GEAR DRIVEN ROTOR DOWN _ 4:1(+) -SLOPE PLANT SIZE EMITTER FLOW RATE EMITTER QTY. AT MULCHED BED LOCATIONS EMITTER QTY. AT NATIVE SEED LOCATIONS 1 - 2 GALLON MATERIAL 0.5 GPH ONE EACH ONE EACH 5 GALLON MATERIAL 0.5 GPH TWO EACH TWO EACH 1/2" CALIPER TREE 1.0 GPH THREE EACH FOUR EACH 2" CALIPER TREE 1.0 GPH FOUR EACH SIX EACH 2/2" CALIPER TREE 1.0 GPH SIX EACH EIGHT EACH 3" CALIPER TREE 1.0 GFH EIGHT EACH TEN EACH V/2" CALIPER TREE 1.0 GPH NINE EACH ELEVEN EACH 4" CALIPER TREE 1.0 GPH TEN EACH TWELVE EACH 6 FT. CONIFEROUS TREE 1.0 GPH FOUR EACH 51X EACH 5 FT. CONIFEROUS TREE 1.0 GPH SIX EACH NINE EACH 10 FT. CONIFEROUS TREE 1.0 GPH EIGHT EACH TWELVE EACH 12 FT. CONIFEROUS TREE 1.0 GPH TEN EACH FOURTEEN EACH DRIP EMITTER BELOW GRADE NOTE: FINISH GRADE PVG 5GH. 40 ELL PVC_ 5GH. 50 NIPPLE 24" COILED WIRE WATERPROOF SPLICE JUMBO VALVE BOX - BRAND BOX LID W/ CONTROLLER AND STATION NUMBER - REFER TO TECHNICAL SPECIFICATIONS. 12" POP-UP SPRAY HEAD WITH CHECK VALVE, CLOSED NOZZLE, PURPLE GAP 4 SWING PIPE (ZONE OPERATIONAL INDICATOR) DRIP VALVE A55EMBLY (SEE SCHEDULE) VALVE SIZE MIPTXINS. PVG ADAPTER STAINLESS STEEL WORM GEAR OR PINCH CLAMP INSERT TEE WITH CLAMPS VALVE SIZE POLY PIPING - 5WEEP TO SPECIFIED DEPTH 3" MIN. DEPTH 3/4" WA5HE17) GRAVEL LINE SIZE PVG BALL VALVE INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE ASSEMBLY WITHIN BOX. NO VALVE BOX EXTENSIONS WILL BE ACCEPTED. PROVIDE 3"-4" CLEARANCE BETWEEN TOP OF CONTROL VALVE SOLENOID AND BOTTOM OF VALVE BOX LID. TOP OF VALVE BOX TO BE FLUSH WITH FINISH GRADE. VALVE BOX SHALL NOT REST ON DRIP TUBING. DRIP VALVE 24V - POLY LATERAL PLANT MATERIAL EMITTER - REFER TO SCHEDULE FOR EMITTER QUANTITY. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL NUMBER. MULCH LAYER EMITTER MICRO -TUBING NOTES: • INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS SHALL BE EQUALLY SPACED AROUND ROOT BALL. • EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A MAXIMUM OF 2". • FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO -TUBING PRIOR TO EMITTER INSTALLATION. • IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL 51DE OF ROOT BALL. • EMITTERS SHALL BE SELF -FLUSHING, PRESSURE COMPENSATING -TYPE UNLE55 NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS. • DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT REQUIREMENTS (HYDROZONES) AND SUN EXPOSURE. • CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN. • SITE CONDITIONS MAY DIGTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED TOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER SCHEDULE AS FOLLOWS: •• EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER 6ALLONA6E5 SHALL BE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES. •• EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR PLANTS WITH NORTH AND EAST EXPOSURES. •• PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES AND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY. IRRIGATION SCHEDULE I R1.0 ' � u IRRIGATION PLANS I R1.1 IRRIGATION DETAILS I R 1.2 Know what's below. Call before you dig. IRRIGATION DETAILS I R 1 . CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. HydrbSystems Irrigation Consulting & Water Management 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Attachment D ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Revisions: 71 JNol Description Date Issue Dates: 07/16/2021 Sheet Title: IRRIGATION DETAILS Project 1722 Sheet No: IR1.3 POLY DRIP TUBING - RE: III TECHNICAL SPECIFICATIONS 6" 10 GAUGE JUTE STAKE OR SECTION APPROVED EQUAL NOTES: • INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS SHALL BE EQUALLY SPACED AROUND ROOT BALL. • EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A MAXIMUM OF 2". • FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO -TUBING PRIOR TO EMITTER INSTALLATION. • IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL 51DE OF ROOT BALL. • EMITTERS SHALL BE SELF -FLUSHING, PRESSURE COMPENSATING -TYPE UNLE55 NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS. • DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT REQUIREMENTS (HYDROZONES) AND SUN EXPOSURE. • CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN. • SITE CONDITIONS MAY DIGTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED TOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER SCHEDULE AS FOLLOWS: •• EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER 6ALLONA6E5 SHALL BE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES. •• EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR PLANTS WITH NORTH AND EAST EXPOSURES. •• PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES AND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY. IRRIGATION SCHEDULE I R1.0 ' � u IRRIGATION PLANS I R1.1 IRRIGATION DETAILS I R 1.2 Know what's below. Call before you dig. IRRIGATION DETAILS I R 1 . CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. HydrbSystems Irrigation Consulting & Water Management 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com Attachment D ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Revisions: 71 JNol Description Date Issue Dates: 07/16/2021 Sheet Title: IRRIGATION DETAILS Project 1722 Sheet No: IR1.3 N L U c� Q- N a� 70 7 M U 70 C O U ry U N U r) U ca Q L D U LO 0 CO v N O N 0. 1470 v_` 7508'- 5 1/4" LO •,,5'-5 1/4.. '501'- 7 1/8" LO 41'-71/8" r \ \ \ \NI\ \\ \ \ \\ \ \ \ — —v 7516'-3" y — \ ., 7519'- 5 1/2" � _- + 7517 - 11 _ 55'-5 1/2"— _ 7517 - 11" 7517-11 _ \ \ V7520' - 11 45'-11" 7517'- 11" 75201-11.1 49'-11 52'-11" 48' — _ 7519'-5" V A 47'-5" 7519' - 11" \ 7519'- 11 1/4"— A\ \ 4311 ' 75 " 7519 - 11 " \ \ 19' - 5.. _ \ _ v 41'-5" — y vv A45-11 r` 48 '1�' 7519'-11�A 3\1'\_ 7460— r 460— \ 7519'- 11 1/4" _ 7520' 10" \ ► v = A V V \ 35'-11 1/4" \ A '�` 7520' - 3" 20'-9" vv y v v v y fb__ 14 � � �\ 7524'- 1 1/4" _ A 7520 - 9 _ V 24'-9' 52'-1 1/4 -_ \ \ \ — 7524'- 7 3/4" _ \ O` 7524'- 8 1/4" 48'-7 3/4" v _ ■ \-- • r � — \ \ \ \ _ \ \ 44 Z5 '-81/4" 4 #imob ME ` lowUF �. %b _7520' - 8= \ —7521'- 0_3/4" 42'--q" \33'-0 3/4" \ V A`\ txtx A v A v �� , �A\\ \\\\VA VA\V � � \ � , ' _vvvv v v •. \ r v A v 7516'-2 1/2" \\�� vv-vvvvv _ o - _ � 73:0 GO - i 77 40- y- _— _ �_ yvvvv__y� 5�V\ \\\\\ �A\\ Vy yt�€tf� 1 0 �$D 777D \\\\\\ \\\ - y D �v vvv__yvvv�yyy— —_ _ _ -- 78 / vv vv vvv_ _ _ — — 7-1 21 /4 \ v vvv vv v D Y� � o �. � F) Site Plan SCALE: 1" = 30'-0" UU 7 7560 = — 7-70 Scale: 1 " = 30'- 0" 0' 15'-0" 30'-0" 60'-0" North Attachment D A 0 ■ (I t DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com G) O N .N N � O � E � r O S O a 0 0 0 0 �c Oesa V o 3 L � � Q O (M) O�0 M I.Y M Revisions: No Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Site Plan Project No: 2021050.20 Sheet No: A001 1 A202 Q M N 0 CD N O N � k 2BR TYPE 3 EMPLOYEE ■ J ■ 2BR TYPE 3 EMPLOYEE El El STORLl r® SERV ELEV HR/BREAK RM LAUNDRY ° MAINTENANCE 2 1 A201 A300 2 Level 1 - Overall Floor Plan JOO SCALE: 1" = 20'-0" 2 A300 U) El z D TOM W W rM } o O E J d o 1 A202 Q M N 0 CD N O N � k 2BR TYPE 3 EMPLOYEE ■ J ■ 2BR TYPE 3 EMPLOYEE El El STORLl r® SERV ELEV HR/BREAK RM LAUNDRY ° MAINTENANCE 2 1 A201 A300 2 Level 1 - Overall Floor Plan JOO SCALE: 1" = 20'-0" 2 A300 0 1 5 A200 4 3 A300 A300 A300 Ll CEd Ll F7 LUo J ° \ fn o Q Lu 2 ° a U) 0 a- 0 3 Y441-- 2 5 A200 A300 NA00 A300 [—=IDS o ® [H] 100 0 0 0 L= J DS D S - DS— VESTIBULE I tJa 3 TRASH F- 17 I G CORRIDOR i f 4.74% r D GENERATO � -- - 4.74% Ir ROOM _, i= _ k 5 EVSE EVSE 11 \ F INSTALLED READY I—� �F- PARKING PARKING id / (8) (14) > y MECH/ELEC/ITI TRASH 11 W VESTIBULE 1 SERV ELEV M M M 4.74% E M NWM N o k F 1 A201 1 A200 DROP OFF AREA (PULL THROUGH) X91(77' SSE 1A I PHASE 2A 4 A300 III EfPS 7f EVSE CAPABLE PARKING (14) 3 A300 -A - --- 2 A200 14 •,Yr 11 LU 4 �.� Ilk I1 I ILI 6 -- VAN VAN �\ W U) ST R; ., LOBBY ° i� r I FFIC STOR 14 _ o. • I �/\ \\ 1 \ \ �`\�\\\/\\j�\� i I BIKE PARKING POOL ° ��\\\�� i FFICE 46 EQUIPMENT 5 25 34 : RECEPTION PHASE 1A: 81 SPACES PHASE 2A: 44 SPACES a S L SD Vff� ff IL-1 L 10 16-----------------------------J LEVEL1EXTENTS REFER TO 1/A104 FOR PLAN1 2 5 1 4 2 A300 A300 %300 A201; A300 A201 �_ 1 Level 0 - Overall Floor Plan A100 SCALE: 1" = 20'-0" 3 A201 �2 2 A200 3 A201 El El EVSE CAPABLE 5 PARKIN (5) ❑ MOTORCYCLE PARKING CAR WASH 10 — �W 3 A202 rn I 3 12.92% I A202 TRASH Scale: 1 " = 20'- 0" 0' 10'-0" 20'-0" 40'-0" North Attachment D ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G1 El N 0 1 5 A200 4 3 A300 A300 A300 Ll CEd Ll F7 LUo J ° \ fn o Q Lu 2 ° a U) 0 a- 0 3 Y441-- 2 5 A200 A300 NA00 A300 [—=IDS o ® [H] 100 0 0 0 L= J DS D S - DS— VESTIBULE I tJa 3 TRASH F- 17 I G CORRIDOR i f 4.74% r D GENERATO � -- - 4.74% Ir ROOM _, i= _ k 5 EVSE EVSE 11 \ F INSTALLED READY I—� �F- PARKING PARKING id / (8) (14) > y MECH/ELEC/ITI TRASH 11 W VESTIBULE 1 SERV ELEV M M M 4.74% E M NWM N o k F 1 A201 1 A200 DROP OFF AREA (PULL THROUGH) X91(77' SSE 1A I PHASE 2A 4 A300 III EfPS 7f EVSE CAPABLE PARKING (14) 3 A300 -A - --- 2 A200 14 •,Yr 11 LU 4 �.� Ilk I1 I ILI 6 -- VAN VAN �\ W U) ST R; ., LOBBY ° i� r I FFIC STOR 14 _ o. • I �/\ \\ 1 \ \ �`\�\\\/\\j�\� i I BIKE PARKING POOL ° ��\\\�� i FFICE 46 EQUIPMENT 5 25 34 : RECEPTION PHASE 1A: 81 SPACES PHASE 2A: 44 SPACES a S L SD Vff� ff IL-1 L 10 16-----------------------------J LEVEL1EXTENTS REFER TO 1/A104 FOR PLAN1 2 5 1 4 2 A300 A300 %300 A201; A300 A201 �_ 1 Level 0 - Overall Floor Plan A100 SCALE: 1" = 20'-0" 3 A201 �2 2 A200 3 A201 El El EVSE CAPABLE 5 PARKIN (5) ❑ MOTORCYCLE PARKING CAR WASH 10 — �W 3 A202 rn I 3 12.92% I A202 TRASH Scale: 1 " = 20'- 0" 0' 10'-0" 20'-0" 40'-0" North Attachment D ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G1 0 N TOM rM o � E � O o v O Q � 08 3 L > Q co M I.Y M Revisions: No Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Overall Floor Plans - Levels 0 & 1 Project No: 2021050.20 Sheet No: A1 00 Q N M CO N O N [�J� KEYPLAN: NTS N U') r Enla SCALE: 3 A200 1 1 1 1 1 1 1 1 1 1 I 1 1 1 UPPER GARAGE LEVEL EXTENTS 1 1 1 1 1 1 1 1 \\x \\/\\/\\\\ \\/\\ \\/\\�\\\ \\/\\�\\\ \\/\\�\\\ 1 \\ \\/ / \\ \\ /�\\/ \ / \//\j\ /\\�\ \/\\\�\ \/\\�\ \/\\�\ \/\\ 1\\�\ \/\\X\ g' \/\ 2 \ \\ /\\ /� \\\\ \ A300 / \\/\\// \\// / L-------------------------------------------------------------------------- \�\ \ �\ \/ \�\ \,/\�\ \/ \�\ \ \� j\ \� j\ g� ed Level 0 Plan - Area A uE:MMKIN 1 /A 102 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNoJ Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 0 Plan - Area A Project No: 2021050.20 Sheet No: A1 01 I I A I 1 /A 101 11 /A 102 I I I I I I I F21 1 I a � I I I I I I I I I I I I I I I I I I I I i a _I I' I' I' I' I' I' I I I I I DS i i ° STAIR UP ° 4.74% f MEN OFFICE STOR 0 ME OFFICE I�I II \>RECEPTION �a 7460'- 0" FFE LOBBY OR) 0 P I� 1 A200 TH BIKE PARKING 4 DS DS o DS -7 lid POOL EQUIPMENT I I I I I I 1 /A 102 I 1 /A 103 I I I I I I I I I STAIR 11 H ° SKI LOCKERS w/vvV vv\vv\ v\ vw w���wvvw���wvvw���wvv�� wvw���wvw���wvw v vw v v�w v�w v�w v v� / v\vv vv \vv vv \v vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv � V\AvV� A\\ V\A\\vVVAAA \vV�A\A V\A\\vVVAA/AA\ \ \\v\�.\ vVv\A\VAA\�\VVwA\ Vv\AvVA/A\vVA\ V\AvVA/A\vVwA\ Vv\AvwVAv/A\v\vV�A �V\Aw VA/A\v\vV�A\ VyAw VA/A\v\vV�A VyAw /\vvV�A VyAwv\vvV�A VyAw /\vvV�A VyAw /\vvV�A VyAw /\vvVwA VAv vv/\\v\V� A VvAv /VAV\A\VvAvvv�\VjA\VAvV\Aw\ PHASE 1A PHASE 2Awvv\wwv \v��\ \= y I \\VAA\ \\\\VA VA\VAAVA�\VAAVA�\ //vv vv //vv vv //vyv v/�wv�j��/vv vvvv�j��wv vv/��wv vv/ wv�jvvwv�jvvwv�jvvwv�j� \\VA\VA \ /VA�VAA VA\VA\VAA VA\VA\VAA VA\VA\VAA VVA VA X</ A VVA VVA VA� �VA VA� �VA VA� �VA VA� �VA VA�` VA� �VA VA� �VA VA� �VA V� /\ VAA VA� �VA VA� �VA VA� �VA > 1 0 VA �\ \ AVA VA \VA VA \VA VA \VA VA \VA VA \VA VA \VA �\ \\VA VAA \\VA VAA \\VA VAA \\VA \VAA\ \\VA VAA \\VA VAA \\\\�VA� 00 O a VAA\VAV\\ VAAVA�\�VA�AA�\�\ v/vvvw vwvv�� v `vvv�� vwvv�� vwvv�� vwvv vv� v vv �w� wwv� wwv� wwv� vv� wwv� wwv� wwv wv wv� wv� \ AA���VA VA�VAAVA�\VAAVA�\VAAVA�\VA \VA VAAVA�\VA V� ��VA�\��VA� :� �VA\��VA \��VA \��VA //\ \\> \/\\�\ \/�/\\ \\/�/\\ \\//\ \/\\ \\/�\ ��\\//\�\\//\�\\//\�/\/>g\X\� r X1 \\/ 4 \/\\A\ I I I I I � I Enlarged Level 0 Plan - Area B SCALE: 1/8" = 1'-0" KEYPLAN: NTS Scale: 1/8" = 1'- 0" Attachment D ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O 1 N .N N (10 00 T � O � O S O 1 �cFma 06 MEN OFFICE STOR 0 ME OFFICE I�I II \>RECEPTION �a 7460'- 0" FFE LOBBY OR) 0 P I� 1 A200 TH BIKE PARKING 4 DS DS o DS -7 lid POOL EQUIPMENT I I I I I I 1 /A 102 I 1 /A 103 I I I I I I I I I STAIR 11 H ° SKI LOCKERS w/vvV vv\vv\ v\ vw w���wvvw���wvvw���wvv�� wvw���wvw���wvw v vw v v�w v�w v�w v v� / v\vv vv \vv vv \v vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv \vv vv � V\AvV� A\\ V\A\\vVVAAA \vV�A\A V\A\\vVVAA/AA\ \ \\v\�.\ vVv\A\VAA\�\VVwA\ Vv\AvVA/A\vVA\ V\AvVA/A\vVwA\ Vv\AvwVAv/A\v\vV�A �V\Aw VA/A\v\vV�A\ VyAw VA/A\v\vV�A VyAw /\vvV�A VyAwv\vvV�A VyAw /\vvV�A VyAw /\vvV�A VyAw /\vvVwA VAv vv/\\v\V� A VvAv /VAV\A\VvAvvv�\VjA\VAvV\Aw\ PHASE 1A PHASE 2Awvv\wwv \v��\ \= y I \\VAA\ \\\\VA VA\VAAVA�\VAAVA�\ //vv vv //vv vv //vyv v/�wv�j��/vv vvvv�j��wv vv/��wv vv/ wv�jvvwv�jvvwv�jvvwv�j� \\VA\VA \ /VA�VAA VA\VA\VAA VA\VA\VAA VA\VA\VAA VVA VA X</ A VVA VVA VA� �VA VA� �VA VA� �VA VA� �VA VA�` VA� �VA VA� �VA VA� �VA V� /\ VAA VA� �VA VA� �VA VA� �VA > 1 0 VA �\ \ AVA VA \VA VA \VA VA \VA VA \VA VA \VA VA \VA �\ \\VA VAA \\VA VAA \\VA VAA \\VA \VAA\ \\VA VAA \\VA VAA \\\\�VA� 00 O a VAA\VAV\\ VAAVA�\�VA�AA�\�\ v/vvvw vwvv�� v `vvv�� vwvv�� vwvv�� vwvv vv� v vv �w� wwv� wwv� wwv� vv� wwv� wwv� wwv wv wv� wv� \ AA���VA VA�VAAVA�\VAAVA�\VAAVA�\VA \VA VAAVA�\VA V� ��VA�\��VA� :� �VA\��VA \��VA \��VA //\ \\> \/\\�\ \/�/\\ \\/�/\\ \\//\ \/\\ \\/�\ ��\\//\�\\//\�\\//\�/\/>g\X\� r X1 \\/ 4 \/\\A\ I I I I I � I Enlarged Level 0 Plan - Area B SCALE: 1/8" = 1'-0" KEYPLAN: NTS Scale: 1/8" = 1'- 0" Attachment D ■ DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N (10 00 O � � � O S O �cFma 06 V o 3 L � � Q O v O�0 M I.Y M Revisions: No Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 0 Plan - Area B Project No: 2021050.20 Sheet No: Al 02 Q CO C\l O CV 1 /A 102 KEYPLAN: NTS I I I I I I I I I I I I I I I 1 /A 103 3 A300 I I I I I I I I I Enlarged Level 0 Plan - Area C SCALE: 1/8" = 1'-0" Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNoJ Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 0 Plan - Area C Project No: 2021050.20 Sheet No: A1 03 0 KEYPLAN: NTS r I 3 A200 1 2 A300 A300 Enlarged Level 1 Plan - Area A SCALE: 1/8" = 1'-0" 2 A201 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNoJ Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 1 Plan - Area A Project No: 2021050.20 Sheet No: A1 04 1 1 2 A200 5 A200 4 3 A300 A300 A300 A300 A300 2 A200 1 A20, Q v N O N 1 25 1 4 3 3 2 A300 A300 A300 A201A300 A300 A201 A201 Level 3 - Overall Floor Plan SCALE: 1"=20'-O" Level 2 - Overall Floor Plan SCALE: 1"=20'-O" 3 A202 3 A202 Scale: 1 " = 20'- 0" 0' 10'-0" 20'-0" 40'-0" \IFMe s Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N � O � E � � O S O 0 0 a �c oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNol Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Overall Floor Plans - Levels 2 & 3 Project No: 2021050.20 Sheet No: A1 05 Q LO 0 Ln C\l CD CV KEYPLAN: NTS I I I I 1 Enlarged Level 2 Plan - Area A SCALE: 1/8" = 1'-0" 'A1o7 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNoJ Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 2 Plan - Area A Project No: 2021050.20 Sheet No: A1 06 1 /Al 0E D�� KEYPLAN: NTS I I� Enlarged Level 2 Plan - Area B SCALE: 1/8" = 1'-0" 1 A201 1 /A 108 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (it DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNoJ Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 2 Plan - Area B Project No: 2021050.20 Sheet No: A1 07 Q N Ln N O N 1 /,A D--� KEYPLAN: NTS Enlarged Level 2 Plan - Area C SCALE: 1/8" = 1'-0" Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (it DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNoJ Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 2 Plan - Area C Project No: 2021050.20 Sheet No: A1 08 Q 00 Ln CDN N KEYPLAN: NTS 1 A202 3 A200 Enlarged Level 3 Plan - Area A U SCALE: 1/8" = 1'-0" 1 /A 110 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNoJ Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 3 Plan - Area A Project No: 2021050.20 Sheet No: A1 09 0. 1 /A 1 A200 Lt1"--- � KEYPLAN: NTS Enlarged Level 3 Plan - Area B SCALE: 1/8" = 1'-0" 1/A111 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: jNoj Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 3 Plan - Area B F ject No: 050.20 eet No: 1 10 0 23 A200 A300 I 1 /A 110 i 1/Al 11 I A A A I � A/ A 11 1 I I I I 3 I A300 I I I I I 1 Enlarged Level 3 Plan - Area C KEYPLAN: A111 SCALE: 1/8" = 1'-0" NTS 3 A201 3 A202 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNol Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 3 Plan - Area C F ject No: 050.20 eet No: 1 11 1 A202 „' w, __ . 16 1. Overall Roof Plan SCALE: 1" = 20'-0" 0 \ I / 3 1 2 A200 300 A300 I ] Fn r4 N%h, /3 C10 Ll LJ Z J W U) Q 0 LU U) O 0- 0 a W z_ J LU U) Q T- a. LU ' O a. O L PHASE 1A PHASE 2A 1-1 Irk - r I❑ 3 A202 IM H 3 A201 Level 4 - Overall Floor Plan SCALE: 1" = 20'-0" 2 1 2 5 1 4 3 3 A201 N20/ 1 A300 A300 A201 A300 A300 A201 Scale: 1 " = 20'- 0" 0' 10'-0" 20'-0" 40'-0" North Attachment D ■ (it DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.t a ba s soci ate s. co m G) O N .N N 00 � O � E � � O S O 0 L) 0 a �c oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNoI Description IDate Issue Dates: MDP 07/16/2021 Sheet Title: Overall Floor Plans - Level 4 & Roof Project No: 2021050.20 Sheet No: A1 12 0. KEYPLAN: NTS 3 A200 Enlarged Level 4 Plan - Area A SCALE: 1/8" = 1'-0" 2 A201 1 A300 1/A114 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (I t DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: jNoj Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 4 Plan - Area A F ject No: 050.20 eet No: 1 13 0. KEYPLAN: NTS 1 /A113 c� 5 A300 1 A200 Enlarged Level 4 Plan - Area B SCALE: 1/8" = 1'-0" Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (1 DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: JNol Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 4 Plan - Area B F ject No: 050.20 eet No: 1 14 0 1/A11A 3 A300 1 Enlarged Level 4 Plan - Area C KEYPLAN: �15 SCALE: 1/8" = 1'-0" NTS 3 A202 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" \n%" Attachment D A 0 ■ (it DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c Oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: jNoj Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Level 4 Plan - Area C F ject No: 050.20 eet No: 1 15 0. KEYPLAN: NTS SNOWFENCE TYP 18" C EAVE, SNOWFENCE EN OFF ADJACENT ROOFS 3 A200 Enlarged Roof Plan - Area A SCALE: 1/8" = V-0" 2 A201 1 A300 2 A300 EDGE 1/A117 Scale: 1/8" = 1'- 0" 0' 4'-0" 8'-0" 16'-0" Attachment D A 0 ■ (I t DESIGN TAB Associates + DTJ DESIGN 0056 Edwards Village Blvd. Suite 210 Edwards, CO 8132 (970) 766-1470 fax: (970) 766-1471 email: tab@vail.net www.tabassociates.com Seal G� O N .N N 00 O � � � O S O 0 0 a �c oes V o 3 L � � Q O (M) O�0 M I.Y M Revisions: jNoj Description Date Issue Dates: MDP 07/16/2021 Sheet Title: Enlarged Roof Plan - Area A F ject No: 050.20 eet No: 1 16