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HomeMy WebLinkAboutSDP200700034 Staff Report 2007-06-05ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP2007 -034 Old Lynchburg Staff: Megan Yaniglos Road- Tier II Tower Planning Commission Public Hearing:Board of Supervisors Hearing: June 5, 2007 N/A Owners: Woodland of Charlottesville, LLC Applicant: Alltel Communications of Virginia Acreage: 24.078 Rezone from: Not applicable Lease Area: 625 square feet (0.014 Acres))Special Use Permit for: Not applicable TMP: Tax Map 76, Parcel 46C By -right use: R15, Residential and EC, Location: South of Interstate Route 64 on the Entrance Corridor Zoning east side of Sunset Avenue Ext. [Route 781] Magisterial District: Scottsville Proffers /Conditions: No Requested # of Dwelling Units /Lots: N/A DA - X RA - Proposal: Attach three (3) flush Comp. Plan Designation: Urban Density in mounted panel antennas to an existing Urban Area 5. Virginia Power transmission power tower. The proposed facility consists of attaching the antennas at the 105 foot level on an existing 112.2 foot tall tower and placing equipment cabinets, painted brown, in the existing ROW near the base of the existing tower. Character of Property: Undeveloped Use of Surrounding Properties: Single - wooded parcel adjacent to the Interstate 64 family and Multi - Family Residential right of way. Factors Favorable:Factors Unfavorable: 1. The antennas are being proposed on an 1. No significant, unfavorable visual or existing Virginia Power tower.environmental impacts. 2. The lease area for the ground equipment and monopole is not located on critical slopes or other significant features identified in the Open Space Plan. RECOMMENDATION Staff recommends approval of this proposal. STAFF CONTACT: Megan Yaniglos- Planner PLANNING COMMISSION: June 5, 2007 AGENDA TITLE: SDP - 2007 -034 Old Lynchburg Road- Tier II Tower PROPERTY OWNER: Woodlands of Charlottesville LLC APPLICANT Alltel Communications of Virginia PROPOSAL: Proposal for a Tier II facility to attach three (3) flush mounted panel antennas to an existing Virginia Power transmission power tower. The proposal consists of attaching the antennas at the 105 foot level on an existing 112.2 foot tall tower and placing equipment cabinets, painted brown, in the existing power line easement near the base of the existing tower. The lease area for the proposed facility is located on property described as Tax Map 76, Parcel 46C, which contains 24.078 acres and is zoned R -15, Residential. The site is located south of Interstate Route 64 on the east side of Sunset Avenue Ext. [Route 781 ] in the Scottsville Magisterial District. This application has been submitted in accordance with Section 10.2.1(22) of the Zoning Ordinance, which allows for Tier II wireless facilities by right in the Rural Areas. COMPREHENSIVE PLAN: The Comprehensive Plan designates this property as Urban Density in Urban Area 5. CHARACTER OF THE AREA: The site of this proposed facility is a lightly wooded area located immediately adjacent to the right of way for Interstate 64 (Attachment B). Access to the facility would be provided from Sunset Avenue (State Route 781), and then onto a twenty (20) foot ingress /egress easement beginning on the proposed facility property. The area proposed for the ingress /egress easement off of Sunset Avenue, is open and maintained as a cleared right of way. PLANNING AND ZONING HISTORY: None STAFF COMMENT: Section 3.1 provides the following definitions that are relevant to this proposal: Tier 11 personal ivireless service facility: A personal wireless service facility that is a treetop facility not located within an avoidance area. 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 2 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 II facilities" states: Each Tier 11 facility may be established upon commission approval of an application satisfying the requirements of subsection 5.1.40(a) and demonstrating that the facility will be installed and operated in compliance with all applicable provisions of this chapter, criteria (1) through (8) below, and satisfying all conditions of the architectural revievt 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) (Attachment A). An Architectural Review Board application was received for this submittal. Staff worked with the applicant to address issues regarding landscaping, materials and colors. Revised drawings resolving the issues were received. With those revisions, it was determined that the proposed modification did not constitute a substantial change in design. Consequently, further review by the ARB was not required per Section 30.6.6.3.a.6. 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 does not rely on any 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 shall be sited to so that it is not visible f om any resources specifically identified for protection in the deed of easement. The proposed facility will be attached to an existing structure which is visible from adjacent parcels and streets (Attachment Q. However, the proposal includes vegetative screening around the proposed concrete pad that contains the equipment cabinets. This vegetation along with the existing vegetation will minimize the visibility of the concrete pad and equipment from the adjacent parcels and the entrance corridor. 3 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 Composite Map for Urban Areas 4 and 5 (Attachment D). In addition, the installation of the concrete equipment pad within the 625 square foot lease area will not require the removal of any existing trees, according to the applicant. Therefore, staff believes there is no significant loss of resources related to the installation of the antennas and associated equipment. 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 existing pole is visible from Interstate 64, as well as adjacent properties. However, the proposed equipment cabinet will be screened from 1 -64 and adjacent parcels with proposed and existing vegetation. Section 5.1.40(d)(4): The facility shall not be located so that it and three (3) or more existing or approved personal wireless service facilities would be within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200), feet. There are no other existing personal wireless service facilities within a two hundred (200) foot radius. 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. A monopole is not proposed with this submittal. 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 rip 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 of supervisors as provided in subsection 5.1.40(d) (12). A monopole is not proposed with this submittal. 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 in monopole, provided that the ground equipment and the concrete pad need not be ofsuch a color if they are enclosed within or behind an approved structure, fa(ade 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 ofyear from ally other parcel or a public or private street. The proposed color for the support cabinets is a brown paint that has been used previously in Albemarle County. A note on the construction plans identifies the proposed flat dark brown color of the ground equipment for this facility as Adirondak - Number SW2020, manufactured by Sherwin Williams. The antennae and cables will be painted to match the existing pole. Section 5.1.40(d)(8): Each wood monopole shall be constructed so that all cables, wiring and similar attachments that run verticallv_fr-om 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 monopole is not proposed with this submittal. Section 704(a)(7)(b)(1)(II) of The Telecommunications Act of 1996 The regulation of *the placement, construction and modification ofpersonal wireless facilities by any state or local government or instrumentality thereofshall not prohibit or have the effect ofprohibiting 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. No additional information has been provided to demonstrate the availability, or lack thereof, of any other alternative sites on other properties to serve the areas that would be covered by the proposed facility at the current site. Therefore, it is staffs opinion that the denial of this application would not have the effect of prohibiting the provision of personal wireless communication services. SUMMARY: Based on the design of the proposed facility and that the antennae will be placed on an existing tower, staff has identified no significant, unfavorable visual or environmental impacts that would result from the approval of this request as currently proposed. Therefore, staff recommends approval of this request as proposed. In the event that the Planning Commission chooses to deny this application staff offers the following comment: 5 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. Site Photographs D. Composite Map from Open Space Plan 6 Attachment A FAA "2 —C" ACCURACY STATEMENT THIS SURVEY EXCEEDS THE ACCURACY REQUIRED BY THE FAA FOR "2 -C" ACCURACY TOLERANCES OF 50 FEET± HORIZONTAL AND 20 FEET± VERTICAL. CENTERLINE OF EXISTING TOWER LATITUDE = 38'00'43.7" (NAD 83) LONGITUDE = 78'31'34.1" (NAD 83) GROUND ELEVATION = 508.6' (NAVD 88) SITE INFORMATION DIRECTIONS TO SITE: FROM 1 -64 NEAR CHARLOTTESVILLE TAKE THE 5TH STREET EXIT 120) SOUTH 1 MILE TO RIGHT ON RT 781 SUNSET AVE). FOLLOW RT 781 TO VIRGINIA POWER TOWER ON RIGHT BEFORE CROSSING UNDER 1 -64. PHYSICAL ADDRESS: 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA 911 ADDRESS: NOT YET ASSIGNED NEARBY PHONE #: TBD PROPOSED LEASE AREA:625 S.F. (.014 Ax.) DISTURBED AREA: 3,540 S.F. (.081 Ax). PROJECT DIRECTORY OWNER: WOODLANDS OF CHARLOTTESVILLE, LLC. 126 BRIARCLIFF ROAD SUITE 9 ATHENS, GA 30606 434 - 951 -5700 APPLICANT: ALLTEL LESLIE NEELY 10005 MONROE ROAD MATTHEWS, NC 28105 704) 849 -1785 ENGINEER: TIMMONS GROUP BRIAN CRUTCHFIELD 4260 CROSSINGS BLVD. SUITE 1 PRINCE GEORGE, VA. 23875 804) 541 -6611 POWER: VIRGINIA POWER CUSTOMER SERVICE 888) 667 -3000 TELCO: SPRINT 434) 977 -0550 ILDING OFFICIAL: JAY SCHLOTHAUER 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 -4596 434) 296 -5832 f!w I It I TM PROJECT NAME: OLD LYNCHBURG ROAD SITE WOODLANDS OF CHARLOTTESVILLE, LLC PROPERTY) ALLTEL PROJECT #: 47 Q• P \ E \ qps ACOST W z? acks Via p• h IIgHiaao I 6S 1j p III EN OA 4AViIis 80 ti' cyooMANSF7 Exit -120 E) 'VR MA MlUttt p Sl ^ i J 9 ins Map 27 0 F ° ap 36 631 p 4CECpACH o0 0$ o` lA cam80 0 \1 =• 631 _ o s •` mss //y ° s Gy Q oQ z5 m V • JP MIL TCxCRY k VICINITY MAP 1" =2000' COPYRIGHT ADC THE MAP PEOPLE PERMITTED USE N0, 20393659 SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA DATE: FEBRUARY 9, 2007 TAX PARCEL #:076000000046C0 SIGNATURES REVISIONS APPLICANT / ALLTEL: DATE SHEET NUMBERS BY CONSTRUCTION MANAGER: 3 -23 -07 C4, C7 & Ll BVC 5 24 -07 T1, C3, C7 -L1 BVC LESSOR: DATE: DATE: DATE: ie. lite[ TM ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PROJECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 CO- LOCATION SHEET INDEX NO. TIMMONS GROUP Ti COVER SHEET C1 LOCATION MAP C2 SURVEY C3 SITE LAYOUT C4 GRADING & EROSION CONTROL PLAN C5 EROSION CONTROL NOTES & DETAILS C6 GENERAL NOTES & DETAILS C7 TOWER ELEVATION & DETAILS L1 LANDSCAPE PLAN SO1 PLATFORM DETAILS RESPONSIBLE LAND DISTURBER DESIGNATION THE PERSON IDENTIFIED BELOW IS DESIGNATED AS THE RESPONSIBLE LAND DISTURBER WHO WILL BE IN CHARGE OF AND RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY ASSOCIATED WITH THIS PROJECT. THE PERSON MEETS THE APPLICABLE REOUIR£MENTS OF VIRGINIA CODE SECTION 10.1 -553 AND 10.1 -566 BY VIRTUE OF THE FOLLOWING: RESPONSIBLE LAND DISTURBER CERTIFICATE OCR CERTIFICATION FOR COMBINED ADMINISTRATOR, ADMINISTRATOR, PLAN RENEWER, INSPECTOR, OR CONTRACTJR WRC1VIA PROFESSIONAL ENGINEER, LAND SURVEYOR. LANDSCAPE ARCHITECT, OR ARCHITECT RESPONSIBLE LAND 01 R N * 71NAME (SIGNATURE)NAME (PR /NT)' BRIAN V. CRU CD CERTIFICATION /REGIS IRA TION NUMBER: COMPANY.: TIMMONS GROUP MAILING ADDRESS. 4260 CROSSINGS BLVD., SUITE 1 PRINCE GEORGE, vA 2J875 TELEPHONE. (604) 541 -5611 EMAIL: brion.cnufchlieId&6mmon5.com THIS DESIGNATION MAY ONLY BE CHANGED BY A PLAN COVER SHEET REVISION THAT MUST BE SUBMITTED TO THE COUNTY FOR VERIFICA 71ON AND APPROVAL. COVER SHEET Z,TH 0 I BRIAN V. CRUTCH IELD' U No. 38972 I NAI, E3 TIMMONS GROUP .••':'h. Site Development I Residential I Infrastructure I Technology YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 TEL 804.541.6600 FAX 804.751.0798 www.timmons.com DATE: 2 -09 -07 SCALE: NONE DRAWN BY: M. MALCOM Ti CHECKED BY: B. CRUTCHFIELD JOB NO. 23593 a at fx 8g E o . iP F B E E M if \ 1, TOOGRAPHYI4 WI THIN 2, 000 FEET OF THE jM PROPOSEd FAdkI TY IS SHOWN ON THIS h o b°. 6 ° . SHEET, ( .lite ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 540, R2070' o PROJECT NAME: 1500 ~'OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 SITE 00 / - 6 ao \ ` `\ , h° ' LOCATION MAP a f -P LTH 66 CN BRIAN V. CRUTCH LD I r .= - - \', \ U No. 38972 e 4 20 ' ! 500 \ SBO. I SIONA[, EN € 2 0` N S GROUP .....,,,, _.p0 -- m T I M M O .• . o _, `-. - site Development I Residential I Infrastructure { Technology if YOUR VISION ACHIEVED THROUGH OURS. 1 I r NORTH CAROLINA { WEST VIRGINIA - _ 5° . VIRGINIA { o o l ' THIS DRAWING PREPARED AT THE E I r PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 TEL 804.541.6600 FAX 804,751,0798 www.timmOns.COM ' DATE: 2 -09 -07 SCALE: I"=400 54 „s a00 800 -COMM. MALt0DRAWNBY: C1 ° CHECKED BY:B, CRUTCHFIELD JOB NO. 23593 FNO. / ON. S v. / RESIDUE 1a 0.381 AC. o a? POB PROPOSED Z l37 25'x25' ALLTEL 04 - 2 LEASE AREA FND. / L6 MON. d' ro L5 coIN W /PROPOSED 20' INGRESS /EGRESS0C6 EASEMENT W N U-) N FND. z ROD ND. MON. 1 I 1 w 1 N Ln MI Q 1 N N7 I oz 1 1 1 w DO Id cdi toz i 1 N . 76 , It 00 11 1 r 12 G sgs\ 6Q N/F WOODLANDS OF CHARLOTTESVILLE, LLC, D.B. 3076, PG. 586 LEGAL DESCRIPTION OLD LYNCHBURG ROAD SITE February 9, 2007 Situated, lying and being all that certain piece or parcel of land located in the Scottsville Magisterial District of Albemarle County, Virginia and being more particularly described as follows; commencing at a found rod located on the Eastern right of way line of S.R. 781, said rod being located approximately 1,800 feet North of the intersection of S.R. 781 and S.R. 875 and being the Point of Commencement, thence along said right of way line of S.R. 781 South 84 degrees 21 minutes 30 seconds East a distance of 20.00 feet to o found monument, thence North 5 degrees 42 minutes 32 seconds East a distance of 169.51 feet to the intersection of said right of way line and the centerline of a proposed 20 foot ingress /egress easement, thence along said centerline the following courses: North 55 degrees 44 minutes 47 seconds East a distance of J118.57 feet to a point, Said point lying on the Western line of a proposed Alltel lease area; thence along said lease area North 34 degrees 15 minutes 13 seconds West o distance of 15.00 feet to a point, said point being THE TRUE POINT AND PLACE OF BEGINNING; thence along said lease area the following courses: North 55 degrees 44 minutes 47 seconds East o distance of 25.00 2 feet to o point, South 34 degrees 15 minutes 13 seconds East o distance of 25.00 feet to a point, South 55 degrees 44 minutes 47 seconds West a distance of 25.00 feet to o point, North 34 degrees 15 minutes 13 seconds West o distance of 25.00 feet to a point, said point being THE TRUE POINT AND PLACE OF BEGINNING and containing 625.00 square feet or 0.014 acres of land more or less. 2.I4 S f A\ GENERAL NOTES: BEARING DATUM SHOWN ON PROPOSED LEASE BASED ON A GPS OBSERVATION ON 9 -7 -06. HORIZONTAL DATUM: NAD 83 VERTICAL DATUM: NAVD 88 DEED REFERENCE: D.B. 3076, PG 586 PROPERTY LINES SHOWN HEREON ARE COMPILED AND 00 NOT REPRESENT A COMPLETE BOUNDARY SURVEY. PROPERTY IS SUBJECT TO ALL EASEMENTS & RESTRICTIONS OF RECORD. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE BINDER. S Q. \ 4 N89'23'44 E LINE TABLE LINE BEARING LENGTH 1-1 N55 118.57 L2 N34 15.00 L3 N55 25.00 L4 S34 25.00 L5 S55 25.00 L61 N34 1 25.00 0 100 200 SCALE IN FEET C.11telM ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PROJECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 SURVEY NTH OF O BRIAN V. CRUTCH FLD'- No. 38972 1o SSrONAL ZyG t TIMMONS GROUP .••':'% I 1 YOUR VISION ACHIEVED THROUGH OURS, I VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE PRINCE GEORGE OFFICE 4260 Crossings Blvd ( Prince George, VA 23875 TEL 804.541.6600 FAX 804.751,0798 wwwAimmons,com DATE: 5 -9 -07 SCALE: 1" =100' DRAWN BY: M. MALCOM C2 CHECKED BY:B. CRUTCHFIELD JOB NO. 23593 s / cp io EX. TRANSMISSION TOWER #1145 / h TOP CONCRETE FOUNDATION= 509.85 / Z EXISTING FENCE 25.19' \\ UNDERGROUND '' ^`% }\ COAX CABLE \ REVISIONS DATE REASON 5 -24 -07 COUNTY COMMENTS FUTURE CABINETS G q / PROP, ALLTEL z EQUIP. PLATFORM PAINTED BROWN) EX. SANITARY A4ANHOLE TOP= 492.45 INV IN= 486 42 SS IQ r Q WI i i PROPOSED 12' GRAVEL ACCESS FND. MON / Z ' PROPOSED 20' ACCESS UTILITY EY'T. i 0 20 40 SCALE IN FEET EX. SANITARY MANHOLE TOP =')O. - INV IN- 494.63 IAI 011T - 491.07 NOT NV USE N/F WOODLANDS OF CHARLOTTESVILLE, LLC. D.B. 3076, PG. 586 HATCH LEGEND 2" SM -9.5A ASPHALT a'6" 7 -B STONi2E Ny "\ % x / r COMPACTED SUBGRApE RIGHT OF WAY ASPHALT DETAIL LJ 6" CRUSHED STONE 7Y j / / / / / / COMPACTED SUBGRADE SITE GRAVEL DETAIL C.11telM ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PROJECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 SITE LAYOUT - BRIAN V. CRUTC IELD' g= No. 36972 a So *7 a" SSIONAI EEO\ a€ TIMMONS GROUP ••'':''ti Fo Site Development I Residential I Infrastructure I Technology z YOUR VISION ACHIEVED THROUGH OURS, 4 5 VIRGINIA I NORTH CAROLINA { WEST VIRGINIA u THIS DRAWING PREPARED AT THE = E PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 E TEL 804.541.6600 FAX 804.751.0798 www.timmons.com a DATE: 2 -9 -07 SCALE: 1 " =20' g e DRAWN BY: M. MALCOM C3 CHECKED BY:B. CRUTCHFIELD _ JOB NO. 23593a jt If 6 h0 x 1 a0 / x 4 493.13 G x S ti x9 / 0 EG 0 20 40 SCALE IN FEET O o 0 1E1 { y 517.00 514.80 Q ti Lw x CE / i STORM SEWER SCHEDULE 30.00 LF OF 15" CL. III CONC. PIPE © 1.90% INV. IN= 492.49, INV. OUT= 491.92 L 494.17 ` EG ` I i R9 i ! 10 /EROSION CONTROL SF -X--- X—°X- SIL T FENCE 305 CE CONSTRUCTION ENTRANCE 3.02 VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK SPECIFICA TION NUMBER it. lite[ m ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PR03ECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 GRADING & EROSION CONTROL PLAN O ve BRIAN V. CRUTCHELDNo. 38972 SSIONAL G TIMMONS GROUP .•'': Site Development I Residential I Infrastructure I Technology YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA ( WEST VIRGINIA THIS DRAWING PREPARED AT THE PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 TEL 804.541.6600 FAX 804.751.0798 www.timmons.com 2 -9 -07 SCALE: None DRAWN BY: M. MALCOM C4 CHECKED BY;B, CRUTCHFIELD JOB NO. 23593 Z. LEGEND S FINISHED SPOT GRADE K EG FINISHED EDGE OF GRAVEL GRADE K S 00 FINISHED C/L OF GRASS SWALE GRADE a - --EXISTING GRADE e --FINISHED GRADE 517.00 514.80 Q ti Lw x CE / i STORM SEWER SCHEDULE 30.00 LF OF 15" CL. III CONC. PIPE © 1.90% INV. IN= 492.49, INV. OUT= 491.92 L 494.17 ` EG ` I i R9 i ! 10 /EROSION CONTROL SF -X--- X—°X- SIL T FENCE 305 CE CONSTRUCTION ENTRANCE 3.02 VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK SPECIFICA TION NUMBER it. lite[ m ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PR03ECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 GRADING & EROSION CONTROL PLAN O ve BRIAN V. CRUTCHELDNo. 38972 SSIONAL G TIMMONS GROUP .•'': Site Development I Residential I Infrastructure I Technology YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA ( WEST VIRGINIA THIS DRAWING PREPARED AT THE PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 TEL 804.541.6600 FAX 804.751.0798 www.timmons.com 2 -9 -07 SCALE: None DRAWN BY: M. MALCOM C4 CHECKED BY;B, CRUTCHFIELD JOB NO. 23593 Z. TABLE 3.31 -C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES. EXISTING GROUND SEEDING RATES NOR TH SOU 1Ht SITE SEEDING MIXTURES PLANT ACRE 1000 50. FT.J/1Io 711to 8115td 7 15to 7/1to 9/1toSPECIES CHARACTERISTICS TO 2115 HIGH TURr- TYPE TALL FESCUE 30 61A 11/1 4130 9117 11/15 KENTUCKY JI FESCUE OA TSAmlosoliro)J Du. (UP TO 100 tbs. .1 lOS X X Use spring . reties e.g., Noble) MUST EXTEND FULL WIDTH NOT LESS THAN 50 lb CARE TURF -TYPE TALL FESCUE 175 -200 PLAN VIEW LAWN RYE 1 bu (UP TO 110 tbs.,X KENTUCKY BLUEGRASS OX - Use Tor late Toll seedings, iaerolesSecaleCereae)NOT LESS THAN 50 lbs.)25 IDs.X X X inter coyer cad and !aw moisture GERMAN MILLET Seterio it0lico)50 tbs V1. I to.X X Worm- seosal annual. Dies o! first lrosf. May be added to summer mixes ANNUAL C MILLET RYE RYE LESS) May be added in mixes.R YEGRASS Cilium 50 tbs.I.5 tb X X X X Wil mow out of most stonds. mu1U-Ilorum ANNUAL fILLET ANNUAL WINTER STE EPER SEASONAL NURSE CROP • 20 LBS.LBS.RYE MILLET WEEPING RYE THAN 3: ! CROWNVETCH 20 LBS, Worm - Se0s0n perrenniol. 440Y LOV£GRASS 15 lOS. WEEPING LOUEGRASS MAY BE ADDED TO ANY SLOPE OR LOW- MAINTENANCE A41X DURING WARMER SEEDING PERIODS: ADD 10 -20 LBS. /ACRE IN MIXES X X bunch. Tolerates hot, dry slopes Erograstia 5.3 ots wd acid, infertile sods May be curwt0)added to mixes. LESPED KOREAN LESPE EZA X X X Worm - season annual le ume. Tolerates acid soils May5lbs.opprox 15 tbs X be added to mixes. stipulaceo) a NORTHERN PIEDMONT AND MOUNTAIN REGION. SEE PLATES J.22 -1 AND J.11 - b SOUTHERN PIEDMONT AND COASTAL PLAIN. C MAY BE USED AS A COVER CROP WITH SPRING SEEDING. X MAY BE PLANTED BETWEEN THESE DATES d MAY BE USED AS A COVER CROP WIN FALL SEEDING - MAY y,QT BE PLANTED BETWEEN THESE DATES PERMANENT SEEDING TABLE 3.32 -0 SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA EXISTING GROUND PAVEMENT RATES SEASONAL NURSE CROP - DATES SITE SEEDING MIXTURES PER 21 511 8116 11/1 CONDITIONS ACRE TO 4130 TO 8115 TO 10137 TO 2115 HIGH TURr- TYPE TALL FESCUE 200 -250 VOOT Mt COURSE o z AGGREGATE MAINTENANCE LAWNS KENTUCKY JI FESCUE LBS. EXISTING 12' MIN. •MIN. EXISTING GROUND // MINIMUM KENTUCKY Jl FESCUE j 95X-IOOX MUST EXTEND FULL WIDTH CARE TURF -TYPE TALL FESCUE 175 -200 PLAN VIEW LAWN IMPROVED PERENNIAL RYEGRASS OX -LBS. KENTUCKY BLUEGRASS OX - GENERAL KENTUCKY 31 FESCUE 128 LBS. SLOPE RED TOP GRASS 2 LBS 150 ANNUAL FOXTAIL ANNUAL WINTER J.I OR SEASONAL NURSE CROP 20 LBS.LBS.RYE MILLET RYE RYE LESS) LOW-KENTUCKY JI FESCUE 108 LBS. MAINTENANCE SLOPE RED TOP GRASS 2 LBS 150 ANNUAL fILLET ANNUAL WINTER STE EPER SEASONAL NURSE CROP • 20 LBS.LBS.RYE MILLET RYE RYE THAN 3: ! CROWNVETCH 20 LBS, SUBSTITUTE SERICEA LESPEO£ZA FOR CROWNVETCH EAST OF FARMVTLLE. VA. (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL 07HER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO JO LBS. /ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULA7E0. WEEPING LOUEGRASS MAY BE ADDED TO ANY SLOPE OR LOW- MAINTENANCE A41X DURING WARMER SEEDING PERIODS: ADD 10 -20 LBS. /ACRE IN MIXES EROSION CONTROL NARRA77VE THIS PROJECT CONSISTS OF THE ATTACHMENT OF TELECOMMUNICATIONS ANTENNAS ON AN EXISTING VIRGINIA POWER TRANSMISSION TOWER, THE INSTALLATION OF TWO OUTDOOR EQUIPMENT CABINETS, CONSTRUCTION OF A GRAVEL ACCESS ROAD AND GRAVEL LEASE AREA. APPROXIMATELY 0.18 ACRES OF LAND DISTURBANCE WILL OCCUR DURING THE CONSTRUCTION OF THIS SITE. ALL LAND DISTURBING ACF10TES WILL TAKE PLACE ON THE SITE. THE LAND DISTURBANCE WILL INCLUDE CUT AND FILL GRADING ACTIVITIES. THE SITE IS CLEAR AND SLOPES GENERALLY FROM THE EAST TO WEST TO AN EXISTING ROADSIDE DITCH ALONG S.R. 781. A NEW ENTRANCE ONTO S.R. 781 WILL BE UTILIZED TO ACCESS THIS SITE. A NEW CULVERT WILL BE INSTALLED UNDER THE PROPOSED GRAVEL ACCESS ROAD. EXISTING DRAINAGE PATTERNS WILL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. THERE ARE NO AREAS THAT HAVE THE POTENTIAL FOR SERIOUS EROSION PROBLEMS. EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR SITE CLEARING AND GRADING ACTIVITIES. ALL UNGRAVELLED AREAS ARE TO BE SEEDED ACCORDING TO S TA TE REGULATIONS WITHIN SEVEN (7) DAYS AFTER ROUGH GRADING OPERATIONS ARE COMPLETED, PERIMETER SILT FENCE AND CULVERT INLET PROTECTION WILL SERVE AS THE PRIMARY EROSION AND SEDIMENT CONTROL DEVICES DURING THE ENTIRE CONSTRUCTION PROCESS. s qk ATTACH FILTER FABRIC TO STAKES OR POSTS & EXTEND IT INTO TRENCH WOODEN STAKE OR STEEL POST LENGTH = 5 MIN. EXCAVATED SOIL BACKFILLED AND COMPACTED — IIIIIIIIIA15 -11 II L 4 TRENCH s F SILT FENCE WITHOUT WIRE SUPPORT) NO SCALE SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1993, 3RD ED PLATE: 305-2 EROSION CONTROL SEQUENCE OF EVENTS 1. NOTIFY ALBEMARLE COUNTY FOR A PRE - CONSTRUCTION MEETING AND ON -SITE VISIT ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. 2. INSTALL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE AS PER PLAN. 3, STRIP TOPSOIL. 4, STABILIZE SITE WITH VEGETATION AND STRAW MULCH ACCORDING TO STATE REGULATION. 5, INSTALL CULVERT AND GRADE ACCESS ROAD AND LEASE AREA. INSTALL CULVERT INLVET PROTECTION AND PLACE GRAVEL AS SOON AS POSSIBLE. 5, BEGIN CABINET INSTALLATION AND ANTENNA ATTACHMENTS. 7. SEED DENUDED AREAS AS SOON AS POSSIBLE AND MULCH ALL DISTURBED AREAS, 8. CONTINUING MAINTENANCE PRACTICES SHALL BE PERFORMED TO INSURE PROTECTION OF DOWNSTREAM PROPERTIES. 9. NO EROSION CONTROL DEVICE SHALL BE REMOVED UNTIL AN ADEQUATE STAND OF GRASS HAS BEEN OBTAINED, NOTE: ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE TO BE CONSTRUCTED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH THE CURRENT EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4e 11teL m ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PROJECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 EROSION CONTROL NOTES & DETAILS LfrH o BRIAN V. * CRUTCH LD` U No. 38972 1 0 _41 S'L9 -7 ww S IONAL E 12' MIN CY - _ - J' MIN. 3" MIN. FILTER CLOTH SECTION A -A 3.02 - C E STONE CONSTRUCTION ENTRANCE SOURCE vIRGIwA EROSION AND SEDmSENT CONTROL HANDBOOK, 3RD ED , t993 FLATS' 3 02 -1 CONTRACTOR SHALL KEEP EXISTING ROADS FREE OF SOIL BUILD —UP AT ALL TIMES. I TIMMONS GROUP I YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 TEL 804.541,6600 FAX 804.751.0798 www.timmons.com DATE: 2 -9 -07 SCALE: NONE DRAWN BY: M.MALCOM CS CHECKED BY:B. CRUTCHFIELD JOB NO. 23593 332 EXISTING EXISTING GROUND PAVEMENT 70 MIN, 6" MIN. FILTER CLOTH ELEVATIONCONTRACTORSHALLKEEPEXISTING ROADS FREE OF SOIL BUILD -UP AT ALL TIMES A VOOT Mt COURSE o z AGGREGATE EXISTING 12' MIN. •MIN. EXISTING GROUND //PAVEMENT MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION. A PLAN VIEW 4e 11teL m ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PROJECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 EROSION CONTROL NOTES & DETAILS LfrH o BRIAN V. * CRUTCH LD` U No. 38972 1 0 _41S'L9 -7 ww S IONAL E 12' MIN CY - _ - J' MIN. 3" MIN. FILTER CLOTH SECTION A -A 3.02 - C E STONE CONSTRUCTION ENTRANCE SOURCE vIRGIwA EROSION AND SEDmSENT CONTROL HANDBOOK, 3RD ED , t993 FLATS' 3 02 -1 CONTRACTOR SHALL KEEP EXISTING ROADS FREE OF SOIL BUILD —UP AT ALL TIMES. I TIMMONS GROUP I YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 TEL 804.541,6600 FAX 804.751.0798 www.timmons.com DATE: 2 -9 -07 SCALE: NONE DRAWN BY: M.MALCOM CS CHECKED BY:B. CRUTCHFIELD JOB NO. 23593 332 I. IT IS THE CONTRACTORS RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS AND COORDINATE HIS WORKWITHTHEWORKOFALLOTHERCONTRACTORSTOENSURETHATWORKPROGRESSIONISNOINTERRUPTED. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND GROUNDS. REMOVE ANDDISPOSEOFFSITEALLRUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBTANCES REMOVE P£TRO- CHEMICALSPILLSSTAINSANDOTHERFOREIGNDEPOSITS. RAKE GROUNDS TO A SMOOrH EVEN - TEXTURED SURFACE, 3 THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND / OR UTILITIES BELIEVED TOEXISTINTHEWORKINGAREA, EXACT LOCATION MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THECONTRACTORISWARNEDTHATTHEEXACTOREVENAPPROXIMATELOCATIONOFSUCHPIPELINES, SUBSURFACE STRUCTURESAND / OR UTILITIES SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 72 HOURSBEFOREYOUDIGORDRILL, YOU MUST CONTACT YOUR LOCAL UTILITY LOCATING SERVICE 4, THE OWNER OR OWNERS REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSESHOWNONTHEPLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUr THE EXPRESS APPROVAL OFTHEOWNEROROWNERSREPRESENTATIVE. 5. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO A r LEAST AS GOOD OFCONDITIONASBEFOREDISTURBEDASDETERMINEDBYTHEOWNEROROWNERSREPRESENTATIVE. 6. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 7 CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THECOURSEOFWORK B. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'SREPRESENTATIVEANDTHEUTILITYOWNER. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER BEFOREEACHANDEVERYCONNECTIONTOEXISTINGSYSTEMSISMADE. 9. NOTE THAT ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIEDBYTHECONTRACTORPRIORTOBEGINNINGANYMATERIALSORDERING, FABRICATION OR CONSTRUCTION WORK, 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE REQUIREMENTS FOR THE LIMITS OF OVERHEAD AND ORUNDERGROUNDELECTRICALSERVCE. 11, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF NEW UNDERGROUND TELEPHONE SERVICE WITH THE TELEPHONEUTILITYANDTHEOWNER'S REQUIREMENTS. iC..11telM ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PROJECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 GENERAL NOTES & DETAILS LTH OF f BRIAN V. CRUTCH U No. 38929• TIMMONS GROUP.-•':'%I YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA ( WEST VIRGINIA THIS DRAWING PREPARED AT THE PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 TEL 804.541.6600 FAX 804.751,0798 www,timmons,com DATE: 2 -9 -07 SCALE: NONE DRAWN BY: M.MALCOM C6CHECKEDBY:B. CRUTCHFIELD JOB NO. 23593 1 / 1 NOTE: THE STRUCTURE SHOWN IS SCHEMATIC IN NATURE ONLY. THE CONTRACTOR SHALL COORDINATE WITH THE CM FOR ANTENNA MOUNTS AND COAXIAL CABLE SUPPORT MEANS. 12.2' ON MONOPOLE ANTENNA AND COAXIAL SCHEDULE (PROPOSED) ANTENNA RX1 TX1 I RX2 RADIUS COAXIAL COAXIAL CABLE MINIMUM MECHANICAL MARK SECTOR ANTENNA AZIMUTH CENTER CABLE L NGTH DIAMETER BENDING RAO.DOWNTILT A 1 L 0'105'140'7/8"t0"TBD BXA 0 63 - 6 - 3 E 2 AXA 80063 -6 -3 120'105'140'7/8"10"TBD I 3 BXA - 80063 -6 -3 240'105'140'7/8"10"TBD 3 ANTENNAS, 6 COAXIAL CABLE RUNS NOTES: 1. AZIMUTHS SHOULD BE IN TRUE DECLINATION STANDARD (CVA MARKET = 8') 2. CENTERLINE MAY NEED TO BE ADJUSTED AND ANY CHANGES SHALL BE COMMUNICATED WITH THE ALLTEL REPRESENTATIVE 3, DOWNTILTS MAY VARY 0.5' f 4. DIGITAL OR SMART LEVEL MUST BE USED TO MOUNT ANTENNAS COLOR CONFIGURATION SECTOR RX1 TX1 I RX2 TX2 I RED 1 RED 2 RED 3 RED 4 2 WHITE 1 WHITE 2 WHITE 3 WHITE 4 3 BLUE 1 BLUE 2 BLUE 3 BLUE 4 COLOR CODES SHALL BE 2" BANDS. PROPOSED MAST MOUNT BXA - 80063/6 ANTENNA DIMENSIONS 71.1" LENGTH = 711" WIDTH = 11.2" DEPTH = 4.5" L 11.2" ANTENNA TYPICAL (1 PER SECTOR) NTS PROPOSED CHAIN MOUNT SECTOR 3 -23 -07 12" AZIMDTH 0' W/ 72" MASTS COUNTY COMMENTS A SECTOR A IMU H 240'T R A IMU H 120' I E EXISTING PANEL AN TRANS. TOWER SECTORED SITE SECTOR ARRAY NOTE: FINAL MOUNTING METHOD TO BE DETERMINED BY DOMINION VIRGINIA POWER AT TIME OF CONSTRUCTION NOTES 1. THE ONLY ON -SITE LIGHTING PROPOSED IS MOUNTED ON THE PROPOSED CABINETS. THE LIGHTING IS INTENDED FOR TEMPORARY MAINTENANCE USE ONLY 2. BROWN PAINT TO BE USED AT THIS SITE IS SW2020 ADIRONDAK. 3. ALL POLE MOUNTED CABLES, ANTENNAS, AND OTHER EQUIPMENT WILL BE PAINTED TO MAT TOWER, REVISIONS DATE REASON 3 -23 -07 ENARBCOMMTS 5 -24 -07 COUNTY COMMENTS lltelm ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PR03ECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 TOWER ELEVATION DETAILS Yrll l OP/ r O v BRIAN V. CRUTCHFIELD'- U No. 38972 1 Yi 1 ti E TIMMONS GROUP ••'':%• Site Development I Residential i Infrastructure I Technology YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 TEL 804.541.6600 FAX 804.751.0798 www.timmons.com DATE: 2 -9 -07 SCALE: NONE DRAWN BY: M.MALCOM C7 CHECKED BY: B.CRUTCHFIELD 30B NO. 23593 jTOWERELEVATION VER SCALE: 1 " = 25' C.tltefM PROPOSED 5' LE) CYPRESS @ 5 f f C;^ % + t ol-101' \ 10 looll r REVISIONS DATE 3 -23 -07 REASON ARB COMMENTS 5 -24 -07 COUNTY COMMENTS PLANT MATERIALS LIST KEY OUANTITY SPECIES SIZE OF MATERIAL ROOT TYPECALIPERHEIGHT 17 LEYLAND CYPRESS z i N RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE 2X2 HARDWOOD STAKE SHREDDED HARDWOOD MULCH (MIN. 3" DEPTH EARTH BERM AROUND BALL REMOVE BURLAP FROM TOP 1/3 OF BALL NEVER CUT MAIN LEADER 0 10 20 SCALE IN FEET ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PROJECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 LANDSCAPE PLAN E o FF 1,TH 0 BRIAN V.CRUTC E L D 'Z No. 389 1 TIMMONS GROUP. Site Development I Residential I Infrastructure I Technology _ YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE f PRINCE GEORGE OFFICE a o 4260 Crossings Blvd I Prince George, VA 23875 z TEL 804.541.6600 FAX 804.751.0798 www.timmons.com a DATE: 2 -9 -07 SCALE: 1 " =10' DRAWN BY: M.MALCOM J CHECKED BY: B.CRUTCHFILED L ao Ls70BNO. 23593 1 c :. 1, 0c 7 C8x11.5 R '/4 "x2 'xO' - 3 / 2" W 1(1) 1Y16`0 HOLE FOR UNIT CONNECTION TYP, 4 PLACES) PLATE CONNECTION DETAIL SCALE: 1 -112" = 1'-0' l. C L G uI EDGE OF C8 wM Lj PLATE Q w SCALE: V = 1' -0" ie. lite[ TM ALLTEL COMMUNICATIONS 10005 MONROE ROAD MATTHEWS, NC 28105 PROJECT NAME: OLD LYNCHBURG ROAD SITE 925 SUNSET AVE. EXT CHARLOTTESVILLE, VIRGINIA CELL SITE #:328 EDGE OF C8 3' -0" EDGE OF C8 PLATFORM 3r4" 34" DETAILS TYP TYP z a z Q , 1" GROUT t C8 3 /8' STIFFENER TYP) E y2 "x7 'xO' -s" EXIST. GRADE IRIn 4 4 8 n a 3d0 HILTI HIT HY -150 Q 4' -2"W/ MIN. EMBEDMENT OF Cu TYP ° °6 5 /8" EPDXY INTO a ° EXISTING CONCRETE a ° WALL USING HILTI INJECTION ADHESIVE. (TYP,) OR APPROVED EQUAL 4) #4 BARS SECTION A 18"x4`2"x2'-O' DEEP 2) #4 BARS SCALE 3/4' = 1' -0' THIS SHEET 3,000 PSI CONCRETE FOUNDATIONS TYP. 2 PLACES) NOTE: SEE SHEET S02 & S03 FOR GENERAL NOTES Z,TH of O BR[AN V. CRUTCHF D'- U No. 38972 tiOAIONAL TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA ( WEST VIRGINIA THIS DRAWING PREPARED AT THE PRINCE GEORGE OFFICE 4260 Crossings Blvd I Prince George, VA 23875 TEL 804.541.6600 FAX 804.751.0798 www.timmons.com DATE: 2 -9 -07 SCALE: NONE DRAWN BY: M.MALCOM of CHECKED BY:B. CRUTCHFIELD J 30B NO. 23593 1Y2" w J O S IE 1 /2 "x7 "x5" 1) 41'6 " HOLES FOR 1) 3 / "0 HILTI HIT HY -150 ANCHORS NOTE: THIS DETAIL IS 5° EDGE OF F TYPICAL @ EACH CORNER OF FRAME CONNECTION DETAIL Attachment B S S i L! c76-60 Oct a Z \ NQ ` y e ' l 10' Contour Streams Roads Water Body Driveways Parcels ya Feet \ - 00 -J 200 Buildings Parcel of Interest xO t.s.: rv'•t. y . ".,.a° ,..f rk z n rt ' :?' ,t` a'a` xv.. - ; a ,r t a ,z,.yw ".. Y 'a"F'r". V' W fi' " gY.. , !. .F 4 +1'*:. :e" v x f « S x r,, :: .:i :e , ...:. , .: . .Y'F Y , trr+, t.. -. • ... 4., & ;,, .. .. ..,. ,.., ., a ..+^, f #'.., ,.... .. .f,,... ro" .4 s mf e....' ,..: k , ,.:..,: ., '° z 53, F .. a .:. +Ta< ,.° . W w• x•, .,<, . 'yi .,a., . ,.... „,,,..^ `,,, -; , „,.: , a. . -: _a at,. u„ t >t ` M;fi. . ' . Ia ". ,'t :a " A .. a ?.,, ."' } ",,. ,,.. ,..: ,x'a ,,.. „ . `a .,.+t,; ,p_ #, r 'ham+,- ; a .ra...,,. .. 2" ,, -,,., 4t., `. 'Ri a .. ; v .:.:.. y , . .. ... ...• .:. .:; w.,. ^ v td a'.:' u'a* .": .v f..... 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