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HomeMy WebLinkAboutSP202000004 Staff Report 2020-06-16o i ��Rcfr�� ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SP202000004 Wild Turkey (Cross Staff: Andrew Knuppel, Planner Property) - Tier II I Personal Wireless Service Facility Planning Commission (PC) Hearing: June 16, 2020 Board of Supervisors (BOS) Hearing: to be determined Owner: Robert L. Cross and Jeanne K. Cross, Trustees Applicant: Nathan Holland — GDN Sites on behalf of of the Cross Living Trust Verizon Wireless Acreage: 6.0 acres Special Use Permit for: Tier III personal wireless facility under Section 10.2.2 (48) of the zoning ordinance. Tax Map Parcel (TMP): 05700-00-00-041LO Zoning/by-right use: RA Rural Area, EC Entrance Corridor Magisterial District: White Hall Location: Near southeast comer of intersection of Rockfish Gap Turnpike (Route 250) and Wild Turkey Lane, immediately west of existing personal wireless service facilities on property. School Districts: Brownsville — Elementary, Henley — Conditions: Yes Middle, and Western Albemarle — High Development Area: Rural Area 3 Requested # of Dwelling Units/Lots: N/A Proposal(s): Request for approval of a Tier III personal Comp. Plan Designation: Rural Area — preserve and wireless service facility located within an avoidance area protect agricultural, forestal, open space, and natural, with a steel monopole that would be approximately 116.7 historic and scenic resources; residential (0.5 unit/ acre in feet tall. The facility would be located within a 30' x 30' development lots) lease area and accessed via a 20' access & utility right-of- way with 12' access road. Request for a Special Exception to modify Section 5.1.40 (b)(2)(c) of the zoning ordinance to allow the closest point of the back of antenna to be more than 12 inches from the monopole. No dwelling units proposed. Character of Property: There are two existing treetop Use of Surrounding Properties: Rural/residential with facilities near the property boundary with Route 250, as single-family dwellings on wooded lots oriented to Route well as two rental dwellings accessed from Wild Turkey 250 or residential cul-de-sacs, generally less than 21 acres. Lane. Property is cleared near dwellings and the immediate vicinity of the monopoles, with mature trees near the Route 250 right-of-way. The eastern half of the property is heavily wooded and slopes upwards from the Mechums River. Factors Favorable: Factors Unfavorable: 1. The proposed facility would be screened 1. The proposed facility would be skylit from the and sited to minimize visibility from the southeast. However, the adjacent parcel is under Rockfish Gap Turnpike (Rt. 250) Virginia the same ownership and impacts to parcels across Scenic Byway and avoidance area. Mechums River are mitigated by distance and/or 2. The proposed facility would be screened backdropping. and sited to minimize visibility from the SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 1 Rockfish Gap Turnpike (Rt. 250) Entrance Corridor. 3. The proposed facility would be located in an Opportunity Site. 4. Improving wireless coverage would support improved public safety and welfare by expanding access to emergency services and online resources. Recommendation: Staff recommends approval of SP202000004 with conditions, and recommends approval of the special exception request (to modify the antenna projection distance) with conditions. STAFF CONTACT: Andrew Knuppel, Planner PLANNING COMMISSION: June 16, 2020 BOARD OF SUPERVISORS: August 5, 2020 PETITION(s): PROJECT: SP202000004 — Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility MAGISTERIAL DISTRICT: White Hall TAX MAP/PARCEL: 05700-00-00-041 LO LOCATION: Near southeast corner of intersection of Rockfish Gap Turnpike (Route 250) and Wild Turkey Lane, immediately west of existing personal wireless service facilities on property. PROPOSAL: Request for approval of a Tier III personal wireless service facility located within an avoidance area with a steel monopole that would be approximately 116.7 feet tall. The facility would be located within a 30' x 30' lease area and accessed via a 20' access & utility right-of-way with 12' access road. PETITION: Tier III personal wireless facility under Section 10.2.2 (48) of the zoning ordinance on a 6 acre parcel. Request for a Special Exception to modify Section 5.1.40 (b)(2)(c) of the zoning ordinance to allow the closest point of the back of antenna to be more than 12 inches from the monopole. No dwelling units proposed. ZONING: RA, Rural Areas- agricultural, forestal, and fishery uses; residential density (0.5 unit/acre in development lots). ENTRANCE CORRIDOR: Yes PROFFERS:No COMPREHENSIVE PLAN LAND USE/DENSITY: Rural Areas in Rural Area 3 - Preserve and protect agricultural, forestal, open space, and natural, historic and scenic resources/ density (0.5 unit/acre in development lots). CHARACTER OF THE AREA: The subject property is a 6 acre parcel within located on the southeast side of Rockfish Gap Turnpike (Rt. 250), approximately halfway (1 mile) from its intersection with Three Notch'd Road (Rt. 240) at Mechum's River and the Clover Lawn shopping center (Attachment 1). The property is bounded on the north by Rockfish Gap Turnpike and on the west by Wild Turkey Lane. There are two existing treetop facilities near the property boundary with Route 250, as well as two rental dwellings accessed from Wild Turkey Lane. The area in the vicinity of the dwellings and monopoles is cleared, with mature trees near the Route 250 right-of-way. The eastern half of the property is heavily wooded and slopes downwards as it approaches the Mechums River. Nearby are single-family homes on lots zoned Rural Areas, with variable lot sizes generally below 21 acres. Most parcels are wooded and oriented to Rockfish Gap Turnpike (Rt. 250) or adjacent cul-de-sacs SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 2 serving small rural residential subdivisions. The Foxchase subdivision is located across Rockfish Gap Turnpike (Rt. 250) approximately'/4 mile northwest of the proposed facility site. Rockfish Gap Turnpike (Rt. 250) is designated as an Entrance Corridor as well as a Virginia Scenic Byway. The corridor has two travel lanes with a center left -turn lane, and is wooded on both sides. PLANNING AND ZONING HISTORY: Two personal wireless service facilities currently exist on the property. SP199900009 / VA199900009: This approval was conditioned on the height of the tower not exceeding 7 feet above the height of the tallest tree within 25 feet of the tower. The original wooden monopole was replaced with a 90.9' steel monopole. SP200700015 / SDP200700024 / ARB200700033: Approval of a 98' Tier I I treetop facility. The monopole was initially constructed to the incorrect height, though height was later corrected to 82' tall per the most recent building permit file available for this site (B201601269ATWR). SDP201900077: This application was originally submitted as a Tier 11 personal wireless service facility. A balloon test was held for this application on January 16, 2020. However, it was recognized that though the proposed facility met the design standards for a Tier 11 treetop facility, the proposed location was within an avoidance area (located within 200' of a state scenic byway) and would need to be reviewed as a Tier III personal wireless service facility and thus a Special Use Permit. This application was withdrawn on January 17, 2020 and resubmitted as SP202000004 on January 21, 2020. DETAILS OF THE PROPOSAL: The applicant is requesting a Special Use Permit to construct a Tier III personal wireless service facility with a steel monopole that would be approximately 116.7 feet tall. The facility would be located within a 30' x 30' lease area adjacent and to the west of the two existing monopoles, and located within a 25'x30' wooden fenced compound. The monopole would be 28 feet and 5 inches from the Rockfish Gap Turnpike right-of-way. Access would be provided by a 20' access & utility right-of-way with new 12' gravel access road. One 86' oak tree would be removed for the access road. 3,335 square feet of land would be disturbed for the equipment compound and access road, and this land disturbance would not be subject to the Virginia Erosion and Sediment Control Program or Virginia Stormwater Management Program (Attachments 2 & 3). The facility would include a single array of six flush -mounted antennas. The applicant has requested a Special Exception to modify Section 5.1.40 (b)(2)(c) of the zoning ordinance to allow the closest point of the back of antenna to be more than 12 inches from the monopole (Attachment 4). The proposed facility satisfies design standards for a Tier II ("treetop") facility, with the exception of the projection requirement mentioned above. However, it is subject to review as a Tier III facility due to its location within an avoidance area (within 200 feet of the Rockfish Gap Turnpike/Rt. 250 Virginia Scenic Byway) as defined in the Zoning Ordinance: Avoidance area. 'Avoidance area" means an area having significant resources where the initial siting of personal wireless service facilities could result in adverse impacts as follows...... v an location within 200 feet of any state scenic highway or by -way." SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 3 COMMUNITY MEETING The applicant conducted the required community meeting with the Crozet Community Advisory Committee on Wednesday, March 11, 2020. During the meeting, community members asked about the public benefit to be received from improved cell service (propagation of signal and whether 5G service would be offered) and the status of the two existing towers on the site. Community members referenced prior code compliance issues with the second tower constructed on the site and expressed concerns about the height of the proposed facility relative to the existing towers. Concerns were expressed regarding the January 2020 balloon test, including an assessment of how the trees that are to be removed will impact visibility of the proposed tower and impacts from wind. The January 2020 balloon test was held for the earlier submission (SDP201900077). The applicant agreed to hold a second balloon test on Thursday, April 2, 2020. The applicant and staff photographed the balloon from various vantage points on nearby streets as well as properties upon request of nearby property owners. ANALYSIS OF THE SPECIAL USE PERMIT REQUEST Section 33.39(B) states that the Commission, in making its recommendation, shall consider the same factors found in Section 33.40(B): No substantial detriment. Whether the proposed special use will be a substantial detriment to adjacent parcels. No substantial detriment to adjacent parcels is expected from this proposal. There are currently two similar facilities on the parcel which have not resulted in substantial detriment. Visibility from adjacent parcels is mitigated by screening, backdropping, and distance, as discussed below. 2. Character of the nearby area is unchanged. Whether the character of the adjacent parcels and the nearby area will be changed by the proposed special use. The character of the adjacent parcels and the nearby area would not be changed by the proposed special use. Two existing personal wireless service facilities are located on the subject property. The addition of a third facility meeting similar design standards would not cause a change to the character, and the presence of existing facilities makes this site an opportunity site that could prevent the introduction of facilities to other areas. The proposed development appears to be generally similar to and consistent with the existing character of the adjacent parcels in the RA district. 3. Harmony. Whether the proposed special use will be in harmony with the purpose and intent of this chapter, The intent of the RA Rural Areas district includes preservation of agricultural and forestal lands and activities, water supply protection, limited service delivery to the rural areas, and conservation of natural, scenic, and historic resources. The requested use is permissible by special use permit in all zoning districts. The proposed facility would not interfere with agricultural or forestal activities, would have a negligible impact on water supplies due to minimal on -site grading, and would not incur additional needs for public service delivery. There are no impacts to natural and historic resources and impacts to visual resources are mitigated. No conflict has been found between this request and the intent of the Zoning Ordinance. SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 4 with the uses permitted by right in the district, The requested use does not restrict by -right uses within the district. The facility's design is substantially consistent with design standards for a by -right Tier II personal wireless service facility. with the regulations provided in Section 5 as applicable, Personal wireless service facilities are subject to supplementary regulations in Section 5.1.40 of the Zoning Ordinance. The proposal satisfies the development requirements and design standards in Section 5.1.40(b), with the exception of the "projection" (or "standoff') requirements for antennas and associated equipment specified in Section 5.1.40(b)(2)(c). The applicant has requested a Special Exception to modify this requirement to allow the closest point of the back of the antenna to be greater than 12 inches from the face of the monopole. This request is analyzed below in "Special Exception Request to Modify Antenna Projection Requirements". Section 5.1.40(b)(6), "Screening and siting to minimize visibility', requires that: 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. The facility also shall be sited to minimize its visibility from any entrance corridor overlay district, state scenic river, national park or national forest, regardless of whether the site is adjacent to the district, river, park or forest. If the facility would be located on lands subject to a conservation easement or an open space easement, or adjacent to a conservation easement or open space easement, the facility shall be sited so that it is not visible from any resources specifically identified for protection in the deed of easement. A detailed discussion of visibility is below, however, staffs opinion is that the site provides adequate opportunities for screening and the facility is sited to minimize its visibility from adjacent parcels and streets as well as from entrance corridor overlay districts. There are no adjacent conservation easements with specifically identified resources. and with the public health, safety, and general welfare. The proposal is in harmony with public health, safety, or general welfare. Improved wireless coverage could improve public safety for motorists and residents by improving access to emergency services from cellular devices, as well as the general welfare of nearby residents by improving access to wireless and broadband service. Wireless facilities can provide broadband Internet service, which has become more recognized as necessary for public education, convenience, and the economic well-being of the community. SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 5 4. Consistency with the Comprehensive Plan. Whether the proposed special use will be consistent with the Comprehensive Plan. Historic, Cultural, and Scenic Resources Goal: "Albemarle's historic, cultural, and scenic resources will be preserved. Attractive entrance corridors will welcome visitors and residents to and within the County." Historic, Cultural, and Scenic Resources Objective 7: "Maintain or improve the visual quality of all of Albemarle's roadways." Historic, Cultural, and Scenic Resources Objective 8: "Maintain the visual integrity of Albemarle's Entrance Corridors." Strategy 8b: Continue to use the Entrance Corridor design guidelines to help maintain the integrity of Entrance Corridors in Albemarle County. Rockfish Gap Turnpike (Rt. 250) is both a Virginia Scenic Byway and an Entrance Corridor. Trees near the front of the site and within the right-of-way provide screening and mitigate the proposed facility's visibility from Rockfish Gap Turnpike. At its meeting on February 4, 2020, the Architectural Review Board found that the proposed location will sufficiently minimize the visibility of the monopole from the Entrance Corridor, based on continued existence of trees in the right-of-way (Attachment 5). Community Facilities Objective 10: "Support provision of private electric, telephone, natural gas, wireless,and fiber optic service when its provision is in keeping with other aspects of the Comprehensive Plan." Strategy 10e: Continue to ensure that personal wireless facilities are provided in accordance with the County's personal wireless service policy. A detailed analysis of the proposed facility's consistency with the Policy's recommendations follows. PERSONAL WIRELESS SERVICE FACILITIES POLICY & VISIBILITY ANALYSIS The County's Personal Wireless Service Facilities Policy provides guidance for the siting and design of wireless facilities. Analysis of visibility is based on the results of balloon tests and photosimulations of the proposed facility (Attachment 6). Facilities with limited visibility are encouraged. Per the Policy, the primary concern for the location of wireless facilities is visual impact. The Policy was put in place to ensure that the construction of new and modified facilities have limited visual impact on the community. The Policy does not require facilities to be invisible, mitigation strategies can reduce potential impacts from visibility. County staff conducted an analysis of potential visibility using geographic information systems (GIS) software (Attachment 7), which uses elevation and land cover data to estimate where a facility may be visible. This does not indicate a degree of visibility, only if the facility could potentially be seen. This analysis was used to identify areas where the balloon may be visible and was used in conjunction with photographs from the balloon test. SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 6 Facilities should not be located on ridoetops or along the ridgeline Rockfish Gap Turnpike (Rt. 250) follows a ridgeline dividing the Mechums River and Lickinghole Creek watersheds. Though not as topographically prominent as a mountaintop, the facility's site is somewhat elevated relative to Mechums River and properties to the southeast. The facility's siting would not be substantially elevated from the scenic byway. Facilities should be provided with an adequate backdrop so that they are not skylined. The "treetop" design of the proposed facility requires some clearance above nearby trees, with a low degree of skylining that is acceptable under the by -right Tier II standard, provided that it is not substantially taller than nearby trees. While the proposed facility would be screened from Rockfish Gap Turnpike by trees, the proposed facility would be visible from some areas to the northwest within the Foxchase subdivision, as well as some parcels to the southeast on Broad Axe Road, due to their lower elevation and the cleared areas that prevent screening. Portions of Wild Turkey Lane immediately to the southeast of the proposed site that are cleared would exhibit some skylining. Staff believes that the degree of skylining is acceptable. There is not substantial variation from nearby tree cover when viewed from the northwest, and that distance from the facility (over '/z mile) mitigates negative visual impacts to parcels to the southeast on Broad Axe Road. The areas of Wild Turkey Lane where the balloon test was skylit are under the same ownership as the proposed facility site. Facilities should not adversely impact resources identified in the Open Space Plan or designated as Avoidance Areas. The proposed facility would not adversely impact the Rockfish Gap Turnpike (Virginia Scenic Byway) Avoidance Area. The presence of screening trees sufficiently minimizes its visibility from the byway. Facilities should utilize existing structures where possible. Two other eligible support structures exist on the site. Per the applicant, these monopoles were not designed to extend and install a second carrier's equipment and could not be utilized. Ground -based equipment should be limited in size and be designed in keeping with the character of the area. At its meeting on February 4, 2020, the Architectural Review Board reviewed the design of the ground equipment and base station and recommended approval of the Certificate of Appropriateness with conditions. These conditions have been addressed and a Certificate of Appropriateness was issued on April 28, 2020. SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 7 Antennas should be mounted close to the supporting structure and be designed to minimize visibility. The proposed facility will utilize flush mounts to minimize the distance between the monopole and antennas. A special exception was requested to modify the "projection" (or "standoff') requirements for antennas and associated equipment specified in Section 5.1.40(b)(2)(c) and allow the closest point of the back of the antenna to be greater than 12 inches from the face of the monopole, allowing all antennas to be mounted on a single array. However, the farthest point of the back of antenna will not be greater than 18 inches from the monopole. Staff believes that this design would minimize visibility. s ro wx Ix901 w+oPa[ a m artwu rievnox � � � � ..PPOSID PINPU.3D SrtE LMO m ��ra PIIIIF]11N P m i USMO-xP (ttP Of 2) � � /YIXCPOIE VDUM s ANTENNA ORIENTATION PLAN AT 113' ws®r uamw,m. ie°."�i we rxsea va® an- a, n n.o. rt uw m euxrae,o wrt rc ,- r veM[ xaur® sa 1 Nfe-p ou-�,in mran°tleara�w�0 'am 0 .emxm x+m+,a IM s q 0 MOFO W (M 6l) Y am !P6 � vre M r iva. (m, s 9 I ,aesa mpW�•aQOe eMkE Mello wn m MM lax mar ,seam ooai raw .Dome ,me.cr mom ..Pr a �v irF SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 8 SUMMARY: After review of this request, staff have identified the following factors of this proposal which are favorable and unfavorable: Factors favorable to this request include: 1. The proposed facility would be screened and sited to minimize visibility from the Rockfish Gap Turnpike (Rt. 250) Virginia Scenic Byway and avoidance area. 2. The proposed facility would be screened and sited to minimize visibility from the Rockfish Gap Turnpike (Rt. 250) Entrance Corridor. 3. The proposed facility would be located in an opportunity site. 4. Improving wireless coverage would support improved public safety and welfare by expanding access to emergency services and online resources. Factors unfavorable to this request include: 1. The proposed facility would be skylit from the southeast. However, the adjacent parcel is under the same ownership and impacts to parcels across Mechums River are mitigated by distance and/or backdropping. RECOMMENDED ACTIONS: Based on the findings described in this report and factors identified as favorable, staff recommends approval of special use permit application SP202000004 with the following conditions (below). 1) The development of the site, and any modifications to the arrays, shall be in general accord with the plan titled "Wild Turkey, Wild Turkey Lane, Charlottesville, VA, 22903, Albemarle County' dated 4/20/2020 (hereafter "Conceptual Plan"), as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Conceptual Plan, development and use shall reflect the following major elements within the development essential to the design of the development, including but not limited to all concealment elements, concealment technique, and concealment elements of the eligible support structure, as shown and described on the Conceptual Plan and mentioned below and in Condition 2: a) Color (equipment and monopole — Sherwin Williams — Java Brown #6090) b) Flush mounting of antenna (18 inch maximum standoff distance) c) Location of ground equipment d) Diameter of monopole Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Albemarle County Zoning Ordinance. 2) As a concealment element to minimize skylining, the height of the tower shall not exceed 117 feet above ground level (AGL) or ten feet taller than the tallest tree within 25 feet of the monopole as measured in elevation above mean sea level, whichever is less. Measurement of height shall include any base, foundation or grading that raises the monopole above the pre-existing natural ground elevation. 3) The following shall be submitted with the building permit application: a) certification by a registered surveyor stating the height of the reference tree that is used to determine the permissible height of the monopole; and b) a final revised set of plans for the construction of the facility. The agent shall review the surveyor's certificate and the plans to ensure that all applicable requirements have been satisfied. SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 9 SPECIAL EXCEPTION REQUEST TO MODIFY ANTENNA PROJECTION REQUIREMENTS The applicant has requested a Special Exception pursuant to Zoning Ordinance Section 33.49, to modify the "projection" requirements for antennas and associated equipment specified in Section 5.1.40(b)(2)(c). Summary of Request Specifically, the applicant has requested modification of the maximum standoff distance to the closest point of the back of the antenna in Section 5.1.40(b)(2)(c), as shown in the Special Exception Request application materials. (Attachment 4) Applicable Zoning Ordinance Sections Section 5.1.40(b)(2)(c) of the Zoning Ordinance states that "No antenna shall project from the facility, structure or building beyond the minimum required by the mounting equipment, and in no case shall the closest point of the back of the antenna be more than 12 inches from the facility, structure, or building, and in no case shall the farthest point of the back of the antenna be more than 18 inches from the facility, structure, or building" (emphasis added). Staff Analysis This proposal includes a special exception request to modify the requirements of County Code § 18- 5.1.40(b)(2)(c), which limits the standoff distance to 12" from the tower structure to the closest point on the back of the antenna. This request is necessary to utilize a mount type that will allow Remote Electrical Tilt antennas to be used and all six antennas to be mounted in a single array. Although the distance to the closest point of the back of the antenna would be increased, the distance to the farthest point of the back of the antenna would still comply with this section. The proposed site provides adequate screening and minimizes visibility from adjacent parcels and streets, including the Route 250 Entrance Corridor and Scenic Byway, as determined from a balloon test. No additional visual impact is anticipated. RECOMMENDED ACTION — SPECIAL EXCEPTION: In consideration of the information provided by the applicant, as well as the staff identified in this report, the special exception request seems acceptable. Staff recommends approval of the requested Special Exception to modify the antenna projection requirements specified in Section 5.1.40(b)(2)(c) of the Zoning Ordinance with the following conditions: 1. The antenna shall be installed as depicted on Sheet C-5 of the site plan referred to as "Wild Turkey, Wild Turkey Lane, Charlottesville, VA, 22903, Albemarle County" prepared by John A. Daughtrey III, last revised on April 20, 2020. 2. No antenna authorized by this special exception shall project more than eighteen inches (18") from the monopole to the back of the antenna. ATTACHMENTS: 1 — Location Map 2—Application Materials: Project Narrative 3 — Application Materials: Conceptual Plan (dated April 20, 2020) 4 - Special Exception Request (dated February 6, 2020) 5 — Architectural Review Board Action Letter (dated February 4, 2020) 6 — Balloon Test Photographs & Photosimulations 7 — Viewshed Analysis Map 8 — Memo Discussing FCC Rules Related to Eligible Support Structures SP202000004 Wild Turkey (Cross Property) - Tier III Personal Wireless Service Facility Planning Commission: June 16, 2020 Page 10 SP2020-04 Wild Turkey Tier III PWSF LICKINGHOL: 57-32 s� N �\ ,_ps. 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(434)29sse32 My determination of tope,em, or corksos, or a, deplNon NpMsical ImpresemeMs, property litres or Wunnanea n, for gent rse Information only ant atiall not tie meet for Me deals , mMtflcatlon, or no mWNon of rnprovementa to real pmpeM1y or for Pont plain detamoination. June 3, 2020 Map at.. s may ecale Wgv Men GIS ddla meemiaed In me map orae pmylded on the data dposmad page due to M,pmjeraw used. Map Posimiom WG504 VAL MCcatM(Mpary Splare)(EPSG 3Bm) My determination of tapogrem, mcomwrs, or any eeplNon of physical lmpraeemenls, property Imes or tounderm a for general inbmlatim omY a latlallare ne mat for Me design, modMcallon, or mmtamer of Nnprmarreals to real pmpeM1y or for noM plain aete minalion. June 3, zozo Map elements may scale Hqm Man GIS am maalaed In Me map or as pmVlded on Me data dlrvmload page due 0 Me pmje on used. Map Projection: MG VAd MCtatp(Romr, Sprees)(EPSG 305/) My JearmMaM1on of tap ,mpM1y or cahoots, or airy deplc0on ofphysical Impraremerds, property Role or Wunaanes is for gereral Inbmia0on only, aM assall not re useE he Me dealgh, mMMcallon, or construction of Nnprcvemenla to real proper, or W floM platy aetn'mination. Jure H, 2020 Map al... may scale Wgm Man GIS dale..rivl In Me map or as pmVldM on Me does dwmload page due 0 Me pmjec0m uai Map Pr*M.: MG VYd MH Alor(MAIM, Spree.)(EPSG Merl VERIZON WIRELESS - "Wild Turkey" (CROSS PROPERTY) TIER III PERSONAL WIRELESS SERVICE FACILITY Project Description /Request: Cellco Partnership, operating as Verizon Wireless ("Verizon"), respectfully requests approval of Spac"LlsePennt "Special Exemption for a Personal Wireless Service Facility (PWSF), with a I I6.7-foot tall monopole to be located at the nearest current address of426 Wild Turkey Lane, and identified as Tax Map & Parcel Number 05700-00-00-041LO (the "Property"). Verizon's proposed radio transmitter cabinet will be placed on a concrete pad, beside an approximately 10' wide utility H-frame stand for other power and communications components on a steel grated platform, and an emergency back-up power generator on another concrete pad. This facility will be installed within a 900 square-footfencedcompoundplatformcoveredwithaniceguardtoprevent possible damage to the ground equipment due to falling tree branches and ice. The monopole, antennas, and base station equipment that might be visible above the screening fence will all be painted with Sherwin Williams Java Brown - #6090, which is a matte enamel color that has been previously approved as an appropriate color for many other"Treetop"Personal Wireless Service Facility sitesthroughoutAlbemarle County. Network Obiectives: Verizon is licensed by the Federal Communications Commission (FCC) to provide state-of-the-art wireless telecommunications services within Albemarle County using a combination of four (4) separate bands on the frequency spectrum. These consist ofthe 850 MHzband for Cellular (CDMA), the 1900MHZ frequencyband forPersonal Communications Services (PCS), the 4G Long Tenn Evolution (LTE) on 700 MHz band and Advance Wireless Services (AWS) on the 2100 MHz band. The network offers data upload and download transmission speeds that much faster than the previous generations of wireless technologies. Verizon has also recently addedhigh-definition calling capabilities to the data networks in the form of Voice Over LTE (VOLTE) service Whenever possible, it is Verizon's goal to provide seamless in -building, in -car and on -street coverage and the full range of voice and data services to existing and future customers. Verizon has determined that the area surrounding this proposed site needs expanded coverage to better serve the nearby residences and businesses. Therefore, this site is intended to provide infill coverage while also adding additional network capacity by offloading traffic from the company's nearest existing sites in all directions. Although the proposed 116.7' monopole tower would not be the ideal height for maximizing coverage, itshould allowthe antennas to clearthe highesttreetops within the immediate area on Ns parcel allowing service from this facility to connect with the customers who are currently drawing on the marginal coverage levels that are currently beingprovided by the four (4)nearest, neighboring sites: "I64 East" to theSoutheast(VZW PWSF off Dry Bridge Road), "Railroad Ave" totheNorthwest(Colocation on Existing Rooftop in Crozet), "Turner Mtn Road" to the Northeast (VZW PWSF off of Tillman Road), and Yancey Mills to the Southwest (VZW PWSF off Patterson Mill Road adjacent to I-64). Character of the Area: The proposed PWSF will be contained within a 900 square -foot lease area located on this currently vacant parcel, to the north of an existing dwelling and a business that are both located on adjacent parcels that share common ownership with the Property. The site of this facility has a ground level elevation of 667.3 feet Above Mean Sea Level (AMSL). This parcel, which is currently vacant other than two existing PWSF's--one operated by AT&T and one operated by Shentel—contains 6.00 acres located off Rockfish Gap Turnpike (Route 250) that is zoned Rural Areas (RA) and located within Entrance Corridor (EC) Overlay District and inthe White Hall MagisterialDistrict. All adjoiningpropertiesarezonedRA, while other nearbypropertiestothenorthand northwest are zoned Rl Residential (RI) and along with planned future densities in the Crozet area are Verizon PWSF (Wild Turkey — Cross Property) t contributing factors to the need for additional network capacity. Access to the proposed PWSF will be provided from the southern side ofRockfish Gap Turnpike (US Route 250) by way of Wild Turkey Lane. The proposed monopole will be located approximately 283 feet north ofthe nearestboundarylinewiththe right-of- way for Rockfish Gap Turnpike. The nearest off -site dwelling is located approximately 300 feet southwest ofthe monopole site on property identified as Tax Map / Parcel Number 05400-00-00-04150 Compliance with Section 5.1.40 of the Albemarle County Zoning Ordinance Section 5.1.40(b)- Development Requirements for Tier III Personal Wireless Service Facilities (Items 1 - 1 General design: The facility shall be designed installed and maintained as follows (a) Guy wires: Theproposed monopolewill notrequire any installation ofguywires. (b) Outdoor lighting: One LED Floodlight will be placed on the utility H-frame and these lights will only be used as needed during unexpected events that require nighttime visits by Verizon's technical operations staff. The proposed light mustbe adjustable to illuminate various parts of the compound for safety reasons. However, it will not be turned on nightly and will be located well below the treetops which wi 11 provide natural shielding from the light shining skyward during any relatively short periods of emergency maintenance. (c) Groundeguipment:Proposedequipmentconsistingofthebasestationcabinets,H-framestand andgeneratorwill beplacedinalocationthatis screened from offshe views bythe surrounding trees, and awooden fence will also be installed to help fortify the existing screening elements that is offered to this site. Any portions of equipment that are visible above the screening fence will be painted to match the tower and blend into the wooded area. (d) Whip antenna: No whip antennas are currently proposed with this application. (e) Groundingrod:Theproposedgroundingrodtobemounted atthetop ofthismonopolewill complywiththe County's sizing requirements for a maximum of 2 feet in length and 1-inch in diameter. 2. Antennas and associatedeguipment (a) Number of arrays: Verizon will use a mounting collar and mounting frames that will allow all six (6) ofthe necessary antennas to be installed in a single array within three (3) horizontally separated sectors at the same height. This antenna array will be centerline mounted at the 113- foot AGL level (780' AMSL), with two (2) antennas grouped in each sector to support the combination of the licensed Cellular, PCS, LTE and AWS frequencies all at one mounting level on the monopole. Other supporting devices that consist of six (6) remote radio heads andtwo (2)fiberopties surgeprotection boxwillbeplaced belowthe antennaarrayat heights that are not expected to be visible from the adjacent properties or any distant off -site views. (b)Size: The antennas initially to be installed in Verizon's array are identified as Commscope Model Number:NHH- 65C-R2B [96.0"(H) x 11.9"(W) x 7.1"(D), equaling 1,142.40 square inches]. Specific equipment will likely change overthe life ofthe PW SF as technology advances. (c) Projection: The antennas are proposed to be mounted with 18" between the face ofthe monopoleandthe backs ofthe antennas, andno need forphysical down -tilting. Therefore, Verizon is also requesting approval of a Special Exception to modify Section 5.1.40.b(2)(c) of the Zoning Ordinance which allows maximum distances of 12" to 18" between the face of the monopole and the back ofthe antennas when down -tilting is employed. (d) Color: All antennas will be painted the same Java Brown color as the proposed monopole. 3. Tree conservation plan•content The locations ofproposedtreeprotectionfencingareshownontheErosion & Sediment Control & Grading Plan Sheet ES-1. Prior to the approval of a building permit, Verizon will also provide a tree conservation plan that has been Verizon PWSF (Wild Turkey — Cross Property) 2 prepared by a Certified Arborist. As standard practice, the designated arborist has not issued written conservation plan letters until after they have had the chance to review Verizon's Final Construction Drawings / Site Plan and visit the site. The final issued letters often provide recommendations for any post -construction tree care techniques in addition to granting approval for all proposed land disturbance techniques, vegetation protection fencing locations, andotherdesignelementsthatmightaffectthehealthoftreesthatsurroundthissite. 4. Creation of slopes steeper than 2:1. Upon the completion ofthis project, none ofthe remaining slopes will be greater than 2:1 as a result of construction and land disturbing activities for the proposed facility. 5. Ground equipment shelter; fencing. Verizon is proposing the installation of a 8-foot high wooden stockade fence in order to prevent trespassing, while also providing additional screening the from nearby properties during the fall and winter. The location and design details of the proposed screening fence are provided in the construction drawings /site plan being submitted with this application. 6. Screening and siting to minimize visibility. Although the facility will be located twenty-eight (28) feet five (5) inches from the right-of-way line for Rockfish Gap Turnpike (Route 250), there are mature trees along the north property line that will screen views of the monopole from Route 250 and the adjacent properties to the north. Mature trees on the property will screen the tower from the neighboring property to the west, and VZW will be adding screening trees along the west property lines. Two trees southeast of the proposed site will be removed in order to install the PWSF and related access. Based on the results of the balloon test conducted on January 16, 2020, the site shall be adequately screened and sited to minimize visibility along Route 250, which is both an Entrance Corridor and state -designated Scenic Byway. Views of the top of the facility are expected to visible from only a few locations at a distance. 7. Open space plan resources. Aside from the fact that this site in the Entrance Corridor Overlay District, which requires the need forArchitectural ReviewBoardapproval, Verizonhas identifiedno otheropenspace, natural,man-made or other specifically identified resources that would be adversely impacted by approval of this application. S. Horizontal separation of multiple facilities TheproposedPWSFwill bec*the3rd facility located on the property and will meet the two hundred (200) foot radius required for horizontal separation of multiple facilities. 9. Diameter ofmononole. Asindicatedintheattachedconstructiondrawings, Verizon'sproposedmonopolewill bedesigned and constructed so that it is 30 inches at its base and tapers to 18 inches at itstop. 10. Height ofmononole. At 116.7feet tall (784 feetAboveMeanSeaL.evel-AMSL),theproposedmonopolewill be approximately 10 feet above the top elevation ofthe reference tree, which is identified as a 24" diameteroakthat is l l3 feettall (774 feetAMSL), andhas adrip linethatis25 feet south of where the monopole will be installed. 11. Color of monopole antennas and equipment. The monopole and all antennas will be painted Sherwin Williams Java Brown #6090, a color that has beenapplied Verizon PWSF (Wild Turkey —Cross Property) 3 topi-eviously approved TierlI and treetop PWSF monopoles inAlbemarle County. All ofthebase station equipment that is installed to support this facility will also be painted the same color and enclosed within a wooden screening and security fence as well. 12. Placement of cables, wires and similar attachments Theproposed monopole will be designed and constructed to contain all ofVerizon Wireless's coaxialandfiber optic cables thatwillrun fromtheground equipmenttoall antennas andtheir supporting devices. Section 5.1 40(c) - Applicability of other regulations in this chapter (Items 1 6)• 1. Building site exemption. Verizon acknowledges this exemption from the standard building site requirements for Personal Wireless Service Facilities. 2. VehicuIar access. Verizon will utilize the current paved existing access (Wild Turkey Lane) off of Rockfish Gap Turnpike (Route 250) and no improvements will be required at this time. 3. Setbacks. Verizon has selected a location for this proposed monopole that is approximately 136 feet (116%ofits height) away from the nearest boundary line to the weA 186 feet 1 inchto die westem property line and 1178 feet 9 inches to the soudie r pmpaty line. These setbacks exceed the minimum required setback distance for towers and similar structures, which is equal to 100% of the monopole's height from the parcel lines shared with adjoining parcels. The distance to the right-of-way for Rockfish Gap Turnpike (Route 250) is approximately 28 feet 5 indn. 4. Area, bulk, and minimum yards. Verizon acknowledges this exemption that allows relief to Personal Wireless Service Facilities from the standard area, bulk and minimum yard requirements. 5. Required yards. Verizon acknowledges this exemption that allows reliefto Personal Wireless Service Facilities from the required yard standards. 6. Site plan. Please referto the attached constructiondrawings with siteplan details andthespecifrcation sheets forproposed antennas and equipment that all demonstrate compliance with the Tier III PWSF criteria, set forth in Section 5.1.40(a)(4) - Plans and Supporting Documents. Any other supporting information that is deemed relevant to the requirements set forth in Section 32 of the zoning ordinance for site plans can be submitted upon request. Compliance with Section 33.40 of the Albemarle County Zoning Ordinance Section 33.40 B — Factors to be Considered for Special Use Permits. In acting on a special use permit the Board shall consider the following factors provided that the Board is not required to make specific findings in support of its actions 1. No substantial detriment: This proposal meets all the design criteria for a Tier II PWSF currently required by section 5.1.40 of the Albemarle County Zoning Ordinance. The property is screened by Verizon PWSF (Wild Turkey — Cross Property) 4 a large buffer of mature trees that will screen the facility from views from adjacent properties and Route 250. The PWSF is unmanned (no water and sewer) and only requires monthly trips by a technician to maintain the facility. Lastly, the PWSF will not requiring any lighting on the structure or emit noise or odors which would affect any adjacent property owners' quiet enjoyment of their property. 2. Character of the nearby area is unchanged: The area surrounding this facility is a mix of rural residential with large unimproved parcels being used for agricultural purposes, and single family residential units. Only one mature tree on the property is scheduled to be removed by the installation of this PWSF and its removal will not affect any views from adjacent properties as an already existing mature buffer currently exists. A mature tree buffer along Rockfish Gap Turnpike (Route 250) will remain unchanged and therefore the PWSF will be adequately screened from view for those traveling along the road. 3. Harmony: The RA (Rural Area) district was established to preserve agricultural and forestal land activities, water supply protection and conservation of natural, scenic, and historic resources. Per Section 10.2.1 — By right uses allowed include residential, commercial and outdoor uses including Tier I and Tier II PWSF (10.2.1(22)). The proposed Facility meets the design criteria of a Tier II facility, except the property is located within 200' of a state -designated Scenic Byway and therefore is within a defined "Avoidance Area," causing it not to meet the definition of a Tier II PWSF. A mature tree buffer along Rockfish Gap Turnpike (Route 250) will adequately screen the facility from the view of travelers along the Scenic Byway. In addition, the facility will increase access to public safety as demand and usage of the network has grown due to additional residential developments in the area. 4. Consistency with the Comprehensive Plan: Per the adopted Albemarle County 2015 Comprehensive Plan a Virginia Byway is an existing road with high aesthetic or cultural value leading to or lying within an area of historic, natural, or recreational significance. Rockfish Gap Turnpike (Route 250) is one such designated byway located in Albemarle County. The designation does not place restrictions upon properties located along the Byway, but the Zoning Ordinance provides by definition that a facility that would otherwise be classified as a Tier II PWSF will be classified as a Tier III PWSF requiring a special use permit. The PWSF meets the design criteria for a Tier II facility required by the Albemarle County Zoning Ordinance and the mature tree buffer located along the property line will further screen the PWSF view from passing vehicles. Therefore, the proposed PWSF is consistent with the current comprehensive plan. Conclusion: Approval of this PWSF application will contribute to the expansion of Verizon's coverage to the rural areas, existing and future residents and businesses in the nearby planned developments, as well as travelers on two majorroadways(I-64and US250). This facility will also help to reinforce network capacity and relieve some of the high levels of traffic that has been experienced at Verizon's existing neighbor facilities due to the increased demands for service in the nearby rapi*j1pwng development area. Installation of this PWSF will improve wireless coverage within an area of the county that experiences high levels of network traffic but is currently underserved, especially during times when network traffic peaks. The monopole tower serving this PWSF will meet the County's design preference for monopoles that extendjust above the treetops with dark brown finishes and well -screened base station compounds. Therefore, Verizon is confident Verizon PWSF (Wild Turkey — Cross Property) 5 that the proposed Personal Wireless Service Facility will meet the design criterianecessary for approval ofa Tier III facility, andthatit does not conflict with any ofthe goals and objectives set forth in the Albemarle County Comprehensive Plan. Sincerely, A-41-- Nathan Holland GDNsites Site Development Consultants to Verizon Verizon PWSF (Wild Turkey — Cross Property) 6 Verizon — Wild Turkey (Cross Property) — Balloon Test Photos Verizon — Wild Turkey (Cross Property) — Balloon Test Photos /A Verizon — Wild Turkey (Cross Property) — Balloon Test Photos TM I SITE INFORMATION PROJECT DESCRIPTION: RAWLAND: PROPOSED INSTALLATION OF TELECOMMUNICATIONS TOWER AND RELATED EQUIPMENT WITHIN SECURED COMPOUND. SITE ADDRESS: WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 LATITUDE (NAD 83): 380 3' 14.0503" LONGITUDE (NAD 83): -780 39' 53.7307" GROUND ELEVATION: 667.3' ± (ASML) JURISDICTION: ALBEMARLE COUNTY ZONING: RA - RURAL AREA PARCEL ID #: 05700-00-00-041 LO PARCEL AREA: 6.0 ± ACRES PARCEL OWNER: ROBERT L & JEANNE K CROSS TRUSTEES OF THE CROSS LIVING TRUST 635 BOONE TRAIL CHARLOTTESVILLE, VA 22903 TOWER OWNER: VERIZON 1831 RADY COURT RICHMOND, VA 23222 STRUCTURE TYPE: HEIGHT OF STRUCTURE: RAD CENTER: OVERALL HEIGHT OF STRUCTURE: TOTAL LEASE AREA: AREA OF DISTURBANCE: POWER PROVIDER: TELCO PROVIDER: Z-1 TOPOGRAPHY: ES-1 TOPOGRAPHY: MONOPOLE 117.0'±AGL 113.0'± AG L 121.0'± AG L 900 SQ. FT. 3,335 ± SQ. FT. DOMINION VA POWER (866)366-4357 VERIZON (800)871-9244 ALBEMARLE COUNTY GIS 2018, 4' CONTOURS CAUSEWAY CONSULTANT'S SURVEY DATED 09/30/19 EMERGENCY INFORMATION: ALBEMARLE COUNTY FIRE & RESCUE: (434) 296-5833 ALBEMARLE COUNTY SHERIFF'S OFFICE: (434) 972-4001 PROJECT TEAM CONSTRUCTION MANAGER: NETWORK BUILDING & CONSULTING JOHN KIRBY (540) 280-9630 PROJECT MANAGEMENT FIRM: GDN SITES NATE HOLLAND (757) 305-8420 ENGINEERING FIRM: NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE SUITE 100 GLEN ALLEN, VA 23060 (804) 548-4079 m SITE NAME: WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY VICINITY MAP SCALE: 1" = 2000' C,apSp�z United States -VA c� e r. Mechum, River SITE SITE 0 z 2Sf LLJ DIRECTIONS DEPART GOODES BRIDGE RD TOWARD WALMSLEY BLVD. TURN RIGHT ONTO WALMSLEY BLVD. TURN RIGHT ONTO TURNER RD. TURN RIGHT ONTO US-360 E / HULL ST RD. TAKE RAMP RIGHT FOR VA-150 NORTH TOWARD POWHITE PKWY. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR VA-76-TOLL NORTH. ROAD RESTRICTED AT YOUR PLANNED TRAVEL TIME. KEEP LEFT TO STAY ON VA-76 N / BELTLINE EXPY. KEEP STRAIGHT ONTO 1-195 N. TAKE RAMP LEFT FOR 1-64 WEST TOWARD CHARLOTTESVILLE. AT EXIT 114, TAKE RAMP RIGHT TOWARD IVY. TURN RIGHT ONTO VA-637 / DICK WOODS RD. MAKE A U-TURN AT IVY DEPOT RD. TURN LEFT ONTO US-250 / IVY RD. KEEP LEFT TO STAY ON US-250. TURN LEFT ONTO WILD TURKEY LN. ARRIVE AT SITE ON THE LEFT. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. • 2015 INTERNATIONAL BUILDING CODE • ANSI/TIA-222-G • 2014 NATIONAL ELECTRICAL CODE • TIA 607 • 2015 NFPA 101, LIFE SAFETY CODE • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81 • 2015 IFC • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION • AMERICAN CONCRETE INSTITUTE • TELECORDIA GR-1275 • AMERICAN INSTITUTE OF STEEL CONSTRUCTION • ANSI/T 311 • MANUAL OF STEEL CONSTRUCTION 14TH EDITION Know what's mow. Call before you dig. DRAWING INDEX T-1 TITLE SHEET EE-1 EASEMENT EXHIBIT EE-2 EASEMENT EXHIBIT Z-1 2,000 TOPO BOUNDARY C-1 SITE PLAN C-2 ENLARGED SITE PLAN C-3 COMPOUND PLAN C-4 TREE INVENTORY C-5 TOWER ELEVATION DETAILS & NOTES C-6 MOUNT DETAILS S-1 EQUIPMENT MOUNTING DETAILS S-2 CONCRETE PAD DETAILS S-3 CONSTRUCTION DETAILS & NOTES S-4 CONSTRUCTION DETAILS S-5 GENERATOR DETAILS E-1 ELECTRICAL PLAN E-2 CONDUIT ROUTING PLAN E-3 PANEL SCHEDULE & ONE -LINE DIAGRAM E-4 ELECTRICAL RISER DIAGRAM & SERVICE ENTRANCE SCHEMATIC G-1 GROUNDING PLAN AND DETAILS G-2 GROUNDING RISER DIAGRAM & DETAILS ES-1 EROSION AND SEDIMENT CONTROL & GRADING PLAN ES-2 EROSION AND SEDIMENT CONTROL NOTES ES-3 EROSION AND SEDIMENT DETAILS ES-4 EROSION AND SEDIMENT CONTROL DETAILS I ES-5 EROSION AND SEDIMENT CONTROL DETAILS II DO NOT SCALE DRAWINGS THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36". CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DESIGNER / ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. rr LU LU z c� z w z J Q z O Q 0 z LU I— O U LU Ir z (.O U5 LU 0 o_ J Q z O LU LL m a- m LU LU Z_ CO z LU LU J f— w LU m LU m z LU U) TOTALLY COMMITTED. NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizom/ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD US REV DATE DESCRIPTION BY �o��ti Pl T H p p GI�C 2 v Y JOHN A. DAUGHTREY III Lie, No. 0402052122 04/20/2020 �4Q . SSIONAL ECG` JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 TITLE SHEET T=1 50 RoU�E 2 DPP oc��I5N R \ PROPOSED LESSEE 30' x 30' LEASE AREA P.O.H. MAG NAIL(F) IN PAVED DRIVEWAY ROBERT L. & E NNE K. CROSS TR. OF CROSS LIVING TRUST N 74'04 g1I \ \.�s \ PARCELD 05700 —0-10 041LO PARCEL \ r �I \ / PROPOSED 20LESSEE INGRESS \ \ / UTILITIES EASEMENT o , i i i N/F N/F ROBERT L & )EANNE K CROSS JOHN & MAEVE OVER TON TR. OF CROSS LIVING TRUST D.R 5075, PG. 390 \ D.& 3806, PG. 391 \ PARCEL ID 05700-00-00-047GO PARCEL 1D 05700-00-00-041LO \PARCEL X" \ \ EGRESS PARCEL 'X" SHOWN PER O.B. 1055, PC. 236 AS RESERVED FOR DEDICATION UPON DEMAND OF THE COUNTY LINE TABLE LINE BEARING DISTANCE L 1 N 28"29 '07" E 21.28' L2 S 4131'12" E 16348.' L3 N 44'06'05" E 172.63" L4 N 07°3624' W 9.71' L5 N 48'4945" W 80.51' L6 N 67*21'33" E 21.51' L7 S 48°49'45` E 87.90' L8 S 01'3624- E 26.88' L9 S 44'0005" W 142.65' L70 N 47'3112" W 777.79' L 7 7 1 N 2838 27- W 30.00' L 12 IN 61 21 33" E 30.00 L13 IS 283827- E 30.00" L 14 IS 61'21 33" W 30.00' GRAPHIC SCALE 1 "=40' 0' 40' 80' 120 I Na♦• : z TOTALLY COMMITTED. NR+C ENGINUMNGSERVICES, LLC. verizon/ 1831 RADY COURT RICHMOND, VA 23222 z WILD TURKEY NB+C PROJECT#100374 #426 ROCKFISH GAP TURNPIKE z CHARLOTTESVILLE, VA 22903 U, ALBEMARLE COUNTY REVISIONS 1 19migI REV. EASE RW 0 8I8/19 EASEMENTS IBIT RW DATE I DESCRIPTION OBERT T. WILLIAMS, JR.a LIC. No. 002551 N9-30-2019 !�D SURNEy�� D�ausew P.C. LOnd Surveyors VA&NC I I � .t v o eox Isass VP. 23128 y eConsultants. ONE75E, PHONE: ]SI-1B2-04]4 P o.�ar... wmiwrs .c mie II EASEMENT EXHIBIT EE-1 EXHIBIT NOTES 1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C. P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 757-482-0474. SURVEY DATE: JULY 15, 2019. 2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC GPS OBSERVATIONS, POST PROCESSED THROUGH NOAA'S OPUS WEBSITE AND CONVERTED TO NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND HORIZONTAL COORDIANTES, RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS CORPSCON SOFTWARE, VERSION 6.01 AND PUBLISHED BENCHMARKS. 3. NO SUB —SURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. THIS EXHIBIT DOES NOT GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT MISS UTILITY AT 1-800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF UNDERGROUND UTILITIES. 4. THIS EXHIBIT WAS DONE WITH THE BENEFIT OF A TITLE REPORT BY US TITLE SOLUTIONS, FILE No. 63455—VA1906-5010, REP. No. 18082-2nd PARCEL, DATED JUNE 19, 2019. 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 6. THIS EXHIBIT DOES NOT REPRESENT A BOUNDARY SURVEY. THE RIGHT—OF—WAY, PROPERTY LINE AND/OR EASEMENTS SHOWN HEREON REPRESENT A COMPILATION OF RECORDED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS. 7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE WITHIN FLOOD ZONE "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY — NATIONAL FLOOD INSURANCE COMMUNITY NUMBER 51003C-0245 D, DATED FEBRUARY 4, 2005. 8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS EXHIBIT. LEGAL DESCRIPTION PROPOSED LESSEE 30' x 30' LEASE AREA A PROPOSED LESSEE 30' x 30' LEASE AREA ON PARCEL "Y" AS SHOWN ON THAT CERTAIN MAP RECORDED IN DEED BOOK 1055 AT PAGE 234, OF RECORD IN THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, BEGINNING AT A MAD NAIL IN THE NORTHWESTERLY MOST CORNER OF PARCEL 'X` AS SHOWN ON SAID MAP, THENCE ALONG A TIE LINE N 74°04 21 " E A DISTANCE OF 13720' TO A POINT BEING THE TRUE POINT AND PLACE OF BEGINNING, LEGAL DESCRIPTION PROPOSED LESSEE 20' INGRESSJEGRESS AND UTILITIES EASEMENT A PROPOSED LESSEE 20' INGRESS/EGRESS AND UTILISES EASEMENT OVER AND ACROSS PARCEL X" AND PARCEL "Y" AS SHOWN ON THAT CERTAIN MAP RECORDED /N DEED BOOK 7055 AT PAGE 234, OF RECORD IN THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEMARLE COUNTY, VIRGINIA, 0 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, BEGINNING AT A MAG NAIL IN THE NORTHWESTERLY MOST CORNER OF PARCEL 'X" AS SHOWN ON SAID MAP, THENCE ALONG U.S. ROUTE 250, LOCALLY KNOWN AS ROCKFISH GAP TURNPIKE N 28°29"07" E A DISTANCE OF 21.28' TO A NAIL, THENCE LEAVING SAID U.S. ROUTE 250, S 41"31'12" E A DISTANCE OF 163.48' TO A POINT, THENCE N 44°06'05" E A DISTANCE OF 112.63" TO A POINT, THENCE N 01 °36 24' W A DISTANCE OF 9. 71 ' TO A POINT THENCE N 48'49 "45 " W A DISTANCE OF 80.51 ' TO A POINT, - THENCE N 61 "21 '33" E A DISTANCE OF 21.31 " TO A POINT, THENCE S 48°49'45" E A DISTANCE OF 81.90' TO A POINT - THENCE S 01 °36 24 " E A DISTANCE OF 26.88 " TO A POINT THENCE S 44`06'05" W A DISTANCE OF 142.55' TO A POINT - THENCE N 41°31'12" W A DISTANCE OF 177.79' TO A POINT WHICH IS THE POINT OF BEGINNING, HAVING AN AREA OF 7,955 SQUARE FEET OR 0.185 ACRES. 111 Na♦•C� TOTALLY COMMITTED. NR+C ENGINUMNG SERVICES, LLC. verizon/ 1831 RACY COURT RICHMOND, VA 23222 WILD TURKEY NB+C PROJECT#100374 #426 ROCKFISH GAP TURNPIKE 1ARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 1 19migI REV. EASE RW 0 18WI91 EABEMENTE HIBIT RW DATE I DESCRIPTION TH �RLIC9 T. WILLIAMS,025 THENCE N 28°3827"' W A DISTANCE of 30.00' TO A POINT, LIC. No. 002551 1 THENCE N 61°21 33'" E A DISTANCE OF 30.00' TO A POINT THENCE S 28"3827` E A DISTANCE OF 30.00' TO A POINT, 9-30-2019 THENCE S 67 °27 33" W A DISTANCE OF 30.00' TO A POINT Q qN0 WHICH IS THE TRUE POINT AND PLACE OF BEGINNING, HAVING AN AREA OF 900 SUR\,4 SQUARE FEET. D�ausewov Consultants. P.C. La nC Surveyors VA&NC Po eox IPa's � .t CNEEPPGNE, VP. 23328 y PHONE: ]SI-1B2-04]4 O'IX[w�ec�mvu�s e.c. m EASEMENT EXHIBIT w m z EE-2 VICINITY MAP TM O z w I(Illllll ll I I I \III III 1 \ \\\\_ \\ \ \ \ IIIlIIIIII Illl111 III IIIII\ �%/ /��/��✓%/ll///////�//�l/ll//I l I IIII/// / /\\`\/ \\\\\ f \� / / / / lL / 11Jllr///i//// '/ / - _ ��\���,1111I _ \\1 IIII10111 /� I I / I l /// / l / I/ / //// / �%�/% �/ l/11l1//I W l (I /// \ l\\ �f J 111 ///Jlllllj If \\\:\\ /_-_ 0I\I \�< 1 \ 711 11\\ \ \ \ I // \ ///�L'�i /Z/ 111 l /Q�= /'llll\�� �����^1 \�/ =-i/ -/,/// \\ Zj///////Il// l ,l �/ �'t11���/,--_////// /x 1( I\ N \__�1(\`---_=-_'i //jai/� \\\\\\`_ //l// I� 11 1 1 /IK/ \ I iiii IIIIIIIII /jam i \)IIII`i�-'\fix 4 _�� __, l Il _ii _ //l// �/ \\� \ �I I Jlllllr///Illy /%\\��\ �///����\���\\\ III IIIIIIIIIIIII\I\\\j1\\\\ \\ - - ////�\ / // //�// Jl\ \\��- I \\\/ii= ��0\\\\-- 1 1 //Illlll„// / I \III///// \ �; Illlll / / II /ll// �/ /// // // /ice /i/ //-��� -\ //Ilj��IIII`(\\\I 1 \ I \ I \!\\\\�\\\\\1\\\I\\1�r%/ice//�J//)►/// /1\���====/��/=%' /ice I)III1111111\\\1\ l �- //�' ///11\1\11I\\II r IIIIII IIIIII11I11I1I/I//I//J/ II� SEE SHEET C-1 FOR /�\ \ � mil-' ���1���l�Il/�� �J I1 DETAILS --\\/��Jii�// _IIIII \ ✓,/ \ /%- \\\U \ \ 1 I l / , _ I I �I(II(I\\IIIII\�(\ \ \\\ \\\ �l 11 ��/ll l l/ /i ,IIM III\I IIIII\\\\\�\ I(1111\__\ ��_�/III(II(IIIIII(II/IIIfIIIIUIII I II /IJIII�III\\\\\../�/li 111\�\\` - J,llllllllllllllllll/III�IIIIII II \\\\\` J1I11111\\\\\\\\�� iii/Illlll �i//illll�ljlll%�llllllll I II II \Q\ < \y / > \�\\ \ �/ \ / �\� ��\\ \\�\��\<<__ II \1 ���i 11 I \ I\ \ �\\\\�\�\�\� --Jul\\\���iill(II\\\\\\�-/%///// // 11 11 /\\\\\\\\\\\\ i / 1 / \\\\\\\ ��\\\\ _—/\\�� I \ --/ ////////// //// \ /r >�x\� \�\\\ \ NN N // N\X�\ /\\\\\\ x\Ax \\\ \ \ 11 \\\ -- /I/i X�\\` / \ 2018 4' CONTOURS /l \\ FROM ALBEMARLE COUNTY GIS \—�i�IIIIIIIIIII 11llllll111111111 ____ I /IIIII/ GRAPHIC SCALE 1 2,000' TOPO BOUNDARY ZDD D DD ZDD 400 600 Z-1 SCALE:1"=200' (IN FEET) 11NCH = 200 FEET O Sl SITE yi F Si 111J\i `�7-61Lu Y9. 31-]M ;p6 33U Y 3]-J9 f 3�7O 56 102 v.arc 3fi 3 `3 5, ;F3J GENERAL NOTES 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. LEGEND PROPERTY LINE — SUBJECT PARCEL PROPERTY LINE — ABUTTERS EXISTING ROAD EXISTING FENCE — — — — — — — PROPOSED EASEMENT PROPOSED LEASE AREA — — — — — — EXISTING EASEMENT PROPOSED FENCE EXISTING BUILDING Know what's mow. Call before you dig. m LLJ W z Z LJ z O Q CL O ILL LLI Iz 0 LLJ Iz z 0 U5 LLJ 0 a- Q J z O (/) w L- CE a- Ir LU Lu z z LU Lu J LU LU (n rr LU m LU C7 NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizom/ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 1 04/20/20 1 REVISED I CCC 4 1 03/09/201 REVISED I Pip 3 1 02/24/201 REVISED I Pip 2 1 12/04/19 1 REVISED I CCC 1 1 11/18/19 1 FINALS I CCC 0 10/30/19 PRELIMINARY CD LJS REV DATE DESCRIPTION BY of y r JOHN A. DAUGHTREY III Lie, No.0402052122 0 04/20/2020 �4�, SSIONAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 29000 TOPO BOUNDARY Z=1 VICINITY MAP TM '/, 0 / ZLLJ EXISTING FENCE , LINE (TYP) ~ v '� Ol izzziz'��tJEi izzzz Gp►Q ,� 7.y z z z z PERKSb EXISTING CARRIER FENCED COMPOUNDS W/ TOWERS / X k. G�P . �'/, '/, /, E(TYP OF 2) �i,zz/ /' � zzzz' zzzz iz VERIZON WIRELESS 30'x3O' 0 EXISTING / LEASE AREA FOR o OVERHEAD BUILDING (TYP) w , . SITE z TOTALLY COMMITTED. SBt 00A !IS !) LJ W NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 Ys '9 GLEN ALLEN, VA 23060 573. \ 428 804-548-4079 EQUIPMENT COMPOUND ' VERIZON WIRELESS 117' MONOPOLE TOWER WITHIN z//, zz /,/,/,/,/,/,/,/,i //////,/ //, ////, 30'x30' LEASE AREA � � , �. � ' " " ' / " " ' GENERAL NOTES N/F / TEMPLE HILL HOLDINGS LLC / 240 BROAD AXE RD EXISTING CRITICAL / / / / / / / / / / / / / / / / 22 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF X, SLOPES (TYP) CHARLOTTESVLLE VA, 903 RECORD. 0/� VERIZON WIRELESS 20' WIDE ACCESS AND UTILITY EASEMENT EXISTING TREE LINE (TYP) EXISTING PROPERTY ACCESS DRIVE EXISTING PROPERTY FENCE LINE N/F OVERTON, JOHN & MAEVE OVERTON 429 WILD TURKEY LANE CHARLOTTESVILLE VA, 2290J PARCEL ID #• 05700-00-00-041 GO ZONING- N/A ACREAGE.- 3.06E ACRES I -~ I I II I I I I \ l( I \ /I I/ EXISTING I/ RESIDENTIAL BUILDING I I DDRESS 804) ` '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, ', '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, ', '/, '/, '/, '/, '/, '/, z z / z z EXISTING TREE LINE (TYP)///z/z�ir�u�risT�Nc%z/////z////z//////z//////z//z////z z///z/ ZONING: N/A '/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,/,2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM ACREAGE: 87.31fACRES �////'''''''//i/'//iGi'Gii' THIS FACILITY. 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. /, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, /, '/, '/, '/, '/, '/, '/, /,/,/, '/,/, '/, '/, '/, '/, '/, '/,/, '/, '/, / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE x z z kzY,yzz z/zxz // xZ/,z0z z z z 0 z z z i/z z z WATER OR SANITARY SERVICE. ///// ///////// //////0 //////////////// 5. BUILDING AND ELECTRICAL PERMITS ARE REQUIRED FOR THE TOWER, z//z/z////' ////',',////////// /zz0z/zzzz/zz//zz0z/// ANY STRUCTURE GREATER THAN 150 SQ. Fr. HOUSING EQUIPMENT ///// ////////////////////0 AND ELECTRICAL SERVICE. '/, '/, '/, '/, '/, '/, ROBERT L & JEANNE K CROSS TRUSTEES OF THE CROSS LIVING TRUST \ /, , , , , , '/, /, '/, '/, '/, '/, 0 '/, '/, 0 '/, 0 '/, 0 '/, 0 '/, '/, 0 635 BOONE TRAIL CHARLOTTESVILLE, VA 22903 PARCEL ID : 05700-00-00-041LO ZONING: RS1 — RESIDUALI ACREAGE: 6.0t ACRES `'/, 100 YEAR FLOOD N/ F CROSS, ROBERT L & ✓EANNE K CROSS 0 z '/, 0 0 0 0 0 '/, 0 '/, '/, 0 0 0 '/, 0 / � '/, /, '/, '/, '/, '/, '/, '/, '/, '/, /, '/, '/, /. '/, / '/, / PLAIN TRUSTEES OF THE CROSS LIVING TRUST 635 BOONE TRL CHARLOTTESVILLE VA, 2290J /, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, Z '/, '/, '/, '/, '/, Z /, '/, '/, '/, '/, '/, '/, PARCEL 10 #• 05700-00-00-041K0 ZONING: N/A ACREAGE.• 15.0E ACRES '/, '/, '/,/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/,/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, '/, ��` '/, '/, '/, '/, '/, WATER PROTECTION ORDINANCE BUFFER ' GRAPHIC SCALE 1 SITE PLAN 50 25 SU '°° 200 C 1 SCALE: 1"=50' (IN FEET) 1 INCH= 50 FEET ZONING INFORMATION JURISDICTION: ALBEMARLE COUNTY ZONING: RA (RURAL AREA) DIMENSION REQUIREMENT PROPOSED t FRONT YARD SETBACK: SIDE YARD SETBACK: REAR YARD SETBACK: 75' 25' 35' 136'-0" 28'-5" 186'-1" LOT AREA: 6.0 t ACRES (ALL MEASUREMENTS ARE IN FEET t UNLESS OTHERWISE NOTED) I ■ verizonit J Q 1831 RADY COURT RICHMOND, VA 23222 z O WILD TURKEY o WILD TURKEY LANE z CHARLOTTESVILLE, VA 22903 Lw I I ALBEMARLE COUNTY 7; REVISIONS N ri O 1 1 5 1 04/20/201 REVISED I CCC U W 4 03/09/20 REVISED PJP Ir Z 3 02/24/20 REVISED PJP W 2 12/04/19 REVISED CCC 0 1 111/18/19 1 FINALS I CCC 0 10/30/19 PRELIMINARY CD US REV DATE DESCRIPTION BY a- TH OF G � I / \ ZU 9 O JOHN A. DAUGHTREY III Lic. No.0402052122 w �� 04/20/2020 �w tONAL L II W W JOHN A. DAUGHTREY III, P.E. z (3 1 1 VA PROFESSIONAL ENGINEER LIC. #052122 z W W J SITE PLAN W W co W m z cmi W /o VICINITY MAP TM Z / LLJ / ��� r►` \ 0 EXISTING FENCE / oe LINE (TYP) / •( / EXISTING REFERENCE TREE / 1� .0. � �GPQ / PRpPER ti 0141�S / % E/� 1�EXISTING CAIER FENCED 6 COMPOUNDSRW/ TOWERS (7YP OF 2) O N/F OVERTON, JOHN & MAEVE OVERTON 429 WILD TURKEY LANE CHARL07TE-SVILLE VA, 22903 PARCEL ID #• 05700-00-00-041GO ZONING: N/A ACREAGE.- 3 06f ACRES 1 ENLARGED SITE PLAN 20 C 2 SCALE: V=20' OVERHEAD UTILITIES VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD VERIZON WIRELESS 20' WIDE ACCESS AND UTILITY EASEMENT EXISTING PROPERTY ACCESS DRIVE EXISTING PROPERTY FENCE LINE GRAPHIC SCALE 0 10 20 40 (IN FEET) 1 INCH = 20 FEET 80 EXISTING BUILDING (TYP.) ROBERT L & JEANNE K CROSS TRUSTEES OF THE CROSS LIVING TRUST 635 BOONE TRAIL CHARLOTTESVILLE, VA 22903 PARCEL ID #: 05700-00-00-041LO ZONING: RS1 — RESIDUALI ACREAGE: 6.0t ACRES GENERAL NOTES 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. LEGEND PROPERTY LINE — SUBJECT PARCEL PROPERTY LINE — ABUTTERS EXISTING ROAD EXISTING FENCE — — — — — — PROPOSED EASEMENT PROPOSED LEASE AREA EXISTING EASEMENT PROPOSED FENCE EXISTING BUILDING Know what's nem. Call before you dig. rr w w z z w z U J Q 0 rr 0 O LLJ Iz z 0 U5 w 0 a- J Q z 0 Cf) C/) LLJ LL CE n cr W LLJ z_ 0 z LLJ w J w w c/) w w m z w C7 TOTALLY COMMITTED. NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizom/ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD LJS REV I DATE I DESCRIPTION I BY of r XAx u Y JOHN A. DAUGHTREY III Lie, No. 0402052122 PD 04/20/2020 �4� SSIONAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 ENLARGED SITE PLAN C=2 TN pHW • • Know what's below. Call before you dig. EXISTING FENCE 30' LEASE AREA/COMPOUND -----------------------------------------------------� PROPOSED VERIZON o WIRELESS EQUIPMENT PROPOSED VERIZON CABINET ON CONCRETE PAD J o o WIRELESS GPS ANTENNA a o 0 0 0 \\\F- uo 0 " Ix a Z U PROPOSED VERIZON a z WIRELESS ICE BRIDGE TO MONOPOLE TOWER M d N 10' CENTER OF MONOPOLE PROPOSED 5' j H—FRAME FOR POWER SUPPLY PROPOSED VERIZON WIRELESS j 25'X30' WOODEN FENCED COMPOUND"" EXISTING UTILITIES POLE TO REMAIN O\ O 0 O 0 0 0 o O PROPOSED VERIZON WIRELESS 117' MONOPOLE TOWER PROPOSED VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD 15' PROPOSED VERIZON WIRELESS 12' WIDE DOUBLE SWING ACCESS GATE 1 COMPOUND PLAN C_3 SCALE: 3/8" = V-0" 4' TO PAD PROPOSED VERIZON WIRELESS GENERATOR ON CONCRETE PAD 0 0 3' T =o co a I o . cI4 a 10 — o 4' TO PAD PROPOSED VERIZON WIRELESS MESA CABINET ON STRONGWELL ❑"w � M PROPOSED VERIZON "w ❑"w � WIRELESS DISCONNECT ❑"w ❑"w � GRAPHIC SCALE 2 0 1 2 4 8 (IN FEET) 3/8 INCH = 1 FOOT ,u,J EXISTING 0VERHEAD UTILITIES \ PROPOSED VERIZON WIRELESS 20' WIDE ACCESS/UTILITY EASEMENT Ir W W Z c� z W z O Q 0 z LLJ U) Q cr 0 U LLI Ir z 0 U) W 0 W U) J z O W U) W LL a. Ir LL1 W z_ C `5 z W LU J w W U) W m z w W U) TOTALLY C OMMMEIDDo NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizom/ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD LJS REV I DATE I DESCRIPTION I BY JOHN A. DAUGHTREY III Lic. No. 0402052122 �p 04/20/2020 �4v ��SSI�NAL E�O� JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 COMPOUND PLAN C=3 TM NOTE: �- 1. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. LLJ .Lu 2. CONSTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. ,.� Z 70TAL LY COMMITTED. 3. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED 6 / Z BY A CERTIFIED ARBORIST. AS REQUIRED BY SEC.5.1.40(C)(4). �. b��j- W NB+C ENGINEERING SERVICES, LLC. 4. TRIM EXISTING BRANCHES THAT ENCROACH INTO THE FENCED IN COMPOUND AREA. i -� I 4435 WATERFRONT DRIVE, SUITE 100 6 4 6 / GLEN ALLEN, VA 23060 i 185 -- 804-548-4079 187 O �0000P • EXISTING � i ' - REFERENCE TREE ' i O -� � 199 (11J.±AGL) i' ' go dP i 191 - 193 01B9 verm izon Q c 1st 195 ,.� J m Q 1831 RADY COURT Z 'dP 1999 ,� RICHMOND, VA 23222 �.. O / � 201 � L� 183 / 203 O z i'� �•'� O 205 � � 244 � O 207 79 Q WILD TURKEY p o WILD TURKEY LANE ,.�0 ` 242 o LL CHARLOTTESVILLE, VA 22903 ' 209 / 177 o 181 w ALBEMARLE COUNTY ' 000000 PROPOSED VERIZON 117' MONOPOLE TOWER V UJ � 213 � \_ � _ �,� i O 211 - / . -,0 175 p t 215 o REVISIONS -� \ �o \ MONN yEf ❑ /- -dP 027 �q Q 5 04/20/20 REVISED CCC U - \ \ EXISTING � 4 03/09/20 REVISED PJP o� \ \ TREE ,- 219 157 , \ \ (TYR.) 3 02/24/20 REVISED PJP '- /� F� \ \ \ \ LL❑ 2 12/04/19 REVISED CCC 221 ,� O �/ 159 ,�\, 173 1 11/18/19 FINALS CCC O 0 10/30/19 PRELIMINARY CD US 223 �°' \ \ O 171 ; O REV DATE DESCRIPTION BY 161 0225 \ \ 169 ,� \ , \a ' .0227 '\ `\ ` \.\ \ \ y' `� 01T H Op `\ 163 '�\ ' �Q ti v�? < o c O% f z \•, 167 ' - / ;.; ,, ,�'' O JOHN A. DAUGHTREY III C Lie. No. 0402052122 J InoN T04/20/2020 ♦��� /LLJ \ 229 `\ ° ' Q 0 SSI ONAL �tyG �1. % / ; / . / i ' i �\/ \ Q \ 240 j / j z JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 LLJ 1 PROPOSED EVERGREEN \, TREE (VIRGINIA CEDAR) \ (TYP. OF 4) j' \% / 6 9 Lu ~ W TREE INVENTORY 66CO _ w GRAPHIC SCALE m 1 TREE REMOVAL PLAN z D 6 2 24 49 z c 4 SCALE: 1" =12' Know what's below. C=4 1 INCHIN FEET) LLI FEET Call before you dig. � TREE INVENTORY NUMBER SPECIES CALIPER AGL HEIGHT CANOPY HEIGHT (155*) OAK 24" 86' 756' AMSL (157) OAK 24" 97' 762' AMSL (159) LOCUST 24" 81' 749' AMSL (161) LOCUST 36" 76' 744' AMSL (163) CEDAR 10" 43' 711' AMSL (167) PINE 15" 47' 721' AMSL (169) OAK 15" 64' 740' AMSL (171) OAK 12" 62' 742' AMSL (173) OAK 12" 65' 741' AMSL (175) LOCUST 12" 73' 750' AMSL (177) LOCUST 10" 57' 735' AMSL (179) LOCUST 10" 63' 740' AMSL (181) LOCUST 10" 60' 738' AMSL (183) OAK 50" 82' 762' AMSL (185) OAK 15" 99' 773' AMSL (187) OAK 36" 100' 773' AMSL (189) PERSIMMON 15" 90' 762' AMSL (191) OAK 20" 94' 764' AMSL (193) OAK 20" 80' 751' AMSL (195) OAK 20" 89' 759' AMSL (197) OAK 20" 113' 774' AMSL (199) OAK 24" 113' 774' AMSL (201) CEDAR 20" 41' 709' AMSL (203) OAK 10" 73' 738' AMSL (205) OAK 24" 85' 750' AMSL (207) OAK 12" 94' 753' AMSL (209) OAK 48" 106' 768' AMSL (211) OAK 15" 81' 742' AMSL (213) OAK 30" 120' 776' AMSL (215) OAK 15" 100' 753' AMSL (217) OAK 15" 85' 743' AMSL (219) OAK 20" 70' 721' AMSL (221) OAK 24" 94' 748' AMSL (223) OAK 24" 96' 754' AMSL (225) OAK 20" 74' 728' AMSL (227) OAK 24" 95' 751' AMSL (229) OAK 15 89' 747' AMSL (238) OAK 20" 81' 741' AMSL (240) OAK 20" 86' 749' AMSL (242) LOCUST 12" 75' 746' AMSL (244) LOCUST 18" 70' 741' AMSL *TOTAL TREES TO BE REMOVED: 1 155 NOTES: 1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD. 2. TREE DRIPLINES ARE DRAWN TO SCALE. 3. UNDERLINED TREE HEIGHTS HAVE BEEN CONFIRMED BY A THIRD PARTY TOWER CLIMB. GROUND ELEV. =0.0' AGL (661.0 AMSL) w Uj w O� mw U +1 Z w bof Iw w ow TOP OF PROPOSED VERIZON MONOPOLE ELEV.=117' AGL PROPOSED ANTENNAS (TYP. OF 6) PROPOSED SITE PRO 1-COMPACT MONOPOLE MOUNT PART # UWS6-NP (TYP. OF 2) PROPOSED OVP (TYP. OF 2) PROPOSED SITE PRO 1-RING MOUNT PART # UGLM-DCP PROPOSED VERIZON WIRELESS HYBRID CABLES TO RUN INSIDE MONOPOLE PROPOSED VERIZON WIRELESS 117' MONOPOLE TOWER EXISTING REFERENCE TREE (#199) 25' MAX TO DRIPLINE OF REFERENCE TREE PROPOSED OUTDOOR EQUIPMENT 0 1 ELEVATION 8 C 5 SCALE: 1/8" = V C�5 GRAPHIC SCALE 0 4 8 16 (IN FEET) 1 INCH = 8 FEET PROPOSED 2' LIGHTNING ROD, 1" DIAMETER BASE, TAPERING TO A POINT PROPOSED 3.5" SCH 40 PIPES. 18' LONG TO SPAN THE TWO SITE PRO 1-COMPACT MONOPOLE MOUNTS. PART # UWS6-NP (TYP. OF 6) PROPOSED OVERALL TOWER HEIGHT ELEV.=121 AGL 788.3 AMSL PROPOSED TOP OF TOWER ELEV.=117 AGL 784.3 AMSL PROPOSED VERIZON RAD CENTER ELEV.=113 AGL 780.3 AMSL PROPOSED RRH MOUNT CENTERLINE ELEV.=102 AGL 769.3 AMSL PROPOSED OVP MOUNT CENTERLINE ELEV.=94 AGL 761.3 AMSL PROPOSED 2" STD PIPES. 6' LONG. (TYP. OF 3) NOTE: ALL VERTICAL CABLES TO RUN INSIDE MONOPOLE FROM GROUND LEVEL TO ANTENNA ELEVATION 32 NOTE: 1. THE PROPOSED ANTENNAS & RRHs WILL BE PAINTED THE COUNTY APPROVED COLOR SHERWIN WILLIAMS JAVA BROWN #6090. 2. ANTENNAS WILL BE INSTALLED USING A MODIFIED FLUSH DESIGN WITH LOW PROFILE MOUNTING BRACKETS. NO POINT ON THE BACK OF ANTENNAS SHALL BE MORE THAN 18" FROM FACE OF MONOPOLE. PROPOSED SITE PRO 1-COMPACT MONOPOLE MOUNT PART # USW6-NP (TYP. OF 2) ELEV.=0.0" AGL (667.3 AMSL) 20POSED 117' MONOPOLE AZIMUTHS TBD crW go woN U)N Vl N PROPOSED VERIZON ANTENNA (TYP. OF 6) PROPOSED MONOPOLE MOUNT ANTENNA ORIENTATION PLAN AT 113' NTS GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION. 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA 222-G REQUIREMENTS. 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 10. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE APPLICANT & THE OWNER'S REPRESENTATIVE. 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. 13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR MODIFICATION OF THE EXISTING STRUCTURE, A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES. 14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 15. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 16. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. 17. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 18. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 19. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 20. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. NOTE: THE TOWER STRUCTURE HAS NOT BEEN EVALUATED BY NETWORK BUILDING AND CONSULTING ES AND WILL NEED TO BE ANALYZED WITH ALL PROPOSED LOADING BY A PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. • • Know what's below. Call before you dig. LLJ LLI z_ 3 z W z O Q CL O LL z_ LL U) ❑ O LU CE z C.7 UJ LI..I a_ U) J z O U) U) LI..I m a_ rr w uI z_ C `5 z w LIJ m D z LU TIM TOTALLY COMM TTIED. NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizonit 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD US REV I DATE I DESCRIPTION BY OF O JOHN A. DAUGHTREY III ,.� Lie. No. 0402052122 P 04/20/2020 SIONAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 TOWER ELEVATION, DETAILS &NOTES C=5 NOTE: TWO OF THESE MOUNTS ARE REQUIRED FOR THIS SITE. THE (6) 3.5" SCH. 40 X 18' LONG PIPE MOUNTS ARE SOLD SEPARATELY. THE PIPE MOUNTS WILL SPAN BETWEEN THE TWO COMPACT MONOPOLE MOUNTS AS SHOWN ON SHEET C-2 31TE PRO 1-COMPACT MONOPOLE MOUNT (PART # UWS6-NP) NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-COMPACT MONOPOLE MOUNT (PART # UWS6-NP) OR APPROVED EQUIVALENT ANTENNA & RRH MOUNT DETAIL GY8L•14= R11.9 PROPOSED 117' MONOPOLE PROPOSED VERIZON WIRELESS OVP (1 TOTAL ON TOWER) SITE PRO 1-RING MOUNT (PART # UGLM -DCP) ° APPROX TRUE NORTH PROPOSED OVP ORIENTATION PLAN - 95' MOUNT CENTER NTS (3) PROPOSED 2" STD PIPES. 6' L OR SITE PRO 1-R (PART # UGLM-DCP) NOTE: CONTRACTOR TO PROVIDE SITE PRO 1-RING MOUNT (PART # UGLM-DCP) OR APPROVED EQUIVALENT 2 OVP MOUNT DETAIL C_6 SCALE: NTS COMPACT DUNT (PART (12 TOTAL ON TOWER) PROPOSED RRH ORIENTATION PLAN - 102' RAD CENTER NTS APPROX TRUE NORTH 15.73" RAYCAP OVP BOX #RHSDC-3315-PF-48 LUB (12 TOTAL ON TOWER) PACT f (PART PROPOSED RRH ORIENTATION PLAN - 102' RAD CENTER .IR APPROX TRUE NORTH m LLJ w z_ C� z w z O Q 0 LL z w U) If 0 w Ir z 0 U) w U) J z O C/) LLJ LL Ir w w z_ C `5 z w w J w LLI rr LL1 m z LLJ U) TM TOTALLY COMWTTED. NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizonv 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 1 04/20/20 1 REVISED I CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 1 12/04/19 1 REVISED I CCC I 1 11/18/19 I FINALS CCC I 0 10/30/19 1 PRELIMINARY CD LJS REV I DATE I DESCRIPTION I BY T H OF G/ O� �C JOHN A. DAUGHTREY III ,a Lie. No.0402052122 04/20/2020 v SS/ ONAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 MOUNT DETAILS C=6 TM 1 RESERVED SPACE FOR CHARLES CABINET 18%18" HOFFMAN BOX 24" WIDE ICE BRIDGE OVER H-FRAME EQUIPMENT AS NEEDED ON THIS SIDE MOUNT LIGHT SWITCH W/ TIMER ON END POST 24" WIDE ICE BRIDGE OVER H-FRAME EQUIPMENT SWITCH/TIMER CHARLES CUBE #RL1003C-A EXCHANGER (120V) W/ TF UPS PART #SM150ORMXL2UTP 18"xl8" HOFFMAN 10' (H-FRAME W/ICE BRIDGE) PROPOSED VERIZON WIRELESS GPS ANTENNA ATS/AC ILC 10' (CONCRETE PAD) EQUIPMENT PROPOSED VERIZON WIRELESS 4'X10' H—FRAME POST #1 CONCRETE PAD FOR EQUIPMENT D v.. D v Dv° Q D v a D D . LJ ° D °. D v p P U v Z OVP 6 v. o o D b .° Dv p ° v 61, / PROPOSED EQUIPMENT CABINET i i L / (4) 1"0 ANCHOR HOLES FOR 5/8" EXPANSION = ANCHOR BOLTS O� L 1 EQUIPMENT LAYOUT PLAN S-1 NTS REAR 6"X18" CONDU STUB -UP OPENIN 2 1 H-FRAME RISER DETAILS S_1 NTS OVP 6 FRONT VERIZON WIRELESS EQUIPMENT: — CHARLES INDUSTRIES CUBE—SS4B231PX2 EQUIPMENT CABINET WITH BATTERY CABINET INCLUDED NTRACTOR PROVIDED EQUIPMENT: * THIS IS NOT A COMPREHENSIVE LIST. IT SHOULD BE ASSUMED BY THE CONTRACTOR THAT ALL OTHER ITEMS DETAILED IN THIS SET OF DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR. — 26.2" WIDE X 78" TALL X 12.3" DEEP, ASCO D300L SERIES POWER TRANSFER LOAD CENTER MODEL AA300G-1PH—N-3R — INTEGRATED LOAD CENTER 'ILC" WITH COMBINATION PADLOCK. — 22" WIDE X 26" TALL X 20" DEEP, CHARLES INDUSTRIES CUBE—RL1003C—A W/ HEAT EXCHANGER (120V) W/ TRIPP—LITE UPS PART #SM150ORMXL2UTAA INSIDE (ONLY REQUIRED WHEN VzT PROVIDES LIT FIBER. UTILITY COORDINATOR MUST VERIFY IF THIS IS NEEDED) — RAYCAP OVP-6 (RCMDC-3315—PF-48) — COORDINATE ADDITIONAL ENTRY GATE LOCK(S) WITH CONSTRUCTION MANAGER. NOTES: 1. SEE SHEET E-1,E-2 & E-3 FOR FOR CABLE/CONDUIT ROUTINGS. 2. BOTTOM OF OVPs SHALL NOT EXCEED 36" ABOVE FINISHED GRADE. EQUIPMENT H-FRAME POST #1 SWITCH/TIMER CE W Lu Z c� Z LLJ z O Q CL O LL z II CfD 0 CE O U Lu z 0 7 LLJ 0 D- Q cn J z O m c/) LL I LL O rr n rr J J z_ C `5 z J J J w LLI rr- w m z W (n TOTALLY COMMT71M. NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizonl/ I 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD LJS REV DATE DESCRIPTION BY o �,J L) JOHN A. DAUGHTREY III Lic. No. 0402052122 Pp 04/20/2020 JOHN A. DAUGHTREY III, P.E. I VA PROFESSIONAL ENGINEER LIC. #052122 EQUIPMENT MOUNTING DETAILS Smi 10'-0" (H-FRAME W/ICE BRDIGE) 6" 3'-0" 3'-0' 3'-0 6 O I N F 0 I N 0 I 12"0 H-FRAME FOUNDATION (SEE 3/S-4 FOR DETAILS) EQUIPMENT H-FRAME POST #1 10'-0" (CONC. PAD) a. • • s 4. ♦' ' . ° "..il A:... ° 44. •a .a • •1 .v• • �. .E .. EQUIPMENT CABINET N (4) 1 "0 ANCHOR HOLES FOR 5/8" EXPANSION ANCHOR BOLTS 1 EQUIPMENT PLAN S 2 SCALE:NTS N L_ 10,-0" - 6" �— 3'-0" - 3'-0" 3'-0" ---� 6" POST (TYP) 24" WIDE ICE BRIDGE UNISTRUT PIPE/CONDUIT CLAMP P1119 OR 02558-35 (GALV.) (TYP). FOLLOW MANUFACTURER RECOMMENDATIONS FOR BOLT TORQUE uj Q P1000 1 5/8" X 1 5/8" 12 GAGE CHANNEL STEEL UNISTRUT (TYP) m PIPE 3 STD 13'-4" V) LONG ICE BRIDGE POST (TYP) O of P2860-10 END CAP (TYP) O EQUIPMENT H-FRAME POST #1 (CLOSEST TO BTS EQUIPMENT PAD) af uj N 0 FINISH SUBGRADE 00 II° u . u a a �+ 1'-0"0 CAST -IN -PLACE 4000 PSI (TYP) CONCRETE FOUNDATION (TYP) 2 H-FRAME DETAIL S 2 NTS 10' #4 AT 12" O.C. EACH WAY FOR GENERATOR PAD. SEE 2/S-3 PROPOSED VERIZON 3" FOR EQUIPMENT PAD SPACING 10'X4' CONCRETE PAD #4 REBAR W/ 3" CLEAR FROM (TYP.) (TYP. TOP AND BOTTOM) (4,000 PSI CONCRETE) EDGES (TYP. TOP & BOTTOM) (4,000 PSI CONCRETE) Q d O Otl e ad N NOTE: THIS DESIGN ASSUMES A A 1- . d.� � _ _ _ _ _ _ _ —F — — —F-- � � � I a .h I �' N _j 2000 psf SOIL BEARING PRESSURE o � d . a d 41 Ia. 00 I`° el d a i a I I I e d f l--d—_I�—._�I—e---I9—.—a r--a-1--a--�a——4 —.—I4 Q°d 1 Ia a' 1 1 I.4.. If p =tea I I `' W °� d d O O o O d.1 I d I � Ih � 'a a M 00 U) —fiP-<—d �,I aad_IIa—a d d I a I' I I_ d e < d a a is 'd. I I ° • °. a ° V,. �° v . ° •\���/� O d. d 1 I I �����\���/���� 7- 4 I ad 41 ad I L-��---�a ���--)-.a v COMPACTED #57 GRAVEL °- el -a. ------I-----° a_-1-J, d Q d O 9 EQUALSPACESAT V-0" 6" 4 CONCRETE PAD FOUNDATION M S 2 SCALE:NTS 3 CONCRETE PAD DESIGN S 2 SCALE:NTS 8" MIN. FILL VOID WITH #57 GRAVEL NEW CONDUITS 1Q" Co COMPACTED #57 GRAVEL GENERATOR CONDUIT ROUTING DETAIL SCALE:NTS "HILTI" KWIK BOTL 5/8"0 STAINLESS STEEL EXPANSION ANCHOR BOLT ° r 11/16"0 DRILLED HOLE d EXPANSION ANCHOR DETAIL S 2 ) SCALE:NTS CONCRETE GENERAL NOTES 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND TO THE PROJECT SPECIFICATIONS. 2. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. 3. PROVIDE AIR ENTRAINMENT OF 4 TO 6 PERCENT IN ALL EXPOSED CONCRETE WORK WITH AIR -ENTRAINING ADMIXTURE COMPLYING WITH ASTM C 260. AT TROWEL -FINISHED FLOORS, DO NOT EXCEED AIR -ENTRAINMENT CONTENT OF 3 PERCENT. 4. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 5. ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A. 6. FLOOR SLAB TOLERANCES TO ASTM E1155; SPECIFIED OVERALL MINIMUM VALUE OF FLATNESS F F=25 WITH LOCAL MINIMUM F F=17, AND MINIMUM VALUE OF LEVELNESS F F=20 WITH LOCAL MINIMUM F I AND F F WITHIN 72 HOURS OF SLAB CONSTRUCTION. 7. CABINETS ON SLAB (IF APPLICABLE). ALLOWABLE CAPACITY OF CONCRETE USED IN DESIGN MIN. 3500 PSI. FOUNDATION NOTES: 1. DESIGN INFORMATION AND GENERAL REQUIREMENTS 1.1 CODES A. DESIGN CONFORMS TO INTERNATIONAL BUILDING CODE 2015. B. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318-24. 2. EARTHWORK 2.1 FOUNDATIONS A. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON (UNDISTURBED RESIDUAL SOILS/COMPACTED STRUCTURAL FILL), CAPABLE OF SAFELY SUPPORTING A NET ALLOWABLE BEARING PRESSURE OF 2000 PSF. IF FOUNDATION CONDITIONS PROVE UNACCEPTABLE AT ELEVATIONS SHOWN, EXCAVATION SHALL BE CARRIED DEEPER AND SHALL BE BACKFILLED WITH LEAN CONCRETE TO PLAN FOOTING BOTTOM, OR REDESIGN OF FOUNDATIONS WILL BE REQUIRED AT THE DIRECTION OF THE ENGINEER. B. DESIGN, FURNISH AND INSTALL ALL TEMPORARY SHEETING, SHORING AND DRAINAGE NECESSARY TO MAINTAIN THE EXCAVATION AND PROTECT SURROUNDING STRUCTURES AND UTILITIES. C. THOROUGHLY COMPACT ALL BOTTOM OF FOOTINGS PRIOR TO PLACING ANY CONCRETE. 3. CONCRETE 3.1 FORMWORK A. CONCRETE CONSTRUCTION SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL, CONCRETE FOR BUILDINGS," (ACI 301-89). B. FORMWORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 3.2 REINFORCEMENT A. REINFORCING STEEL ASTM A615, GRADE 60. WELDED WIRE ASTM A185 (FLAT SHEET). LAPS 40 BAR DIAMETERS UNLESS NOTED. BARS SHALL BE SECURELY HELD IN ACCURATE POSITION BY SUITABLE ACCESSORIES, TIE BARS, SUPPORT BARS, ETC. HOOK LENGTHS SHALL BE 12 BAR DIAMETERS. B. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED. FOOTINGS & SLABS CAST AGAINST GROUND . . . . . . . . 3" CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER AT BARS GREATER THAN #5 . . . . . . . . . . . . . . . . . . 2" AT BARS #5 OR LESS . . . . . . . . . . . . . . . . . 1-1/2- CONCRETE NOT TO BE EXPOSED TO GROUND OR WEATHER BEAMS, GIRDERS & COLUMNS . . . . . . . . . . . . . 1-1/2- SLABS & WALLS . . . . . . . . . . . . . . . . . . . . . .3/4" 3.3 CAST -IN -PLACE -CONCRETE A. MINIMUM 28 DAY CYLINDER STRENGTH AND MAXIMUM SLUMP, PRIOR TO ADDITION OF SUPER PLASTICIZERS, AS FOLLOWS: F'C PSI SLUMP CLASS I FOOTINGS . . . . . . . . . . . . . 4000 3" CLASS II FOOTINGS . . . . . . . . . . . . . 4000 3" CLASS III INTERIOR ELEVATED . . . . . . . 4000 4" SLABS & WALLS CLASS V OTHER WORK . . . . . . . . . . . 4000 4" CLASS VI LEAN CONCRETE FOR OVER EXCAVATION OF FOUNDATIONS . . . . . . 2000 N/A B. MIX DESIGN TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 5. NO CALCIUM CHLORIDE OR ADMIXTURE CONTAINING CHLORIDES SHALL BE USED IN ANY CONCRETE. C. COARSE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33 SIZE #57. COARSE AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C330 GRADED 3/4" TO 1/4". D. COLD WEATHER PLACEMENT SHALL COMPLY WITH ACI 306.1 E. HOT WEATHER PLACEMENT SHALL COMPLY WITH ACI 305 R. F. CHAMFER ALL EXPOSED EDGES 3/4". G. THE MAXIMUM TEMPERATURE OF ALL CONCRETE AT DELIVERY TO THE SITE SHALL BE 85•F, TOTAL DELIVERY TIME SHALL BE LESS THEN 75 MINUTES. m LLJ LLI z z LLJ z O Q O LL z w co O U Lu Ir z 0 co Lu a_ J z O U) LLJ LL m 1Z rr w w z_ C `5 Z LL W J LLJ LLI TIM TOTALLY COMWTTED. NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 venzonv#/ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD US REV I DATE I DESCRIPTION I BY OF 70 I O JOHN A. DAUGHTREY III ,.� Lie. No. 0402052122 04/20/2020 SIONAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 CONCRETE PAD DETAILS S=2 PROPOSED MONOPOLE ROUTE CABLES UP THROUGH POLE TO RAD CENTER PROPOSED GROUND BAR STRAPPED TO POLE STRUCTURAL NOTES 1. DESIGN REQUIREMENTS PER INTERNATIONAL BUILDING CODE 2015 AND THE ANSI/TIA-222—G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASUREMENT AND FROM THE EXISTING STRUCTURAL DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. 3.STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS — ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC CODE FOR STANDARD PRACTICE. 4.STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 5. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE — STEEL WELD ELECTRODES SHALL BE E70XX. 6. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 7.ALL THREADED STRUCTURAL FASTENERS AND THREADED ROD FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. 8.NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY TRUE NORTH AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. PROPOSED COAX/HYBRID CABLE (TYP.) NOTE: THIS VIEW IS FOR GENERAL CABLE ROUTING DETAILS ONLY. REFER TO 2/S-1 FOR SPECIFIC H—FRAME EQUIPMENT LAYOUT. PROPOSED VERIZON EQUIPMENT H—FRAME PROPOSED VERIZON ICE BRIDGE EQUIPMENT ELEVATION a&` �0— 24" WIDE GALVANIZED WAVEGUIDE CHANNEL W/ 11/16"0 HOLES CUT TO SUIT (TYP. OF 2) 5/8"OX2'—O" THREADED ROD W/ NUTS & OVERSIZED WASHERS (TYP OF 2) UNISTRUT CABLE SUPPORT ® 3'-0" OC MAX OR APPROVED EQUAL CABLE SUPPORT SECTION NTS 0 PROPOSED OVP ( 2 � H-FRAME SIDE ELEVATION NTS E ICE BRIDGE ACH SIDE TED BY 2 POST MIN.) 1 5/8" STEEL OST (TYP) TIM m w LLJ TOTALLY CO[``ilM17TEDD z Lu NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 ■ verizonvl J (Z Q 1831 RADY COURT RICHMOND, VA 23222 Q WILD TURKEY CL WILD TURKEY LANE u- CHARLOTTESVILLE, VA 22903 0 z Lu I I ALBEMARLE COUNTY REVISIONS 0 0= O 5 04/20/20 REVISED CCC U 4 03/09/20 REVISED PJP WAVEGUIDE BRIDGE KIT OR `L 0= APPROVED EQUAL z 3 02l24/20 REVISED PJP WQ 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD US 5/8"0 REV DATE DESCRIPTION BY THREADED Ll I ROD — 18" LONG ALL THREAD SAFETY D— CDAUGHTREY CAPS 5/8"0 G0f1 3.5"0 SCH 40GALVANIZED <vSTEEL PIPE Q REY III� 2122W0 wLL z_all ECG` a Ir CROWN w FOOTING z JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 -III III -III I__III-_III= w -1 I 1=1 I 4 III=1 1= I i I I I I a, W 3000 PSI MIN. 19- CONCRETE CONSTRUCTION d 1 1 FOOTING Lu DETAILS & NOTES Lu i �QLua ., 0f) NOTE: a `-- ALL SUPPORT POSTS a MUST BE GROUNDED tr Lu m 4 CABLE BRIDGE DETAIL z S 3 NTS ITj S=3 Lu UNDISTURBEC SOIL MR a ih Ll V-6" (TYP.) 2-GANG METER BANK H-FRAME NTS BOARD -ON -BOARD WOODEN FENCE INTERMEDIATE, GATE & CORNER POSTS BOARD ON BOARD 8' WIDE GATE LEAF 8'-0" are ® O PULL SLOT 0.5 CDF SKID RESISTANT SURFACE COVER 1 on III III III —III o ° Ica, —I—I=1=III � I—III—III=I I I II—III=III—III=11I `°. m" CONCRETE RING AROUND BOX COMPOSOLITE BOX AND COVER COMPACTED EARTH NOTES: 1. CONCRETE ENCASEMENT TO BE 3,000 P.S.I. MINIMUM. 2. CONCRETE ENCASEMENT RING DIMENSION, D, TO BE EQUAL TO DESIGN PAVEMENT DEPTH. 3. PAVEMENT AND SUBGRADE TO BE AS SHOWN ON THE ENGINEERING PLANS. 4. QUAZITE DOES NOT RECOMMEND THE USE OF CONCRETE OR POLYMER CONCRETE BOXES IN HIGH VOLUME TRAFFIC APPLICATIONS. ACTOR TO ORDER HANDHOLE TH THE CORRECT NUMBER ZE OF KNOCKOUTS NEEDED. BOX INSERTS (4) 2. VERIFY DIMENSIONS OF UNIT. CONCRETE FOOTING (4000 PSI O 28 DAYS, PORTLAND CEMENT CONCRETE) 1 5/8"0 PIPE FRAME GATE WITH MECHANISM 1 5/8"0 PIPE FRAME GATE WITH MECHANISM GALVANIZED MUSHROOM STOP 'I I SEE 4/S-2 FOR DETAILS ; I —I I` ion ' I E 8'-0" 16'-0" FRONT GATE TYPICAL FENCE AND GATE DETAIL NTS 2 HANDHOLE DETAIL S-4 NTS STOCKADE WOODEN FENCE 12' (3) INDUSTRIAL MALLEABLE IRON OFFSET PIN HINGES PER GATE PANEL 20 (TYP) GRADE 6' MAX 3 TYPICAL GATE DETAIL S-4 NTS 8'-0" O.C. (MAX.) 6"X6" PRESSURE TREATED WOOD POST (TYP.) 1/2" CROWN FOR DRAINAGE 2" GAP BETWEEN EXTEND STONE 1'-0" WOOD PANEL AND GRAVEL I.: BEYOND FENCE ON ALL 4 SIDES u DRILLED PIER 4000 PSI CONCRETE. EMBEDDED PORTION OF ALL POSTS SHALL BE GENEROUSLY COATED WITH WOOD PRESERVATIVE FENCE & GATE NOTES: 1 PROVIDE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD 2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS 3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD 4. GATE TO BE SECURE WITH A MULTI -LOCK SYSTEM TO PREVENT UNAUTHORIZED ACCESS TO TELECOM FACILITY. MESA SPAN AMP FUSIBLE ;ONNECT CUSTOMER ACCESS BOX CUSTOMER ACCESS CONDUITS 1/2-13 UNC X 1-3/4 STAINLESS STEEL HEX HEAD CAPTIVE BOLT (TYP OF 2) 5/8" X 1" THRU SLOT WITH 1-1/4" X 1-5/8" X 1/2" DEEP C'BORE (TYP OF 2) 1/2" STAINLESS STEEL FLAT WASHER (TYP OF 2) SKID RESISTANT SURFACE MS-86 1" X 4" PULL SLOT WITH 1/4" CENTER PIN (2) 1/2" PAL NUT (TYP OF 2) 24" CABLE RACK (TYP OF 3) n � , �o 22" CABLE RACK (TYP OF 4) / 4" X 4-1/2- X 9" MOUSEHOLE KNOCKOUT (2 EACH END WALL) QUAZITE LOGO FULL COVER P/N PG3660C527VY COVER GUARD STRUT (TYP OF 2) `o �� BMT BRACKET 0 n 1/2" THRU HOLE (FOR EXCESS GROUND RIBBON) TERMINATOR FOR 4" CONDUIT (TYP OF 8) 4 MESA CABINET DETAIL S-4 NTS 6" AASHTO #57 CLEAN STONE _r FENCE LINE 1' - _— — III-1 I- i' IIIIIIIIIIIIIIIII IIIIIIIII L MIRAFI 50OX GEOTEXTILE FABRIC GRAVEL COMPOUND DETAIL NIS w w z z w O U w Iz z U) Lu a- J Q z O Cn Lu LL m w Lu J Lz W Lu U) w m z LLI TM 1 ...Ili TOTALLY COMMITTED NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizonv I 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD LJS REV DATE DESCRIPTION BY r a JOHN A. DAUGHTREY III ,o Lie, No. 0402052122 �� 04/20/2020 �� IVIONAL ECG` JOHN A. DAUGHTREY III, P.E. I VA PROFESSIONAL ENGINEER LIC. #052122 CONSTRUCTION DETAILS S=4 (4) 1 "0 ANCHOR HOLES FOR 5/8" EXPANSION ANCHOR BOLTS Ln C Lfi 6"X18" CONDUIT STUB —UP OPENING a 44.45 d ° ° 4' 0 o a o o o o — B, 0 0 0 0 °a. 4. °a 0 0 9.49 r a o a 00 4 N d d ° d° d GENERATOR PLACEMENT ON CONCRETE PAD NTS 2.13 AIR INTAKE DUCTS BLUE BACKGROUND W/ BLACK LETTERING 32.01 -{ DANCE DIESEL FUEL KEEP FIRE OR FLAME AWAY NO SMOKING RED BACKGROUND W/ BLACK LETTERING YELLOW BACKGROUND W/ BLACK LETTERING WHITE BACKGROUND W/ BLACK LETTERING 2 SIGNAGE DETAIL S-5 NTS WHITE W/ 2" HIGH RED LETTERING NO SMOKING 3 SIGNAGE DETAIL S-5 NTS 7.83 51❑o o❑g o oUm m m®O❑O❑m m❑❑❑❑❑m c6 m❑❑o❑❑❑000m m00000m l000l 0 m❑❑❑❑❑m 1EE9C d m ®HHe71H® FREEZE PLUG BLOCK HEATER LOCATED BEHIND OIL FILTER ENGINE OIL FILTER HOUSING AIR CLEANER RESTRICTION INDICATOR AIR CLEANER HOUSING REMOVABLE ALTERNATOR ACCESS PANEL DEC 3000 CONTROL PANEL LOAD CIRCUIT BREAKER 150A AIR INTAKE DUCTS 30 C FUEL FILTER J CRANKCASE OIL DIPSTICK 76.18 KOHLER 30KW VERIZON DIESEL GENERATOR DETAIL NTS JR DISCHARGE LIFT OFF SERVICE PANELS W/ LOCKABLE LATCHES OIL FILL rn RADIATOR FILL • m• M 0 M OIL DRAIN VALVE 17.78 38.13 COOLANT DRAIN VALVE DANGER 203 GALLON DIESEL TANK NO SMOKING 4 SIGNAGE DETAIL S 5 NTS w w z z Lu O U w w z U) w El J Q z O Cn C/) LJ LL CC w 0' w L1 z_ 0 z w w J I— w w TIN V TOTALLY COMMITTED NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizon✓ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD US REV DATE I DESCRIPTION BY c� a JOHN A. DAUGHTREY III Lie. No. 0402052122 PD 04/20/2020 �<v ��SSI�NAL ti�G` JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 GENERATOR DETAILS If w m z S=5 w z cn TN 1 ----------------------------------------------- 1 1 1 1 1 1 PROPOSED VERIZON WIRELESS ICE BRIDGE ABOVE H—FRAME EQUIPMENT PROPOSED VERIZON WIRELESS ICE BRIDGE TO MONOPOLE TOWER PROPOSED VERIZON WIRELESS 117' MONOPOLE PROPOSED VERIZON -,3 o o o o o o a 0 WIRELESS EQUIPMENT CABINET UGF UGF PROPOSED (1) 2" SCH. 40 PVC CONDUIT FOR TELCO SERVICE W/ 1000 LB MULETAPE & e PROPOSED (1) 1" SCH. 40 COPPERHEAD TRACER WIRE PVC CONDUIT W/ (2) #10 + OUTSIDE TRENCH FROM PROPOSED (1) #10G FROM UPS IN - MESA CABINET TO 18 X18 e e CHARLES CUBE TO TELCO HOFFMAN BOX (31' LONG) Ll DISCONNECT (25' LONG) O O .•"..,. ...•�• • O p r, . _, O p p O O O O O m PROPOSED VERIZON WIRELESS 3.5'X8' CONCRETE PAD FOR GENERATOR r PROPOSED (1) 2" SCH. 40 PVC CONDUIT W/ (3) #3/0 + (1) #613 FOR ELECTRIC SERVICE FROM DISCONNECT TO ILC (23' LONG) PROPOSED VERIZON WIRELESS 5' H—FRAME FOR POWER SUPPLY , ` pHw pHW pHw 0Hw PROPOSED VERIZON WIRELESS 12' WIDE ACCESS GATE 1 ELECTRICAL PLAN E-1 SCALE: 1" = 8' PROPOSED MESA CABINET ON STRONGWELL , , , , , GRAPHIC SCALE 8 0 4 8 16 (IN FEET) 1 INCH = 8 FEET X 32 ge - OHw NOTE: CONSTRUCTION MANAGER & UTILITY COORDINATOR TO ORDER POWER & TELCO SERVICES AT ONSET OF CONSTRUCTION. ROCKFISH GAP TURNPIKE (STATE HIT 250) 1 �� ----- � PROPOSED VERIZON WIRELESS 30'X30' FENCED COMPOUND WITHIN 30'x3O' LEASE AREA o 0 1 PROPOSED VERIZON 1� WIRELESS 117' EQ MONOPOLE - - pHw � pHw � PROPOSED (2) 2" PVC CONDUIT FOR � ` � , Hw i TELCO FROM MESA CABINET TO R.O.W. \ PROPOSED (1) 4" PVC CONDUIT / w FOR LOCAL POWER UTILITY CONNECTION / PROPOSED TRANSFORMER TO R.O.W. PROPOSED VERIZON WIRELESS 12' WIDE ACCESS DRIVE PROPOSED VERIZON WIRELESS 20' I WIDE ACCESS AND UTILITY EASEMENT PROPOSED TELCO FIBER 1� HANDHOLE ® R.O.W. C-- THE EXISTING UTILITY INFORMATION SHOWN REPRESENTS THE BEST DATA AVAILABLE FROM EXISTING DOCUMENTATION AND FIELD EVIDENCE. ALL LOCATIONS SHOULD BE CONSIDERED APPROXIMATE, AND A FIELD INVESTIGATION MUST BE PERFORMED IN THE VICINITY OF ANY CONSTRUCTION ACTIVITIES. NOTE THAT THESE PLANS MAY NOT SHOW ALL UTILITIES THAT ARE PRESE3NT AT THE SITE. 2 \ OVERALL ELECTRICAL PLAN E-1 SCALE: 1" = 50' GRAPHIC SCALE 50 0 25 50 100 200 (IN FEET) 1 INCH = 50 FEET u rr LU LU Z_ 77 z H z O 0 z LU U) Ir O LU z (1) LU Q U) J Q z O U) Cn LU LL m LU LU Z_ C`5 z LU LU J LU LU U) LU m Know what's below. z Call before you dig. U) 70TA LY COMMITMD. NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizom/ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD LJS REV DATE DESCRIPTION BY �o��ti PL T H p p GI�C 2 u a JOHN A. DAUGHTREY III ,o Lie, No. 0402052122 P� 04/20/2020 �4Q . �LIONAL ECG` JOHN A. DAUGHTREY III, P.E. I VA PROFESSIONAL ENGINEER LIC. #052122 ELECTRICAL PLAN & DETAILS Emi z F M AASHTO #10 DUST 2" PVC CARRYING ELECTRIC SERVICE SELECT GRANULAR BACKFILL COMPACTED PROPOSED TO 85% FENCE LINE AASHTO #57 GRAVEL SURFACING 6" DEEP / TO MEET EXISTING FINISH G FINISH GRADE 12" - `O FINISHED GRADE °0 UNDISTURBED SOIL w�qff� 12" 12" MI IN (TYP) (TYP) IIIIII®v., 6" MIN WARNING TAPE FOR UNDERGROUND UTILITIES (TYP) 2" PVC CARRYING TELCO SERVICE 1" PVC CARRYING ELECTRIC TO MESA CABINET NOTE: 1. EXCAVATE EXISTING SUBGRADE AS REQUIRED TO INSTALL CONDUITS IN ACCORDANCE WITH OSHA AND ALL APPLICABLE CODES. 1 ) TYPICAL TRENCH DETAIL E 2 NTS oononccn 24" WIDE ICE BRIDGE OVER 2 ELECTRICAL PLAN E 2 SCALE: 1" = 1' a'. GRAPHIC SCALE 0 0.5 1 2 (IN FEET) 1 INCH = 1 FEET 4 o' NOTES: 1. WHEN EQUIPMENT FRAME IS INSTALLED ADJACENT TO CABINET PAD, INTERCONNECTING CONDUITS SHALL BE INSTALLED AT OR ABOVE GRACE. 2. BELOW GRADE CONDUIT SHALL BE SCHEDULE 80 PVC. ABOVE GRADE CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BELOW GRADE PVC CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS SHALL HAVE A MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL CONSTRUCTION MANAGER AND ADJUST IS NECESSARY. ALL CONDUIT SHALL MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIRED. EQUIPMENT CONDUIT SCHEDULE FIBER CONDUITS (1) 2" SCH. 40 PVC CONDUIT W/ MULEfAPE FROM HOFFMAN BOX TO THE EQUIPMENT CABINET 2� (1) 1-1/2" LMFC FOR FIBER & ALARM FROM EQUIPMENT CABINET TO OVP-1 AC POWER CONDUITS 3� (4) 1" CONDUIT W/ (8) #10 + (1) #10G FROM THE ILC TO THE EQUIPMENT CABINET FOR (4) 30 AMP 2-POLE CIRCUITS. 1 OF THE 4 CONDUITS TO HOUSE (2) #12 + (1) #10G FOR (1) 20A CABINET RECEPTACLE BREAKER. 4� (1) 1-1/2" CONDUIT W/ (3) #1/0 + (1) #6G FROM ILC TO GENERATOR 5�(1) 1" CONDUIT W/ (4) #12 + (1) #12G FROM ILC TO GENERATOR (GEN HEATER & BATTERY CHARGER) 6� (1) 2" CONDUIT W/ (3) #3/0 + (1) #6G FROM ILC TO METER/DISCONNECT 7� (1) 1-1/2" LMFC W/ (12) #6 (6 PAIRS) + (1) #6G FROM EQUIPMENT CABINET TO OVP TM m LLJ LLJ Lu NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN. VA 23060 804-548-4079 ■ venzom/ J !Z Q 1831 RADY COURT RICHMOND, VA 23222 I Q WILD TURKEY WILD TURKEY LANE L- LL_ CHARLOTTESVILLE, VA 22903 z LLI I I ALBEMARLE COUNTY 1 REVISIONS m ri O 5 04/20/20 REVISED CCC U L1J Ir 4 03/09/20 REVISED PJP z 03 02/24/20 REVISED PJP U) LLI 2 12/04/19 REVISED CCC 1 1 11/18/19 1 FINALS I CCC 0 1 10/30/19 1 PRELIMINARY CD I US 8� (1) 1" CONDUIT W/ (3) #12 + (1) #12G FROM ILC TO GFI RECEPTACLE/LIGHT F9.](1) 1" CONDUIT W/ (2) #10 + (1) #10G FROM ILC TO CHARLES CABINET REV DATE DESCRIPTION BY ALARM/MISCELLANEOUS CONDUITS 10. (1) 1" CONDUIT FROM ILC TO GENERATOR FOR GEN CONTROLS & ALARMS 11. (1) 1" CONDUIT FROM ILC TO EQUIPMENT CABINET FOR GEN & ILC ALARMS � NTH pp ��N G� Qo`er �c J -j z 0 JOHN A. DAUGHTREY III U) Lie. No.0402052122 ei] �<v �O 04/20/2020LL L IONAL Know what's below. Call before you dig. L I I LU Lu JOHN A. DAUGHTREY III, P.E. z CD 1 1 VA PROFESSIONAL ENGINEER LIC. #052122 i ■ W CONDUIT ROUTING II PLAN co Ir Lu E=2 LU m NOTE: PANEL SCHEDULE AND SINGLE LINE DIAGRAM REPRESENT A SITE WITH A NEW GE POWER PLANT, 30 KW DIESEL GENERATOR, AND TWO SOURCE ILC (THREE SOURCE ILC OPTIONAL AS NEEDED). ADJUST AS NECESSARY PER LOCAL SITE CONDITIONS TO UTILITY TRANSFORMER M SERVICE DISCONNECT/ FUSED SWITCH 3—#3/0 AWI #6 AWG EG 2" CONDUIT (130 LF MAX) UTILITY METER I200A N E 200A ILC L 4 AWG MBJ 4 AWG GEC 3—#1/0 AWG 6 AWG EG 1-1/2" CONDUIT (185 LF MAX) CAM LOCK (OPTIONAL) C 1 1" CONDUIT FOR GEN CONTROLS & ALARMS 200A8 � 200A0 VERIZON WIRELESS ILC / GFCI CABINET WITH 2P/200A 3—#12 AWG RECPT. UTILITY BREAKER AND #12 AWG EG OPTIONAL 2P/200A CAM 1" CONDUIT LOCK BREAKER MECHANICALLY INTEGRATED LIGHT INTERLOCKED WITH LOAD WALKING BEAM TRANSFER CENTER SWITCH AND 30 POSITION LOAD CENTER GEN MAIN DISCONNECT/ FUSED SWITCH 150A 4—#12 AWG,1—#12 AWG EG, 1- CONDUIT (FOR GEN HEATER & BATT. CHARGER) 1" CONDUIT FOR GEN & ILC ALARMS PRIMARY 8—#10 AWG, 1—#10 AWG EG, IN (4) 1" CONDUIT CABINET ROUTE CONDUIT ABOVE GROUND SECURED TO EQUIPMENT FRAME 30KW GEN 6—#6 AWG (3 PAIRS) #6 AWG EG (1) 1-1/2" LMFC 6—#6 AWG (3 PAIRS) #6 AWG EG (1) 1-1/2" LMFC LOAD CALCULATION LOAD AMPS PROPOSED LOAD: 148.0 TOTAL DEMAND: 148.0 VOLTAGE: 120/240V SINGLE PHASE 3W 200A VERIZON WIRELESS 30KW DIESEL GENERATOR 30KW 120/240 V, DIESEL GENERATOR WITH 150A MAIN BREAKER. GENERATOR IS IN A NEMA 3R ENCLOSURE. SUPPLIED WITH 150OW 120V BLOCK HEATER. NOTE: THE GENERATOR USED IN CONJUNCTION WITH A 2—POLE ILC WITH A SOLID NEUTRAL IS NOT A SEPARATELY DERIVED SYSTEM. AS SUCH, DO NOT BOND THE NEUTRAL TO GROUND AT THE GENERATOR NOTES ELECTRICAL SINGLE LINE DIAGRAM 1. ALL EQUIPMENT SHALL BE NEMA 3R RATED. 2. ALL EQUIPMENT SHALL BE LIGHTNING PROTECTED IN ACCORDANCE WITH TIA-222—G AND VERIZON WIRELESS STANDARDS. 3. CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE DROP (TOTAL SYSTEM VOLTAGE DROP ON BOTH FEEDERS AND BRANCH CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5%). 4. WIRE SIZING AND MAXIMUM DISTANCE FROM GENERATOR TO ILC ASSUMES POWER FACTOR OF 0.9. 5. BELOW GRADE CONDUIT SHALL BE SCHEDULE 80 PVC. ABOVE GRADE CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BELOW GRADE PVC CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS SHALL HAVE A MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUIT SHALL MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIRED. OVP-6 •a' MODELNUMBE VZW ILC ASCO D300L SERIES NAMEL RATED 240 120 VOLTS PHASE/WIRE: 1 1 3 VOLTAGE: MAIN BUS KEY DOOR 200 AMPS 200 YES BREAKER: RATING: LATCH: NEUTRAL MOUNT: SURFACE YES HENGED DOOR: YES BAR: ENCLOSURE NEMA 3R AIC: 65K TYPE: BUS AMPS BUS AMPS USAGE USAGE POS LOAD POLES AMPS L1 L2 AMPS POLES LOAD POS FACTOR FACTOR L1 L2 L1 L2 1 1 18 18 1 2 RECTIFIER 2 30A 30A 2 FUTURE 3 1 18 RECTIFIER 18 1 4 5 1 18 18 1 6 RECTIFIER 2 30A 30A 2 FUTURE 7 1 18 RECTIFIER 18 1 8 9 1 18 10 RECTIFIER 2 30A 11 1 18 12 13 1 18 14 RECTIFIER 2 30A 15 1 18 16 GFI RECEPT. 17 1.25 16 1 20A 18 LIGHT 19 1 16 BLOCK HEATER 1 20A 20 21 1 16 BATT. CHARGER 1 20A 22 23 1 24 UPS RECEPT 1 30A 24 25 26 27 28 29 30 104 112 :SUB TOTAL AMPS SUB TOTAL AMPS: 36 36 FACTORED TOTAL 140 148 AMPS: NOTES: 1. ALL CONDUCTORS ARE TYPE THWN (75-C) COPPER. 2. MAXIMUM LENGTH OF RUN FOR RECTIFIER CIRCUITS IS 50FT. 3. ASCO INTEGRATED LOAD CENTER INCLUDES 200 AMP MAIN DISCONNECT AND TRANSFER SWITCH FOR PORTABLE OR PERMANENT GENERATOR. 4. RECTIFIER LOADS ARE CONSIDERED TO BE NON —CONTINUOUS. 5. IF ADDITIONAL FUTURE LOADS ARE ADDED WHICH CAUSE TOTAL DEMAND TO EXCEED GENERATOR BREAKER SIZE, BACKUP POWER SYSTEM SHALL BE EVALUATED AND UPGRADED AS NECESSARY. FIBER HANDHOLE/ MEET —ME POINT AT ROW (1) 2" CONDUIT FOR DARK FIBER * AND (1) 2" CONDUIT FOR EBH IF NEEDED ** PANEL SCHEDULE (1) 2" CONDUIT (FOR DARK FIBER OR EBH AS NEEDED) VZW FIBER HANDHOLE (OR JUNCTION BOX ON COMMON USE UTILITY FRAME) IN COMPOUND (1) 2" CONDUIT (FOR EBH IF NEEDED) FIBER SINGLE LINE DIAGRAM VZW EQUIPMENT FRAME TERMINATION POINT (18"X18" FIBER JUNCTION BOX FOR DARK FIBER OR CHARLES CABINET AS NEEDED FOR EBH) EBH DEMARC (IF REQUIRED, VERIFY REQUIREMENTS WITH EBH PROVIDER) NOTES: * ADD (1) ADDITIONAL 2" CONDUIT FOR DARK FIBER (2 TOTAL) IF REQUIRED BY LOCAL MARKET FACILITIES, VERIFY PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO EACH CONDUIT) ** VERIFY EBH REQUIREMENTS WITH TELCO PROVIDER PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO EACH CONDUIT) (1) 2" RGC STRAIGHT RUN AT GRADE (CLAMP TO EQUIPMENT FRAME POSTS), TRANSITION TO 2" LMFC AT EACH FOR EQUIPMENT CABINET CONNECTIONS PRIMARY CABINET 1-1/2" LMFC FOR FIBER AND ALARM (SHIELDED CAT 5) AS NEEDED m Lu Lu z_ CD z Lu O Q O LL_ z Ir O U Lu Ir z UJ Lu cl J Q z O m Cn Lu LL Ir a. TM 70TALLY CEOMW771EDo NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizonil 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD US REV I DATE I DESCRIPTION I BY o c � v /Ace ,I c� w JOHN A. DAUGHTREY III „o Lie, No.0402052122 �0 04/20/2020 w� �SSIONAL ECG` OV� cl- W W z JOHN A. DAUGHTREY III, P.E. 0 VA PROFESSIONAL ENGINEER LIC. #052122 z Lu ui PANEL SCHEDULE & ONE -LINE W cn (DIESEL OPTION) Ir- ui m z E=3 Lu wil ELECTRICAL NOTES 1. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATIONS, OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO ORDERING OF ANY EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE PROJECT MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 3. VERIFY HEIGHTS WITH PROJECT MANAGER PRIOR TO INSTALLATION. 4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 5. CONTRACTOR SHALL COORDINATE ALL WORK BETWEEN TRADES AND ALL OTHER SCHEDULING AND PROVISIONARY CIRCUMSTANCES SURROUNDING THE PROJECT. 6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR COMPLETE AND FUNCTIONALLY OPERATING SYSTEMS ENERGIZED AND READY FOR USE THROUGHOUT AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. ELECTRICAL MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION OVER THE CONSTRUCTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH ALL CURRENT APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. ALL MATERIALS AND EQUIPMENT SHALL BE APPROVED FOR THEIR INTENDED USE AND LOCATION. 8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNING STATE, COUNTY AND CITY CODES AND OSHA, NFPA, NEC & ASHRAE REQUIREMENTS. 9. ENTIRE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE. ALL WORK, MATERIAL AND EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 10. PROPERLY SEAL ALL PENETRATIONS. PROVIDE UL LISTED FIRE -STOPS WHERE PENETRATIONS ARE MADE THROUGH FIRE -RATED ASSEMBLIES. WATER -TIGHT USING SILICONE SEALANT. 11. DELIVER ALL BROCHURES, OPERATING MANUALS, CATALOGS AND SHOP DRAWINGS TO THE PROJECT MANAGER AT JOB COMPLETION. PROVIDE MAINTENANCE MANUALS FOR MECHANICAL EQUIPMENT. AFFIX MAINTENANCE LABELS TO MECHANICAL EQUIPMENT. CHARLES CUBE HOFFMAN BOX R J ILC PROPOSED (1) 2"0 SCH. 40 PVC CONDUIT W/ (3) #3/0 + (1) #6G FOR ELECTRIC SERVICE FROM METER TO ILC (23' LONG) 12. ALL CONDUCTORS SHALL BE COPPER. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG., UNLESS OTHERWISE NOTED. CONDUCTORS SHALL BE TYPE THWN, RATED IN ACCORDANCE WITH NEC 110-14(C). 13. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THE MAXIMUM INTERRUPTING CURRENT TO WHICH THEY MAY BE SUBJECTED. 14. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE; ARTICLES 250 & 810 AND THE UTILITY COMPANY STANDARDS. 15. CONDUIT: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. C. LIQUID -TIGHT FLEXIBLE METAL CONDUIT SHALL BE U.L. LISTED AND SHALL BE USED AT FINAL CONNECTIONS TO MECHANICAL EQUIPMENT & RECTIFIERS AND WHERE PERMITTED BY CODE. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL CONTAIN A FULL-SIZE GROUND CONDUCTOR. D. CONDUIT RUNS SHALL BE SURFACE MOUNTED ON CEILINGS OR WALLS UNLESS NOTED OTHERWISE. ALL CONDUIT SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS, FLOOR, CEILING, OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH THE PROJECT MANAGER PRIOR TO INSTALLING. E. PVC CONDUIT MAY BE PROVIDED ONLY WHERE SHOWN, OR IN UNDERGROUND INSTALLATIONS. PROVIDE UV -RESISTANT CONDUIT WHERE EXPOSED TO THE ATMOSPHERE. PROVIDE GROUND CONDUCTOR IN ALL PVC RUNS; EXCEPT WHERE PERMITTED BY CODE TO OMIT. 17. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. BACKGROUND SHALL BE BLACK WITH WHITE LETTERS; EXCEPT AS REQUIRED BY CODE TO FOLLOW A DIFFERENT SCHEME. PROPOSED 2 GANG METER BANK PROPOSED SQUARE D SINGLE PHASE FEED THROUGH PANEL RATED 120/24OV, 200 AMP DISCONNECT MODEL # Q01816M200FTRB OR EQUIVALENT AND PROPOSED 20A GFCI RECEPTACLE (CONTRACTOR TO PROVIDE FAULT PROTECTION GREATER THAN INCOMING FAULT CURRENT FROM POWER GRID) O PROPOSED UTILITY H-FRAME INCOMING 120/24OV, 1� ELECTRICAL SERVICE FROM POWER COMPANY (BY OTHERS) PROPOSED (1) 1" SCH. 40 PVC CONDUIT W/ (2) #6 + (1) #10G FROM CHARLES CUBE TO MESA DISCONNECT (25' LONG) PROPOSED 120/240v, 1PHASE, 200 AMP UTILITY METER O 96 G 18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE PROJECT MANAGER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. 19. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. LEGALLY DISPOSE OF ALL REMOVED, UNUSED AND EXCESS MATERIAL GENERATED BY THE WORK OF THIS CONTRACT. DELIVER ITEMS INDICATED ON THE DRAWINGS TO THE OWNER IN GOOD CONDITION. OBTAIN SIGNED RECEIPT UPON DELIVERY. 20. COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS SHALL BE PAID BY THE CONTRACTOR. 21. VERIFY ALL EXISTING CIRCUITRY PRIOR TO REMOVAL AND NEW WORK. MAINTAIN POWER TO ALL OTHER AREAS & CIRCUITS NOT SCHEDULED FOR REMOVAL. 22. RED LINED AS -BUILT PLANS SHALL BE PROVIDED TO THE CONSTRUCTION MANAGER. 23.INDOOR CONDUCTORS SHALL BE INSTALLED IN EMT UNLESS NOTED OTHERWISE. OUTDOOR CONDUCTORS SHALL BE INSTALLED IN RIGID GALVANIZED STEEL CONDUIT UNLESS NOTED OTHERWISE. 24.NY SMSA TO PROVIDE SURGE SUPPRESSOR FOR TELCO BOARD SERVING NEW EQUIPMENT, THE SURGE SUPPRESSOR TO BE INSTALLED BY CONTRACTOR AND GROUNDED TO MGB. 25. SEAL AROUND PENETRATIONS RESULTING FROM CONDUIT ROUTING WITH FIRE- STOPPING FOAM SEALANT HAVING A UL-LISTED RATING OF 2 HOURS. HAMMER -DRILLING IS NOT PERMITTED. CORE -DRILLING TO BE COORDINATED WITH BUILDING OWNER'S REPRESENTATIVE. 26. PROVIDE (2) FUSES OF SIZE RECOMMENDED BY CONDENSING UNIT MANUFACTURER. 27. PROVIDE SMOKE DETECTOR COMPATIBLE WITH EXISTING BUILDING FIRE ALARM SYSTEM. TIE TO LOCAL ZONE. COORDINATE WITH BUILDING OWNER'S FIRE ALARM SYSTEM CONTRACTOR. PROVIDE SENTROL 449CRT PHOTOELECTRIC SMOKE DETECTOR WITH AUXILIARY RELAY FOE ACU-1 SHUTDOWN. 28. PROVIDE GENERATOR CONNECTOR RECEPTACLE AND ENCLOSED CIRCUIT BREAKER IN LOCATION SUITABLE FOR PORTABLE GENERATOR ACCESS. COORDINATE WITH BUILDING OWNER FOR EXACT LOCATION. PAINT TO MATCH EXISTING WALL COLOR. 29. PROVIDE ALARM TERMINAL CABINET HIGH/LOW ALARMS MOUNTED ON TELCO BOARD. 30. PROVIDE DOOR ALARM CONTACT. PROPOSED 30A DISCONNECT ON POST (1) #2/0 G BOND TO POWER COMPOUND GROUNDING SYSTEM PROPOSED (2) 2" SCH. 40 PVC CONDUIT FOR TELCO SERVICE WITH 1000 LB MULETAPE AND COPPERHEAD TRACER WIRE OUTSIDE TRENCH (31' LONG) ELECTRICAL RISER DIAGRAM AND SERVICE ENTRANCE (SCHEMATIC' NTS 1. DUE TO EXISTING UTILITIES IN THE AREA, ALL TRENCHING IS TO BE DUG BY HAND. 2. SITE SHALL BE SCRAPED TO A DEPTH OF 3" MINIMUM TO REMOVE VEGETATIVE MATTER. EXCESS MATERIAL GENERATED FROM SCRAPING ACTIVITIES SHALL BE BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF -SITE. 3. EXCAVATION MATERIAL SHALL BE USED FOR SURFACE GRADING AS NECESSARY; EXCESS MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF -SITE. 4. CONTRACTOR TO PROVIDE A MINIMUM OF 4" SELECT TOPSOIL BORROW AND SEED TO ALL DISTURBED AREAS TO BE RESTORED WITH VEGETATION. SEED MIX SHALL BE APPROVED BY THE RWSA. 5. DISTURBED AREAS OF THE ACCESS DRIVE SHALL BE RESTORED TO ITS ORIGINAL CROSS-SECTION (BOTH AGGREGATE BASE AND GRAVEL SURFACING) AND APPROVED BY THE RWSA. 6. EXISTING UTILITIES MUST BE PROTECTED DURING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. PROPOSED MESA CABINET PROPOSED (1) 1" SCH. 40 PVC CONDUIT W/ (2) #6 + (1) #10G FROM DISCONNECT TO MESA SPAN (27' LONG) Know what's mow. Call before you dig. m LU LLl z z w z O Q O LL z w uD 0 rr O U LU rr z U cn LU n tl J z O U� LU LL Ir n rr W LJ z_ C `5 z LU TIM 70TALLY C OMM1771MDo NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizonv/ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 1 04/20/20 1 REVISED I CCC I 4 1 03/09/201 REVISED I Pip 3 1 02/24/201 REVISED I Pip 2 1 12/04/19 1 REVISED I CCC I 1 1 11/18/19 1 FINALS I CCC I 0 10/30/19 PRELIMINARY CD LJS REV DATE DESCRIPTION BY o JOHN A. DAUGHTREY III Lie. No.0402052122 04/20/2020 w �LIONAL ECG` JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 W ELECTRICAL RISER J DIAGRAM & W SERVICE ENTRANCE SCHEMATIC 1- LU m z E=4 GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 2. ALL GROUNDING DEVICES SHALL BE U.L. APPROVED OR LISTED FOR THEIR INTENDED USE. 3. ALL WIRES SHALL BE AWG THHN/THWN COPPER UNLESS NOTED OTHERWISE. 4. GROUNDING CONNECTIONS TO GROUND RODS, GROUND RING WIRE, TOWER BASE AND FENCE POSTS SHALL BE EXOTHERMIC ("CADWELDS") UNLESS NOTED OTHERWISE. CLEAN SURFACES TO SHINY METAL. WHERE GROUND WIRES ARE CADWELDED TO GALVANIZED SURFACES, SPRAY CADWELD WITH GALVANIZING PAINT. 5. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO —HOLE BRASS MECHANICAL CONNECTORS WITH STAINLESS STEEL HARDWARE (INCLUDING SCREW SET) CLEAN GROUND BAR TO SHINY METAL. AFTER MECHANICAL CONNECTION, TREAT WITH PROTECTIVE ANTIOXIDANT COATING. 6. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S GROUNDING KITS. 7. ROUTE GROUNDING CONDUCTORS THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND GROUNDING LEADS WITH A MINIMUM 12" RADIUS. 8. INSTALL #2 AWG GREEN —INSULATED STRANDED WIRE FOR ABOVE GRADE GROUNDING AND #2 TINNED SOLID COPPER WIRE FOR BELOW GRADE GROUNDING UNLESS OTHERWISE NOTED. 9. REFER TO GROUNDING PLAN FOR GROUND BAR LOCATIONS. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC TYPE ("CADWELDS") TO ANTENNA MOUNTS AND GROUND RING. REMAINING GROUNDING CONNECTIONS SHALL BE COMPRESSION FITTINGS. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO —HOLE LUGS. 10. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS POSITION ACCORDING TO GROUNDING PLAN. THE GROUND RODS SHALL BE 5/8"X10'-0" COPPER CLAD STEEL INTERCONNECTED WITH #2 TINNED SOLID COPPER WIRE BURIED 36" BELOW GRADE. BURY GROUND RODS A MAXIMUM OF 15' APART, AND A MINIMUM OF 8' APART. 11.IF ROCK IS ENCOUNTERED GROUND RODS SHALL BE PLACED AT AN OBLIQUE ANGLE NOT TO EXCEED 45'. 12. EXOTHERMIC WELDS SHALL BE MADE IN ACCORDANCE WITH ERICO PRODUCTS BULLETIN A —AT. 13. CONSTRUCTION OF GROUND RING AND CONNECTIONS TO EXISTING GROUND RING SYSTEM SHALL BE DOCUMENTED WITH PHOTOGRAPHS PRIOR TO BACKFILLING SITE. PROVIDE PHOTOS TO THE VERIZON CONSTRUCTION MANAGER. 14. ALL GROUND LEADS EXCEPT THOSE TO THE EQUIPMENT ARE TO BE #2 TINNED SOLID COPPER WIRE. ALL EXTERIOR GROUND BARS TINNED COPPER. 15. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS KOPR—SHIELD (TM OF JET LUBE INC.). PRIOR TO BOLTING GROUND WIRE LUGS TO GROUND BARS, APPLY KOPR—SHIELD OR EQUAL. 16. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM TO TEST AND VERIFY THAT IMPEDANCE DOES NOT EXCEED FIVE OHMS TO GROUND BY MEANS OF "FALL OF POTENTIAL TEST". TEST SHALL BE WITNESSED BY A VERIZON REPRESENTATIVE, AND RECORDED ON THE "GROUND RESISTANCE TEST" FORM. 17. WHERE BARE COPPER GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO GROUND RING, INSTALL WIRE IN 3/4" PVC SLEEVE, FROM 1' BELOW GRADE AND SEAL TOP WITH SILICONE MATERIAL. 18. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT AND CORROSION DOWN TO SHINY METAL. FOLLOWING CONNECTION, APPLY APPROPRIATE ANTI —OXIDIZATION PAINT. 19. ANY SITE WHERE THE EQUIPMENT (BTS, CABLE BRIDGE, PPC, GENERATOR, ETC.) IS LOCATED WITHIN 6 FEET OF METAL FENCING, THE GROUND RING SHALL BE BONDED TO THE NEAREST FENCE POST USING (3) RUNS OF #2 BARE TINNED COPPER WIRE. pHw GROUNDING LEGEND FACOAXIAL CABLE SHIELD GROUND KIT CONNECTION ■ COMPRESSION FITTING CONNECTION • EXOTHERMIC WELD CONNECTION O 5/8"X10' COPPER —CLAD STEEL GROUND ROD O 5/8"X10' COPPER —CLAD STEEL GROUND ROD WITH INSPECTION WELL PROPOSED GROUND WIRING — — — — — — EXISTING GROUND WIRING ® TINNED COPPER GROUND BAR 1/4"X4"X12" OR 1/4"X4"X20" CGB COLLECTOR GROUND BAR MGB MAIN GROUND BAR NOTE: CONNECT ALL H—FRAME MOUNTED EQUIPMENT TO GROUND BAR ----------- ------ ------ ------ ------ ------ ---------� � 1 � I PROPOSED #2 AWG SOLID BARE TINNED I COPPER unor Tn ronl Min Du.in /TVD n DDnDhQFn 99 AWG Cnl In RAPP TINNFn PER GROUN PROPOSED # COPPER WIRE 3( EQUIPMENT G TOWER GROUND RIP GROUNDING PLAN PLAN SCALE: 3/16" = 1' TIM m Lu LLu z TOTALLY (COMM17TEDDa z Lu NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 ■ venzonl/ Q 1831 RADY COURT RICHMOND, VA 23222 z O Q WILD TURKEY o WILD TURKEY LANE — GRADE z CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY Z CADWELD CONNECTION Cf) 00 (USE TYPE APPROPRIATE TO APPLICATION) (TYP) 7 REVISIONS #2 TINNED SOLID COPPER WIRE GROUND RING COPPER CLAD STEEL GROUND ROD Q 5 04/20/20 REVISED CCC (5/8"0X10'—O" LONG) U BELOW FROST LINE LLJ 4 03/09/20 REVISED PJP z 3 02/24/20 REVISED PJP TYPICAL GROUND ROD DETAIL LLJ o 2 ,2/0a/,9 REVISED CCC 1 11/18/19 FINALS CCC 1 NTS 0 10/30/19 PRELIMINARY CD US THREADED PVC PIPE CAP CAD WELD �OHW' CO �II #2 TINNED ih SOLID COPPER GROUND WIRE — 5/8" DIA. COPPER CLAD M.W3997-111irm DESCRIPTION I BY D- T H p F III —I I— THIS ��� D! - LOCATION ONLY II� Q o /jig 6" DIA. SCH 40 O JOHN A. DAUGHTREY III 1 PVC PIPE C Lie. No 0402052122 — — — W �O 04/20/2020 LL 2" DIA. � SIONAL ti� SLOTTED HOLE GROUND ROD. TOTAL (TYP) DEPTH IN SOIL TO BE 10' MIN. U INSPECTION WELL DETAIL NTS L II W W JOHN A. DAUGHTREY III, P.E. z (_D 1 1 VA PROFESSIONAL ENGINEER LIC. #052122 z W GRAPHIC SCALE a o z a a 16 (IN FEET) W 3/16 INCH = 1 FOOT J TYPE TA TYPE VN TYPE NC TYPE SS TYPE W TYPE VS GROUNDING P LA N L~LI _ & DETAILS TYPE VB TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL Lu 4 CADWELD GROUNDING CONNECTION DETAILS G 1 NTS z Gml Lu MECHANICALLY CONNECT TO TOWER LEG PROPOSED FENCE POST JVLIV VVI-f Lf\ 1�11\L IV1Y L1\ GROUND RING #2 TINNED SOLID COPPER 36" BELOW GRADE CONNECTING GROUND RINGS MOUNTING BOLT (VARIES J WITH MOUNTING APPLICATION) DIRECT BOLT MOUNTING ®® 0 0 0 ®® 0 BRACKETS (SUPPLIED ® 0 0 0 ® 0 WITH GROUND BAR) ®®6000®660000 ®®0000®®00000 COPPER 6600 0 ® ®0 0 0 0 0 (HO ED UND CENTERS TO OM TCHBAR NEMA 0 ® 0 DOUBLE LUG CONFIGURATION) ®®000 INSULATORS (TO BE USED WHEN THERE IS A HOME RUN ON TOWER) GROUND BAR SCHEDULE TYPE QTY MANUFACTURER PART NO. REMARKS MGB 2 ANDREW UGBKIT-0420-T OR EQUAL CBG 3 ANDREW UGBKIT-0412 OR EQUAL s GROUND BAR DETAIL G 2 NTS #2 TINNED SOLID COPPER CADWELD TO ANTENNA MAST GROUND COAXIAL SIGNAL CABLES USING MANUFACTURER'S GROUNDING KITS (TYP) GROUNDING RISER DIAGRAM NTS yr_aIN409R111011aa1 HARDWARE TWO HOLE COPPER COMPRESSION TERMINAL GROUNDING GROUNDING BAR CABLE MEQ LOCKWASHER FLAT WASHER (TYP) (TYP) 1/2"xt 1/2" HEX BOLT NUT (TYP) (TYP, STAINLESS STEEL) GROUND BAR EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO GROUNDING INSULATION ALLOWED WITHIN THE CABLE COMPRESSION TERMINAL (TYP) SECTION "A -A" NOTE: 1. "DOUBLING UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. TYPICAL GROUND BAR CONN DETAIL NIS 00 GROUNDING M STRAP 7/16" HOE 9/16" HEX ADJUSTABLE STRAP GROUNDING CLAMP I��LJI JACKET TRIM AREA FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 5 � FIGURE 6 GROUNDING LUG 9/16" HEX 15/16" HEX GROUNDING CLAMP SLOT FOR CABLE CLAMP STAINLESS STEEL CABLE CLAMP GROUNDING STRAP ASSEMBLY ELECTRICAL TAPE OVER PUTTY TAPE TYPICAL COAX WEATHERPROOFING DETAIL NTS Lu LI..I z_ CD Z Lu z O Q cc O z w H TIN TOTALLY C OMMITTIED NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizonv/ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY PanPncFn PROPOSED I I I REVISIONS PROPOSED #2 TINNED I 5/8"X10' LONG SOLID COPPER WIRE L COPPER CLAD GROUND GROUND RING ROD (TYP OF OC, MAX) TO ANTENNA 3/8" COAX CABLE COAX CABLE GROUNDING CLAMP KIT COPPER GROUNDING CONDUCTOR TO GROUND BAR (TYP) TO EQUIPMENT COAX CABLE GROUNDING DETAIL NIS 1 /2" 0 COAXIAL JUMPER CABLE (TYP, 3'-0" MAXIMUM) COAXIAL CABLE DIN CONNECTOR GROUND WIRE (TYP) SECTOR GROUND BAR TO REFERENCE GROUND VIA MGB COAXIAL CABLE GROUNDING KIT (TYP) COAXIAL CABLE —Z III I TO BTS ANTENNA GROUNDING DETAIL NIS W O U W z W 0 IZ Q J z O U) Cl) W LL In W Lu z Z LL W J W Lu 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD US REV DATE I DESCRIPTION BY ��, � PL T H U F Gi? o c QAo�� � 2 j' a JOHN A. DAUGHTREY III Lie. No.0402052122 �� 04/20/2020 SIGNAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 GROUNDING RISER DIAGRAM & DETAILS G=2 1' SHOULDER ® 6% BASE COARSE: 6" DEPTH OF COARSE AGGREGATE 2"-3" STONE (AASHTO #5 OR RAILROAD BALLAST) 3% 0 0 C 0 0 0 0 0 COMPACTED SUBGRADE 3% 2' SHOULDER ® 6% 1' SHOULDER ® 6% 12' STANDARD 3% 0 0 0 C 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �- 12' STANDARD SURFACE COARSE: 6"DEPTH OF FULLY GRADED CRUSHED 1"STONE AND SMALLER MIXED WITH DIRT AND FINES (CRUSHED AGGREGATE BASE COARSE OR CABC). GEOTEXTILE (SEE NOTE) cq �0 O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O SURFACE COARSE: 6"DEPTH OF FULLY GRADED CRUSHED VSTONE AND SMALLER MIXED WITH DIRT AND FINES (CRUSHED AGGREGATE BASE COARSE OR CABC). 3% 00010^0000 0 0 0 0 0 0 COMPACTED SUBGRADE 15j 2' SHOULDER ® 6% GEOTEXTILE (SEE NOTE) TIM w W -- TOTALLY COMM T7 Do z LLJ NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 BASE COARSE: 6 DEPTH OF COARSE AGGREGATE 2"-3" STONE (AASHTO #5 OR RAILROAD BALLAST) ■ verizonit J d Q 1831 RADY COURT RICHMOND, VA 23222 z 0 Q WILD TURKEY CL WILD TURKEY LANE z CHARLOTTESVILLE, VA 22903 Lw I I ALBEMARLE COUNTY 1 REVISIONS NOTES: 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. FREE OF FROZEN PARTICLES, ORGANIC MATTER, CLAYED MATERIAL AND ROCK PARTICLES GREATER THAN 12" IN ANY DIRECTION. ❑ 2. REMOVE ALL TOPSOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD FOR A MIN. DEPTH OF 12". 0 5 04/20/20 REVISED CCC U 4 03/09/20 REVISED PJP 3. CONTRACTOR TO USE 6" DEEP GRAVEL BASE (2A MODIFIED) AS MEANS OF ACCESS FOR ALL HEAVY CONSTRUCTION TRAFFIC. PROPOSED GRAVEL SURFACE (6" DEEP CRUSHER RUN) TO BE INSTALLED AFTER ALL MAJOR CONSTRUCTION HAS BEEN COMPLETED. 4. THE PROPOSED ROAD MUST BE KEYED INTO THE EXISTING GRADE. THE FINAL FINISHED GRADE SHALL BE FLUSH WITH THE EXISTING GRADE TO ALLOW FOR PROPER DRAINAGE ACROSS THE ROAD. Lu z 0 Ul LJ 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 4. WOVEN GEOTEXTILE: APPROVED PRODUCTS ARE US FABRICS: US 200 AND TENCATE: 160N. CONTRACTOR MAY SUBMIT DESIGN ALTERNATIVE. PROPOSED GRAVEL DRIVE TYPICAL SECTION 0 10/30/19 PRELIMINARY CD US NTs I REV DATE DESCRIPTION BY W U) J z O U) U) LI..I LL m W rr W u1 z_ C `5 z w rr w m z w OF Ni? O A 0 , JOHN A. DAUGHTREY III ,.� Lie. No. 0402052122 04/20/2020 SIONAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 EROSION • SEDIMENT CONTROLI DETAILS II ES-5 C m z 0 —I INA Know what's omm Call before you dig. EROSION & SEDIMENT CONTROL PLAN SCALE: 1" = 10'-0" GRAPHIC SCALE 10 20 (IN FEET) 1 INCH = 10 FEET 1 ) / (SOIL SUMMARY LIAVL%/11 I C I r\A1, r PROPOSED CONTOUR (TYP.) 2-7% SLOPES I I� PROPOSED LIMIT OF DISTURBANCE /(APPROX. = 3,335 SF 1I 1 1 T 1 II I �r 1 g/M I II I i PROPOSED BLANKET MATTING TREATMENT 1 (SEE SHEET ES-4 FOR DETAILS) EXISTING FENCED COMPOUND PROPOSED TEMPORARY SEEDING (SEE SHEET ES-4 FOR DETAILS) q I PROPOSED TREE PROTECTION (SEE SHEET ES-4 FOR DETAILS) EXISTING TREE (TO REMAIN) SEE SHEET ES-4 FOR DETAILS. 4 LEGEND —•---•—••--------•—•-------- PROPERTY LINE — SUBJECT PARCEL EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED FENCE PROPOSED LEASE AREA -� PROPOSED LIMITS OF DISTURBANCE STORM WATER RUNOFF CONSIDERATIONS THE NATURAL DRAINAGE CONDITION FROM THE THE PROPOSED SITE WILL BE MAINTAINED TO THE GREATEST EXTENT POSSIBLE. ALL DRAINAGE FROM THE DISTURBED AREA WILL BE IN SHEET FLOW. THUS SATISFYING MINIMUM STANDARD 19. PROPOSED SILT FENCE PROPOSED TREE PROTECTION PROPOSED CONSTRUCTION ENTRANCE Z O ❑ O LL Z W co Ir O U W W z U) W ❑ 0_ U) J Q z O U) U) W IL ICE rr W W Z Z W W J W W U) W W m z W U) TM 70 TQL LY CO M M 17TE Do NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizom/ 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD LJS REV I DATE I DESCRIPTION I BY r U Y JOHN A. DAUGHTREY III Lie. No.0402052122 0 04/20/2020 �<v SSIONAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 EROSION & SEDIMENT CONTROL & GRADING PLAN ES-1 TM Ir LLI LLI TOTALLY COMWTTED. z w NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 PVI STA: 0+19.89 PVI STA: 0+51.14 PVI ELEV: 673.96 PVI ELEV: 671.96 K: 2.47 K: 3.24 LVC: 14.84 LVC: 13.57 n HIGH PT. STA: 0+12.69 „� N co N M N N HIGH PT ELEV: 673.95 M � N n N ■ o`° + `° o � o ( z + � + verizonit Lv w Lv w 680 (ii c) f 680 O > m > w > m > w J o m w m w o Q 1831 RADY COURT o+ RICHMOND, VA 23222 II I I ------------- —— — — — — — — — — -- — — — — — — — — — — -- — — — — — — — — — —- -- -- — -------- I i I Ld Ld m--------------------- - - - I --- - - - - - - - - - - - - - - - ------------------------------------------------------------------------- 676 ---------0 > 676 z aw O 0 w Q WILD TURKEY CE WILD TURKEY LANE --------- --- ---�-------------------------r----------------------------------------------------rt - u- CHARLOTTESVILLE, VA22903 - I - a L-j ALBEMARLE COUNTY - I o+ I I f f I I r o I I N rn REVISIONS ED ------- -------- - -- - - ---- -- - - - - - - ------------------ ---- i------------- I�------------------ --- --- in > < U I I I I w I p CE O 5 04/20/20 REVISED CCC - U �-----1----f---------------r----------r-------- 668 LLJ 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP LL 2 12/04/19 REVISED CCC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 11/18/19 FINALS CCC I I I � 0 10/30/19 PRELIMINARY CD US I I I I I REV DATE DESCRIPTION BY I I I I I I I I I I I I I I I I I I I I I I I I I I H of I I ccf) Q Q 660 660 z O JOHN A. DAUGHTREY III o+oo ACCESS ROAD PROFILE 1+0o w �o L' 04i20/2oio122 �a ES-2 � S NAL w LLJ z JOHN A. DAUGHTREY III, P.E. z 0 VA PROFESSIONAL ENGINEER LIC. #052122 z LL W ACCESS ROAD PROFILE co w z ES=2 co EROSION AND SEDIMENT CONTROL NARRATIVE CONSTRUCTION SEQUENCE GENERAL EROSION AND SEDIMENT CONTROL NOTES: TIM PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A MONOPOLE TOWER, 90' LONG ACCESS ROAD AND FENCED COMPOUND, ALONG WITH ASSOCIATED UTILITIES. THE LEASE AREA OF THE TOWER IS 900 SF.; THE COMPOUND AREA IS 750 SF.; THE TOTAL DISTURBED AREA IS 3,335 S.F. OF WHICH 1,840 S.F. WILL BE COVERED WITH A GRAVEL SURFACE AND THE REMAINING 1,495 S.F. WILL BE MANAGED TURF. AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OWNER/OPERATOR SHALL INVITE DEVELOPER MUST NOTIFY THE ALBEMARLE COUNTY AT LEAST 24 HOURS PRIOR TO THE START OF ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, 1. THE OWNER / THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND THE CONSERVATION DISTRICT TO AN ON -SITE THE CONSTRUCTION IN ACCORDANCE WITH APPLICABLE ALBEMARLE COUNTY ORDINANCES AND POLICIES. MEETING. ALSO, AT LEAST 3 WORKING DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL 2• THE OWNER/DEVELOPER GRANTS THE RIGHT -OF -ENTRY ON TO THIS PROPERTY TO THE DESIGNATED ALBEMARLE VIRGINIA CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE VIRGINIA ONE CALL SYSTEM "MISS COUNTY PERSONNEL FOR THE PURPOSE OF INSPECTING AND MONITORING FOR COMPLIANCE WITH TITLE 10.01, UTILITY" INCORPORATED AT 811 FOR BURIED UTILITIES LOCATIONS. CHAPTER 5, ARTICLE 4 OF THE CODE OF VIRGINIA, EROSION AND SEDIMENT CONTROL LAW AND THE DESIGN AND CONSTRUCTION STANDARDS MANUAL SECTION 750.04. EXISTING SITE CONDITIONS EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE 3. ALL EROSION CONTROL MEASURES SHOWN ON THE APPROVED PLAN MUST BE IN PLACE AND INSPECTED AND THE SITE HAS (2) EXISTING MONOPOLES AND ASSOCIATED FACILITIES. THE PROPOSED POLE AND COMPOUND WILL JUST TO THE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS. APPROVED BY THE DEPARTMENT PF PUBLIC WORKS PRIOR TO CLEARING, STRIPPING OF TOPSOIL OR GRADING. SOUTH WEST. THE LAND SLOPES AT DOWN 10% FROM AN EXISTING ACCESS ROAD TO THE PROPOSED LOCATION BEFORE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE KEPT ON THE SITE DROPPING OF AT A RATE OF 62% DOWN TO ROCKFISH GAP TURNPIKE. OUR PROPOSED COMPOUND SITS ON TOP OF A SMALL ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH AT ALL TIMES. 25' RIDGE ABOVE ROCKFISH GAP TURNPIKE. THE ACCESS ROAD AND COMPOUND IS PRIMARILY OPEN SPACE WITH FEW TREES. STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE 5. THE DEVELOPER/DEVELOPERS'S REPRESENTATIVE IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE ADJACENT AREAS THE ADJACENT AREAS ARE MAINLY UNDEVELOPED WOODLANDS, AGRICULTURAL FIELDS AND SINGLE FAMILY RESIDENCES. OFF -SITE AREAS ALL ORGANIC MATERIAL, TREE VEGETATION, ROCKS GREATER THAN 12" IN ANY DIRECTION AND EXCESS CUT MATERIAL TO BE HAULED OFF SITE. CONTRACTOR TO ENSURE MATERIAL IS DISPOSED OF AT AN APPROVED AND PERMITTED SOIL DISPOSAL LOCATION. SOILS (36B) HAYEVILLE LOAM - 2% TO 7% SLOPES - HYDROLOGIC SOIL GROUP B 36C HAYEVILLE LOAM - 7% TO 15% SLOPES - HYDROLOGIC SOIL GROUP B CRITICAL AREAS THE PROPOSED PROJECT WILL NOT CREATE ANY CRITICAL AREAS ESC MEASURES - STRUCTURAL PRACTICES STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE (VE&SCH SPEC. 3.05), CONSTRUCTION ENTRANCE (VE&SCH SPEC. 3.02), CONSTRUCTION ROAD STABILIZATION (VE&SCH SPEC. 3.03), TEMPORARY STOCK PILE (VE&SCH SPEC. 3.30) AND CONCRETE WASHOUT. ALL MEASURES SELECTED ARE STANDARD ESC ITEMS FOR THIS APPLICATION. ANY DISTURBED AREA DENUDED FOR SEVEN DAYS THAT IS NOT IN ACTIVE WORK AREA TO BE TEMPORARILY SEEDED. ESC MEASURES - VEGETATIVE PRACTICES VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING (VE&SCH SPEC. 3.31 & 3.32). PERMANENT STABILIZATION 1. UNTIL AN ADEQUATE ROOT SYSTEM IS ESTABLISHED AND IN THE ABSENCE OF ADEQUATE RAINFALL, SODDING (OR WHATEVER VEGETATION IS USED) SHALL BE IRRIGATED AS OFTEN AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF 4 INCHES. IN GENERAL, WATERING SHALL BE PERFORMED IN ACCORDANCE WITH THE VESCH. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. AND SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. FINAL STABILIZATION IS CONSIDERED COMPLETED WHEN 100% OF THE DISTURBED SOIL SURFACE IS UNIFORMLY COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. STORM WATER RUNOFF CONSIDERATIONS THE NATURAL DRAINAGE CONDITION FROM THE THE PROPOSED SITE WILL BE MAINTAINED TO THE GREATEST EXTENT POSSIBLE. ALL DRAINAGE FROM THE DISTURBED AREA WILL BE IN SHEET FLOW. THUS SATISFYING MINIMUM STANDARD 19. 1. INSTALL ROCK CONSTRUCTION ENTRANCE AND ALL PERIMETER BMP'S AS SHOWN ON THE PLANS. 2. CLEAR TREES AND LIMBS FOR FULL WIDTH OF EASEMENT AND LEASE AREA, GROUND TO SKY. 3. STRIP TOPSOIL FOR THE ACCESS DRIVE AND STORE AT DESIGNATED LOCATIONS AS SHOWN ON THE PLANS OR LOCATION AS AGREED UPON WITH THE CONSTRUCTION MANAGER. 4. BEGIN GRADING AND INSTALL GRAVEL, ROADSIDE DITCHES, AND CULVERTS WITH OUTLET PROTECTION. 5. STRIP TOPSOIL ACROSS COMPOUND AND STORE AT DESIGNATED LOCATIONS AS SHOWN ON THE PLANS OR LOCATION AS AGREED UPON WITH THE CONSTRUCTION MANAGER. 6. GRADE COMPOUND SITE AND INSTALL GRAVEL. IMMEDIATELY STABILIZE FILL AND CUT SLOPES WITH EROSION CONTROL MATTING OR ROCK. 7. ONCE CONSTRUCTION OF COMPOUND AND ACCESS DRIVE IS COMPLETE, BEGIN CONSTRUCTION OF TOWER AND ASSOCIATED FACILITIES AND UTILITIES AS SHOWN ON THE DRAWINGS. 8. IF CONSTRUCTION IS TERMINATED OR SUSPENDED PRIOR TO CONSTRUCTION COMPLETION, ALL EXPOSED SOIL AREAS SHALL BE SEEDED WITH TEMPORARY SEEDING AND MULCHED IMMEDIATELY. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES IN EFFECTIVE WORKING ORDER DURING CONSTRUCTION AND UNTIL ALL EXPOSED SOIL AREAS HAVE BEEN STABILIZED. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE 0/RP SHALL STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING NON -GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINISHED GRADE OR WHICH WILL NOT BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. ALBEMARLE COUNTY. 6. ALL DISTRIBUTED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL COMPLETE AND ADEQUATE STABILIZATION IS ACHIEVED. 7. WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE DURING DEWATERING OPERATIONS. 8. ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS AND TO ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. THE DEVELOPER DEVELOPER'S REPRESENTATIVE WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES AT ALL TIMES. 9. THE DEVELOPERS/ DEVELOPER'S REPRESENTATIVE SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: a. SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. b. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. 10. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 11. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZED SHALL BE APPLIED WITH IN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN FOURTEEN (14) DAYS. SEEDING AND SELECTION OF THE SEED MIXTURE SHALL BE IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARD AND SPECIFICATION 3.32. ROADS AND PARKING AREAS SHALL BE STABILIZED WITH SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED. 12. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE DAYS AFTER BACKFILL 13. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED WITHIN FIVE DAYS AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED. 14. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION MAINTAINED AN MODIFIED DURING CONSTRUCTION AS REQUIRED. 15. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROL MEASURES SHALL BE REMOVED. 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE REMOVED WITHIN 30 DAYS AFTER ADEQUATE SITE STABILIZATION AND AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, AS AUTHORIZED BY THE ALBEMARLE COUNTY INSPECTORS. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES WILL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 17. WHEN SEDIMENT IS TRANSPORTED ONTO A PAVED ROAD SURFACE, THE ROAD WILL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT WILL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND MANAGEMENT STRATEGIES TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. MAINTENANCE SEDIMENT IS REMOVED IN THIS MANNER. 1. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. SEE VA E&SC HANDBOOK 3.31-B 18. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. FOR SEEDING SPECIFICATION. 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH 19. RPA AND FLOOD PLAIN LIMITS SHALL BE CLEARLY MARKED IN THE FIELD BY FLAGS, SIGNS, ETC. 2. SEASONAL NURSE CROP MAY BE REQUIRED. RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS 20. TREE SAVE AREAS SHALL BE CLEARLY MARKED IN THE FIELD BY ORANGE SAFETY FENCE. APPROPRIATE TREE 3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THE FOLLOWING ITEMS WILL BE CHECKED, PRESERVATIONS SIGNS (WATERPROOF) TO IDENTIFY TREE PRESERVATION AREA SHALL BE LOCATED ON TREE 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC PRACTICES. IN PARTICULAR: PROTECTIONS FENCING (INCLUDES SUPER SILT FENCING) AND SHOULD BE LOCATED ALTERNATE BETWEEN 5. AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURES WILL BE CLEANED UP FROM ACCUMULATED ENGLISH AND SPANISH EVERY 30 FEET. SEDIMENT AND REMOVED, ONLY AFTER APPROVAL OF THE JURISDICTION ESC INSPECTOR. 2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE 21. ORANGE SAFETY FENCE MUST BE INSTALLED AROUND ALL SILT TRAPS AND SEDIMENT BASINS. GENERAL NOTES 1. GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SEDIMENT CONTROLS AS DEEMED NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER SEDIMENT CONTROL. 2. ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES TO BE RELOCATED AS NECESSARY TO ACCOMMODATE THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES PRIOR TO CONSTRUCTION. 3. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/B.M.P. DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT. UNDERGROUND UTILITY LINE INSTALLATION: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: 1. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. 2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 3. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. 4. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 5. DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 6. COMPLY WITH APPLICABLE SAFETY REGULATIONS. FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ECS CONTROLS DURING CONSTRUCTION. 5. INSPECTION TO BE CONDUCTED SHALL BE PER CARROLL COUNTY STANDARDS AND REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS. 6. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE EVERY FIVE DAYS. SEDIMENT SHALL BE REMOVED AFTER IT BECOMES 1/3 HEIGHT OF SILT FENCE. 7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL WILL BE CONSTRUCTED ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 3RD ED, 1992. GRADING NOTES 1. SOILS USED FOR ROADWAY SUBGRADE MUST BE COMPACTED SO THAT THE MINIMUM DRY DENSITY ACHIEVED EXCEEDS 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. THE CONTRACTOR MAY ONLY USE CUT MATERIAL AS FILL IF IT CAN BE COMPACTED TO 95% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY. PROCTOR READING MUST BE INSPECTED AND APPROVED BY A THIRD PARTY DURING ROADWAY CONSTRUCTION. 2. NATIVE TOPSOIL SHALL BE SAVED, STOCKPILED, MULCHED, AND REUSED AS MUCH AS POSSIBLE ON THE SITE. SILTATION FENCE SHALL BE INSTALLED AT THE BASE OF STOCKPILES AT THE DOWNHILL LIMIT TO PROTECT AGAINST EROSION. STOCKPILES WILL BE STABILIZED BY SEEDING AND MULCHING UPON FORMATION OF THE PILES. UPHILL OF THE STOCKPILES, STABILIZED DITCHES AND/OR BERMS WILL BE CONSTRUCTED TO DIVERT STORMWATER RUNOFF AWAY FROM THE PILES. EXCESS CUT SOIL NOT REUSED AS FILL SHALL BE HAULED OFF SITE TO AN APPROVED AND PERMITTED SOIL DISPOSAL SITE AS SOON AS FINAL GRADE HAS BEEN ESTABLISHED. 3. FOR AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY TO BE CONSIDERED PERMANENTLY STABILIZED, THE DISTURBED AREAS SHALL BE COVERED BY A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON -VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. 4. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS. 5. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR ORGANIC MATERIAL THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. ANY ROCK GREATER THAN 12" IN ANY DIRECTION SHOULD BE DISPOSED OF AND NOT USED AS FILL. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 6. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING MATERIAL. IF FILL EXCEEDS 4' IN HEIGHT FROM TOE TO CREST, FILL MUST BE BENCHED AND KEYED IN. SEE DETAIL 4/ES-7 FOR DETAILS. 7. PLACE SOIL FILL ON SUB -GRADES FREE OF ORGANIC MATERIAL, MUD, FROST, SNOW, OR ICE 8. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES THICK IN LOOSE DEPTH COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. 9. UNDER ACCESS ROADS WITH MARGINAL TO EXCESSIVE SLOPES AND MARGINAL SUBGRADE, CLEAR, GRUB AND SCARIFY ROAD AREA. INSTALL ONE LAYER OF GEO-TEXTILE FABRIC (US 160 NW OR EQUIVALENT) AND PIN TO SUBGRADE. INSTALL BASE LAYER, AND TRACK IN WITH A BULLDOZER OR SHEEPSFOOT ROLLER, INSTALL SURFACE LAYER, DRESS ROAD AS REQUIRED AFTER CONSTRUCTION WITH MOTOR GRADER AND COMPACT WITH A VIBRATORY ROAD ROLLER. HAY BALE AND PLASTIC WASHOUT PIT HAY BALE AND PLASTIC WASHOUT PIT TO BE BUILT ABOVE GRADE. THE PLASTIC LINING SHOULD BE MINIMUM 10 MIL THICKNESS, FREE OF TEARS OR HOLES THAT WOULD ALLOW THE WASHWATER TO ESCAPE. AFTER THE PIT IS USED TO WASH DOWN THE CHUTES OF MULTIPLE READY MIXED TRUCKS AND THE WASHWATER HAS EVAPORATED OR HAS BEEN VACUUMED OFF, THE REMAINING HARDENED SOLIDS CAN BE BROKEN UP AND REMOVED FROM THE PIT. THIS PROCESS MAY DAMAGE THE HAY BALES AND PLASTIC LINING. IF DAMAGE OCCURS, THE PIT WILL NEED TO BE REPAIRED AND RELINED WITH NEW PLASTIC. WHEN THE HARDENED SOLIDS ARE REMOVED FROM THE PIT. THE WASTE MATERIAL MUST BE RECYCLED OR DISPOSED OF AT AN APPROVE WASTE FACILITY. m LLJ wl z_ 0 z w z O Q CL O LL z w U) If O Lu Ir z U) w a_ U) J z O U) Lu LL m 11 rr w LL z_ C `5 z LL w J w LLI U) rr LIJ m z Lu U) TOTALLY COMWTTIED. NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE. SUITE 100 GLEN ALLEN, VA 23060 804-548-4079 verizonv 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 1 04/20/20 1 REVISED I CCC 4 1 03/09/201 REVISED I Pip 3 1 02/24/201 REVISED I Pip 2 1 12/04/19 1 REVISED I CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD LJS REV DATE DESCRIPTION BY A 0 , O JOHN A. DAUGHTREY III ,.� Lie. No. 0402052122 04/20/2020 �s G� SIONAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 EROSION 8c SEDIMENT CONTROL NOTES ES-3 TM 1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 47X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. LQ1'I _intlll_llglh,l 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. '0��FLOW G EXTENSION OF FABRIICfli IAND WIRE INTO THE TRENCH. FILTER FABRIC NOTE: ALL SILT FENCES ARE TO USE 36 INCH FABRIC AND STAKED WITH 2"X2" HARDWOOD STAKES ON 6' CENTERS VESCH 3.05 SILT FENCE 1 STANDARD FILTER FABRIC FENCE SF ES 4 NTS STONE CONSTRUCTION ENTRANCE GROUND 70' MIN, FILTER CLOTH 6- MIN, I A I SIDE ELEVATION 2' MIN.' 70' MIN. N WASHRACK (OPTIONAU L VDOT #1 I �� POSITIVE DRAINAGE COURSE AGGREGATE a TO SEDIMENT TRAPPING DEVICE . MUST EXTEND FULL WIDTH AND EGRESS PLAN VIEW Oor PERATION 12' MIN. SECTION A -A SECTION B-B EXISTING PAVEMEN' 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN, 0' MIN EXISTING PAVEMENT MIR VESCH 3.02 TEMPORARY CONSTRUCTION ENTRANCE 2 ROCK CONSTRUCTION ENTRANCE CE ES-4 NTS TABLE 332-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90.100% - Improved Perennial Ryegrass " 0-10% - Kentucky Bluegrass 0-10%D High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125lbs. General Slope (3:1 or Slope (3:l or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 21bs. - Seasonal Nurse Crop'* 20 lbs, 150 lbs. Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop" 20 lbs. - Crownvetch •"• 20 lbs. 1501bs. " Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th .................... Annual Rye May 16th through August 15th .................... Foxtail Millet August 16th through September, October ............. Annual Rye November through February ...................... Winter Rye *' * If Flatpea is used, increase to 30lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low - maintenance mixture during warmer seeding periods; add 10-20 lbs/acre in mixes. VESCH 3.32 PERMANENT SEEDING 3 PERMANENT SEEDING ES-4 NTS TABLE 3.31-B PS ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Sigcies lbs. acre PLAN in EXIST. GRADE ") 18" SILT FENCE OR 8" SILT SOXX (OR GREATER) rn SEED W/ VDOT FORMULA "C" IF NOT USED WITHIN 20 DAYS. 18" SILT FENCE OR 8" SILT SOXX (OR GREATER) NOTES: ELEVATION 1. INSTALL SILT FENCE DOWNSLOPE OF AREA OF STOCKPILE. 2. PLACE STOCKPILE IN AREAS SHOWN ON EROSION CONTROL PLAN WITHOUT BLOCKING NATURAL DRAINAGE PATTERNS. 3. FOLLOW DIMENSIONS SHOWN ABOVE. HEIGHT SHOULD NOT EXCEED 35 Fr. SIDE SLOPES SHOULD NOT BE STEEPER THAN 2(H):l(V). 4. SEED IMMEDIATELY IF MATERIAL IS NOT TO BE USED WITHIN 20 DAYS. FOLLOW "SEEDING, FERTILIZATION SCHEDULE & SPECIFICATIONS." 5. LOCATION(S) AND SIZE(S) OF SOIL STOCKPILES ARE APPROXIMATE AND SHALL BE ADJUSTED PER FIELD AND CONSTRUCTION SEQUENCE CONDITIONS. CONTRACTOR SHALL VERIFY REQUIRED SIZE(S). REQUIREMENTS FROM THE STANDARDS DETAIL MUST BE FOLLOWED FOR STOCKPILES. TOPSOIL STOCKPILE AND MAINTENANCE NTS TOPSOIL SPECIFICATIONS 1. TOPSOIL SPECIFICATIONS A. THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIAL (EXCEPT AS HEREIN PROVIDED), TOOLS EQUIPMENT, SUPPLIES, AND SERVICES; AND, SHALL PERFORM ALL WORK NECESSARY FOR PROVIDING (TYPE B AS NECESSARY) AND APPLYING TOPSOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THESE SPECIFICATIONS AND IN CONFORMITY TO THE DEPTHS AND LIMITS SHOWN ON THE DRAWINGS OR AS ESTABLISHED BY THE OWNER. B. PRIOR TO USE OR PLACEMENT, THE CONTRACTOR SHALL SUBMIT CERTIFICATIONS OF SOIL TESTS FOR APPROVAL. SOIL TESTS SHALL BE PROVIDED AT THE RATE OF ONE TEST PER 10,000 SQUARE FEET OF DISTURBED AREA. C. UNLESS OTHERWISE DIRECTED BY THE OWNER, AREAS DESIGNATED TO RECEIVE TOPSOIL SHALL BE GRADED, SHAPED, AND THEN SCARIFIED OR TILLED BY DISKING, HARROWING, OR OTHER APPROVED METHODS TO A DEPTH OF APPROXIMATELY 2". TOPSOIL SHALL BE APPLIED ONLY WHEN THE SUBSOIL IS IN A LOOSE, FRIABLE CONDITION. D. THE CONTRACTOR SHALL PROTECT BENCHMARKS, UTILITIES, AND EXISTING TREES, SHRUBS, AND OTHER LANDSCAPE FEATURES DESIGNATED FOR PRESERVATION WITH TEMPORARY FENCING OR BARRICADES SATISFACTORY TO THE OWNER. E. SUBSOIL ON SLOPES THAT HAVE BEEN HORIZONTALLY GROOVED IN ACCORDANCE WITH THE DRAWINGS SHALL NOT BE LOOSENED. F. THE LOOSE DEPTH OF THE CLASS OF TOPSOIL SHALL BE NO LESS THAN 4" (NOT LESS THAN 6" IN MEDIANS: AND SHALL BE SUFFICIENT TO ALLOW THE AREA TO CONFORM TO THE ELEVATIONS SHOWN ON THE DRAWINGS AFTER TOPSOIL SETTLES. IN NO CASE SHALL THE CONSOLIDATED FINISH ELEVATION OF TOPSOIL EXCEED THE ELEVATION OF ADJACENT STRUCTURES. CONSOLIDATED ELEVATION SHALL BE FLUSH WITH THE ADJACENT STRUCTURES. G. AFTER TOPSOIL HAS BEEN APPLIED, LARGE CLODS, HARD LUMPS, AND STONES MORE THAN 1" IN THE GREATEST DIMENSION, BRUSH, ROOTS, STUMPS, LITTER, AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE AREA. WHEN THE OPERATION IS COMPLETE, THE AREA SHALL BE IN A CONDITION TO RECEIVE SEED, SOD, OR PLANTS WITHOUT FURTHER SOIL PREPARATION. AREAS SHALL BE STABILIZED WITHIN 15 DAYS AFTER TOPSOIL IS APPLIED. H. THE CONTRACTOR SHALL BE REQUIRED TO BACKFILL ALONG EDGES OF CURBS, SIDEWALKS AND ENTRANCES WHERE SETTLEMENT HAS OCCURRED AND RESHAPE AND RESLOPE, WHERE DIRECTED, PRIOR TO PLACEMENT OF TOPSOIL AS WELL AS TO ADD ADDITIONAL TOPSOIL AS REQUIRED DUE TO SETTLEMENT OR EROSION AT NO ADDITIONAL COST TO THE OWNER. Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secale cereale) PRI Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 MA} (Lolium multi-florum) CLEARI� May 1 - Aug 31 German Millet 50 (Setaria italica) VESCH 3.31 TEMPORARY SEEDING 5 TEMPORARY SEEDING ES-4 NTS TS NO STANDARD CONSTRUCTION NUMBER NOTES: 1. THE TREE PROTECTIVE BARRIER MUST CONSIST OF ORANGE SAFETY FENCING, NOT LESS THAN THREE FEET HIGH AND SUPPORTED BY WOOD/METAL POLES. 2. THE TREE PROTECTIVE BARRIER WILL NEED TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION. 3. APPROVAL OF TREE PROTECTIVE BARRIER WOULD NEED TO OCCUR PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND FINAL SITE PLAN APPROVAL. VESCH 3.38 TREE PRESERVATION AND PROTECTION s TREE PROTECTION FENCE TP ES-4 NTS w w z_ CD z LLJ z U J CL CL Q z 0 Q O LL z W f- 0 M O U LLJ z 0 Cn w U) —i z O Cn Cf) w LL Ir w u1 z_ C `5 z w TOTALLY COMMITTED. NB+C ENGINEERING SERVICES, LLC. 4435 WATERFRONT DRIVE, SUITE 100 GLEN ALLEN, VA 23060 804-5484079 verizonr 1831 RADY COURT RICHMOND, VA 23222 WILD TURKEY WILD TURKEY LANE CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY REVISIONS 5 04/20/20 1 REVISED CCC 4 03/09/20 REVISED PJP 3 02/24/20 REVISED PJP 2 12/04/19 REVISED CCC 1 11/18/19 FINALS CCC 0 10/30/19 PRELIMINARY CD LJS REV DATE DESCRIPTION BY i o 1AVv`� v JOHN A. DAUGHTREY III a Lie. No.0402052122 -P 04/20/2020 4�1�1 SYQNAL JOHN A. DAUGHTREY III, P.E. VA PROFESSIONAL ENGINEER LIC. #052122 EROSION SEDIMENT CONTROL DETAILS ES-4 G©IV$ite` February 6`h, 2020 TO: County of Albemarle - Department of Community Development 401 McIntire Road, North Wing Charlottesville, VA 22902 RE: Verizon / Wild Turkey (Cross Property) — Application Number SP202000004 - Tier III Personal Wireless Service Facility Special Exception Request for Modified Flush -Mount Antenna Mounting To Whom It May Concern: This letter is being submitted pursuant to Section 5.1.40.a(12) as a request for approval of a Special Exception to modify Section 5.1.40.b(2)(c) - Projection in order to allow Verizon's proposed antennas to be installed in a modified flush -mount array. Please find information supporting Verizon's request in the sections provided below: Section 5.1.40.a(12): "Special Exception. If the proposed facility does not comply with any provision of section 5.1.40, the applicant shall request a special exception in writing as part of the application. The request shall identify which regulation in section 5.1.40 for the special exception is requested and a justification for the special exception." Verizon will address the requests and justifications for required Special Exceptions below: Request to modify Section 5.1.40.b(2)(c) of the Zoning Ordinance: "Projection. No antenna shall project from the facility, structure or building beyond the minimum required by the mounting equipment, and in no case shall the closest point of the back of the antenna be more than twelve (12) inches from the facility, structure, or building, and in no case shall the farthest point of the back of the antenna be more than eighteen (18) inches from the facility, structure, or building." The proposed alternative mounts will allow all six of Verizon's antennas to be installed at the same mounting level on the proposed monopole, but they won't allow the antennas to meet the smaller maximum stand-off restriction of 12 inches. Therefore, Verizon is requesting approval of this Special Exception to allow a modification of the standard restrictions on antenna mounting distances. In this case, the closest point from the monopole bottom to top at the backs of the proposed antennas will be approximately 18". Therefore, the proposed mounts will allow antennas to comply with the larger of the standoff limitations by 513 Stewart Street Suite E Charlottesville, VA 22902 G©IV$ites" being 18" from the monopole's face at their tops and bottoms. Instead of requiring mechanical (physical) tilting, the proposed Commscope NHH-65C-R2B antennas are equipped with Remote Electrical Tilt (RET) capabilities that allow antenna elements and their beams to be tilted electronically from inside the panels and without changing the distance from the monopole. Therefore, the greatest distance between the antennas and pole will actually be equal to or less than 18" which maximum that is allowed. Approval of the proposed Special Exception will allow Verizon to better serve the surrounding areas in a more efficient way by allowing all six (6) of the antennas to clear the treetops and deploy the company's four licensed frequencies at the same mounting height. This is especially important, because in previous cases Verizon had been required to vertically stack two (2) separate antennas arrays, with parts of the lower antennas being situated below the tops of some surrounding trees. At the same time, the distance between the monopole and antennas within the proposed array will not greatly increase any perceived visual impacts because the antennas will still comply with the maximum distance that is normally allowed. Verizon also notes that the proposed configuration has been approved for other facilities within Albemarle County, so there should be no concerns about setting a design precedence with the approval of this request. Therefore, the requested Special Exception for the proposed mounting distance should be consistent with the criteria that are necessary for modification or waiving the requirements of Section 5.1.40.b(2)(c). Please not hesitate to contact me at your earliest convenience if you should have any questions, comments or concerns, or will require any additional information for the review and approval of this request. Sincerely, �), 4- Nathan Holland Senior Site Development Manager GDN Sites — Consultant to Verizon Wireless Phone: 757-305-8420 n athan.holland(u,adnsites.com 513 Stewart Street Suite E Charlottesville, VA 22902 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fax (434) 9724126 February 4, 2020 Nathan Holland GDN Sites 513 Sewart Street, Suite E Charlottesville, VA 22902 RE: ARB-2019.156: Wild Turkey (Cross Property) Tier II PWSF (TMP: 05700-00-00-041L0) Dear Mr. Holland, The Albemarle County Architectural Review Board, at its meeting on Monday, February 3, 2020, completed a preliminary review of the above -noted request and took the following actions. Reaardino the Special Use Permit, the Board by a vote of 5:0, forwarded the following recommendation to the Planning Commission: The ARB finds that the proposed location will sufficiently minimize the visibility of the monopole from the Entrance Corridor, based on continued existence of trees in the right-of- way. Reaardino the Certificate of Appropriateness for the ground Certificate of Appropriateness for the ground equipment and base station: base s�tion• The ARB recommends approval of the Certificate of Appropriateness with the following condition: Eliminate visibility of ground equipment. Fence height must be the shortest height that will provide screening. Demonstrate lack of visibility. Reaardina recommendations on the plan: 1. Correct and coordinate information on tree removal. 2. Correct discrepancies with the Drawing Index. Please provide: 1. Two full sets of revised drawings aooressmg eacn of the comments listed above. Include updated revision dates on each drawing. 2. A memo including detailed responses indicating how each condition has been satisfied. If changes other than those requested have been made, identify those changes in the memo also. Highlighting the changes in the drawing with "clouding" or by other means will facilitate review and approval. 3. The attached "Revised Application Submittal" form. This form must be returned with your revisions to ensure proper tracking and distribution. When staff's review of this information indicates that all conditions of approval have been met, a Certificate of Appropriateness may be issued. If you have any questions concerning any of the above, please feel free to contact me. Sincerely, 7-1 f Khris Taggart Planner cc: Robert L, Cross & Jeanne K Cross Trustees of the Living Trust C/O American Tower, Property Tax Dept P.O. Box 723597 Atlanta, GA 31139 File COUNTY OF ALBEMARLE Department of Community Development REVISED APPLICATION SUBMITTAL This form must be returned with your revisions to ensure proper tracking and distribution. County staff has indicated below what they think will be required as a resubmission of revisions. If you need to submit additional information please explain on this form for the benefit of the intake staff. All plans must be collated and folded to fit into legal size files, in order to be accepted for submittal. TO: PROJECT NAME: DATE: Submittal Type Requiring Revisions Olndim a Submittal Cud` County Project Number # Copies Erosion & Sediment Control Plan E&S) Mitigation Plan MP Waiver Request WR Stormwater Management Plan SWMP Road Plan Private Road Request, with private/public comparison PRR Private Road Request — Development Area PRR-DA Preliminary Site Plan PSP Final Site Plan or amendment FSP Final Plat FP Preliminary Plat PP Easement Plat EP Boundary Adjustment Plat AP Rezoning Plan RE Special Use Permit Concept Plan (SP-CP) Reduced Concept Plan R-CP Proffers P Bond Estimate Request BER Draft Groundwater Management Plan D-GWMP Final Groundwater Management Plan F-GWNV Aquifer Testing Work Plan ATWP Groundwater Assessment Report GWAR Architectural Review Board ARB 1 Other: Please explain For staff use only) Submittal Code # Copies Distribute To: Submittal Code # Copies Distribute To: A" I K. Taggart (240) 250 •styli Ul1y 'grole Gee Greek Nz �+ck��grp View 5 6 —sr le GZ9 p - View 6 1 t .t -- 6 F (lYC View 10 View 2 'E f zso View 9 � View 7 Site Shadetree Mulch View 1 And Compost View 8 DAkfish Gap To�vo e View 3 View 4 7iew View 12 Wild Turkey CLOVER FARM Location Map - not visible - visible x site Name:Wlid Turkey Phdfagraph lnkrmafion: Winless Communfe.Yen Fedldy Mew 3- Fovdale Lane B Rockfish Wild Turkey Lane Gee Tumplke White Hell, VA 12&13 Mew hom Me seuthwest TOTALLY COMMITTED. SITE NOT VISIBLE �W Q Bit. Tolkoy rel. p w Fisafty "t g"",h ilk I 'd A wt 0 I Alt,. 4:r 10 p 14 pip - ' ` 11 �'_ - �.. , `L• - Ir, A&V .01 'I AAM 'ST kL AT 47 Wild Turkey Lane .n the South I X$iF•fl Ilk 11 rcj;kll, ia0on [ernM VleewW O-B�mf Aw�R] �� Y� t� WXE TUAey lerx y wna.x.n. vnipipLLY COMMITI'EO ia0on [ernM VlenwW O-B�mf Aue R] �� Y� t� '. Md ey llna...lArx tlrensl y wn. vnTOTALLY COMMITI'EO ia0on [ernM VleewW O-B�mf Aw�R] �� Y� t� WXE TUAey lerx y wna.x.n. vnipipLLY COMMITI'EO ia0on [ernM VlenwW O-B�mf Aue R] �� Y� t� '. Md ey llna...lArx tlrensl y wn. vnTOTALLY COMMITI'EO Y :.'i kc ► .SITY ri_ Y :.'i kc ► .SITY ri_ 4 6 b 0+ U7 I�Y a lR Q4 ,-- a 0 MM Q4 OrdP Qii Q ell = 4 bckfish=Gap=Tpke �. 0 . o n a° P 0 O P Creek V G, o a O, 0 9 a•o O O b, O s- ga 0°n % P i a� e D 6 i C -- Prepared by Albemarle County Map created by Andrew Knuppel, June 2020. N SP202000004 Wild Turkey Tier III PWSF Note: The map elements depicted are graphic representations ,.1 and are not to be construed or used as a legal description. Viewshed Analysis d Buildings Aerial Imagery 2013 Commonwealth of Virginia Not Visible Driveways 0 SOD 1,000 1,500 ZOOO F"t Visible Roads a 100 no 300 e00 M.W. 0 Tree Cover w Streams 0 Proposed Facility Location Water Bodies Analysis Area (1 mile radius) This map utilizes the height of the tower provided by the applicant, the County's data on topography and tree heights and canopy to conservatively estimate where the tower will be visible. The elevation surface used to create the viewshed was derived from UDAR data flown in late 2015. This accounts for the height of buildings/vegetation/etc. at the date of acquisition. The land cover data used to identify tree canopy is from the statewide land cover dataset created by Worldview and organized by VGIN. In Albemarle, they used aerial photos from 2013. It shows that the tower would be visible in areas depicted on the map in pink. The map does not identify the level of visibility from these locations; but merely references that the tower is visible from these location. This map was used as a reference tool during the balloon test and staff does not have photographs from all of these locations, as many of these locations are in the middle of private properties. This map is merely another tool to consider visual impacts of the facility on surrounding properties. nv o A V 0 County of Albemarle Department, Communi Development Memorandum To: Christopher Perez From: Bill Fritz, AICP Date: March 21, 2016 Subject: SP 2016-04 Albemarle High School Communication Facility If this application is approved it will be impacted by the FCC's action published January 8, 2015 which includes provisions addressing State and Local Review of Applications for Wireless Service Facility Modification. The FCC rule, in part, limits the ability of the County to review additional uses and modifications to wireless facilities. The County's ability to deny additional antenna, modification of antenna and increases in the tower height is limited. The County may only deny changes to the facility if: - The tower is increased in height by more than 20 feet; or - Antenna or other equipment would protrude more than twenty feet from the tower; or - More than four ground based cabinets are added; or - Excavation occurs outside the lease area; or - The change would defeat concealment elements. The Zoning Ordinance defines "concealment elements of the eligible support structure" (this tower if approved would be an eligible support structure): "Concealment elements of the eligible support structure: Any condition of approval, including any applicable requirement of section 5.1.40 in effect at the time of approval, established and imposed on the personal wireless service facility as a concealment technique and which includes conditions or regulations pertaining to antenna size, color of the structure and all equipment, antenna mounting techniques, including the requirement that antennas be flush mounted, maximum tower diameters at the base and top, limitations on tower height relative to a reference tree, screening by trees including the restrictions on removing trees that are screening the tower, siting towers so that they are not skylighted, requirements as to how cables should be located on a tower, and the size, location, design, and screening for ground based equipment." It is recommended that staff identify for the Board what if any features of the facility may be considered "concealment elements of the eligible support structure". If the Board of Supervisors approves this request it is recommended that they identify what, if any, conditions of approval should be considered "concealment elements of the eligible support structure". Without citing any "concealment elements of the eligible support structure" the County will be required to approve any requested changes that do not violate limitations cited above. If you would like something to be prepared as an attachment for the staff report please let me know and I will prepare something.