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HomeMy WebLinkAboutSDP200800169 Legacy Document 2008-12-22ar.�,' ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP 2008 -169 Ekman Staff: Megan Yaniglos- Senior Planner, Property- AT &T- Tier II PWSF Brent Nelson- ARB Planning Commission Public Hearing: Board of Supervisors Hearing: January 6, 2009 NIA Owners: J & F Ekman Inc. Applicant: Valerie Long Acreage: 1.357 acres Rezone from: Not applicable (Lease Area: 600 square feet) Special Use Permit for: Not applicable TMP: Tax Map 878, Parcel 4 By -right use: RA, Rural Area and EC, Location: Located on the south side of Entrance Corridor Zoning Monacan Trail Road (Rt. 29 South), west of the intersection of Taylors Gap Road Rt.71 Q . Magisterial District: Samuel Miller Proffers /Conditions: No Requested # of Dwelling Units /Lots: NIA DA - RA - X Proposal: Request for approval of a Comp. Plan Designation: Rural Area in treetop personal wireless service facility Rural Area 3. with a steel monopole that would be approximately 75 feet tall 123 feet below the height of the tallest tree within 25 feet], with equipment cabinets located at the base of the tower on a concrete pad, Character of Property: The proposed site is Use of Surrounding Properties: Single - located in the southwest corner of the family Residential intersection of Route 29 South and Taylor's Gap Road, State Route 710. The lease area is wooded and located approximately 100' west of, and 10' to 12' higher than the Trading Post gas station /convenience store building, The surrounding area is rural in character with open agricultural fields, mixed hardwood forest and single family homes. Factors Favorable: Factors Unfavorable: None 1. The proposed tower is 23 feet lower than the reference tree. 2. The proposed tower has limited visibility from the entrance corridor. 3. The Architectural Review Board approved this proposal with conditions. Recommendation: Section 5.1.4 Personal Wireless Facility- Staff recommends approval of this personal wireless service facility. S'T'AFF CONTACT: PLANNING COMMISSION: AGENDA TITLE; PROPERTY OWNER: APPLICANT; PROPOSAL: Megan Yaniglos; Brent Nelson January 6, 2009 SDP 08 -169: Ekman Property- AT &T- Tier II PWSF J & F Ekman Inc. Valerie Long- Williani Mullen Request for approval of a treetop personal wireless service facility [Attachment A] with a steel monopole that would be approximately 75 feet tall [23 feet below the height of the tallest tree within 25 feet], with equipment cabinets located at the base of the tower on a concrete pad. 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 1.357 acres, described as Tax Map 8713, Parcel 4, is located in the Samuel Miller Magisterial District off of Monacan Trail Road [Route 29], and is zoned RA, Rural Areas and EC, Entrance Corridor. COMPREHENSIVE PLAN: The Comprehensive Plan designates the property as Rural Area in Rural Area 3. CHARACTER OF THE AREA: The proposed site is located in the southwest corner of the intersection of Route 29 South and Taylor's Gap Road, State Route 710. The lease area is wooded and located approximately 100' west of, and 10' to 12' higher than the Trading Post gas station/convenience store building. This proposed facility site is located such that the topography allows for AT &T to get the coverage they need along Route 29 without having the proposed tower taller than the reference tree. The surrounding area is rural in character with open agricultural fields, mixed hardwood forest and single family homes. PLANNING AND ZONING HISTORY: SP2000 -45: Approval of personal wireless service facility. STAFF COMMENT: Section 3.1 provides the following definitions that are relevant to this proposal: Tier 11 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 2 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 a&icultural 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 Il facilities" states: "Each Tier II facility may be established upon commission approval of an application satisfying the requirements ofsubsection 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 31.4.2.6. 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). The Architectural Review Board has approved the location with conditions [Attachment E]. Staff has reviewed this request for compliance with the County's design guidelines for the entrance corridor and recommended approval. 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 he 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 anv resources specifically identified for protection in the deed of easement. The proposed facility includes a monopole that would have a height of approximately 75 feet above ground level (AGL).The height of the reference tree is approximately 98 feet above ground level (AGL) and is located 25 feet west of the proposed monopole. 3 A balloon test was conducted on November 13 1h , 2008 [Attachment C]. The balloon was raised from the location of the proposed monopole and to the height of the monopole, 23 feet below the top of the reference tree. The balloon was only visible from Route 29 where it intersects with Taylor's Gap Road, St. Rte. 710. It was not visible south of the intersection and only visible for a short distance north of the intersection. When the balloon was visible, the significant backdrop of trees mitigated its appearance. A medium dark brown pole color would further mitigate the facility's appearance. The balloon was not visible from nearby historic buildings and properties. The ground equipment will be screened with a wooden fence, as well as evergreen vegetation. This low level of visibility is not expected to have a negative impact on the Route 29 Entrance Corridor. The applicant has also submitted photo - simulations that depict what the facility will look like from Route 29 [Attachment D]. Section 5.1.40(d)(3): Thefacility 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 [Attachment F]. Staff believes there is no significant loss of resources related to the installation of the tower. 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 pole is expected to be visible for a relatively short period of time when traveling on Route 29 Ian entrance corridor]. As mentioned above, the degree of visibility is not expected to have a negative impact on the Entrance Corridor based on these findings. The Architectural Review Board has approved the location with conditions [Attachment E]. Therefore, staff feels the visibility of the monopole will not adversely impact the resources of the entrance corridor or historic districts. A tree conservation plan, with measures limiting the impacts to existing trees remain will be submitted prior to application for the building permit. Section 5.1.40(d)(4): The facility shall not be located so that it and three (3) or more existing or approved personal wireless service facilities would be within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet. There is one additional 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 (9) feet taller than the tallest tree within twenty -five (25) feet of the monopole, and 4 shall include any base, foundation or grading that raises the pole above the pre - existing natural ground elevation; provided that the height approved 8v the commission may be up to ten (1 U) 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 commissioners denial of 'a modification to the board ofsupervisors as provided in subsection 5.1.40(d)(12). The proposed monopole is 23 feet lower than the tallest tree within twenty -five (25) feet. Section 5.1.44(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, faVade 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 and associated equipment is a brown paint (Java Brown) to match existing surroundings. There will be a dark brown, wood screening fence and landscaping around the facility as well. 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 monopoles structure. A note on the site plan indicates that vertical cables, wiring and similar attachments will be located inside the monopole. Section 704(a)(7)(b)(I)(I1) of The Telecommunications Act of 1996: The regulation of the placement, construction and modification of personal wireless facilities by any state or local government or instrumentality thereof shall not prohibit or have the effect of prohibiting the provision of personal wireless services. The Telecommunications Act addresses concerns for environmental effects with the following language. "No state or local government or instrumentality thereof may regulate the placement, construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commissions' regulations concerning such emissions." In order to operate the proposed facility, the applicant is required to meet the FCC guidelines for radio frequency emissions. These requirements will adequately protect the public health and safety. It is staff's opinion that the denial of this application would not have the effect of prohibiting the provision of personal wireless communication services. RECOMMENDATION: Staff recommends approval of this personal wireless service facility. SUMMARY: Staff has identified factors which are favorable and unfavorable to this proposal: Factors favorable to this request include: 1. The proposed tower is 23 feet lower than the reference tree. 2. The proposed tower has limited visibility from the entrance corridor. 3. The Architectural Review Board approved this proposal with conditions. Factors unfavorable to this request include: 1. None 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. ATTACHMENTS: A. Site Plan B. Vicinity Map C. Photos of Balloon Test D. Photo - simulations provided by Applicant E. ARB letter and conditions F. Open Space and Critical Resources Map 0 PROJECT INFORMATION SCOPE OF WORK: PRA]PiI66ED (3) SECTOR ANTENNAS MOUNTED ON A PROPOSED TOWER- EQUIPMENT CABINETS WILL BE LOCATED AT THE W OF THE TOWER ON A SLAB. SnI IS AN UNMANNED TELECOMMUNICATIONS FACILITY. SITE ADDRESS: 3019 MONACAN TRAIL RD NORTH WON. N. VA 22459 LATfTUDE, N 37' 58' 1 -67' LONGITUDE: W 79 38' 11,87' GROUND ELEVATION: 745.6' JURISDICTION: AI REMARI F COUNTY PRuWY ZONING DESIGNATION: RA TAX ID, NO: 878-•4 PARCEL S1ZE 1.3575 AC ❑EEO REF: DD 866, PACE 747 PROPOSED USE: TELECOMMUNICATIONS FACILITY TOWER OWNER; NEW CINGULAR WIRELESS PCS, LLC SITE NAME: TAYLOR'S GAP ROAD (EKMAN PROPERTY) SITE NAVE: TAYLORS CAP ROAD {ExMAN PROPERTY] SITE 1: CV379E NAME OF APPUCAHT: NEW CINGULAR WIRELESS PCS, LLC UTILITY INFORMATION SITE NO.: C UTI[IT1E5 POWER: CENTRAL VIRGINIA ELECTRIC COOP (800) 367 -2832 TELCO; VERIZON (&)0) 4B3-5GGD VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS DRAWING INDEX REV DIRECTION: _ APPLICABLE NATIONAL. _ VA- CV379E -T -1 TITLE SHEET FRDM ti64 (fin TAKE EXIT 118A, TAKE RAMP (ROfi) ONTO US -29 [MONACAN TRAIL RD] 7 -4 MI. TURN LEFT (SOUTH) ONTO LOCAL SALITNOR HAVING JURISDICTION {AFU}LFOR THEULOCATION. THEE EIXRON OF THE AHJ LOCAL ADOPTED CODES NDSTANDARDSEIN LOCAL CT SURVEY ROAD(S) 21 YDS. TURN LEFT (FAST) ONTO US -29 [MONACAN TRAIL RD] 0.2 MI, TURN RKM (SOUTH) ONTO LOCAL ROAD(S) TD9 YDS- DN THE DATE OF CONTRACT AWARD SHALL CDVERN THE DESIGN. VA- CV379E -A -DA AREA PLAN 1 ARRIVE AT SITE VA- CV379E -A -0 SITE PLAN 1 BUILDING CODE: VA- CV379E -A -1 COMPOUND PLAN & ELEVATION 1 INTERNATIONAL BUILDING CODE (IBC 2DD6) VA- CV379E --A -2 EQUIPMENT LAYOUT 0 ELECTRICAL CODE: VA- CV379E -A -3 FOUNDATION DETAILS 0 NATIONAL ELECTRICAL CODE,(NEC 2006) W/2D03 AMENDMENTS VA- CV379E -A -4 EQUIPMENT SPECS 0 0 � SU'BCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING 57N1DARE?S. VA- CV379E -A -5 EQUIPMENT SPECS 0 v AMERICAN CONCRETE INSTINTE (ACA) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE VA- CV379E -A -6 ANTENNA DETAILS 0 AMERICAN IHSTfiLITE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASO, NINTH EDITION VA- CV379E -A -7 SIGHT DISTANCE ANALYSIS 1 TELECOMMUNICATIONS INDUSTRY ASSOCIATION N) 222 -F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES, VA- CV379E -A -8 SIGHT DISTANCE ANALYSIS 1 nA 607, coMMERCAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR iElfCfl1AMUHICAT1pFiS o VA- CV379E -E &5 -1 EROSION & SEDIMENT CONTROL DETAILS 0 INSTITUTE FOR ELECTRICAL AND ELECTRONCS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVTIY, GROUND IMPEDANCE. AND EARTH SURFACE POTENTIALS Of A GROUND SYSTEM N VA- CV379E -E &S -2 EROSION & SEDIMENT CONTROL NOTES 0 IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE 062.41 • RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3' AND 'NIGH SYSTEM EXPOSORE7 N Cn TELCORDLA GR -1275, GENERAL INSTALLATION REQUIREMENTS rn v -. -.._ _- TESCORDA GR -1503, CWW_ CABLE CONNECTIONS � �' �S �iQF{� �- F�1�- d ANSI T1 -311, FOR TELECOM - DC POWER SYSTEMS - TELECOM. ENVIRONMENTAL PROTECTION _ fi SITE FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERUIL METHODS OF CONSTRUCTION, OR a Red --Hill School Rd OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENI, THE SPECIFIC REQUIREMENT SHALL GOVERN. 24 r' a - m o - N .ti NOTES ARBORIST INFO a 1. SEE THE FOLLOWING NOTES. SYMBOLS AND DETAILS, BECHTEL DOCUMENT NUMBER Crossroads -- d 24782 - 000- -A3 -EF -00001 FOR THE IMPLEMENTATION OF THIS SITE DESIGN PACKAGE: } CONCRETE AND REINFORCING STEEL NOTES (DETAIL 102) APPLICABLE BUILDING CODES AND STANDARDS (DETAIL 103) AT&T CONSTRUCTION: AT&T RF: p RF NOTES (DETAIL 116) MICHAEL ABBOTT SITE WORK GENERAL NOTES (DETAIL 619) BART 971-3020 THE RTS a STRUCTURAL STEEL NOTES (DETAIL 620) _ GROUNDING NOTES (DETAIL 621) ELECTRICAL INSTALLATION NOTES (DETAIL 622) � � AT&T COMPLIANCE; CIETEL CONSTRUCTION - GENERAL NOTES (DETAIL 623] SCALE. i _���� dF y a GREENFlELD TVSS NOTES {DETAIL 624] rr SITE NAME: TAYLOR'S GAP ROAD 2 CHRISTOPHER n' B� FALLS CHURCH, ENGINEERS > SiIIE I0, EKMAN PROPERTY 1 12 -15 -" ARB COMMENTS GMW SMa 0 MORIN CD FMLS G"lM VA 22MI -2W �t t 0 ID -2s -os FINAL ZONING G10W ew TITI F SHAFT L>,031671 -5370 SITE NO. CV379E Na. 03 984 vw a r r h i t C s S Fes' [7�] �' LEEM PLVA s A 1n -I5 -oa PftELI101NAFi! ZONING Grave 8100 810 IZ • !6 ❑ s N e ti g i n e e r s 3019 MONACAN TRAIL ROAD p� �,,A � NO- DATE "Slows gr LW APPO Sj�NAL �� 1�Etachment A NORTH GARDEN, VA 22959 SCALE AS s tawN DESIGNED 8. o—u,—NN ❑RAWN GMW GENERAL NOTE5: 1. ALBEMARLE COUNTY TAX MAP: 878 A5 PARCEL 4 2, PROPERTY OWNERS: JtF EKMAN INC. DEED BOOK 866 AT PAGE 747 AS RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALSEMARLE COUNTY, VIRGINIA. 3. ALL DIMENSIONS 5HOWN RELATIVE TO THE LEASE AREA ARE TRUE AND CORRECT. DIMENSIONS FROM THE LEASE TO THE UN5URVEYED PROPERTY LINES ARE WITHIN +/- I FOOT, 4. HORIZONTAL DATUM: NAD 83; VERTICAL DATUM: NAVD 86 5. M5TING ZONING. RA (RURAL AREAS) 6. LEASE PROPERTY 15 LOCATED IN F,I,R.M. ZONE "CH AS SHOWN ON COMMU14ITY PANEL NO. 240000 0059C, DATED MAY 2, 1983 (FLOOD ZONE DETERMINATION 15 BASED ON THE FLOOD INSURANCE RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING OR DAMAGE.) NOVA CA N r I 1. ROD (F} 3. 112' ' 1. Rov ��) 0' J l q t� y v �' oy G u} m t TH Op L� 1, C 5TC C. ORE: y Lic. No. 2607 09 (0z /0 'kiiis-101.A'D SUitgV� 04 7. NO SUBSURFACE INVESTIGATION PERFORMED BY christopher consultants. UTILITY PAINTMARK5 SHOWN HEREON BASED UPON M155 UTILITY LOCATION ONLY. 8. THERE ARE NO WETLANDS AREAS ON TH15 LEASED PARCEL. 9. BOUNDARIE5 AND AREAS OF ADJACENT PARCELS ARE BY COMPILATION THESE BOUNDARIES ARE COMPILED FROM DEEDS OF RECORD AND TAX MAPS AND ARE TIED TO ADJACENT FOUND MONUMENTATION. 10, THE BOUNDARIES AND AREAS SHOWN HEREON ARE COMPILED, AND DO NOT REFLECT A COMPLETE SURVEY OF THE PREMISES AND IN NO WAY REPRESENTS AN ACTUAL BOUNDARY SURVEY. Ii, THI5 SURVEY WAS DONE WITHOUT THE BENEFIT OF A T17LE REPORT. 12. U5E AND ZONING INFORMATION OBTAINED FROM BEST AVAILABLE PUBLIC RECORDS. 13. THERE ARE NO KNOWN CEMETARIES OR BURIAL GROUNDS WITHIN 500 FOOT RADIUS OF SITE. (160- RfGNT 'OF WAY) AND L4NE-- ~ � P( MAP 875 -4 F FKMAN INC. (D5. 666 PG. 747) C/L of PRO ME10 59,133 5F OR 1.3575 ACRE5 10' ACCESS ESI`' ZONED: RA (2,190 59. FT) 'sl II USE- RE51DENTIAL fla„o,,ma„ Ex, 25' ROM! E51*T (DB. 786 PG. 281) IDE Y _ — ..•1 �DR�ytA l t l py rIr p &7� -6 p e BENCH MARKS BM# NORTHING EASTING ELEVATION DESCRIPTION TRV 1 3,876,084.29 11,444,228.44 734.82 IRON PIPE SET TRV 103 3,875,977,30 11,443,914.75 739.27 IRON PIPE SET t L 0 Z 73 v a L 0 g Q EX cu % 1 c ---1\ a z v v 7 1 1� I ' EX. TREE SCHEDULE (D 35' WHITE OAK - HT: qe' - REFERENCE ® 5- WHITE OAK - AT: 251 (136' NWITE OAK - HT: 90' Q} 0 TWIN BIRCH - HT: 30' 34' WHITE OAK - HT: 86' PROPERTY LINE DATA LINE BEARING D15TANCE PI 5 46'00'5x1' E 110.77' P2 5 15'05'301, E 36,19' P3 5 7a'lq'31' W 365.17' P4 N 101451161 W 224.01' P5 N 77'13'391` E 12.25' P6 5 82'15'30° E 304.75' DRAWN: C. Fillmore CHECKED: C. Fillmore I DATE: 0q -03 -08 I CCL .10bg 08gb01.00 SCALE: I inch = 60 Feet SHEET: I OF 2 51TE PLAN - TAYLOR5 GAP ROAD PROJECT E E INC. christo her consultants p "IONACAN r engineering � surveying - land planning 3019 q TRAIL ROAD FORTH GARDEN, VIRGINIA " f1 awlatppher CCheuFRanM Rd 7172 calumbla ewe isuwle 1001 mlumaa, md. 21W -096 TAX MAP. 87B PARCEL: 4 galawa�r elua�2.e6s0 mctra301881 -nu laxam.6>? -sue 5AMUEL MILLER MAG15TERIAL D15TRICT ALBEMARLE COUNTT, VIRGINIA DRAWN: C. Fillmore CHECKED: C. Fillmore I DATE: 0q -03 -08 I CCL .10bg 08gb01.00 SCALE: I inch = 60 Feet SHEET: I OF 2 0m n 3 r7 rt METES AND BOUNDS DESCRIPTION 160 SQUARE FEET LEASE AREA PARCEL BEGINNING FOR THE SAME AT A REMOTE POINT AT THE INTERSECTION OF THE 5OUTHERN RIGHT -OF -WAY LINE OF MONACAN TRAIL ROAD, US ROUTE 1:2q (A 160' RIGHT -OF -WAY) AND THE WESTERN RIGHT -OF -WAY LINE OF TAYLORS GAP ROAD (A VARIABLE WIDTH RIGHT -OF -WAY); THENCE DEPARTING SAID INTERSECTION AND RUNNING 50 TO CRO55 AND INCLUDE A PORTION OF THE SUBJECT PROPERTY THE FOLLOWING 51X (6) COUR5E5: 1.) SOUTH 46'00'59" EAST, 46.42 FEET TO A POINT; THENCE SO TO CROSS AND INCLUDE A PORTION OF THE SUBJECT PROPERTY THE FOLLOWING FIVE (5) COURSES: 2.) SOUTH 80'53'35" WEST, 76.76 FEET TO A POINT; THENCE 3.) SOUTH 70'22'35" WEST, 48.71 FEET TO A POINT; THENCE 4.) NORTH 67'33'25" WEST, 66.35 FEET TO A POINT; THENCE 5.) SOUTH 02'26'35° WEST, 11.08 FEET TO A POINT; THENCE 16,00 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET AND WITH A CHORD BEARING AND DISTANCE OF SOUTH 25'06'49" EAST, 15,25 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING 50 TO CRO55 AND INCLUDE A PORTION OF THE SUBJECT PROPERTY THE FOLLOWING FIVE (5) COURSE 3,) NORTH 31'1q'47" EAST, 5.00 FEET TO A POINT; THENCE 4.) SOUTH 58'40' 13" EA5T, 16.00 FEET TO A POINT; THENCE 5.) SOUTH 31'19`45" WEST, 10.00 FEET TO A POINT; THENCE 6.) NORTH 58'40'13" WE5T, 16.00 FEET TO A POINT; THENCE 7.) NORTH 31'Iq'47" EAST, 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 160 SQUARE FEET OF LAND. METES AND BOUNDS DESCRIPTION 21 190 SQUARE FEET CENTERLINE OF 10' ACCESS EASEMENT BEGINNING FOR THE SAME AT A REMOTE POINT AT THE INTERSECTION OF THE SOUTHERN RIGHT -OF -WAY LINE OF MONACAN TRAIL ROAD, U5 ROUTE #2q (A 160' RIGHT -OF -WAY) AND THE WESTERN RIGHT -OF -WAY LINE OF TAYLORS GAP ROAD (A VARIABLE WIDTH RIGHT -OF -WAY); THENCE DEPARTING SAID INTERSECTION AND RUNNING WITH THE WESTERN RIGHT -OF -WAY LINE OF TAYLORS GAP ROAD THE FOLLOWINGI l.) SOUTH 46'00'5ci" EAST, 46.42 FEET TO THE TRUE POINT OF BEGINNING, THENCE 50 TO CROSS AND INCLUDE A PORTION OF THE SUBJECT PROPERTY THE FOLLOWING FIVE (5) C0UR5E5: Z.) SOUTH 80'53'35" WEST, 76.76 FEET TO A POINT; THENCE 3.) SOUTH 70'22'35" WEST, 48.71 FEET TO A POINT; THENCE 4.) NORTH 87'33'25" WEST, 6(..35 FEET TO A POINT; THENCE 5.) 5OUT14 02'26'35" WEST, 11.08 FEET TO A POINT; THENCE 16,00 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET AND WITH A CHORD BEARING AND DISTANCE OF SOUTH 2B'O6'4q" EAST, 15.25 FEET TO THE TERMINUS OF SAID DESCRIBED EASEMENT AND CONTAINING 2, Iq0 SQUARE FEET OF LAND. "11)NACA U N -r N A l (160' Rf {1 I HORTN 8pU7Vp LRr'r Pb TAX MAP 878 -4 J t F EKMAN INC. (DS. 566 PG. 747) UL OF 5q,133 5F OR 1,3575 ACRES *AL2 AESN' ZONEPt RA T) 1 USE: RESIDENTIAL J IX. 25 ROW ESfi 7 (w. 768 PG. 261_ A EA EEE A E A 60 ATIGN N 37'55'02.85' W 75 36'09,44' a� y El. 745' -� 4 �-0 a% �b� C m � i FE� y o�� ENV$, 2-12 PG 1 l � T Ii ag G � C STOP LLiVI Lic. No. 2607 �°rI��1� �� SUR`,��� F 0, ' christopher consultants loss engineering - surveying land planning ` chrisloprier consuJlenls, 11d. P 7172 r_Olurr is galgweydrrvB (Suite 100) columhia. fM. V046,2M 518872.8890 meVe]olml.0148 lax41108725M PROPERT`f LINE DATA LIME I BEARING D157ANCE PI 5 46'0059" E 110,77' P2 5 15'05`30' E 35.19' P3 5 7q'lq'31" W 368.17' P4 N 10'45'16" W 224.01' P5 N 77'13'3q" E 12.25' PG 5 52'18'30" E 304.75' ACCESS ESI'11T DATA I - -C L D L V # z o v 7 t 1� 1 l 1 ACCESS ESN'T DATA LINE BEARING D15TANCE Al 5 46'00'5q" E 46.42' A2 S 80'53135" W 76.76' A3 5 70'22'35" K 48.71' A4 N 87'33'25" W 64.35' A5 5 02'26'35" W ILOB' I PAC,F AP17A MATA LINE BEARING DISTANCE L1 N 31'iq'47" E 5.00' L2 5 58'40`13" E 16.00' L3 5 31'19'47" W 10.001 L4 N 58'40'13' W 16.00, L5 • N 31'lq'47' E 10.0+7' SITE PLANT - TAYLORS GAP ROAD PROJECT J� F EKiIAN INC. 301q MONACAN TRAIL ROAD NORTH GARDEN, VIRGINIA TAY NAP: 875 PARCEL: 4 SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA DRAWN: C. Fillmare CHECKED: C. Fillmare DATE: Oq -03 -05 CCL Jo6U OB%01.00 SCALE I inch = 60 feet SHEET: 2 OF 2 LEGEND NEW FENCE - ■� •� EXIST. FENCE ' SETBACK — 4 EASEMENT LEASE — — PROPERTY LINE — EXIST. CONTOUR NEW CONTOUR TYP. BUILDING TYP. ROAD ME SCALE IN FEET Lh z 0 250 500 1000 1500 0 1n Cl af SITE NAME: TAYLOR'S GAP ROAD 950 cow" P10 sun 101 EKMAN PROPERTY ) `"� ) 6 M1- SITE NO. CV379E II a C c h i t e c t s FAY; {]63) 67I-M 3019 MONACAN TRAIL ROAD e n g i n e e r s NORTH GARDEN, VA 22959 AREA PLAN SCALE: 1" =500' 11x17 A -DA SCALE: 1' =250' 24x36 at &t 480, COX R0, S Z 300 GLEN ktfk VA 27050 2006' RADIUS FROM PROPOSED TOWER PROPOSED AT&T 75' BROWN METAL POLE (BASE OF TOWER HOT TO EXCEED 30"0 AND TOP NOT TO EXCEED 18-0) 1 -STORY BRICK BURRING EXISTING TELECOM FACILITY 1 -STORY FRAME DWELLING TRUE NORTH .40-An' op y CHRISTOPHER D.9 12 -15 -08 CUEM1 COMMENTS tOYCHK q Mol ;Iia 10-29 -08 FINAL ZONING No. 032�►9.84 gr 10-15-08 D PREL+uiNARY TONING REVIS*NS APP'0 ss DNS • .L� lc AL E: AS SHOWN OESICHEd $. gLIINN PRAWN GFAW " • ' BC ARCHITECTS ENGINEERS FALLS CHURCH, VA AREA PLAN Attachment A a rn v Co Co 0 I CO O } N x a rn v cv p R5 I N GENERAL NOTES: 1. MONOPOLE, GROUND EQUIPMENT, ICE BRIDGE, CABLES AND ANTEDINAS SHALL HE PAINTED SW16M JAVA BROWN. 2. MONOPOLE BASE DIAMETER SHALL BE NO WIDER THAN 30'. MONDPEE TOP DMETER SHALL BE NO MORE THAN 18'. 3. NO UGKTNWG ROD IS PROPOSER. 4. NO ADDITIONAL E7MIOR LIGHTING IS PROPOSED. 5. ALL VERTICAL CDAX& CABLES WILL BE RUN INSIDE OF THE MONOPOLE. 6- ALL CONSTRUCTION TRAFFIC SDLALL USE THE ENTRANCE OFF OF TAYLORS GAP ROAD (RTE 710), NOT US RTE 29. 7- NO PROPOSED GRADING. E)CCAVATIOH ONLY FOR PROPOSED CONCRETE PAD AT LEASE AREA 8- EXISTING SPECIMEN TREES TO RE11AN1 SHALL RECEIVE TREE PROTECTION BARRIERS AS INDICATED THROUDIOUT CONSTRUCTION - SEE ARBORISTS CONSERVATION PLAN R u -S Cl U T fL R q D ExwNG wATERUNE � + {160' RIGHT O-F- ~ NORTH 80iJND LANE t ly � Y 1 0 q ►'1 -A Ty j TAX MAP 878 -4 11 I f J& F EICAIAN INC 1 I I y (08. 866 PG. 747) 59. 1.33 5E' OR 1.3575 ACRES Y L l � f 6 4 L ZONED: RA PROPOSED AT&T f j USE.• RESIDENTI4L EQUIPMENT CABINETS ON R 1 ' CONC. P,46 INSIDE EDOSTING PERMANENT Il 4 I LEASE AREA - ; ►►ly C WATERLINE EASEMENT - f L REFERENCE TREE: PROPOSED ATAT 10' WIDE _ -- 1` ` GROUND ELEVATION ACCESS EASEMENT ` - L.�y�ys ` `' 1 _ r ` rit�"Y#`� -� X11 1, AT BASE - 744' �. - 4 4n►il L TREE TOP ELDAmN = B42' _ f - r 1 Ex. CURB ► y f 1 TREE MEW = S6' - _ .1. _ - - 1' VO 1 � s � I -L.�.-� ► r os as+* ��._ 1- r C7 (7 ` f „ 11 a t-17 9 1 tl I 1 V — I 1 PROPOSED ATBT 75' L s ►1 FR[�OST[�n l ly y MDNOPOEE ''��� ING TELECOM y EX. 25' ROW ESMi FACILITY - (De. 788 PG. 1281) r- „�.. —�►� 1 PORTION OF y 50' TOM RADVS _ _ � y r"r r - � ~ J ~ ~ TAX MAP 878 -6 ►' T MA CLCL OLM L. ' I -STGR1 FRAME ���' —*`J - �' JENNIFER MENTDRE l ,.� a D8. 2727 PG. 648 11 SPRDUSE OWFIITNG rr v Ext571F1c POWER PALE PARCEL 6 ► D8. 1776 PG 32 '� —p+ My■►� - �• - Q �� PEDESTAL PARCEL 602 PC. 23 l' 41 11 i - - PROPOSED AT&T U.G. CONDUITS: flQSTING OVERHEAD PROPOSED (1) 2 :J' RGS FOR POWER } y POWERLINE LOCATION (1) 2 )J' RGS FOR TEI-CO FROM 1 DUSTING POWER POLE TO ►�1 EQUIPMENT CABINET- COORDINATE 1 y W/ LmurY COMPANIES ►' l 1 ly 11 1 'L ly 11 1 SCALE IN FEET 1 4 SITE PLAN t 0 25 50 100 150 TRUE NORTH sckf: " =5a' 11x17 A -D SCALE' 1' =25' 24x36 -Hoc- 5659 OOLNIm PI!£, SIR 101 FADS 004K VA 22f.M1 -M Ta: (703) B]f�oo0 a r c h i[ e c t S FAX: f70s1 671 -MO e n g i n e e r s SITE NAME: TAYLOR'S GAP ROAD (EKMAN PROPERTY) SITE NO. CV379E 3019 MONACAH TRAIL ROAD NORTH GARDEN, VA 22959 at &t LOOM PLAZA I 4975 COX M 9M[ 300 MD4 NJ.EX VA 23M OF +Yv�a r CHRIS HER D.� 12 -15-08 CUEW COMMENTS Girlw BNQ Q MORIN 10 -29 -08 FKAL ZONING GMW emo allo. 032984 10 -15-00 PRELIMINARY ZONING CFIW BM4 BM I't js, 'P6 D3kT1 I RLMSIONS By CHK APP'D C �IQNAL E AS SHOWN DESIGNED B- QUINN DRAWN CMW - ... . 9C ARCHITECTS ENGINEERS FAILS CHURCH, VA SITE PLAN Attachment A LEGEND NEW FENCE - - • EXIST. FENCE - — - X - -- SETBACK — — EASEMENT LEASE — — PROPERTY LINE — — EXIST. CONTOUR -- - - NEW CONTOUR TYP. BUILDING TYP. ROAD GENERAL NOTES: 1. MONOPOLE, GROUND EQUIPMENT, ICE BRIDGE, CABLES AND ANTEDINAS SHALL HE PAINTED SW16M JAVA BROWN. 2. MONOPOLE BASE DIAMETER SHALL BE NO WIDER THAN 30'. MONDPEE TOP DMETER SHALL BE NO MORE THAN 18'. 3. NO UGKTNWG ROD IS PROPOSER. 4. NO ADDITIONAL E7MIOR LIGHTING IS PROPOSED. 5. ALL VERTICAL CDAX& CABLES WILL BE RUN INSIDE OF THE MONOPOLE. 6- ALL CONSTRUCTION TRAFFIC SDLALL USE THE ENTRANCE OFF OF TAYLORS GAP ROAD (RTE 710), NOT US RTE 29. 7- NO PROPOSED GRADING. E)CCAVATIOH ONLY FOR PROPOSED CONCRETE PAD AT LEASE AREA 8- EXISTING SPECIMEN TREES TO RE11AN1 SHALL RECEIVE TREE PROTECTION BARRIERS AS INDICATED THROUDIOUT CONSTRUCTION - SEE ARBORISTS CONSERVATION PLAN R u -S Cl U T fL R q D ExwNG wATERUNE � + {160' RIGHT O-F- ~ NORTH 80iJND LANE t ly � Y 1 0 q ►'1 -A Ty j TAX MAP 878 -4 11 I f J& F EICAIAN INC 1 I I y (08. 866 PG. 747) 59. 1.33 5E' OR 1.3575 ACRES Y L l � f 6 4 L ZONED: RA PROPOSED AT&T f j USE.• RESIDENTI4L EQUIPMENT CABINETS ON R 1 ' CONC. P,46 INSIDE EDOSTING PERMANENT Il 4 I LEASE AREA - ; ►►ly C WATERLINE EASEMENT - f L REFERENCE TREE: PROPOSED ATAT 10' WIDE _ -- 1` ` GROUND ELEVATION ACCESS EASEMENT ` - L.�y�ys ` `' 1 _ r ` rit�"Y#`� -� X11 1, AT BASE - 744' �. - 4 4n►il L TREE TOP ELDAmN = B42' _ f - r 1 Ex. CURB ► y f 1 TREE MEW = S6' - _ .1. _ - - 1' VO 1 � s � I -L.�.-� ► r os as+* ��._ 1- r C7 (7 ` f „ 11 a t-17 9 1 tl I 1 V — I 1 PROPOSED ATBT 75' L s ►1 FR[�OST[�n l ly y MDNOPOEE ''��� ING TELECOM y EX. 25' ROW ESMi FACILITY - (De. 788 PG. 1281) r- „�.. —�►� 1 PORTION OF y 50' TOM RADVS _ _ � y r"r r - � ~ J ~ ~ TAX MAP 878 -6 ►' T MA CLCL OLM L. ' I -STGR1 FRAME ���' —*`J - �' JENNIFER MENTDRE l ,.� a D8. 2727 PG. 648 11 SPRDUSE OWFIITNG rr v Ext571F1c POWER PALE PARCEL 6 ► D8. 1776 PG 32 '� —p+ My■►� - �• - Q �� PEDESTAL PARCEL 602 PC. 23 l' 41 11 i - - PROPOSED AT&T U.G. CONDUITS: flQSTING OVERHEAD PROPOSED (1) 2 :J' RGS FOR POWER } y POWERLINE LOCATION (1) 2 )J' RGS FOR TEI-CO FROM 1 DUSTING POWER POLE TO ►�1 EQUIPMENT CABINET- COORDINATE 1 y W/ LmurY COMPANIES ►' l 1 ly 11 1 'L ly 11 1 SCALE IN FEET 1 4 SITE PLAN t 0 25 50 100 150 TRUE NORTH sckf: " =5a' 11x17 A -D SCALE' 1' =25' 24x36 -Hoc- 5659 OOLNIm PI!£, SIR 101 FADS 004K VA 22f.M1 -M Ta: (703) B]f�oo0 a r c h i[ e c t S FAX: f70s1 671 -MO e n g i n e e r s SITE NAME: TAYLOR'S GAP ROAD (EKMAN PROPERTY) SITE NO. CV379E 3019 MONACAH TRAIL ROAD NORTH GARDEN, VA 22959 at &t LOOM PLAZA I 4975 COX M 9M[ 300 MD4 NJ.EX VA 23M OF +Yv�a r CHRIS HER D.� 12 -15-08 CUEW COMMENTS Girlw BNQ Q MORIN 10 -29 -08 FKAL ZONING GMW emo allo. 032984 10 -15-00 PRELIMINARY ZONING CFIW BM4 BM I't js, 'P6 D3kT1 I RLMSIONS By CHK APP'D C �IQNAL E AS SHOWN DESIGNED B- QUINN DRAWN CMW - ... . 9C ARCHITECTS ENGINEERS FAILS CHURCH, VA SITE PLAN Attachment A IPROPOSED AT &T 75' DROWN METAL MONOPOLE (18'1 MAX AT TOP AND 30'1 MAX AT WE) PROPOSED 10' ACCESS ' PROPOSED AC PANEL BOARD - ! AND UTILITY RACK LIGHTING N ON A 4' WIDE H -FRAME \REFERENCE TREE, � r GROUND ELEVATKN4 A1" ,BASE = 744' I[ I TRE:\TOP ELEVATION = 842' TREE HEIGHT = 98' - `. / SECTOR 3 ! ' 270 z r ! � � I o ! A I y ♦ I o f ! � h rl � � 1 1 I I f TREE DRTPUHE (TYP] II r TEMPORARr TREE � PROTECTION AT TREE IXIST�NG HOUSE ,, l ♦ v( f-:o. I � i I I 1 � _ ♦ ! ♦ C J `3 r 1 -STORY FRAME DWELLING r 118, T I _ l � a ` tea— TEMPORARY TREE PROTECTION FENCING a - — • — • - ACCESSAlli IY EASEMENT TRUE NORTH IF►CF A� SCALE IN FEET ----------- EXISRHC CONTOURS 00 COMPOUND PLAN 1 V1 P U SITE NAME: TAYLOR'S GAP ROAD (EKMAN PROPERTY) 0 scss cauIA9M W, gxlt 101 (I SITE ND. GV379E �v a r c h i t e c t s FAX: (7m) 571-w0 1 1 r L r 1 I 1 l r I I 1 r 1 v� II 1L_ Ir V r, I PROPOSED AT &T ANTENNAS , ♦ - - I FLUSH MOUNTED TO POLE PROPOSED PLANTINGS - ! �! ♦! ! -~ - EVERGREEN TREES [LEYLAND � \ EXISTING ASPHAL�� - CYPRESS TYP. OF 6) ♦ ACCESS ROAD ! ♦ - - _ EX 25' ROW ESMP _ - _ a I r - � _TREE IV PROPOSED AT &T EOUIPMENT _ - - J'fTECTK?H AT TREE' - - I CASIHETS`ON AN CONIC. PAD ■ �r - DRIPIINE (NP).- - 1 INSIDE 10'x1[1' LEASE ARE& I ■I - EXISTING TREE ( P.} ■ �I. - 1 FUNITS OF DISTURBANCE/ I _ p• I� SILT FENCE + l - EL 74525' d y1i V1 1 r / r , ! l � f� l 1 l 1 I I I TREE DRIPLINE (TYP) SECTOR 1 I / ■■ _ APPROXIMATE LOCA�M d r 4 EXISTING UNDERCROUND ■ cy 1 I Il WATER LINE I f r1 APPRODMATE LOCATK)N r o NG MMITORiNC WELL UGV OF EXIST UNDERGROUND r o / VAULT- ACCESS FLITCH TO BE U:i),1 TETfPFIONE LINE RAISED FLUSH WIM S G11= PROPOSED CONC IPAID / COOROINATF WITH VA DEPT � V OF ENVIRONMENTAL QUALITY PETROLEUM PROGRAM. ' - I � LIGTr'ui T- 1 1 L 1TGT�J d� 1 PROPOSED AT &T U.G. CIDI'MITS: G t II r I G I cr I I Grp I ' l �HU M2 ! GH[I ! �L ETON OF WHITE FLAGS !, IIiG UNKNOWN U.G. ♦ UTILITY (TYP. OF 2) IDf SPECIES HEIGHT CALIPER 1 WHITE OA]( 98' 35. 2 WFlITE OAIC 25' S' 3 WHITE UAiT 90' 36' 4 WHITE BIRCH 30' C TWIN s wFaTE OAK Bs' 34' 3019 MONACAN TRAIL ROAD �+ e n g i n e e r s NORTH GARDEN, VA 22959 TREE PROTECTION FENCE TYPE EST. OUANTITY PERMANENT 158' TEMPORARY 240' at &t LIBERTY PL4ZA 1 4801 COX R. surf 300 O-D 4LEN. VA 23060 (1) 2 }: FOR POWER (1) 2 )� FOR TELCO FRV1t EXISTING POLE TO E CABINET. COORDINATE `. W� UTi COMPANIES `Gr EXISTING TELECOM / Grp FACAITY r r ` r � r r r y 1. PROPOSED PLANTINGS SHALL BE EVERGREEN TREES: LEYIAMD CYPRESS (x Cupressogpads Ieylond i). 2. TREES SHALL BE MIN. 2' MIN HEIGHT' AT PLANTING. 3. TREES SHALL BE 5' MIN HEIGHT AT MATURITY. 47 o� 0 PROPOSED AT &T ANTENNAS GENERAL NdT£S: FLUSH MOUNTED TO POLE (TYP, OF 3) PAINTED BROWN 1, MONOPOLE. GROUND EQUIPMENT. ICE BRIDGE, TOP OF TOWER CABLES AND ANTENNAS SHALL DIV. 820.6' BE PAINTED SW16D90 LAVA ffim. 2. MONOPOLE BASE DIAMETER SHALL BE NO WIDER THAN W. MONOPLE TOP DIAMETER SHALL BE HO MORE THAN 18'. 3- NO UGHTHING RDD IS PROPOSED. 4. NO ADDITIONAL E7UERKOR LIGHTING IS PROPOSED. 5. ALL VERTICAL COAXIAL CABLES WILL BE RUN INSIDE OF THE MONOPOLE. 6, ALL CONSTRUCTION TRAFFIC SHAL1 USE THE ENTIIAAICE OFF OF TAYLORS GAP ROVED (RTE 710), NOT US RTE 29. 7. NO PROPOSED GRADING. EXCAVATION ONLY FOR PROPOSED CONCRETE PAD AT LEASE AREA 8, EXISTING SPECIMEN TREES TO REMAIN SHALL RECENE TREE PROTECTION BARRIERS AS TNOICATETI THROUGHOUT CONSTRUCTION - SEE ARNOPoSTS CONSERVATION PLAN PROPOSED AT &T 75' BROWN METAL MONOPDIf (18.6 MAX AT TOP AND 30'1 MAX Al BASE] COAX CABLES RUIN INSIDE MONOPOLE PROPOSED AT &T K EERIOGE (PAINTED BROWN) PROPOSED AT &T EQUIPMENT CABINETS ON AN CONC. PAD INSIDE 10'X16' LEASE AREA (PAINTED BROWN) GROUND ELEVATION SCALE IN FEET SCALE: 1' =10' ss- -15-08 CLIENT rnMUtxrs Ouw er'v o MORIN 10- -29 -08 FINAL ZONING � smO No. 032984 SO -15 -OS PRELIMINARY ZONING Gmw 8wQ BIk <L� DATE REMIONS er CHK APP'D E: AS SHORN DESIGNED F3. OUINN DRAWN Gmw 40 E0 B. ARCHITECTS ENGINEERS FALLS CHURCH, VA COMPOUND PLAN 8T' ELEVATION BG' Attachment A 0 0 r m M h IA e+] EQUIPMENT KEY NOTES: (1 PROPOSM 2106 RBS CABINET 2' —n- I I' —o- ry sr I � 8 r C h I C C L S M c n g i v e e r s CABINET LAYOUT � SCALE: NM A z SITE NAME: TAYLOR'S GAP ROAD SURE ,o, (EKMAN PROPERTY) " p"` VA Cr- -=63"00 — SITE N0. CV379E FAX: (703) Cr -UM 3019 MONACAN TRAIL ROAD NORTH GARDEN, VA 22959 at &t umm PUVA 1 4%1 CM Imo. SUff 300 Q a AuEK 'A 23M IDt SPECIES HEIGHT CAiM 1 WIRE OW 98' b. 2 WHRF (1w 25, 5' 3 WHRE OAK 90' 36' 4 WfM BIRCH 30' 6' TWIN 5 ME w 86' 34' TREE HEIGHT ELEVATION z SCALE: NTS A-2 TH Off+ Y order l BC ARCHITECTS ENGINEERS CHRIS PHER D.9 FALLS CHURM VA MORIN 10 -29 -oB FlNAL ZONIHC Gear 8:1O No. 032984 EQUIPMENT LAYOUT 10-15 —OB PRELIMINARY ZONING c"w BAIQ E3Ai DATE REV CNS BY CHK APP'0 t1^ IpNrIL E '�C Attachment A E: AS SPAYWN DESIGNED 9. QUINN oRianml GuW . • ... - - QQj{,_BU AND REINFQRCII& 2M NOTES NOTES: 1- ALL CONCRETE CONSTRUCTION SHALL FEET THE REQUIREMENTS Of THE AMERICAN CONCRETE INSTITUTE (ACI 1. EXCAVATE AS REWIRED TO REMOVE VEGETATION do TOPSOIL EXPOSE UNDISTURBED NATURAL 318 -06) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND (AG 301) STANDARD SPECIFCATION SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. FOR STRUCTURAL CONCRETE ALL CONCRETE WORN SHALL BE IN ACDDRDAHCE WITH THE ACI 301, ACI 318. 2, COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION itY A QUALIFIED ASTM A184 AND A51W A185 AND THE DEIGN AND CONTRLICTION SPECIFICATION FOR CAST IN PLACE CONCRETE COMPACTION TECHNICIAN OR ENGINEER N ACCEPTABLE 2- MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS WHEN TESTED IN 3. AS AN ALTERNITIVE TO INSPECTION AHD WRfFfEH CERTIFIG411DN, THE 11NOISTLIRBED SOIL' BASE ACCORDANCE WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM C 172. ASTM C31 AND ASTM C39 UNLESS OTHERWISE NOTED - SHALL BE COMPACTED WITH 'COMPACTION EQUIPMENT-, LESTED SQOW. TO AT OAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE - WELDING WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS OTHERWISE NOTED. 4- COMPACTED SUBWE SHALL BE UNIFORM & LEVELED. PROVIDE C MINIMUM CRUSIICD STONE OR SPLICES SFW1 BE CLASS 'B' AND ALL HOOKS SWILL BE STANDARD, UNLESS NOTED OTHERWISE_ GRAVEL COMPACTED IN 3' LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRASHED W TH 100% PASSING I' SIEVE 4. DETAILING SHALL BE IN ACCORDANCE WITH ACI DETAILING MANUAL (ACl SP- 66(04)). 5- AS AN ALTERNATIVE TO ITEMS 2 AM 3 PROOFROLL THE SUKRADE SIXES WITH 5 PASSES OF A 5. CWAMFFR ALL EXPOSED EDGES OF CONCRETE 3/4' IN ACCORDANCE WITH ACI 301 SECTION 4.22. UNLESS MEDIUM SIZED VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR OTHERWISE NOTED, HANO-DPERATED SINGLE DRUM VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). ANY SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL -CMED GRANULAR 6- RFINFDRCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED 1N POSITION, LOCATION OF FILL, AND COMPACTED AS STATED ABWE REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. CONCRETE COVER SHALL BE 3' MINIMUM. G9 —OH EQUIPMENT: 7. TOP OF FOUNDATION TO HAVE A BRUSH FINISH', KAM OPERATED Daum DRVW. VBRATORY Rail SR. AMiATDrrr PLATE CGMPACTOR OR auraPING JACK COMPACTOR. 8. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER. SCAL COMPACTION FOR SLAB 0 G 9, ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING OR SPILLS. 4- TACK LAYER OF 3/4' DA. CRUSHED STONE BASE ON - UNISTRUT PIPE CONDUIT CLAMP P1119 DR UNDISTURBED EARTH- FINAL GRADE 3 1 /2• P2558 -35 (GALV.) (TYPICAL} FOLLOW NANUF. SLOPE AWAY FROM CONCRETE, 00 POST -- -- RECOMMENDATIONS FOR BOLT TORQUE 3/4' CHAMFER IS-0, _Ll" : +AX UNLSTRUT PID01 (GALY) PIPE CAP (TYP} TI I I �I I ; k 3*0 SCH. 40 PIPE GALv ff+ll[rlr—l&ffl 0R 3'f RGS CONIXJff I I H- II —I� (GLEN) EXCAVATE AS REQUIRED TO 1 1 =1 I � � I 1 �I 1 1 I � 9 II 11— REMauE VEGETATION & TOP SOIL —1 i I I —i I i� l I� I DNISW P,onl (GALV) DMSE UNDISTURBED NATURAL I I I I � I� sus GRADE, LACE A MINIMUM of �� i IN 1 I 1 111 - UNISTRLJT P1001 PAL 4' GRAVEL GRAVEL SHALL PASS A I I �1 11 }� I (� I— I �I I] THE "UNDISTURBED SOIL' BASE I ONE INCH SIEVE I I I FINISHED GRADE SHALL BE COMPACTED WITH A NAND ° ROLLER, DOUBLE RUM. VI DRY SECTION I -1 EXISTING UNDISTURBED VIRGIN P � 10,0 PLAIN CONCRETE COMPACTOR OR JUMPING 4ACK i3.-D_ SOL OR LOMPALTED FKl PIER {2500 PSI] COMPACTOR TO AT LEAST 90% — — MODiFIED PROCTOR MAXIMUM DENSITY 2' -O` A_ PER ASTM D 1557 MEMO C. } C f� n METER AND DISCONNECT SWITCH MOUNTING RAC &A--3) IY 1 ■ a C, C o a P N I N C_ 3 v - o - - r rn n ri CONCRETE SLAB EQUIPMENT FOUNDATION DETAILS e TH Q SCALE N.T.S. A -3 o A pl 3 SITE NAME: TAYLOR'S GAP ROAD T FALLS ECTS ENGINEERS � z CHRISTOPHER b.� FALLS cxuRCw, va IX�CLi6YV PIS ,�, (EK MAN PROPERTY) 1 MORIN FALLS 1061 SITE N0. IrV�7�E at &t D 10- " °� Rpm ZONING GMW BMa Nn. 032904 FOUNDATION DETAILS do EQUIPMENT SPECS A" C�7 N a r c h i t e C T s rAli pw0 671 -6300 �RTy P� I A 10-15-D8 PREIJMft& Y ZONING GMW LIMO BRA +tii, t? . � r. 110 � it +601 OD1f rm, SURE ]a6 o e n g i n c e r s 3019 µONACAN TRAIL ROAD GLEN �3a6a NO. DATE RevlslaNS e� CHK APP'D sI�AL V, Attachment g A ttach m en f A NORTH GARDEN, VA 22959 SCALE AS SHOWN IDESIGNED 8, WNW DRAWN Wft } a ni a } 0 J 0 I 0 1 a NUMBER AND SIZE OF CONDUIT DETERMINED PER RF REPORT.— BURIED CONDUITS (ONLY WHERE REQUIRED) SEE DETAIL DUAL -HEAD HALOGE34 /0139RTt RBS 210673-106 DIMENSIONS ,,,,,� HEIGHT x WIDTH x DEPTH a ROW LIGHT - T INSTALLATION FRAME) (1616.5mm x 1300mm x 925mm) GBF 9250 (OPTIONAL CABLE 9.811 x 50.4*W x 271) BASE FRAME) I I ini ! l 4 2 4 f 1 18.411 x 50.9'w x 33.3'0 3/4' RC5 CONDUIT (TYP) gllRlEp COHDUR (ONLY (WEIGHT WITH 6 CELLS OF BATTERIES) WHERE REOUIRE[•O,�) FOR ORBS 3108 /0 INTERNAL BATTERIES. W/11':STALLATIGVN FRAME, BBL) 9500. AND 259] M (1191 kg) 6 17(A BATTERIES( 8 170A BATTMSO ANT. SHARING E •C. & T1 CABLE SEE DETAIL T 3• MIN. AC PANELDOARO — — — RBS 2106/3106 INTERSECT MODEL = SUPPORT COHD MA120061 -U -3R 11IT = —_ AND SWITCH BOX TO RACK MLR) j SWITCH do CFO IXITLET, [242mm) SA -1P WEATHERPRDDF DOOR P24' [MOUNTING HEG4T T}11CkNE5S— i ':: BETWEEN S -6' & 5' -0"j 6" INSTALLATION FRA61E FOOTPRINT (BOTTOM) GENERATOR RECEPTACLE AC PANELBOARD AND UTILITY RAC_ K LIGHTINQ�1 A -4 CABLE LADDER ------ Y -0- �I ERICSSON RBS 21116 AND _ SIEMENS BS -241 GABLE _ ROUTING. SUPPORT CABLE VERTICALLY MAXIMUM GABLE SPAN = 3' -0' -- OUTDOOR RADIO [ EOLLIPMENT CABINET - OR FOUNDATION (SACK) FIN. GRADE \ - FOR DbCSSON RBS 2106 ONLY: ROXTEC BLOCK PROVIDED WITH CABLE BASE (BY ERICSSON)- RUN JUMPERS THROUGH ROXTEC BLOCK INTO BASE THE ROXTEC BLOCK PROVIDES WATER SEAL FOR JUMPERS, ERICSSON RBS 210VNOKIA ULTRASITE� SIEMENS BS-241/OPTION 1 - ICE BRIDGE TO CABINET DIRECTLY 2 SCALINTS A-4 SITE NAME: TAYLOR'S CAP ROAD [Yxu" PI, Sun Tel (EKMAN PROPERTY) `Y6 MI- SITE NO. CV379E TLt: Tm''1 sal -soon a r c h i t e c t s FAX! (M3) 671-&W 3419 MONACAN TRAIL ROM e n g i n e e r s NORTH GARDEN, VA 22959 ERCSSON RBS 210673-106 DIMENSIONS CA13INET HEIGHT x WIDTH x DEPTH RDS (INCLUDING 63 5 /8-H x 51 3 /15-W x 36 3 /8-D INSTALLATION FRAME) (1616.5mm x 1300mm x 925mm) GBF 9250 (OPTIONAL CABLE 9.811 x 50.4*W x 271) BASE FRAME) (250mm x 1280mm x 695mm) SBU 9500 (W/ CIMTE DOOR EXCLUDING BATTERIF 18.411 x 50.9'w x 33.3'0 OPTIONAL CANAL BASE FRAME) (4H8mm x 1294mm x 846mm) ERICSSON RBS 2106 WEIGHT & FLOOR LOADING CABINET APPROk MAX. WEIGHT MY. FLOOR LOADING REIS 2106 (WITH 1235 LBS (566 kq) 1676 LOS (760 kg) INSTALLATION FRAME) MW WITHOUT BATTERES) (WEK;r1T WITH 6 CELLS OF BATTERIES) RBS 2166 (W/ G6F 925( 1296 LBS (588 kq) 1737 LES (788 kg) OPTIONAL CANAL BASE FRAME) (WEQfT W THM BATTERIES) (WEIGHT WITH 6 CELLS OF BATTERIES) •RBS 210fi W/0 INTERNAL 8ATTERES, ORBS 3108 /0 INTERNAL BATTERIES. W/11':STALLATIGVN FRAME, BBL) 9500. AND 259] M (1191 kg) 6 17(A BATTERIES( 8 170A BATTMSO •Md5 Z1 0b INiLmNL dk11LKq:j ARE ?Mh6M ➢ ■ " ADUNG THE WU 95DD AND EATliflli$- at &t ABERIY PIMA 1 4801 COX RD, SWIFE inn GLZN AiLEN, vA 23W RBS 2106/3106 N • 33 - 76• q3g N 3o 10-29-001 nNAL ZONING 50-15 -08 PREL) IMPY ZONING DATE I REMSx7N5 C: AS SHOWN IDMGNED 8- QUINN H 90r DOOR SWUNG 6 ACCEPTABLE WHEN SPACE IS LIMrrED- o AL>_ DIMET451DN5 TO BE RELD VERIFIED. ® RECDMMEINOED CABINET MOUNTING ANCHORS ARE HkLT1 KWIK BOLT 1 5/8' HOLE DIAMETER AT A MIN. 2,75' EMBED. - CONCRETE SLAB 28 17/32- 0 0 0 2 .a p- M �s 0 a ❑ 2 9/16' ( S5/16� 25 ]9/32- 45 9/32" 48 S/8 0 ERICSSON Res 3106 WEIGHT k FLOOR LOADING MINIMUM CLEARANCE CABINET APPROx- MAX. FLOOR 2' MAX. WEIGHT LOADING R13S 3106 (WTTH INSTALLATION FRAME) 1235 LEIS (560 kq) [YIEICHT WITHOUT BATTERIES) 1874 LBS (850 kg) (woGm WHET a CELLS OF BATTERIES) RBS 3106 (W/ GBF 9250: OPTIONAL 1296 LBS [588 k9] 1936 LBS (878 kg) CABLE BASE FRAME) (wEM WITHK)UT BATTERIES) (WEIGH' WFH a CELLS OF BATTERIES) ORBS 3108 /0 INTERNAL BATTERIES. W/INSTALLATION FRAME. MU 9500. AND 2593 LB5 (1191 kg) 8 170A BATTMSO #RBS 3106 INTERNAL BATTERIES ARE RDAOVEO WHEN ADDOAG THE BBU 9500 AND BATTERIES. ERICSSON ROS 2106/3106 MINIMUM CLEARANCES DiRECnON MINIMUM CLEARANCE CABINET FRONT 55' CABINET RENT 2' CABINET LEFT 0' (3' MIN, FOR 135 DOOR SWNG) CABINET RIGHT O' ABOVE THE CABINET - n (FRONT) - 47 5/$" 1 3/4' OPTIONAL CABLE BASE FRAME FA70TPRINF_(��Qyl NOTE: THE RBS 3106 CABINET IS THE SAAR AS THE GSM RBS 2106 - (REF. PRODUCT DESCRIPTKNN 22101 -FGC 101 749 Uen Rev A) CD.'P amw Ncww d 5 l�'AL ��� SDRAWN G -' - -- BC ARCHITECTS ENGINEERS FALLS CHURCH, VA EQUIPMENT SPECS Attachment A :: 11 RBS 2106 CABINET FRONT Rf CONNECTION BOX \ (COVER REMOVED) 1 -- - -AC CABLE FITTING -� �2 AWG TINNED SOLID COPPER EARTHING CABLE T G D ; INSTALLATION FRAME INSTALiAT*N FRAME r BASE FRAME 9250 AC CONNE BOX WALL TO INSTALLATION FRAME , TO BBU 9500 FRAME 3 TO BASE BASF FRAME 7 FRAME ' 9250 TO GND RING THROUGH CABLE 2 LEAD -IN BLOCK IN BBU 9500 2 AWG TINNED U SOLID COPPER 3 TO GROUND RING 0 er r 6 AWG STRANDED COPPER, GREEN INSULATION 4 Q •` EARTHING CABLE TO o _ . EARTHING BOLT N • C _ r 0 a N W SITE NAME: TAYLOR'S OAP ROAD Ul Ul C7 5m Omma M WE 161 (EKMAN PROPERTY) ° SITE NO. CV379E a r c h i v e e It s FAX' (763) 671 -M 3019 MONACAN TRAIL ROAD e n g i n e e r s NORTH GARDEN, VA 22959 I V UKU 'C' COMPRESSION CONNECTOR BURNDY YGHP2C6W6W OR APPROVED EQUAL - • TOOTHED PLATE CONNECTOR - CABLE LUG \ - NUT / STAR WASHER - 6 AWG STRANDED COPPER, GREEN INSULATION ERICCSON RBS 2106 w/ eau 9500 EARTHING CONNECTION I A -5 2 at &t6 7 0-29 -09 FINAL 20NIHC UOUM FLA& I A 10- 15--08 PRa)MINARY ZON;NG 4807 WX RX M 300 NO- DATE RfNS10N5 GLEN N E VA 23M SC"E: AS SHOWN DEWNED B. QUINN TH l CIiRIS PP BR D IC FRILLS CHLi ENGINEERS MORIN Olm Buz? No. 032984 EQUIPMENT SPECS GMW emo B + r?- v S BY CHK APFv tpNAL �� I3C Attachment A DRAWN GMW -..- n Y ai Q N N 0 N z 0 J Q uj af 0 I n rq __tKOf_GWMA_ 270' ETAS WTG- POO-05 MECHANICAL DOWNTILT BRACKET SECTOR A" M ANTENNA (".) i� ANTENNA MOUNTING �1 SCALE: NTS A -fi EMS WIG-1300 -I MECHAHIGAL 001 BRACKET - ANDREW PANEL CM. OF 3) MCROFL.ECT CIA KR PIN 81653 VR cwx V 17.7" r D070M V1 FRONT W y jUA�4N 2— MULTI —BAND PANEL DUAL POLARIZATION HALF —POWER BEAM WIDTH ADJUST. ELECTR. DOWNTILT x SCALE' N.T.S. A-6 PROPOSED BROWN METAL POLE NOTE: !CE BRIDGE COMPONENTS, COAX MILES, ANTENNAS, AND SUPPORTS TO BE PAINTED BROWN (%* WIN WILLIAMS 16090), FINAL CHOICE TO BE APPROIYED BY ALBENARLE MUM. HOT. NO MOM *LL EXTEND BEYOND 12' FROM THE FACE OF THE POLE ONE ANTENNA PER SECTOR TOWER MOUNTING 3 SCALE: NTS A_fi DRIP LINE SNOW PENCE BOARD FENCE FF. NCINC AND ARMORINC CORRECT METHODS OF TREE FENCING an 00 TRIANGULAR BOARD FENCE .aLC£ CORRECT TRUNK ARMORING TREE PROTECTION DETAILS �1 SCALE: NTS A -6 ' SITE NAME: TAYLOR'S GAP ROAD 2 CHI TOPPIMR 7 (EKMAN PROPERTY) 1 MORIN rALLS ssse c *110r A2 surf 10, �� � `() 671- -' SITE NO. CV379E o ,� -� FNAL xoFUtyG GrAw talAa TLL• (m3) s1, -600C No. 0329$4 a r C it i t e C t s FAX, (M) 51, -M L89M Pu A I A 10-- 15--08 PRELIMINARY ZONING Guw suo i2 (y. e n g i n e e r s 301 fdONACAN TRAIL ROAD a" �t Ow ND. DATE RENSaNS By CM AWD S41 E.14 NORTH GARDEN, VA 22959 SCALE- AS SHOWN I)MCNED B. OUINN DTLIWN GNW K ARCHITECTS ENGINEERS FALLS CHURCH, VA DETAILS SC Attachment A JM 742 740 7M 7M )31 72 726 ne 724 M 7M 716 )15 714 ,12 710 Pra am ra I \ I I M fn 7N 1- �' sauMedcro i IN10E n - vmxcv��•a nM - Mrc KN n -OM J I G I 6-00 5-m 4-00 32M 2-00 1 -W 0.0o Ia00 2+00 3i 4.00 6100 ;I SCALE IN FEET a 0 50 100 200 300 S SITE NAME: TAYLOR'S GAP ROAD FN+oour, ntaI -lnl (EKMAN PROPERTY) Ras 07[Mt N>ao-am s a Ml SITE N0. CV379E a[ c h i t e e t s rue fnu7 m-uoo 3019 MONACAN TRAIL ROAD i e n g i n e e r s NORTH GARDEN, VA 22959 MONACAN TRAIL ROAD SIGHT DISTANCE ANALYSIS PLAN % HORIZ SC P -100. 11X17 A-) HORIZ S :V-W'2406 3 y y z a`� 1 tz -to-as a12Hr couuwls ` ` o to-z+l -oe rNn zamxc A 10-1. PRE11yNR( zwMC 7m m1°�tti � mne no xo. aic Del Mtnl N 9atl SCHG AS CESG! 032984 LS- 0$ . JN 742 70 )M )M ]eV M2 JW nfi n6 n4 M 710 u' Impll 140em 714 712 710 Toe Toe 7a2 Ba00 T TRUE NORTH BC ARCHITECTS ENGINEM FALLS CHURCH, VA SIGHT DISTANCE ANALSIS CAttachment Imam 35 Imps W . 573 a a app2 `\ w w � I 32M 2-00 1 -W 0.0o Ia00 2+00 3i 4.00 6100 ;I SCALE IN FEET a 0 50 100 200 300 S SITE NAME: TAYLOR'S GAP ROAD FN+oour, ntaI -lnl (EKMAN PROPERTY) Ras 07[Mt N>ao-am s a Ml SITE N0. CV379E a[ c h i t e e t s rue fnu7 m-uoo 3019 MONACAN TRAIL ROAD i e n g i n e e r s NORTH GARDEN, VA 22959 MONACAN TRAIL ROAD SIGHT DISTANCE ANALYSIS PLAN % HORIZ SC P -100. 11X17 A-) HORIZ S :V-W'2406 3 y y z a`� 1 tz -to-as a12Hr couuwls ` ` o to-z+l -oe rNn zamxc A 10-1. PRE11yNR( zwMC 7m m1°�tti � mne no xo. aic Del Mtnl N 9atl SCHG AS CESG! 032984 LS- 0$ . JN 742 70 )M )M ]eV M2 JW nfi n6 n4 M 710 u' Impll 140em 714 712 710 Toe Toe 7a2 Ba00 T TRUE NORTH BC ARCHITECTS ENGINEM FALLS CHURCH, VA SIGHT DISTANCE ANALSIS CAttachment ON a M a 0 rJ 0 co 0 l N 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 o n 7 SCALE IN FEET 0 50 100 200 300 1— AR. YYl � TH R ----736 -- . _ I T..' M GAP ROAD Y \ 736- -- ti. y o , 3D7 5. {� 305 +5 748 I' CEMRLIHE 44 42 SITE NAME: TAYLOR'S GAP ROAD EKMANPROPERTY} 51TE NO. CV379E 3019 MONACAN TRAIL ROAD NORTH GARDEN, VA 22959 at &t May MA1A 1 COX RD, SPE 3W pm &LMA zM 40 36 34 30 2 1 ! 35 HEM CUENT COMMENTS Guw BUO Q o 10- -29 -oa FINAL ZONING OF OBJECT Buo A Vw = ' �'• - - - -- PREL1FAMW ZONING � a &+Iq 3.5 1E1GFff i ; nATF -- - -- ay ctrK AvP'D srau e: AS SHOWN DESIGNED B. DI INN DRAWN C7dw 28 26 24 22 20— 1s - 1s 14 12 10 - 08 06 04 02 — 744 742 740 738 736 734 732 730 728 726 724 722 720 718 716 714 712 710 708 706 704 702 4 -00 3-00 2-00 1-00 0 +00 1 +OG 2 +OD 3+00 4 +DO TAYLORS GAP ROAD SIGHT DISTANCE ANALYSIS PLAN HORI2 SCALE: 1' =100' 11x17 A -8 HCRI2 SCAL1✓1` =50' 2406 QF <ftft TRUE NORTH sXJe SLOE M FHAS fatuRd4 Wl Y2611 -26fi6 M: (70 671 -MM ;t r C h i t e C t s FAk (703) 611 -6]00 r n g i n e e r s SITE NAME: TAYLOR'S GAP ROAD EKMANPROPERTY} 51TE NO. CV379E 3019 MONACAN TRAIL ROAD NORTH GARDEN, VA 22959 at &t May MA1A 1 COX RD, SPE 3W pm &LMA zM CHRIST&H R A FRAUS CHURCH, VA MORIN SIGHT DISTANCE ANALSIS ND- 032984 D sr�►TAL �� � SC Attachment A 2 1 12 -15 -08 CUENT COMMENTS Guw BUO Q o 10- -29 -oa FINAL ZONING cuw Buo A 10 -15 -DB PREL1FAMW ZONING GMW &+Iq No• nATF REIASIONS ay ctrK AvP'D srau e: AS SHOWN DESIGNED B. DI INN DRAWN C7dw CONSTRUCTION OF A SILT FEMCE (WITHOUT WIDE SUPPOR7) 1- SET TIIE STAKES. k!. EXCAVATE A 4 -7C 4'• TRENCH UPSLOPE: ALONG THE UNE OF STAKES 6'ivlx- 3- STAPLE FILTER MATERIA1, TO STAKES AND EXTEND IT INTO THE TRENCH. FLUB' 4. BACKFILf_ AND COMPACT THE EXCAVATED San. 5 SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS DRA NAGEW I;I IN T ALLATIONTNT NOTE: ALL DETAILS ARE REFERENCED FROM THE NRGINIA ERDSIDN AND SEDIMENT CONTROL HANDBOOK, THRD EDITION. 1992 SEE DRAWINGS G -T AND G -2 FOR LOCATIONS OF EROSION AND SEDNMT CONTROL Sn;NMRAL PRACTICES SF SILT FENCE STD 3.05 -1 BC a r c h i[ e c [ s e n g i n e e r s CONSTR UC I -'ION OF A SILT T L,'N CL' (WITH WIRE SUPPORT) I- SET POSTS A90 EYCAVAII A CX4" 2. SIAPLI: WIIEk. V!!NVIFJG TO IHC POSTS. TRENCH LIMOPF ALONG THE LINE OF POSTS r::: SRI -.�" I f r f'L0� S ATTACH THE FILTER FASR'C 717 THE WIPE FENCE AND EXTEND IT INTO THE TRENCH J —Hsi � F•LO It E 114SiON OF FABRIC AND WIRE INTO THE TRENL14- FILTER FABRIC �II11� _ I WIRE � i SITE NAME: TAYLOR'S GAP ROAD saw clam M SLATE Lot (EKMAN PROPERTY) `X" ` 6 �,1 -' SfTE NO. GV379E 7EL• {7Qi] 67l -8000 FAX: {7" 671 -6700 3019 MONACAN TRAIL ROAD NORTH GARDEN, VA 22959 4 WKFILL AND COM ?ACT THE EXCAVATED SOIL. SF SUPER SILT FENCE STD 3.05 -2 EROSION & SEDIMENT CONTROL DETAILS SCALE' N -T -S- A--1D STONE CONSTRUCTION ENTRANCE EXISTING If= 1l= 1i- 11- 31�••• - - .:�: SIDE �! =S=`f9a iii =r Virn• ��.�,.,; ,. a•e•,�i' �+� PAVERENT tip.. ■��J.:' }. .�L:� ti TO SZDIMINT IAUST EXTEND FULL *107H OF G PLAN VIEW OPEFIAnOH IS MIN. MIN FILTER CLOT, SECTION �...- ■ :mss .,, ,,,� fir. ■ �� ... DRAIN SECTION w 2 "� Mt &t T Q 10-29 -013 FINAL ZONING UMM PLAU I A 10 -15 -08 PREUMINARY ZONING 00(A.Di = I M VA 2M NO. DATE REvISIQAtS SCAT -E! AS SHOWN DESIGNED D. QUINN CE CONSTRUCTION ENTRANCE STD 3.02 -1 DRAWN GMW TH[ op- ,A/ y L BC ARCHITECTS ENGINEERS RISTOPHER .W- FALLS CHURCH, VA MORIN No. ❑32984 EROSION & SEDIMENT CONTROL DETAILS j2•is.0� `rfoNAL ESC°' gG' Attachment A 0 IF 0 1. NO DISTURBED AREA WILL HE DENUDED FOR MORE THAN 7 CkMOAR DAYS UNLESS IT IS AN ACTIVE WORK AREA OR OTHERWISE AUTHORIZED BY THE DIRECTOR OR HIS AGENT. 2, ALL EROSION AND SEDIMENT CONTROL MEASURES SKILL BE PLACED PRIOR TO OR AS THE FIRST STEP N GRADING. 3. ELECTRIC POWER, TELEPHONE, CABLE T -Y, AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SIDED AND MULCHED WTTHIN FIVF DAYS AFTER BArKFILI.. 4. AIL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED AND SEEDED WITH TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING, STRAW OR HAY MULCH IS REQUIRED. 5. ANY DISTURBED AREA NOT PAYED, SODDED OR BUILT UPON BY NOVEMBER IST OR DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR STRAW AT TAE RATE OF TWO TONS PER ACRE AND OVER — SEEDED BY APRIL 15TH. L AT THE COMPLETION OF ANY PROJECT CONSTRUCTION ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS SHALL BE STAlUZED. COUNTY INSPECTOR TO APPROVE REMOVAL OF ALL TEMPORARY SILTATION MEASURES. 7, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625 02 00. 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DARING LAND DISTURBING ACTIVIVES AND DURING SITE DEVELOPMENT UNAL FINAL STABILIZATION IS ACHIEVED. 9, THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE ENVIRONMENTAL ENGIHEMNG DEPARTMENT. 10- PO MIWENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY P09111014 OF THE SITE, TEMPORARY SOIL STAWZATKON SHALL 13E APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT WAY NOT BE AT FINAL GRADE BUT WILL REMWN DORMANT FOR LONGER THAN 30 DAYS, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR- NDIE. 1, GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SILTATION CONTROLS AS DEEMED NECESSARY DURING CONSTRUCTION TD MAINTAIN PROPER SEDIMENT CONTROL 2. ALL EXISTING UNDERGROUND AND ABOVE GROUND UT1LMES TO BE RELOCATED AS NECESSARY TO ACCOMODATE THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL UTILTTY COMPANIES PRIOR TO CONSTRUCTIDN. EROSION AND SEDIMENT CONTROL NARRATIVE (CC2 T{M71_QN =ENCE) : 1- OWNER TO GIVE THE COUNTY INSPECTOR 48 HOURS NOTIFICATION TO SOIEDULF AN ON —SITE PRE — CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED RESPONSIBLE LAID DISTURBER (CRID) MUST ATTEND THE PRE — CONSTRUCTION MEETING, 2. AT THE TIME OF THE PRE -OO ORIXIM MEETING. TWO STANDARD SIGNS SHALL BE INSTATED ON EACH SIDE OF THE CONaTRUCT10H ACCESS- THESE SIGNS SHOULD STATE EITHER "CONSTRUCTION ENTRANCE AHEAD* OR 'TRUCKS ENTERING HIGNWAY- 3. INSTALL CONSTRUCTION ENTRANCE. 4, INSTALL SU FENCES IN THEIR LOCATIONS AS SHOWN ON PLAW S. CLEAR SITE. 6. ROAD CONSTRUCTION. 7. CONSTRUCT TOWER & EQUIPMENT WITHIN FENCED CDMPOUND. 8. PERMANENTLY STABILIZE DISTURBED AREAS PER VIRGINIA EROSION AND SEDIMENT COKW STANDARD AND SPEC, 3.32, 9, REMOVE E&S CONTROLS WITH THE SITE INSPECTORS PERMISSION, VEGETATIVE BUFFERS: A VEGETATIVE BUFFER WILL BE PRESERVED AROUND ALL PARTS OF THE PERIMETER OF THE SITE THROUGHOUT THE WORK. EliW OTSPERSIOW STORM WATER SHEET FLOWS ACROSS THE SITE FROM NORTH TO SOUTH. SITE SiNSITMrfTY• ALL THE SILT FENCES SHOULD PREVENT SILT FROM ENTERING ANY DOWNSTREAM STORM SEWER SYSTEM. THERE IS NO PROPOSED SOIL STOCKPILING OR BORROWING. MIAINTENANCE: L THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PUMOICALL.Y AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, THE FOLLOWING ITEMS WILL BE CHECKED, IN PARTICULAR: 2. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC- SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACRES HALF WAY TO THE TOP OF THE BARRIER. 3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MWARED. AREAS SHOULD BE FERTILIZED AND RE— SEEDED AS NEEDED. 4- CONTRACTOR IS RESPONSIBLE FOR MAINTAINIG ESC CONTROLS DURING CONSTRUCTION. S. ktSPECTION TO HE CONDUCTED SHALL BE PER NELSON COUNTY STANDARDS AND REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS. 6. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE PER WEEK. SEDIMENT %ARIL BE REMOVED AFTER T BECOMES 1/3 HEIGHT OF SILT FENCE. T ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROLS WILL W CONSTRUCTED ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HAN0600K, 3RO ED. 1992, THE PROPOSED LAND DISTURBING ACTIVITY IS LOCATED APPRO)ONATELY 270' WEST OF RT 29, NEAR AMHERST, VA THE PROJECT WALL INCLUDE A DISTURBED AREA OF 2,466.92 SF: THE DEVELOPED STE CONSISTS OF A METAL TOWER & A 120 SF CONCRETE EOUIPMENT PAD WITHIN A 10'X16' LEASE AREA. ACCESS TO THE LEASE AREA FROM TAYLORS GAP ROAD (ROUTE 710) 6 THROUGH THE EXISTING PAVED RETAIL PARKING TO AN EXISTING GRAVEL ACCESS ROAD. AN ADDITIONAL 25' GRAM SPUR IS PROPOSED FROM THE EXSTING ACCESS ROAD TO THE PROPOSED TDW10R COMPOUND. THERE ARE NO KNOWN CRITICAL AREAS. THERE ARE AN EXSTING 1 STORY BRICK BUILDING AND AN EXDSIING 1 STORY FRAME BUILDING ON ff PARENT PARCEL THE PARENT PARCEL IS PARTLY WOODED. ESC ML&WU—STRVCTURk STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE AND STONE CONSTRUCTION ENTRANCE 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. VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF AL GRASS 1. CONSTRUCTION WILL BE SEOUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. TEMPORARY SEEDING 0R OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. SEE VA E&SC WWDBOOK 3 -31 -B FOR SEEDING SPECIFICATION (BELOW) 3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC PRACTICES AND SHALL BE A 'RESPONSIBLE LAND DISRIRBER' WITH A CERTIFICATE FROM THE VA DEPT OF CONSERVATION AND RECREATION, 5- AFTER ACHIEVING ADE"TE STABILIZATION THE TEMPORARY ESC MEASURE WILL BE CLEANED UP AND REMOVED. ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR- ALL AREAS DISTURBED BY CONSTRUCTION SFUILL BE STA&M WITH PERMIAIEW 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 HANDB"- EROSION CONTROL BLANKETS WU BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SFFDFf1 TO PROTECT THE SLOPES PROPERLY. MULCH ( STAR OR FIBER ) WILL BE USEDON iRELATNELY FLAT AREAS IN ALL SEEDING OPERATIONS, SEED FERTLl2ER AND LIME WILL BE APPLIED PRIOR TO MULCHING. —APPLY LIME AT TWO (2) TONS/ AC OF OVERSIZED AGRICULTURAL GRADE LIMESTONE. —APPLY FERTILIZER AT 3000 LEIS/ AC, 10 -20-10 OR EOIAVALENT NUTRiENT(23 LBS./IMO SF) —APPLY SEEDING AT 2000LBS/ ACRE $LRMWA1ER MANAGEMENT THERE ARE NO PROPOSED) STDRMWATER M[."EMENT STRUCTURES. TABLE 33zD SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs Per Acre Rum Care La %,t - Commercial or Residential 175.200 lb& - Kentucky 31 or Tutf•Type Tall Fescue 95 -100% - Improved Perennial Rycgrass D5% Kentucky Bluegrass 0.5% High- Masrsienance Lawn 2LXD 250 1hs- . Kentucky 31 or Turf -Type Tall Fesme Ls'tsnera3 Slom [3:I less] 100% eu - Kentucky 31 Fescue 128 163. - Red Top Grass 2 Ibs- Seasonal Nurse Crop • 20,1x. Ta -_Mai Lenin Siottc iSfeeger than 3:11 15016s- Kentucky 31 Fesa3e 1081bs. Red Top Grass 2 lbs. - Seasonal Nunse Crop' 20 tin Crownvetch 22 lbs ISO lbs. ' Usc seasonal nurse trop in accordance with seeding dates as staled below: February 164h through April . - - - - - - - - • ......... _ .. Annual Rye May 13t through August 15th . . ......... . ........ _ Foctail Millet August 161h through October ...................... Annual Rye Nuvember through February ISth ................... Winter Rye " Substitute Scrieca lespedera for Crrn etch east of Farmville. Va_ (May Through September use hulled Seritea all other periods, use unhulled Wcea), If Flalpea is used in lieu of Crownvelch, increase race to 301bs./acre. All legume Teed must be property inoculated. Weeping Lwegrass may be added to arty slope OF IOv.•- maimcnancc mix during warmer seeding periods; add 10.20 Iba./acrc in mixes. TABLE 331 -B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK KEFERENC$ FOR ALL REGIONS' Rate Planting Dales �Rzj fibs./acrel Sept_ 1 • Feb. 15 50/50 Mix of Annual Ryegrass (L olium multi- Dorum) & 50 - ltkl Cereal (Winter) Rye (Sege car AW Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi- Rorum) May 1 - Aug 31 German Millet 50 (Setaria italica] `1'1i QA R SITE NAME: TAYLOR'S GAP ROAD 2 CH i oPa n �LJ SM9 ALA PK, Sun 10" (EKMAN PROPERTY) 1 MORIN FAIU EL. ( I � 22d„- SITE NO. CV379E at &t ,�- 29 -D>i FINAL 20NIM1(i LE11Y a TEL: [ra1) 611 -6000 No. 032984 a r c h 1 L e C L 5 FAX- (703) 671-M L1�T p� I A 10 -15 -06 PREilMINAW ZONING BM4 il + �f Z, �S j 3x19 MONACAN TRAIL ROAD ant �'„A� IRO. DATE REVIS&MS CHK APP D S AL E�G� e n g i n e e r s NORTH GARDEN, VA 22959 s- c. tis SHOWN DMONED e. WNW DRAWN GMW BC ARCH[TECTS ENGINEERS FALLS CHURCH, VA ! EROSION & SEDIMENT CONTROL NOTES I3[ Attachment O - is 'sj' �y A .� r'� 4 �� •1. Oa uvai tia�� � NbJ.b NOW w+•. pet � - � 6Z( Oa lltlal NtlJtlNOW Vt El K 8', 8L8 •,; � EE -L8 e.4v�wmmwwwwgsy ja� �p - a ,, �. ar�•��'1 L "YF7�7 �,.iq'd , � 1L �4��1 *�' ' a 9 is 1 tp IN .rt D' ice` , •�" t1'wi �}�� ' �Ip' --rr ,a NMI - ■ r7"'fl W. - IF r {� �s ad CL 7 I Y I u N �o N I I U ^0 W C W U � Q -i U J� Y Rd vo l7)'OH ul O C 7 O [P Ca�c \r U7 UJP4wj At N � c� m c O 4� G .O oxi c 0 Attachment 1) 7 I I �o N I I C W V A C O L I I I I I I � oI m G � I v o 7 0 c 06 0 as C u CO T c c N{ Iolad m m r, c V C `yO �O l7)'OH ul O C 7 O [P Ca�c \r U7 UJP4wj At N � c� m c O 4� G .O oxi c 0 Attachment 1) I, t' n r �U J J 4 Z 3 +� m Y Ul Z O 0 C] 0 Z E o W a2>urx ro � u - N N yM Z r � Attachment D Attachment D P ,s7 +i W X11 ays D"odold dui Wwo4S ' O N 111 n s N O o x3 ]sea aye uoq Mar 696CZ VA 'uaP1e6 L4J( PunO9 uUOt4 11811 ue3euc" L L AWC7M13N geil ua3eww R Cleo SAO kel 4.113ed uo,geoiunwwoo ssalal r� uogeullOtul udelbaaoyd 6L£ AD aweN a ,w. +— , - - . . _ !:)NlO -1In8 -�rt- it R al • n I ti a 3 oo LF oo COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 December 19, 2008 Valerie Long CIO Williams Mullen 321 E. Main St. #1400 Charlottesville, VA 22902 RE: ARB2008 -00158 Ekman (AT&T) Tax Map 87B, Parcel 4 Dear Ms. Long, The Albemarle County Architectural Review Board reviewed the above noted item at its meeting on Monday, December 15, 2008. The Board, by a vote of 4:0, approved the request, pending staff administrative approval of the following conditions: 1. Revise all applicable application drawings to include notes indicating that the monopole, ground equipment, ice bridge, cables, and antennas will be painted SW #6090 Java Brown. Revise the applicable drawings to indicate the proposed diameter of the monopole at the top and base. The base shall be no wider than 30" and the top no wider than 18 ". If a lighting rod is proposed, the applicable drawings should be revised to show its location and dimensions. If one is not proposed, the applicable drawing should be revised to indicate that none is proposed. 2. Install seven (7) Virginia Red Cedars in 2 rows staggered, 12' on center, 5' — 8' tall at planting in the location of the currently proposed plantings. 3. Revise all applicable drawings to accurately show the existing drip line of all five (5) existing trees inventoried and to indicate if site grading is proposed. If none proposed, provide a note on the drawing indicating that no site grading beyond the concrete pad is to occur. Relocate the proposed tree protection as close as possible to the perimeter of the tree canopy it is to protect. Provide written verification from a certified arborist that all proposed grading and the grading and/or digging required to install the concrete pad, monopole, and underground power and telephone lines will not be detrimental to the health of the trees that are to remain. Include any additional recommendations from the arborist for maintaining the health of the trees on the drawings. Provide a tree conservation plan with measures limiting impacts on existing trees to remain. 4. If no additional exterior lighting is proposed, add a note to the applicable drawing indicating that no additional exterior lighting is proposed. If additional exterior lighting is proposed, revise the drawing to show the location, with the following note added to the drawing: The proposed light fixture will be shielded in accordance with Albemarle County requirements and operated by motion sensor. All proposed lighting is for Please provide: 1. Two full sets of revised drawings addressing each of these conditions. Include updated ARB revision dates on each drawing and an ARB approval signature panel. 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. Attachment r If you have any questions, please do not hesitate to contact me. Sincerely, Brent Nelson Landscape Planner Cc: AT &T 4801 Cox Road Glen Allen, Va 23060 BC Architects 5659 Columbia Pike Falls Church, Va 22041 J & F Ekman Inc 3019 Monacan Trail Rd North Garden Va 22959 Megan Yaniglos, Senior Planner File Attachment E OPEN SPACE CONCEPT MAII I 4 I W9 Del' LPA LND MAJOR All It NI kl\ 1 112\11 %"IIS 11,1) Itl$tj tiI' 1111 t I I Vt R %1 11 % mom '11111W R, iffitjllvv "m 0-,, VA 14—A ,,I 1'1111mv S%-omv Mgh%%ay.: 1 4ello-al (-'OtrMhwc AR4, VS! A(fachinwit F