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Home My WebLink AboutSDP200900004 Legacy Document 2009-08-12� FI- if��1► . ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP 2009 -04 Elledge Staff: Elizabeth Marotta, Senior Planner Property, AT &T CV313A PWSF Planning Commission Public Hearing: Board of Supervisors Hearing: August 18, 2009 NIA Owners: Joan C. Elledge Applicant: Gerry Sharp, AT &T Contact: Valerie Long, Williams - Mullen Acreage:.2.92 +1- Acres Rezone from: Not applicable (Lease Area: 600 square feet) Special Use Permit for: Not applicable TM P: 062B1 -00 -0E -01100 By -right use: RA, Rural Area Location: 415 Key West Drive (Private segment), in the Key West Subdivision approximately 2600' from its intersection with Northwest Lane State Route 1447). Proffers /Conditions: No Magisterial District: Rivanna Requested # of Dwelling Units /Lots: N/A DA, - RA - X Proposal: Proposal to install a Tier II Comp. Plan Designation: Rural Area in personal wireless service treetop facility. Rural Area 2 The proposed facility consists of a 103'- 2"- tall monopole measured above ground level (AGL), painted brown with an approximate top elevation of 574.5 feet, measured above mean sea level (AMSL). This application includes a request to modify Section 4.2.3.2 to allow disturbance of 408 square feet of critical slopes. Character of Property: Forested with a Use of Surrounding Properties: Single - single family dwelling family Residential Factors Favorable: See Report Factors Unfavorable: See Report Recommendation: Section 5.1.4 Personal Wireless Facility- Staff recommends denial of this personal wireless service facility. Section 4.2 Critical slopes waiver- Staff recommends denial of this request. STAFF CONTACT: PLANNING COMMISSION: AGENDA TITLE: PROPERTY OWNER: APPLICANT: Elizabeth M. Marotta August 18, 2009 SDP 09 -04 Elledge Property, AT &T CV313A Joan C. Elledge for AT &T, Gerry Sharp for Williams- Mullen, Valerie Long PART L PWSF PROPOSAL: Request for approval of a treetop personal wireless service facility with a steel monopole that would be approximately 103' -2" tall (7' above the height of the reference tree), with a 10'x 18' structural steel platform to support the equipment cabinets, all within a 20' x 30' (600 square - foot) lease area. This application includes a request to modify Section 4.2.3.2 to allow 408 square feet of disturbance of critical slopes. The site is located at 415 Key West Drive [Private segment] approximately 2600 feet from its intersection with Northwest Lane [State Route 1447]. The property, described as Tax Map 62B1 Parcel E -11, is 2.92 + /- acres in size, is located in the Rivanna magisterial district and is zoned RA, Rural Areas. This application is being made in accordance with Section 10.1.22 of the Zoning Ordinance, which allows for Tier II wireless facilities by -right in the Rural Areas. COMPREHENSIVE PLAN: The Comprehensive Plan designates the property as Rural Area in Rural Area 2. CHARACTER OF THE AREA: The proposed facility will be located approximately 160' north of Key West Drive in an area that is wooded [See Compound Plan & Elevation, Attachment G, Sheet 4] and downslope from the road. Access to the facility will be from a 12' wide extension of the existing gravel driveway, to be installed at- grade, within a new 20' access easement. Disturbance of critical slopes is required to install the access road, footers of the equipment platform and monopole. There is an existing dwelling on the site, and the nearest off -site dwelling unit to this site is approximately 263' southwest of the proposed facility site. PLANNING AND ZONING HISTORY: None available. STAFF COMMENT: Section 3.1 provides the following relevant definitions: Tier II personal wireless service facility: A personal wireless service facility that is a treetop facility not located within an avoidance area. Treetop facility: A personal wireless service facility consisting of a self - supporting monopole having a single shaft of wood, metal or concrete no more than ten (10) feet taller than the crown of the tallest tree within twenty -five (25) feet of the monopole, measured above sea level (ASL), 2 and includes associated antennas, mounting structures, an equipment cabinet and other essential personal wireless service equipment. Avoidance area: An area having significant resources where the siting of personal wireless service facilities could result in adverse impacts as follows: (i) any ridge area where a personal wireless service facility would be skylighted; (ii) a parcel within an agricultural and forestal district; (iii) a parcel within a historic district; (iv) any location in which the proposed personal wireless service facility and three (3) or more existing or approved personal wireless service facilities would be within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet; or (v) any location within two hundred (200) feet of any state scenic highway or by -way. Section 5.1.40(4), "Tier II facilities" states: "Each Tier 11 facility may be established upon commission approval of an application satisfying the requirements of subsection 5.1.40(a) and demonstrating that the facility will be installed and operated in compliance with all applicable provisions of this chapter, criteria (1) through (8) below, and satisfying all conditions of the architectural review board. The commission shall act on each application within the time periods established in section 32.4.2.6. The commission shall approve each application, without conditions, once it determines that all of these requirements have been satisfied. If the commission denies an application, it shall identify which requirements were not satisfied and inform the applicant what needs to be done to satisfy each requirement. " The applicant has submitted an application that satisfies the requirements set forth in Section 5.1.40(a) and has performed two balloon tests at the location of the proposed facility. The balloon tests were conducted on January 23, 2009 and February 26, 3009. Photographs from the balloon tests are attached as Attachment D. Section 5.1.40(d)(1): The facility shall comply with subsection 5.1.40(b) and subsection 5.1.40(c)(2) through (9). Staff has determined that the proposed facility's location complies with all of the exemptions of Section 5.1.40(b) and the proposed equipment meets all relevant design, mounting, and size criteria that are set forth in Section 5.1.40(c)(2) and (3). The remainder of subsection (c) provides requirements that are subject to enforcement if the facility is approved. Section 5.1.40(d)(2): The site shall provide adequate opportunities for screening and the facility shall be sited to minimize its visibility from adjacent parcels and streets, regardless of their distance from the facility. If the facility would be visible from a state scenic river or a national park or national forest, regardless of whether the site is adjacent thereto, the facility also shall be sited to minimize its visibility from such river, park or forest. If the facility would be located on lands subject to a conservation easement or an open space easement, the facility shall be sited to so that it is not visible from any resources specifically identified for protection in the deed of easement. The proposed facility includes a monopole that would have a height of approximately 103' -2" above ground level (AGL), or 574.5 feet above mean sea level (A.MSL). The height of the reference tree is approximately 567.5 feet above mean sea level (AMSL), which is 7' shorter than the proposed monopole and 25 feet south of the proposed monopole. 3 Two balloon tests were conducted. The first was held on January 23rd 2009, after which the applicant realized there were technical and site errors and therefore a second test was held on February 26th 2009. In each case, the applicant notified the Key West neighborhood association so that interested parties could attend. During the second test, staff observed a test balloon floated to the approximate height of the proposed monopole. The following evaluation is based on the results of the second balloon test. The balloon was visible from almost all locations north and northwest of the site. Particularly, it was skylighted from Dunlora, the Rivanna River floodplain (Dunlora Farm Road), and the Pen Park playground. However, while the tower was visible above the treeline, it was from a great distance and the balloon was only slightly perceptible, or, it was seen for a short distance between a break in the tops of trees. Please see Attachment X for photos and location descriptions. From the ground on Key West Drive and from abutting properties the balloon was slightly visible looking up through the trees; it was not skylighted from any point south or east of the site. Because only two (2) trees are to be removed during construction, visibility of the tower is not expected to increase. In addition, the ground equipment is not expected to be visible, as the equipment is proposed to be located within an existing stand of trees and vegetation and will be painted "Java Brown" in color. Additionally, the landscape plan provides for a double row of screening shrubs along the side property lines, thereby further diminishing its visibility from abutting properties. Visibility from within the Key West neighborhood has been mitigated and the low level of visibility is not expected to have a negative impact on adjacent properties or Key West Drive. Section 5.1.40(d)(3): The facility shall not adversely impact resources identified in the county's open space plan. Staffs analysis addresses the concern for the possible loss of aesthetic, historic, and natural resources. Aesthetic resources: The County's wireless service facilities policy encourages facilities with limited visibility, facilities with adequate wooded backdrop, and facilities that do not adversely impact Avoidance Areas (including Entrance Corridors and historic resources). In this case, the tower is visible (if only slightly) and in order to install the tower disturbance of critical slopes is required. The proposed location is not within and will not be visible from an entrance corridor. The proposed lease area is not delineated as a significant resource on the Open Space and Critical Resources Plan. A tree conservation plan, with measures limiting the impacts to existing trees remain will be submitted prior to application for the building permit, as required by the ordinance. Staff has reviewed the application and finds that even though the monopole would be visible, its impact is so minimal that it would not result in negative impacts to County aesthetic resources. Natural resources: It should be noted that in 2004 the Biodiversity Work Group (an advisory committee authorized by the Board of Supervisors) issued a report entitled, Albemarle County Biodiversity; A report on its History, Current Conditions, and Threats, with Strategies for Future Protection. This report identified properties with steep slopes as important native -plant habitats. Specifically, the report's Appendix A identifies Key West on the list of the Initial List of Important Sites, and supplementary GIS mapping shows the subject parcel within an identified "Important Biodiversity Site" [Attachment F]. This report has never been adopted as official policy, however Planning Staff has reviewed the application and advised that it would not be appropriate to approve a critical slopes waiver in this location, as it would threaten native plant habitat. Section 5.1.40(d)(4): The facility shall not be located so that it and three (3) or more existing or approved personal wireless service facilities would be within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet. There are no existing personal wireless service facilities located within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet. Section -5.1.40(d)(5): The maximum base diameter of the monopole shall be thirty (30) inches and the maximum diameter at the top of the monopole shall be eighteen (18) inches. Notes on the site plan for this facility propose a monopole diameter not to exceed 30 inches at the base or 18 inches at the top. These dimensions comply with the maximum width requirements for treetop monopoles serving Tier 11 facilities. Section 5.1.40(d)(6): The top of the monopole, measured in elevation above mean sea level, shall not exceed the height approved by the commission. The approved height shall not be more than seven (7) feet taller than the tallest tree within twenty -five (25) feet of the monopole, and shall include any base, foundation or grading that raises the pole above the pre - existing natural ground elevation; provided that the height approved by the commission may be up to ten (10) feet taller than the tallest tree if the owner of the facility demonstrates to the satisfaction of the commission that there is not a material difference in the visibility of the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree; and there is not a material difference in adverse impacts to resources identified in the county's open space plan caused by the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree. The applicant may appeal the commissioner's denial of a modification to the board ofsupervisors as provided in subsection 5.1.40(d)(12). As mentioned previously in this report, the proposed monopole would have a height of approximately 574.5 feet above mean sea level (AMSL). The height of the reference tree is approximately 567.5 feet above mean sea level (AMSL). The proposed monopole will be seven (7) feet taller than the tallest tree within twenty -five (25) feet. Section 5.1.40(d)(7): Each wood monopole shall be a dark brown natural wood color; each metal or concrete monopole shall be painted a brown wood color to blend into the surrounding trees. The antennas, supporting brackets, and all other equipment attached to the monopole shall be a color that closely matches that of the monopole. The ground equipment, the ground equipment cabinet, and the concrete pad shall also be a color that closely matches that of the 5 monopole, provided that the ground equipment and the concrete pad need not be of such a color if they are enclosed within or behind an approved structure, fagade or fencing that: (i) is a color that closely matches that of the monopole; (ii) is consistent with the character of the area; and (iii) makes the ground equipment and concrete pad invisible at any time of year from any other parcel or a public or private street. The applicant is proposing the installation of a facility with a steel monopole. The proposed color for the tower is a brown paint (Sherwin Williams #6090 Java Brown) to match existing surroundings. The proposed ground equipment, ice bridge, and cables will also be painted brown (SW 46090 Java Brown). Section 5.1.40(d)(8): Each wood monopole shall be constructed so that all cables, wiring and similar attachments that run vertically from the ground equipment to the antennas are placed on the pole to face the interior of the property and away from public view, as determined by the agent. Metal monopoles shall be constructed so that vertical cables, wiring and similar attachments are contained within the monopole's structure. A note is provided on the site plan to indicate that all coax cables will be located inside the monopole. Section 704(a)(7)(b)(I)(II) of The Telecommunications Act of 1996: The regulation of the placement, construction and modification of personal wireless facilities by any state or local government or instrumentality thereof shall not prohibit or have the effect of prohibiting the provision ofpersonal wireless services. The Telecommunications Act addresses concerns for environmental effects with the following language, "No state or local government or instrumentality thereof may regulate the placement, construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commissions' regulations concerning such emissions." In order to operate the proposed facility, the applicant is required to meet the FCC guidelines for radio frequency emissions. These requirements will adequately protect the public health and safety. It is staff's opinion that the denial of this application would not have the effect of prohibiting the provision of personal wireless communication services. RECOMMENDATION: Staff has identified factors which are favorable and unfavorable to this proposal: Factors favorable to this request include: I . The lease area for the ground equipment and monopole are not located on significant features identified in the Open Space Master Plan or other adopted plans or studies. 2. The facility has limited visibility from surrounding areas and where the site is visible it is only slightly perceptible and from a great distance. The design of the facility and proposed landscaping minimize and mitigate visibility. Factors unfavorable to this .request include: I. The monopole is visible, even if only slightly, from Pen Park, the Dunlora neighborhood, and the Rivanna River floodplain ( Dunlora Farm Road.) Cl 2. A critical slopes waiver is required; The Biodiversity Work Group's 2004 report identified this area of Key West as important native plant habitat. SUMMARY and RECOMMENDATION By itself, the visibility of the proposed PWSF is not such that it would constitute an Avoidance Area; while it is located near the top of a ridge line and it would be slightly visible above the treeline, it would be barely perceptible. However, combined with the need to disturb critical slopes that have been named on the Biodiversity Work Group's List of Important Sites, staff cannot recommend approval of the application. Recommendation: Staff recommends denial of this personal wireless service facility. However, should the Planning Commission find the impacts of the proposed critical slope disturbance minimal enough to not warrant implementation of the recommendations of the Biodiversity Work Group, staff would support the decision to approve this application. *Note: In order to comply with Section 5.1.40(d) of the Zoning Ordinance, the Planning Commission is required to provide the applicant with a statement regarding the basis for denial and all items that will have to be addressed to satisfy each requirement. PART II: CRITICAL SLOPES MODIFICATION The request for a modification has been reviewed for both the Engineering and Planning aspects of the critical slopes regulations. Section 4.2.3.2 of the Zoning Ordinance restricts earth - disturbing activity on critical slopes, while Section 4.2.5(b) allows the Planning Commission to waive this restriction. The applicant has submitted a request and justification for the waiver [Attachment B], and staff has analyzed this request to address the provisions of the ordinance. The requested critical slopes are natural. Staff has reviewed this waiver request with consideration for the concerns that are set forth in Section 4.2 of the Zoning Ordinance, entitled "Critical Slopes." A request to allow disturbance of critical slopes must be reviewed in accord with the requirements of Section 4.2.5. This section requires a two part analysis. Section 4.2.5(a) is a review of the technical performance standards. If these technical standards are not met the disturbance of critical slopes cannot be approved by the Planning Commission. If the technical standards are met the Planning Commission may then consider the disturbance of critical slopes. The criteria for the Planning Commission's review of the disturbance of critical slopes are found in Section 4.2.5(b). Staff's analysis of the request is presented in two parts: Section 4.2.5(a)- Review of the technical performance standards.: Description of critical slope area and proposed disturbance: This request is to disturb approximately 408 square feet of natural slopes, or approximately 0.3% of the parcel area. The total area of critical slopes on the parcel is approximately 1.74 acres; a G1S reap was generated that shows the extent of approximate critical slopes based on County topography [Attachment E]. The proposed disturbance is located in two locations; the first is along a bend in the access road, where a 109 square -foot area would be disturbed to extend the existing driveway to the lease area. The other area of proposed critical slopes disturbance is a 299 square -foot area under the equipment platform and monopole; extensive grading is not proposed in this area, however disturbance is required to install the footers and permanent stabilization. The areas of proposed disturbance are delineated on Sheet 18 of Attachment G. Below, each of the concerns of Zoning Ordinance Section 18 -4.2 is addressed: 1. "Rapid and/or large scale movement of soil and rock ": This plan does not meet the minimum threshold for needing an Erosion and Sediment Control Plan approved by the county. Because the applicant is proposing to use an equipment platform, as opposed to a concrete pad, substantial grading is not required. Notes are provided on the plan that blasting or the use of explosives is not permitted. Permanent stabilization will be achieved through finish - grading, gravelling, and grass /vegetation. The applicant has correctly shown silt fence downhill of the development, which should help trap some sediment. 2. "excessive stormwater run -off': No adverse effect are anticipated; finish surface below the equipment platform will be pervious, consisting of a layer of gravel over a meshed layer of geo- synthetic fibers that will filter water back into the soil. Peak flows will increase with this project, but the additional runoff is not a great concern because the water will be in a sheet flow on an already stabilized slope. 3. "siltation of natural and man -made bodies of water': No existing bodies of water are on the subject parcel; however the Rivanna River is immediately downslope of the property. The area between the proposed lease area and the river is undisturbed and vegetated with a mature stand of trees and undergrowth. Proposed soil compaction, geo - synthetic fiber layer, and gravelling associated with this project will stabilize the soil that is disturbed with the installation of this facility. This plan does not meet the minimum threshold for needing an Erosion and Sediment Control Plan approved by the county. The applicant has correctly shown silt fence downhill of the development, which should help trap some sediment. 4. "loss of aesthetic resource': The subject property is not featured on the Open Space Plan maps, no mature trees are proposed to be removed, and the majority of existing vegetation will remain. The disturbed slopes will likely not be noticed by adjacent property owners due to the dense vegetation around the site. No loss of aesthetic resource is associated with the disturbance of the proposed critical slopes. 5. "septic effluent ": No septic systems of drainfields are proposed with this project. �i Summary: Based on the above review, the applicant has satisfactorily addressed the technical criteria for the disturbance of critical slopes. Section 4.2.5(b)- Recommendations on the fzndinus that must be made by the Planning Commission in order to allow disturbance of critical slopes. The commission may modify or waive any requirement of section 4.2 in a particular case upon finding that: 1. Strict application of the requirements of section 4.2 would not forward the purposes of this chapter or otherwise serve the public health, safety or welfare, or that alternatives proposed by the developer would satisfy the purposes of section 4.2 to at least an equivalent degree; or (Added I1- I5 -89) The subject site has been listed on the Biodiversity Work Group's "Initial List of Important Sites" (discussed previously under PART I of the staff report) for being a natural habitat for spring wildflowers and Delphinium tricorne (dwarf larkspur). The Biodiversity Work group is an advisory group to the Board of Supervisors. The report, while not adopted as public policy, recommends preservation of these habitats, and allowing disturbance of steep slopes may threaten these habitats. The existing house and septic system limit the areas on the site that are outside of critical slopes, but the applicant has responded to staff comment and located the access drive and facility outside of steep slopes as much as possible and has minimized proposed disturbance to critical slopes. [A map of critical slopes on the site is attached as Attachment E.] 2. Due to its unusual size, topography, shape of the property, location of the property or other unusual conditions, excluding the proprietary interest of the developer, the requirements of section 4.2 would effectively prohibit or unreasonably restrict the use of the property or would result in significant degradation of the site or adjacent properties. Such modification or waiver shall not be detrimental to the public health, safety or welfare, to the orderly development of the area, or to adjacent properties, or be contrary to sound engineering practices; or (Added 11- I5 -89) As shown in the critical slopes map [Attachment X], the entire northern portion of this property is critical slopes. The location of the existing house, septic system, and driveway restricts the area in which a personal wireless service facility (PWSF) could be located, screened, and not impact any critical slopes. However, this request is to allow disturbance of critical sloped to allow a PWSF on a property that already has an existing dwelling on it; to deny the request would not prohibit or unreasonably restrict the use of the property, as it may continue to be used as a residence in accordance with the Rural Areas (RA) zoning. Additionally, staff has reviewed the request and found that approval of the modification would not be detrimental to public health, safety, or welfare, to the orderly development Z of the area, or to adjacent properties, or be contrary to sound engineering practices. 3. Granting such modification or waiver would serve a public purpose of greater import than would be served by strict application of section 4.2. (Added 11- 15 -89) I It is not uncommon for PWSF applications to request disturbance to critical slopes in order to locate and site the facility such that visibility is minimized. However, in this case the subject site has specifically been identified by the Biodiversity Work Group as an important habitat for native species, and because of that, this request to disturb critical slopes cannot be supported. Staff does not find that in this case, reducing the visibility of the tower is of greater importance than protecting the slopes. SUMMARY AND RECOMMENDATION: Staff review has resulted in both favorable and unfavorable findings: Favorable factors: 1. Permitting the waiver would allow the PWSF to be sited such that visibility is minimized, and this forwards adopted public policy. Unfavorable factors: The Biodiversity Work Group has identified these critical slopes as an important Site for natural habitats Staff opinion is that the unfavorable factors outweigh the favorable factors and therefore staff recommends denial of this waiver. ATTACHMENTS: A. Letter from Applicant (August 10, 2009) B. Critical slopes waiver request (May 27, 2009) C. Photo simulations from Applicant D. Balloon test photos from various locations E. Critical slopes map F. Biodiversity Work Group's Report Appendices and related Map G. Site Plan (selected sheets) 10 1909 j 2009 WILLIAMS MULLEN Direct Dial: 434.951.5709 vlong@wilGamsmullen.com August 10, 2009 VM EMAIL DEL rVERY Ms. Elizabeth M. Marotta Senior planner Albemarle County Department of Planning and Community Development 401 McIntire Road Charlottesville, VA 22902 -4596 Re: SDP 2009 -04 EHedge Property PWSF (AT &T CV313A Rivanna) Dear Elizabeth, In connection with AT &T's proposal for a wireless telecommunications facility on Mrs. Elledge's property (SDP 2009 -04), I offer the following summary of the modifications we have made to the application over the past few months: 1. Pole Height: The height of the proposed pole is exactly seven (7) feet above the top of the reference tree. The reference tree is tree number one, which has a top elevation of 567.5. Thus, seven feet above that height would correspond to a pole that has a top elevation of 574.5. You will note that is the top elevation of the pole, as shown on sheet 4 of the plans. This top elevation of seven feet above the top of the reference tree currently corresponds to a pole height of 103 feet, 2 inches. 2. Access Road Location: We have modified the route of the access road to make it shorter and to keep it out of as many of the critical slopes as possible. The new access road route will only disturb 109 square feet of critical slopes and will not require any trees to be removed for the road itself. Sheet 18 of the plans shows the areas of critical slopes disturbance — the area is right where the road bends to the right and the area is marked and labeled. The original route of the access road went further down the hill around tree number 9, but because that area is all critical slopes, AT &T elected to modify the route of the road to minimize the amount of critical slopes that are disturbed. The original route for the road would have disturbed an additional 1,057 square feet of critical slopes and would have required several more trees to be removed. The new road route also reduces the size of the overall disturbed area from 4,189 square feet to 3,953 square feet, for a difference of 236 square feet. Attachment A A Professional Corporation NORTH CAROLINA • VIRGINIA • WASHINGTON, D.C. • LoNDQN �l 321 Fast Main St., Suite 400 Charlottesville, VA 22902 -3200 Tel: 434.951.5700 Fax 804.783.6507 or 434.817.0977 Il www.wiLh=m mullen.com WILLIAMS MULLEN August 10, 2009 Page 2 3. Canopy Removed: We have removed the proposed canopy from the plans because we determined that it might have made the ground equipment area more visible to the adjacent residences and because it generally increased the massing of the equipment pad. Since this facility will be located within a residential subdivision, we want to take all appropriate steps to minimize its visibility, and AT&T was happy to make this change. 4. Additional Trees Added to Plans: There are a few smaller trees within the 50 foot radius of the pole that were not shown on the original plans because they were small understory trees that were not being relied upon for screening of the facility. They have been added, but because they are significantly shorter than the other trees, they were not measured, and thus are not numbered. Two of these small trees would need to be removed to install the equipment platform, and those trees are identified for removal on sheets 4, 17 and 18 of the plans. Except for these two small trees, AT &T is not proposing to remove any trees to construct the facility. 5. Critical Slopes: Sheet 18 of the plans shows the areas of critical slopes that would be disturbed for the installation of the wireless facility. The official critical slopes waiver request was submitted to you under separate cover on May 27, 2009. The total area of critical slopes that is proposed for disturbance is 408 square feet. As I had noted to you in a prior email, the County engineering staff, when it conducted its review of the critical slopes waiver request, erroneously thought that the area proposed for disturbance was "approximately four thousand square feet" but it is actually only 408 square feet. The total area of critical slopes on Mrs. Elledge's parcel is 1.74 acres. The 408 acres proposed for disturbance equates to .009366 acres, which is 0.5 percent of the 1.74 acres of critical slopes. This area is egual to only one -half of one percent of the entire area of critical slopes, or less than one -third of one percent of the total parcel. I note that the County engineering staff's review of the proposed waiver confirms that the proposal does not meet the minimum threshold of 10,000 square feet of total disturbance for requiring an Erosion and Sediment Control plan_ The total area of disturbance is only 3,953 square feet. The engineering staff has not identified any concerns associated with the proposal that would result in the types of adverse impacts that that critical slopes regulations are intended to prevent (movement of soil and rock, excessive stornnwater run -off, siltation of natural and man -made bodies of water, and loss of aesthetic resources). The engineering staff s comments note that the plans correctly show silt fence downhill of the development which should help trap some sediment, and that any additional water runoff "is not a concern because the water will be in sheet flow on an already stabilized slope." In addition, AT &T has proposed the use of a metal platform for the ground equipment rather than a concrete pad, in an effort to further minimize the disturbance on this area. k12 WILLIAMS MULLEN August 10, 2009 Page 3 Regarding the engineering staff suggestion that we place aggregate (gravel) over all newly created slopes instead of seeding the area for grass, we are willing to use that measure if the County ultimately prefers it. However, sheet 20 of the plans still refer to permanent stabilization using grass seed because we think that grass is more appropriate for the character of the area and the neighborhood. Use of gravel would increase the area of impervious surface, which we have worked hard to keep to a minimum. Given the very small area of disturbance, and the character of the area we think that grass stabilization will be sufficient and look more natural. AT &T has attempted to balance a number of competing policy goals in the siting and design of this proposed wireless telecommunications facility. We worked hard to site the pole in a location where it would be effective for transmitting the signal for the facility, but where it would also be well screened by the existing mature trees on site. The proposal takes advantage of an existing driveway for a large portion of the access road, so that only a small extension of the driveway is needed to access the proposed site of the facility. We have worked to balance the goals of attempting to preserve as many of the mature trees as possible, minimizing the total disturbed area and the areas of critical slopes, and m.inimi ing visibility of the facility from the adjacent and other nearby landowners and from Key West Drive. We hope that the Planning Commission will take these efforts into consideration during its review of the critical slopes waiver request. 6. Landscaping Proposed: We have added landscaping to the plan as shown on sheet 17 in two locations to further screen the view of the base of the tower and the ground equipment from the two adjacent residences. We believe that with the numerous trees on the Elledge property, the distance of the pole and equipment from the adjacent parcels, and the fact that the pole and ground equipment will all be painted brown will enable the facility to blend into the area and be only minimally visible from adjacent properties. However, to help further minimize any view of the facility from adjacent properties, we have added a total of 32 trees to the plans. We are proposing the use of two rows of trees, alternating between Nellie Stevens Holly and Mountain Laurel, for a total of 16 trees on each side of the facility, as shown in more detail on sheet 17 of the plans. The location for the landscaping was carefully selected based on an analysis of the angles at which the facility might be visible from each of the two adjacent parcels. 7. Septic Field Issue: One of the adjacent neighbors has expressed concerns about the location of Mrs. Elledge's septic field, and whether the proposed facility might interfere with it. AT&T engaged Rota Rooter back in February to precisely locate the septic field on site and to confirm that it would not interfere with the proposed facility. AT &T has confirmed that there is no conflict between the septic field and system and the proposed wireless telecommunications facility, and I have previously submitted to you documentation and photographs demonstrating this. Obviously, AT &T has every incentive to ensure that it does not damage the septic system, for it would be responsible for the costs of repairing it. Based on the information from the field A- �3 WILLIAMS MULLEN August 10, 2009 Page 4 survey of the system, AT &T is confident the construction of the facility will not interfere with the septic system. 8. Blasting Not Required for Construction: AT &T will not need to use blasting or any other explosive methods to construct the proposed facility. This is an issue that the neighbors along Key West Drive have been concerned about for some time, as they have shared with me their experiences in constructing their driveways and basements and described the need for blasting through rock underground. I have consulted extensively with AT&T representatives on this issue, including those involved in the construction of facilities. These representatives tell me that blasting is almost never used, and that there are a variety of options for working with rock when constructing facilities. Options include the use of rock anchors, spread footed foundations and other measures that are widely used in many of AT &T's sites throughout Virginia. However, to further address this concern, and to provide the neighbors and County staff and representatives the certainty that blasting and other explosive methods will not be used, AT &T has added the following note to the plans: "All excavation work and all construction activities on this project are to be accomplished without using any blasting or explosive methods." This note appears on sheet 2 and 4. 9, Other Sites Considered: At the Site Review Committee meeting in July there were questions about other sites that were considered for this facility. Before AT &T began lease negotiations with Mrs. Elledge, it first searched in the it miediate area for a collocation opportunity that would enable AT &T to meet its coverage objective in the area (such as a water tank, existing PWFS, tall building, high tension power lines, etc.), for AT &T always prefers to collocate on existing facilities whenever possible. Collocation is usually much less expensive and faster to obtain approval for in Albemarle (collocation would be a Tier I facility rather than a Tier Il facility). Unfortunately, we are not aware of any collocation opportunities anywhere near the area to provide coverage to the area. The coverage objective is a relatively small area, which results in a small area where the facility needs to be located to be effective. There were other properties in the area that AT &T investigated for a Tier H facility, but none of them met all of the necessary criteria (sufficient coverage, existing access road, sufficient tree coverage, willing landowner, among other things). Several neighbors specifically inquired about whether AT &T considered the use of Darden Towe Park for the facility. Back in February, in response to this suggestion from one of the adjacent neighbors, I spoke to AT &T's chief radio frequency engineers who confirmed that the park parcel was not considered because it would not provide coverage to Key West -- there is a parcel in between the park and Key West that would block the signal unless the tower on the park parcel were approximately 150 feet tall. We do not believe a 150 foot tower at Darden Towe Park would be appropriate or consistent with the County's wireless facility and ordinance A- 14 r , WILLIAMS M U LLEN August 10, 2009 Page 5 requirements. By contrast, the proposed facility on the Elledge property, at just seven feet above the top of the reference tree, meets all the requirements of the County ordinance. In addition, and most importantly, it will have extremely limited visibility from nearby properties and roadways. 10. Biodiversity Work Group Report. Thank you for providing information about the biodiversity work Group Report which identified this area as an important native -plant habitat. Given the extremely small footprint of the proposed facility, the extremely small area of proposed disturbance, and that all the trees except for two very small ones are being preserved on site, I do not believe that the proposal will have an adverse impact on the habitat area or on the goals and findings of the Biodiversity Work Group. Furthermore, I note that Mrs. Elledge has not cleared any of the trees or other vegetation on her property to take advantage of the extraordinary views of the area that would be available from her residence if she did, as many of the other residents on Key West Drive have. Mrs. Elledge has allowed the vegetation on site to remain is its natural state for all the years that she has owned it thus preserving the important native plant habitat. 11. Balancin of Factors & Goals: As discussed briefly above, we ask that the Planning Commission take into consideration the balancing of a number of factors, ordinance requirements and policy goals that AT &T undertakes when proposing new wireless telecommunications facilities. Locations must enable AT &T to effectively transmit the wireless signal to the desired coverage objective, while at the same time resulting in a facility that will be minimally visible, preserve as many trees as possible, minimize or avoid critical slope disturbance, not affect any historical, environmental or other scenic resources, comply in all respects with the County's Personal Wireless Facilities ordinance requirements, and of course have a willing landowner interested in leasing to AT &T. Finding a site is always a challenge, and then siting the pole on the property in light of all these goals is an additional challenge. We have endeavored to strike an appropriate balance between all of these goals, and we respectfully request that the County Planning Commission take this into consideration during its review of the proposal. Please let me know if you require any additional information on any of these issues, or in connection with any other aspect of the proposed facility. 6694155_[ DOC Sincerely, VOIAA� W'� Valerie W. Long WILLIAMS MULL.EN Direct Dial: 434.951.5709 vlong@Wjlliamsmullen.com May 27, 2009 VIA HAND DELIVERY Elizabeth Marotta, Principal Planner County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 RE: SDP 09 -0004 Elledge Property / AT &T Site "CV313 — Rivanna" Wireless Telecommunications Facility Critical Slopes Waiver Request Dear Ms. Marotta: AT &T is submitting this request to allow disturbance of a minor area of critical slopes for the installation of a proposed wireless telecommunications facility for our client New Cingular Wireless PCS, LLC (AT &T) known as AT &T site "CV 313A — Rivanna." The subject parcel is identified on the County tax maps as parcel 062B1- 00 -0E- 01100. Overview: The proposed facility consists of a monopole, a 180 square foot elevated equipment platform on four concrete footings and an extension of an existing gravel access road. The size of the disturbed area totals just 3,953 square feet, and of this amount, only 408 square feet are areas of critical slopes. The areas of critical slopes are identified on sheet E &S — 1 (page 17 of 28) on the drawings prepared by BC Architects Engineers dated May 26, 2009 (the "Zoning Drawings "). There are two small areas of critical slopes that would be disturbed by the installation of the facility. The first is along a bend in the access road, where a 109 square foot area would be disturbed to extend the existing driveway to the lease area. The path of the access road has been modified since the application for the facility was initially filed, so that it avoids much larger areas of critical slopes that are located roughly between tree number 8 and 9 on the Zoning Drawings. This modification to the access road route reduced the impact on critical slopes by 1,057 square feet. Locating the access road as shown on the Zoning Drawings will enable the construction of the road with only minimal disturbance of critical slopes, and it will enable the preservation of tree number 9 and tree number 2 as shown on the Zoning DrawinCYQ Attachment B A Professional Corporation NORTH CAROLINA • VIRGINIA • WASHINGTON, D.C. • LONDON 321 East Main St., Suite 400 Charlortesvihe, VA 22902 -3200 Tel: 434.951.5700 Fax: 804.783.6507 or 434.817.0977 r www.williamsmullen.com 1#00 WILLIAMS MULLEN Elizabeth Marota May 27, 2009 Page 2 The other area of critical slopes that would be disturbed by the installation of the facility is a 299 square foot area under the equipment platform and around where the monopole will be located, as shown on the Zoning Drawings. Rather than installing the ground equipment on a concrete pad, the equipment will be located on an elevated metal platform mounted on concrete piers to minimize the impact on the land since the area around the platform is critical slopes. Construction of the platform will not require any significant grading, for the platform piers will vary in height to compensate for the change in topography. Thus, the combined area of disturbed critical slopes totals just 408 square feet, which is an extremely small percentage of the total area of disturbance, and a small percentage of the total size of the parcel. AT &T will address the five health, safety and welfare provisions of section 4.2, Chapter 18 of the Albemarle County Zoning Ordinance below: Rapid and /or large scale movement of soil and rock Construction of the wireless facility, including the equipment platform and access road will not require substantial grading, but, rather, it will require only some minimal fill, gentle smoothing and finish grading. The site will be geologically stabilized with erosion control measures as outlined in the Zoning Drawings. These measures include: 1. Silt fences to confine soil and rock within the telecommunications facility and access road areas; and 2. Soil stabilization blankets and matting at the existing steep slopes. Permanent stabilization of the disturbed areas will be achieved through finish- grading, graveling and grassing /vegetation. Excessive stormwater run -off Overall, the proposed telecommunications facility is calculated to minimally increase the site's soil permeability and stormwater runoff. The finished surface of the telecommunications facility site will be pervious, consisting of a layer of gravel over a meshed layer of geo- synthetic fibers that will filter stormwater back into the soil instead of allowing it to flow off -site. Any excess stormwater runoff will be transported as sheet flow through the highly permeable soils of the existing vegetated downslope area and will be quickly absorbed. 0 WILLIAMS MULLEN Elizabeth Marota May 27, 2009 Page 3 Siltation of natural and man -made bodies of water No existing bodies of water have been identified on the subject parcel, but the Rivanna River is located nearby. The proposed telecommunications facility comprises a minute portion of the property, which is largely wooded and contains a modest residence. The proposed soil compaction, geo- synthetic fiber layer and gravelling will stabilize the soil at the access road and lease area. This structural stabilization — combined with the extensive, existing vegetation to remain down slope from the facility -- will help ensure that no significant amount of silt will enter the nearby Rivanna River. Loss of aesthetic resource The small areas of critical slopes that would be disturbed for the installation of the telecommunications facility are not located on the Open Space Plan maps. The existing aesthetic resources of the subject parcel reside chiefly in the characteristics of the existing woods and vegetation. There will be no significant loss to these resources. The proposed telecommunications facility would be located within a small clearing within the wooded parcel. The majority of the existing woods and vegetation will remain with only one small tree to be removed for this facility. This tree is located near the proposed equipment platform and is significantly shorter than the existing tree canopy; such that it would not be used to screen the tree from adjacent properties. The existing trees to remain will receive tree protection during and after construction as shown on the Zoning Drawings, and would be subject to a tree conservation plan as required by the County Zoning Ordinance. The existing tree canopy will provide sufficient screening of the facility from adjacent parcels. Greater travel distance of septic effluent The proposed telecommunications facility will be unmanned, with no septic or plumbing systems. The concerns of this section are not applicable to-this request. Interpretation of Section 4.2.5(b) Section 4.2.5(b) allows the Planning Commission to waive the restrictions against disturbing critical slopes upon a finding of one of the following (in part): 1. A strict application of these provisions would not forward the purposes of the Zoning Ordinance. B-1Z WILLIAMS M U LLEN Elizabeth Marota May 27, 2009 Page 4 The proposed telecommunications facility would be located in a wooded area on the parcel in order to reduce visibility by using the back drop of trees, but also to remain effective. Its location in this area requires fewer disturbances to the land and makes the tower less visible from the surrounding area. Generally, the critical slopes regulations in the Rural Areas are mainly focused toward ensuring that adequate building sites can be attained for dwellings or other uses dependent on sewage systems without large scale, adverse impacts to critical slopes. Section 5.1.40(b)(1) of the Zoning Ordinance provides that "notwithstanding section 4.2.3.1 of this chapter, a [wireless telecommunications] facility may be located in an area on a lot or parcel other than a building site." According to the Zoning Ordinance, therefore, the building site requirements as they relate to critical slopes are less relevant to personal wireless service facilities. The facility is located at a high elevation point on the side of the hill so that it can provide coverage to the surrounding neighborhoods at a height of only seven feet above the top of the reference tree. The numerous tall trees surrounding the facility will provide effective screening of the facility from adjacent properties, and its design and materials colors will enable it to blend into the existing wooded area, further mitigating visibility. The proposed facility will comply with the requirements for mitigating visual impacts of treetop wireless telecommunications facilities. This particular site was located within the parcel to take advantage of an existing driveway to access the lease area for the wireless facility, and will require only a short extension of the driveway. The path of the driveway extension was carefully selected to disturb the smallest area of critical slopes as possible, and was in fact modified from its original location, which would have disturbed a larger area of critical slopes. The original design of the access road would have impacted an additional 1,057 square feet of critical slopes. The precise location of the proposed facility enables it to meet the requirements of Section 5.1.40 of the Zoning Ordinance and to comply with the provisions and goals of the County's Personal Wireless Services Facility Policy. An important component of a minimally visible wireless facility is, in addition to its design and color, that it be located whenever possible on the side of a hill and not on the top of a hill or ridgeline, so that there is a backdrop of trees behind the facility, or so that the facility does not protrude excessively above the top of the trees. This application employs that technique in that it is not located at the high point of the hill, but rather slightly down the hill. This enables the facility to utilize the surrounding trees to screen it from nearby residences and adjacent properties. 8.19 0 WILLIAMS MULLEN Elizabeth Marota May 27, 2009 Page 5 The location also enables the proposed facility to be located within a small clearing within a large wooded area, and for it to be technologically effective at a height of seven feet above the reference tree. The precise location enables the facility to comply with the setback requirements in the Zoning Ordinance that require the monopole to be set back from adjacent property lines by a distance equal to the height of the monopole. This location also avoids the need to remove any tall trees, and allows the facility to be installed with minimal impact on the land while disturbing only a very small area of critical slopes. Other locations within the parcel would require disturbing larger areas of critical slopes, a longer access road, and likely the removal of trees, and such locations would likely not provide the same level of screening of the facility from adjacent residences. The use of an elevated equipment platform will further minimize any impact on the critical slopes. Therefore, strict applications of Section 4.2 would not forward the purposes of the Albemarle County Code or the Personal Wireless Services Facility Policy. 2. Due to its unusual size, topography, shape of the property, location of the property or other unusual conditions, excluding the proprietary interest of the developer, the requirements of section 4.2 would effectively prohibit or unreasonably restrict the use of the property or would result in significant degradation of the site or adjacent properties. The subject parcel is wooded but has sloping terrain. It is well- suited for a wireless telecommunications facility in that it is wooded and located at a high elevation point, which provides for an effective signal quality and visual screening. Strict application of the requirements of section 4.2 would prohibit the applicant from being able to locate the facility in the location on the property that provides the best balance of minimal impact on the land, visual screening of the facility (including its ground equipment), compliance with setback requirements, use of an existing driveway to access the lease area, and avoiding tree removal. It would also require the facility to be located closer to the existing residence on site to avoid the areas of critical slopes, which would have an adverse impact of making the facility significantly more visible to adjacent residential properties and to motorists and pedestrians along Key West Drive in front of the property. In its current location the ground equipment and the base of the pole will be screened from Key West Drive by the natural terrain and the existing vegetation, and will be largely screened from the residences on either side of the subject parcel by vegetation, and by the careful location of the facility and its design and colors. -�fX) 0 WILLIAMS MULLEN Elizabeth Marota May 27, 2009 Page b Thus, due to the parcel's unusual topography the application of the strict requirements of Section 4.2 would unreasonably restrict the installation of a telecommunications facility on this subject parcel. The siting of the telecommunications facility was specifically chosen to reduce the visibility of the monopole from the surrounding area, including adjacent residences. 3. Granting such modification or waiver would serve a public purpose of greater import than would be served by strict application of section 4.2. Wireless telecommunications facilities are an important utility for the public to provide reliable mobile phone coverage for emergency purposes as well as an important utility for emergency personnel who commonly locate their own equipment on the monopoles. In this particular instance, the siting of this monopole on the side of a hill will mitigate potential visual impacts to the public. Thus., it will enable the public to benefit from the wireless telecommunications services without the facility having an adverse visual impact. The precise location will also enable the facility to comply with the goals and requirements of the County's Personal Wireless Services Facility Policy, and other goals of the Comprehensive Plan. Conclusion: Many of the concerns associated with the disturbance of critical slopes and the criteria for evaluating a critical slopes waiver are considered and addressed generally through the existing Personal Wireless Service Facilities Ordinance requirements, such as the requirements for tree conservation plans, finished grades, and sound construction techniques. The proposed telecommunications facility would be located in a small clearing within a heavily wooded area using a short access road (a portion of which already exists), and, because of the siting, has a number of trees nearby to reduce its visibility. The use of the elevated equipment platform instead of a concrete pad, will further reduce the impact on the critical slopes. I appreciate your thoughtful consideration of this request. Please contact me if you have any questions or need any additional information. Sincerely, V"W,P�Y� Valerie W. Long 60.56650_ I .DOC B-Zt -. Jig 1 _ t }�+e - +• f — mot' f ��'� . L- L • *- __ f — J f- � •Je -7 i S fr rt� "� CIA `r l M5 O � 0 � CL E ta y � ��3 Uz O w N I _ CQ V �Y U) ! O r E � x Q Y w T- T— Attachment C •w 1 I i �a fir.* �.i'� y+•` y ' amp' Ap IF A?'= N a C4 My o r CLo ao ow M M > _AW 00 r2t��o m. °� L. Ix > !C "' T- T- Ali emL do At' v wr f. F lob 40 99( i i — r V O O f5 7 c-ZS . ,�. ,i ,'� .� �. S cick FE P«acnmeni v + t'1 P� i y 4 S 0 V7 -- Q. -4 4 -- kO z a�E� y $� ❑lIII❑IIIIi ❑AA i❑ snow _. P. l!1 L U W aF ; I Q r dell + s f r In T y. :r ti .. d +F + ' �F AF *, LU __ i Jm _, Attachment E Ell Biodiveysi t7y Work Group Report: Appendices A: Initial List of Important Sites...... B: An Annotated List of the Mammals of Albemarle County ..................... C: Birds ......................................................................... ............................... An Annotated List of the Birds of Albemarle County ............................. Bird Species Status Tables and Charts ...................... ............................... Species of Concern in Albemarle County ............ ............................... Trends in Observations of Species of Concern ..... ............................... D. Fish of Albemarle County ........................................ ............................... E. An Annotated Checklist of the Amphibians of Albemarle County......... F. An Annotated Checklist of the Reptiles of Albemarle County, Virginia G. Invertebrate Lists ..................................................... ............................... H. Flora of Albemarle County ...................... . ......... . ...... I ........................ .... 1. Rare Plants of Albemarle County ............................. ............................... J. Education Framework/table ..................................... ............................... ............ 2 .......... 18 .......... 18 .......... 28 .......... 28 .......... 30 .......... 37 .......... 41 .......... 45 .......... 51 .......... 69 .......... 69 .......... 72 The following table explains the Natural Heritage ranking codes used for Global (G), National (N), and State (S) status of individual species throughout this document. Source: UN-EP World Conservation Monitoring Center website, http: / /www.unep- wcmc.org /index,html? http: / /www.unep- wcme.org /species /plants /status _ tne.htm --main ; accessed June, 2004. Heritage Natural Definition R.a n k GX, NX, SX presumed extinct (not located despite extensive searches) GH, NH, SH possibly extinct (or h historical occurrence (still some hope of discovery) G1, N1, S1 critically imperilled (typically five or fewer occurrences or 1,000 or fewer individuals) G2, N2, S2 imperilled (typically six to twenty occurrences or 1,000 -3,000 individuals) G3, N3, S3 vulnerable (rare; typically 21 to 100 occurrences or 3,000 to 10,000 individuals NR, SR, N ?, S? Recorded within nation or state, but local status not available; when combined with global rank of G1 to G3, local status is given in this book as Indeterminate G4, N4, S4 Apparently secure (uncommon but not rare; some cause for long -term concern, usually more than 100 occurrences and 10,000 individuals) G5, N5, S5 Secure (common, widespread and abundant) Attachment F E A: INITIAL LISTOF IMPORTANTSITES Table A-1: Initial LM of .• - - County Locations of pecial Plant Communffie5, Unusual Habitat5, or r- to Scarce in the • Rivanna Bald Eagle Nest Site. On the south side of the Rivanna River opposite Glenmore, a rare Bald LEa'gle Lnestj was found. (USGS Quadrangle: Simeon) Brush Mountain Rock Face. Brush Mountain Rock Face is an outstanding example of a south- facing, open granite -slope plant community located 3.1 miles northeast of Faber. The only known station for Minuartia glabra (Appalachian Sandwort) is found here. A small colony of Cheilanthes tomentosa (wooly lip- fern), one of only two known county sites is found nearby. (USGS Quadrangle: Schuyler) Bucks Elbow. Bucks Elbow Mountain has greenstone cliffs and open rock faces on the southeast side which support two colonies of Potentilla arguta (tall cinquefoil). This plant is rare in Virginia where it is on the edge of its known range and this site is the only one known in Albemarle County. This is also the location of the only known County occurrence of the pine snake (Pituo his melanoleucus). (USGS Quadrangle: Crozet) Bungletown. Bungletown, at the east foot of the Fan Mountains, is the site of the only known native occurrence of Rhododendron maximum (great laurel) in the county. It is found in a small colony in the woods on the upper Shee neck Branch. (USGS Quadrangle: Schuyler) Buzzard Rock. "Buzzard Rock," on the east side of Dudley Mountain, is the site of an outstanding open granite rock -face plant community (lithophytes). Other parts of Dudley mountain are interesting both for plant communities and birds. Hairy lip -fern (Cheilanthes lanosa), Rock selaginella (Selaginella rupestris), and Appalachian phacelia (Phacelia dubia) occur here. (USGS Quadrangle: Alberene) Campbell Wetlands 1, 2. Near Campbell, in a wooded area northwest of the railroad, is the only county occurrence of the beautiful Polemonium reptans (Jacob's Ladder), found along with many spring ephemerals. About 0.7 mile northeast of Campbell is a small marsh containing Caltha palustris (marsh marigold), Nuphar luteum (spatterdock), and Carex soicta ( stool sedge). The only known occurrence in the county of Carex shortiana (Short's sedge) is also in this area. (USGS Quadrangle: Keswick) Chalk Rock. Chalk Rock is an exemplary open rock plant community on the south end of Chalk Mountain, 2.75 miles north of Covesville. The lovely orchid Hexalectris spicata (crested coralroot) and the rock fern Cheilanthes tomentosa (wooly lip -fern) occur nearby; both are known from only one other station in the county. (USGS Quadrangle: Covesville) Doyles/Moormans River Confluence. The Doyles River/Moormans River confluence and adjacent floodplain and wetland areas are excellent bird habitat. In winter, swamp and tree sparrows, snipe; in summer, willow flycatchers. (USGS Quadrangle: Brown's Cove) Fan. Mountains 1 -2. The Fan Mountains are a rich, mostly wooded region with many ravines and stream valleys. This is the only known site in the county for Lygodium palmatum (climbing fern). The area is rich in ferns including Dryopteris celsa (log -fern), Dryopteris goldiana (Goldies fern), and Diplazium pycnocarpon (glade fern), the unusual closed gentian, Gentian clausa, is also found here. (USGS Quadrangle: Covesville) Hybrid Fern Dryopteris x booth Site. A rare in Albemarle fern hybrid, Dryopteris x boonii is found here. (USGS Quadrangle: Charlottesville West) Green Mountain near )E;stouteville. Green Mountain, a low (about 750 feet high) ridge in southern Albemarle, has a number of interesting sites. Near "Estouteville ", two stations are found for Ribes rotundifolium (smooth gooseberry), the only records in the county east of the Blue Ridge. Also found nearby is a colony of Dryopteris celsa (log-fern). (USGS Quadrangle: Alberene) Hardware River Bluffs. Among a number of north to northeast facing bluffs along the Hardware river, one of the most interesting is located 2 miles south of Carter's Bridge. This wooded bluff has Tsaga canadensis (eastern hemlock), Pinus rigida (pitch pine), Pinus pungens (table- mountain pine), and the scarce in the Piedmont shrub Com tonia peregrina (sweet fern). (USGS Quadrangle: Alberene) Henleys Pond, Beaver Creek Reservoir, Lake Albemarle. This area contains three lakes, Henley's Pond, Beaver Creek Reservoir, and Lake Albemarle. These lakes and the surrounding fields and woods are prime bird habitat in all seasons. (USGS Quadrangle: Crozet) Jefferson Mill. A north - facing, wooded Kalmia bluff on the Hardware River 0.7 mile above the Jefferson Mill. Xero h llum as hodoloides (turkey beard) is found here. (USGS Quadrangle: Scottsville) 11, '�_/ f F1 Key West. Another site along the North Fork Rivanna lies between Red Bud Creek and the north end of the bluffs at the Key West subdivision. This is a good spring wildflower area and is another site for Delphinium tricorne (dwarf larkspur). (USGS Quadrangle: Charlottesville East) McCullough Site. The McCullough site is an area of south - facing hardwoods bluffs on the James River running about 0.5 miles upstream from a point 3.2 miles west of Warren. Two colonies of Quercus muhlenbergii (chinquapin oak), the only two stations in the county, are found within a half mile of each other on the river here. (USGS Quadrangle: Esmont) Monticello Mountain Bluffs. Another outstanding site is the rich, wooded, north facing bluff of Monticello Mountain on the Rivanna River, A rich spring display of wildflowers includes Xanthorhiza simplicissima (yellow root), Mertensia virginica (bluebells), and Staphylea trifoliata (bladder -nut). The unusual sedge Carex albursina is also found here. (USGS Quadrangle: Charlottesville East) Moormans River Bluffs 1,2. North facing bluffs along the Moorman's River west of Ridge Road . In a seep under the hemlocks, the wild northern white violet, Viola mackloskeyi, is found. The beautiful purple flowering raspberry, Rubus odoratus, is found downstream from the bluffs. (USGS Quadrangle: Free Union) Mount Alto Bluffs. Mount Alto bluff, a north- facing pine - hardwoods -heath association on the Rockfish River 3 nailes southeast of Schuyler. Rhododendron catawbiense (Catawba rhododendron), Xerophyllum asphodeloides (turkey beard), Dirca palusois (ieatherwood), Lycopodium tristachyum (slender groundpine), Waldsleinia fragarioides (barren strawberry, found at only one other station in the county) all occur at this site. Both Pinus un ens (table- mountain pine) and Pinus ri ida (pitch-pine). This is a superb site. (USGS Quadrangle: Schuyler) North Fork Cunningham Creek. East of Woodridge several branches of the North Fork Cunningham Creek provide sites for several Albemarle plant rarities. This is the only known county station for Veratrum vi rginicum (bunch - flower) and Orontium aguaticum (golden- club). The very scarce orchid Malaxis unifolia (green adder's - mouth) also occurs here. (USGS Quadrangle: Simeon) North Fork Rivanna South of Proffit Road. Probably the most outstanding wildflower site in Albemarle County is the 1.85 mile long, northwest facing wooded bluff and floodplain along the North Fork Rivanna below the Route 649 bridge. The display of spring ephemerals here is fantastic. Several colonies of Trillium sessile (toad trillium- -the only known county occurrence) and Delphinium tricome (dwarf larkspur- -one of only three county occurrences) are found here. Three very scarce ferns, Asplenium bradleyi (Bradley's spleenwort- -only known county station), Asplenium pinnatifidum (pinnatifid spleenwort), and Asplenium x trudellii (Trudell's spleenwort) occur here on quartzite cliffs upslope. This is also a important area for birds. (USGS Quadrangle: Charlottesville East) North Rivaurra Flood Plain and Piney Mountain. This area near the GEFanuc Facility, north of Chris Greene Lake and south of Piney Mountain, includes flood plain of the North Rivanna River and associated slopes. Prothonotary warblers, very rare in Albemarle County, found singing as if on territory during nesting season. An unusual sedge, Carex hirti olia is found near the river. (USGS Quadrangle: Earl sville) Pinkerton Slash. Pinkerton "Slash" is a small swamp bordered by a marshy area located off Route 633, 1.1 miles southwest of South Garden, Rhus vernix (poison sumac) (one of only two known stations in the county), Leucothoe racemosa (swamp fetter -bush) (only known county station), Maianthemum canadense (Canada May - flower - -a mountain species), and the rare in the county orchid Platanthera peranzoena (purple fringeless orchid) are all found here. (USGS Quadrangle: Covesville) Power Line at 618 North East of Woodridge. Powerline and adjacent areas south of Route 618 near the Albemarle - Fluvanna boundary. Many interesting wet soil plants including Lobelia georgiana (lobelia), only county record, and Viburnum nudum (southern wild raisin). (USGS Quadrangle: Simeon) Preddy Creek Wetlands (see also Earlysville ). A long stretch of discontinuous Preddy Creek "wetlands ", rather unusual in Albemarle County, runs from Three Forks southwest to Gilbert. Slightly northeast of this wetland is a small colony of Quercus imbricaria (shingle oak) for which this is the only known extant occurrence. (USGS Quadrangle: Barboursville) Preddy Creek Wetlands (see also Barboursville ). The Preddy Creek "wetlands" continue south from Gilbert to Turkey Run. (USGS Quadrangle: Earl sville) Ragged Mountains and Reservoir. The Ragged Mountain area, including Hickory Hill and the Charlottesville (Ragged Mountain) Reservoir, provide a large mostly wooded area which supports a great diversity of migrant and nesting birds. Wood frogs, wood otter, and prothonotary warblers have been found in this region. Two ferns scarce in Albemarle County, Diplazium pyenocarpon (glade fern) and Dryopteris celsa (log -fern) are found in these mountains. (USGS Quadrangle: Charlottesville West) Rivanna Bluffs below Buck Island Creek. Below the mouth of Buck Island Creek and northeast of Route 53, a steep northwest facing bluff on the Rivanna River provides an exemplary example of a Piedmont hemlock bluff. '`3 *006 11 !I 62BI- E -1 0 500 1,000 2,000 Feet I I I i I I I i P. Prepared by Albemarle County COMWnnity Development DepC- Map exeated by Scott Clark, June 2007. ► Mote: The map elements depicted are gxaphie representations and are not to be construed or used as a legal descxiption. This map is for display purposes only ■ Parcel bourWaxies reflect most recent available data. ► Aerial photos 2002 Commonwealth of Virginia N SCOPE OF WOW, PROPOSED (3) SECTOR ANTENNAS MOUNTED ON A PROPOSED TOWER. EOLIIP JEJNT CABINETS WILL BE LOCATED AT THE BASE OF THE TOWER ON A SLAB. SITE IS AN UNMANNED TELECOMMUNICATIONS FACILITY. SITE ADDRESS: 415 KEY WEST DR CHARLDITESVILLE, VA 22901 LATITUDE.- N 3S 03' 53.1' LONGnuE. W 78' 26' 44.9' GROUND ELEVATION: 471.3' JURISDICTION: ALBEMARLE COUNTY MAGESTERIAI. DOW: (MANNA ZONING DISTRICT CLASSff1CIT10N: RA RURAL AREAS 1 TAX D. NO: AGMVV PARCEL SIZE 2.92 APSES DEED REF: PROPOSED USE: TELECOMMUNICATIONS FACTUiY TOWER OWNER: NEW CNGIAAR WIRELESS PCS, LLC SITE NAME: MANNA SITE f CV313A NAME OF APPLICANT: NEIV CINGULAR WIRELESS PCS. LLC VA- CV313A -01 CENTRAL VIRGBMA ELlxr M COOP (BOO) 367 -2832 YMON (800) 483 -5D00 TITLE SHEET L1 VA- CV313A -02 AREA PLAN 1 VA- W13A -03 SITE PLAN 1 VA- CV313A -04 COMPOUND PLAN & ELEVATION 2 VA- CV313A -05 EQUIPMENT SPECS l VA- CV313A -06 EQUIPMENT SPECS 1 VA- -CV313A -07 EQUIPMENT SPECS & TREE HEIGHT DIAGRAM 1 VA- CV313A -08 DETAILS 1 VA- CV313A -09 ANTENNA DETAILS 1 VA- CV313A -10 ANTENNA DETAILS 1 VA- CV313A -11 LIGHT FIXTURES 1 VA- CV313A -12 NOTES 1 VA- CV313A -13 STRUCTURAL DETAILS rn VA- CV313A -14 STRUCTURAL DETAILS 1 VAgt:�� CV313A 15 STRUCTURAL DETAILS w A ° LANDSCAPE PLAN c " VA- CV313A -18 EROSION & SEDIMENT CONTROL PLAN VA- CV313A -19 EROSION & SEDIMENT CONTROL DETAILS 5 VA- CV313A -20 EROSION & SEDIMENT CONTROL NOTES 3 VA- CV313A -21 ELECTRICAL PLAN VA- CV313A -22 ELECTRICAL DETAILS VA- CV313A -23 ELECTRICAL. DETAILS VA- CV313A =24 ELECTRICAL DETAILS VA- CV313A -25 ELECTRICAL DETAILS VA- CV313A -26 ELECTRICAL NOTES VA- CV313A -27 SPECIFICATIONS VA- CV313A -28 SPECIFICATIONS F VA- CV313A -29 SPECIFICATIONS 2 1 1 1 1 t 1 1 t 1 ARBORIST INFO MICHAEL ADM 11ARTLET TREE EI(PUM (434) 971 -3020 at &t SITE NUMB A� SITE NAME:, RIVANNA (ELLEDGE PROPERTY) VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS DIRECTION: NOTES 24782- ODO- A3- EF-00001 FOR THE IMPLEMENTATION OF TM SRE DESIGN PACIOAGE: r CONCRETE AND MWORCIING STEEL NOTES (DETAIL 102) APPLICABLE 13lXDYNG CODES AND STANDARDS (GEGL 103) RF NOTES (DETAIL 116) N SITE WORK GENERA NDTES (DETAIL 619) STRUCTURAL STEEL NOTES (DETAIL 620) GROUNDING NOTES (DETAIL 621) ELECTRICAL WA LATION NOTES (DEVIL 622) L0GENERAL NOTES (DETAIL 623) 0 GREENFIELD TYSS NOTES MM 624) AMMM WMUIE OF Mn M16= 01 091 MW a SM CaFmwurnaK Asa NIM ECTIAI TURN LEFT (NORTH) ONTO KEY WEST DR 05 M8 TURN L EFT (NORTH -WEST) ONTO LOCAL ROAD(S) 76 YDS ARRIVE AT SITE TM W K M � � °O AM°w 9wowFN° �aFSS 0 SCI 07U16L P66, 5111E 101 rn .�, -�_ • �- FAILS 090D1 'A 2M41 -229 cc" 1Pl: (7N) L71 -6400 Na r c b i E e c t s FA [ CA-= I o e n g i n e e r s MO MM OyP IM GMAL HOUMN NXIM IOIS 2 1 1 1 1 t 1 1 t 1 ARBORIST INFO MICHAEL ADM 11ARTLET TREE EI(PUM (434) 971 -3020 at &t SITE NUMB A� SITE NAME:, RIVANNA (ELLEDGE PROPERTY) VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS DIRECTION: SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL I�ISTC) I; D, AUTHORITY HAVING JURISMCIION (") FOR THE LOCATION. THE ET)IT10N OF THE AHJ ADOPTED CODES AND STANOAROS IN EFFECT DEPART 1-495 ON RAMP (SOUTH) 0.4 MI US-50 / ARLINGTON BLVD / ARLINGTON KEEP RIGHT TO STAY ON RAMP 0.2 MI FAIRYI`W ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. PARK KEEP LEFT TO STAY ON RAMP 98 YDS FAIRVIEW PK NORTH KEEP STRAIGHT ONTO LOCAL ROAD(S) 21 YDS TURN LEFT No. 0329 .- (NORTH -WEST) ONTO LOCAL ROADS) 21 YOS TAKE RAMP ONTO 1-495 [1-495 INNERIDOP] 12 MI TAKE RAMP (LENT) ONTO 1-66 BuDn OW-1 (CtJ511S MFMIORLAL PKY] 21.7 MI i--6B / Vi?N1A /FROM ROYAL AT E)Qf 43A, TURN RG1R OHIO RAMP 0.3 !Y US-29 / GANESIOLLE 2M11) / WARENTON TAKE RAMP (LEFT) ONTO LS-29 [LEE HWY] 3.8 19 US-29 / GAINESVILLE / WARRENTON KEEP STRAIGHT ONTO us-15 _ uipw om [US -29] 10.4 MI BEAR LEFT (SOUTH) ONTO US-17 (US -15] 4.8 M ROAD NAiE CHANGES TO US-15 [US -29] 1 &B 111 AT EXii WwM ooLE � � ORANGE ST, ROAD NIAAE CHANGES TO US-29 [JAMES MOAROE MIIY] M MA TURN LEFT (EAST) ONTO PROFFLT RD O.8 MI TURN LEFT namIFRACIMYS im mu wwu 1wm TIE UwsT mm or THE mugm STuNm TO STAY ON PROFFIT RD 2A MI TURN Wff (SOUD1--41EST) ONTO SR- 649 2.2 Mll TURN RIGHT ( SOUTH -WEST} ONTO SR -20 [STONY AEMM WMIX MM OM 31L FDTM 000E FiOLIMM FOR MWRWL MKRIE POOR RD] 32 MI TURN Wff (NORTH) ONTO WILLOW DALE LN 0.1 MI TURN RIGHT (NORTH) ONTO SR -t445 [KEY WEST DR] 0.9 MI AMMM WMUIE OF Mn M16= 01 091 MW a SM CaFmwurnaK Asa NIM ECTIAI TURN LEFT (NORTH) ONTO KEY WEST DR 05 M8 TURN L EFT (NORTH -WEST) ONTO LOCAL ROAD(S) 76 YDS ARRIVE AT SITE TM W K M � � °O AM°w 9wowFN° �aFSS M F1fL'lltlA¢FC11iIA AID FJECI 3 S F OEM (M Al. MIX FOR WMM VM K=M 00" YiQAL W OW W A FIFE 77m (7989) IEIbw DM PRA= FOR POND AD M DMM OF EISC MM EOlWMW .. _ .. EiE D11141, KM&MM PRLLIM ON 91wi 5OL'1 M N LW YM M= AC POwEA MM (W MIDI 00WORI''CT AID um S7aa OD'dg ar) - - MO MM OyP IM GMAL HOUMN NXIM IOIS TEICOFDN 7: l= OML tW 03MMTM - - .. • - 9filCLam NO TUI7, FIX InECOM - DC POM STMIS - TFLEMIA DAM NOW PIDiEL M _ - FOR A r 03FLES rE NDI S=M OF t&IM SIDES AD 9090VDS WMW ETON. MERF005 OF 00161M NL OR MO MolmRS. THE WR RFSRLX ]EIMM MU OOLFIII. ABLE RMLIRaw TIM 5 ONRIV WKM A 60f101L MwIELEIR AD A W= IEpJES411F. TIE SF Mr S111IL mwLwL P ?" 007 irl(gCi�I ~x � ,.01bs Cem�Tpr7� IT' _. SITE NAME: RNAN (ELLEDGE PROPERTY SITE NO. CV313A 415 KEY WEST DR CHARLoin!MLLE, VA 22901 a APPR010 ETY SCALE: 1"=2000' 16 atg 48M COOL R11. SIDE 300 6UTI WK b 2080 AT &T CONSTRUCTDNL- AT &T COMPLIANCE: 07 -Z7 -Ow IN"DC & SHEEF NVWERS 05 -n-09 FRw1 CONSTRUCTION DRAWINGS 04 -18-06 PRES11iWRY CONSTRUCTION ORAW"M DAME REVISIONS E: AS SHOWN DESIGNED B. QUM ARCHITECTURAL REVIEW BOARD APPROVAL DATE: ALBEMARLE COUNTY PLANNING APPROVAL DATE: DRAWN GWW AT&T RF: ;L�- 0p Zkf&L ESTATE �(�{ BC ARCHITECTS ENGINEERS I�ISTC) I; D, FALLS CHURCH, VA MORIN No. 0329 .- Attach ent G aa r N,1L�. - _�P- RII. VA- CV313A�01 1 J , v 0 v 0 v n a 00 N LEGEND NEW FENCE -�• ^�- EXIST. FENCE — X X— SETBACK — — EASEMENT LEASE — PROPERTY LINE — — EXIST. CONTOUR NEW CONTOUR TYP. BUILDING TYP. ROAD KEY WEST CLUB I PARCEL 06281000000100 / ZONING: RURAL AREA Lo I SCALE IN FEET /A D(ISTING' DOG HOUSE BE RENONED PROPOSED 20' AT &T ACCESS /UTIUTY IASElKhT PROPOSED 12' WADE GRAVEL ACCESS ROAD. AVOID E)aSiING TREES IN THIS AREA PROPOSED AT&T TOWER SETBACK (1 TO 1 - 1OV -21 / J VIVID SR & ELEANOR P C CLEM PARCEL ID OWOOOE01000 k SITE PLAN EA-1 Z 0 30 60 120 180 TRUE NORTH SCAIF• 1•m6O' V) ° SATE NAME: RNAN U ° � � 10' {ELLBGE PROPERTY ' FALLS . WI 22041 -2E16 I0 � c� � � SITE NO. CV313A a r c h i t e c t s 415 KEY WEST DR o e n g, n e e r s I CHARLOTIESVLLE, VA 22901 E10STING UTLITY POLE 1921 W/ OVEINEAD POWER & Waco — do 1/ i DOTE: ALL flCCAVATION WORK AND ALL CODb[RUCTION XIMAES ON THIS PROJECT ARE TO BE ACCOMPLISHED WMW USING MY BLASTING OR EXPLOSIVE METIM KEY JR OR KATHRYN S SINCLAIR PARCEL. 062BIODOED1200 ZONING- RUIZ& AREA GRAVEL DRNMY \ DRIVEWAY EIMING, JAILS F do MLIE G MRI- OD- OD-010DO ZONINI; RLR& AREA at &t �Y PG7A 1 4E01 �' SI111E GLEN AUFIL YA 23060 z 0 05-28-04 FINAL COFISfRIICiION DRAWINGS GYW 8 A 04 -18-06 PREUMNARY CONSTRIIi,'i1ON DRAWIi� M GMM B NQ RATE REVISIONS B7 C SCAE AS SHOWN IDEsiGNm B. Qum DRAWN GAIW LOWENHM1PT, STEPWWE AWY PARCEL ORB1- "-0110D ZONING: RURAL AREA BC ARCHITECTS ENGINEERS OPEIER D.v FALLS CHURCH, VA MORIN o. OS29 4 SE PLAN 1 • �• DRAWING NUM REV 10 VA-- CV313A 02 1 h M r 12 a ZI 0 a U D' 0 8 N r, 0 SCALE IN FEET S -2' (BASE D(M TO T AKkA 1'LAI 1 SCALE: 1" =500' 11x17 A-OA SCALE: 1" -250' 24x38 OF TRUE NORTH 0 250 500 1000 1500 5m m �°' • FliLS . 54l 27045 -2®68 8n-m arch i t e c t s Fa an -WOO e n g i n e e r s • 1TE NAME. RNAN EU EDGE PROPERTY SITE NO C11313A 415 KEY WEST DR CHARLOTfE�LE, VA 22901 atSct e�rc Puu, �4 r�iur�i A 23M 2 CHRISTOPHER D. �flRIN No. 032984 a , �. ?- pqr APP 'D j �,� �'' FALLS CHURCH, VEERS AREA PLAN As DwavnHa Muus r:Fv VA - CV313A 03 1 0 05 -28-09 FlNAL C0145�RUCTIOH DRAWMGS CMW BLAQ o4 -,s-oa P�wuwwar caHSrr�crroH ar�w�HCS cuw eMa H0. DATE REVISIONS 6Y CH scru> as sHOMm DcscHeo R. auI►N ow�ww c►rw LEGEND TU PORANY TREE PROTECTION FENCING PERWU$NT TREE PROTECTION FENCING TO REMAIN - — - ACCESSAITILITY EASEMENT — - - - - — LEASE AREA TREE MAX (TYP) �� • PROPOSED AT &T EQUIPMENT Y CABINETS ON AN 1O 18 1� l STRUCTURAL STEEL PLATFORM "" OO OA SITUATED WITHIN TREES-, PROPOSED AT &T TELCO ENCLOSURE. AC PANEL BOARD, METER & DISCONNECT MOUNTED TO UNISTRUTS ATTACHED TO END PIPES — NOTE: ALL EXCAVATION WORK AND ALL CONSTRLIC➢ON ACTTV(fIFS ON THIS PROJECT ARE TO BE ACCOMPLISHED WITHOUT USLNG MY BLASTING OR E)(PLOSIVE METHODS TREE PROTECTION FENCE TYPE EST. OIAIM PERMANENT 154' TEMPORARY 66' 5O' RADIUS CENTERED ON PROPOSED TOWER EXISTING TREE TO REMAIN l (TYP-) TEMPORARY TREE PROTECTION AT TREE DRIPLINE ( V) PROPOSED PERMANENT TREE 5 \ PROTECTION FENCE (IYP) Ir5 • I EXISTING IANDERSTORY - _ r o 1 1 - - EXISTING DOG _- - _1 HOUSE (TO BE i 9 � F � t 2 \ ' l 1 \`• L.- kFERENCE TREE 1 \ \ rE)MNG PARING a f Y N AVOID TN THIS AREk p m rn a I n n l SCALE IN FEET 0 10 20 40 60 PROPOSED AT &T 20' WIDE A1CCE5 AmLITY EASEMENT /� PROPOSED AT &T 12' /! I� WIDE GRAVEN. ACCESS ROAD COMPOUND PLAN 1 SCALD 1' =20' A-1 A 1 ♦ I 1 I 11 i i r iim q 4s TREES TO BE REMOVED (1)? OF 2) 20'x30' LEASE AREA PROPOSED AT &T ANTENNAS ! s FLUSH MOUNTED TO POLE (TYP- OF 3) PAINTED SWIGO90 JAVA BROWN m PROPOSED AT &T 103' -2' STEEL POLE PAINTED SWIM JAVA BROWN UNNUMBERED TREES ARE BELOW TREE CANOPY (TYP OF 3) / EXI511NG HOUSE MONOPOLE, GROUND EQUIPMENT, ICE BRIDGE, CABLES AND ANTENNAS SHALL BE PAINTED ��66VA . FTNAL SELECTION TO BE APPROVED BY ALBEMARLE COUNTY. I� ;I TRUE NORTH TREE NOTES: 1. DOSTNG SPECIMEN TREES TO REMAIN SHALL RECEIVE TREE PROTECTION BARRIERS AS INDICATED THROUGHOUT CONSTRUCTION - SEE ARBD%B CONSERVATION PLAN 2. THE HEIGHT OF THE TALLEST TREE WITHIN 25' RADIUS OF THE PROPOSED METAL POLE IS 89' MONOPOLE & EQUIPMENT NOTES; 1. PROPOSED TOP OF TOWER ELEVATION 514.8' AMSL 2 MONOPOLE DIAMETER NOT TO EXCEED 30' AT THE BASE AND 18' AT THE TOP. 3. MONOPOLE. GROUND EWPMENT, ICE BRIDGE, CABLES AND ANTENNAS SHALL DE PAINTED SWI6090 JAVA BROWN. FINN. SELECTION TO BE APPROVED BY ALBEMARLE COUNTY. 4. LIGHTNING ROD WILL NOT MEED 1' IN DIAMETER AND WILL NOT EXTEND MORE THAN 2' ABOVE THE TOP OF THE MONOPOLE. 5. PROPOSED LIGHT FWURE SHALL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REOIIRELENTS AND OPERATED BY MOTION SENSOR. ALL PROPOSED L]GHIING IS FOR TEMPORARY MAINTENANCE AND SECURITY USE ONLY. & ALL VERTICAL COAXIAL CABLES WLL BE RUN D9DE OF THE MONOPOLE 7. PROPOSED ANTENNAS ARE LESS THAN 1,152 SQUARE INCHES IN AREAL TOWER BASE: LATITUDE 31r C3' 53.1' LONGITUDE: 7ir 26' 41-9" (PER NORTH AMERICAN TATUM OF 19q ELEVATION: 471.0'f3' AMSL (PER NORTH AMERICAN VERTICAL DATUM OF 1988) N 0 CV313 - Tree Base Elevations and Heights Tree # species Base E7ev (Feet AMSL) Crown Fielght (Feet) Crown Elev (Feet) Diameter (Inches) Notes Remarks 1 Chestnut Oak 478.5 69 567.5 22' I I I Reference Tree 2 Chestnut Oak 474.1 84 558.1 26" BIND Within 25' 3 Chestnut Oak 476.7 89 565.7 20" NO. Within 25' 4 Red Maple 468.0 82 560.6 21" DESIGII0 a WrMN DRAWN Within 25' 5 Chestnut Oak 465.0 80 545.0 21" 6 Not usedf 7 Chestnut Oak 465.8 72 537.8 25" Within 25' 8 Chestnut Oak 459.3 72 531.3 23" 9 Chestnut Oak 470.2 86 1 556.2 1 32" PROPOSED UGHINNG ROD 24' X 1 "0 MAX TOP DIAMETER OF POLE NOT TO EXCEED 18' PROPOSED AT &T ANTENNAS FLUSH MOUNTED TO POLE (TIP. OF 3) PANTED BROWN (SHO MIN WILLLWS 6090 JAVA) TOP OF TOWER ELEV. 4 AISL SCALE IN FEET OF 0 10 20 40 60 Dr, PROPOSED AT &T 103' -2' STEEL POLE PANTED PANTED SWJW90 JAYA BROYYhI COAX CABLES RUN INSIDE MONOPOLE �_PROPOSED AT &T ICEEIRDGE PROPOSED AT &T EQUIPMENT CABINETS ON AN 10'18' STEEL PLATFORM GROUND BOTTOM DIAMETER OF POLE NOT TO EXCEED 30' ELEVATION 2 SCALE: 1--20' A -1 Y �° "� 510E ,�, FALLS Q#IRf7l VA 7104t-2E60 �-�°° a r C �1 i t e C t S Fes` � �-� e n t ri e e x 5 a3 �R� RTE NAME: RIVAN EIIEDGE PROPER SITE NO CV313A 415 KEY WEST DR CHARLOTTESVILLE, VA 22901 I I I I I I { , I I I I { I 1 I I I 3 � s w 1 I o 2 I I COUNTY COMMENTS DR I I 1 is I I I DR g 3 I I I 0 05 -25-M 1 I 1 I I , 1 I I I I I ( PROPOSED UGHINNG ROD 24' X 1 "0 MAX TOP DIAMETER OF POLE NOT TO EXCEED 18' PROPOSED AT &T ANTENNAS FLUSH MOUNTED TO POLE (TIP. OF 3) PANTED BROWN (SHO MIN WILLLWS 6090 JAVA) TOP OF TOWER ELEV. 4 AISL SCALE IN FEET OF 0 10 20 40 60 Dr, PROPOSED AT &T 103' -2' STEEL POLE PANTED PANTED SWJW90 JAYA BROYYhI COAX CABLES RUN INSIDE MONOPOLE �_PROPOSED AT &T ICEEIRDGE PROPOSED AT &T EQUIPMENT CABINETS ON AN 10'18' STEEL PLATFORM GROUND BOTTOM DIAMETER OF POLE NOT TO EXCEED 30' ELEVATION 2 SCALE: 1--20' A -1 Y �° "� 510E ,�, FALLS Q#IRf7l VA 7104t-2E60 �-�°° a r C �1 i t e C t S Fes` � �-� e n t ri e e x 5 a3 �R� RTE NAME: RIVAN EIIEDGE PROPER SITE NO CV313A 415 KEY WEST DR CHARLOTTESVILLE, VA 22901 atm D6FRIY PLAZA 1 GEM AUK V 2W 3 r C 1 PHER D. B MORIN Moo. 032884 APP'D j�� ",wSCS ,+RL W" BC ARCHITECTS ENGINEERS FALLS CHURCH, VA 2 0e -07-09 COUNTY COMMENTS DR Bow 1 07 -24-09 COUNTY COMMENTS DR 13M4 COMPOUND PLAN do EIRE 0 05 -25-M FINAL 0OMSTRLCnDN ORANANGS G1AW BIND A W -16-08 PRE1t1iIWVFtY OOIJ.':TRl1CT10N DRAWINGS GYW BNO ��t �E. D�� NO. DATE REVWHS BY CNN VA— CV313A -04 12 $CJ LE AS SHOWN DESIGII0 a WrMN DRAWN olAw 1 It N 0 } 0 =LDONOT GENERATOR PLUG LIGHTING NOTE: THE PROPOSED LIGHT FK URE SNAIL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. ALL PROPOSED LIGHTING IS FOR TEMPORARTY MADITENANCE AND SECURITY USE ONLY. 3 1/2' SC1i 40 INSTATE 111CO BOX ON SIDE CONTRACTOR SHIM FURNISH & tWiF L (2) 15OW 3 1 PIPE - SEE 2/S -3 FOR OPPOSITE OF THE GENERATOR QUARQ FLOOD ILIGTQS (RAB ELEC. CATI OR50) PLUG ON M POWER CARNET AT EACH END OF PLATFORM (SEE PANG A-8) - coNN>cT1oN DErAL (rrP.) � CENTER P09 mm Post ( m X & COYR / 314 Fuss MOUNT 6'-O' T (APPROX. 6' -0' TALL) � FLOOD LIGHT AND SWIFCII ASSdABLY TO 3'. PIPE GENERATOR PLUG USING HUBBELL MINILTTER N SUM PIPE CLAMP FTTTIKS FOR 3 1/2' O .D. PIPE OR EQUAL 18' x 18' TELCO NEMA 3R ENCLOSURE W/ T1 SURGE MODULAR AC ARMORS (1RAFISTECTOR rsI-xs POWER CABINET WEATHERPROOF LODCABLE LIM SxIral OR EQUAL) ARID GROUND BAR HUBBELL. CAT +ITI� PLAF L (swum) (MN. 1/4' x 1' x 51 W�1oo -cv (caaER PuTi)r�4 -PL (BOX) Y PVC TFLCO Y. GRIP UN5TRUTS _ CONDUIT TO GSM CABINET aj rACHMIENT ' WEATHERPROOF BUTS to { (RECEPTACLE} 2'MTO YIGF500 LV (COMER PIATE) T14-PL (BOX) 02 AWG a (TYPE GENERATOR 2 -J12 AWG CU & 1 -J12 GND (TrPI: THHNITH0) GROUND THFN/fMIN) IN 3/4" PVC IN 1' PVC 2' PVC POWER 9 CONDUIT TO CENTER POST 3' PVC lW/ GSM CAMET GROUND LEAD END POST CONDUIT W/ PULLINIRE GROUND LEAD END POST GROUND LEAD GROUND RING maw RING 4' PVC POTHER CONDUIT GROUND ROD POWER H —FRAME QUAIL FRONT & BACK VIEW 1 A`z t a 01 3E ARCHnECIS ENGINEERS `� fiE NAME: RNANN� 2 O IN D. FAILS CHURCIi, VA �.._�..ELLEDGE PROPER i T1 a �-��, �,,, M�N,UIENr 5cs a r C h ; i e c t s M M � -� SITE NO. Wl 3A at8et A 04-16-06 PRELMN►RY CONSTRUCTM DRAWINGS GIM %Q No. 0329 4 , #iDI cm RD. `iw 3w � � �� 415 KEY WEST DR arol x +� r�oeo NO. DATE RLVr*DNS I f !W: APP'D I � �lyG ' e n g i n e e r S 0WICT1ESVILLE, VA 22901 SCALE AS SHOWN DE rmm a Qum DRAM GW VA— CV313A 05 1 PROPOSED TOWER 3$ f� ICE BRIOGE l9 STRUCTURE FIELD VERIFY }'_p' REIS 2106/3106 In. JIM 1 2 � a °O E CABLE - DO NOT EJ(CiID 0 TR44SMMCN LINE � 3 /q° 41 5 /8" 13/4' OENDPIG RADIUS LIMITS (16' -24' OPTIONAL CABLE BASE FRAME FOOTPRINT (BOTTOMI DRIP LOOP) GMA a NNOT7r THE RBS 3106 CABINET IS THE SAME AS THE GSM RBS 2106. BT5 CABWET 4' -p. *`33 (REF. PRODUCT DESCRIPTION 221D1 -FGC 101 749 U&% Rey A) 9 A, - !s• A 3 N GROUND TZAR )MOUNTING BASE ----JUMPER i STRUCTURAL PLATFORM ERICSSON RBS 2106/3108 MINIMUM CLEARANCES DIRECTION MINIMUM CLEARANCE CABINET FRONT 55' CABINET RELIC 2' CABINET LEFF D' (3' MW. FOR 135 DOOR SWAG) CABINET RIGHT 0' ABOVE THE CABINET - CABINET SIDE ELEVATION A-3 EQUIPMENT DESIGN AND INSTALLAT10N DETAILS 3 A-3 3 CABLE 'R LADDER 1 GI MR POST g caAx RF NOTES: I C4 UNDING 1. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY 9. DELETED 14. APPROVED GROUNDING 1015, WHICH INCLUDE GROUNDING STRAPS. oKIT SUBCONTACTORS. SHALL BE USED TO GROUND THE COAXIAL CABLE SHIELDS, MD 10. 7/16 DIN CONNECTORS RE(ORE NO WEATHER PROOFING N INDOOR CONDUITS THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF n 2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGHED AND APPROVED. APPLICATIONS. h OUTDOOR APPLICATIONS WEATHER PROOFING 1S THE TOWER. AND IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED v 3. RADA SIGNAL CABLE AND RACEWAY SFWl COMPLY WITH THE REQUIRED AND DE FOLLOWING PROCEDURE SHOULD BE FOLLOWED: CD DIRECTLY TO TOO USING EXfOTHERALLC, BOLTED. OR APPROVED GMA REWNESIENTS OF THE NATIONAL ELECIRICAL CODE ( NEC, NFPA 70), APPLY A 'COESY WRAP OF ONE LAYER OF 7MIL THXX VINYL r7 CHAPTER & URTELECTRICAL TAPE EXTENDING APPROXIMATELY TWO (2) NCH ON EACH 15, ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET i HTS CABINET 4. ALL SPECIFIED MIAITERIAL FOR EACH LOCATIONS (EG, OUTDOORS. SE OF THE COAX CJIRIE/ CONNECTOR JUNCTURE. REOUREMENNS. INDOORS- OCCUPIED, INDOORS - UNOCCUPIED, OL MMS. RISER SHFFFS, USING WEATHERPROUFNG KIT APPROVED 8Y CABLE MANUFACTURER AND ETC.) SFMILLL BE APPROVED, LISTED. OR LABELED AS REQUIRED TIY THE CONTRACTOR• START TAPE APPROXIMATELY 5 INCHES FROM THE 16. DELETED GROUND BAR NEC, CCNNffC= AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN ot (AMOUNT BELOW 5. FOLLOW THE TECHNICAL (UIDELME FOR OUT5IDE ANTENNA JUNIPER REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE 17. DELETED r DIPLEXER) GIA SUPPORT (24702- 3QI- M- OD001}. HARDLINE CABLE SHALL BE BEYOND THE COMMIECTOR AND REVERSE AGAIN WITH THE STICKY )SIDE INCHES 18. MHA/TMA'S TO BE INSTALLED AT TONER TOP, SHALL BE SUPPLIED aSUPPORTED AS REQUIRED BY THE IAANUFACNRFR BUT AT A MNIMIINM OF DOWN FOR ANOTHER INCH OR TWO. ADD THE BUM RUBBER AND FA65H SUBCONTRACTORR THE GROUND CONDUCTORS OFODME TINA MAYOVBE E EVER( THREE (3) FEET. EXCEPT INSIDE MONOPOLES OR LATTICE TOWERS WITH A FINAL LAYER OF TAPE. COLD SHRINK IS STRICTLY PROHIBITED. BONDED DIRECTLY TO THE TOWER STEEL USING EXOTHERMIC, BOLTED, OR CIO WHERE CABLE AND CONNECTOR " FACTURER'S RECOMMENDATIONS 0 JUMPER SHALL BE FOLLOWED. MAMIFACTURER RECOMMENDED CABLE SUPPORT 11. DELETED PERMRiFD CLAMP TOWERS ONLY WITH EXOTFIGNIC EXPRESS DS SHALL BE THE ArC(ORIES SHALL BE USED 12 ANTENNAS SHALL (if PANTED, WHEN REQUIRED, fit THE LANDLORD I (FF1D VF3RIfY TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER m LENGTH) & THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN OR AUTHORITY HAVING JURISDICTION IN ACCOROATRCE WITH ANTENNA 19. ANTENNA FEED LINE SYSTEM SWEEP NESTLING SHALL BE PERFORMED c ICE SHIED TO SUPPORT AND PROTECT ANTENNA. CABLE RUNS, MANUFACTURERS, SURFACE PREPARATION AND PANTING REOUIREI�NS. AND REPORTED IN ACCORDANCE WITH THE REQUREMIN S OF AT&T-GSM 13. CAELLE SHELDS, AND TOTTER CONDUITS SHALL BE GROUNDED AT THE SERVICES PRDJECT DOCUMENT N0. 24782. 000- 3P5 -EFYO- 00001. 0 7. DRIP LOOPS SHALL BE REQURED ON ALL OUTSIDE CABLES. CABLES TOP OF THE TOWER. WRHN 10 TEEN OF THEIR CONNECTORS, AND AT CONTRACTOR WILL NOT ACCEPT A RAID SIGNAL CABLE 11IMALATION WITH SMALL BE SLOPED AWAY FROM THE BIALDING OR OUTDOOR 6TS CABINETS UNSATISFACTORY SWEEP RESLATS. } TO PREVENT WATER FROM DITERING THROUGH THE COAXIAL CABLE PORT. THE OFTHY THEY SDDU BE INCHES BEFORE AT THE NDPOMT OF I & ALL FEEDER LINE AND JUMPER CORRECTORS FOR AT &T CSN SFWl TUNERS THAT ARE BETWEEN 100 FEET AND 200 F T TlGK AND AT o IO N ORS X INIERYALS OF 100 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN BE AT&T APPROVED 7/18 N CABLE CONECT THAT MEET IP68 STAN 200 FEET. DVARpS CABLE TRANSITION TO r.ABlNETr2 o A -3 TT3 OP o Dl PA Agftkf�— 3 BC ARCHITECTS ENGINEERS w WE NAME: RIVAN 2 CffitISTOPT3ER n. FANS CHURCH, vIa sm A. S»� ,% (ELLEDGE PROPER T 07 -27 -C9 QWS DR BMAO 1MTO>M $ T� Fau OMM NIA 2XIII � at t 0 05 -26-09 FINAL CONSTRUCTION DRAIWNGS GHW BMO EQUIPIAIENi SPECS FAX 03; � SITE N0. CV313A rro. oszs4 r; a r c 1z i t e c t s �aY DATA A 0+ -T6-oa iLnaaNARY oONSTrsucnoN DRAwuKKSS cuw Bu0 111, .�. `1 415 KEY WEST DR 'GUN � � N0. DATE REVISIONS BY CHK APP'D 1 '' OT:Awmc NUTA REv IIIIIII o e n g i n e e r s CHARLOTTESVILLE, VA 22901 scuE sNioWal D�� B. auINN �, , OVAL •.. • VA- CV313A 06 i BBU 9500 m } 0 �o 0 lJ RBS 2106 � FRONT RF CONNECTION ON (COVER REMOVED) 1 AC CABLE FITTING 1 2 AWG TWED SOLID COPPER EARTHING CABLE PoGND / INSTALLATION TRAAIE 3N FRAME FRAME 9250 AC CONINE BOX WALL TO INSTALLATION FR44E , MGm` 'C' COMPRESSION CONNECTOR BURNOY YGHP2C6W6W OR APPROVED EQUAL ,,�TODTHED PLATE CONNECTOR —CABLE LUG / STAR WASHER —6 AWG STRANDED COPPER, GREEN INSULATION PROPOSED LIGHTNING ROD 24' X I# LLUI PROPOSED AT&T 103' -2' STEEL REFERENCE TREE POLE PAINTED BROWN Q 89' CHESTNUT OAK- TO BBU 950E FRAME / TO BASE BASE FRAME -= - -- -� -r' -- •-- "� �� -- �_I ,l i- - --' FRAME TO am RING ------ / 4250 % I i THROUGH CABLE r • =E_. 1 - 47U y IN LEAD-IN BLOCK BBU 9500 12 - 474.1;' 2 AYlG TINNED 19 - 470-2 T ; piC� a f SOLID COPPER `I 11117 - 465.8 TO GROUND RMLG 6 AWG STRANDED COPPER, GREEN INSULATION EARTHING GABLE TO EARTHING BOLT ERICCSON RBS 21013 W BBU 9500 EARTHING CONNECTION r A-4 - 459.3 CV313 -Tree Base Elevations O 84' CHESTNUT OAK Tree # Species Base Elev (Feet AMSL) Crown Height (Feet) Crown Elev (Feet) Diameter (Inches) Notes Remarks 1 89' CHESTNUT OAK 89 72' CHESTNUT OAK 22" •L. 2 Chestnut Oak O9 86' CHESTNUT OAK�J V J 5581 26" 4 82' RED MAPLE 3 Chestnut Oak 476.7 89 565.7 20" Within 25' 4 Red Maple 468.6 82 550.6 21" Within 25' 5 Chestnut Oak 465.0 80 545.0 21" 6 Not used 7 1 Chestnut Oak 5 80' CHESTNUT OAK © 72' CHESTNUT OAK 537.8 25" Within 25' 8 1 Chestnut Oak 459.3 72 531.3 23" 9 lChestnut Oak 1 470.2 1 86 1 556.2 32" TO BBU 950E FRAME / TO BASE BASE FRAME -= - -- -� -r' -- •-- "� �� -- �_I ,l i- - --' FRAME TO am RING ------ / 4250 % I i THROUGH CABLE r • =E_. 1 - 47U y IN LEAD-IN BLOCK BBU 9500 12 - 474.1;' 2 AYlG TINNED 19 - 470-2 T ; piC� a f SOLID COPPER `I 11117 - 465.8 TO GROUND RMLG 6 AWG STRANDED COPPER, GREEN INSULATION EARTHING GABLE TO EARTHING BOLT ERICCSON RBS 21013 W BBU 9500 EARTHING CONNECTION r A-4 - 459.3 CV313 -Tree Base Elevations and Heights Tree # Species Base Elev (Feet AMSL) Crown Height (Feet) Crown Elev (Feet) Diameter (Inches) Notes Remarks 1 Chestnut Oak 478.5 89 567.5 22" Reference Tree 2 Chestnut Oak 474.1 84 5581 26" Within 25' 3 Chestnut Oak 476.7 89 565.7 20" Within 25' 4 Red Maple 468.6 82 550.6 21" Within 25' 5 Chestnut Oak 465.0 80 545.0 21" 6 Not used 7 1 Chestnut Oak 465.8 72 537.8 25" Within 25' 8 1 Chestnut Oak 459.3 72 531.3 23" 9 lChestnut Oak 1 470.2 1 86 1 556.2 32" - 476.7 - 486.8 - 465.0 TREE HEIGHT DIAGRAM %2 SCALE- NTIS A-4 TH QP 16 ta SATE NAME: RNANN ST P� D CHURCH, (01MGE PROPERTY 1�oxQr SW M� N'ff. suI1E `� at�t D orzraa rlNU cor+srRUCnoN ORAwNNCS eww N� EPf�dENT SPECS dr TREE HEJGIiT b 17A1i ° }ry��y(� °'° SITE N0. CV3i 3A Ng. ` t2A4 m a r c h i t e c t s F& t ""'+ 671 -6700 �R p� I A W-1 s-08 PRELIMINARY CON_STRUC110N DRAWINGS � amQ '�q, �j DRAWING Nu►1 REY 4c � k 23 Boa °a3' Cs 'c 415 KEY WEST DR M OX >SI 9 3 N0. DATE REVISIONS I;Y CI#C APP'D j o e xW g i n e e r s CiipRLOTiESYILtE, VA 22 1 F. DES1cNm s. ouwN ow,wN ' �A •° VA —WMA 07 1 PROPOSED ANTENNA A MOUN M PPE BY MICRDFLECT PROPOSED BROWN MEAL POLE z' NAx. ND1E: ANIENNIA TOWER BASE THE DISTANCE FROM THE OUTSIDE FENCING AND ARMORLNO 9 FACE OF THE POLE TO THE OIJISmE FACE OF THE PANEL ANTENNA S1iRL NOT EXCEED 12 INCHES Iloilo AT&T FLLM MOUNTED ANiENmS MP. OF 1 PER SECTDR -3 TOTAL) MK:ROFlECT TR1- BRACKET PARE AND ADAPTER W SNOW FENCE fBIB65 OR EQUAL ANTENNA FRAME (-3-' I hlll ` 1 SCALE: NITS ANTENNA PLAN VIEW 1 SCALE: NTS A -5 on 1 , BOARD FENCE CORD E6IdCli r � aLasnc FENCE � e.neerrr urninnc nr Corr ecun,w 1 > 1 c o 3 0 Y Z9— � MiptOFIECT VNTWER'dAL IQ' 21/ \ a TRI- BRACKET PART AND TRI- SECTOR ADAPTER KIT 1.88' ANTENNAE SEE RNA. RF JB1865 OR EQUAL N� BUl91NO SF#ET FOR I CORRECT SHEL7 O m o /A CORRECT TRUNK ARAAORtNG m _ 12.71' TRIANGULAR BOARD FENCE 0 BOIIUM VIEW FRONT� r N TREE PROTECTION DETAIL 5 ELEVATION OF ANTENNAS 2 SCALE N.T.S. A-5 SCALE.- NITS A-5 ANTENNA DETAIL 4 SCALE: N.T.S. A-5 Fin oF 1 A; o D BC ARCHITECTS ENGINEERS U ATE NAME: DIVAN 2 CHRISTOPHER D. FALLS CHURCH, VA A ,t �EELLMGE PROPERTY o ,��, E,N� ,�,oN �A — MOMN D�� F� a- ( �'-� S{TE N0. CV313A aut o . z. 2'Q 0 ,� {anal �,� Ho. Osz B4 I a r c h i t e c t s rm mm 67,-mm LMM RNA I A °4- '6--OB PREUM04Wt CONSTRUCADH DRAWINGS mm BRAG _ e n g i n e e r s CHARLO 6§ KTTESYlLLE, VA 22941 %D1 � NO °�`� REVS,oNS cK ° jD]yAy gG VA CV313A OB1 11 SCALE AS SHOWN DESIGNED B. WINK DRAWN GMW PRODUCTPOLE NLNBER 82M DESCRPTTON ONWERSAL TRI- BRACKET DIAMETER V -2' ALE SEE .. r, . �..... ....... �, \ f i1�Il4j im 82593 -3. B2803 L10VFRSAL 1RIAd�T 4 -5 1 > 1 c o 3 0 Y Z9— � MiptOFIECT VNTWER'dAL IQ' 21/ \ a TRI- BRACKET PART AND TRI- SECTOR ADAPTER KIT 1.88' ANTENNAE SEE RNA. RF JB1865 OR EQUAL N� BUl91NO SF#ET FOR I CORRECT SHEL7 O m o /A CORRECT TRUNK ARAAORtNG m _ 12.71' TRIANGULAR BOARD FENCE 0 BOIIUM VIEW FRONT� r N TREE PROTECTION DETAIL 5 ELEVATION OF ANTENNAS 2 SCALE N.T.S. A-5 SCALE.- NITS A-5 ANTENNA DETAIL 4 SCALE: N.T.S. A-5 Fin oF 1 A; o D BC ARCHITECTS ENGINEERS U ATE NAME: DIVAN 2 CHRISTOPHER D. FALLS CHURCH, VA A ,t �EELLMGE PROPERTY o ,��, E,N� ,�,oN �A — MOMN D�� F� a- ( �'-� S{TE N0. CV313A aut o . z. 2'Q 0 ,� {anal �,� Ho. Osz B4 I a r c h i t e c t s rm mm 67,-mm LMM RNA I A °4- '6--OB PREUM04Wt CONSTRUCADH DRAWINGS mm BRAG _ e n g i n e e r s CHARLO 6§ KTTESYlLLE, VA 22941 %D1 � NO °�`� REVS,oNS cK ° jD]yAy gG VA CV313A OB1 11 SCALE AS SHOWN DESIGNED B. WINK DRAWN GMW n 0 i Q m 8 a I m I a } M 0 e v z a An a 1 re 9. n I c NEW TOP JUMPER CABLE GROUND BAR (1 EACH SECTOR WEAR ANTENNAS) - GROUND KIT (1 EACH SECTOR)- NEN CMI AL CABLE rml- GROUND BAR (BOTTOM OF GMA P SEC 19001 -F CLAP.) COAX GROUND BAR iI MOUNTED ON CABIN u IOW JUMPERS (INSTALLED Erf BECHTEL. BUf t13T DISCONNECTED 7x1 fall TaQ ERICSSON E1t11 W� m 3108 UM15 NEW ANTENNA GSM ITEM ITEM DESCRFMN GSM SIZE/PART NO. N0. S. :I r � (Amwfl) NiTTNNA (SEE NOTE 2 k 3) ADFDP182D909OB -XDM AS -BULT SERIAL If 1 MECHAI40L DOWNTLT ff, ff, 0- ELECTRICAL DORNULT Y. 7. Y 2 MITE]" JUMPER 1/2' LDF4P (6 FEET) 2A ATTACHED MICE DIN INCLUDED W/I[EM /2 CONNECTOR #fTENNA DETAILS 3 MAN COAX 1 5 /B'i AW -50 4 UWATUCED FEMALE DIN L5PDF -RPC A CONNECTOR PR:LMRd RA OONSTRLCnM DRAWHDs 4A EQUIPMENT JUMPER (LENGTH) 1/2' SF (6 FEET) K=. 1. ALL MATERIALS ON THE ADM TABLE SHALL BE PROVIDED BY THE CONTRACTOR TO THE SUBCONIRA TOR FOR INSTALLATION. 2 SUBCONTRACTOR SHALL AS -BULT GABLE LENGTHS AND PROVIDE ANTENNA SERAL NU MBOS ON RED -LINED ORANINGS, 3. ANTENNAS SHALL BE PROCURED AND INSTALLED WITH DOW94TU STS AND HEAVY DUTY CLAMPS SUPPLED BY ANTENNA WMIFACIIAifR. 4. FOLLN DETAL 636 FOR CNGUL AR COAX COLOR CODING. 5 COAX GROUND WS. COAX WEATHER PROOFING, SNAP -IN WINGER CLAMPS AND HOISTING CAPS SHALL EL PRODDED BY THE CONTRACTOR TO THE SUBCONTRACTOR FOR INSTALLATION. TERMIWATION KITS (TYP. OF 2) AT 5' ABOVE GFOU D BETWEEN CABINETS 1 — ANTENNA PER SECTOR CONFIGURATION @ SCALE: N.T.S. NOTES: 1. DEPTH 'D' WILL BE MMMUM OF 36' FROM FINISH STONE GRADE OR DEEPER BASED UPON NATIONAL ELECTRICAL CODE. UTILITY REQUIREMENTS OR STATE AND LOCAL CODES. 2. PEA STDNE, RED - COLORED TOP, MAY BE USED N PLACE OF COMPACTED SAND. FINISHED GRADE, OR GROUND COVER WATCH SLOPE AND THICKNESS OF EXSTNG� TRENCH w UNDMMTURBED TAPE ACTED 804K Al o W/ SATISFACTORY NATNE OR z IMPORTED SOIL w COMPACTED SAND (SEE NOTE 2) COMPACITA SAND BED (SEE NOTE 2) CONDUITS FOR TELEPHONE. T 'yp) ELECTRICAL. WHERE APPLICABLE *CONDUIT SIZE. TYPE. QUANTITY AND SEPARATION DIMENSN011 TO BE VERIFIED WITH LOCAL UTTJTY COMPANY REQUIIiFJENTS DIRECT BURIED CONDUIT SCAM- N.T.S. A -6 r. I 1{ {11111 { { { ►1 ° •' ?7� t FALL CDUMM A2. SUIT 8 TEL' QM Fxls p�4 w no41 -2E66 �, -°°°° a r C h 1 t e C t S K� � � e n g i n e e r s S. :I r � atSC"� LEM RAAIA 1 GIN � SCH. 40 PVC SCH. 40 PVC CONDUIT UNDERGROUND CONDUIT STUB —UP 3 SCALE: N.T.S. A-6 A�Tll '`' ?7� t FALL CDUMM A2. SUIT 8 TEL' QM Fxls p�4 w no41 -2E66 �, -°°°° a r C h 1 t e C t S K� � � e n g i n e e r s K NAME RlvmN �EEEDGE PROPERLY SfTE N0. CV313A 415 KEY WEST DR CfiAIiLQTTESVILLE, VA 22901 atSC"� LEM RAAIA 1 GIN � TOPHER D.7 > o>R>u� 1� N�;_Z 2 f �� BC FALLS CHURCH, A� 2 #fTENNA DETAILS 0 05-25 -Og � ODNSrRUCTMN CTMN DR,,,M GMW em A D1- 16--06 PR:LMRd RA OONSTRLCnM DRAWHDs G>Ievr Imo : DRAWING NUM REV No. DATE REVGIOF,S BY CHX AAWD VA— CV313A 9 1 scu>L srtoM� DES,crFn & a,>frlN c MW N n LOTS: I. SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SITE TO DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER SECTOR FACE - 2. THE STANDARD IS BASED ON EIGHT COLORED TAPES —RED, BLUE, GREEN, YELLOW, ORANGE, BROWN, WHITE, AND SLATE(GREY). THESE TAPES SHOULD BE READILY AVAILABLE TO THE ELECTRICLJN OR CONTRACTOR ON SITE 3. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON 'CABLE MARKING COLOR CONVENTION TABLE'. 4. ALL COLOR CODE TAPE SHALL BE 3M -35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING, 5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A MINIMUM OF 3' WIDE AND SHALL HAVE A MINIMUM OF 3/4' OF SPACING BETWEEN EACH COLOR 6. ALL COLOR BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM OF 3/4' WIOE- 7. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE —TO —SIDE CABLE MARKING COLOR CONVENTION TABLE SECTOR ANTENNA SIDE CABLES BT5 SIDE CABLES RF CABLES MAIN DIVERSITY MAIN DMERSrFY A GREEN GREEN /GREEN GREEN GREEN /GREEN B BLUE BLUE/BLUE BLUE BLUE /BLUE C WHITE WHITE/WHm WHITE WH1TE/WHTTE NOTES. 1. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLI BY SECTOR AND CABLE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE ". 2 ALL COLOR CODE TAPE SHALL BE 3M -35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING. 3. ALL COLOR BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM OF 3/4' WIDE. 4. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE —TO —SIDE. Al GAMMA C. OR Z ALPHA, A OR X RF CABLES RF CABLES Cl TNRU NO Al THIN A10 AS REWD AS p= Cl 81 BETA, B. OR Y 07 -27-09 RF CABLES DR 81 TH U 810 AS RE9'D ANTENNA SECTOR AND CABLE DEFINITION SECTOR COAXAL LADDER ASSIGNMENT ANNA 6x6 STACKED APPLICATION ANTENNA SIDE CABLES LEFT TO RIGHT FACING LADDER (1ST LAYER AGAINST LADDER) 1 SECTORS SECTORS B1 B2 W1 O W3 W4 TOP JUMPER CABLE (TYP) A B C A B C LEFT TO RIGHT FACING LADDER (OUTSIDE LAYER) JUMPER CABLE (TYP) COLORED TAPE G1 G2 O G4 OO (SEE TABLE) COAX ORIENTATION ON TRAPEZE 2 VIEW FACING TOWER MAIN COAX (TYP) CHI CH2 CH3 CHI CH2 CH3 GI O O G4 ANTENNA ANTENNA 3 B1 83 B4 "DRAIN' GMA "DNERSIiY" GMA SURGE B' BTS W1 W2 W3 W4 4 ARRESTOR CH1 CH2 CH3 ` CH1 CH �) RADIO SIDE CABLES COAXIAL LADDER ASSIGNMENT NOT STACKED APPLICATION GMA WHERE REO'D (SINGLE ROW) _ tBOTTOM JUMPER CABLE (TYP) LEFT TO RIGHT (FACING TOWER) @089@9@ 000a W4 ANTENNA COAX DETAILS & NOTES l SCALE: N.T.S. A� atg gem cm FA "m Sou BTS EQUIPMENT CABLE MARKING LOCATIONS DIAGRAM ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS TABLE NO. TAPE TAG LOCATIONS 1 X EACH TOP — JUMPER SHALL BE COLOR CODED WITH (1) SET OF 3' WIDE BANDS. 07 -27-09 A1NI1E71NA DATA DR EACH MAIN COAX SHALL BE COLOR CODED WITH 0 D.S -25-09 (1) SET OF 3' WIDE BANDS NEAR THE 2. X TOP— JUMPER CONNECTION AND WITH (1) SET OF 04 -15-08 PRELIWNARY CONSIRUCnoN DRAWINGS GYW 3/4' WIDE COLOR BANDS JUST PRIOR TO NO. I DATE ENTERING THE ETIS OR TRANSMITTER BUILDING. 3. CNK X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. (IF SHELTER IS USED) ALL BOTTOM JUMPERS SHAM BE COLOR CODED 4. x WITH (1) SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. ALL BOTTOM JUMPERS SHALL BE COLOR CODED 5• ' ' WITH (1) SET OF 3/4' WIDE BANDS ON EACH EN OF THE BOTTOM JUMPER. 3 2 1 07 -27-09 A1NI1E71NA DATA DR BMQ 0 D.S -25-09 FMAL CONSTRUCTION DRAWN= GMW am A 04 -15-08 PRELIWNARY CONSIRUCnoN DRAWINGS GYW BNQ NO. I DATE REVISION$ I BY CNK APP' SCALE: AS SHVM1 IDESIGNED 8. QUNN I DRAWN GMW (0 — DENOTES TAG OR TAPE) 0l+ MORTN N8. 032964 D. 2 18' -0` A-E PLAN VIEW 1 M r 1 CETm POST - / CHRISTOPHER D. WM DR BMa MOMN ROL CONSTRUCTION DRAAW14M Gmw BUO No. 032984 �r �' B $- r {% V sgors� I> c�W Ago jON� O 0. SEE H -FRAME 2 # DETAIL 1 /A-2 °' -Z'-02 LIGHT FIMIRES .G� DRAWM REY C. VA-- CV313A 11 1 1 # \ / KADMPER au LOCAL CODES (-) �I a m Z y U fl 0 I n N t 0 STRUCTURAL PLATFORM FONT ELEVATION r2 MS. A-B THE PROPOSED LIGHT FIXTURE SFWLL BE SHEIDED IN A 0ORAANCE WITH k0lARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. ALL PROPOSED LIGHTING LS FOR TEMPORARY MAWTENANCE AND SECURITY USE ONLY. LIGHTS TO BE MOUNTED ON THE SIDE OF PLATFORM OPPOSITE OF THE CABINETS. AIM LIGHTS AT CABINETS O , 00 0 GALV PIPE FROM H -FRAME 1/Y FELX- STRAP TO POLE 0 4' C.0 — FLOOD LIGHT DETAI 4 N.T.S. �B FLOODLIGHT - OTY 2 (SEE DRG A -2 FOR SPECIFICATIONS) FLOODLIGHT MOUNT (SEE MFR SPECS FOR SPECGIC POLE MOUNT) SIDE ELEVATION 3 N.T.S. A -Bi �° t � MR 101 rxls atwrx to zm4t s 'm �'�°°° a r c h i t e C t S �� e n g i n e e r s I SITE NAME: RNAN {EELEDGE PROPER SITE N0. CV3 i 3A 415 KEY WEST DR CHARLOTTESVILLE, VA 22901 at &t Lt Rp PLAZA 1 +m+ putt � sul[ 30o "�" �` a'0B0 CHRISTOPHER D. WM DR BMa MOMN ROL CONSTRUCTION DRAAW14M Gmw BUO No. 032984 �r �' B $- r {% V sgors� I> c�W Ago jON� O 0. BC ARCHff M ENGINEERS FALLS CHURCH, VA 2 t °' -Z'-02 LIGHT FIMIRES .G� DRAWM REY C. VA-- CV313A 11 1 o os -2e-oo A -1�� au scA SITE WORK GENERAL NOTES: STRUCTURAL STEEL NOTES: GENERAL NOTES 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO 1. ALL STEEL WORK SHALL BE PANTED IN ACCORDANCE WITH THE PROJECT 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: THE START OF CONSTRUCTION. SPECIFICATIONS AND N ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED, CONTRACTOR - BECHTEL 2 ALL WELDING SWILL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES CONFORM TO ALSO. WHERE FILM WELD SIZES ARE HOT SHOWN. PRGAADE THE mwmm OWNER - AT &T WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. AND SUE PER TABLE JZ4 IN THE ASC 'MWIAL OF STEEL CONSTRUCTION', PAINTED ODA - ORKW44L EQUIPMENT MANUFACTURE WHERE REWIRED FOR THE PROPER EXECUTION OF THE WORK. SHALL BE SURFACES SHALL BE TOUCHED UP. 2 PRIOR TD THE SUBMISSION OF BIOS THE BIDDING SUBCONTRA�'TOR SHALL VISIT THE CELL SITE TO RELOCATED AS DIRECTED W N Ex ACTOR. EXTREME CAUTION SHOULD BE USED FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPL SHED AS UT THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR HEAR 3 BOLTED CONNECITONS SFMLLl BE 1SD1 A325 BEARING TYPE SHOWN ON THE CONSTRUCTION DRAWINGS_ ANY D�ANCY FOUND SHWA. BE BROUGHT TO THE UTILITIES SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING (3/4'0) CDIA17M AHD SHALL HAVE MNRAUM OF TWO BOLTS UNLESS NOTED ATTENTION OF CONTRACTOR CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) OIHEl7WI5E ABBREVIATIONS CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 3, ALL MATERWS FURNISHED AND IHS XlED SHAU BE N STRICT ACCORDANCE WITH ALL APPLICABLE 4. NON -- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DLA ASTM A 307 CODES, REGULATIONS, AND ORDINANCES SUBCONTRACTOR SHALL ISSTIE ALL APPROPRIATE NOTICES AND 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT STS UNLESS NOTED OTHERWISE. COMPLY WITH ALL LAMS, ORDINANCES, RULES, REGULATIONS, AND LAWFIJL ORDERS OF ANY PUBLIC AGL ABOVE GRADE LEVEL SPECIFICATIONS. AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ETTS BASE TRANSCEIVER STATION 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER (E) EXISTING 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER MANUFACTURER'S WRICIEN RECOMMENDED PROCEDURE THE ANCHOR BOLT, DOWEL OR ALL WOR14 CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR SPECIFICATIONS AND JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. MIN MINIMUM AS SHOWN ON THE DRAW INM NO REBW SHALL BE CUT WITHOUT PRIOR OONTRACTDR N.T.S. NOT TO SCALE 5. ALL IXlST1NC INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES �O`K WHEN DRILLING HOLES IN CONCRETE SPECIAL NSPECTIOHG, REQUIRED BY 4. NOT USED. REF NOT TONSC WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S 5. MESS NOTED OTIERALSE THE WOW SHALL INCLUDE FUfi LNG AYUTEinALS EQUIPMENT, AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WALL IAMMOM ALLOWABLE LOADS RF RADIO FREQUENCY NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL DRAYWAPPURRINIA� NC6, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS NDIGATFD ON THE T.B.D. TO BE OETERMINEO OF CONTRACTOR. OWNER AND /OR LOCAL UTILITIES. 6. ALL EXPANSION/WEDGE ROM SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. THE ANCHOR BOLT DOWEL AND ROD SHALL BE Swum sm WITH T.B.R. TO BE RESOLVED STAINLESS STEEL WASHERS. 6. THE SUBCONTRACTOR SHALL INSTALL ALL EOLIPkm AND mATFRW.S IN ACCORDANCE WITH TYP TYPICAL 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING 517E DURING MANUFACTURER'S FECOMMENUATION5 UNLESS SPECIFICALLY STATED OTHERWISE. CONSTRUCTION, Rf0 REQUIRED 7, IF THE SPECIFIED EQUIPMENT CANNOT BE M7 LLED AS SHOWN ON THESE DRAWNGS, THE EGR EQUIPMENT GROUND RING 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. AT&T SPECIFICATION FOR SITE SIGNAGE. 8. SUBCONTRACTOR MAUL DETERMINE ACTUAL ROuTm OF CODUT, POWER AND T1 CABLES, GROUNDING AWG AMERICA WIRE GAUGE B. THE SITE SHAT. BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM CABLES AS SHOWN ON THE POWERR. GROUNDING AND TELUA PLAN DRAWING. MG8 MASTER GROUND BUS LIRE t3T5 EQUIPMENT AND TOWER AREAS. 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVFME)ITS, CURES, LANDSCAPING AND EG EQUIPMENT GROUND 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. STRUCTURES. ANY INQWED PART SHAT BE REPAIRED AT SUBCONTRACTOR'S DPENSE TO THE FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR SATSFALTION OF OWNER. 6CWW BARE COPPER WIRE EMBANKMENT. 10. SUBCONTRACTOR SHALL UxALI.Y AND PROPERLY DISPOSE OF ALL SCIUP IAATfRWS SUCH AS COAXIAL SIAD SMART INTEGRATED ACCESS DEVICE CONCRETE AND REINFORCING STEEL NOTES: cis AND OTHER ITEMS REMOVED FROM THE POSTING FACEDY. ANTENNAS REMOVED SHAT BE 1Q. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH GEN GENERATOR UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 1. AL CONCRETE WORK SHALL BE N ACCORDANCE WITH THE Act 301, ACI 318, AC7 336, A51 U RETURNED TO THE OWNERS DESIGNATED LOCATION. 1GR INTERIOR GROUND RING (HALO) A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE 11. SUBCONTRACTOR SWILL LEAVE PREMISM IN CLEAN CONDITION. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT CONCRETE• REIS RADIO BASE STATION COVERED Ery L THE TOWER EQU1T'D TO OR ORNEWRO SHALL BE GRADED TO A 2, ALL CONCRETE SHALL HWE A MINIMUM COMPReaw STRENGTH OF 12 CONSiRULT10N SHALL COMPLY WITH SPECIFICATION 24782-000- YFSAOOZ- 00002, 'GL?IERAL SYMBOLS UNIFORM SLOPE, AND STAN3ALRED TO PREVENT EROSION. 4000 PSI AT 28 DAYS, UIlESS NOTED OTHERWISE. CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT &T GSL SITES,' S/G SOLED GROUND BUS BAR 0 12 SUBCONTRACTOR SHALL WNIMFLE DISTURETlNCE TO EXISTING SITE II11tING SCUD NEUTRAL BIAS BAR I 3• REINFORCING STEEL SHWA CORPORA TO ASTM A 615, GRADE 60, DEFORMED LNlFSS NOTED a CONSTRUCTION. EROSION CONTROL MEASURES IF REQUIRED DURING S N C-4 OTHERWISE WELDED WILE FABRIC SFWl CONFORM TO ASIA A 185 WELDED STEEL WIRE CONSTRUCTION. SHALL BE IN CONFORMANCE WITH THE LOCAL )URISDICF)ON'S FABRIC UNLESS HOLED OTHERWISE. SPLICES SHALL BE CLASS C' AND ALL HOOKS %%ALL BE c GUIDELINES FOR EROSION AND SEDIMENT CONTROL UN0 A H SUPPL.ENENTAL GROUND CONDUCTOR w 0 4 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL CIRCUIT BREAKER UHA65 SHOWN QITfRWLSE ON DRAIINCS o 0 CI POLE THERMAL-MAGNETIC n CONCRETE T� o SINGLE-POLE THERMAL - MAGNETC CONCRETE E S D O EARTH OR wFATma NOTES: CIRCUIT BREWER c 16 AM LARGER ._• ..................... 2 IN. 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL DEPOSE UNDGWRBED NATURAL SUBG ADE AND a CHEMICAL GROUND ROD 15 AND SMALLER & WWF 1/2 IN. PLACE CRUSHED STONE AS REOMED . GROUND ROD 3 CONIClEfE MDT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GiOLM 2- OOMIRACTIONN CERTIFICATION: AN REFECTION AND WRITTEN cumin TION BY A QUALIFIED GM TECHNICAL Q GROUND ROD W/ INSPECTION WELL TEC HNCAN OR ENGIEER IS ACCMABLL TEAMS COWMINS .. ..1 1/2 IN. IN. I� DISCONNECT SWITCH 3. AS AN ALTERRNATIVE TO INSPECTION AND WRITTEN CERTIFICATION. THE 'UNDISTURBED SOD` BASE SHALL BE 5 A CHAFER 3/4' SHALL IE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, LINO, IN COMPACTED WITH COMPACTION EQUPIEN . USEED BUM. TO AT LEAST 9000 MODIFIED PROCTOR ummum ® METER m ACCORDANCE WITH ACI 301 SECTION 4.2.4, DENSITY PER ASTIR D 1557 METHOD C. 0 � ■ CADWFLD TYPE CONNECTION 6. CONCRETE / EXPANSION ANCHORS SHALL BE STALM.•ESS ML INSTALLATION, SHALL BE PER 4. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVDE 6' MINMNEIM CRUSHED STONE OR GRAVEL MANUFACTURER'S WRITTEN RECOM/EHDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD COMPACTED IN 3' LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURA OR CRUSHED WITH 1DO X COMPRESSION TYPE CONNECTION SHALL CONFORM TO MANUFACIUlUft RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN PASSING 1' SLEEVE. o ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN GROUNDING WIRE c` DRILLING HOLES IN CMCREM EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET /REDHEAD OR APPRCAED Taw- COMPACTION EQUIPMENT: HWND OPERATED DOUBLE MUM, VBRATORY ROLLER, VIBRATORY PRATE WWACTER OR JUMPING COMPACTOR. SOIL COMPACTION NOTES FOR SLAB ON GRADE $ 78 Qlp D a BC ARCHITECTS ENG1NEfRS SAE NAME: RNAN 2 CMR k TOPHER D. FALLS CHURCH, VA 5° N I,KL � IM (EL.LEDGE PROPER 1 07 -� COUNTY CDMMF� - NOTE #4 DR BW OPIN 87 - ata 0 05- 26-07 FINAL CONSTRUCTION DRAwDM Gw Em NOTES ME N0 CV313A 032984 n a r c h i t e c i s �� 0-� • I�RIY iTAU I � o4 -us-ae PRatlwwu�Y masrreucl►or+ I>r:wwM cMw IMO r,�, 415 KEY WEST DR 4M A=uENWI J . DATE REY470N5 ar CHx .1. v M � ' DNAwr+c rsty e n g i n e e r s CHARLOTT6YlLLE VA 22901 ws sgwN DI ITCHED a Qum DRANTI caAw ]L VA- SCALE 12 1 2 a w8x18 1B'_o" s-2 CL W8xT8 CL TS4 "x4'xYy' STL F° M 5-2 CL TS4 x4 �' STL POSTS & Yrx3D'x12' CONC. FTOS. & 30'x3D "x12" CONC, FIGS. CL M18 CL MOB ' 17' -5" I I CL 154'x4`xr" CL T5s�4'x4pNX 3 1/2' 1 m POSiS Ju \ /I \ / I W&18 \ / 5 -2 � Y1®c18 CARNET I I\ CABMET W10M SCALE IN FEET SCALE IN FEET FOUNDATION PLAN 1 PLATFORM FRAMING PLAN (-2"\ SOLE Y 4 " =1' -0' 12" 0 2'-0" 4' -0" 6 - -0" SCALE: 1/4 " -1' -0' S-1 12° � 2. -0� 4� -0" fi� -�" 5 -1 n O 04 N I n 0 m 0 U :2 n C 0 a r a 0 0 N I C d L 6 Y to N N 0 0P O r 2 IST HER B. FRALLS CHURCH, ENGIVEERS TTE NAME: RIVAN 5M PM ME 101 MOPN ____ �_ FALS DOM A =41 -M% (ELLEDGE PROPS � o as-x� FRL1L co►a m,craN I]RA,M114� c„w 13ro M. M� SITE N0. CV313A aut No. 032984 STRIjCTURAL DETAILS , N a r c h i t e c i s LEMPM1 a� -,6-oe FF LIIYIIARY consrRVCT,o1+ oRwwuuGS caves era P S}p. 415 KEY WEST DR GLEN � k WK 3W 23M NO. a�� REVISKM 8r CHK APP D f � rC, oc M-wm N Rtv al e n g i n e e r s CFiARLOTTESMLLE, VA 22901 SCALE AS sty o� & QUNN IMAM GM �L � :1.1.11, -... VA— CV313A 13 1 CL Wex18 CL Wax18 IL "I", I Waxi8 Ill 13' -0- 1 2' -6' _ _I M T54'x4'XV4' CL�T54'x4'xY' I STL POST I I I STL POST 3 1/2' 1T -5" 3 1/2" I { RA LM PER I I I LOrAL CODE MR) Er M •1 I I k 1 TS4x4lh' PM 12 "x12544' aPL 1 W /(4 0 A$. = 30'x3D'x12' CONC. n� SCALE IN FEET FM. of 4) n 12° 0 2' -0° 4' -0° 6' -0" SECTION 1 SCALE. 1/4 "= 1'--0' S -2 3D'x3O'x1Y COW - FTC. (TYP. OF 4) v 1 N N 3'0 SID. SCH-40 SM PIPE POST FOR LIGHT FUTURE CL *1042 do CL VlOY22 & I STx� I Sx�n (W. OF 1) ST.S STI.S 0 v CL W[ is CL MIS n 'j ROM PM 1 3' -4' I 3' -4' I 3' -4' a WCAL) com J I I { 3 � I I � I 1 a 0 N TS4x4x4' 1 POST Or.) a c 1Yx1Yx74' B.PL { r e W 4}Y'4 A.& } v N = SCALE IN FEET SECTION z 0 12° 0 2' -0° 4' -0° 6' —Q° SCALE: 1/4 -1'-0' S-2 '� of D BC SITE NAME: RIAN 2 ('HitISTOPHER D. FRAUSI' CHURCHIV�Rs sma mD.ft r� WX 101 1 Di -27-09 Posy DR aa4 MORIN - �! �� 6'A a�1_� ELI DGE PROPERTY cl) o D D5 -26-M PNFL CONSTRUCTION DRAW9M GAIw BW STRUCTURAL DETAILS SATE N0. CV31 3A at8Ct oa29a4 n a r c lz 1 t e C t S ' tl�RIT PU7A 1 04-161�M4 =+ GiA1M X10 • 415 KEY WEST DR N 460, Dbt R0. SlylC 300 �% DRAW9IG GM XLEK VA 23060 H0. Q�TE REVMNS 6Y CHK JkNo. I % c c e n g n e e r s CWtiRLOTfES141 I F_ VA 22901 "'Ll AS a mm DRAM CWV � VA- CV313A 14 1 W10 WB 1'4 STD. PIPE RAILING POST CONSTRUCTION 12' L4x4)4'- 6' LONG 1'i SRI. PIPE RARING O W /(2) %'0 BOLTS 2 8' 2' do POST CONSTMXllDN X" PL 12'02" Hoo—\,. El }�r� N Ilf. 3fe 4 TYPICAL BEAM CONNECTION DETAIL 3 BASE PLATE DETAIL jl MALL 1- 1/2' -1' -O' s-3 TYP. ifs 1547 YA' I I STEEL POST I I Wt 0x22 I I I I I I 3fe i (4) -' ANCHOR BM I I I I T.O. P" GRADE #4 TIES ° d (4) Y4'0 BOLTS 303'. BAL09' FROU TOP DEL b ° 4 BARS J7 0 M n CORNERS TYP. nY ; 16"x16' PIER °4 o TS4x4A' RNL PER L3'x35d'i' v LOLL CODE 6' LONG 0 POST RAIL POSTS 5 m d a 3'4 STD. SCH -40�•� SIL PPE POST 6' LONG O 2' 3' 2' 4'' RNL POSTS HOOK TM, g0jl{ d a N n SAES 3f,' < • • ° • o X- Il2'x6' PL W / (4) o riia 4 NOTES N ID sle 3f._� 1 4 GE N F OR FM SW & REBAR DETAR a BFAII SEE FOUNDATION PLAN 0 r MA RAIL CONNECTION DETAIL 1 EDGE 6i SCAM 1-1/2'-V-0^ WAM FOOTING & PIER DETAIL 5 LIGHT FIXTURE POST CONNECTION 2 TYPICAL CAP PLATE DETAIL 4 SCALE 1'�1 —� S-3 z SCALE: 1-1/2'-l'-O^ SCALE 1-1/21=- -O g_3 0p D 3 BC ARCHITECTS ENGINEERS 1TE NAME: MAN 2 CHRISTOPHER n. FAILS CHURCH, VA sm Pm am 1O1 Fl I FfIGE PROPER 1 Mom c fixes aurot va 11_2d91 SITE N�. 13A at�� o ob -zs-os RNAI conslRUCrIDr+ DrawNcs wrw m+o STRUCTURAL DETAILS 1 7A sn-M No. 032 rl a r c b i t e c t s FAY sn -e7oo 415 KEY WEST DR _UBM RAU I A 0'-1& -m rreoJl mwf co rms+ DRAMMS ow MAO T' 0 � QA1 MIDI MD. 417E REV151ofa5 er C�IK APP'D E� -SS oruwRlD rJIAA REV o e n g i n e e r s CHARLOTTESVILLE, VA 22901 sxE As sFlaww DESlrrlm B. aue•I Drawn rlrrr OVAL VA— CV313A 15 1 STRUCTURAL SPECFKAT10N5 PLATFORM FRAWNG NOTES: 1. THIS RASED STEEL PLATFORM, WITH BASE DIMENSIONS OF 10' X 16', IS DESIGNED FOR SUPPORT OF TWO EQUIPMENT CABINETS AND A GENERATOR. 2. CABINETS = 2,000 L8S./FACH (2 CABINETS TOTAL) 3. GDUATOR - 8,000 LBS., FULLY LOADED (1 TOTAL) 4, GRATED AREA LIVE LOAD - SO P.3F. 5. WIND SPEED = 90 uPJt 6. STEM PLATFORM SHALL BE SUPPORTED BY 4 STEEL TUBE POSTS, RESTING ON SWALLOW SPREAD FOOTINGS, AS DESIGNATED ON THE STRUCTURAL DRAWINGS, STEEL TUBE POSTS SHALL BE TS4'X4 -" /4' RESTING ON %- X12'Xl2' BASE PIATTS. 7. GRATING SHALL BE GALVANIZED STEEL, W -19-4 WITH 1- 1 /4 -XI /8' BEARING BARS, RATED FOR 100 P.S.F. LOAD PRODUCING MAXIMUM DEFLECTION OF N* FOR 5 FEET SPAN. ANCHOR GRATING TO SUPPORTING STEEL UM AT MAXIMUM 24' ON CENTER & MINIMUM 4 ANCHORS PER GRATING SECTION. & WALL RAILING ON THE PERIMETER OF PIATFORMI AS %M ON STRUCNRAL DRAWINGS AND IN ACCORDANCE WITH LOCAL CDDE. 9. WALL CANOPY OVER PLATFORM IN ACCORDANCE WITH DETAILS. L GENERAL I. ALL WORK SHwl BE DONE IN ACCORDANCE WITH THE REQUIREMOIIS OF THE LOCAL BUILDING DEPARTMENT, THESE DRAWINGS & OTHER PROJECT DOCUMENTS, AND ALL OTHER APPLICABLE CODES & STANDARDS. 2. DESIGN AND IMPLEMENTA11ON OF ANY TEMPORARY SHORNG REQUIRED, METHODS AND SEQUENCE OF CONSfRt7CTIDNN A ERECTION, AND COMRLIANCE 9RTH SAFETY STANDARDS SHALL BE THE RESPONSIRIUTY OF THE CONTRACTOR FOR DURATION OF CONSTRUCTION. UNTIL WORK IS COMPLETED AND ACCEPTED- 3 OONR CTOR SHALL VERIFY AL DIMENSIONS PRIOR TO ANY FABIWATION AND /OR ERECTION OF ANY COMPONENTS, AND SHALL REPORT DW,REPANCIES ON PLANS TO THE ARCHITECT /ENGNIER FOR REVIEW AND CLARIFICATION AS SOON AS PEE 4. CONTRACTOR SHALL PREPARE SHOP DRAWINGS WITH DIMENSIONS, AND SUBMIT FOR REVIEW AND APPROVAL PRIOR TO ANN' FABRICATION. SHOP DRAWINGS SHALL ONLY BE REVIEWED FOR GENERAL CONFORMANCE AND CONTRACTOR IS RESPO UILE FOR COORDINATION AND TO BUILD ACCORDING TO PLANS. IL STEEL I. ALL STRUCTURAL STEEL SHALL BE DESIGNED. DETAILED. FABRICATED, AND ERECTED IN ACCORDANCE WITH THE REQURDAFNIS OF ALSC' SPECIFICATIONS. 2_ AL bT CTURA. STEEL SHALL CONFORM TO ASCII A -36, FY=36,00D P9. AND STEEL TRIBES SHALL CONFORM TO ASTM A-50D GRADE B. STEEL PIPES SHALL BE STANDARD SCHEDULE 40, CONFORMING TO ASTM A -501. 3. ALL STEEL CONNECTIONS SHALL BE DESIGE0 AND DETAILED N ACCORDANCE WITH THE REXIIIREMENTS OF RISC MANUAL OF PRAC[M:E FOR SM CONSTRUCTION. OONNECT06 SHALL BE MADE USNG ?' DIAMETER NO STRENGTH BOLTS CONF17RLfIG W ASTM -325, EXCEPT AS NOTED ON DETAILS_ SHOP CONNECTIONS MAY TE WELDED IN LIEU OF BOLTING. 4. ALL WETDNG SHAT. BE DOE N ACCORDANCE WH THE REOLIREAENIS OF AWS' STANDARDS, I SING E -7W ELECTRODES. S. ALL SLRW URAL STEEL SHALL BE NOT- DIPPED GALVANIZED AND SHLA L RECEIVE ONE FIELD TDUQ4 -UP COAT OF ZINC-ENRICHED GALVIWQNG PAINT. 6. NO TORCH- CUfUNG OF SLEET MEMBERS OR BURNING OF HOLES N STEEL IS AXNED. ALL HOLES SHALL BE PRE - DRILLED N SHOP TO 1/16' LARGER IN DWIETFR THAN BOLTS, OR AS SPECIFIED. OONTWHTOR SHWA. COORDINATE ALL PRE - DRILLED HOLES LOCATIONS. IL ODHCRETE 1. ALL CONCRETE WORK SHALL BE DONE IN ACCORD44CE NINTH THE LREOIINElEMS OF ACT- 318: 'DUCTING CODE REOUIiREMF7T15 FOR REINFORCED CONCRETE'. 2. ALL CONCRETE FOR FOOTINGS SHALL WAVE MINIMUM 28 DAY CO PRESSW STRENGTH OF 3,000 PST. ALL CONCRETE FOR PIERS MALL HAVE M MUM 28 DAY COUPRE55NE STRENGTH OF 3,500 PSI. WITH MDMWM 6X AN- ENTRAI MEAT. 3. ALL CONCRETE SHALL BE THOROUGHLY COMPACTED DURING PLACEMENT AND WORKED AROUND EJINEDDED M31S AND INTO CORNERS OF FORMS. w+ EACH POUR SHALL IE CONTINUOUS TO PREVENT COLD JOINTS. 4. CONDEE MALL HAVE SLUMP OF 4' ( +/ -11 AT THE TIME OF FINAL PIACE)AENT. 5. CONCRETE SHALL BE PLACED ONLY ON Qlm SURFAcES, FIRES OF Dar, O, AND FOREIGN MATERIAL 6. CONTRACTOR SHALL 13E RESPONSIBLE FOR ALL ITW EMBEDDED IN CONCRETE. INCUY)NG REBAR5, DOWFIS, ANCHOR BDLTS, ETC. AND SHALL ENSURE DIRT ALL ARE ACCURATELY PLACED AND PROPERLY SECURED PRIOR TO OW EE PLACEMENT. ri a 7. ALL RE]WORCM BARS SUL COFO01 TO ASTM A-615, GRADE 60. & CONTINUOUS REBALS SHALL BE LAP SPLICED 30 BAR DIAMETER OR 16, WHIDIEVER IS GREATER, OR AS NOTED ON DETAILS. REBAR ENDS SHALL Z BE HOOKED WHERE DETA.ED ON DRAWINGS, 0 0 SITE NAME: RIVAN sm "�' ° 2 SLUE 101 (ELLEDGE PROPERTY FAN,s I ,v �' SITE N0. CV313A atm M. 6r1�o0o � a r c 12 i t e c t s FXL gn-M umar RAZAA I ri P n c, n P P ,r„ 415 KEY WEST DR �. +� �i mm FOUNDATION PLAN NOTES : I. THIS STEEL PLATFORM HAS BEEN DESIGNED TO BE SUPPORTED BY CONVENTIONAL SHALLOW SPREAD FOOTINGS. THE FOUNDATION SYSTER HAS BEEN DESIGNED BASED ON ASSUMED GROSS SOIL BEARING CAPACITY OF AT LEAST 2.000 POUNDS PER SQUARE FOOT. THE SATIABILITY OF THIS DESIGN AND THE ACTUAL SOIL BARING CAPACITY SFW1 BE VERIFIED WRING CONSTRUCTION. 8Y A FIELD GEOTECHH L ENGINEER, XMING UNDER THE DIRECTION OF A REGISTERED ENGINEER. 2 ALL FOOTINGS SHALL BE PLACED ON SUITABLE AND UNDISTURBED SDR, DR ON COMPACTED STRUCTURAL FILL ADEQUATELY CONSOUDATED TO AT LEAST 95% OF MAXIMUM DRY DENSITY PER ASTIR D- 1557, AS TESTED AND VERIFIED BY A GEATECHNIC L ENGNEER, CERTIFYING THE SAME. 3. CONCRETE FOR FOOTMGS SHALL NOT BE PLACED ON PEAT, CLAY, FROZEN SOIL. Ml1Q. AND ICE, AND THE AREA SHALL BE FREE OF DEBRIS AT THE TIME OF THE CONCRETE PLACf Off- 4. THE OWNER SHWL RETAIN THE SERVICES OF A GEOTECHNCAL Emumm G FlRM TO VERFY ACTUAL SITE COARIONS, AND ADJUST THE FOUNDATION DESIGN ACCORDINGLY AND AS NECESSARY DURING CONLSTRUCTION. FIELD REl'RLSENTATIVE OF SUCH AGENCY SHAT WORK UNDER THE DIRECTION OF A REGISTERED PROFESSIONAL ENGINEER, REGISTERED N THE STATE OF VIRG#& 5. BOTTOM OF FOOTINGS SHALL BE AT LEAST 36 INCHES BELOW GRADE FOR STORM AND FROST PROTECTION. FOOTINGS MAY BE LOWEFRED IN FEW AS CONLMTWNS DICTATE. 6. THE CONCRETE PIERS SNAIL BE SQUARE, 16 X16'. REINFORCED WITH VERTICAL BARS AND TIES AS DETAILED ON STRUCUtAL DRAWNM VERTICAL BARS SWILL BE DOWELED INTO THE FOOTMD. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND FOOTING LOCAIIDNS AGAINST FRAMMf, PLAN LAYOUT DMDSDNS. TO B&IRE cDORDMATED CONSTRUCTION. & ANCIiOR BOLTS SHALL CONFORM TO AST114337, WITH HOOKED ENDS AS SHOWN 10MEHIp B. OUNN IDRAWN GMW OIL+ - CMUnOPHER D:v MORIlN ,\o. 032984� ONITAr, ©- NNIH ' �00 AS SHOWN 10MEHIp B. OUNN IDRAWN GMW OIL+ - CMUnOPHER D:v MORIlN ,\o. 032984� ONITAr, SURVEYORS GARDEN HOSE 1 /2'0, )AIN. r — �- TURNBUCKLE REMOVE BURLAP FROM TOP 1- 113' OF ROOT BALL STRAND, 3" SHREDDED HARDWOOD r f EXISSNG TREE TO REMAIN 6AlVANTZEO WULCH PROPOSED AT &T —455 f ~_ f — \ WIRL 3' EARTH BERM TO FORM H -FRAWE W/ MEIEI , 1 — r SAUCER DOW UNDERSM DSCONNECT, AC PANEL BOARD AND TELCO BOX � � r � r f — — � � � `� TREE TO BE REMOVED OF 2) 2' X 2" HARDWOOD PROPOSED AT &T P T &T ,c3f1 STAKES; 36' MN. EOUPMENT CABINETS ON 460 J r \ / LENGTH — f AN 10'x16' STRUCTURAL PLATFORM PROPOSED AT&T SITUATED TREES T SH J > MOUNTED TO POLE f OF 3) PANTED SWj6090 �+ 13 — r f JAVA BROWN o a o =1 I M M I IEEE I I I —I 1-1 I PROPOSED AT&T 103' -2• STEEL POLE PAINTED SW I6090 JAVA BROWN $ m° w TAMP OR WATER TOPSOIL AT 6' LOOSEN SZIBSOIL AT - - o INTERVALS; WATER THOROUGHLY LY BOTTOM �rH,TAMP TO I _ Al o � � � WHEN HOLE 6 2/3 FULL r f PROPOSED NEWE STEVEIS l HOLLY Or 8)-- NOTES: PROPOSED MOUNTAIN O J ) - LAUREL C" OF B) r �J - �— PROPOSED MOUNTAIN 1. EVERGREEN TREE SHALL BE MN. 5' IN HEIGHT PLANTED O _ LAUREL (TfP OF 8) 10'-0. ON CENTER ON 5' WIDE PLANTING STRIP. PROPOSED NEWE STEVfNS / �— �. r 2. SPECIES OF TREE SHAH BE ILEX 'NEUX R STEVEN5'. 3. NEWLY PIANIEO TRTTS SHN1 HAVE A MN. RADIUS OF FOUR HOLLY {TYP OF 8) _ I / A05 ✓/ J / —41)1 _— — _� _y 0 (4) FEET AROUND THE BASE OF TRUNK COVERED WITH MULCH. / EVERGREEN DETAIL 3 / L SCALE: l-30' L -1 r\. E mlm GRAVEL 'v DJ(b" M HOUSE PARIONG ® ROM BURLAP 3' TREE BARK PROPOSED AT &T 20' UPPER 1/3 MULCH WIDE ACCESS /UTN.UY 1 o ROOT BALL EASEWEXT FINISHED J GRADE PROPOSED AT &T 12' 20' -0' j ' -D- ok WIDE ACCESS ROAD HAL v r 1 AM04DED TOPSOIL GRADE H o EARTH SAUCER UNDISNRTED SOIL PEDESTAL N o E10STM TREES TO BE REMOVED ARE SMALL AND UNDEWORY WITH CRONMS 1. SHR B PLANTINGS SHAU. HAVE A MINIMUM HMHT — BELOW THE SURROUNDING TREE CANOPY_ OF THREE (3) FEET AT mmu-TION. q95" 2. SHRUB SPECIES SHALL BE MOUNTAIN LAUREL { 5-: SHRUB DETAIL (D to SCALE 1' =30' L -1 SCALE IN FEET LANDSCAPE PLAN 1 LE SCA 1'-,30' - TH OP P 0 15 30 60 90 TRUE NORTH /0- y 0 0 m 0 k n N I n 5169 CaIA.�A P9� 9�kE to, FAU a� 9~ =41 -� a r C b i t e C t s F1An 7p1 8671, p e n g i n e e r s SITE NAME: RNANN ELLEDGE PROPERTY \ 11 ^� �7 �+� N . v•313 + 415 KEY VEST OR CHARL4TTESYILIE, VA 229D1 �� k» PA7A 1 4uL1n s CH1tISTOPIMR D. MoRZN No. 032```...9yyy8lll4 �. �. APP'D f �' E BC ARCHITECTS ENGINEERS FALLS CHURCH, VA A. z 7 -� 1REE Rk7A0YAl CIIJiIFlCAIION are suo 1 o7 -n -09 NEW SHE OR BM0 I.ANBSCAPE PLAN 0 os -26-09 r9r+w 00NMVCnW DMWIHas Grew eIAO A or,6 -D6 PREUM94AW CONSTRWrION DRAWDW GAAw ema DRAWING NUMBER �y NO. DATE REmkONS 8Y CFX VA -CV3 i 3A -17 2 SCALE AS SWWN DMGNm S. QUM DRAWN c�vr I E } Ci r a c a c I C of ata uu" RATA 7 am am m SIMIE 300 GMM XVA2= 3 2 r TREE REWOVAL CLARFIGiION DR UW B TOTAL LAND AREA OI5NREiANCE D7 -24-09 CMINff COMMENTS - GRADING DR BMQ 0 • 395&7± SF (0.49 AC) f PROPOSED AMT 1}55 GWY BMQ DEW TREE TO REMAIN A H -FRAME W/ METER DLSOD N1ECT, AC PANEL r 1�� - f — - El*lW UNDERSTORY NO. BOARD AND TELCO BOX r l ^ - CFK TREE 10 BE REMOVED : r ' r (fYP. OF 2) PROPOSED AT &T EOlAPL1ENT CAFAIETS ON � J �' � r j1 J � -- � — PROPOSED AT &T 20'x30' AN 10'x18' STRUCTURAL 1 J r STEEL PLATFORM PROPOSED AT&T SRIIATED WITHIN TREES J ANTENNAS FLUSH J l ' WUMED TO POLE (M. TEMPORARY R _� r ~ OF 3) PARKED SWIS090 PROTECTION TREE �A6 -� JAVA BROWN ��yA DRIPLWE (TYP) f f PROPOSED AT&T 14s -2` PROPOSED PERIAAJJETIT r - .• r • STEEL POLE PAWED TREE PRI] ECTION FENCE ;'� SB16090 JAVA BROWN (TYP) TREE RPO DsS T r� A7o ` _ _ AREA OF STEEP SLOPES BE LOCATED A iD � ND SV L WIN LANAIS OF DISTURBANCE (299 SF) 9, AREORSf - f ` PROPOSED AT &T 24' I J �- WIDE ACCESS /UTILITY EASEMENT _ ✓� REFERi�Jf.E TR�(1 }�! O PROPOSED SILT (yp - / ' PROPOSED AT &T 12' NO GRADE CUTS WITHIN WIDE ACCESS ROAD I / DRIPLRIE OF TREE (FILL ONL r� COORDINATE WITH ARBORLST & TREE CONSERVATION PLAN EXISTING HOUSE AVOID EXISTING Chu Sim WITHIN TREES IN THIS AREA ` DISTURBED AREA (109 SF) PROPOSED 12` 1 ^ '�P� DRAINAGE MCH NEW CONTOUR (M.) EX15'T>NG CONTOUR (TYP.) y L i CE SCALE IN FEET EROSION & SEDIMENT CONTROL PLAN 1 SCALE: 1'-W' 0 15 30 60 90 TRUE NORTH op Dl� ata uu" RATA 7 am am m SIMIE 300 GMM XVA2= 3 2 1 W-07 -09 TREE REWOVAL CLARFIGiION DR UW B 1 D7 -24-09 CMINff COMMENTS - GRADING DR BMQ 0 05 -28-09 FiIAL OONUMWnON OPAWWM GWY BMQ A 04 -16-08 PRaNWRY CDNSHaXMON DRAWINGS qM BLQ NO. DATE RFNSHM BY CFK APP'D SCALE: AS SHOWN DE51GtED B. OL91M I DRAWN GWr CHRISTOPHER D. MORIN 00. No. 032984 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I- SET THE STAKES. Z. EXCAVATE A 4 7X 4' TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'ApA7C. i y� i - ul A 3- STAPLE FLLTER MATERIAL 4, BACKFILL AND COMPACT TO STASES AND EXTEND THE EXCAVATED SOII IT INTO THE TRENCH. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) A n i 3 A k\� �� nI it ulll�ll llull 111 POINTS A SHOUIZ BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) NOTE ALL DEMS ARE REFERS M FROM THE VIRGIMA EROSION AND SMMENT CON1R01_ HANDBDOK, THIRA E7AHDN, 1992 SEE DRAVIRM G-1 AND C-2 FOR L=TIO*IS Of EROSION AM} SEDIMENT CONTROL STRUCTURAL PRACTM SF SILT FENCE STD 3.05 -1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) +. SET POSTS AND EXCAVATE A 4 -X4• 2. STAPLE WIRE FENGNG TO THE POSTS. TRENCH UPSLOPE ALONG THE UNE OF POSTS. I_: 1J it FLOW ! c r 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. el FLO N 4. BACXFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH - FILTER FABRIC :� -.`. � wI� I SF SUPER SILT FENCE STD 3.05 -2 EROSION & SEDIMENT CONTROL DETAILS 1 SCALE: N.T.S. STONE / i ENTRANCE Nr WN. Al HWNTABLE BERM � ELEVATION EXISTING GROUND i L'YM" 1 l a - - - CmiRSE AGGREGATE TO SrOl"IENT MUST EXTEND FULL W107H OF INGR ].. AND PLAN VIEW opummom FILTER CLM`H SECTION REENFDR= CONCRETE IN SPACE • SECTION CE CONSTRUCTION ENTRANCE STD 3.02 -1 OP. I��J f� BC ARCHITECTS ENGINEERS a o =.�` ICE NAME; RIVAN C I �ORPB3M D. FALLS CHURCH, VA >% 101 6E GE PROPS Y D 05- 25..09 FRAL GONSTRuanON DRAWNGS GLM mw OSION & SEDIMENT CONTROL D ITS FAUS �, Ta z-arzese ata No. 032984 ° � ; PI-� SITE NO. CV313A � r; a r C h 1 t e C L S �eD} + A 01 —+5-05 PRELISNAR! CONSTRUCTION DRAWINGS c1AW EJAIO Bhi NAB ° 4O KEY LE. V OR � XLM VA MW NO. DATE REVISIONS BY CHK APIYD j *1 e n g > a e e r s CNAIiLOTTESVILLE, VA 22903 SCALE: AS SHMN IDESIGNED B. anNN DRAWN CM OVAL VA— CV313A 19 1 GENERAL LAND CONSERVATION NOTES 1. NO DISTURBED AREA WILL TE DENUDED FOR MORE THAN 7 CN.ENDAR DAYS UNLESS IT IS AN ACM WORK AREA OR OTHERWISE AUTHOR® BY THE DIRECTOR OR HIS AGENT. 2. ALL EROSION AND SEDIMENT C%TRDL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP N GRADING. 3. ALL STORM AND SANITARY LINES NOT IN STREETS SHALL BE MULCHED AND SEEDED WITHIN 7 DAYS AFTER SACKFTLL NO MORE THAN 500 FEET SHAH BE OPEN AT AMT ONE TIME. 4. ELECTRIC POWER, TELEPHONE, CABLE T.Y. AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE DAYS AFTER B40FILL 5, ALL TEMPORARY EARTH BERMS, DIV RSIOIS AND SILT DAMS SHALL BE MULCHED AND SEEDED WITH TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING STRAW OR HAY MULCH IS REQUIRED. THE SANE APPLIES TO ALL SOL STOCKPIU1 6. DURING CCOMTRUCDON, ALL STORY SEWER INLETS SHALL BE PROTECTED ETY INLET PROIECIION, MAINTAINED AND MODIFIED DURING CONSTRUCTION AS REQUIRED, 7. ANY DISTURBED AREA NOT PAVED, SODDED OR BUILT UPON BY NWEMBER 1ST OR DISTURBED AFTER THAT DATE. SHALL. BE MULCHED IMMEDIATELY WITH HAY OR STRAW AT THE RATE OF TWO TONS PER ACRE AND OVER - SEEDED BY APRIL 15TH. B. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SWILL BE REMOVED AND ALL DENUDED AREAS SHALL BE STABILIZED. COUNTY INSPECTOR TO APPROVE RDMDVAL OF ALL TEMPORARf SILTATION MEASURES. Cm- 1. GENERAL CONTRACTOR MAY RELOCATE OR RVASE EROSION AND SALTATION CONTROLS AS DEEMED NECESSARY DURK CONSTRUCTION TO MAINTAIN PROPER SETA eff CONTROL 2 ALL DUSTING UMDERGROUND AND ABOVE GROUND URINES TO BE RELOCATED AS NECFSSARif TO ACCOMOOATE THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES PRIOR TO CONSTRUC ION of- a r c b i t e c t s e n g i n e e r s EROSION AND SEDIMENT CONTROL WIRRATTVE ( CONSTRUCTION SEOUENCE L 1. INSTALL CONSTRUCTION ENTRANCE. 2. INSTALL SILT FENCES IN THOR LOU" AS SHOWN ON PIAIL 3. CLEAR SITE 4. CONSTRUCT TOWER & EQUIPMENT WITHIN FENCED COMPOUND. 5. POW"ILY STABILIZE DISTURBED AREAS PER VIRGIN EROSION AND SEDIMENT CONTROL STANDARD AND SPEC. 3.32. 6. ROM E&S CONTROLS WITH THE SITE ASPECTORS PERMISSION. FSAFD N" mum PIT- St31IE 101 FALLS tom• % MI -2666 m. 00 671 -6000 FAX (703 M -6300 RTE NAMEkopER RN AN ELLEDGE SfTE N0. CV313A 415 KEY WEST DR CHARLOTTENLLE, VA 22901 SOURCE CONTROL NARRATIVE VEGETATIVE9� A VEGETATIVE BUFFER WILL BE PRESERVE@ MOUND PARIS OF THE PERIMETER OF THE SITE THROUGHOUT THE WORK. FLOW DISPERSION6 STORM WATER SHEET FLOWS ACROSS THE SITE FROM SOUTH TO NORTH SITE SENSTfi4MIY ALL THE SILT FENCES SHOULD PREVENT SILT FROM ENTERING THE DOWN GRADIENT WATER BODES AND STORM SEWER SYSTEMS. YB�dAld�E: IN GENERAL• ALL EROSION AND SEDQIFNT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING ITEMS WILL BE CHECKED, IN PARTICULAR: 1. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY M THE TOP OF THE BARRIER 2. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MATANED. AREAS SHOULD BE FERTILIZED AND RE- SEEDED AS NEEDED 1 3. CONTRACTOR IS RESPONSIBLE FOR MANIAINIG ESC CONTROLS DUR CONSTRUCTION, 4. INSPECTION TO BE CONDUCTED SITYLLL 8 PER 10 ANDVRDS AND REQUIREMENTS CONTRACTOR IS RES!"G ECTIONS. 5. SLT FENCE SHALL BE CHECKED AFTER EACH ARMOR STORM EVENT OR ONCE PER WEEK. SEDIMENT SFW1 BE REMOVED AFTER IT SECOMES 1/3 HEIGHT OF SILT FENCE- TABLE 3.3-D SITE SPECTPIC SEEDING MIXTURES FOR PIEDMONT AREAL Total lbs. - Commercial or Residendai 175 -200 lbs - Kentucky 31 or Turf -Tl pe Tell Fescue 45 -1009¢ Improved Perennial Ryegrass 0.59E - Kentucky Bluegrass 0.5'N iflgb- Maintenance Lawn 20(-250 ]Its - Kentucky 31 or nrf -Type Tall Fescue General Slaps (3.1 I= 1009E or - Kentucky 31 Fescue 128 lbs Red Top Grass 2 Ibs - Seasonal Nurse Crop • 3D J.Dw- Maintenance Slope (Steeper than 3.11 150 lbs Kentucky 31 Fescue 108 lbs Red Top Guess 2 lbs - Seasonal Nurse Crop • 20 lbs - i.ya"Yetch " 2&1W 150 lbs; Use seasonal nurse crop in woordance with seeding dates as stated below: February 16th through April ...................... Annual Rr May 1st through August 15th ..................... Foxtail Mille August 16tb through October ....... . .... . . ........ Annual RyJ Nannsber through February 15th ................... Winter Ryi •• Substitute Sericea lesped= for Crownvetch east of Farmville, Va (Ma; through September use hulled Serioea all other periods, use unitulled Senora) If Flatpea is used in lieu of Crauavetch• increase rate to 30 lbs. /acre. All legunu seed must be properly inoculated Weeping Lovegrast may be added to any slop, or low ruainteuaece mix during warmer seeding periods, add 10-20 lbs. /ace u mLus. ata U111387 FUVA 1 4601 COX M SHINE 300 QdN AUK VA 23080 EROSION AND SEDIMEE COMM WRR9K: PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT 5 THE CONSTRUCTION OF A MONOPOLE FOR THE PURPOSE OF INSTALLING ANTENNAS. EQUIPMENT CARNETS ALONG WITH ASSOCIATED UTILITIES WILL BE LOCATED AT THE BASE OF THE TOWER ON A RAISED, METAL PLATFORM. THE LEASE AREA OF THE TOWER IS 600 S.F. (O.D13 ACRES) ESC MEASURES-sTRUCTURAL 9 RUCIURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT Fn CE- SUPER SILT FENCE. AND STONE CONSTRUCTION ENTRANCE ALL MEASURES SELECTED ARE STANDARD ESC DEIS FOR THIS APPLICATION. ANY DISTURBED AREA DENUDED FOR SEYEN DAYS THAT IS NOT IN ACTIVE WORK AREA SHALL BE TEMPORARILY SEEDED. VEGETA110H PRACTICES: VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEIDNG OF ALL GRASS AREAS. 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 3. AREAS WHICH ARE NOT TO BE DAD WILL BE CLEARLY MARKED HY FLAGS, SIGNS, ETC. 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ASC PRACTICES 5. AFTER ACHIEVING ADEQUATE STABIUZAT10N THE TEMPORARY ESC MEASURE WILL BE C'LEMED UP AND REMOVED, ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMIEDATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. AND SPEC. 3.32, PERMLNIEHT SEEDING. OF THE HANDBOOK, EROSION CONTROL BLANKETS WILL BE INSTA IM OVER FILL SLOPES WHICH HAVE BEEN BROt1GHT TO FIR& GRADE AND HAVE SEEN SEEDED TO PROTECT THE SLOPES PROPERLY. MULCH ( STAW OR FIBER ) WILL BE U5ETIDN RELATIVELY FLAT AREAS. N ALL SEEDING OPERATIONS, SEED FERTIM AND UUE WILL BE APPLIED PRIOR TO MULCHING. -APPLY LAZE AT TWO (2) TONS/ AC OF OVERSIZED MMLTURA GRADE LIMESTONE. -APPLY FERTILIZER AT 1000'LBS/ AC. 10 -20-10 OR EOUMVALENT NUTRIENT( 23 LBS. /1000 SF) -APPLY SEEIDW AT 2000LBS/ ACTS THERE ARE N0 PROPOSED STI) MWATER WIWME)NT STRUCTURES. TARM 3.31.9 ACCFPrABLE TMPOKARY SEEDING PLANT MATERIALS 'QUICK REPKEE VCE FOR ALL REGIONS' Race Pl&M=LD = 2=10 GbLl ml ScPL I - Feb. 15 50/50 My or Actual Ryeg (I.oli„m mnlu -Oomm1 100 Caea1 (WWa) Rye Feb. 16 - Apr. 30 AM,d RyeQefs 60-100 rl.d'w, Aml,' -FlnmmS Mar I - A,q 31 Garry a mmet 50 07 -27 -09 INDEX & SHEET NUMBERS 05-26-09 FINAL OONSTRUCT10N DRAWINGS 04-1" PRELUMARY CONSTRUCTION DRAWINGS DATE REVISIONS E AS SHOWN IDESIGNED B. QUINN DRAWN GMW Op CHRISTOPHER D. MORIN No. 032984 BC ARCHITECTS ENGINEERS FALLS CHURCH, VA & SEDIMENT CONTROL DRAN9N0 • • • - • VA -CV31 U.G. CONDU1fT5_ (1) 4' SCH. 40 PVC (POWER) (1) 4' SON. 40 PVC (TELCO) FROM EXISTING UTILITY POLE TO PROPOSED AT&T H -FRAME SERVICE ENTRANCE GROUND ROD — PROPOSED AT &T GROUND ROD 5/8' >< 8, -0' COPPER CLAD (TYP.) i C O�T 'j, J, I I ° o PROPOSED AT&T GROUND RING 36' BELOW GRADE - SCALE IN FEET a v 0 0 2.5 5 10 15 0 x U it - 0 5 'ITiB CoL1116ot PIS 5u1E tm FW CIIIXIDI, VA =41 -2M a ,a Na r c h i r e c r s Fur: m-m ae n g i n e e r s GROUND ROD INSPECTION I. ELECTRICAL PLAN 1 SCALE- ' =5 "'' TRUE NORTH jffE NAME: RIVANM aDGE PROPERTY SITE NO. CV313A 415 KEY WEST DR CHARLOTTESVILLE, VA 22901 I I� I. I I I TOWER GROUND BAR MOUNTED TO TOWER (1) J2 BTCW CAOWELD TO MGB SLEEVE IN 3/4' PVC SEAL TOP W/ SILICONE A—COhIMECT GROUND RING TO TOWER GROUND RING (TYP 2 PLCS) r oatg 4601 0001 IA 9111E 300 GLEN ALLM VA MM GROUNDING NOTES 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMNICATDN, RADIO, UGHTNNG PROTECTION, AND AC POWER GES S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE. BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF- POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1106 AND 81) FOR GROUND ELECTRODE SYSTE]E TESTING SHALL BE IN ACCORDANCE WITH SPECIRCATION 24762 - 000- 3PS- EGOO-OODDI. USE OF OTHER METHODS MUST BE PRE APPROVED BY CONTRACTOR IN WRITING. 3. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND G- ECTROOES AS NEEDED TO ACHIEVE A TEST TZMU OF 5 OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND ANY OTHER EXLSIING ELECTRODE ETILK TO THE BURIED LENGTH OF THE ROD. IDEALLY, CONTRACTOR SHALL STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO TWICE THE BURIED LEM OF THE RODS. 4. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 5. METAL CONDUIT AND TRAY SHAIL BE GROUNDED AND MADE ELECTRICALLY CONTNlOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 16 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS- 6. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SAD IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO EITS EQUIPMENT. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK -ID -BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMTRED. 8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL OOFDLwTDR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 9. USE OF 9O BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOWED WHEN 45 BENDS CAN BE ADEQUATELY SUPPORTED. IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF 8 INCHES. 10. EACH INTERIOR BTS CABINET FRAME/PLINTH SHALL. BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH 16 AWG STRANDED, GREEN INSULATED SIJPPL09WAL EQUIPMENT GROUND WIRES. EACH OUTDOOR CABINET FRAME/PLWTH SHAT BE DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 12 AWG SOLD TIN - PLATED COPPER WIRE. 11. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT /GROUND BARS AND THE GROUND RING, SHALL BE j2 AWG SOLID TIN -PLATED ODPPER UNLESS OTIIERWISE INDICATED. 12 EXOMERIAC WELDS SHAT BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADE UNITS SHALE. BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR WITH 2 HOLE MECK%NICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS- HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USED WIN WRITTEN PERMISSION FROM CINGULAR MARKET REMEMTATIVE. 13. EXOTHERMIC WELDS SWILL BE PERMITTED ON TOWERS ONLY WIH THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER 14. ALL WIRE TO WARE WOUND CONNECTIONS TO THE ANTERIDR GROUND RNG SHALL BE FORMED USING HIGH PRESS CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. 15. ON ROOFTOP SPIES WHERE D001HERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION CAP CONNECTORS MAY BE USED FOR WARE TO WIRE CONNECTORS. 2 HOLE IAECKA NI',AL TYPE BRASS CONNECFDRS WTH STAINLESS STEEL HARDWARE INCLUDING SET SCREWS SHALL BE USED FOR CONNECTION TO ALL ROOFTOP BTS EQUIPMENT AND STRUCTURAL STEEL 16. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR USING TWO HOLED MEC1lANK'JAL TYPE BRASS CONNECTORS AND STAMM STEEL HARDWARE. 17. APPROVED ANTIOMANT COATINGS (LE., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CO NNECTM 1& AL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESMANT MATERW_ 19- MISCELLANEOUS ELECTRIC& AND NON - ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 2D. BOND ALL METALLIC OBJECTS WITHIN 6 FT DF THE BURIED GROUND RING WITH 12 SOLD AWG TD1- PLATED COPPER GROUND CONDUCTOR 21. GROUND CONDUCTORS USED IN THE FAMM GROUND AND UGHTNNG PROIECTON SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS TWAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUTS, METAL, SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE NOISED IN CONDUB TO MEET OODE REQUIREMENTS OR LOCAL CONDITIONS, NON - METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF META. CONDUIT IS UNAVOIDABLE (E.G.. NON- METALIC CONDUIT PROHABfTED BY LOCAL CODE) THE GROUND CONDUCTOR SHAT BE BONDED TO EACH END OF THE META. CONDUIT WITH LISTED BONDING FITIINGS 6 05 -26-09 FINAL CONSTRE1CTpN DRAWNIGS owls A 04 -16-06 PREIJMNAM CONSIRUCiNON DRAVOW;S GYM! B NO. DATE R€ DONS By c SCALE AS SHOVM DESICNM & GUNN DRAWN GMY OF 74V)A-� `y BC ARCHETECTS ENGINEERS RISTOPEER D.71 FALLS CHURCH, VA MORIN A o. 032:i9�24 ELECTRICAL PLAN ' URAWINC NUN �1.°N _ _ VA-- CV313A 21 � 0 1 � l C O�T 'j, J, I I ° o PROPOSED AT&T GROUND RING 36' BELOW GRADE - SCALE IN FEET a v 0 0 2.5 5 10 15 0 x U it - 0 5 'ITiB CoL1116ot PIS 5u1E tm FW CIIIXIDI, VA =41 -2M a ,a Na r c h i r e c r s Fur: m-m ae n g i n e e r s GROUND ROD INSPECTION I. ELECTRICAL PLAN 1 SCALE- ' =5 "'' TRUE NORTH jffE NAME: RIVANM aDGE PROPERTY SITE NO. CV313A 415 KEY WEST DR CHARLOTTESVILLE, VA 22901 I I� I. I I I TOWER GROUND BAR MOUNTED TO TOWER (1) J2 BTCW CAOWELD TO MGB SLEEVE IN 3/4' PVC SEAL TOP W/ SILICONE A—COhIMECT GROUND RING TO TOWER GROUND RING (TYP 2 PLCS) r oatg 4601 0001 IA 9111E 300 GLEN ALLM VA MM GROUNDING NOTES 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMNICATDN, RADIO, UGHTNNG PROTECTION, AND AC POWER GES S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE. BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF- POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1106 AND 81) FOR GROUND ELECTRODE SYSTE]E TESTING SHALL BE IN ACCORDANCE WITH SPECIRCATION 24762 - 000- 3PS- EGOO-OODDI. USE OF OTHER METHODS MUST BE PRE APPROVED BY CONTRACTOR IN WRITING. 3. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND G- ECTROOES AS NEEDED TO ACHIEVE A TEST TZMU OF 5 OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND ANY OTHER EXLSIING ELECTRODE ETILK TO THE BURIED LENGTH OF THE ROD. IDEALLY, CONTRACTOR SHALL STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO TWICE THE BURIED LEM OF THE RODS. 4. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 5. METAL CONDUIT AND TRAY SHAIL BE GROUNDED AND MADE ELECTRICALLY CONTNlOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 16 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS- 6. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SAD IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO EITS EQUIPMENT. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK -ID -BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMTRED. 8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL OOFDLwTDR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 9. USE OF 9O BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOWED WHEN 45 BENDS CAN BE ADEQUATELY SUPPORTED. IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF 8 INCHES. 10. EACH INTERIOR BTS CABINET FRAME/PLINTH SHALL. BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH 16 AWG STRANDED, GREEN INSULATED SIJPPL09WAL EQUIPMENT GROUND WIRES. EACH OUTDOOR CABINET FRAME/PLWTH SHAT BE DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 12 AWG SOLD TIN - PLATED COPPER WIRE. 11. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT /GROUND BARS AND THE GROUND RING, SHALL BE j2 AWG SOLID TIN -PLATED ODPPER UNLESS OTIIERWISE INDICATED. 12 EXOMERIAC WELDS SHAT BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADE UNITS SHALE. BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR WITH 2 HOLE MECK%NICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS- HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USED WIN WRITTEN PERMISSION FROM CINGULAR MARKET REMEMTATIVE. 13. EXOTHERMIC WELDS SWILL BE PERMITTED ON TOWERS ONLY WIH THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER 14. ALL WIRE TO WARE WOUND CONNECTIONS TO THE ANTERIDR GROUND RNG SHALL BE FORMED USING HIGH PRESS CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. 15. ON ROOFTOP SPIES WHERE D001HERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION CAP CONNECTORS MAY BE USED FOR WARE TO WIRE CONNECTORS. 2 HOLE IAECKA NI',AL TYPE BRASS CONNECFDRS WTH STAINLESS STEEL HARDWARE INCLUDING SET SCREWS SHALL BE USED FOR CONNECTION TO ALL ROOFTOP BTS EQUIPMENT AND STRUCTURAL STEEL 16. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR USING TWO HOLED MEC1lANK'JAL TYPE BRASS CONNECTORS AND STAMM STEEL HARDWARE. 17. APPROVED ANTIOMANT COATINGS (LE., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CO NNECTM 1& AL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESMANT MATERW_ 19- MISCELLANEOUS ELECTRIC& AND NON - ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 2D. BOND ALL METALLIC OBJECTS WITHIN 6 FT DF THE BURIED GROUND RING WITH 12 SOLD AWG TD1- PLATED COPPER GROUND CONDUCTOR 21. GROUND CONDUCTORS USED IN THE FAMM GROUND AND UGHTNNG PROIECTON SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS TWAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUTS, METAL, SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE NOISED IN CONDUB TO MEET OODE REQUIREMENTS OR LOCAL CONDITIONS, NON - METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF META. CONDUIT IS UNAVOIDABLE (E.G.. NON- METALIC CONDUIT PROHABfTED BY LOCAL CODE) THE GROUND CONDUCTOR SHAT BE BONDED TO EACH END OF THE META. CONDUIT WITH LISTED BONDING FITIINGS 6 05 -26-09 FINAL CONSTRE1CTpN DRAWNIGS owls A 04 -16-06 PREIJMNAM CONSIRUCiNON DRAVOW;S GYM! B NO. DATE R€ DONS By c SCALE AS SHOVM DESICNM & GUNN DRAWN GMY OF 74V)A-� `y BC ARCHETECTS ENGINEERS RISTOPEER D.71 FALLS CHURCH, VA MORIN A o. 032:i9�24 ELECTRICAL PLAN ' URAWINC NUN �1.°N _ _ VA-- CV313A 21 TD ANTE701A MONOPOLE ANTENNA GROUND BAR (MBE) TOP OF MONOPOLE SEE NOTE 1. ANTENNA CANINE 12I I GRAD 16 AN STRANDED Cu WIRE WITH GREEN, fi00V. TM INSUTATION STANDARD GROUND KIT (TYP) LUG o GROUND LUG OR WEATHERPROOFING KR - -- - E %OIHERUIC MELD (SEE NOTE 3) EXOTHERMIC IIELD GRam BAR ON WAIL, J6 AWG STRAIpED Cu AA GROUND BAR CABLE GROUND KIT FLOOR OR ON TIRE IMTH 9M, M, BOTTOM of ANTE?WA TOWER TIM INSULATION (TYP) 16 AMG STRANDED Ou WIRE WITH GREEN, WITH N%AATORS LE SEE NOTE 1. COAX CABLE MIC WELD M. THNN INSULATION (GROUNDED TO (TV FOR ALL) GROUND BAR) (SEE NOTES 1 k 2) Cu SOLID BARE RING GROUND f2 AVIG COPPER WIRE BCW SOLID, TINNED TO EQUIPMENT , PORT LE FOUNDATION CONNECTION OF CABLE= GROUND KIT TO o o O 0 o O O VIA TRAY OR ICFBRIIX;E ANTENNA CABLE §GR01 D B W1 saLD TINED B sQUa TINNED o 0 0 0 0 0 0 O QO WELD TO Nglk�: LE BASE PLATE 1. DO NOT INSTALL GABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND ROD COPPER CLAD STEEL EJfOI}IEibiIC YIELD GROUND WIE DON TO GROUD BAR ROD W/MIN. 5 /B' /XB' -0' LONG NOTE_ I7COTHMW MELD (M) 2 GROUNDING KR SHALL SE TYPE AND PART NUMBER AS SUPPLIED OR ON �FTO )) � 2/0 SEYEN STRAND COLD PULLED 1. NUMBER OF MIND BARS MAY VARY DEPENDING RECOMMENDED BY CABLE MW FACNRER COPPER WIRE BONDED TO E)V" ON THE TYPE OF MONOPOLE. ANTENNA LOCATION AND 2/0 BARE GROUND LEAD CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS SUPPLIED ANTENNA CABLE GROUNDING — MONOPOLE OR RECOMMENDED BY TABLE MANLJFACIURER) TO EXCEED 45DEG�REES�FRO�E YEIMCALY' NOT INSTALLATION OF GROUND WIRE TO BOTTOM OF TOWER /ON ICEBRIDGE /ON SHELTER 1 Nass. E�2 WALL /EQUIPMENT WAVEGUIDE GROUND BAR DETAIL s SCALE: N.T.S. E -2 GROUND ROD 2 SCALE N.T.S. E -2 DETAIL 3 SCALE N.T.S. E-2 EACH GROUND CDMXKI R TERARNUTING ON ANY GROUND BAR SHALL ItAln AN IDENTIFICATION TAG AIDGED AT EACH END THAT WILL IDFNTSY INS TO TOWER MOUNTED TO 1RAN5MR OWN AND DESTRIATION, AMPL.T<7FR UNTTS (w) ANFENWI v SECTION 'P• - SURGE PROTECTORS (WHEN REQUIRED) AND RECFNE ANTENUNtA an O I a N I h 0 w 0 U M r "ON IISLRIIMENT COMPANY, INC. BUTNER. NLC. NO. REQ. PART NO. DESCRPTION O1 1 1/4'x4'x30' PRE DRILIn CND. BAR 0 2 A-M MALL MTG. Mg. O3 2 W61-4 INSULATORS 4 3012 -1 5 /Lt' -11x1' ILH.CS. 14 3015-8 5/8 LOCKWASHER INSPECTION HAND HOLE COVER CABLE ENTRY PORTS (HATCH PLATES) ( }2) INSPECTION HAND HOLE GENERATOR FRAMEWORK (F AVAILABLE) (12) t"2 WIRE O EACH TELCO GRDULD BAR (12) Rx1/R* RXI/RX2 N FORE OOY4RCLAL POMEB COMPDN N ELMtk,/GROUND BOND (12) +24V POMER SUPPLY RETURN BAR (#2) JUNNPER REQUIRED ONLY FOR 1 �PR00 -46V IER FR sll?PLY RETM BAR U2} s /6'r COAX OR FOR KIT (TYP.) IIEL:RTER FRAMES. COAX SUPPRESSION EASE OF CONNECTION (TYP. CONCRETE OR PVC STANDARD GROUND KIT SECTION 'A' - SURGE (W.) (SEE NIOTE) INTEMDR GROUND RNG (j2) CONNECTOR DOUBLE CRIMP EXTERNAL EARTH GROUND FM (BURIED GROUND RING) (J2) WFATHUMOOFIIG KTT (NP.) ANTENNA CABLE raver TO ROD CALIWELD s CONNECDON METALLIC COLD WATER PRE (IF AVABABLE) (12) TO BIB C V.) CLEAR SAND F$ L e INIMICR 2 BUILDING STEEL (E AVABABLE) (12) GROUIND TANG m J SECTION Y - ISOLMED G;KX O ZONE FROM AWG SIRANBED Cu ,may - - - - (WE?U REQUIRED) WIRE a ALL CONIILNICAT0 S 0XVIENT FRAMES. HEAT SIVINK ALL G� LUGS 0 03 @ I 2 1 0 0 5 4 ISOLATED GROUND LIAR - IG8 (�2) CIGBE (CROLIND BAR), RING GROUID ROD N nA DETAIL NOTES: � 1'r I 13" N NOTE: DO NOT INSTALL CABLE BELOW 4" D(OTHERNAC WED 1. EXOTHERWCALLY WEIR #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND KR AT A BEND AND 1. IWPEC7iDN1 HAND HOLE WAY BE CONCRETE OR PVC 13- 1 DINNED GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVDE ALWAYS DIRECT GROUND WIRE AND %%ALL BE A ANNUM OF 6" IN WVM /0MEIER o PARALLEL D THERIAC WELD. DOWN TO CIGBE o` 2. 116E COVER TYPE WHICH DOES NOT REQUIRE TOOLS 2. USE PERMANENT MARKER TO DW1W THE LNES SEINFEN EACH TO REMWE GROUND BAR SECTION AND LABEL EAM SECTION ('P', T, -0 WIN 1- HIGH LETTERS CONNECTION OF GROUND WIRE TO Lp GROUNDING BAR (CIGBE? RGB REFERENCE GROUND BAR — DETAIL 4 TOWER /MONOPOLE /ROOETOP DETAIL s GROUND ROD WITH ACCESS AREA s SCALE: N.T.S. E -2 E_2 SCALE: N E -2 0 �tUfiY 3 BC ARCHITECTS DIG1NFERS SITE NAME: RNAN 2 CHRISTOPHER D. FALLS CHURCH, VA (ELLE�GE PROPERTY 1 MORIN -mm { OU MUM % Z wlle ,ot at &t o DS- zNl-09 FNNAL CO►ISIRUCI,oh DNt�wINt.S GW 6W ELECTRICAL DETAILS rn - -yam' • - FANS DIlJNpI +a tso„ -zNlNa _ _ No. OS2984 N° SITE N0. CV313A 9 e n ghL in[ e e = s TAt xi 67t -G!m 4105 KEY WEST DR I of -�c-oe PFina.wuzr wlsrRU N Drs nNGS sr crx wv j� 7 V `y[s� cftvnHC NU 1 RV a CHARL TTE5IALLE, VA 22901 SCAM AS SHOW DUMNED R. OtAW DRUM GUV �' •' VA-MI A22 22 1 (3) 3/0 AWG THHN IN 2' INC CONI MT- 2 A!G SOLD " BOLD NEUTRAL M GROUND AS REQUIRED E1Y CODES - I n 0 n 0 U 2DOA, 24OV, 10, 3 CENTER 1'" FEED LUGS SQUARE r v JQ01816M2OOFTRB c 0 J bld' 2 SCH. 40 PVC T a 0 0 N unuTY 124/240V 2DOA, 10. 3W 200A METER BASE (BY OSUBCONTRACTOR) (3) 3/0 AWG THHN + (1) 4 AWG THHN GND 20011 DISCONNECT SWITCH (BY SUBCANIRACTOR) 1. SUBCONTRACTOR SHALL PROVIDE 2DOAMP, SINGLE PHASE, 120/240 YAC, 6W SERVICE FOR SM 2 SUBCONTRACTOR SHALL COORDINATE WITH UTIIUTY COMPANY BEFORE THE STMT OF CON67RlICTION. POWER AND MfPHDNE COMM SHALL BE PROVIDED AND INSTALLED PER UTUTY REQUIREMENTS. 3. FOR COMPLETE INTERNAL WIRRNG AND ARRANGEMENT REFER TD DRAWINGS PROVIDED BY SHELTER MANUFACTURER. 4. SUBCONTRACTOR SHALL PROVIDE SRI rX Soma EQUIPMENT WITH FAULT CURRENT RATINGS GREATER TWIN THE AYAIABLE FAULT CURRENT FROM THE POWER URIIY. 240V, 10, 200A DOUBLE -THROW MANUAL TRANSFER SWITCH POWER DIAGRAM 1 SCALE: N.T.S. E -3 a r c h i t e c t s e n g i n e e r s WEATHERPROOF GENERATOR RECEPTACLE BY SHELTER MANUFACTIJRER PLATFORM RAILING IK SQUARE r MODEL OR EQUAL 0 PVC TO 4.E UTILITY SERVICE FRONT AND REAR ELEVATIONS 2 SCALE M-S. E-3 5m cc u m Pte, 911E 101 FALLS CHUM YA MI-Z= TEL. (703) al-4= FAZE Pq 971-M (3) 3/0 AN THAN + (1) 4 AWG THHN GM (MM MT & WIRE BY MFR) 120/240 11, 200 A DISTRUJI11ON PANEL PER SHELTER MANUFACTURER'S SPECIFICATIONS RTE NAME: REVAN ELLEDGE PROPER ME NO. Mi 3A 415 KEY WEST DR CHARLOiTESMLLE, VA 22901 2P -40 1� 1P -20 1P -10 1 1P 2'x2' COPPER 528 BOX 3Y PVC TO TELCO SOURCE (OR AS R6TRUCIFD BY TET.EPHIX COMPANY) NOTES: 1. COOR"TE 4ATH LOCAL TELCO UTILITY PRIOR TD PROCURING AND RRSTAJAIIOR OF BOX AND COMPONENTS, 2 ALL MATERIAL SHALL MEET REQURE]IQNTS OF LOCAL TELCO VI1lITY, 3. ITEM NO. 4 SHALL BE FURNISHED AND INSTALLED BY CDNIRACM BOND SURGE PROTECTION UNIT TO GROUND BAR WITH N0. 6 AWG INSULATED WIRE. 4. CDORDNATE SRE, TYPE AND OUANITIY OF TIEM(S) N& 5 WITH LOCAL VRMM S. INSTALL ITEM NO. 6 ONLY IF REQUIRED BY UIRTTY. RECEPTACLE POWERED FROM SPARE BREAKER IN DErRIBIITION PANEL MATERIAL LIST: (!)24' X 24" X 8' NEVA 3R ENCL=RE (HOFFMAN A- 24R2413HCR OR SWI AR) (2)PLYWOOD aCKBOARD Le X 22' X 5/8' THICK EXTERIOR GRADE 03 GROUNDING BAR (1 14'ex6l NEWTON INSTRUMENT CO. CAT N0, B -6142 OR EQUAL WITH A-6164 WALL BRACKET Q4 T1 SURGE PROTECTION DEVICE (USE AC DATA SYSTEMS PART fTJ1010B) (DTl]RMWIAL BLOCK(S) OR T1 CONNECTOR(S) (DGFC! DUPLEX RECEIMaf (120VAC/20A) leatm 4M ®c Pa 9AIE NO Gm Null VA 2m GROUND ROD 12 AWG BCW GROUND BAR) TELEPHONE DEMARCATION ENCLOSURE 3 SCALE: N.T.S. E -3 AS SHOWN I DESIGNED B. Wm I Omw N CAW Op CHRISTOPHER D. MORIN No. X�f1032+r9 4 �?4VAL ve J} BC ARCHITECTS ENGENEERS ¢ t FALLS CHURCH, VA ELECTRICAL DETAILS Inc tx1AYYm NU REV • • VA- CV313A 23 1 �m 0� AS SHOWN I DESIGNED B. Wm I Omw N CAW Op CHRISTOPHER D. MORIN No. X�f1032+r9 4 �?4VAL ve J} BC ARCHITECTS ENGENEERS ¢ t FALLS CHURCH, VA ELECTRICAL DETAILS Inc tx1AYYm NU REV • • VA- CV313A 23 1 um 1. SUBCONTRACTOR SHALL PROVIDE 2DDANP, SINGLE PHASE, 120/240 VAC, 60HZ SERVICE FOR SITE 2. SUBCONTRACTOR SK4 L COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS, 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT RUB TO DRWfGS PROVIDED BY PANEL MANUFACTURER. 4.SUBCONTRAM SHALL INSTALL SUFFICIENT LENGTHS OF LFMC INCLUDING Al CONDUIT FITTINGS (NUTS, REDUCING BUSHINGS, ELBOWS, COUPLINGS, ETC) NECESSARY FOR CONNECTION FROM IMC CONDUIT TO THE INTERIOR OF THE BTS CABINET. 5. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. 6. ROUTE BRANCH CIRCUIT TO CAX.E BASE FRAME, TRANSITION RACEWAY FROM PVC/IMC TO LIQUID -Tuff REXIBLE METAL CONDUIT (LFMC) WITHIN 6 FEET (MAX) OF CNmNET AND INSTALL Mow LFMC CONNECTOR AT BASE FRAME AND CONTINUE LFMC TO ACCU LOCATION. CUT, COIL AND TAPE 3 -FOOT PIGTAIL FROM END OF CONDUIT FOR CONNECTION BY ERICSSON. COLOR CODE DIFFERENT PHASE CONDUCTORS WITH BLACK OR RED MARKING IN ABSENCE OF DIFFERING LOCH. CODE COLOR REQUIREMENT, 7. SUBCONTRACTOR SHALL VERIFY THAT THE MAN BONDING JUMPER AND GROUNDW. ELECTRODE lif 2QQk 11 P. 3W V, CONDUCTOR IS INSTALLED PROPERLY WHEN PANEL IS SERVICE BTTRAMCE EQUIPMENT. 200A 10, 3W a c I r 1 c ELECTRICAL NOTES: 1_ ALL ELECTRICAL WORK SWILL BE PERFORMED N ACCORDANCE WITH THE PROJECT SPECIFICATIONS. NEC AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SWILL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT 5 NOT BLOCKED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY 411TH THE REQUIREMENTS OF THE NEC AND TELCORDAA 4. ALL CIRCUITS SWILL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUITED BY THE NEC AND TELCDRDIA, 5. CABLES SFLAL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (LE., HOTS), GROUNDING, AND TI CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASM ELECTRICAL TAPE WITH UV PROTEC IM, OR EQUAL.). THE DENTIICATION METHOD SHAT CONFORM WITH NEC & OSHA 7. ALL BECTRIGIL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMADOD PRAM LABELS. ALL EQUIPMENT SHALL BE LABELED WTTHI THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT I) NUMBERS (IL. PANELBOARD AND CIRCUIT ID'S). 8. PANEL.BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (J14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; USLED OR LABELED FOR THE LOCATION AND RACENY SYSTEM USED. UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (16 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THIWN -2 GREEN INSULATION, CLASS 8 STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTBA USED, UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI- CONDUCTOR. TYPE TC CABLE U14 AWG OR UMETR), 600 V. 00. RESISTANT THAN OR THW7N -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATON; WITH OUTER JACKET; LISTED OR IABBED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 11 ALL POWER AND POWER G ROUNDING CONNECTIONS SHALL BE CRIMP- STYLE, COMPRESSION WIRE DIGS AND WRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WREJ M SHAT BE RATED FOR OPERATION AT NO LESS TWIN 75'C (9PC IF AVAILABLE] 14. RACEWAY AND CABLE TRAY SHALL IE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEIAA UL, ANSI/IEEE, AND NEC. 15, ELECTRICAL. META.LIC TAM (BAT) OR WID NONMETALLIC CONDUTT (LE., RIGD PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL Ili" TUBING (FLAT), ELECTRICAL NONMETALLIC TUBING (BTU). OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SNAG BE USED FOR CONCEALED INDOOR LOCATIONS. 17. GALVANIZED STEEL. INUMEDLATE IAETALUC CONDUIT (EMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 18. ALGID NONMETALLIC CONDUIT Q.E, RIGID PVC SCHEDULE 40 OR FWD PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TR*nC. 19. UQUO -TIGHT FLEXIBLE METALUC CONDUIT (LIQUID -TITE FLEX) SHU BE USED INDOORS AND OLADOORS. RHU& VIBRATION OCCURS OR FLEXIBILITY IS N®@. 2D. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR LION -TYPE AND APPROVED TOR THE LOCATION USED. SEIM" FIRINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES, AND W,RIIIAYS SISAL BE UM OR LABELED FOR E1.ECTRICIL USE IN ACCORDANCE WITH HID" UL. ANSI/AEEE. AND NEC. 22. WIREWAYS SHALL BE EPDXY - COATED ( GRAY) AND INCLUDE A HINTED CANER, DESIGNED TO SWAG OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL): AND RATED NBAA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. ELECTRICAL NOTES CONT.: 21 EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIQED OR EPDXY - COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50. AND RATED NEMA I (OR BETTER) INDOORS. OR NEMA 3R (OR BETTER) OUTDOORS 24, METAL RECEPTACLE, SWATCH, AND DEVICE BOXES SHAT_ BE GALVANIZED. OW- COATED, OR NON- CORRODIA SHALL MEET OR Dmm UL 514A AND NESW 05 1; AND RATED NEMA I (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS 26. THE SUBCONTRACTOR SWILL NOTIFY AND OBTAIN NECESSARY ALIDDRIZATIDN FROM THE CONTRACTOR BEFORE COMIAENCING WORK ON THE AC POWER DISIIMMON PANELS, 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND dSIRBU110N PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST 7M OjP �L1.f1_ um � 1z � II,I .•.,. FA15 p47f1p1, WA 72641 -7861 ,a: M 6n-m a r c h i t e c t s FM CSI M -OW i e n 1 n e e r S g GTE NAME: RIVAL (ELLEDGE PROPER SITE NO. CV313A 415 KEY WEST DR CHARLOTTESVILLE, VA 22901 at &t um" Rm WE 3co I *§ �� 3-1 /C 4/0 AWG + 4'f PVC TELCO SERVICE 1 2DOA METER BASE 0 026 -09 FlWVL CONSTRUCTIDN DRAWINGS M (BY SUBCONTRACTOR) 4' PVC CONDUIT RELAY HARM CABLES -FROM PANEL TO PRELMNARY CONSTRUCTION DRAWINGS 3-1/C 4/0 AWG THHN NO. TE LCD BOX, 4-PAR 20-22 REVISIONS 2'0 IIC/RNC SCALE: AWG IN 3/4' LAC CONDUIT GUW 240V, 2 -POLE 200A NIBAA 311 FUSIBLE SERVICE TOM BOX WITH A BO WITH 20010 OR DISCONNECT (INHERE DISTR. PNL IS NOT USED AS 56M CLE SEANCE ENTRANCE) 2 AWG GROUND 3-1/C 3/0 AWG THIHN & CONDUCTOR 1 -1 /C 4 AWG I" GREEN ERE NSULAIED CND 2' IAC/RNC a UTILITY RACK UGI{T w MAN BONDING JUMPER N 15A (NOTE 7) / ♦ 2 AWG GROUNDING o 45A ELECTRODE CONDUCTOR G 2 -1 /C 14 + (� 7) ERICSSON 1 -1 /C 14 AWG GND, RBS 2108 THHN 3/4' ITC CONDU MANUAL TRANSFER SWITCH (�� OR 31 D6 C"ET 1' RNC /IBC COMM W/ �� a FOR TELCO SERVICE C, 2OOA, 1. 120/24OV, 42 POSITION (1) 1' RNC/AMC CONDUIT FOR DISTRIBUTION PANEL EXTMAI ALARM CABLE (REQ'D �1 FOR FIRST FIBS CAST ONLY] 3--1/C 6 AWG Jc I -1 /C td a 4 AWG GREEN INSULATED GOD, o EQUIPMENT BASE FRAME THIN, 6ODV. 1'C IMC /RNC (REQUIRED FOR SIDE ENTRY) ( UNDERGROMD) BDU 1 C (SEE NOTES m cy 4&6) 3c 2 AMG SUPPLEMENTAL, a EQUIPMENT GROUND c - CONDUCTOR r h ERICSSON POWER & TELEPHONE SINGLE LINE DIAGRAM FOR NEW BUILD 1 a SCALE' N.T.S. E -6 v a c I r 1 c ELECTRICAL NOTES: 1_ ALL ELECTRICAL WORK SWILL BE PERFORMED N ACCORDANCE WITH THE PROJECT SPECIFICATIONS. NEC AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SWILL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT 5 NOT BLOCKED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY 411TH THE REQUIREMENTS OF THE NEC AND TELCORDAA 4. ALL CIRCUITS SWILL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUITED BY THE NEC AND TELCDRDIA, 5. CABLES SFLAL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (LE., HOTS), GROUNDING, AND TI CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASM ELECTRICAL TAPE WITH UV PROTEC IM, OR EQUAL.). THE DENTIICATION METHOD SHAT CONFORM WITH NEC & OSHA 7. ALL BECTRIGIL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMADOD PRAM LABELS. ALL EQUIPMENT SHALL BE LABELED WTTHI THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT I) NUMBERS (IL. PANELBOARD AND CIRCUIT ID'S). 8. PANEL.BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (J14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; USLED OR LABELED FOR THE LOCATION AND RACENY SYSTEM USED. UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (16 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THIWN -2 GREEN INSULATION, CLASS 8 STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTBA USED, UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI- CONDUCTOR. TYPE TC CABLE U14 AWG OR UMETR), 600 V. 00. RESISTANT THAN OR THW7N -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATON; WITH OUTER JACKET; LISTED OR IABBED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 11 ALL POWER AND POWER G ROUNDING CONNECTIONS SHALL BE CRIMP- STYLE, COMPRESSION WIRE DIGS AND WRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WREJ M SHAT BE RATED FOR OPERATION AT NO LESS TWIN 75'C (9PC IF AVAILABLE] 14. RACEWAY AND CABLE TRAY SHALL IE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEIAA UL, ANSI/IEEE, AND NEC. 15, ELECTRICAL. META.LIC TAM (BAT) OR WID NONMETALLIC CONDUTT (LE., RIGD PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL Ili" TUBING (FLAT), ELECTRICAL NONMETALLIC TUBING (BTU). OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SNAG BE USED FOR CONCEALED INDOOR LOCATIONS. 17. GALVANIZED STEEL. INUMEDLATE IAETALUC CONDUIT (EMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 18. ALGID NONMETALLIC CONDUIT Q.E, RIGID PVC SCHEDULE 40 OR FWD PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TR*nC. 19. UQUO -TIGHT FLEXIBLE METALUC CONDUIT (LIQUID -TITE FLEX) SHU BE USED INDOORS AND OLADOORS. RHU& VIBRATION OCCURS OR FLEXIBILITY IS N®@. 2D. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR LION -TYPE AND APPROVED TOR THE LOCATION USED. SEIM" FIRINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES, AND W,RIIIAYS SISAL BE UM OR LABELED FOR E1.ECTRICIL USE IN ACCORDANCE WITH HID" UL. ANSI/AEEE. AND NEC. 22. WIREWAYS SHALL BE EPDXY - COATED ( GRAY) AND INCLUDE A HINTED CANER, DESIGNED TO SWAG OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL): AND RATED NBAA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. ELECTRICAL NOTES CONT.: 21 EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIQED OR EPDXY - COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50. AND RATED NEMA I (OR BETTER) INDOORS. OR NEMA 3R (OR BETTER) OUTDOORS 24, METAL RECEPTACLE, SWATCH, AND DEVICE BOXES SHAT_ BE GALVANIZED. OW- COATED, OR NON- CORRODIA SHALL MEET OR Dmm UL 514A AND NESW 05 1; AND RATED NEMA I (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS 26. THE SUBCONTRACTOR SWILL NOTIFY AND OBTAIN NECESSARY ALIDDRIZATIDN FROM THE CONTRACTOR BEFORE COMIAENCING WORK ON THE AC POWER DISIIMMON PANELS, 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND dSIRBU110N PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST 7M OjP �L1.f1_ um � 1z � II,I .•.,. FA15 p47f1p1, WA 72641 -7861 ,a: M 6n-m a r c h i t e c t s FM CSI M -OW i e n 1 n e e r S g GTE NAME: RIVAL (ELLEDGE PROPER SITE NO. CV313A 415 KEY WEST DR CHARLOTTESVILLE, VA 22901 at &t um" Rm WE 3co I *§ �� 3 2 `'C$RI3 OPHER D. �OR�` 6MO NR. 032984 DNQ e CHK APP'D r�� is� BC ARCHITECTS ENGINEERS FALLS CHURCH. VA 1 ELECTRICAL DETAILS do NOTE 1 g e t DNLIWINC M1uE REY VA-7313A 26 1 0 026 -09 FlWVL CONSTRUCTIDN DRAWINGS GMW A 04-16-09 PRELMNARY CONSTRUCTION DRAWINGS GWf NO. DATE REVISIONS BY SCALE: A4 SHOWN DESIGNED S. QUINN DRAWN GUW 3 v a o, 0 I a N I h 0 n c 6 J a o! r Q a 0 N I rn s r m n r� v v z 0 in U D rn a I h N I h 0 1.11 TOWER SECURITY TOWER RUST BE FENCED, TEMPORARILY OR PEAMAVNENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REIM OPEN OR UNATTENDED AT ANY 11ME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE 1.12 SITE CONTROL A THE CONTRACTOR 5 ODMPLETRY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SIM ANY DAMAGE TO ADJACENT OR DOWIN,STREAN PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPELSE TO AT&T. B THE CONTRACTOR IS TO WIINTAIN ADEOUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY ITAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE WIRMEE?NAIVCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPDm C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURSDICIONN. AUTHORITIES. 2.0 SITE PREPARATION 2.1 SCOPE OF WORK INCLUDES: A PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS WHICH MEW BE DAMAGED BY CONSTRUCTION ACTMTES. B. TRIMMING OF EXISTNG TREES AND VEGETATION AS REQUITED FOR PROTECTION DURING CONSTRUCTION ACTIVTTES. C. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESGNATED TREES, AND SITE IMPROVEMENTS. D. TOPSOIL STRIPPING AND STOCKPILING. Iw TEMPORARY EROSION CONTROL, SILTATION CONTROL. AND DUST CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE F TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS. AND MONUMENTS. G. PROTECTION AND TEMPORARY fiRWATION, STORAGE AND RE-INSTALLATION OF EXISTING FENCING AND OTHER SITE IMPROVEMM SCHEDULED FOR REUSE. H. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. 22 PRODUCTS AND MATERIALS (AS APPROVED Elf CONSTRUCTION M A&GER OR AS NOTED 1N CONSTRUCTION DOCUEJ DUF ) A. MATEFALS USED FOR TREE PROTECTION,UROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE COINOTIONS. 3.0 EA11TH WORK 11 SCOPE OF WORK INCLUDES; A EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE D5917VEMEM5, AND UT11111M B. WOWS FOR SUB -BASE, DRAINAGE FILL, FILL, BACUILI„ AND GRAVEL FOR STABS, PAYDA NUS, AND IMPROVEMENTS. C. ROCK EXCAVATION WITHOUT BLASTING. D. SUPPLY OF ADDITIONAL MATERIALS FROM OFISTTE AS REQUIRED. E REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED. 3.2 QUALITY ASSURANCE A COMPACTION: 1. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS, AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DNMTY AS DETERMINED BY ASTM D- 1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. B. GRADING TOLERANCES OUTSIDE BUILDING LINES: 1. LAWNS, UNPAVED AREAS, AND WALKS, PUS OR MINUS I INCH. I UNDER PAVE1011S, PLUS OR MATS 1/2 INCH. C. GRAOMG TOTER 4CE FOR FILL UNDER ALL CONICETE APPLIC4T10N5 PLUS OR MINAS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE 3.3 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION L4 14M OR AS NOTED IN CONSTRUCTION DOCUMENTS) A SUBBASE MATERIAL: GRADED MIXTURE OF NATURAL. OR CRUSHED GRANO, CRUSHED STONE OR SLAG, AND NATURAL SAND. B. WASHED MATERIAL., EVENLY GRADED MDTTUIE OF CRUSHED STONE DR GRAVEL, WITH 95 PERCENT PASSING A 11/2 INCH SIEVE C GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR IMPORTED SOIL MODUS FREE OF CLAY, RDCK OR GRAVEL NOT LARGER THAN 2 INCHES IN MY DIMERM DEBRIS, WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE. IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT NO MORE THAN 5 PERCENT. D. BAKFILL MATERIALS WILL CONSIST OF: SATISFACTORY NOM -ODI1F NE NATIVE OR IMPORTED SOIL MATERIALS FREE OF CRAY, ROCK OR GRAVEL NOT LARGER THAN 4 INCHES IN ANY DIMENSION, DEBRIS WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALL HAVE A CLAY CONTENT OF NO MORE TWIN 5 PERCENT. E GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 95 PERCENT PASSING A 11/2 INCH SIEVE F. GEOTEX tLE FABRIC AS PER CONSTRUCTION DOCUMENTS. 3.4 CLEARING AND GRUBBING REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING AND GRUBBING OFF -STILE. OR IN AN ON -SITE LOCATION APPROVED BY CONSTRUCTION MANAGER. 3.5 STRIPPING STROP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT WILL UNDERLAY GRAVE. PAVEMENT, NEW STRUCTURES, OR NEW EMBANKMENTS. STOCKPLE STRIPPING ON-SITE FOR REUSE IN FINAL. LANDSCAPING. 3.6 COMMON EXCAVATION 1. EXCAVATE TO D991-L LINES, AND GRADES SHOWN ON THE PLANS OR AS OTHERWISE SPECIFIED. 2. TEMPORARILY STOCKPILE ON -SETS EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING S COMPLETE STOCKPILE SHALL NOT DMEED 15 FEET IN HEIGHT. 3. LEGALLY DISPOSE OF EXCESS COMMMON EXCAVATION OFF -SITE. 3.7 EDANKMQNT A. CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE DRAWINGS. B. CONSTRUCT EMBANKMENT FROM ON -SEE EXCAVATION MATERIALS WHEN SUITABLE. USE IMPORTED BAC(F1LL ONLY AFTER AVAILABLE ON -SITE EXCAVATION MATERIALS HAVE BEEN USED. C. CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE DEPT{. THE FULL WIDTH OF THE CROSS SE ON SHALL BE BROUGHT UP LMFORMLY, D.MATERAL 91ALL NOT BE PLACED IN LAYERS ARID SHALL BE NEAT OPTIMUM MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE PRESOIBED COMPACION. WETTING OR DRYING OF THE WATERAL AND MANIPULATION TO SECURE A UwORM MOISTURE CONTENT THROUGHOUT THE LAYER MAY BE REQUIRED. SUCH OPERATIONS SHALL BE INCLUDED IN THE APPROPRIATE BID ITEM. SHOULD THE MATERIAL BE TOO WET TO PERMIT PROPER COMPACTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT. E DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT, AND DO NOT RACE EMBANKMENT MATERIAL UPON FROZEN MATERIAL F. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMIENTS AND THE REPLACE10IT OF ANY PORTION WHICH HAS BECOME DISPLACED DUE TO THE CONTRACTORS OPERATIONS G. START LAYERS N THE DEEPEST PORTION OF THE FILL AND AS PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL TO THE FINISHED GRADE LIE. K ROUTE EQUIPMENT. BOTH LOAM AND EMPTY, OVER THE FULL WIDTH OF ETMBANIOIENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. L COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOOR SLABS, AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MWOMUUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. COMPACT NON- SFRUCTIBAL AREA EMBANKMENTS TO A MINIMUM OF 90 R OF ASTM D -1557. 3.8 SITE GRADING A USING ON -SITE EXCAVATION MATERIALS. SHAPE, TRIM, FINISH, AND COMPACT SURFACE AREAS 10 CONFORM TO THE LINES, GRADES, AND CROSS SECTIONS SHOWN ON THE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION MANAGER. B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR EROSION. C. ELIMINATE WHEEL RUTS Ett REGRADING. 0. COMPACT AREAS UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS, AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WRHN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. E CONSTRUCT FINISHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH FROM SPECIFIED GRADE III SUBGRADE PWAPA71ON A SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON W DRAWINGS. TL MAINTAIN TOP OF SUBGRADE IN A FREE-DRAINING COMM C DO NOT STOCKPILE MATERIALS ON TOP OF SUUBGRAIDE UNLESS AIUWED BY CONSTRUCTION MANAGER. D. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION AT A MAXMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MKS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. E CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED GRADE AND CROSS - SECTION. 3.10 GEOTEXTLE FABRIC A LAY GNJOEEXTLE FABRIC OVER COMPACTED SUBGRADE AS PER CONSTRUCTION DOCUMENTS IN THE COMPOUND AREA AND INTER LENGTH OF ROAD (WHEN REQUIRED] TAP ALL JOINTS TO A MINIMUM OF 36 INCHES_ 3.11 GRAVEL SURFACING A. CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE AND FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR CONSRUCTION DOCUMENTS. B. SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA 4.0 TRENCH CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICE BEFORE ANY EXCAVATION OR TRENCHING. 4,1 MATERIALS FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE, FROM MATERWS EXCAVATED FROM TRENCHES ON -SITE. STRUCTURAL FILL, SAND OR SLURRY SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND SHALL CONFORM TO LOCAL GOVERNING JURISDTCTONS AND UDUBY COMPANY REQUIREMENTS. THE FILL MATERIAL SHALL CONI AI NO ORGANIC MATERW. OR ROCKS, NOR SHALL CONTAIN OBJECTIONABLE MATERIALS AND /OR MAT94ALS DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE EMRONIMENTA. PROTECTION AGENCY (EPA). THE FILL MATERIAL SFIALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THE MATIE RIAL. COMPACTION OF BACITILL OR BORROW SOL SAL BE PLACED IN 12 INCH LOOSE UFTS WHEN URUZING HEAVY COMPACTION EQUIPMENT OR 6 INCH LOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS. Qp Aw SITE NAME: RNAN Z ��P� D BC CHURCH, VA (EMGE PROPER Mo�nv 50 > SIAAE im at &� D 05 -20-09 FINAL CONSTNUCi]ON DRAlY1N6S WNo. SPECIFlCATIONS Nt - ".0 FA115 WRtli. VIA aU41 -?LB8 Am -� 032984 RXE Aii1�00 A A 04 -18-08 PRELIMINARY CMUIRUCTION DRAWINGS a r c h i t e c i s ulor hIA7A 1 40 OW FA suRE 30 415 KEY WEST DR ' V ��. DRAMNG MJM IffiV e n g i n e e r s Ct�ARL0TTE5YILLE, VVA 22901 alp AINAIL zxB scALE: DAB sHNDMM D151GNERD INN DIrAwN ycf� VA -CV3� 3A 27 1 1.0 GENERAL REQURETUENTS TABLE OF CONILMS 1.1 PURPOSE AND INTENT A. THE DRAWINGS AND SPECIFICATIONS ARE NT£NDED TO BE FULLY DKRNNA70RY AND 1.0 SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOW INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF 1.1 PURPOSE AND INTENT SOWN, INDICATED OR SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REOURBA215 SHOWN IN 90TH, THE MORE STRINGENT REQUIREMENTS 1.2 CONFLICTS SFWl APPLY_ 1.3 CLEANING & THE INTENTION OF THE DOCUMETS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE 1.4 CODES WORK AS STIPULATED IN THE CONTRACT. 1.5 LICENSING C. THE PURPOSE OF THE AT &T CONSTRUCTION SPEC4TCATIM IS TO INTERPRET THE 1.6 OSHA INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUAITY OF MATERIALS REWIRED TO COMPLETE THE WORK. 1.7 PHOTOS 1.8 BUILDING PERMITS 12 CONFLICTS to ZONING REGULATIONS AND A VERIFY ALL MEASUREMENTS AT THE SITE IUEFORE ORDERING MATERIAL OR DOING CONDITIONAL USE PERMITS ANY WORK. NO EXTRA CHARGE OR CDMPETNSATDN WILL BE ALLOWED DUE TO DFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. 1.10 FAA PERMIT AND TOWER LIGHTING SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO AT &T FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 1.11 TOWER SECURITY B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OF 1.12 SHE CONTROL CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELIANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE 2.0 SITE PREPARATION FOR ANY FAILURE DR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS 2.1 SCOPE OF WORK GOVERNING THE WORK. 22 PRODUCT AND MATERIALS 1.3 CLEANING KEEP THE SITE FREE FROM ACCLIVULAATION OF WASTE AND RUBBISH CAUSED BY 3 0 F9HE} SK EMPLOYEES. AT THE COMPLETION Of THE WORK. REMOVE ALL WASTE AND NON - CONSTRUCTION MATERIN, INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING, AND 3.1 SCOPE OF WORK SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE 32 QUALITY ASSURANCE 1.4 CODES 3.3 PRODUCTS AND MATERIALS SHWA BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND RULES RULES PROMULGATED BY FEDERAL STATE AND LOCAL AU VIOWTIES WITH JURISDICTION 14 CLEARING AND GRUBBING OVER THE STEEL THIS RESPONSIBILITY S IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCF_ REGULATION OR RULE IS MENTIONED N THESE SPECIFICATIONS 35 STRIPPING 3.6 COMMON EXCAVATION 1.5 LICENSING 3.7 EMBANKMENT HAVE AND MAINTAIN A VAUD CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE 3.3 SITE GRADING WORK S TO BE PERFORMED. FOR JIIRSDCIIOHS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTORS PEWORMING Ima TRADES SINAIL BE 35 SUBGRADE PREPARATION LICENSED. RESE6RGi1 AND COMPLY WITH LENSING MILS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. 3.1D GERSTOM FABRIC III GRAVEL SURFACING 1.6 OSHA FOLLOW AL APPLICABLE RILES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND 4.0 HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE, BUT ARE NOT LIMBED TO, 4.1 MATERIALS REGULATIONS DEALING WITH TOWER CONS mcnON AND SAFETY, EXCAVATIONS AND 4.2 PIPE DETECTION AND IDEN IFI A11ON TRENCHING, AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION. 4.3 TRENCH EXCAVATION 4.4 TRENCH PROTECTION 1.7 PHOTOS 4.5 BACKFA.LING PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION HSTAlATION, GRDUHDNG, AND 4.8 COMPACTION TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFRL. I A BUILDING PERMITS 5.0 CHIWLINK FENCES AND GATES AT&T WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR 5.1 GENERAL FLAN CHECK AND REVEW. CONTRACTOR WALL SUM UICENSING AND WOIOOKS 0OMPENSA110N INFORMATION TO THE JURSDICTONI AS REQUIRED TO OBTAIN THE 52 PRODUCTS AND MATERIALS BUILDING PERMIT . CONTRACTOR SHALL COORDIIAIE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC &0 LANDSUPIN PROJECT - RELATED REQUESTS AND SUC#STIONS MADE BY BUILDING INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK TWAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FEW THE CONSTRUCTION DOCUMENTS, AT &T 7.Q WILL REIMBURSE THE CONTRACTOR FOR F7'ES, FOR PLAN REVIEW, BUILDING PERMIT, CONNECTORS, AND INSPECTION. &0 CONCRETE ENFORCEMENT 12 ZONING REGULATIONS AND CONDITIONAL USE PERMITS 9.0 CASE -IN RACE CONCRETE AT &T WILL SUBMIT FOR ARID OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS SOME USE PERMITS MAY WAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO OD STRUCTIDN, SUCH AS NOSE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, 10.0 STRUCTUM ETC, THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THU RMIERMENIS AT THE PIE -BID MEETING OR AS SHIOWIN IN CONSTRUCTION 11.0 MUN 1.10 FM PERMIT MIND TOWER LIGHTING RIFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE UGHTING REOURENIMM OMNIRACTOR SHAT PROVIDE TEMPORARY FAA APPROVED LIGHTING UNTIL _PERMANENT LIGHTING IS OPERATIONAL 1.11 TOWER SECURITY TOWER RUST BE FENCED, TEMPORARILY OR PEAMAVNENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REIM OPEN OR UNATTENDED AT ANY 11ME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE 1.12 SITE CONTROL A THE CONTRACTOR 5 ODMPLETRY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SIM ANY DAMAGE TO ADJACENT OR DOWIN,STREAN PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPELSE TO AT&T. B THE CONTRACTOR IS TO WIINTAIN ADEOUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY ITAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE WIRMEE?NAIVCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPDm C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURSDICIONN. AUTHORITIES. 2.0 SITE PREPARATION 2.1 SCOPE OF WORK INCLUDES: A PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS WHICH MEW BE DAMAGED BY CONSTRUCTION ACTMTES. B. TRIMMING OF EXISTNG TREES AND VEGETATION AS REQUITED FOR PROTECTION DURING CONSTRUCTION ACTIVTTES. C. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESGNATED TREES, AND SITE IMPROVEMENTS. D. TOPSOIL STRIPPING AND STOCKPILING. Iw TEMPORARY EROSION CONTROL, SILTATION CONTROL. AND DUST CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE F TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS. AND MONUMENTS. G. PROTECTION AND TEMPORARY fiRWATION, STORAGE AND RE-INSTALLATION OF EXISTING FENCING AND OTHER SITE IMPROVEMM SCHEDULED FOR REUSE. H. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. 22 PRODUCTS AND MATERIALS (AS APPROVED Elf CONSTRUCTION M A&GER OR AS NOTED 1N CONSTRUCTION DOCUEJ DUF ) A. MATEFALS USED FOR TREE PROTECTION,UROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE COINOTIONS. 3.0 EA11TH WORK 11 SCOPE OF WORK INCLUDES; A EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE D5917VEMEM5, AND UT11111M B. WOWS FOR SUB -BASE, DRAINAGE FILL, FILL, BACUILI„ AND GRAVEL FOR STABS, PAYDA NUS, AND IMPROVEMENTS. C. ROCK EXCAVATION WITHOUT BLASTING. D. SUPPLY OF ADDITIONAL MATERIALS FROM OFISTTE AS REQUIRED. E REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED. 3.2 QUALITY ASSURANCE A COMPACTION: 1. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS, AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DNMTY AS DETERMINED BY ASTM D- 1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. B. GRADING TOLERANCES OUTSIDE BUILDING LINES: 1. LAWNS, UNPAVED AREAS, AND WALKS, PUS OR MINUS I INCH. I UNDER PAVE1011S, PLUS OR MATS 1/2 INCH. C. GRAOMG TOTER 4CE FOR FILL UNDER ALL CONICETE APPLIC4T10N5 PLUS OR MINAS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE 3.3 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION L4 14M OR AS NOTED IN CONSTRUCTION DOCUMENTS) A SUBBASE MATERIAL: GRADED MIXTURE OF NATURAL. OR CRUSHED GRANO, CRUSHED STONE OR SLAG, AND NATURAL SAND. B. WASHED MATERIAL., EVENLY GRADED MDTTUIE OF CRUSHED STONE DR GRAVEL, WITH 95 PERCENT PASSING A 11/2 INCH SIEVE C GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR IMPORTED SOIL MODUS FREE OF CLAY, RDCK OR GRAVEL NOT LARGER THAN 2 INCHES IN MY DIMERM DEBRIS, WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE. IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT NO MORE THAN 5 PERCENT. D. BAKFILL MATERIALS WILL CONSIST OF: SATISFACTORY NOM -ODI1F NE NATIVE OR IMPORTED SOIL MATERIALS FREE OF CRAY, ROCK OR GRAVEL NOT LARGER THAN 4 INCHES IN ANY DIMENSION, DEBRIS WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALL HAVE A CLAY CONTENT OF NO MORE TWIN 5 PERCENT. E GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 95 PERCENT PASSING A 11/2 INCH SIEVE F. GEOTEX tLE FABRIC AS PER CONSTRUCTION DOCUMENTS. 3.4 CLEARING AND GRUBBING REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING AND GRUBBING OFF -STILE. OR IN AN ON -SITE LOCATION APPROVED BY CONSTRUCTION MANAGER. 3.5 STRIPPING STROP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT WILL UNDERLAY GRAVE. PAVEMENT, NEW STRUCTURES, OR NEW EMBANKMENTS. STOCKPLE STRIPPING ON-SITE FOR REUSE IN FINAL. LANDSCAPING. 3.6 COMMON EXCAVATION 1. EXCAVATE TO D991-L LINES, AND GRADES SHOWN ON THE PLANS OR AS OTHERWISE SPECIFIED. 2. TEMPORARILY STOCKPILE ON -SETS EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING S COMPLETE STOCKPILE SHALL NOT DMEED 15 FEET IN HEIGHT. 3. LEGALLY DISPOSE OF EXCESS COMMMON EXCAVATION OFF -SITE. 3.7 EDANKMQNT A. CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE DRAWINGS. B. CONSTRUCT EMBANKMENT FROM ON -SEE EXCAVATION MATERIALS WHEN SUITABLE. USE IMPORTED BAC(F1LL ONLY AFTER AVAILABLE ON -SITE EXCAVATION MATERIALS HAVE BEEN USED. C. CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE DEPT{. THE FULL WIDTH OF THE CROSS SE ON SHALL BE BROUGHT UP LMFORMLY, D.MATERAL 91ALL NOT BE PLACED IN LAYERS ARID SHALL BE NEAT OPTIMUM MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE PRESOIBED COMPACION. WETTING OR DRYING OF THE WATERAL AND MANIPULATION TO SECURE A UwORM MOISTURE CONTENT THROUGHOUT THE LAYER MAY BE REQUIRED. SUCH OPERATIONS SHALL BE INCLUDED IN THE APPROPRIATE BID ITEM. SHOULD THE MATERIAL BE TOO WET TO PERMIT PROPER COMPACTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT. E DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT, AND DO NOT RACE EMBANKMENT MATERIAL UPON FROZEN MATERIAL F. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMIENTS AND THE REPLACE10IT OF ANY PORTION WHICH HAS BECOME DISPLACED DUE TO THE CONTRACTORS OPERATIONS G. START LAYERS N THE DEEPEST PORTION OF THE FILL AND AS PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL TO THE FINISHED GRADE LIE. K ROUTE EQUIPMENT. BOTH LOAM AND EMPTY, OVER THE FULL WIDTH OF ETMBANIOIENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. L COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOOR SLABS, AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MWOMUUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. COMPACT NON- SFRUCTIBAL AREA EMBANKMENTS TO A MINIMUM OF 90 R OF ASTM D -1557. 3.8 SITE GRADING A USING ON -SITE EXCAVATION MATERIALS. SHAPE, TRIM, FINISH, AND COMPACT SURFACE AREAS 10 CONFORM TO THE LINES, GRADES, AND CROSS SECTIONS SHOWN ON THE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION MANAGER. B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR EROSION. C. ELIMINATE WHEEL RUTS Ett REGRADING. 0. COMPACT AREAS UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS, AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WRHN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. E CONSTRUCT FINISHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH FROM SPECIFIED GRADE III SUBGRADE PWAPA71ON A SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON W DRAWINGS. TL MAINTAIN TOP OF SUBGRADE IN A FREE-DRAINING COMM C DO NOT STOCKPILE MATERIALS ON TOP OF SUUBGRAIDE UNLESS AIUWED BY CONSTRUCTION MANAGER. D. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION AT A MAXMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MKS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. E CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED GRADE AND CROSS - SECTION. 3.10 GEOTEXTLE FABRIC A LAY GNJOEEXTLE FABRIC OVER COMPACTED SUBGRADE AS PER CONSTRUCTION DOCUMENTS IN THE COMPOUND AREA AND INTER LENGTH OF ROAD (WHEN REQUIRED] TAP ALL JOINTS TO A MINIMUM OF 36 INCHES_ 3.11 GRAVEL SURFACING A. CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE AND FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR CONSRUCTION DOCUMENTS. B. SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA 4.0 TRENCH CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICE BEFORE ANY EXCAVATION OR TRENCHING. 4,1 MATERIALS FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE, FROM MATERWS EXCAVATED FROM TRENCHES ON -SITE. STRUCTURAL FILL, SAND OR SLURRY SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND SHALL CONFORM TO LOCAL GOVERNING JURISDTCTONS AND UDUBY COMPANY REQUIREMENTS. THE FILL MATERIAL SHALL CONI AI NO ORGANIC MATERW. OR ROCKS, NOR SHALL CONTAIN OBJECTIONABLE MATERIALS AND /OR MAT94ALS DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE EMRONIMENTA. PROTECTION AGENCY (EPA). THE FILL MATERIAL SFIALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THE MATIE RIAL. COMPACTION OF BACITILL OR BORROW SOL SAL BE PLACED IN 12 INCH LOOSE UFTS WHEN URUZING HEAVY COMPACTION EQUIPMENT OR 6 INCH LOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS. Qp Aw SITE NAME: RNAN Z ��P� D BC CHURCH, VA (EMGE PROPER Mo�nv 50 > SIAAE im at &� D 05 -20-09 FINAL CONSTNUCi]ON DRAlY1N6S WNo. SPECIFlCATIONS Nt - ".0 FA115 WRtli. VIA aU41 -?LB8 Am -� 032984 RXE Aii1�00 A A 04 -18-08 PRELIMINARY CMUIRUCTION DRAWINGS a r c h i t e c i s ulor hIA7A 1 40 OW FA suRE 30 415 KEY WEST DR ' V ��. DRAMNG MJM IffiV e n g i n e e r s Ct�ARL0TTE5YILLE, VVA 22901 alp AINAIL zxB scALE: DAB sHNDMM D151GNERD INN DIrAwN ycf� VA -CV3� 3A 27 1 P. v [V a m 0 I I n 0 G U n c J 3 Q N I dl c° 0 v } 0 0 a Q I N 1 n 0 42 PIPE DETECTION AND IDENTIFICATION A UTMIZDIG WARNING TAPE; ALL ELECTRIC SERVICE TRENCHES SHALL BE MARKED WITH WARNING TAPE. 4.3 TRENCH EXCAVATION A DIG TRENCH TO LINES AND GRADES SH M ON THE PLANS OR AS DIRECTED BY CONSTRUCTION MANAGER. R. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY CONSTRUCTION AND INSPECTION OF THE PROJECT, WITHOUT ENDANGERING OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES. C_ DISPOSE OF EXCESS AND UNSUITABLE EYCAVA110M VATERIAL PROPERLY, AS DIRECTED BY CONSTRUCTION MANAGER. D. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ADOCIMPLISHED WITHOUT ENDANGERING DOSING OR NEW STRUCTURES OR OTHER FACILITIES. 4.4 TRENCH PROTECTION A. PROVIDE MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO PROTECT TRENCHES AT ALL TIRES. B. SHEETING AND BRACING: MEET OR EXCEED OSHA REQUIREMENTS. 4.5 BACKFILLING A NOTIFY THE CONSTRUCTION MANAGER AT LEAST 24 HOURS IN ADVANCE OF BACKFIL U NG. EL BACTOILL TRENCH MM LIFTS UP TO 12 INCHES, LOOSE MEASURE C. PROTECT CONDUIT FROM LATERAL MOVOJENT, WAGE FROM IMPACT, OR UNBALANCED LOADING TO AVOID DISPLACEMENT OF COI)UIT AND /OR STRUCTURES. DO NOT FREE FALL BACKFILL PLATO TRENCH UNTIL AT LEAST 12 INCHES OF COVER 1S OVER THE CONDUIT. 4.6 COMPACTION A COMPACT BACKFAI.TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. EL IF REQLARED COMPACTION DENSITY HAS NOT BEEN OTTAINED, REMOVE THE RhCKF1LL FROM THE TRENCH OR STRUCTURE. REPLACE WITH APPROVED BACKHILL, AND RECOMPACT AS SPECIFIED. C. ANY SUBSEQUENT SETTLEMENT OF TRENCH OR STRUCTURE BACKFLL DURING MAINTENANCE PERIOD SHALL BE CONSIDERED THE RESULT OF IMPROPER COMPACTION ARID SHALL DE PROMPTLY CORRECTED. 5.0 CHAIN LINK FENCES AND GA1P5 5.1 GENERA. A PROVIDE CHIN LINK FENCES AND GATES AS COMPLETE UNITS BY A SINGLE SUPPLY SOURCE INCLUDING NECESSARY ERECTION ACCESSORIES, FITTINGS, AND FASTENER& 5.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS WITHIN CONSTRUCTION DOCUMENTS.) A COMPOUND FABRIC 64 INCHES HIGH AND OVER WITH 2-INCH MESH SHALL BE KNUCKLED AT ONE SELVAGE AND TWISTED AT THE OTHER, B. STEEL FABRIC: COMPLY WITH CHAIN UNIX FENCE MANUFACTURERS INSTITUTE (CLFMI) PRODUCT MANUAL FURNISH ONE PIECE OF FABRIC WIDTHS. WIRE SIZE INCLUDES ZINC OR ALUMINUM COATING. 1. SEE 2 -INCH MESH, 9 GAUGE (0.148 -INCH DIAMETER) WIRE. 2. GALVANIZED STEEL FNTSK ASTM A 392, CLASS 2, WTH A MINIMUM 2.0 OZ ZINC PER SO. FT. OF UNOOATED WIRE SURFACE. C. FRAMEWORK AND ACCESSORIES: 1. GENERAL REQUIREMENTS: EXCEPF AS INDICATED OTHERWISE CONFORM TO THE CHAIN LINK FENCE MANUFACTURERS INSTITUTE (CLFMI) PROOUCF MANUAL, INDUSTRIAL STEEL GLIDE FOR FENCE WINS, POSTS, GATES AND ACCESSORIES, INCLUDING TABLE II. 2. STRENGTH REOCARE MENIS FOR POSTS AND RATS CONFORMING TO ASTM F SM. 3. TYPE 1 PPE: HOT -DIPPED GALVANIZED SM PPE CONFORMING TO ASTM F 1083, PLANE ENDS, SFANDLAHD WEIGHT (SCHEDULE 40) WITH NOT LESS THAN 18 OZ. ZINC PER SO. FL OF SURFACE AREA COATED. 4. FITTINGS: COMPLY WITH ASTM F 626. MIL FINISHED ALUMINUM OR GALVANIZED IRON SIEII., TO SUIT MANUFACTURERS STANDARDS. 5. TOP RAIL MANUFACTURERS LONGEST LENGTHS, WITH EOPANSMON TYPE COURINGS, APPR IMATELY 6 INCHES LONG, FOR EACH JOINT. PROVIDE MEANS FOR ATTACHANC TOP RAIL SECURELY TO EACH GATE CORNER, PULL AND END POST. A. GALVANIZED STEEL- 11/4 INCH NPS (1.66 INCH OD) TYPE I OR I MM PIPE OR 1I.R5 INCH X 1.25 INCH ROLL-FORMED C SECTIONS WENkMNG 135 LBS. PER FT. D. SWING GATES COMPLY WITH ASTIR F 9000. PROVIDE HARDWARE AND ACCESSORIES FOR EACH GATE GALVANIZED PER ASTM A 153. AID IN ACCORDANCE WITH THE FOLIMM.. 1. HINGES: NDN -UFT -OFF TYPE, OFFSET TO PERMIT 180 DEC. GATE OPENING. 2. IATOt MTS MULTI- LOCKRTG DEVICE jW -05477 OR APPROVED EQUAL. 3. KEEPER: PROVIDE KEEPER FOR VFIACLE GATES. WHICH AUTOMATICALLY ENGAGES GATE LEAF AND HOLDS IT IN OPEN POSITION UNTIL MANUALLY RELEASED. I~ CONCRETE: PROVIDE CONCRETE CONSISTING OF PORTLAND CEMENT. ASTIM C 150, AGGREGATES ASTM C 33, AND CLEAN WATER. MIX MATERWS M OBTAIN CONCRETE WITH A MINIMUM OF 2B-DAY COMPRESSNE STRENGTH OF 3000 PSI. LOWCO 1A A FURNISH, INSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN AND OR REQUIRED WITHIN THE CONSTRUCTION DOCUMENTS OR AS SPECIFIED IN THE AT&T CONSTRUCTION SPECIFICATIONS. TO CONCRETE FORMWORK A FORMS: SMOOTH AND FREE OF SURFACE IRREGULNU IFS. UTILIZE FORM RELEASE AGENTS, EL CHAMFER: EXPOSED EDGES OF ALL TOWER FOUNDATIONS SHALL RECENE A 3/4' BY 3/4', 45 DEGREE OW OR OTHER DPOSED EDGES SHALL RECEIVE A TOOLED RVLLIM FINISH. C. UPON COMPLETION, REMOVE ALL FORMS, INCLUDING THOSE CONCEALED OR BURIED. D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REOIUM ENDS. BA CONCRETE REINFORCE11EMf REFER TO STRUCTURAL DRAWINGS FOR ALL REQUIREMDM 9.0 CAST -IN PLACE CONCRETE FOR STRUCTURAL CONCRETE (FOOTINGS, FOUNDATIONS. ETC.), REFER TO STRUCTURAL DRAWINGS FOR REQUIREMENTS. FOR ANY MISCELLANEOUS CONCRETE, REFER TO SPECIFICATION BOOK OR OBTAIN REQUIREMENTS FROM CONSTRUCTION MANAGER. A ALL CONCRETE SHALL COMPLY WITH ASTM C94 UNLESS NOTED OTHERWISE B. MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS: 4000 PSI FOR TOWER FOUNDATION, AND 3500 PSI FOR ALL OTHER CONCRETE UNLESS SPECIFIED IN CONSTRUCTION DOCUMENTS. C. NR ENTRAINMENT: PROVIDE 4 TO NIX NR ENTRAINMENT FOR ALL CONCRETE SUBJECT TO FREEZE -THAW CYCLE. 0. CONCRETE TESTING: ALL FOUNDATION CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING AGENCY APPROVED BY THE CONSTRUCTION MANAGER. ALL STRUCTURAL TOM FOUNDATION CONCRETE MUST BE TESTED. EQUIPMENT OR BUILDING PADS ARE NOT REQUIRED TO BE TESTED, UNLESS OTHERWISE NOTED BY COMSIRUCTION MANAGER. PROVIDE A MINIMUM OF 5 CYLINDERS (2 -7-DAY, 2 -28-DAY. I- SPARE) FOR ETCH DAYS POUR. OR FOR EVERY 50 YARDS PLACED - WHICHEM IS GREATER. ADDITIONAL TESTS OR CYLNDERS MAY BE REQUIRED BY CONSTRUCTION MANAGER A SLUMP, AIR, AND TEMPERATURE TEST SHALL BE PERFORMED FOR EACH SET OF CYLINDERS CAST. PREFERABLY, TESTS SHNl BE PERFORMED AT THE LOCATION OF ANCHOR BOLTS (PIERS - FOR MAT & PIERS, CAISSONS - TOP 1/3 OF CAISSON). TESTS SHALL ALSO BE REQUIRED FOR CONCRETE CONSIDERED BETNNG LESS THAN DESIRA9LE BY CONCRETE SPECIFICATION STANDARDS. THE TESTING AGENCY HAS THE AUTHDRITY TO NOT ACCEPT CONCRETE MEETING THESE 9ECFDT06 FOR AT&T. THE CONTRACTOR NS RESPONSIBLE FOR ANY CONCRETE NOT MEETING THESE STANDARDS, THE CONNTRAMOR IS RESPONSIBLE FOR COORDINATION OF THE TESTING AGENCY A MINIMUM OF 24 HOURS IN ADVANCE OF EACH FOUNDATION POUR. TEST REPORTS SHAT BE FORWARDED TD LING ULAR CONSTRUCTION MANAGER WITHIN 24 HOURS OF LAB TEST. E VIBRATE ALL CONCRETE USING SUFFICIENT HIGH FREQUENCY. LOW AMPLITUDE MECHANICAL IMMERSION TYPE VIBRATORS. INSERT VIBRATORS IN CONCRETE AT REKXILAR INTERVALS AND OVER ENTIRE SURFACE TO SOLIDLY FILL CONCRETE MECHANICAL IMMERSION TYPE VIBRATORS. INSERT VIBRATORS IN CONCRETE AT REGULAR INTERVALS AND OVER ENTIRE SURFACE TO SOLIDLY FILL CONCRETE AROUND AND BETWEEN REINFORCEMENT BARS AND INTO CORNERS AND IRREGULARITIES. VIBRATE THHOROUCHILY THROUGH EACH LIFT TO THE PREVIOUS LIFT. REVIBRATION AS LATE AS THE RUNNING VIBRATOR WALL SINK THROUGH UPPER LAYERS OF ITS WEIGHT. IS RECOMMENDED. DISCONTINUE VIBRATION WHEN RISING ENTRAPPED AIR BUBBLES STOP BREAKING RE LEVU= SURFACE. 00 NOT OVERVIBRATE AS THIS MAY CAIJSE SEGREGATION, F. FINISHING DWOSED CONCRETE SURFACES: 1. THESE PROVISIONS APPLY TO ALL EXPOSED AND ALL FORMED CONCRETE, EXTERIOR OR IKERUOR. UNLESS SPECIFICALLY DETAILED OTHERWISE PERFORM PROCEDURES PRIOR TO APPLICATION OF ANY CURNG COMPOUNDS. 2. ALL SUWAICE.S: THOROUGHLY CLEAN OF ALL STAINS, SPATTER AND LOOSE MATERIAL 3. FINS, RIDGES, HIGH SPOTS HOE SMOOTH WITH ABRASIVE POWER GRINDERS WILE CONCRETE IS GREEN, IMMMATELY AFTER FORM ROMOIVAL. 4. FORM TIE HOLES AND DEEP DEPRES.SIOIS. RUSH THOROUGHLY WITH CLEAN WATER MD TAMP TO OVFRM WITH DRYPACK. CURE 10 DAYS AND HONE FLUSH AND SMOOTH. 5, ROCK POCKETS. HOIEYCOMB, SAND STREAKS, DEBRIS AND YOM CUT OUT AT LEAST 1 INCH DEEP WITH SEES PERPENDICULAR TO SURFACE. FLUSH OUT WITH CLEM WATER, COAT SURFACE WITH NEAT CANT PASTE AND TAMP TO OVERFULL WITH OTYPACIK IN AT LEAST TWO LAYERS. CURE FOR 10 DAYS AND HOE FLUSHED AND SMOOTH. G. CONTRACTOR SHALL VEWFY ALL SIZES AND LOCATIONS OF ALL ELECWA OPENNM AND EQUIPMENT/BUILDING PADS WITH THE ELECTRICAL ORAMIINGS AND SHOP DRAWL IM IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DWRIElUTION FOR ALL UTILITIES. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT W M ON STRUCTURAL DRAWINGS, PRIOR TO POURING CONCRETE THE INDEPENDENT TESTING AGENCY SHALL INSPECT ALL FOUNDATION STEEL AND FOUNDATION SUBGRADE. A. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION MID PLACING OF REINFORCING STEEL SHALL. CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315). B. ALL REINFORCING STEEL %iA L BE NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 66, DEFORMED. C. HEATING AND WELDING O BARS 2 PROHIBITED WITH THE EXCEPTION OF WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER D_ ALL RE)WORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE. L UNLESS OTHERWISE NOTED, ALL REINFORCEMENT SHAT HAVE A MINIMUM CONCRETE CUVERAGE OF 3 INCHES. THIS MAY REQUIRE SPACERS AND CHAIRS AS REQUIRED BY TESTING AGENCY OR CON5TRucnON MANAGER F. SPLICES IN REINFORCEMENT STEEL ARE PROHIBITED, UNLESS APPROVED BY CONSTRUCTION MANAGER. ALL SPI= MUST THEIR MEET ALL APPLICABLE ASTM STANDARDS FOR SPLICING. fi[Xti :.6.11 , 3 MEET ALL APPLICABLE CODES, REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. AND AT&T CONSTRUCTION SPECFIGTIDNS. SWITCHES AND STANDARD FEATURES A CYCIUC CRANKING B. ALARM HORN WFTH SHLPNCING SWITCH C. VOLTAGE ADJUSTING RHEOSTAT D. OVERVOLTAGE PROTECTION E REMOTE TWD -WIRE AUTO START SYSTEM F LAMP TEST SWITCH G. RUIN -OFF- RESET /AUTO SWITCH (ENGINE START) H. ENGINE COOLDOWM TILLER (5 MINUTES) Z. ERROR -PROOF WIRING HARNESS FOR ELECTRICAL OONNEMIOIS 3. PANEL LAMPS 4. DC CIRCUIT PROTECTION UwT 5 1. WEATFIR HOUSING- STANDARD WITH ROOF MOUNNTED SILENCER 2. MOUNTED CRITICAL GRADE EXHAUST SILENCER 3. TAIL PIPE AND RAIN CAP 1. UNIT MOUNTED RADIATOR 2. ENGINE BLOCK HFATE R 1. FLEXIBLE FUEL LINES 2. ENGINE BLOCK HEATER 3. SUBBASE FUEL TAN( -172 GALLONS 4. DOUBLE WALL CONSTRUCTION WITH LEAK DEFECTION MONITOR 5. U.L. 142 LISTED & FUEL LEVEL GAUGE 7. LOI FULL LEVEL ALARM & FILL PPE IXIE1NOm 10% LINO TANK 9. 104 -FOEL LEVEL ALARM -SET AT 95% in 7 F ew I nu 1 rwwiLai c ca l wru cm i r wammAnR 1. MAIN LANE CIRCUIT BREAKER -10D AMPS, INSTALLED ON GENERATOR 2. VOLTAGE REGULATOR il% 3. SAFEGUARD !BREAKER I. EIECIRONIC/150CHROINOUS GOVERNOR 2. BATTERY RACY, CABLES AND STARTING BATTERY SYSTEM -LEAD ACID TYPE 3. BATTERY (3LARC;ER- AATOMIAIIC 6 AMP OUTPUT _00141"0011 5669 E L1997t I� SUITE 101 - . :".°`.....- '. FNL4 g93RpL VA 22041 -2II8 TEL 6n -9600 a [ C b 1 t e C t 3 FAIL• 671 500 e is g i n e e r s SITE NAME• RNAN {E�LEDGE PROPER. SITE NO• x V31 3A 415 KEY WEST DR CHARLOTTESVILLE, VA 22901 aut � � � 8M �� SAE 3w a �, (J1ti� OPEMR D. �iO RM NL 32984 APP'D BC ARCHffECTS ENGINEERS FALLS CHURCH, VA 2 SPECIFICATIONS 0 05 -26-09 FINAL CONSTRUCTION DRAWINGS am BMQ A 04 -16-06 PREUMNARY CONSTRUCTION DRAWINGS GMW &d0 DRkMNG NV VA- CV313A 2$ REV NO. MlE RE4151ONS I EM1 C!N( 1 scAL> �s sNOWN DESICNm B pU1NN DRAWN 3 M vai 0 I d N I n 0 0 M_ U C J 3 a° 4 m 0 0 N 1 to C 0 O r S 00 d a r z O c 0 O r N I n O GENERAL I'll 1. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS, AND ELEVATIONS BEFORE STARIING WORK ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORE( SHALL BE PERFORMED IN A WORKMANUKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTM. 2. IT IS THE ATTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE RESPONISi I E FOR ALL TEMPORARY BRACING, SHORING. TIES, FORM WORK. ETC., IN ACCORDANCE WITH ALL NATIONAL, STATE. AND LOCAL ORDINANCES, TO SAFELY DOCIJTE ALL WORK AND SHALL DE RESPONSIBLE FOR SAME. ALL WORK SHALL BE N ACCORDANCE WITH LOCAL CODES. 3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SIOLLID WORKMEN WHO ARE THOROUGHLY TRAINED MID EXPERIENCED IN THE NECESSARY CRAFTS AND WIND ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREI[NfS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE MM GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REOUM TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THAT REQUIREMENT SHALL BE MADE TO APPLY CDNTNUOLISLY AND NOT BE LK90 TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABNTY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 5. SITE GROUNDING SHALL COMPLY WITH QNGIW GROUNDING 51ADARDS. LATEST EDITION. AND COMPLY WITH CNGULAR C40MOM CHECKLIST, LATEST VERSION. *0 NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT, THEY SHALL GOVELdi. GROUNDING SHALL 8E COMP= BEFORE ERECTION OF A NEW TOWER 6. ALL WORK SHWL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF DnVA11ONS, EXISTING CON5IRUCTION, AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION, IF TEMPORMTt' LIGHTING AND MARKING ARE REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT 1S THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM. 7. ALL W1)RIC SH41 BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. THE MOST STRNMIT CODE WILL APPLY N THE CASE OF DISCREPANCIES OR DIFFERENCES N THE CODE REQUI E MENTS. B. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE UMARED INSPEC 1CNS. A MINIMUM OF 24 HOURS OF NOTICE SHOULD BE GIVEN AND THE BUILDING INISPECTION DEPARTMENT'S HAVE REQUESTED THAT GROUPS OF TWO OR THREE SEES BE SCHEDULED AT ONE TIME IF POSSIBLE. 10. FOR NEW TOWERS, CRIGUUAR WILL CONFIRM FM APPROVAL OF TOWER LOCATION BY ISS.l1ING TOWER RELEASE FORM. NO TOWER SHALL BE CONSTRUCTED UNTIL TOWER RELEASE FORM IS ISSUED TO THE CONTRACTOR. 11_ THE COMPLETE BAD PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS AND TOWER DRAWINGS /A00SS, CONTRACTOR IS RESPONSBIE FOR RENEW OF THE TOTAL BID PACKAGE PRIOR TO BD SUBMITTAL 12- THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION: LIMITS PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR 5 REPOWZLE FOR MANTANING POSDNE DRAINAGE ON THE SITE AT Al TRUES. SLT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT AL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CDRRECTED AT THE CONTRACTOR'S EXPENSE. 14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TO A M MUM. ONLY THE TREES NECESSARY FOR CONSIRBICIIOTI OF THE FAC TES STALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASED PROPERTY SHALL BE REPAID BY THE CONTRACTOR. 15- ALL SWABLE BORROW MATERIAL FOR BACMFRL OF THE SITE SHALL BE INCLUDED N THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENGES PRIOR TO DISPDS 16. SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS BOON AS POSSIBLE AFTER COMIPLETION OF THE SITE DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEAR PERM 17. MUM THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, FEES. INSPECTIONS. ETC AND PROVIDE 0911 ADDRESS TO AT&T. 18. RECORD DRAWINGS MAINTAIN A RECORD OF ALL CHANGES, SUBSTTTUIIONS, ETC., BERM THE WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. _ - - m mun" Pat SURE 101 ..Al �x.•.. - ._.. -- Haul audl VA 22041_2EAa TEL, (MD 675000 a r c b i t e c i s Frm Qq gn-CM e n g i n e e r s EXCAVATION AND GRADING NOTES, 1. ALL CUT AND FILL SLOPES SNAIL BE 3 - 1 MAXIMUM. 2. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE RACED SHALL. BE SUBSTANTIALLY HORIZONTAL ON UNDISTURBED AND UNFROZEN SOD- AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED IF RTDUIRED. S. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL IF SOUND SOL IS NOT REACHED AT THE DESIGNATED EXCAVATION D09K THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVA110N SHALL BE FILLED WITH CONCRETE OF TIE SAVE QL M SPECIFIED FOR THE FOUNDATION. 4. ANY fXGNATHON OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE EIOTTOM OF THE EXCAVATION. STONE IF USED, SHALL NOT BE USED AS 0 MPIUNG CONCRETE T19CKNESS. 5. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUC110N BELOW GRADE, AND BEFORE BACK FILING, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. 6. ALL BACKFILLING SHALL (1) USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAYS, SAND AND GRAVEL, OR SOFT SHWE, (2) BE FREE FROM CLODS OR STONES OVER 2 1/2' MAXIMUM DIMENSIONS, AND (3) BE PLACED IN LAYERS AND COMPACTED. 7. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6" DEEP BEFORE COMPACMN. EACH LAYER SHALL BE SPRINTED IF REQUIRED AND COMPACTED BY HAND OR MACHINE TAMPERS TO 95% OF MAXIMUM DENSITY. AT THE OPTIMUM MOISTURE CONTENT OF t2% AS OEII RMMNED BY ASf1M DESIGNATION D- 696, UNLESS OTHERWISE APPROVED. SUCH LACK FILL SHALL NOT BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE 8. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND PREVENT WATER FROM STANDING. THE FAIL GRADE SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AREA (UP TO ONE FOOT OUTSIDE THE FENCE OR GROUND SYSTEM PERIMETER) AND SHALL BE COVERED WITH A GEOTEXTILE FABRIC Ill 50OX OR APPROVED EQUAL TO PREVENT REOCCURRENCE OF VEGETATIVE GROWTH, AN THEN SHALL BE COVERED WITH 4' DEEP COMPACTED STONE OR GRAVEL 9. THE CONTRACTOR SHAW. PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, CITY. COUNTY. AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMILATION OF SOL AND SILT IN STREAMS AND DRAINAGE PATHS FROM LEAVING THE CONSTRUCTION AREA THIS MAY INCLUDE SUCH MEASURES AS SILT FiNCES, STRAW BALE SEDIMENT BARRIERS. AND CHECK DAMS. 10. FILL PREPARA11OW ROM ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS. OBSTRUCTIONS, AND DIIETERKUUS MATERIAL FROM GROUND SURFACE PRIOR TO RACING FILLS, PLOW STRIP OR STEAK UP ROPED SURFACES SLEEPER THAT 1 VERTICAL TO 4 HORZONTAL SO FILL MATERIAL WILL BOND WITH DOSING SURFACE WHEN SUBMADE OR FISTING GROUND SURFACE TO RECEIVE FILL WAS A DENSITY LESS THAN THAT REOUARED FOR FAD. BREAK UP GROUND SURFACE TO REQUIRED DO%, PULVERIZE, MOISTURE CONDITION OR AERATE SOD. AND REOOMPACT TO REQUIRED DITNSDY. 11. REPLACE EXISTING GRAVEL SLIRFAGNG ON AREAS FROM WHICH GRAVEL SURFACING IS REMOVED DURING CONSTRUCTION OPMATDNS. GRAVEL SURFACING STALL LE REPLACED TO MATCH EXISTING ADJACENT GRAVEL SLARFACIING AND SHALL BE OF THE SAME THEMESS. SURFACES AND GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES, EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF IMIUROUS AMOUNTS OF EARTH, ORGANIC MARK OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURIM ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUITED BEFORE GRAVEL SURFACING IS REPLACED . SUBGIUVDE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE OEA'nIINS, AND LOOSE OR DMURIEW MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPT IN THE SUBWADE SHALL BE FILLED AND CDMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEFfiREESSIONS IN THE SUBGRADL 11 PROTECT EXISTING GRAVEL SURFACING AND SIBGRADE IN AREAS WHERE EOUPWIENT LOADS WILL OPERATE, USE RANKING OR OTHER BEATABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REIM ANY DAMAGE M EXISHNG GRAVEL SURFACING OR SUBGRADE WHERE RICH DAMAGE IS DIRE TO THE CONTRACTOR'S OPERATIONS. 13. DAMAGE TO EXISTING SMUCfURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED /REPLACED TO OWNEf6S SATISFACTION AT CONTRACTOR'S EXPENSE 14. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE PROPERTY OWNER SO AS 70 AVOID INTERRUPTIONS TO PROPERTY OWINIOn OPERATIONS, 15. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCLIDHL 16. RIPRAP SHALL BE CLEAN, HARD, SOUND, CURABLE, LWOR M IN QUALITY, AND FREE OF ANY DETRIMENTAL QLDANNTTY OF SOFT, FRIABLE. THIN, ELONGATED OR LAMINATED PIECES, DISINIEGRATED MATERIAL, OROMANC MATTEX OP- ALKALI OR OTHER DELETERIOUS SUBSTANCE. SITE NAME: RIVAN (ELEEDGE PROPER SITE NO. CV313A atstt Lamy 415 KEY WEST DR xAU 1 4KlDl mX f9. 9111E 300 CHARLOTTE MUE, VA 22901 °UN 's YA m3 UTILITY PDIFs 1. ALL UfIUTY POLES SHALL BE 35 FT., CUSS 4 OR AS DIRECTED BY THE UTILITY PROVIDER. THE CONTRACTOR SHALL COORDINATE WITH THE 1TTILDTY COMPANY PF60R TO EXCAVATING OR 1NSTALL11,I11 ANY UTILITY POLES. ABBREVG.TION KEY 4 DIAMETER do AND BEM. BOTTOM I CENTER LINE CONC. CONCRETE CA CONTROL JOINT DMl INAL ER EL ELEVATION E.S. EACH SIDE E.W. EACH WAY FFI FLANGE FACING INSIDE FFO FLANGE FACING OUTSIDE FT. FEET F.Y. FELD VERIFY GALV. GALVANIZED HORIZ. HORRONNTAL IN. INCH LFO LEG FACING OUTSIDE LLVD LONG LEG VERTICAL DOWN LLVU LONG LEG VERTICAL UP MAX. MAXIMUM MFR. MANUFACTURER MN. MINMAUM MPH MMES PER HOUR O.C. ON CENTER R PLATE RONF. REINFORCE REQ'D REQUIRED SAM. SIMILAR STD STANDARD STL.. STEEL TYR TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL VLD VERTH'AL LEG DOWN VW VERTICAL LEG UP W/ WITH 05-26-091 FINAL CQNSTT2UC110N DRA9ND5 04 -18-08 PRELIMINARY CDNSTRLIC110N DRAWINGS DATE RLYISIDN5 E AS SHOYM 1Dl B. QUINN Qp (J �� BC ARCHEiECTS ENGINEERS CHRIST PIER D. FALLS CHURCH, VA MORIN AW "MQ N a SPECIFICATIONS 032984 1 fiV SAID a ;b . 7.0 Y CHK AWD r yCi DR/AV6NG N REV c>:W VA- CV313A 29 1