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HomeMy WebLinkAboutSDP200800178 Legacy Document 2009-01-27Ersl) ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP 2008 -178 Dickerson Staff: Elizabeth Marotta, Senior Planner Property, NTELOS CV842 PWSF Planning Commission Public Hearing: Board of Supervisors Hearing: February 3, 2009 N/A Owners: Mary I. and Robert W. Dickerson Applicant: Jessie Wilmer for NTELOS, and Virginia PCS Alliance LC Acreage: 2.00 Acres Rezone from: Not applicable (Lease Area: 625 square feet) Special Use Permit for: Not applicable TMP: Tax Map 58, Parcel 13A By -right use: RA, Rural Area Location: 1108 Dry Bridge Road [State Route 708] approximately 300 feet south of the intersection of Dry Bridge Road [State Route 7081 and Ivywood Lane Private Magisterial District: Samuel Miller Proffers /Conditions: No Requested # of Dwelling Units /Lots: N/A DA - RA - X Proposal: Proposal to install a Tier II Comp. Plan Designation: Rural Area in personal wireless service treetop facility. Rural Area 3 The proposed facility consists of a 104.5 -foot tall monopole measured above ground level (AGL), painted brown with an approximate top elevation of 798.57 feet, measured above mean sea level AMSL . Character of Property: Forested with a Use of Surrounding Properties: Single - single family dwelling family Residential Factors Favorable: See Report Factors Unfavorable: See Report Recommendation: Section 5.1.4 Personal Wireless Facility- Staff recommends approval of this personal wireless service facility. Based on findings presented in the staff report, staff recommends approval at 10 feet above the reference tree. STAFF CONTACT: PLANNING COMMISSION: AGENDA TITLE: PROPERTY OWNER: APPLICANT: Elizabeth M. Marotta February 3, 2009 SDP 08 -178: Dickerson Property/ NTELOS Tier II Mary I. and Robert W. Dickerson Virginia PCS Alliance DB /A NTELOS PROPOSAL: Request for approval of a treetop personal wireless service facility with a steel monopole that would be approximately 104.5 feet tall (10 feet above the height of the tallest tree within 25 feet), with a 54 -inch tall by 11 -foot 6 -inch long equipment sled that will be contained within a 625 square foot lease area. This application is being made in accordance with Section 10. 1.22 of the Zoning Ordinance, which allows for Tier II wireless facilities by right in the Rural Areas. The property is 2.00 +/- acres, described as Tax Map 58, Parcel 13A, and is located in the Samuel Miller Magisterial District. The parcel is zoned RA, Rural Areas. COMPREHENSIVE PLAN: The Comprehensive Plan designates the property as Rural Area in Rural Area 3. CHARACTER OF THE AREA: The proposed facility will be located approximately 262 feet north of Dry Bridge Road (State Route 708) in an area that is wooded [See Vicinity Maps, Attachment A]. Access to the facility will be from an existing gravel road (varying width) and a new 10 -12' wide gravel access to be installed at -grade. There is an existing dwelling on the site, and the nearest off -site dwelling unit to this site is approximately 170 feet northeast of the proposed facility site. PLANNING AND ZONING HISTORY: None available. STAFF COMMENT: Section 3.1 provides the following definitions that are relevant to this proposal: Tier II personal wireless service facility: A personal wireless service facility that is a treetop facility not located within an avoidance area. Treetop facility: A personal wireless service facility consisting of a self- supporting monopole having a single shaft of wood, metal or concrete no more than ten (10) feet taller than the crown of the tallest tree within twenty-five (25) feet of the monopole, measured above sea level (ASL), and includes associated antennas, mounting structures, an equipment cabinet and other essential personal wireless service equipment. Avoidance area: An area having significant resources where the siting of personal wireless service facilities could result in adverse impacts as follows: (i) any ridge area where a personal wireless service facility would be skylighted; (ii) a parcel within an agricultural and forestal district; (iii) a parcel within a historic district; (iv) any location in which the proposed personal wireless service facility and three (3) or more existing or approved personal wireless service facilities would be within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet; or (v) any location within two hundred (200) feet of any state scenic highway or by -way. Section 5.1.40(d), "Tier 11 facilities" states: "Each Tier 11facility may be established upon commission approval ofan application satisfying the requirements of subsection 5.1.40(a) and demonstrating that the facility will be installed and operated in compliance with all applicable provisions of this chapter, criteria (1) through (8) below, and satisfying all conditions of the architectural review board. The commission shall act on each application within the time periods established in section 32.4.2.6. The commission shall approve each application, without conditions, once it determines that all of these requirements have been satisfied. If the commission denies an application, it shall identify which requirements were not satisfied and inform the applicant what needs to be done to satisfy each requirement. " The applicant has submitted an application that satisfies the requirements set forth in Section 5.1.40(a) and has performed a balloon test at the location of the proposed facility. The balloon test was conducted on January 9, 2009. Section 5.1.40(d)(1): The facility shall comply with subsection 5.1.40(b) and subsection 5.1.40(c)(2) through (9). Staff has determined that the proposed facility's location complies with all of the exemptions of Section 5.1.40(b) and the proposed equipment meets all relevant design, mounting and size criteria that are set forth in Section 5.1.40(c)(2) and (3). The remainder of subsection (c) provides requirements that are subject to enforcement if the facility is approved. Section 5.1.40(d)(2): The site shall provide adequate opportunities for screening and the facility shall be sited to minimize its visibility from adjacent parcels and streets, regardless of their distance from the facility. If the facility would be visible from a state scenic river or a national park or national forest, regardless of whether the site is adjacent thereto, the facility also shall be sited to minimize its visibility from such river, park or forest. If the facility would be located on lands subject to a conservation easement or an open space easement, the facility shall be sited to so that it is not visible from any resources specifically identified for protection in the deed ofeasement. The proposed facility includes a monopole that would have a height of approximately 104.5 feet above ground level (AGL) or 798.57 feet above mean sea level (AMSL). The height of the reference tree is approximately 788.57 feet above mean sea level (AMSL) and is located approximately 17 feet northwest of the proposed monopole. A balloon test was conducted on January 9, 2009. During the site visit, staff observed a test balloon that was floated at the approximate height of the proposed monopole. The balloon was not visible from some locations and slightly visible from other various locations. As the photos in Attachment D show, in some locations the balloon was visible through the trees; the test was performed in winter when there were no leaves on the trees. Where the balloon was visible above the trees, it was from a great distance and the balloon was almost imperceptible, or, it was seen for a short distance between a break in the tops of trees. Because no trees are to be removed during construction visibility of the tower is not expected to increase. In addition, the ground equipment is not expected to be visible, as it is proposed to be located behind an existing building. Furthermore, the equipment is proposed to be located within an existing stand of trees and painted "Java Brown" in color, thereby further diminishing its visibility. This low level of visibility is not expected to have a negative impact on adjacent properties or public streets. The balloon was highly visible from one location- immediately across Dry Bridge Road. The subject property is elevated compared to the road, therefore cars driving along Dry Bridge Road will see the embankment and not be able to see the tower. However, due to the cut in the embankment where the driveway is, the tower and balloon are clearly visible from directly across Dry Bridge Road. Screening is not provided due to the location of the driveway and gravel access drive, however the existing house will help screen the equipment at ground level. Additionally, the impact of visibility from the driveway and across the street will be minimized due to the color and size of the pole and antenna, and, all cabling and wires associated with the pole are required to be internal to the steel monopole. Together, these measures minimize the visibility of the facility. Section 5.1.40(d)(3): The facility shall not adversely impact resources identified in the county's open space plan. Staff's analysis of this request addresses the concern for the possible loss of aesthetic or historic resources. The proposed lease area is not delineated as a significant resource on the Open Space and Critical Resources Plan. Staff believes there is no significant loss of resources related to the installation of the facility. Records of the Virginia Department of Historic Resources show two surveyed resources in the immediate vicinity of the project area; neither of the properties has been evaluated for eligibility for listing on state or national registers, and neither property appears to retain its architectural integrity. There do not appear to be any significant landscapes or views associated with these resources. The proposed facility is not expected to have any significant impact on the setting or character of these resources. The County's wireless service facilities policy encourages facilities with limited visibility, facilities with adequate wooded backdrop, and facilities that do not adversely impact Avoidance Areas (including Entrance Corridors and historic resources). The proposed location is not within and will not be visible from an entrance corridor. A tree conservation plan, with measures limiting the impacts to existing trees remain will be submitted prior to application for the building permit, as required by the ordinance. Section 5.1.40(d)(4): The facility shall not be located so that it and three (3) or more existing or approved personal wireless service facilities would be within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet. 0 There is no existing personal wireless service facility located within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet. Section 5.1.40(d)(5): The maximum base diameter of the monopole shall be thirty (30) inches and the maximum diameter at the top of the monopole shall be eighteen (18) inches. Notes on the site plan for this facility propose a monopole diameter not to exceed 30 inches at the base or 18 inches at the top. These dimensions comply with the maximum width requirements for treetop monopoles serving Tier II facilities. Section 5.1.40(d)(6): The top of the monopole, measured in elevation above mean sea level, shall not exceed the height approved by the commission. The approved height shall not be more than seven (7) feet taller than the tallest tree within twenty-five (25) feet of the monopole, and shall include any base, foundation or grading that raises the pole above the pre - existing natural ground elevation; provided that the height approved by the commission may be up to ten (10) feet taller than the tallest tree if the owner of the facility demonstrates to the satisfaction of the commission that there is not a material difference in the visibility of the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree; and there is not a material difference in adverse impacts to resources identified in the county's open space plan caused by the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree. The applicant may appeal the commissioner's denial of a modification to the board ofsupervisors as provided in subsection 5.1.40(d)(12). As mentioned previously in this report, the proposed monopole would have a height of approximately 798.57 feet above mean sea level (AMSL). The height of the reference tree is approximately 788.57 feet above mean sea level (AMSL). The proposed monopole will be (10) feet taller than the tallest tree within twenty -five (25) feet. Based on field visits and photographs taken of the balloon test, there would be no material difference between a tower at the proposed height and one three (3) feet shorter. Section 5.1.40(d)(7): Each wood monopole shall be a dark brown natural wood color; each metal or concrete monopole shall be painted a brown wood color to blend into the surrounding trees. The antennas, supporting brackets, and all other equipment attached to the monopole shall be a color that closely matches that of the monopole. The ground equipment, the ground equipment cabinet, and the concrete pad shall also be a color that closely matches that of the monopole, provided that the ground equipment and the concrete pad need not be of such a color if they are enclosed within or behind an approved structure, fagade or fencing that: (i) is a color that closely matches that of the monopole; (ii) is consistent with the character of the area; and (iii) makes the ground equipment and concrete pad invisible at any time of year from any other parcel or a public or private street. The applicant is proposing the installation of a facility with a steel monopole. The proposed color for the tower is a brown paint (Sherwin Williams #4008 Umbra) to match existing surroundings. The proposed equipment sled will be a combination of brown metal siding (SW #4008 Umbra) [Attachment B]. Section 5.1.40(d)(8): Each wood monopole shall be constructed so that all cables, wiring and similar attachments that run vertically from the ground equipment to the antennas are placed on the pole to face the interior of the property and away from public view, as determined by the agent. Metal monopoles shall be constructed so that vertical cables, wiring and similar attachments are contained within the monopole 's structure. A note is provided on the site plan to indicate that vertical cables, wiring and similar attachments will be located inside the monopole. The regulation of the placement, construction and modification of personal wireless facilities by any state or local government or instrumentality thereof shall not prohibit or have the effect of prohibiting the provision ofpersonal wireless services. The Telecommunications Act addresses concerns for environmental effects with the following language, "No state or local government or instrumentality thereof may regulate the placement, construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commissions' regulations concerning such emissions." In order to operate the proposed facility, the applicant is required to meet the FCC guidelines for radio frequency emissions. These requirements will adequately protect the public health and safety. It is staffs opinion that the denial of this application would not have the effect of prohibiting the provision of personal wireless communication services. RECOMMENDATION: Staff recommends approval of this personal wireless service facility. Based on findings presented in the staff report, staff recommends approval at 10 feet above the reference tree. SUMMARY: Staff has identified factors which are favorable and unfavorable to this proposal: Factors favorable to this request include: 1. The lease area for the ground equipment and monopole are not located on significant features identified in the Open Space Master Plan. 2. The facility has limited visibility from surrounding areas and where the site is visible, the design of the facility minimized visibility. Factors unfavorable to this request include: The facility is visible from the bottom of the driveway and from the residences across the street. * In order to comply with Section 5.1.40(d) of the Zoning Ordinance, the Planning Commission is required to provide the applicant with a statement regarding the basis for denial and all items that will have to be addressed to satisfy each requirement. 0 ATTACHMENTS: A. Vicinity Map and Aerial of parcel B. Applicant Justification Letter and Application material C. Site Plan D. Balloon photos at various locations M M p! 8 S or B x [f2n� � i 333 = ,if��l�l�tl�ei�lfill 11010I1'❑IIIt❑■■❑■❑ ■■■ L. LL � Gt 1,F %i. Tt. e. '• i "Tele December 5, 2008 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 1150 Shenandoah Village Drive Waynesboro, VA 22980 RE: NTELOS Tier II Application — Personal Wireless Service Facility at CV842 West Ivy (Dickerson Property) Dear Sir/Madam; Virginia PCS Alliance, L.C. (` NTELOS') requests the consideration of the Albemarle County Planning Commission for the construction of a personal wireless service facility by NTELOS located on property owned by Mary I. and Robert W. Dickerson described as tax parcel 58 -13A, containing approximately 2.00 acres, and zoned Rural Areas (RA) in the Samuel Miller Magisterial District. The property is not located within an Entrance Corridor. The proposed facility is located at 1108 Dry Bridge Road south of Rt. 250 (Ivy Road). NTELOS is in the process of improving its existing services along Rt. 250 just west of the blinking caution light at Ivy (propagation map #1). The proposed personal wireless service facility shall follow the Tier II treetop facility guidelines as set forth in the Personal Wireless Service Facility Guidelines Policy (`the Policy') adopted by Albemarle County. Attached is a site plan of the location and design of the proposed facility. The proposed Tier II treetop facility shall include a steel monopole painted brown, 104.07 ft. in height, with a top elevation of 798.57 ft. Above Mean Sea Level. The proposed monopole shall be 10 ft. taller than the 97 ft. tall scarlet oak tree identified on the site plan as the reference tree ( #20) with a top elevation of 788.57 ft. Above Mean Sea Level. The base of the monopole is 3 ft. higher in elevation than the reference tree. The monopole will have a flush - mounted antenna array consisting of three (3) panel antennas measuring 72.4 in. (L) x 6.3 in. (W) x 3.3 in. (D) each. The antennas shall not project more than twelve (12) inches from the facility. The antennas and cabling will be painted brown to further camouflage the facility. The proposed ground equipment will be located within the 25 ft. x 25 ft. leased compound area. NTELOS will access the proposed facility by the existing driveway access to the home off Dry Bridge Road. Attached is a Tree Conservation Plan developed by Bartlett Tree Experts as required by the Policy. The Plan recommends the removal of only two (2) trees within 25 ft. of the 10 Attachment 8 proposed facility ( #108 and #110) due to significant decay. No other trees shall be removed. The proposed facility is located within a wooded area and will blend in with the natural environment. There will be no tree removal for additional ingress/egress access. While it is the goal of Albemarle County to protect its natural, scenic and historic resources and to retain the attractiveness of the County, the proposal by NTELOS has been maintained by complying with the guidelines established by the Policy. The brown monopole type flush - mounted design, the height above the tree tops and the strategic location of the facility are designed to minimize the visibility of the facility while still providing significant improvement to the NTELOS coverage objective (propagation map #2). The balloon test conducted at 7 ft. above the reference tree indicates the proposed facility would appear only minimally from Rt. 250 (Ivy Road) and Rt. 738 (Morgantown Road). The design of the proposed facility is compatible with the area's rural setting. A determination from the Virginia Department of Historic Resources has been requested but not yet received. The proposed facility is located within a grove of deciduous trees behind the home on the property. The view from Rt. 708 (Dry Bridge Road) is mitigated by the deciduous trees on the subject parcel as well as adjacent properties, which will help it blend in, and thus minimizing the view of the facility. While conducting a balloon test, the visibility of the balloon was minimal and at a great distance from Rt. 250 through a row of deciduous trees along the roadside, minimally along Rt. 738 (Morgantown Road) and at the intersection of Rt. 738 (Morgantown Road) and Rt. 676 (Tilman Road) near the blinking yellow light (photo simulations #1 -5). Once constructed, the proposed facility will be visited approximately 1 -2 times per month for normal routine maintenance checks. Outdoor lighting for the facility shall be only used during maintenance checks. The proposed facility is fully consistent with the County's Wireless Telecommunications Policy. It is a treetop monopole structure, has flush mounted antennas, has minimal visual impact on the surrounding area, and provides adequate height and coverage objective for NTELOS. As a personal wireless service facility, this proposal will serve the public health and safety needs to the community by providing increased communication coverage in this well traveled area. I look forward to receiving your comments regarding this proposal. Please feel free to contact me if you need additional information. Sincerely, /. Je sica L. Wilmer NTELOS (540) 941 -3610 CC: Valerie Long — Williams Mullen F \1 B A R T L E T T T R E E E X P E R T S 11X5 FIVE ,SPRINGS ROAD, CHARLOTTESVILLE, VA 22902 -8785 • (434) 971 -3020 • FAX (434) 971 -1331 10/14/08 Jessie Wilmer Virginia West Network Coordinator nTelos 1150 Shenandoah Village Drive Waynesboro, VA. 22980 Dear Ms. Wilmer, Enclosed you will find a Tree Conservation Plan for the proposed project entitled "CV842 Drybridge Road." The plan is designed to specify the necessary tree protection methods and procedures required to minimize construction stress on the trees that will be impacted by this project, as well as to identify existing hazardous trees that are recommended for removal. Trees are recommended for removal when they are located within 1.5 times their height from the proposed structure and meet the following criteria: o The tree is dead or in irreversible decline. o The tree is an unreasonable risk due to a structural defect that cannot be reduced to a reasonable risk level through the implementation of standard arboricultural practices. This particular site is unique in that the pole will be located near a house, Minimal site disturbance and impact is expected due to easy access to site Two trees have significant decay and should be removed to avoid risk of damage to person and property, I have developed a table that describes each tree species, specific recommendations for their care, and any relative comments. The required tree protection procedures are broken up into 3 categories, pre- construction, during construction, and post- construction. Sincerely, Michael Abbott ISA Certified AoprISA.HARTLETT TREE EXPERT COMPANY M5 in Forestry SCIENTIFIC TREF CARE SINCE 1907 1?j Corporate Office: P.O. Box 3067. Stamford. Connecticut 06905 -0(167 • (203) 323 -1131, FAX (203) 323 -1129 %%%.hertlett.com or, "114 BARTLETT Tree Conservation Plan CV 842 — Drybridge Road Tree Table ID# HEIGHT SPECIES DIAMETER 100 40' Hickory 6" 101 70' N. Red Oak 15" 102 40' N. Red Oak 6" 103 18' Black Gum 3" 104 74' Chestnut Oak 15" 105 12' Black Gum 3" 106 15' Dogwood 3" 107 17' Black Gum 2" 108 38' Black Gum 8" 109 97' Scarlet Oak 30" 110 66' Chestnut Oak 17" 111 13' Black Cherry 1" 112 62' Paulownia 19" 113 15' Peach 4" 114 35' Hickory 4" 115 18' Dogwood 5" 116 35' Chestnut Oak 3" 117 48" Ailanthus 7" 118 77' Chestnut Oak 15" 119 18' Chestnut Oak 3" 120 37' Ailanthus 4" 121 68' Hickory 13" 122 41' White Oak 5" 123 24' Hickory 3" 124 83' White Oak 15" 125 91' Scarlet Oak 27" 126 61' White Oak 9" 127 87' Scarlet Oak 18" 128 76' White Oak 12" 129 16' Black Gum 2" 130 41' White Oak 5 "' �) o i �1111 BART LETT r Tree Conservation Plan CV 842 — Drybridge Road Tree Protection Procedures Pre - construction o A composite soil sample shall be taken from the site for analysis of soil pH, organic content, nutrient levels of nitrogen, potassium, phosphorus, iron, magnesium, and manganese, and to establish cation exchange capacities. c The following trees shall be removed without damage to surrounding trees Trees # 108 and 110 o A tree protection zone shall be established to minimize soil compaction, and root, stem and branch damage during construction. The zone will be defined as an area that is 9 inches times the diameter at breast height (DBH) away from any tree to be protected. o A 4 foot high, orange, UV- resistant, high - tensile strength, barricade fabric fence shall be installed to define the Tree Protection Zone and limit access. During Construction o The Tree Protection Zone will be inspected and maintained on a daily basis. • Trees shall be inspected on a regular basis by a certified Arborist to evaluate for construction trauma, as well as for secondary pest and disease concerns, and irrigation needs. • No construction equipment, supplies or debris will be allowed in the Tree Protection Zone. o Trenching or excavation within the Tree Protection Zone will not be allowed without consultation with certified Arborist and will require specialized equipment to perform proper root pruning. o Root pruning will be performed under the supervision of a certified Arborist and l will be performed in such a manner, and with equipment designed to cut &0 BARTLETT i through roots cleanly, so as not to tear roots. If roots greater than 2 inches in diameter are encountered during root pruning, they shall be traced back towards the tree using an air -spade and pruned by hand at a point specified by the Arborist. o Grade changes around trees shall be avoided. Excess soil and debris must be removed from site. Post - construction o Tree protection fencing shall be removed. o The following trees shall be fertilized based on specific needs as determined by soil analysis. Fertilization should include Mycorrhizae inoculation for mature trees, and should be applied using the sub - surface soil injection method. Trees # 100 -130 o Trees that have been affected by construction shall be pruned to remove any dead or damaged limbs. Any bark wounds shall be traced to promote wound closure. o Trees shall be inspected during the growing season following construction by a certified Arborist to evaluate for construction trauma, as well as for secondary pest and disease concerns, and irrigation needs. The inspection period will extend for up to 18 months following completion of construction. P � f �!Ji�lilll��d'•i�3�1!I Ell ❑IIIt■o[] ■E■ U) z O_ Q U O J Cl) O O v' �r. •- O i s 2 _ i 3 1L. c� - � I N 1 N Q:OC: M 2 Q � ♦ ZJ 4a 1 y nn ow Q ..r Y v ti� 4, J� ?i I ii , WW ./yi v c `� > r . WA, ,!r P f Cl IL + dy,�y 4 , f ' �. 0 Z a 4 , f ' �. m ' Z. 4 � . :.4S i Zft -� `l — o �O _ 4.0 0 Q N� 5 $ co 1`.� 14 co ro r 41 d N ca N 1 'O co 4U O= 00 C 275 0 U') LA CL O= p0 OAW �� $ co Z cn �ILI $/ yb GENERAL NOTES Pi-I TREE SURVEY TR-I 20. ALL DIMENSIONS. ELEVATIONS, AND EXISTING CONDITIONS SHOW ON THE DRAWINGS SHALL BE FIELD VERIFIED BY ME CONTRACTOR PRIOR TO ME _... ,. ... LAYOUT PLAN LP-1 -.., DETAILED LAYOUT PLAN LP -2 SIGHT DISTANCE VERIFICATION BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK 1, OWNER ADDRESS: MARY I. AND ROBERT W. DICKERSON S -1 SECTIONS AND DETAILS S-2 ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO S-3 P.O. BOX °'oon.Nedo 'JNecl - "d, I E -2 THE ATTENTION OF THE OWNER AND THE OWNERS ENGINEER. THE DISCREPANCIES ELECTRICAL DETAILS 29 IOU, VA 22945 LcpU E -4 ELECTRICAL NOTES MUST BE RESOLVED BEFORE ME CONTRACTOR IS TO PROCEED WITH THE WORK. ® m .r- „ ME CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. NY Ad c -, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY 2. SITE ADDRESS: 1108 DRY BRIDGE ROAD CHARLOTTESMLLE, VA. 22903 <Sd I'TT' PI _ "`'1' 29 2 RESPONSIBLE FOR ALL CONSTRUCTION MEANS METHODS. TECHNIQUES, SEQUENCES. AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND /OR ME ^nockhlN �'� Fart ➢iRtJiOn ENGINEER SHALL NOT INCLUDE INSPECTION OF ME PROTECTIVE MEASURES OR 3. NTELOS SITE NO.: WEST IOU (CV842) Fol Are^ ME CONSTRUCTION PROCEDURES. SITE Bn� ^... m� 4. CONSULTING ENG.: PATTON HARRIS RUST & ASSOCIATES S.Ir `O °'' pclba 21. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD WORKING 401 E MARKET ST.. STE. 209 QUAUTY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CHARLOTTESMLLE. VA. 22902 U CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY (434) 295 -3130 - -7x of V'gft APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND THE ENGINEER 'V eu kngr,m PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY 5. APPUCANT: NTELOS (VA PCS AWANCE LC.) V I" EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT 1150 SHENANDOAH VILLAGE DRIVE N 84 BEING SUBSTITUTED. WAYNESBORO. VA. 22980 "J'U 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING. AND SUPERVISING ALL CONTACT: DEBBIE BALSER 540 -946 -1851 J7 SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE 6. LEASE AREA: 625 SO. FT. (25' z 25') *. CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL STATE. AND FEDERAL SAFETY CODES AND 7. CURRENT ZONING: RA (RURAL AREAS) :: an IfN REGULATIONS GOVERNING THIS WORK. T.M. 58, PARCEL 13A D.B. 396. PG. 103 LOCATION MAP 23. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE SCALE 1 " =2 MILES LOCAL BUILDING CODE. JURISDICTION: COUNTY OF AL13ENARLE B. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR MIS PROJECT FROM ALL WPUCABLE GOVERNMENT AGENCIES. 9. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBIUTY AND AT HIS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 10. THE CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 11. LOCATION OF EXISTING SEWER, WATER OR GAS UNES. CONDUITS OR OTHER STRUCTURES ACROSS. UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON ME PLANS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES (INCLUDING TEST PITS BY HAND IF NECESSARY) IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS. IF THERE APPEARS TO BE A CONFLICT, OR UPON ME DISCOVERY OF ANY UTIUTY NOT SHOWN ON THE PUNS. FOR ASSISTANCE CALL 'MISS UTIUTY' 1 -800- 552 -7001. 12. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY THE CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO UKE -NEW CONDITION. 13. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES. PIPES. AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY ME OMER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION. 14. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF ACCEPTANCE. 15. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT ME STE AT ALL TIMES WEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL. BE AVAILABLE FOR CONTACT BY COUNTY INSPECTORS. 16. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY ME CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAW CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF MIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY UCENSED AND PROPERLY REGISTERED TO 00 THIS WORK IN THE STATE IN WHICH IT IS TO BE PERFORMED. 17. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS. OR IN THE SPECIFICATIONS, THE FOLLOWNG NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 18. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFUCTING NOTES ENCLOSED HEREIN. 19. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE ME SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND /OR FIELD MODIFICATIONS. THIS INCLUDES BUT IS NOT UNITED M. THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF ME CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. Mb d VN 3J IV Q -. AY Re �e \J 1a Ee .w SI TE r�h > LOCATION MAP SCALE 1" =2000' mw THE ROUTE 340 AND 1-64 INTERCHANGE (EXIT 94 OFT OF 1-64), PROCEED EAST ON 1 -64 APPROXIMATELY 13 MILES AND TAKE EXIT 107 (US -250) TOWARD CROZET. TURN LET ONTO US -250 AND DRIVE APPROXMATELY 5.5 MMES TAKE A SLIGHT RIGHT ONTO MORGMTOWN ROAD. CONTINUE FOR ABOUT 0.6 MMES. THEN TAKE THE FIRST FIGHT ONTO DRY BRIDGE ROAD. AFTER ABOUT 0.2 MILES THE STE WILL BE ON THE RIGHT, IMMEDIATELY PAST ME INTERSECTION OF DRY BRIDGE ROAD MO IVYA000 IMF _ No JOHN D. RENO Lie. No. 32989 1/12/09 , ri TELECOMMUNICATIONS FACILITY WEST IVY (CV842) DICKERSON PROPERTY 1108 DRY BRIDGE ROAD CHARLOTTESVILLE, VA. 22903 24. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY. INCLUDING WORK SCHEDULE AND MATERIALS ACCESS. WITH THE RESIDENT LEASING AGENT FOR APPROVAL 25, ALL WORK SHALL BE ACCOMPUSiED IN ACCORDANCE WITH ALL LOCAL STATE AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN ME CODE REQUIREMENTS. 26. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTORS EXPENSE 27. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTUTES WITHIN CONSTRUCTION UNITS PRIOR TO CCNSTRUCIION. 28. RECORD DRAWWNGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWNGS WHICH SHALL BE TURNED OVER TO ME CONSTRUCTION MANAGER UPON COMPLETION OF PROJECT. 29. COORDINATE THE CONSTRUCTION STAGING AREA WIN THE PROPERTY OWNER AND ME PROPERTY MANAGER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 30. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PLAN DIMENSIONS. AND NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 31. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM ME WORK SITE ON A DAILY BASS. 32. ALL NEW UTIUTIES SHALL BE PLACED UNDERGROUND. INDEX OF SHEETS SHEET NAME SHEET NUMBER TITLE SHEET AND GENERAL NOTES T -1 PROPERTY JOINERS PLAN Pi-I TREE SURVEY TR-I TOPOGRAPHICAL AND STRUCTURE PLAN TS -1 LAYOUT PLAN LP-1 DETAILED LAYOUT PLAN LP -2 SIGHT DISTANCE VERIFICATION SO-1 Q SITE PLAN AND ELEVATION S -1 SECTIONS AND DETAILS S-2 SECTIONS AND DETAILS S-3 ELECTRICAL DETAILS E -1 ELECTRICAL DETAILS E -2 ELECTRICAL DETAILS E -3 ELECTRICAL DETAILS E -4 ELECTRICAL NOTES E -5 QB-1� - SITE ACQUISMON CONSTRUCTION FIF ENGINEER OPERATORS MANAGER OW 1w 9,na,defi = d. Ky,. VA }2910 (SW) 9A lm o s If ^� s o a N >R c N � S N NS1 ¢S c p o W N CC� 6 W 0©- MIWN BY: J. ATIQNSON dm® BC J. RENO Brt NYE WEST IVY 91E MAMBA CV842 mE Am m! 1108 DRY BRIDGE ROAD CHARLOTTESVILLE. VA 22903 3 Er TIRE TITLE SHEET AND GENERAL NOTES I T -1 C Attachment C N/F I TM #57 -142 HELEN L. LOCK 1001) DB. 1643, PG. 562 ZONED: RURAL AREAS I I I 1 i I GRAPHIC SCALE N/F 40 0 20 ao so TM #58A1 -01 -1 ELINGTON INVESTMENT CO. I DB. 689, PG. 166 ZONED: PRD ( IN FEET ) I \ TH OF t, 1 inch = 40 ft. f I- - - - -\ �, JOHN D. RENO Lie. No. 32989 ti: \ o� 1/12/09 w �s`s7ONALE�G�� N/F / \ TM #58 -12 / PROPOSED 104.07' \ \ GRANISON & OPHELIA TRIMIAR / DB. 402, PG. 267 I TOWER LOCATION �1 ZONED: RURAL AREAS I � I I I 105' RADIUS FROM \ PROPOSED POLE 261.68' � G / \ � I \ TM #58 -13A \ / MARY I. DICKERSON ROBERT W. DICKERSON DB. 396, PG. 103 ZONED: RURAL AREAS APPROXIMATE PROPERTY qj BOUDNARY TM #58F 13B \ VANDREW A. WHITING DB. 553, PG. 362 ZONED: RURAL AREAS Icn < a I co r m I co m � O I � I I fIY�: �nj TM #58 -31 HENRY T. WALLER LELIA A. WALLER DB. 492, PG. 589 ZONED: RURAL AREAS TM #58 -31A HENRY T. WALLER LELIA WALLER DB. 361, PG. 502 ZONED: RURAL AREAS i ORRE' W 3 r. Da IJA 8 LER SR 201y�p'9RIi \AI R' TM #58 -26 JOHN E. ARMSTEAD DB. 532, PG. 353 ZONED: RURAL AREAS Neywdva VA 2]➢!0 u� x �g O V m m N m� o'bi♦ �m Sf3rLL ¢a m o _ m • a O 5 OS� gtMM W.. J. ATKINSON Olm® W. J. RENO WEST IVY CV842 mc.m® 1108 DRY BRIDGE ROAD CHARLOTDSVIlUZ VA wear rme PROPERTY JOINERS PLAN NOTES: NTELOS SHALL NOT REMOVE ANY EXISTING TREES WITHIN THE LEASED AREA OR WITHIN 100 FEET IN ALL DIRECTIONS SURROUNDING THE LEASE AREA NO SLOPES STEEPER THAN Z•1. / #101 / #104 / #128 /#105 #129 I #100 \ \ r 50' RADIUS FROM PROPOSED POLE REFERENCE TREE ---N-- #127 #127 ° 25' RADIUS FROM I (PROPOSED POLE #113 0126 ° #114 I I #125 #130 109 #115 I #110 ° / #122 9 #116 ^ #124 .° ° #117 �v /` n 6`15 #121 ° ° I � \ #123 #120 #118 / o���PLTH OP f�c � T r JOHN D. RENO -A Li c. No. 32989 :4 1 / 12/09 \ sr7ONALS TREE TABLE TREE ID# TYPE BASE ELEV. HEIGHT I TOP ELEV. 100 6" HICKORY 689.73 40' 729.73 101 15" N. RED OAK 689.32 70' 759.32 104 15" CHESTNUT OAK 689.07 74' 763.07 105 3" BLACK GUM 689.48 12' 701.48 106 3" DOGWOOD 690.48 15' 705.48 107` 2" BLACK GUM 691.50 17' 708.50 108 \8" BLACK GUM 691.70 38' 729.70 109 30" SCARLET OAK 691.57 97' 1 781157 110 17" CHESTNUT OAK 692.87 66' 758.87 111' 1" BLACK CHERRY 693.07 13' 706.07 112 19" PAULOWNIA \ 694.16 62' 756.16 113 \ 4" PEACH 694.87 15' 709.87 114 4" HICKORY 695.49 35' 730.49 115 5" DOGWOOD 696.00 18' 714.00 116 3" CHESTNUT OAK 695.61 35' 730.61 117 7" AILANTHUS 698.41 48' 746.41 118 15" CHESTNUT OAK 699.36 77' N 776.36 119 3" CHESTNUT OAK 696.51 18' 714.51 120 4" AILANTHUS 696.54- 37' 733.54\ 121 13" HICKORY 695.62 68' 763.62 122 5" WHITE OAK 694.49 41' 735.49 123 3" HICKORY 695.05 24' 719.05 124 15" WHITE OAK 693.77 83'> 776.77 125 27" SCARLET OAK 691.55 91' 782.55 126 9" WHITE OAK 690.96 61' 751.96 127 18" SCARLET OAK 690.20 87' 777,20 128 12" WHITE OAK 688.59 76' 764.59 129 2" BLACK GUM 690.07 16' 706.07 130 5" WHITE OAK 690.81 41' 731.81 - PROPOSED TOWER LOCATION: BASE ELEV. = 694.50± HEIGHT OF TOWER= 104.07' ELEV. TOP OF TOWER = 798.57± / ELEV. OF LIGHTNING ROD = 800.57± 20 105' RADIUS FROM PROPOSED POLE GRAPHIC SCALE ( IN FEET ) I inch = 20 ft. IISO 9wvJedi Nep d. Ny"!aq VA }]➢!0 (SSO) pb -Ilp2 ° . I y N O Y 9 yV fs Ng s^ i N N n 5a.m Ws44 ¢a isr' -u A R � aw ° W.. J. ATKINSON OIE19® W J. RENO WEST IVY CV842 s= 1108 DRY BRIDGE ROAD CHARLOTTESVILLE, VA TREE SURVEY � 2 LQ TR-1 C' nar xale r aa�K Mo,... VA 3]BPQ (SWJ 91 01] w 0 @ Y w x F a Un ey 8 0 o y w m w wv >Rs QJ _dM iv r 8 n 7 O ¢a Sf51 -LL w •; w i = N r C P o ` °c w a aw ONAEM W. J. ATMNSON w1FF!-11Ep W. J. nNO 91E 811E WEST IVY CV842 m. 1109 Der BROM ROAD CHARWrrESNLLE, VA sErs 1mE TOPOGRAPHICAL AND STRUCTURE PLAN wu� TS -1 nm etas w swE doe ~� � � .•gyp J I ~' \. �+• l �J • � J `�'�� •/I I� •- � �` , -PR J DOSED NT IER 11:� `'STR`QCTuREv- P_ ,, r' lye 1`-� � S :, + ++ :} • "'�• i � ' * '•? ,� r®^"1 5 �►, r � #� �. •/ ,�ti �'`.� ''� ^• F/ . -. . ` —'`� ' \. f ~'•, -✓'� • f ' � ,," JOHN D. RENO No 3298 ' 1 00 + (� pd.- r 1 X09 � i _`` ( •'� Al TOPOGRAPHICAL sr -1 try c. AND STRUCTURE PLAN 11-55 Mo,... VA 3]BPQ (SWJ 91 01] w 0 @ Y w x F a Un ey 8 0 o y w m w wv >Rs QJ _dM iv r 8 n 7 O ¢a Sf51 -LL w •; w i = N r C P o ` °c w a aw ONAEM W. J. ATMNSON w1FF!-11Ep W. J. nNO 91E 811E WEST IVY CV842 m. 1109 Der BROM ROAD CHARWrrESNLLE, VA sErs 1mE TOPOGRAPHICAL AND STRUCTURE PLAN wu� TS -1 nm etas w swE JOHN D. RENO v Lic. No. 32989 Q I 1/12/09 icy 'rifPNALE�G� I GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. PROPO ED GRAVEL CESS ROAD: — TRANSITI N FROM 12' TO \ /10' GRADUALLY TREE PROTE TIE) Y \ 1 I i '690 PROPOSED NTELT TOWE �\ / 105' RADIUS AROUND PROPOSED POLE APPROX. PROPERTY BOUNDARY 160 N ENTRANCE CONSTRUCTION NOTES: 1) REMOVE EXISTING CONCRETE AT ENTRANCE ON NEIGHBORING PROPERTY. 2) FILL AREA WHERE CONCRETE WAS REMOVED TO MATCH SURROUNDING GRADES. MAINTAIN EXISTING CULVERT. 3) POUR CONCRETE ON SUBJECT PROPERTY TO MAKE A 12' (MIN.) WIDE CONCRETE ENTRANCE. EXTEND EX. CULVERT AS REQUIRED. DEER XING SIGN 11' \ 18" CHERRY I l I 4" UL (6) LOCUST E FENCE 6 0 LOCUST \ i CEDAR I I EX. GRA VEL ACCESS ROAD EX. CONC. \a9 Is� 10" DEC I' 12" LOCUST II 6" DEC I 8" DEC `" MAPLE \ I, w- a m C me rr o� a0 REMOVE EX. CONCRETE VDQT STANDARD PE-I1 IISO 9MaWli VA ]]!e0 '= 6. (SIO) YI! -IS3 V 0 I a g 4 Jq i omN ma Zi J sSn� m� beam o ¢a R > S yl c 00 m m aW Da- p OPIIIN ft. J. AT NSON O B(: J. RENO WEST IVY �M..a CV842 .00.cq 1108 DRY BRIDGE ROAD CHARLOTiESML E. VA 2290.7 >ux mlc LAYOUT PLAN LP -11 nm srw1E n sowl l� / / / / PROPOSED 25'x25' NTELOS LEAF ATZrA: / SEFIG A S° / ENCE TREE ° 5' RAD I LE I o PR S GRAVEL ACCESS ROAD TO BE INSTALL Fn nNI nvicTiKir BADE SEE DLTAI T (2) 4" CONDUITS TREE PROTECTION FENCING: SEE DETAIL 533 _(9O STE P E ER- ° / ° PROPOSED H —FRAME _ z ° I I METER BOARD: SE D AIL l \ / SEE DETAIL R I 1 \ I B.M. TOWER CATI \\ / ° ° LAT. N 38' 03' 18.60141" (NAD83 A. HPG / OPOSED POWER/ / I 1 LONG. W 78' 37' 30.20121" (NAD83\ HP ° ELCO CENTER: ELEVATI 6 / SEE DETAIL Et4 ° ° /V \\ —� ICE BRIDGE: SEE�BET\ \ / PROPOSED / \ EQUIPMENT SLED: \ SEE DETAIL @ / \ — 105' RADIUS FROM POLE / i D JOHN D. RENO Lie. No. 32989 1/12/09 `y 1 bZONAIA'. `1 GRAPHIC SCALE 6 EX. ACC N ( IN FEET ) 1 inch = 20 ft. ,>. ( e= b. 0? Yr YA (w ) Mlm % _ N 4 y S s& om sg3 ao tdn T, W€ °o aw 04— ORlltll W: J. ATKINSON blF W. J. RENO m WEST IVY srt r CV842 �a 1108 DRY BRIDGE ROAD CHARLOTTESVILLE. VA 22903 DETAILED LAYOUT PLAN l ,o LP -2 nar wae. m 9m 710 3.5' EYEOHEIGHT - O���ALTH OF / 700 JOHN D. RENO Lie. No. 32989 zk: / 0 1/12/09 2.0' OBJECT HEIGHT ' / / / �s`SIONAL E��'� 690 ' LINE OF SIGHT POINT A' EXISTING GRADE 680 3.5' EYE HEIGHT NOTE: DRY BRIDGE ROAD (S.R. 708) IS A MINOR VDOT ROAD. SITE 6 70 / ' / / / - TRAFFIC EQUAL TO OR LESS THAN 50 VEHICLES PER DAY. SIGHT DISTANCE EQUAL TO ROADWAY STOPPING SIGHT 7 DISTANCE (35 MPH = 250'). DATUM ELEV 660.00 r'� sf (O (0 O M M N CO O r O 0) M I� Tnn to 0) c0 r r r DO 00 0) Cn O L0 07 [O (D LO c0 c0 cD r 10 +00 11+00 12 +00 13 +00 14 +00 i 0 250' OF® SIGHT DI TANCE I 250' O ® � SIGHT DI Ti NCE I POINT 'B' POINT 'A' EXISTING STOPPING POINT FOR I VEHICLES LEAVING THE SITE 10 +0 6 / DRY BRI GE ROAD 61 ` I STATE — 80 GRAPHIC SCALES 5C o 25 50 100 200 ( IN FEET) / 1 inch = 50 ft. ' 15 +00 A (ENTIRE SHEET ADDED) 1150 A�vi wk ILl4 p. PQ Yp�ylvp, VA = 5b) �'m �Y 7a g - 'm � NQ N - � n o N w wool S y\ + C 00 N a aw OS� A1®'"- . .. .. ORNII W.. J. ATKINSON ONBLI® W. J. RENO WEST IVY CV842 sns moms 1108 DRY BRIDGE ROAD CHARLOTTESVILLE VA 22903 SIGHT DISTANCE VERIFICATION ma N PROPOSED 25'x25' NTELOS LEASE AREA / C B.M. TOWER LOCATION LAT. N 38 03' 18.60141" (NAD83, VA. HPGH) LONG. W 78' 37' 30.20121" (NAD83, VA. HPGN) ELEVATION 694.5± PROPOSED 104.07' STEEL POLE TOWER: SEE DETAIL $Z1 iffa J. HIGHEST POINT OF 1' DIAMETER LIGHTNING ROD 4' ELEVATION 800.573 TOP aF TOWER AND ANTENNAS ELEVATION 79B.573 J. RAD CENTER OF ANTENNAS 4' ELEVATION 795.573 GRAVEL ACCESS ROAD: / SEE DETAIL S 3 TOP OF TALLEST TREE ELEVnnoN TBB.s73� i0 1� „$ RUN INSIDE THE TOWER m 2 � BRIDGE: SHOULD LAND 3' FROM END OF SLED SEE DETAIL G9 GRAPHIC SCALE 10 0 5 10 20 PROPOSED H —FRAME METER BOARD: S U SEE DETAIL E4t PROPOSED EQUIPMENT SLED: g SEE DETAIL @ ( IN FEET) ���p,LTH OpIF 1 inch = 10 ft. O NOTE: NO LIGHTS TO BE INSTALLED. ONLY LIGHTS FOR JOHN D. RENO TEMPORARY MAINTENANCE PURPOSES TO BE USED. Lic. No. 32989 1 SITE PLAN °.n 1/12/09`` UIn AT ,I T s -t SCALE: r = to' S' 6 103.07' STEEL POLE TOWER )RED FROM TOP OF FOUNDATION) NOTE: POLE, ANTENNAS, CONCRETE PAD, CABINETS AND ALL APPURTENANCES TO BE PAINTED SHERWIN WILLIAMS - UMBRA - SW 4008 (INDUSTRIAL AND MARINE PROTECTING COATINGS) BRIDGE T POWrR/IELCO CABINET FOUNDATION TO EKIEND 1.0' ABOVE GROUND (TO BE DESIGNED BY OTHERS) Q STEEL TOWER ELEVATION $ -1 SCALE N.T.5 OW%'r YA L!E (510) YI! -1Vl o ri 'F n� g y� r ry o iy y� N oco ��l ¢a SDf LL x In + c 0 0 r � m rn aw 0�- OIWx III: J. ATKINSON WED® m J. RENO 9R MVE WEST IVY 91E NIIEA CV842 mI: Am 1108 DRY BRIDGE ROAD CHARLOTTESVILLE, VA 91QT 1111E SITE PLAN AND ELEVATION !E£T NAI® S -1 �'� .�� m„ NOTE AREA OF ANTENNAS SHALL NOT EXCEED 1152 SQUARE INCHES. (2) ANTENNA PLAN VIEW S -2 SCALE: 1' = V ANTENNAS 15.0,0 I I I 2 ANTENNA ELEVATION VIEW I\t2j SCALE 1' - 2' MECHANIC TILT PART NUM. 81832 OR EQUAL NOTE 1. ANTENNA EQUIPMENT TO BE PAINTED SHERWIN WILUAMS - UMBRA - SW 4008 (INDUSTRIAL AND MARINE PROTECTING COATINGS). 2. DIST. BETWEEN FACE OF POLE AND OUTER FACE OF ANTENNAS NOT TO EXCEED 12'. 2A TRI- BRACKET ELEVATION 5-2 SCALE: N.T.S. -� ANTENNA /2 TINNED LEADS TO GROUNDING RING (TYP.) SIDE ELEVATION EQUIPMENT SLID SEE DETAIL e a ICE BRIDGE DETAIL $ -2 SCALE N.T.S. 12'0 A 36' DEEP CONCRETE FOOTING, TYPICAL FRONT ELEVATION 1150 Br Iw vow I*. r ft' VA 12M 16p) AI6 -1WR Y P « N 00 may~ W G P2 �. >IIO � o ¢a SS.0 m€ =e oP _o R � aw ORARM Rr: J. ATMNSON WEI`i® RY: J. RENO >� N1IE WEST IVY srt wAaR CV842 Srrc AfORf84 1108 DRY BRIDGE ROAD CHARLOTTESVILLE, VA 22903 9MST T11 E SECTIONS AND DETAILS MA9R P , fADf w•, s. A4 >dx l� D; r 'A' �� JOHN D. RENO 4' -6' D.C. MAX. 3' -0' D.C. MAX. 1 E -2 1�1• -0• CABLE GUARD SHEATH LOCATE AT EACH END of NBRIDGE (TYP.) OFAC 24' CLEAR "C Lie. No. 32989 G '� I B7 YCROFlECf 1/Y ALLTHREAD Ct O.� 1 / 1 2/09 ,S( ,CONK SUPPORT; 2Cr WLEVEL S s AND WASHER EACH SIDE EACNT c JOVIAL END OF 11g ANDREW COAX HANGERS tMA COAX CABLE COAXIAL CABLES TABULATION DIM. COA% 7ERMNAIOIt FRAME PER A' 3' -0' PROECT MANAGER'S INSTRUCTIONS JUMPER (TYP.) EQUARINENT C T' -0' HEAD BY MCRONECT NOTES: CALDWELD GROUND LEAD .C. IF THE ICE BRIDGE (DIM. 'A') IS 20' OR LESS, TWO (2) TO ICE BRIGGS SUPPORT IDLE S CABLE ENTRY GROUNDING POINTS ARE REOMRED AT OPPOS17E ENDS OF ICEBRIDGE POST. ABOVE PORT (TYP) THE ICE BRIDGE, CALDWELD TO THE ICE BRIDGE SUPPORT SUPPORT GRAVEL GRADE (TYP.) 3 1/YW GALV.. SCHm b POSE POST. IF THE ICE BRIDGE (DIM. 'A') IS 20' OR GREATER, THREE (3) GROUNDING POINTS ARE REQUIRED. ONE (1) EACH AT OPPOSITE ENDS AND ONE (1) NEAR THE CENTER OF THE r3/4' PVC (TYP.) �CRGWN TO DRAIN; TYPICAL ICE BRIDGE, CALDWELD TO THE ICE BRIDGE SUPPORT POST. /2 TINNED LEADS TO GROUNDING RING (TYP.) SIDE ELEVATION EQUIPMENT SLID SEE DETAIL e a ICE BRIDGE DETAIL $ -2 SCALE N.T.S. 12'0 A 36' DEEP CONCRETE FOOTING, TYPICAL FRONT ELEVATION 1150 Br Iw vow I*. r ft' VA 12M 16p) AI6 -1WR Y P « N 00 may~ W G P2 �. >IIO � o ¢a SS.0 m€ =e oP _o R � aw ORARM Rr: J. ATMNSON WEI`i® RY: J. RENO >� N1IE WEST IVY srt wAaR CV842 Srrc AfORf84 1108 DRY BRIDGE ROAD CHARLOTTESVILLE, VA 22903 9MST T11 E SECTIONS AND DETAILS MA9R P , fADf w•, s. A4 >dx l� 3- -/2A LIMESTONE COMPACTED/ROLLED CLASS 4 GEOTE%TILE 4' -12 COURSE AGO. 4 02 OF PROOF ROLL k /2A COMPACTED/ROLLFD STABILIZE SUBLRADE I 11o' O' TO 12' -0' SLOPE 1/4' PER FT \ \ / / SLOPE 1/4' PER FT NOTE. AVOID TREE ROOTS WHEN REMOVING TOPSOIL (2) GRAVEL ROAD SECTION DETAIL S-3 SCALE: N.T.S. TOPSOIL (REQUIRED IN VEGETATED AREA) NATIVE BLARGE TOE I m FREE OF URGE STONE, FROZEN MATERIAL, ETC. — COMPACTED TO 9ML METALLIC MARKING TAPE 44' ROCK DUST — UNDISTURBED I``C' UNDISTURBED MATERIAL (TYP.)� I L r 9 � z'r POMFR CONDUIT JOHN D. RENO 3Y GRAVEL BEDDING 2'0 TELCO CONDUIT Lic. No. 32989 c>; 1/12/09 �cv�' CONDUIT TRENCH DETAIL �wlCS` S-3 SCALE N.T.S. PRE- taNSTRUCnon A WW041E SOIL SAMPLE SHALL BE TAKEN FROM THE S1E M ANALYSIS OF mL RL ORGANIC CONTENT. NuRODR Ut OF NITROGEN, POTASMAA PLIOaTH=M RO, MAGNIM M AND MAN.MESE mG TD ESTAR2EH uTON ExcNAHcE WACTES TIE INDIUIED TREES SNAL BE fFllID AHD LETf a SITE CARE DEBT S TAHDN NT ro DANA¢ ROINNING TREES RM sTE A TREE NCH DAMAGE NNE SHALL S ESTRON. T 0 ZONE 1111 BOIL NIPA S N. AND NOT. IS 9 AND BRANCH THE DI OURBA. CfRLlTRIL HO THE ) AY BE DFMY EE M MEP THAT E B MOINES 711E5 11E DIAMETER AT BN/Sf IE1Wi (DOH) AWAY FROM ANY TREE ro BE PROTECTED. A 4 FOOT NON ORANGE W GS ANT. HOH -TBME SIRENGIH, BARRICADE FABRIC FENCE SHALL BE INSTATED TO MERLE THE TREE PROTECTION ZONE AND LIMIT ACCESS THE TREE PLROTECTOR 201E MLL BE NSPECTED AID MAN TMOD ON A GAILY B TREES S HAIL BE INSPECTED ON A MEEKLY BASIS BY A CEROFED ARBORS? TO EVAUIATE FOR CONSTUCTION TRAUMA AS TELL AS FOR SECONDARY PEST AND OSEAM COoH;U N6. ANO NBN.ATB N IEIDS NO CWETDCTON EWRPMENT. SRPLLS OR DEBRIS TILL BE ALLOWED N THE TREE PROTECTION TRENCHING OR E VATION BROOM THE TREE PROTECTION DINE BALL NOT BE AUDWED TUMOR CONSULTATION OTH CEROFD ARBORIST AND r1 REWIRE SEOAI@D EDIMlT TO RIFORM PROPER NOT PRIRND ROOT PRUNING DLL BE PERFORMED CODER THE SPFAVLSON OF A CERTM ARBORIST AND MLL BE PERFORMED N WM A MAKER AND ON EOlP1ENT DESCED TO CUT THROI ROOTS OJ:NEY. SO AS NOT 1O TEAR ROOTS F ROOTS OEATER 10KAN 2 NOES N DIAMETER NE ENCCONiDED ORMNG NOT PRUNING, THEY SWL BE TRACED SAUK TOBAROS THE TREE USING M M -VIDE MG PRIANED BY HAD AT A PANT SPFLFED BY THE ARBORIST. DUDE CHANGES MOMO TREES SHALL BE AVOIDED . DO= SOIL AND DEBRIS MUST BE BEYOND FROM SITE i�_TTSi.. LTHLT. TREE PROTECTION FENCING SHAEL BE RPLIO"ED. TREES PDHN ' FELT OF THE TOM A 9 BE FERTILIZED BASED ON SPL'CRC NEEDS M OETneIED BY SOIL MALYSS EFAANRATION NOAD NCIDE MRO ZAE NOORATIN FOR MATURE AYES. AND BHOAD BE APPLED MI NG THE S.B-STAFA E Sm N1CDN METHOD. TREES THAT HAVE BEEN AAECIED BY CObTNCNON SNAIL BE PLANED TO REMOVE ANY DEC M DAMAGED WBB MY BARK WODDB VIAL BE TR TO PROIOM MOMD CEDSUI: TO= SNALL BE N9'EETED ON A MONTILY BAS BY A CERTRED ARBORhT TO EVAIMTE FOR COHSTRIECTON TRAWAB AS T AS FOR SECONDARY PEST AND ncASE CONCERNS, AND FRIGATON NEEDS THE INSPECTION PERIOD MLL EEIFIIU FOR B MOTHS NLLDWNc COENATRON OF CONSTRUCTION. TREE PROTECTION DETAIL S -3 SCALE: N.T.S. A (BOLLARD DETAIL REMOVED) TTEO flaw VRePN N. ft r YA Y1b0 1sD) BIB -TIED! V p p j 4 V p I V V Z o m eN q C W ¢a gfir LL q e =e 0 0 Aa aw I_- GRAM BY: J. ATKINSON CH, W. J. RENO RE IPAE WEST IVY SITE MABP CV842 RTE A00 1108 DRY BRIDGE ROAD CHARLOTTESVILLE, VA 22903 NRT TTE SECTIONS AND DETAILS / 9NET "m S -3 J HOT s - M MIOWR GROUND GRID DESIGN PROVIDED BY OTHERS. THIS DESIGN MAY NOT NECESSARILY REFLECT A TYPICAL GROUNDING DESIGN BY PHRNIA. PHR&A SHALL NOT BE HELD UABLE IN THE EVENT DAMAGE OCCURS TO EQUIPMENT. 46 STRANDED GREEN INSULATED. CADNELD TO GROUND RING (TYP.) ABINET IG 02 SOLID COPPER J (a1 EQUIPMENT PAD GROUNDING LAYOUT E -) SCALE: N.T.S. THREE (3) TARS ON DIRECT OPPOSITE SIDES OF TOWER i BASE (1) BUS BAR (1) TOWER GROUND (1) SPARE/ICE BRIDG Ql � �) 6' JUMPER MAX 1/2• STD ANDREWS GROUND . RING N EDGE TON) STEEL POLE FOUNDATION DF. ANTENNA-/ DF. CONNECTOR DOFF �, / DM. CONNECTOR CONCRETE FOUNDATOIN GRONyD ROD (TV) TONER HEIGHT C00% CABLE SIZE qA. JD -10 -0 0/C DM. CONNECTOR I UP TO 100' 11 7 B' ANDREWS AVA S-50 1D0' AND TALLER 1 -5 • ANDREWS AVA 7 -50 '-"TD EOUIPMENT GROUND RING (PENDING LOCATION) COAX CABLE(S) z TYPICAL MONOPOLE GROUNDING PLAN E -i SCALE: N.T.S. I r DF. CONNECTOR 6' JUMPER MAX 1/2• STD ANDREWS DM. CONNECTOR ON. CONNECTOR DNw GRADE 6• PVC PLUG 6' PVC CPLG. (Iwm.) s CABLE RISER DIAGRAM E -1 SCALE N.T.S. YI I I I. 1 02 SOLID TEST LOOP 1I VII NOTCH SONS OF 6• PVC SCH !D N CIDWBD PIPE TO AUDW DTLENIRANCE OF GROUND RING 6' CUR. TYR. T Li GROUND RING TRENCH ImTIOM o 5 /6• % 6• /,D• GROUND ROD s INSPECTION PORT E -1 SCALE N.T.S. r JOHN D. RENO Lic. No. 32989 Nr 1/12/09 , DOUBLE METER B00 -ry,UNA METER SQUARE •D• NEMA 3• GALV. PPE POST �� 3R OR EQUAL W/ CAPPED ENDS -\ rTELCO BOX P -1000 -\ UNSMT (TW.) 2• CONDUIT CLAMP ELD C UNISTRUT TO PIPE ❑ CADWELD COIN. TYP.1 GROUND BOTH POST TO GROUND RING, 4' CONDUIT LOCAL O OWE CODE) TD POND PDIEJ UU GROUND RODJ I I I III - -- III CONCRETE FOUNDATION 2• PVC ELECTRIC (PUCE IN SONOTUBE) TO NTELOS EQUIPMENT P -1001 UNISTRUT N n CLAMP CONDUIT TO UNIS CLAMP UNISTRUT TO GROUND BOTH TO GROUND 2• CONDUIT (DEPTH 4• CONDUIT (DEPTH PER LOCAL BUILDING C LOCAL BUILDING CODE) TO NTELOS EQUIP TO TELCO PEDESTAL a SINGLE METER BOARD E -1 SCALE N.T.S. CONCRETE FOUNDATION (PUCE IN SONOTUBE) HOFFMAN ENCLOSURE GROUND BAR LOCATED 1' -2' BELOW TRANSITION MOUNT DIRECTLY TO TOWER NOTE: ADDITIONAL GROUND BAR IS REWIRED AT MID POINT IF COAX CABLE EXCEED 200' (TO BE MOUNTED DIRECTLY TO TONER). GROUND BAR LOCATED 1' -4' ABOVE TRANSITION MOUNT DIRECTLY TO TONER COAX CABLE GROUND KIT CABLE GROUND KIT —TO EQUIPMENT CABINET (2) R TINNED GROUND LEADS TO GROUNDING RING TOWER GROUND RING s ANTENNA GROUNDING DIAGRAM E_) SCALE N.T.S. 1150 9ry V& Yuy�4eq YA 11Y1U (Aa) ws-U�e V p � d yU 2 - Aa � N O N xLk + =e 0 0 o c R a aw 0111/M fl: J. ATKINSON mI W. J. RENO miIiImE WEST IVY Wrt IIA®l CV842 vIL AOM69 1108 DRY BRIDGE ROAD CHARLOTTESVILLE, VA 22903 ImT TILE ELECTRICAL DETAILS , "m 3 E -1 PIDf S - m >IO.N COMPRESSION GROUND LUG TO BE BURNDY OR EQUAL. SIZE PER TABLE SS BOLT & NUT W/ LOCK GROUND CONDUCTOR CABLE TO ANTENNA WASHERS (TYR) SEE TABLE 6 AWG FROM ANTENNA CABLE GROUND ANDREW WEATHERPROOFING , BRACKET, ETC. KIT ANDREW COAX CABLE OUND BAR ON WALL GROUNDING CLAMP KIT AT ANTENNA MAST GROUND CONDUCTOR *ONLYOR SEE ALSO WIRE SIZE TABLE LOG / BOLT AL GROUND CONDUCTOR E -2 e 02 YA2CL -2TC14 1/4' CABLE TO BTS CAD WELD 12 AWG TO MIGB /2/0 YA25 -2LN 1/2' ONLY GROUND RING COMPRESSION LUG GROUND CONNECTION COAX CABLE GROUND GROUND WIRE INSTALLATION � E -2 SCALE N.T.S. E -2 SCALE: N.TS. E -2 TO GROUND BAR SCALE N.TS M '010 © 6 TIN PLATED COPPER GROUND BAR LEGEND 1. - TIN PLATED COPPER GROUND BAR 1/4' % 4' X 12' MIN. HANGER LIGHTER PROTECTION P N TGB 14412CIGBE . HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. - 5 /8' LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015 -B OR EQUIVALENT. 3. - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A -6056 OREQUIVALENT. 4. - 848-I EL IX 1- H..H.C.S. BOLT, NEWTON INSTRUMENT CO. CAT. NO. 7012 -1 5. - GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS REWIRED PLUS PROVIDE SOS SPARE CAPACITY. 4 GROUND BAR E -2 SCALE N.T.S. i I JOHN D. RENO Lic. No. 32989 1/12/09 �' YONALE�..�L a. P!, EX ELECTRIC SERVICE UNITY POLE FRONT OF FRAME +1 BACK OF FRAME POWER/TELCO CABINET: 1 SEE DETAL E -3 FlMSHED GRADE TFLCO BOX SEE DETAIL SUED.- SEE OETNI E 14 W-V PVC TELCO SERVICECONDUIT WITH WTH PULL (1)-2' SCH 40 PVC (TELL) PEDESTAL TOOTTELCOCAB 4- T. EXTEND mmDU1�T (E�2' PVC CONDIIIr WIrH 3-12 AND 14C FOR POWER AND LABEL WITH TELCO DESG ATIDN. CONECTITN INTO CABINET POWER PEDESTAL PROVIDE (1 )-4' PVC ROWER SERVICE CONDUIT WITH NEH PULL 4' LENGTH OF CONDUCTORS FOR FINAL CONNECTION STRING 30' BELOW GRADE EXTEND TO UTILITY SUPPLY. UTILITY ROUTING DIAGRAM E -2 SCALE: N.T.S. /1160 9rrded� �1y� G. N1/IYISq YA 1i10 16107 P16 -IVt V p no g m �- �� 5 Jq V 0 =N e� S O G ao it �nn m mp B C1 W _o �a aw GNWN K: J. ATKINSON nRIIWL W. J. RENO WEST IVY WW NKWER CV842 v¢ •66Kns 1108 DRY BRIDGE ROAD CHARLOTTESVILLE. VA 22903 WIWEf TIRE ELECTRICAL DETAILS C)/ sN¢r MMSR �,�V E -2 NDf A - ws sEaW M M M M 5.00 f--- 10.00 —I 2X MOUNTING BRACKET TOP AND BOTTOM 100 AMP NUBBLE P/N 4100912W 2" MYERS HUB (SAME POSITION EA SIDE) PADLOCKABLE HANDLES (12 POSITION MASTER GROUND BAR) ulc O 0 LO 24.00 REV SONS f'^ 2.00 2.00-1 ECO REV DESCRIPTION 0 0 - A I REM 1 1/2' MMS HUB, RELOCATE CGB ------------------------ - - - - -- AND CHANGE MOUNTING BRACKETS INCOMING UTILITY POWER DOD - .125" ALUMINUM CONSTRUCTION POWDERCOAT FINISH FOR CORROSION . ® RESISTANCE I0O. A _"ID A -b b� 100/200 AMP SQUARE —D MANUAL TRANSFER SWITCH GROUND BAR UTILITY FAIL RELAY �FZ' 00 " b� u ATLANTIC SCIENTIFIC ZONEMASTER 150 kA .�. MODEL 11214P F Z7 —12 POSITION LOAD CENTER POWER TELCO DIVIDER —ALARM CONNECTOR STRIP ATLANTIC SCIENTIFIC T1 SURGE ARRESTOR MODEL 91292 PLYWOOD FOR TELCO APPLICATIONS — 12 POSITION MASTER GROUND BAR r DATE I APPVD NS 20- SEP -05 C.A.D JOHN D. RENO Lie. No. 32989 1/12/09 ' LONAL' � THIS 1 >0=SlC!" IS CC)'vfERE_=I> S)r ®NE OR MORN ATLANTIC SCIEM_Fll= 1C C ®-RPQ- FRATION PATENTS I POWER/TELCO CENTER E-3 SCALE` N.T.S. UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES [mm] Attar -TUC. PROPERTY OF ATLANTIC SCIENTIFIC CORPORATION. NO PART HERE OF TOLERANCES ARE SHALL BE COPIED, DOPLICATED. DISTRIBUTED, DISCLOSED, OR MADE o ANGLES AVAILABLE T OTHERS, USED TTI ANY EXTENT WHATSOEVER EXCEP W3M�LBOURUNEE FLAUS.A.U32904 3 XX2 .01 _X"'.005 AS EXPRESSLY AUTHORIZE7E D IN WRITING BY ATLANTIC SCIENTIFIC LAYOUT, MECHANICAL 1001200 AMP 3/4" CGB CORPORATION. ANY PERSON, FIRM, OR COPORATION RECEIVING THIS DATE DRAWN DOCUMENT, HOWEVER OBTAINED. SHALL BY VIRTUE HEREOF BE DEEMS_ C N. STEINRICH nc 09SEP05 TO HAVE AGREED TO THE FORGOING RESTRICTIONS_ AND THAT THIS THIRD ANGLE PROJECTION 7(;f'7_E DWG NO CUSTDMEP DRAWING 91417 DOCUMENT WILL BE HELD IN TRUST AND CONFIDENCE SUBJECT TO THE " "`°C.A.D. 09SEP05 PRIVATE USE EXPRESSLY AUTHORIZED BY ATLANTIC SCIENTIFIC THIS 1 >0=SlC!" IS CC)'vfERE_=I> S)r ®NE OR MORN ATLANTIC SCIEM_Fll= 1C C ®-RPQ- FRATION PATENTS I POWER/TELCO CENTER E-3 SCALE` N.T.S. UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES [mm] Attar -TUC. ATLANTIC SCIENTIFIC CORPORATION TOLERANCES ARE :,scientfic FRACTIONS DECIMALS ANGLES W3M�LBOURUNEE FLAUS.A.U32904 3 XX2 .01 _X"'.005 t LAYOUT, MECHANICAL 1001200 AMP & ELECTRICAL FOR ASK POWER / TELCO CENTER APPROVALS DATE DRAWN C N. STEINRICH nc 09SEP05 SIZE B THIRD ANGLE PROJECTION 7(;f'7_E DWG NO CUSTDMEP DRAWING 91417 REV A " "`°C.A.D. 09SEP05 :'An A fl 09CFPf15 SCALE: NONE j DO NOT SCALE PRINT I SHEET 1 OF 1 USED WITH PERMISSION FROM NTELOS OW ,: °0 q Lr ! {\ N yy yy FO nE RR>R°5� <o idoI r3I MJ Z�qm W N 01 _a a� IIIIIIIIII1 YIOOI W.. J. ATKINSON O M J. RENO WEST IVY CV842 91E A9E11E! 1108 DRY BRIDGE ROAD CHARLOTIESVILLE. VA 22803 ELECTRICAL DETAILS / am w ^ /'f E -3 Iv` FRAME DETAILS GENERA.- NOTES; I.) -PC CABINET CAN BE LOCATE: ON EITHER SIDE OF THE FRAME 2.) POWER AND TELCO COCIJITS TO BE 3/4' METAUC SEAL TIGHT NTH A SID DEGREE CONNECTOR ON THE END. 3.) POWER: (3) F6 WIRES (1_1 -0-C) AND (3) #10 AIDES (L'. -N-C). CONTRACTOR TO INSTALL (2) 50AMP AND (2) 15AMP 2 -POLE BREAKERS. 4.) TELCO, CONTRACTOR TO INSTALL (9) CAT -5 CABLES (SEE COLOR CODE CHART). CABLES WITH BLACK TAPE TO BE ROLLED UP NEAT LEY AND LEFT IN THE PPC CABINET FOR FUTURE USE 5.) NON-INSULATED GROUND BAR TO BE MOUNTED IN THE CENTER OF THE FRAME ON THE ICE BRIDGE SIDE NTH (4) PILES OF ¢2 GREEN NRE 10' LONG ATTACHED. GROUND BAR TO HAVE (2) p2 SOLID GROUND LEADS CAD WEDDED TO EACH END AND TO THE GROUND RING. 6.) CAT -5 HIRE TO EXTEND 10• PAST 90 DEGREE CONNECTOR ON SEAL TIGHT. 7.) PONE WARES TO EXTEND 5' PAST 90 DEGREE CONNECTOR ON SEAL TIGHT. EQUIPMENT LAYOUT I' -2'j' 11 4' -4 ;` 9Sq" 1' -9�' 11 1' -2' =Yv ol FJTJRE BTS _ 4'-47" 1'' -�— 2• -7' - `!" 3 02 AND BATTERY MOV- 15'.12• -3' 12 4 , \ j GROUND LEAD (TYP.) ` GROUND BAR TOTAL OF (4) NEEDED (REFER TO NOTE 85) 9• -52 ICE BRIDGE t PROPOSED BTS AND BATTERY IB SUPPORT POST i P c R1- R2- R1- B2 -Y1 -Y2 -CPS T COAX COLOR CODE °o a0P _ —T _T T —T —T—` FUTURE FUTURE PROPOSED PROPOSED BATTERY STS BTS BATTERY EQUIPMENT SLED E -4 SCALE; N.T.S. JOHN D. RENO Lic. No. 32989 1/12/09 , CAT -5 CCLOF! CODE CHART; 1.) MIR 2.) BLUE GREEN 4 ) YELLOW 5.) RED 6.) WHILE -BLACK 7.) BLUE -BLACK S. GREEN BLACK 9.; YELLOW -BLACK THIS IS TO BE THE COLOR OF THE JACKET ON THE WARE THE BLACK IS TO BE A STRIPE OF BLACK TAPE. =-�I USED WITH PERMISSION FROM NTELOS nm a.n:aml: YA t d. WaW:�lxe. ]MD (540) ae -1lGR ° d ass °.8 p� _ c y o 0 O m N pa .� >R� c b p e p O N N O C W � o ° 4. mE of �a 0a� ORAYKI AN: J. ATKINSON W W. J. RENO ilF W11E WEST IVY 91F MIA6R CV842 ml[ AOOIIOB 1108 DRY BRIDGE ROAD CHARLOTTESVILLE. VA 22903 lEEi 1111E ELECTRICAL DETAILS E -4 nar IGYF: AS 51gWN ELECTRICALAIIM 1. FURNISH ALL LABOR. MATERIALS. TOOLS, EQUIPMENT SERMCES FOR ALL ELECTRICAL WORK AS INDICATED N ACCORD ON PROVSONS OF CONTRACT DOCUADNTS. COORDINATE ANTI WORK O ALL OTHER TRADES. FINNISH AND INSTALL & SUPPLEMENTARY OR MISCELLANEOUS ITEMS AND DEDUCES TO SECURE ALL COMPLETE NSTAUTION 2. FOR EXACT LCCAIIDN OF BUILDING ELENFNI9, PEFEN TO ARCHITCTIIR& OWGS FIELD VERIFY LOCATION AND ARRANGEMENT OF ALL EXISTING SYSTEMS AND EQUIPMENT 3. ALL EXTERIOR DEDUCES AND EQUIPMENT MALL BE WEATHERPROOF, NEMA-OR 4. PERFORM ALL WORK IN ACCORD NTH FOLLOWING COMES: 1. FEDERAL. STATE AND LOCAL CODES. REGULATIONS AND OROUNCES 2. NATIONAL ELECTRIC& CODE (NEC). 19% MINN. 3. ALL AUTHORITIES HAVING JURISDICTION. 5. USE UL LABELED ELECTRIC& MAMMAS WERE USING HAS BEEN ESTABLISHED FOR MATERIALS OR DEVICES IN QUESTION. G. SAFETY SWITCH: HEAVY DUTY ME IN NEMA -1 IN DAMP OR NET LOCATIONS. T. CONDUIT: ALL ELECTRIC METALLIC HONG CONNECTORS SHALL BE COMPRESSION TYPE (NO POT-AETAL AND SET SCREW), MIN, 3/4 M. USE FLEXIBLE META (S1FEL) CONDUIT FOR CONNECION TO ALL MBRAING EQUIPMENT AND CASEWORK. 8. ORE IN COMMIT S2E0 010 AWG AND SMAUDR SHALL BE SOLID COPPER WIT TYPE W WW/IHHN 600 VOLT INSULATION. THE MN. CONDUCTOR SZE SHALL BE NO 12 ARV. CMNIRUL WRING MAY BE NO. 14 AM A GROUND WRE SMALL BE INSTALLED IN ALL CIRCUITS WIRE O SIZES B ANC OR LARGER SHALL BE STRANDED COPPER ON TYPE ANON, THOU OR WHIN 600 VOLT IN91UlKN. SAUCES FOR WRE SIZES OF 18 ANC OR LARGER STALL BE SLAT -BOLT CONNECTORS WTH SUFFICIENT MILS O TAPE TO EPA. INSUUION OR WE BONG SPLICED. 9. PROVIDE NAMEPLATES ON ALL PIECES O ELECTRICAL EQUIPMENT, SUCH AS, CIRCUIT SIMMERS. DISCONNECT SW7C ES, PANUBOMDS. ALL PULL BOXES NAHEPUTESMALL BE ENMAWD WITH WMTE LETTERS N A BLUE FIELDS, 2- 112'X314' WITH 1/4' HIGH (MIN.) 'S.TONFLEX' TO WWSTMD EXTREME INDOOR AND OUTDOOR TEMPERATURES. PLATE SHALL HAVE PRESSURE SON90K ADHESIVE BACKING SUITABLE FOE OUTDOORS 10. WE CABINET SHALL BE PROVI)ED AS A PREFABRICATED PACKAGED UNIT. WE CONTRACTOR IS TO PROVIDE ALL OTHER EWIPMENT. CONDUIT AND CARUNG FOR A COMPLETE JOB, 11. ALL TERMINATIONS SHALL BE USIED AND IDENTRED FOR USE WTH 75' C RATED CONDUCTORS. 1L POORER COMPANY GR WE CONTRACTOR WHERE REWIRED BY TEE POWER COMPANY, SIMI TERMINATE WE POWER CARI.ES(SJPPLED BY TIE POWER GO.) AT WE UMUTY METER LOCATE ON WE CABINET. 13. CODWIT UNES SMALL HAYS A CONTNUWS SLOPE DOWNWARD AND AWAY FROM WE CABINET TO WE PROPERTY UNE SO WAT WATER OLL ROW AWAY MGM WE CABINET. TRENCHES SHALL BE EXCAVATED ALONG STRAIGHT LINES BEFORE CONDUITS ME LAD SO THE ELEVATION CM BE ADJUSTED. IF NECESSMY, TO AMD UNSEEN ORSTRUCIICNS. MANUFACTURED BENDS SHALL HAVE A MN. HAD. 36' FOR CONDUITS 14. BENDS SHALL HAVE A MINIMUM RADIUS 36' FOR CONWITS ALL COR ITS ENTERING THE SHELTER SHALL BE SEALED WTH SEALANTS THAT ARE IDENTIFIED FOR USE WW THE CABLE INSULATION, SHIELD, OR OWER COMPONENTS. A BEAD OF SILICONE SHALL BE ACED AROUND ALL CONDUIT PENETRATIONS INTO THE CMINI 15. METER SOCKET TO BE SUPPLIED BY OR AS PER POWER COMPANY REQUIREMENTS. 15. GROUND FAULT PROTECTION 13 REQUIRED FOR ANY UTILITY RECEPTACLES. 17. WHITE/NEUTR&, KEEN /GROUND. SHALL BE MAINTAINED THROUGHOUT THE SITE ELECTRICAL SYSTEM. 1. ALL CABLE SHALL BE ANDREWS OF SERIES WIN NF CONNECTIONS AT BOTH ENDS. 2. ALL JUMPERS AT THE ANTENNA TO BE LOW SERIES (NO SUPERFLEX). B -FOOT, 1 /2'NM z ON. 3. ALL JUMPERS AT THE EQUIPMENT TO BE OF SERIES 1B' -6' MAX., 1/2'NM x 1 /2'NM (SUKWR X AJ.OWED IN SHELTER). 4. ALL EXTERIOR CONNECTONS SNL BE WEATHERPROOF TAW. S. ALL GROUND KITS SHALL BE 2 HOLE LUG (NO SCREW -061 COGS ALLOWED). 5. ALL COAX CABLES TO BE RUN INSIDE MONOPOLE, INHERE POSSBLE. NO HANGERS WILL BE REWIRED WHEN CABLES ARE RUN INSIDE MONOPOLE. T. ALL COAX CABLES RUN ON A WAWWDE LADDERS. ON STANDOFF, ON THE EXTERIOR OF A MONOPOLE. ON A GUYED TOWER. ON A SELF SUPPORT TOWER OR ON A POLE SHALL BE SUPPORTED EVERY FOUR (4) FEET. UNFRA NOTES TO UECNWCM CONTRACTOR I. WE CONTRACTOR SHALL PROMOE (FURNISH AND INSTALL) ALL NECESSARY CONDUITS, WRING AND CURET BOXES TO SUPPORT WE FURNISHED ITEMS. Z PROVIDE WRING IN CONDUIT IN ACCORDANCE WTH MANUFACIUIENS RECNMENDATKN AM) N.EC, 3. FOR LOCATION O NEW EQUIPMENT CABINET d ANTENNAS, SEE SITE PULL 4. COORDINATE IN ADVANCE ALL WANK TO BE NNE WTH POWER UTLTY CO. 5. THE CONTRACTOR SHALL BE RESPON9BIE FOR MAKING ALL CONNECTIONS AND MAKING A COMPLETE OPERATON& SYSTEM AS APPROVED BY MOWN C UNIGTMS REPRESENTATIVE G. THE CONNACTM 9ULL CONFER. COdRUI AND WARY ON RECNMENDMONS MAD BY THE NEW EQUIPMENT CABINET MMUFACIINER'S REPRESENTAIVE T. ELECTRIC& CWiRACTM TO INCLUDE WE RNAL CONNECTION WORK AND REWIRED PERMITTING AND INSPECTIONS TO COMPLETE WE POWER AND TELEPHONE CONNECTION TO EQUPMENT CABINET. COORDINATE WITH WE GENERAL CONTRACTOR FOR EQUIPMENT CABINET. a PRIOR TO MY WORK M ORDERING OR MY MAIERMLS. THE CONTRACTOR SHLL VERIFY THAT THE EXISTING SRMCE VWTAM IS WE SALE VOTAGE AS SHOWN FOR THE NEW EQUIPMENT. F THE M.TACES ARE WE SAME, WE CONTRACTOR MAY PROCEED. IF DIFFERENT, THE CONTRACTOR SHALL NOTIFY GROWN COMMUNICATIONS IMMEDIATELY AND OBTAN FURWER DIRECTION. 1.1 MAC ALL (ROUNDING WE SMALL BE IN COATED COPPER, 1 2/01EE4 N9IUTED WILL BE USED FOR E0. GROUNDS TO WING - R AND BARE STRANDED SOFT DRANK COPPER CABLE UNLESS OTHERMSE NOTED ON WE DRAWING. - LYNCOE 'mr GROUND RODS (REFER TO SECTION 2.1) - CAGE WELD OR OTHER APPROED EXOTHERMIC WELDING SYSTEM 1.2 DRUM HQP PLACEMENT PL{(MMDT THE OUTSIDE SPRING RING SHALL BE RACED MWND WE STRUCTURE AT A DISTANCE OF ONE FONT FROM THE FOI.NDATION AT A DEPTH O TWO FEET M SEX INCHES BELOW MOST UNE, WHICHEVER IS DEEPER. 1.3 LIMITS O BEND RADIUS IT IS IMPORTANT THAT WE ONE CONNECTING THE INSIDE AND OUTSIDE GROUND RINGS BE AS STRAIGHT AS PM9BE. ON NO TUN SHORTER WAN A ONE FOOT RADIUS DMAING FROM THESE WIDEUMES WOULD ACID INDUCTW REACTANCE, WHICH WILL EFFECTIWLY DECOUPLE THE TWO SYSTEMS IF UMWNC ENERGY IS INiNO)UCEO. THIS IS WE TO THE VERY FAST RISE TIMES ENCOUNTERED WTH UNWIND STRIKES AMID ALL E10 TURNS 1.4 CCNWCTW METHODS ALL EXTERIOR t SUM CONNECTIONS WILL CAD WELD OR OTHER APPROVED EXOTHERMIC KONG SYSTEM. CORRECTIONS TO WE SEW ON META BONING MAY BE MADE ON MECHI CONNECTIONS RF GROUND CONNECTIONS TO BUSS BAR COWL BE MECHMDA CONNECTED ON TWO HUI LUGS. GRWHO CONNECTION SHALL SE FREE OF DIRT, GREASE & PAINT. ALUMINUM HIRE MAY NOT BE USED FOR MOUNDING AND SOLDER BONDS ARE MCNIWTED FOR ALL GROUND CCNNECIWS 1.5 AC POWER GRO NI NG CO NECTONS AT WE ON -STE RISER POLE ON METER PEDESTAL, THE AC. SERVICE NEUTRAL SHALL BE MECHANICALLY BONDED TO WE At SERMCE ENTRANCE GROUND AS SPECIFIED BY THE NATIONAL ELECTRIC CONE ARTICLE 250, MD/M APPROPRIATE LOCAL CODES, TWO GROUND RODS SHALL BE PROVIDED AT THIS POINT, INDEPENOENiLY FROM THE (ROUND RING. A SEPARATE AC SMNCE GROUND AND NEUTRAL SHILL TIM BE ROUTED AND CONNECTED TO WE MAN DISCONNECT MOUNTED NORM OR ON WE EXTERIOR M THE CABINET. WE MOUND RW, BO'IGNG ANO DOWN CONDUCTORS CULL COHOST Of THE FOLLOWING MINIMUM MATERALS AND CONNECTION METHODS ILL MOUND RODS SHALL RE 5 /B' X S' NPPERCLAD. WE TON O THE RODS STALL BE BURIED TO A MINIMUM DEPTH OF 2' -6' (M 6' BELOW THE MOST UNE WHICHEVER IS DEEPER). WE DOWN CONDUCTOR SHAH BE 12 SCUD TURNED COPPER WIRE AND SHALL BE N6 &LED FROM THE GROUND ROD TO THE AC SERVICE NED1R& /MOUND BONING. CONNECTION TO WE MOUND ROD SHALL BE CAD OR OTHER APPROVED EXOTHERMIC MELDING SYSTEM. CONNECTION TO WE NEUTRAL/MOUND BONDING SHALL BE MECHANICAL 1.6 NAQ JI WE NORMAL INSTALLATION GUIDELINE FOR ANTENNA WAD&/ CARLE MCINDING PER TRANSMISSION UNE PER TONER HOAR IS AS FOLLOWS 1. TOWERS LESS THAN 200 ' USNG AN EQUIPMENT SELLER -3 MORNING CONNECTIONS PER WAX CABLE: TOWER TOP ATTACHMENT FM I. 1 -2 BELOW MANSITON PONT, TOWER 807N ATTACHMENT PONT, 1 -4' ABOVE MARMON PONT AND AT THE MIMING PENETRATION, 2 TAPERS OVER 200' USING AN EQUPMENT SHELTER -4 MOUNDING CONNECTIONS PER COAX CABLE; TONER TM ATTACHMENT POINT. 1 -2' BELOW TRANSITION PONT, TOWER MODE ATTACHMENT PUNT, TOWER B070M ATTACHMENT POINT, 1 -4' ABOVE MANSION PUNT AND AT WE BUILDING PENETRATION. 3. TOWERS LESS THAN 2W USING EXTERIOR CA9INETS -2 GROUNDING CONNECTIONS PER COAX CABLE; TOWER TOP ATTACHMENT POINT, 1 -2' BELOW MARSTON PONT AND TOWER BOTTOM ATiAWMNT PONT, 1 -4' MOPE TRANSION PUNT. 4. TONERS OVER 200' USING EXTEPoM CABNEIS-3 GROUNDING CONNECRONS PER COAX CABLE; TOYER TOP ATTACHMENT PONT. 1 -2' BELOW TNM9TW POINT, TONER MODE ATTACHMENT PONT AND TOWER BOTTOM ATTACHMENT PONT. 1 -4' ABOVE TRMSTEN POINT. 1.7 ANTENNA MOUNDING A CONNECTION RFOUIREMFNTS ALL TONER /ANTENNA GROUNDING CONNECTIONS SHALL BE CAMEO. ALL BONDS IN THE TOYER MOUNOWC SYSTEM SHALL HAVE A MINIMUM RADIUS OF 1'. CONNECTORS SHALL BE MADE BY THE SHORTEST POSSIBLE ROUTE, GENERALLY A STRAIGHT UNE B. ICE BRIDGE CAR WAD 02 SCUD MINED COPPER WRE TO EACH PIPE SHJPPMIING THE CABLE SUPPORT STRUCTURE N THE FRONT/BACK AND MIDDLE IF OER 20'. BOND TOGETHER EACH SECDON OF ICE BRIDGE USING (A SOLD TINNED COPPER WRE CAD MELDED TO EACH SECTION. 1.8 PERIMETER FENCE MOUNDING WREN INSTALLED, WE PERIMETER PENCE SHALL BE CONNECTED IN AT LEAST SIX PLACES TO WE MAIN EXTERIOR MONO RING. CAD KONG CONNECTIONS SHALL BE MADE ON WE CORNER METADC B' - 12' MOVE FENCE POSTS AND WE TWO POSTS SUPPORING THE CANE AND THE EXTERIOR GROUNDING RING USING EAEG2 o INAMG E ATO TD EACH GATEPOST USIN/IN ULATEDWF DINCAB CD AVOID TO WE GATEPOST AND TLE CARE LEAF FRAME 3Z MING A ORTRED MEASUREMENTS TO BE TAKEN AND SUBMITTED PRIM TO CONNECTOR M MAN SERVICE UTILITY GROUND. GROUND MID RESSTANCE SHALL NOT EXCEED 5 ARMS. B UPON COMPLETION OF THE GROUND INSTALLATION AND BEFORE CONNECTION TO WE PERMANENT FAULTY POWER. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AT HIS EXPENSE. A MEASUREMENT OF WE NEW EARN GROUNDING ELECTRODE SYSTEM. THE TESDNG SHALL UTIUZE AN EARTH RESISTANCE METER AND BE CONDUCTED IN ACCORDANCE MIN WE IEEE STANDARD 3 POINT FALL OF POTENT& METHOD. C. NOTIFY WE OTHERS RFPRESENTATVES THEE DAYS PRIOR TO THE SCHEDULED TESTING DATE SO THEY WY BE PRESENT AT WE TIME W TESTING, 0. WE GROUNDING SYSTEM SHAL PASS A'SIXTY TWO PERCENT FALL - DF- PoIONML' LEST. THE MINIMUM IENGTI O WE MST CONDUCTORS SAUL BE ISO FEET. CONTRACTOR SHALL HAVE A WRVS OF RESISTANCE VS. DISTANCE PREPARED. WE CONTRACTOR SHALL IMMEDIATELY NOTARY WE OWNER'S REPRESENTAIA IF WE MEASURED RESISTANCE IS ARDW 5 OWNS. ABBREVIATIONS AND SYMBOLS A/C AIR CONDITIONING IN ADJUSTABLE AFF ABOVE FINISH FLOOR APPROX APPROXIMATELY ASFM AMERICAN SOCIETY FOR LB(S) TESTING AND MATERIALS AND AMERICAN WIRE GAUGE BLDG BLK BAR B/S CLG CLR CONC CONEY CONT OBL CIA, O DIAC DIM ON DTL,DER DWG E EA ELECT EO EQUIP EW EXIST EXT FIN FLUOR FLR FT GA GALV GC GRND DAUB GYP BD HMD'WD HORIZ HR HT WAD BUILDING BLOCK BASE MOBILE RADIO BUILDING STANDARD COUNG CLEM CONCRETE CONSTRUCTION CONTINUOUS DOUBLE DIAMETER DIAGONAL DIMENSION DOWN DETAIL DRAWING EAST EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EACH WAY EXISTING EXTERIOR FINISH FLUORESCENT FLOOR FOOT GAUGE GALVANIZE(D) GENERA CONTRACTOR GROUND GYPSUM WALL BOARD GYPSUM BOARD HARDWOOD HORIZONTAL HOUR HEIGHT HEATING. VENTING & NR CONDITIONING 10 INSIDE DIAL IN INCH INFO INFORMATION INSUL INSULATION INT INTERIOR LB(S) POUND(S) WAX MAXIMUM MECH MECHANICAL MET,MTL METAL MFR MANUFACTURER MGR MANAGER MIN MINIMUM MISC MISCELLANEOUS N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC,o /c ON CENTER OD OUTSIDE DWAETER OPG OPENING OPP OPPOSITE PLYWD PLYWOOD PR PAIR PROJ PROJECT PROP PROPERTY PT PRESSURE TREATED REO'D REQUIRED RM ROOM NO ROUGH OPENING S SOUTH SHT SHEET SIM SIMILAR SPEC SPECIFICATION SO SQUARE 55 STAINLESS STEEL SR STEEL STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL THRU THROUGH TNND TINNED TOC TOP OF CONCRETE TOM TOP OF MASONRY TYP TYPICAL UBC UNIFORM BUILDING CODE UNO UNLESS NOTED OTHERWISE VERT VERTICAL NF VERIFY IN FIEND VT VINYL TILE W WEST W/ WITH WIN WINDOW W/0 WITHOUT WP WATERPROOF i & R O ANGLE AND CENTER UNE PROPERTY ONE AT NUMBER 8 REVISION WK 1� METAL REFERENCE <> KEY NOTE A ELEVATION REFERENCE 1W ROOM NUMBER ��LL.lY' KEYED NOTE SECTION REFERENCE ® - O���pLTH Op II,, JOHN D. RENO -d Lie. No. 32989 Ar 1/12/09 n 1150 9NMgWIh L�N� b. (Re )y, e-Im ]]BBD U M I IS x Q uW �� � PN m u J N c m eSN° yl WC w °c11 In � L o + LL ¢u BSI- . 2 � + c 0 0 o c W � awc u MAWM IN: J. ATKINSON CHECKED BY: J. RENO HD WWE WEST IVY SIIF MU9W CV842 NiC AOOI® 1108 DRY BRIDGE ROAD CHARLOTTESVILLE. VA 22907 9RQT lII E ELECTRICAL NOTES NEST RNBEII E -5 PLOTS AS L' Balloon Test Dickerson Property January 9, 2009 NTELOS CV852 SDP200800178 Attachment D From top of embankment across Dry Bridge Road, looking west up the driveway, into the site. Balloon is visible. Attachment D View north along Dry Bridge Road. Driveway entrance is on the left. 11 F J.1 4 4 n' 1 i k %. 'aatr Photo taken at street level on Dry Bridge Road looking west into the site. Attachment D Attachment D 61- View north along Dry Bridge Road at intersection with Country Lane. Balloon is not visible. X13 Attachment D Attachment D Attachment D