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HomeMy WebLinkAboutSDP200900005 Legacy Document 2009-03-05v ®a�2 m Via^ ^� ��RCLNIP ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP 2009 -00005 Woodson Staff: Gerald Gatobu, Principal Planner, Property (AT &T- CV393) Crossroads Tier 11 Brent Nelson- ARB PWSF Planning Commission Public Hearing: Board of Supervisors Hearing: March 10, 2009 N/A Owners: Woodson, Rebecca Lea Applicant: AT &T, Gerry Sharp Acreage: 4.217 Rezone from: Not applicable (Lease Area: 400 square feet) Special Use Permit for: Not applicable TMP: Tax Map 87, Parcel 5B By -right use: VR, Village Residential and Location: Monacan Trail Road [State Route EC, Entrance Corridor Overlay 29 South] approximately 900 feet from the intersection of Plank Road [State Route 6921 and Monacan Trail State Route 29 South). Magisterial District: Samuel Miller Proffers /Conditions: No Requested # of Dwelling Units /Lots: N/A DA- RA - X Proposal: Proposal to install a Tier 11 Comp. Plan Designation: Rural Area in personal wireless service facility. The Rural Area 3 proposed facility will consist of an 80- foot tall monopole, associated equipment and a fence. The monopole will be (4) four feet above the reference tree. Character of Property: The proposed site is Use of Surrounding Properties: located on a parcel with an entrance off State Single- family Residential Homes Route 29 South. The lease area is wooded and there is an existing residential structure to the north. Factors Favorable: Proposal meets the Factors Unfavorable: none identified requirements of Section 5.1.40 Recommendation: Section 5.1.40 Personal Wireless Facility- Staff recommends approval of this personal wireless service facility at the proposed height of four (4) feet above the reference tree, with the conditions outlined by the Architectural Review Board. Waiver of Section 4.2 — disturbance of critical slopes - Staff recommends approval of the critical slopes waiver. STAFF CONTACT: Gerald Gatobu; Brent Nelson PLANNING COMMISSION: March 10, 2009 AGENDA TITLE: SDP 09- 00005: Woodson Property— AT &T- CV393A- Crossroads, Personal Wireless Service Facility PROPERTY OWNER: Woodson, Rebecca Lea APPLICANT: Gerry Sharp, AT &T PROPOSAL: Request for approval of a treetop personal wireless service facility with a steel monopole that would be approximately 80 feet tall (4 feet above the height of the reference tree), within a 20 x 20 foot lease area. This application is being made in accordance with section 12.2.1.(16) of the Zoning Ordinance, which allows for Tier II wireless facilities by right in the Village Residential Zoning District. The site is located on Monacan Trail Road [State Route 29 South] approximately 900 feet from the intersection of Plank Road [State Route 692] and Monacan Trail [State Route 29 South]. The property, described as Tax Map 87, Parcel 5B, is 4.217 acres in size, is located in the Samuel Miller magisterial district and is zoned VR, Village Residential and EC entrance corridor. COMPREHENSIVE PLAN: The Comprehensive Plan designates this property as Rural Area in Rural Area 3. CHARACTER OF THE AREA: The proposed site is located on a parcel with an entrance off State Route 29 South. The lease area is wooded, and there is an existing residential structure to the north. The property is rural in character with some areas of critical slopes (slopes greater than 25 %). STAFF COMMENT: Section 3.1 provides the following definitions that are relevant to this proposal: Tier II personal wireless service facility: A personal wireless service facility that is a treetop facility not located within an avoidance area. Treetop facility: A personal wireless service facility consisting of a self - supporting monopole having a single shaft of wood, metal or concrete no more than ten (10) feet taller than the crown of the tallest tree within twenty -five (25) feet of the monopole, measured above sea level (ASL), and includes associated antennas, mounting structures, an equipment cabinet and other essential personal wireless service equipment. Avoidance area: An area having significant resources where the siting of personal wireless service facilities could result in adverse impacts as follows: (i) any ridge area where a personal wireless service facility would be skylighted; (ii) a parcel within an agricultural and forestal district: (iii) a parcel within a historic district; (iv) any location in which the proposed personal wireless service facility and three (3) or more existing or approved personal wireless service facilities would be within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet; or (v) any location within two hundred (200) feet of any state scenic highway or by -way. Section 5.1.40(d), "Tier II facilities" states "Each Tier II facility may be established upon commission approval of an application satisfying the requirements of subsection 5.1.40(a) and demonstrating that the facility will be installed and operated in compliance with all applicable provisions of this chapter, criteria (1) through (8) below, and satisfying all conditions of the architectural review board. The commission shall act on each application within the time periods established in section 32.4.2.6. The commission shall approve each application, without conditions, once it determines that all of these requirements have been satisfied. If the commission denies an application, it shall identify which requirements were not satisfied and inform the applicant what needs to be done to satisfy each requirement. " The applicant has submitted an application that satisfies the requirements set forth in Section 5.1.40(a) and has performed a balloon test at the location of the proposed facility [Attachments D]. The Architectural Review Board reviewed this request for compliance with the County's design guidelines for the entrance corridor and has recommended approval with conditions [Attachment E]. Section 5.1.40(d)(1): The facility shall comply with subsection 5.1.40(b) and subsection 5.1.40(c)(2) through (9). Staff has determined that the proposed facility's location complies with all of the exemptions of Section 5.1.40(b) and the proposed equipment meets all relevant design, mounting and size criteria that are set forth in Section 5.1.40(c)(2) and (3). The remainder of subsection (c) provides requirements that are subject to enforcement if the facility is approved. Section 5.1.40(d)(2): The site shall provide adequate opportunities for screening and the facility shall be sited to minimize its visibility from adjacent parcels and streets, regardless of their distance from the facility. If the facility would be visible from a state scenic river or a national park or national forest, regardless of whether the site is adjacent thereto, the facility also shall be sited to minimize its visibility.from such river, park or forest. If the facility would be located on lands subject to a conservation easement or an open space easement, the facility shall be sited to so that it is not visible from any resources specifically identified for protection in the deed of easement. The proposed facility includes a monopole that would have a height of approximately 80 feet above ground level (AGL) or 851 feet above mean sea level (AMSL). The height of the reference tree is about 76 feet above ground level (AGL) or approximately 846.3 feet above mean sea level (AMSL) and is located 25 feet east of the proposed monopole. A balloon test was conducted on February 9th, 2009 [Attachments D]. During the site visit, the balloon was launched at the proposed monopole location. The balloon was raised to the same elevation as the proposed pole, four (4) feet above the reference tree. The balloon was visible for a short period of time from the southbound lane of State Route 29 as well as from the northbound lane of State Route 29. The balloon was also visible from the Cross Roads Store off state route 29 north. The trees around the balloon provided a backdrop; therefore, visual impact was mitigated. The balloon was also minimally visible from state route 692 Plank Road. The monopole at the proposed elevation of four (4) feet above the reference tree is not expected to have an adverse impact on the State Route 29 entrance corridor due to its limited visibility. It is also anticipated that the limited visibility of the monopole will be noticeably reduced when the trees are in full foliage. The ground equipment will not be visible from the entrance corridor. The remaining trees and the "Java Brown" color of the monopole and antennas are expected to further limit views of the facility. Section 5.1.40(d)(3): The facility shall not adversely impact resources identified in the county's open space plan. Staff's analysis of this request addresses the concern for the possible loss of aesthetic or historic resources. The proposed lease area is not delineated as a significant resource on the Open Space and Critical Resources Plan. Staff believes there is no significant loss of resources related to the installation of the tower. The property/buildings on Tax Map and Parcel Number 87 -313 [Crossroads Tavern] are in the Virginia landmark Register, and the National Register of Historical Places. This tower will not impact the adjacent property, and there will be no significant loss of historical 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 State Route 29 [entrance corridor] and State Route 692 Plank Road. As mentioned above, the degree of visibility is not expected to have a negative impact on the Entrance Corridor. The Architectural Review Board has approved the location with conditions; therefore, it is staff s opinion that the visibility of the monopole will not adversely impact entrance corridor or historic district resources. A tree conservation plan, with measures limiting the impacts to existing trees remain will be submitted prior to building permit application. Section 51.40(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 (100) feet. There is no existing personal wireless service facility located within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet. Section 51.40(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 (78) inches. Notes on the site plan for this facility propose a monopole diameter not to exceed 30 inches at the base or 18 inches at the top. These dimensions comply with the maximum width requirements for treetop monopoles serving Tier II facilities. Section 5.1.40(d)(6): The top of the monopole, measured in elevation above mean sea level, shall not exceed the height approved by the commission. The approved height shall not be more than seven (7) feet taller than the tallest tree within twenty -five (25) feet of the monopole, and shall include any base, foundation or grading that raises the pole above the pre- existing natural ground elevation; provided that the height approved by the commission may be up to ten (10) feet taller than the tallest tree if the owner of the facility demonstrates to the satisfaction of the commission that there is not a material difference in the visibility of the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree; and there is not a material difference in adverse impacts to resources identified in the county's open space plan caused by the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree. The applicant may, appeal the commissioner's denial ofa modification to the board of supervisors as provided in subsection 5.1.40(d)(12). As mentioned previously in this report, the proposed monopole would have a height of approximately 851 feet above mean sea level (AMSL). The height of the reference tree is approximately 846.3 feet above mean sea level (AMSL). The proposed monopole will be about four (4) feet taller than the tallest tree within twenty -five (25) feet. Section 5.1.40(d)(7): Each wood monopole shall be a dark brown natural wood color; each metal or concrete monopole shall be painted a brown wood color to blend into the surrounding trees. The antennas, supporting brackets, and all other equipment attached to the monopole shall be a color that closely matches that of the monopole. The ground equipment, the ground equipment cabinet, and the concrete pad shall also be a color that closely matches that of the monopole, provided that the ground equipment and the concrete pad need not be of such a color if they are enclosed within or behind an approved structure, fagade or fencing that: (i) is a color that closely matches that of the monopole; (ii) is consistent with the character of the area; and (iii) makes the ground equipment and concrete pad invisible at any time of year from any other parcel or a public or private street. The applicant is proposing the installation of a facility with a steel monopole. The proposed color for the tower and equipment cabinets is a Sherwin Williams brown paint (Java Brown) to match existing surroundings. 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./ace the interior of the property and away from public view, as determined by the agent. Metal monopoles shall be constructed so that vertical cables, wiring and similar attachments are contained within the monopole's structure. A note on the site plan indicates that vertical cables, wiring and similar attachments will be located inside the monopole. Section 704(a)(7)(b)(I)(II) of The Telecommunications Act of 1996: The regulation of the placement, construction and modification of personal wireless facilities by any state or local government or instrumentality thereofshall 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 staffs opinion that the denial of this application would not have the effect of prohibiting the provision of personal wireless communication services. RECOMMENDATION: Staff recommends approval of this personal wireless service facility. Based on findings presented in the staff report, staff recommends approval at the proposed four (4) feet above the reference tree with the conditions outlined by the Architectural Review Board. 2. CRITICAL SLOPES WAIVER The proposed facility will require the disturbance of critical slopes. A modification to allow critical slopes disturbance is necessary before the plat can be approved by the Planning Commission. The request for a modification has been reviewed for both the Engineering and Planning aspects of the critical slopes regulations. Section 4.2.3.2 of the Zoning Ordinance restricts earth - disturbing activity on critical slopes, while Section 4.2.5(b) allows the Planning Commission to waive this restriction. The applicant has submitted a request and justification for the waiver [Attachment C], and staff has analyzed this request to address the provisions of the Ordinance. The critical slopes in the area of this request do not appear to be man-made [Attachment F]. Staff has reviewed this waiver request with consideration for the concerns that are set forth in Section 4.2 of the Zoning Ordinance, entitled "Critical Slopes." These concerns have been addressed directly through the analysis provided herein, which is presented in two parts, based on the Section of the Ordinance each pertains to. Section 4.2.5(a) Review of the request by Current Development EnzineerinQ staff: Description of critical slope area and proposed disturbance: This is a 4.217 -acre VR, Village Residential zoned parcel in the Batesville area of Route 29 south. The applicant is proposing an approximately 130 -foot access road to a 400 square foot gravel compound for a communication tower. The proposed critical slope disturbance is for the access /maintenance road to the tower location. Areas Acres Total parcel acreage 4.217 acres approximately Critical slopes on parcel 0.874 20.7% of site Critical slopes disturbed 0.016 1.8% of critical slopes Exemptions to critical slopes waivers for driveways, roads and utilities without reasonable alternative locations: This disturbance is not exempt per Section 18- 4.2.6. A field visit on 2/20/09 divulged an existing alternate path from the driveway to the tower location that would not disturb critical slopes and still maintain the character of the property and tower site. Compliance with Zoning Ordinance 18 -4.2: "movement of soil and rock' Proper slope construction, control of drainage, and vegetative stabilization will prevent any movement of soil. "excessive stormwater runoff' Stormwater runoff will not be significantly affected in this area. "siltation" Inspection by the County will facilitate siltation control during construction. Proper stabilization and maintenance will ensure long term stability. "loss of aesthetic resource" This area is not visible from the road and houses in the area. "septic effluent" This project does not require sanitary service. Based on the review above, engineering believes an alternate access route is available to the tower location. The applicant, however, has indicated that alternate routes to the proposed tower location are restricted by an existing drainfield and a larger amount of critical slopes disturbance. Review of the request by Current Development Planning staff: Summary ofreview ofmodircation of Section 4.2: Section 4.2.5 establishes the review process and criteria for granting a waiver of Section 4.23. The preceding comments by staff address the provisions of Section 4.2.5(a). Staff has included the provisions of Section 4.2.5(b) here, along with staf / comment on the various provisions. The commission may modify or waive any requirement of section 4.2 in a particular case upon finding that: 1. Strict application of the requirements of section 4.2 would not forward the purposes of this chapter or otherwise serve the public health, safety or welfare, or that alternatives proposed by the developer would satisfy the purposes of section 4.2 to at least an equivalent degree; or (Added 11- 15 -89) The applicant has proposed to site this personal wireless facility so that the tower is minimally visible, and is screened from the entrance corridor. In order for the placement of this facility to take advantage of a backdrop of trees, disturbance of critical slopes is necessary. Since this is a personal wireless service facility proposal with a small area of disturbance, strict application of the requirements of section 4.2 would not forward the purposes of this chapter. 2. Due to its unusual size, topography, shape of the property, location of the property or other unusual conditions, excluding the proprietary interest of the developer, the requirements of section 4.2 would effectively prohibit or unreasonably restrict the use of the property or would result insignificant degradation of the site or adjacent properties. Such modification or waiver shall not be detrimental to the public health, safety or welfare, to the orderly development of the area, or to adjacent properties, or be contrary to sound engineering practices; or (Added 11- I5-89) Denial of this waiver would not prohibit or restrict the use of the property. 3. Granting such modification or waiver would serve a public purpose of greater import than would be served by strict application ofsection 4.2. (Added 11- I5-89) Granting the waiver would serve a public purpose of greater import. Granting the waiver will allow the siting of a telecommunication facility on the property with limited visibility from the entrance corridor. It is difficult to find sites with limited visual impacts in the County of Albemarle. In order to place this facility on this property and take advantage of an existing backdrop of trees, minimal disturbance of critical slopes (for access to the site) is necessary. A public purpose of greater import will be served. RECOMMENDATION: The applicant has proposed to site this personal wireless facility so that the tower is minimally visible, and is screened from the entrance corridor. In order for the placement of this facility to take advantage of a backdrop of trees, disturbance of critical slopes is necessary. The personal wireless facility policy encourages the siting of facilities so that they are minimally visible and well screened. The amount of disturbance is minimal and the lease area is only 400 square feet. Staff recommends approval of the critical slopes waiver. ATTACHMENTS: A. Site Plan B. Vicinity Map C. Applicant Justification Letter D. Balloon photos at proposed location E. ARB conditions F. Critical Slopes for TMP 87 -513 PROJECT INFORMATION SCOPE OF 'WORK: PROPOSED (3) SECTOR ANTENNAS MOUNTED ON A PROPOSED TOWER. EQUIPMENT CABINETS WILL BE LOCATED AT THE BASE OF THE TOWER ON A SUB. SITE IS AN UNMANNED TELECOMMUNICATIONS FACILITY. SITE ADDRESS: 3514 MONACAN TRAIL HIGHWAY NORM GARDEN, VA 22959 LATITUDE N 57' 34.3' LONGITUDE. W 79 39' 29.0' at&t GROUND EIfVATNXI 771' 1' JURISDICTION: AUMIAIE COUNTY PRIMARY ZONRIO DESIGNATION: VILLAGE RESIDENTIAL TAX D. N0: 87 -5B PARCEL SIZE 4.217 AC DEED REF: D8 2639, PAGE 149 PROPOSED USE TELECOMMUNICATIONS FACILITY TOWER OWNER: SITE NEW CIRCULAR WIRELESS ACS, LLC CROSS ROADS SITE N 0.: CV39 3A SIZE +: 1: V393 GY393A NAME �A�`�""` SITE NAME: CROSS ROADS UTILITY INFORMATION UTILM POWER: CENTRAL VIRGINIA ELECTRIC CDDP (ROD) 367 -2832 Taco: VERRON (GOD) 483-5°00 VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS DRAWING INDEX REV DIRECTION: VA- CV393A -T -1 TITLE SHEET O SUBCONTRACTOR'S WORK SHALL COMPLY WITH All APPLICABLE NATIONAL STATE, AND LOG& CODES AS ADOPTED BY THE LOCAL SURVEY DEPART NEAR MONCURE CORNER ON ON 1 -95 (SOUTH) 21.0 MI AT T 848, TURN RIGHT ONTO RAMP 0.5 N I -295 / CHARLOTTESVILLE AUTHORITY ORITY HAVING JURISDICTION (NU) FOR THE LOCATION THE EDITION OF THE AFU ADOPTED CODES AND STMDNM IN ERECT KEEP LEFT TO STAY ON RAMP 0.2 MI US -1 / RICHMOND TAKE RAMP (LEFT) ONTO 1 -295 8.6 MI 1 -295 / 1-64 W / CHARLOTTESVILLE ON THE DATE OF CONTRACT AWARD SHALL WARN THE DESIGN. VA- CV393A -A -OA AREA PLAN O AT EXIT 53A, TAKE RAMP (RIGHT) ONTO I -64 59.8 MI 1 -64 / CHARLOTTESVILLE AT PUT 118. TARE RAW (RIGHT) ONTO US-29 8.8 MI VA- CV393A -A -0 SITE PLAN 0 TURN RIGHT (WEST) ONTO N GARDEN ST 131 YDS TURN RICHE (NORTH) ONTO LOCAL ROAD(S) 32 YDS ARIBVE AT SITE BOLDING cone VA- CV393A -A -1 COMPOUND PLAN &ELEVATION O INTERNATIONAL BUIIDNlG CODE (IBC 2006) VA- CV393A -A -2 EQUIPMENT LAYOUT p VA- CV393A -A -3 FOUNDATION DETAILS 0 ELECTRICAL CODE VA- CV393A -A -4 EQUIPMENT SPECS O NATIONAL ELECTRICAL CODE, (NEC 2005) VA- CV393A A 5 EQUPMENT SPECS p SUBCONTRACTOR'S WOK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. VA- CV393A --A --6 ANTENNA DETAILS 0 AMERICAN CONCRETE INSTITUTE (ALT) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE VA- CV393A -A -7 ANTENNA DETAILS 0 , " AMERMNI INSITTIRE OF STEEL CONSTRUCTION (AIsc), MANUAL a STEEL CONSTRUCTION. ASO, IBNTH EDITION VA- CV393A -A -8 ANTENNA DETAILS p 1 . E LCOLMUNICATIONS INDUSTRY ASSOCIATION pw) 222 -F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA VA- CV393A -A -9 WOOD FENCE PLAN &DETAILS 0 , Yj-- �,, SUPPORTING STRUCTURES: TLA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS VA- CV393A -A -10 NOTES 0 VA- CV393A -A -11 NOTES 0 ��� INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY. GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM VA- CV393A -E &S -1 EROSION &SEDIMENT CONTROL DETAILS 0 .C• EE LIDO (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTIMI EQUIPMENT VA- CV393A -E &S -2 EROSION & SEDIMENT CONTROL NOTES 0 -. •, IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY VA- CV393A -E -1 ELECTRICAL PLAN 0 .} / „ •O3' AND -HIGH SYSTEM FxPOSUREO VA- CV393A -E -2 ELECTRICAL DETAILS p gioLk xi1 r% Qt ; TE coRDU R 127s, GENERAL msrA uTION REauREMEN 5 VA- CV393A -E -3 ELECTRICAL DETAILS 0 TacamIA GR -1so3. COAXIAL CABLE CONNECTIONS VA- CV393A -E -4 ELECTRICAL DETAILS 0 VA- CV393A -E -5 ELECTRICAL DETAILS & NOTES 0a �`c ' ANSI T1311, FOR TELECOM — DC POWER SYSTEMS — ELLCgA, ENV RONMENTAL PROTECTION SITE VA- CV393A -SP -1 SPECIFICATIONS 0 ,r ���A{ �` FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL. METHODS OF CONSIT8ICITON, OR VA- CV393A -SP -2 SPEC FICATIONS O E FOBSrbads OTHER REQUIREMENTS, THE MOST RESMICTNE REQUIREMENT SHA& GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERA. VA- CV393A -SP -3 SPECIFICATIONS O - REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHAL GOVERN. AT &T REVIEW AT &T CONSTRUCTION: AT &T RF: ALBEMARLE COUNTY PLANNING AT &T COMPLIANCE: BECHTEL CONSTRUCTION:�� ;] f I h� DATE NOTES ; r 1. SEE THE FOLLOWING NOTES, SYMBOLS AND DETAILS, BECHTEL DOCUMENT NUMBER 24782 - 000 -A3-EF -00001 FOR ARCHITECTURAL REVIEW BOARD APPROVAL THE IMPLEMENTATION of THIS SITE DESIGN PACKAGE 2 mNORiE Aw IIFYOIrA1C sRFt Notts wHraE awNO mots wo n„ams Tarn ,� 1Mw,oT � I r 1 1, r No Lc oEw „� art Komi sExwx xmts (oDn Us> f � 4 s1mA.tlwrl sma xmFS ) l Do amLFBFC xmLS 1oBFA SAIL) u DATE: 1+� �) SCALE: 1 A -20004 TH Op amain Tvs amts (OCTAL CA) D - SITE NAME: CROSS ROADS 3 2 CHRISTOPHER D. BC ARCHITECTS ENGINEERS FALLS CHURCH, VA 2 : � tom, °� AMR ^ SITE NO. CV393A MoRHa 0 02 -12 -09 FINAL CONSTRUCTION DRAWINGS I a r c h i t e c i s fN15 OAWIII, YA ]20NI —Za6B TEE QW) m,aaoo FAY FATAL WI -%Too 3514 MONACAN TRAIL HIGHWAY at8ct LEM PLAZA , No. 032984 rte Z ((I, p IO Attachment A A 0, —oB -09 PRELIMINARY CONSTRUCTION DRAWINGS a e n i n e e r s NORTH GARDEN, VA 22959 MDI � � j N OVAL E l No. MTE RE415IONS APP•D SCALE: AS sHOwN DESIGNED B. MINN DRAWN cuw g ••••' VA- CVS9,5A -I -1 DESCRIPTION OF PROPOSED LEASE AREA .EV.. a AT . r Ba Rm • Y . ».a a ea M @ ,J A meiol usr�e mrw,ae0 @ r¢r na e t wa, imn roux Al er caxw nAa. LP. eAx BAP _,T i um° boNaie°Fa�P.a ah w< n ux (ru ars T PARm a oEm Boar mo ..¢ r•}, � xwM eT oEaxns x nuns @ scares un. " anAxa v axN rm ro n t Rraar gn �M @ aB..ES N wu,6 N zmns �ln.. anfNOE � xia, rTEr w . A earANa 1 »aa rar ro A ro.ii a�"'BEa•:»4 m�i.f:a w�o1°w,:ac rs�omO3. Bou m"i a. ws s,�wr�wi ice. DESCRIPTION OF CENTERLINE OF A 20' ACCESS/UnuTY EASEMENT a:aau Ar • Paar. •,«N euAS. xwM�@ aw as wu,6c�smos nm. " SEm4J � A anN�I.E Cf .i p1�fFE�"i w .�Pg1�M Y1 aaR15 St YM1n5 Y P�vl (£ NORM @ aa�ID J1 Wllns E YCVros FAIT. " O6iAlAZ d ]eJ] rRT 1O NaRM ,O aranEJ p ,«„� .• =Emcee �i, A anANaE 6 ,..N nEr ro . Paa�T swM N ofaexs Oo - a sfooe un. A anus a x.N W M A PaR�ir axnN Jo sam Js vurzs b scarps ELSr, " anul¢ or uN rm m A J�M ., aE�ES N aaan= as game EAJr. A D6rANCE a` J,.,e rEEr ,a . T"N a nmws a N°nii .ess,nar wniT -ofT acof'uxARWn » aoxorr n1Al). mluNxr. AM1 SalNtl: fFFT, BOIE dx 165. 45 9qw NpEar1. N�f / / u t Lap -BBUILInL u ul ui caul anaaEn.a PROPOSED TONER LOCATION INFOWAnON un- JTSrC]ub C CiUO ,, W aivAmr of owAn Ar BASE a- PRaoso rolm . m• :m• NAw iNe uaal s'T.DOm➢N Nor y. lOPO5rp�4Y \ ` /' • ., _� NIR'0!D m �, ,,�ii1�.� E A21�MeDY ®,G�i � s'TaY m re,o x ,x W i -,aZn 's, anr�,NN A~OpO �• � _� �^^W44y B V p� e FLOOD NOTE _ ni.N 1. urecm�c wrz ar � �6.,�� umoleeemeemrs - as par N@n A:PN.In - .wsswca EAVOe t r•ownn lK 0 - uaaeurr ratio RAs xam) O . Vi.µ x •aN sn M _ �� .e c roam � ®�N.N�o • oNr.Na - wmPO:En rorl a,c x POE • - rapt NAaan 50' 0 50' lW BOUNDARY SURVEY OF PROPOSED c cr CONPWNO MDEMA COUMY, -NIA fOR: B.C. MCRISECTS LLC. �a "ash jl STTB / CVSSSA NORTH GARDEN, VIRGINIA I SURVEY WORK PERFORMED BY: I THFASIBER n mina: ea.ivsn = aw seuec. w�Nra I NATIONAL SURVEY SERVICES COORDINATION HYj GE4FLINE SURVEYING, INC. /D MMo LEGEND NEW FENCE �-- EXIST. FENCE —X X X— SETBACK — — EASEMENT LEASE — PROPERTY LINE — — EXIST. CONTOUR NEW CONTOUR TYP. BUILDING TYP. ROAD s AREA PLAN 1 TRUE NORTH SCALE: 1. -SOD' 1107 A_o SCALE: 1' =250' 2406 SCALE IN FEET z 0 250 500 1000 1500 n D sM9 mum Pm W 101 FMCS Phial" L M MI -2ME M' (» VI -M a r c h i t e c t s FAL (M) m -elm 1 e n g i n e e r s i or /, I� SI I E NAME: CROSS ROADS SrrE NO. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 at8ct LHAM1 P" I Aml mrRa a NO atll AuDt W 2m 3 v�''�� 2 CHRISTOPHER D. MORIN No. 032984 n, 'CS,ZI(� 09 ♦ S�OlVAL $lyG BC ARCHITECTS ENGINEERS FALLS CHURCH, VA 2 1 SITE PLAN DRAwNC NUMBER REV BC VA— CV393A —A —OA 0 0 02 -12 -09 FINAL CONSIRUCIION DRAWINGS DR BNO A 01-09 -09 PRELIMINARY CONSIRU N IX ffl GS GMW BNO No. DATE RE ONS BY CHN APP -D SCALE: AS SHOWN DESIGNED B. WINN DRAWN GMW LEGEND NEW FENCE EXIST. FENCE -X X X- SETBACK - EASEMENT LEASE - - PROPERTY LINE - EXIST. CONTOUR NEW CONTOUR TYP. BUILDING TYP. ROAD CV393 -Tree Base Elevations and Heights Tree W Species Base IF[- Crown Neigbt Crown Elev Diam Notes Remarks SITE NAME: CROSS ROADS Feet I Inches 0110l N, �- FNLS D A l MM67 -M 101 Red Oak NA 68 NA 9 / = = 2'1frfi,92 102 Willow Oak NA 67 NA 10 B/ / F 103 White Oak NA 66 NA 10 104 Tulip Poplar NA 73 NA 12 105 Virginia Pine NA 69 NA 10 106 White Oak NA 53 NA 8 107 Hickory 772.4 57 829.4 6 TER Within 25' 108 Black Locust 772.7 49 821.7 5 Within 25' 109 Maple 768.0 61 829.0 9 Within 25' 110 Maple 769.0 59 828.0 6 Within 25' 111 Maple NA 58 NA 12 112 White Oak NA 51 NA 8 113 Maple NA 63 NA 9 114 Tulip p Poplar NA 85 NA 16 115 Tulip p Poplar 766.0 75 841.0 B-12 Within 25' 116 Maple NA 51 NA 12 117 Red Oak 765.0 51 816.0 7 Within 25' 118 Hickory NA 62 NA 8 119 Maple NA 53 NA 5 120 While Oak 766.8 39 805.8 4 Within 25' 121 Maple NA 56 NA 4 -6 122 Tulip Poplar 768.9 72 840.9 13 Within 25' 123 Hickory NA 60 NA 5 124 Maple NA 59 NA 7 125 Red Oak NA 65 NA 5 126 Hickory NA 64 NA 7 127 Tulip Poplar 770.3 76 846.3 10 ReTtree 128 Hickory NA 74 NA 6 TER 129 Hickory 771.3 65 836.3 7 TBR Within 25' 130 Maple NA 68 NA 9 131 Cherry NA 73 NA 10 132 Maple 772.0 65 837.0 12 MR Within 25' 133 Maple 772.9 42 814.9 4 Within 25' 134 White Oak NA 40 NA 4 135 Red Oak NA 66 NA 4 136 H kory NA 60 NA 4 TEIR = ITo Elmbon be moved data t trees 109, 110 and 115 - is incomplete N/F CARPENTER PUCE LP. TN 87 PAR 3 UB 1529 PG 671 EMSIING POWER / TRANSFORMER-, / DUSTING EXISTING HOUSE TREE TO RE" (TYP) \ N DEBRA S �WOODSON TM 87 PM 5A \ DB 2513 PG 257 �MWWDSON \ AR 5B t4s I \ �EX6RN v DRNEW PROPOSED AT&T / 20'.20' R / FTTlCE PROPOSED 2AT&T 12' ACCESPROPOSED 20' ACCES \ \ EASEMENT \\ FIBER 10A OPTIC YARKER / \\ (CENTEL) SCALE IN FEET FENCE TYPE H PERMANENT SITE PLAN 1 0 40 80 160 / n / SITE NAME: CROSS ROADS sma cannel s lot SITE N0. CV393A 0110l N, �- FNLS D A l MM67 -M 2 -09 a r c h i t e c i s N A 3514 WONACAN TRAIL HIGHWAY AREA OF DISTURBANCE JAMES L STERN. U% / / = = 2'1frfi,92 DB 2250 PG 310 - / SURVEYED / T fir. yBc • • • DRAWING NUMBER FREE 70 S REVISIONS B/ / F APP'D VA- CV393A -A -0 I IXISIINC SURVEYED _ Chilly \ N DEBRA S �WOODSON TM 87 PM 5A \ DB 2513 PG 257 �MWWDSON \ AR 5B t4s I \ �EX6RN v DRNEW PROPOSED AT&T / 20'.20' R / FTTlCE PROPOSED 2AT&T 12' ACCESPROPOSED 20' ACCES \ \ EASEMENT \\ FIBER 10A OPTIC YARKER / \\ (CENTEL) SCALE IN FEET FENCE TYPE H PERMANENT SITE PLAN 1 0 40 80 160 240 TRUE NORTH S CALE :1 =BO' 11.17 A D n SCALE: 1• =40' 24236 SITE NAME: CROSS ROADS sma cannel s lot SITE N0. CV393A 0110l N, �- FNLS D A l MM67 -M 2 -09 a r c h i t e c i s FIX: r70 611 -15300 3514 WONACAN TRAIL HIGHWAY 9-09 NORTH GARDEN, VA 22959 je n g i n e e r s BIAO aW IBTRIr i 1 A801 Cot R0. SUITE 710 t4EN ALEX M 210110 I\ /I IXISRN TRANSF / 621- SITE PLAN NOTES: 1. EXISTING STRUCTURE. BOlN61RT, TRUE NORTH. AND TOPOGRAPHIC INFORMATION WERE TAKEN FROM A SURVEY BY THRASHER ENGINEERING 2. SUBJECT TO MY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE PROPERTY LINES ARE ONLY SHOWN AS APPRDXl1/ATE. 3. SUBJECT TO ANY STATE OF FACTS THAT AN UP -TO -DATE ABSTRACT OF ITU WOULD DISCLOSE 4. SUBJECT TO All RIGHTS, EASEMENTS, COVENANTS, OR RBTK' M OF RECOED. 5. A BOUNDARY SURVEY WAS NOT PERFORMED BY ULDUCH RARSOUR & ASSOCIATES IN CDWUNCTION WITH THE PREPARATION of THIS SITE 6. NOT TO BE USED FOR LAND TRANSACDON PURPOSES. TREE PROTECTION FENCE TYPE EST. QUANTITY PERMANENT 11Y TEMPORARY 105' NOTE: ICE BRIDGE COMPONENTS, COAX CABIFS• MBFMNS, AND SUPPORTS TO DE PAINTED / BROWN (%ERWIN WILLIAMS J5090). FINAL CHOICE TO BE APPROVED IT ALBEMNE COUNTY. PROPOSED TOWER COORDINATES LATTNDE: N 37 57, 34.3• LONGTIUDE: w 79 39. 29.0• GROUND ELEV.: 771•• 2 CHRISTOPHER D. MORIN No. 032984 '%16-0 Q �0/VAL /' C, BC ARCHITECTS ENGINEERS FALLS CHURCH, VA SITE PLAN 2 -09 FINAL CONSTRUCnoN DRAWINGS DR BND 9-09 PRELMIN4i/ CONSTRUCTION DRAWINGS GM BIAO fir. yBc • • • DRAWING NUMBER 7E REVISIONS B/ CNK APP'D VA- CV393A -A -0 AS SHOWN DESIGNED B. QUINN DRAWN Chilly TREE PROTECTION FENCE TYPE EST. OUPNff1Y PERMANENT 117' TEMPORARY 105' SCAT: 1'=20 11x17 MOUNTED ANTENNAS (m SCALE: 1' =10' 24x36 PER SECTOR - 3 TOTAL /^ SCALE IN FEET PAINT TO MATCH POLE I 2 � I 0 10 20 40 60 I MONOPOLE & EQUIPMENT NOTES: m j PROPOSED AT &T 80' LATITUDE 3T 57' 34.3' I METAL POLE (6'4' 1. PROPOSED TOP OF TOWER ELEVATION = 851.0' LONGIRIDE: 78' 39' 29.0' H%:O THAN TALEST 2. MONOPOLE DNHEIER NOT TO IXCEED 30' AT 3 TREE WITHIN 25' -01 - .o 12 PAINTED BROWN m G `•x 1 COAX C/iNFS RUN IN510 CABLES 14D ANTENNAS SHALL BE PAINTED O I MONOPOLE I APPROVE JAVA BROWN. FINAL SELECTION TO OU APPROVED BY ABEMNBE COUNTY. � I I 4. LIGHTNING ROD WILL NOT IXCEED 1' N FAZE Pq 671 -M 1 PRO DIAMETER AND WILL NOT EXTEND MORE THAN 2' A 01 -D9-D9 NO. MATE ICED ABOVE THE TOP OF THE MONOPOLE a PROF 5, PROPOSED LIGHT FIXTURE SHALL BE SHIELDED IN I b o G `, CONI ACCORDANCE WITH ALBEMARLE COUNTY REV I CNI REQUIREMENTS MID OPERATED BY MOTION PRO] SENSOR. AL PROPOSED LIGHTING IS FOR WOO TEMPORARY MAINTENANCE AND SECURITY USE CHIN APP. I ONAL EP Elm ,r 11111211111 INSIDE THE MONOPOLE. N T SG E: AS SHOWN DESIGNED B. QUINN �� immcm VA— CV393A —A -1 SQUARE INCHES N AREA TRUE NORTH 'S op-70%. m�mmmo�� mE�ammm ©�� m�momo�� °o�� m�oom TREE PROTECTION FENCE TYPE EST. OUPNff1Y PERMANENT 117' TEMPORARY 105' I 0 TREE NOTES: 1. EXISIING SPECIMEN TREES TO RD" SNAIL RECEIVE TREE PROTECTION BARRIERS AS INDICATED THROUGHOUT CONSTRUCTION - SEE ARBOR5T5 CONS ATION PUMA 2. THE HEIGHT OF THE TALLEST TREE WIIHN 25' RADIUS OF THE PROPOSED METAL POLE IS 76' r% 113 4EGENP TEMPORARY TREE PROTECTION FENCING —PERMANENT TREE PROTECTION FENCING TO REMAIN - . - . --- . - . - ACCESS /UTNNY EASEMENT — - - - - —LEASE AREA — — — — — — DDSITNG CONTOURS —AREA OF DISTURBANCE SCALE IN FEET 0 5 10 20 30 106 105 104 — a EwsnNC PROVIDE 100J OYP.) GEUTDORE FABRIC CONTOUR — d STONE — -WITHIN EENQE_AIEA -\ GLIB ALL TREES AND - - �VE DAT@N�IIRAN COMPOUND PLAN SCALE: 1' =10' 1107 A 1 SCALE:1' =5' 24x36 5 PROPOSED PERMAIEM TREE PROIECIIDN A -5 FENCE (TYP) TREE DRINUIE (TYP) PROPOSED UMIIS OF DISIURBANcEAOCATION OF SILT FENCE PROPOSED AT &T 12' GRAVEL ACCESS ROAD PROPOSED AT &T 20' ACCESSAMIIIY EASEMENT / d/ PROPOSED LIGHTNING ROD 24' % 1'0 MAY TOP TO EI E a POLL NOT 70 IXCEED 18' m OSED AT &T IDGE OSED AT &T EQUIPMENT ETS ON AN 10'x18' . PAD OSED 20'x20' 1 FENCE GROUND 0XV. 771.0 ANSI ELEV. 851.6 AMSL ELEVATION PROPOSED AT &T RUSH / SCAT: 1'=20 11x17 MOUNTED ANTENNAS (m SCALE: 1' =10' 24x36 PER SECTOR - 3 TOTAL /^ SCALE IN FEET PAINT TO MATCH POLE I 2 � I 0 10 20 40 60 I MONOPOLE & EQUIPMENT NOTES: m j PROPOSED AT &T 80' LATITUDE 3T 57' 34.3' I METAL POLE (6'4' 1. PROPOSED TOP OF TOWER ELEVATION = 851.0' LONGIRIDE: 78' 39' 29.0' H%:O THAN TALEST 2. MONOPOLE DNHEIER NOT TO IXCEED 30' AT 3 TREE WITHIN 25' -01 - .o 12 PAINTED BROWN m G `•x 1 COAX C/iNFS RUN IN510 CABLES 14D ANTENNAS SHALL BE PAINTED O I MONOPOLE I APPROVE JAVA BROWN. FINAL SELECTION TO OU APPROVED BY ABEMNBE COUNTY. � I I 4. LIGHTNING ROD WILL NOT IXCEED 1' N FAZE Pq 671 -M 1 PRO DIAMETER AND WILL NOT EXTEND MORE THAN 2' A 01 -D9-D9 NO. MATE ICED ABOVE THE TOP OF THE MONOPOLE a PROF 5, PROPOSED LIGHT FIXTURE SHALL BE SHIELDED IN I b o G `, CONI ACCORDANCE WITH ALBEMARLE COUNTY REV I CNI REQUIREMENTS MID OPERATED BY MOTION PRO] SENSOR. AL PROPOSED LIGHTING IS FOR WOO TEMPORARY MAINTENANCE AND SECURITY USE CHIN APP. m OSED AT &T IDGE OSED AT &T EQUIPMENT ETS ON AN 10'x18' . PAD OSED 20'x20' 1 FENCE GROUND 0XV. 771.0 ANSI ELEVATION 2 / SCAT: 1'=20 11x17 A -1 SCALE: 1' =10' 24x36 BC ARCHITECTS ENGINEERS /^ SCALE IN FEET SrrE NAME' CROSS ROADS 2 ? 0 10 20 40 60 124 i MONOPOLE & EQUIPMENT NOTES: TOWER BASE: / LATITUDE 3T 57' 34.3' / 1. PROPOSED TOP OF TOWER ELEVATION = 851.0' LONGIRIDE: 78' 39' 29.0' f 123 / 2. MONOPOLE DNHEIER NOT TO IXCEED 30' AT (PER NORTH AMERICAN DATUM OF 1983) / THE BASE AND 18' AT THE TOP. ELEVATION: 771'3 AMSL / 3. MONOPOLE, GROUND EQUIPMENT, ICE BRIDGE, (PER NORTH AMFIBCAN VflTiICl1 DATUM OF K / CABLES 14D ANTENNAS SHALL BE PAINTED 1988 ) 1 APPROVE JAVA BROWN. FINAL SELECTION TO OU APPROVED BY ABEMNBE COUNTY. No. 032984 / 4. LIGHTNING ROD WILL NOT IXCEED 1' N FAZE Pq 671 -M 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 DIAMETER AND WILL NOT EXTEND MORE THAN 2' A 01 -D9-D9 NO. MATE P MINARF CDNSTRUC110N DRAWINGS RFVISpNS ABOVE THE TOP OF THE MONOPOLE GHrW BY BUD 5, PROPOSED LIGHT FIXTURE SHALL BE SHIELDED IN I b o G `, 'c ACCORDANCE WITH ALBEMARLE COUNTY REV e n g i n e e r s REQUIREMENTS MID OPERATED BY MOTION CIFN 2'A40 SENSOR. AL PROPOSED LIGHTING IS FOR TEMPORARY MAINTENANCE AND SECURITY USE CHIN APP. I ONAL EP ONLY. 6 ALL VE OF 014A. CABLES WILL BE RUN ,r INSIDE THE MONOPOLE. N T SG E: AS SHOWN DESIGNED B. QUINN 7. PROPOSED ANTQWYS ARE LESS 7FNN 1 ,152 VA— CV393A —A -1 SQUARE INCHES N AREA TRUE NORTH 'S op-70%. 3 � I2 BC ARCHITECTS ENGINEERS /^ SrrE NAME' CROSS ROADS 2 CHRISTOPHER D.vl FALLS CHURCH, VA �• J 5m tDAiII` "K' m 101 SITE NO. CV393A MORIN F"'s 0AWK A* 2XN1 786° WL pap n, -sa98 at &t 0 02 -12 -09 FWYL CONS,RLV" DRAWINGS Dn BM0 No. 032984 COMPOUND PLAN & ELEVATION a r c h i t e c t s FAZE Pq 671 -M 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 LM FwA , RD A 01 -D9-D9 NO. MATE P MINARF CDNSTRUC110N DRAWINGS RFVISpNS GHrW BY BUD I b o G `, 'c DRAWING NUMBER REV e n g i n e e r s CIFN 2'A40 CHIN APP. I ONAL EP SG E: AS SHOWN DESIGNED B. QUINN DRAWN GMW VA— CV393A —A -1 0 CONCRETE AND REINFORCING STEEL .TES mm I- ALL CONCRETE CONSTRICTION SHALL MEET THE REQUIREMENTS OF THE AMERICAN CONCRETE INSRME (ACI I. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL INSTALL 7ELC0 BO% ON SIDE OPPOSITE OF 111E GENERATION GENERATOR 318 -08) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND (ACT 301) STANDARD SPECIFICATION SUBGRADE AND PLACE CRUSHED STONE AS REWIRED. PLUG ON THE POWER CONCRETE. ALL CONCRETE WORK SHALL IN ACCORDANCE THE ACI 301, ACI 318. FOR SA184 AND TI ASTM A784 AND 1ST/ A185 AND THE DEIGN AND CONIHUCTION SPECIFICATION FOR CASE IN PUCE CONCRETE. FOR IN 2. COFPACTION CERTFAATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED CANOPY POST CENTER POST (APPROX. GEOIECHNIGI TECHNICIAN OR ENGINEER IS ACCEPTABLE �) 6' -0' TALL) 2. MINIMUM ALLOWABLE CONCRETE STRENGTH BE 4000 P51 AT GAYS WHEN TESTED IN GENERATOR PLUG SOCIETY FOR MAT ACCORDANCE WITH THE AMERICAN UNLESS SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASN C 172, TA ASHY C31 AND ASTM C39 UNLESS OTERWISE NOTED. 3. AS AN BE COMPACTED D WITH *COMP AND WRITTEN EWIP CERTFIG7KMI, THE iTO AT LEAST SOIL' BASE 51WL BE COYPICIED WITH 'COYPACiNIN Ep1PYENi. LASTED BELOW, TO AT lF.4Sf 90S MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD G 3. REINFORCING STEEL SHALL CONF TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. 18' x 18' TFLCO NEW 3R F WELDING WIRE ABRIC SHALL CONFORM TO ASHY AIRS WELDED STEEL RARE FABRIC UNLESS OTHERWISE NOTED. 4. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6' MINIMUM CRUSHED STONE OR ENCLOSURE W/ 71 SURGE --MODULAR M SPLICES SHALL BE CUSS 'B' AND AL HOOKS SHALL BE STANDARD. UNLESS NOTED OTHERWISE. GRAVEL COMPACTED IN 3' LIFTS ABOVE COMPACTED SOIL GRAVEL 51W L BE NATURAL OR ARRESTORS (I WC ECTOR TSI - %6 POWER CABINET CRUSHED WITH 1005 PASSING 1' SIEVE. OR EQUAL) AND GROUND BAR 4. DETARING SHALL BE IN ACCORDANCE WITH ACI DEEMING MANUAL (PGA SP- 66(04)). 5. CHANTER ALL EXPOSED EDGES OF CONCRETE 3/4' IN ACCORDANCE WITH ACI 301 S. AS AN ALTERNA71VE TO ITEMS 2 AND 3 PROOFROLL THE SUBGRADE SOILS WITH 5 PASSES OF A MEDIUM SIZED (MIN. 1/4' x 1' x 5� 2• TELCO ❑ CALV. GRIP UNISTIRTS SECTION 4.2.2. UNLESS OTHERWISE NOTED. VIBRATORY PLATE COMPACTOR (SUCH AS BOWL WR 30/38) OR HAVND- OPERATED SINGLE DRUM VIBRATORY ROLLER (SUCH AS BONG BW 55E). ANY SOFT AREAS CONDUIT TO GSM CABINET &ATTACHMENT HARDWARE (TP) 6. REINFORCING STEEL SHALL BE ACCURATELY PLACID AND ADEQUATELY SECURED IN POSTDN. LOCATION OF THAT ARE ENCOUNTERED SHOULD BE REWWED AND REPLACED WITH A WELL - GRADED GRANULAR FILL, AND COMPACTED AS STATED ABOVE 12 AWG W (TYPE 2' PVC TO 2' PVC REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. CONCRETE COVER SHALL BE 3' MINIMUM. TNLIN/THWN) GROUND TO 7. TOP OF FWNGTNIN TO HAVE A BRUSH FWSH'. COMPACTION EWIWENF rwn OPrnATm oouWlE ORUK vBRATptt WoUtR. vOPAlan PIAlt LpPACIRR oR AAiNG ,vcW mlpACloK N 1' RC 2' PVC POWER CONNATE 70 & EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER. SqL COMPACTION NOTES FOR 4 ON 3' PVC TELCO CONDUIT W/ PULLWIRE CSM CARROT 9. ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING ON SPILLS. IX. GRADE 4' TNL DYER 3/4' DL4 \ �� // i ��ji / / /� /�� ED B CRUSHED STONE BASE ON 3/4' CHANTER B U _ E AWQUAY�FROM GROUND RING SLOPE CONCRETE. 3' PIC POWER �' WR GROUND R ROD ' — i 1 i—T'i v - z- �� T POWER PO ��-L F 7=1 CONTRACTOR SHALL FURNISH & NSTALL (2) 15OW WK7 FLOOD LIGHTS (RIB ElEC. CAT/ OF150) MOUNT ROOD LIGHTS ON ROUND WEATHER THE 'UNDISTURBED SOIL' 845E Ii AIL-- STAR BE COMPACTED WITH A QUID r I ` -'- EXCAVATE AS REWIRED TO OPERATED DOUBLE DRUM, VIBRATORY REMOVE VEGETATION & TOP SOIL EXPOSE UNDISTURBED NATURAL - Irl PROOF BOX & COVER W/ 3/4' HUBS. MOUNT FLOOD LIGHT AND SNATCH ASSEMBLY TO 3' PIPE USING HUBBELL MINILIIFR N SERIES PIPE CLAW CENTER POST (APPRO%. 6' -0' TP1L) ROLLER, VIBRATOR' PLATE COMPACTOR OR JUMPING JACK SUB GRADE PUCE A MINIMUM OF EXISTING UNDISTURBED VIRGIN FITTINGS FOR 3 1/2' O.D. PIPE OR EQIAL— CANOPY POST COMPACTOR TO AT LUST 905 4' GRAVEL GRAVEL SHALL PASS A PROCTOR MAXIMUM DENSITY ONE INCH SIEVE SOIL OR COMPACTED FILL WEATHERPROOF LOCKABLE LIGHT SWITCH. ( ) PER ASTM D 1557 METHOD C. HUBBELL CAT IHBL1221M (SWITCH) SECTION 1 - WGFtOO -CV (COYER PLATE) 714 -PL (BOX) 7. THOMAS —AND AND B E FI T15 _Z(RECEPTACLE) WGFIDO -CV (COVER PLATE) T14 -PL (BOX) NOTE LDM SWffCH AFD WfAHERPR00F CFl RECEPTACLE SIWL BE DLSfMIFD L ON TIE INSIDE OF THE POST NEAREST TO THE GWOPY ENRUNCE. 2 -112 AWG W & 1 -+12 GND (TYPE 6' FOUNDATION SUB REINF. WITH THHN/THWN) IN 3/4' PVC CENTER POSE 14 012' OR WELD WIRE FABRIC GRWHD EAD tlINOP POSE WRAF 6%6 -DB/DB IX. GRADE GROUND LEAD 1 - GVNOR POSE � - GROUND LEAD , , GROUND RING LL�r.Nl FOR GENERATOR H —FRAME DETAIL FRONT & BACK VIEW 2 (3' X 10' -41 A-2 EQUIPMENT FOUNDATION DETAILS 1 `1 Off, SCALE: N.T.S. A_p L}� + .xix. . - a a � SITE NAME: CROSS SITE NO. CV393A J ??� D G BC ARCHITECTS ENGINEERS I, BC FALLS CHURCH, VA l o oz -FZ -oz rINA mNSrraicnoN priwlNCS oW fiMO euo °•v Eius W MIi AFL (161) n1 -6000 at &t L \., -,. 64 a r c h i t e c t Due 0617 6/1 -6700 3514 MONACAN TRAIL HIGHWAY EO ATION DETAILS &EQUIPMENT SPECS LC A of -M -6v PRn1WNAR CONS RIXT N DRAWWNGS 6YW BMQ s .1 NORTH GARDEN, VA 22959 Umm NATA I ow m ma 700 2I 6 No. DATE RLVrsaNS Hx d1K DRAWING Nw6cR REv e n g n e e r s 1°°7 ADI AUEK A 7]060 iO7 sate: ws snowN ocSCNEn B. pIWNN DRAMA cwW VA— CV393A -A -2 0 .9 �1: •.•.... PROPOSED TOWER ICE BRIDGE STRUCTURE FIELD VERILY I' -0" CANOPY STRUCTURE R t R 4a a CABLE UDDER 2 MINIMUM CLEARANCE CABINET FRONT DES CABINET M3 2' - -- JUMPER GROUND BAR CABINET RICHE SITE NAME: CROSS ROADS DO NOT EXCEED TRANSMISSION LINE (MOUNT BELOW SITE NO. CV393A I BENDING RADIUS LIMITS (18'-24' a r c h i t e c i s FAZE m 6N-4Jao DRIP LOOP) BTS CABINET JUMPER 4 _O. NORTH GARDEN, VA 22959 ( IELD VERIFY GROUND BAR LENGTH) 18' -V s 10' -0 MOUNTING CONCRETE PAD BASE 12' THC JUMPER . T. CABINET SIDE ELEVATION A -3 CABLE CMOPi UDDER POST I COAX /-- GROUNDING / KR CABLE TRANSITION TO CABINET 2 MINIMUM CLEARANCE CABINET FRONT DES CABINET M3 2' - -- JUMPER GROUND BAR CABINET RICHE SITE NAME: CROSS ROADS OPLfXER (MOUNT BELOW SITE NO. CV393A I DIPLEXER)- a r c h i t e c i s FAZE m 6N-4Jao 3514 MONACAN TRAIL HIGHWAY JUMPER NORTH GARDEN, VA 22959 ( IELD VERIFY LENGTH) CABLE TRANSITION TO CABINET 2 MINIMUM CLEARANCE CABINET FRONT 55' M3 2' '.- 0' (3' MIN. FOR 135• DOOR SWNG) CABINET RICHE SITE NAME: CROSS ROADS ABOVE THE CABINET �, � 1511 fA11s SITE NO. CV393A I- M . M]M M INN1-16� iFl (70.7) 611 -tom a r c h i t e c i s FAZE m 6N-4Jao 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 e n g i n e e r s RF NOTES: 1. ACTUAL LENGIHS S AU. BE DETERMINED PER SITE CONDITION BY SUBCOMACTORS. 2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED 3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAP ER & 4. ALL SPECIFIED MATERIAL FOR EACH LOCATIONS (E.G., OUTDOORS, INDOORS- OCCUPIED, INDOORS- UNOCCUPIED, DLENUMS, RISER SHAFTS, ETC) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED BY THE NEC. 5. FOLLOW THE TECHNICAL GUIDELINE FOR OUTSIDE ANTENNA JUMPER SUPPORT (24782- 3OJ -GIX- 00001). HARDLINE CABLE SMALL DE SUPPORTED AS REOIRED BY THE MANUFACTURER BUT AT A MINIMUM OF EVERY THREE (3) FEET, EXCEPT INSIDE MONOPOLES OR LATTICE TONERS WHERE CABLE AND CONNECTOR MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. 6. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA CABLE RUNS 7. DRIP LOOPS SHALL BE REWIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXAL CABLE PORT. & AL FEEDER LINE AND JUMPER CONNECTORS FOR AT &T GSM SHALL BE AT&T APPROVED 7/16 DIN CABLE CONNECTORS THAT MEET P68 STANDARDS. eaw UEO IY RAIL I ml = RED, SATE JN NET AU M M 23M 9. DELETED NOTE: THE RBS 3106 CABINET IS THE SAME AS THE GSM REIS 2106. (REF. PRODUCT DESCRIPTION 22101 -FOC 101 749 Lie. R. A) ERICSSON RBS 2101 106 41NMUM CLEARANCES DIRECTION MINIMUM CLEARANCE CABINET FRONT 55' CABINET REM 2' CAMEF LEFT 0' (3' MIN. FOR 135• DOOR SWNG) CABINET RICHE or ABOVE THE CABINET - 10. 7/16 DN CONNECTORS REQUIRE NO WEATHER PROOFING IN INDOOR APPLICATIONS. N OUTDOOR APPLICATIONS WEATHER PROOFING 6 REQUIRED AND THE FOLLOWING PROCEDURE SHOULD BE FOLLOWED: APPLY A 'COURTESY WRAP OF ONE LAYER OF 7MIL THICK VINYL El FCTRICAL TAPE FXFETAING APPROXIMATELY TWO (2) INCH ON EACH SIDE OF THE COAX CABLE/ CONNECTOR JUNCTURE USING WEATHERPROOFING KR APPROVED BY CABLE MANUFACTURER AND CONTACTOR, START TAPE APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 NCH ES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UMT; THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WIN THE STICKY SIDE DOWN FOR MOTHER INCH OR TWO. ADD THE BUM RUBBER AND FINISH WITH A FINAL LAYER OF TAPE COLD SHRINK IS SIAICTLY PROHIBITED . 11. DOM 12. ANTENNAS SHALL BE PAINTED, WHEN REWIRED, BY THE LANDLORD OR AUTHORITY HAVING JURISOCTION IN ACCORDANCE WITH ANTENNA MANUFACTURERS, SURFACE PREPARATION AND PAINTING REQUIREMENTS. 13. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE TOWER, WITHIN 10 FEET OF THOR CONNECTORS, AND AT THE BOTTOM OF THE TOM ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY THEY $HALL BE (MOUNDED AT THE MIDPOINT OF TOWERS THAT ARE BEIWEQN 100 FEET AND 200 FEET HIGH, AND AT INTERVALS OF 100 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 20D FEET. 9 -09 1 PRETIMRARY cONSTRUCTpN DRAWINGS CMW B TE REVISIONS NN c AS SHOWN DESIGNED 8, OUINN 1DRAwm GMW 14. APPROVED GROUNDING KTS, WHICH INCLUDE GROUNDING STRAPS. SHALL BE USED TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE TONER, AND IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TONER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS. 15. ALL RADIO SIGNAL CABLE SHALL DE LABELED PER MARKET REQUIREMENTS, 16. DELETED 15. MA/NW'S TO BE INSTALLED AT TONER TOP, SHALL BE SUPPLIED TO THE SUBCONTRACTOR (WHERE REQUIRED) AND INSTALLED BY THE SUBCONTRACTOR. THE GROUND CONDUCTORS OF THE TW MAY BE BONDED DRECRY TO THE TOWER STEEL USING EXOTHORK BOLTED. OR APPROVED CLAMP CONNECTIONS. EXOTHERMIC WELDS SHALL BE PEMNT RED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER 19. ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED IN ACCORDANCE WITH THE REOUIREAENTS OF AT &T -(SIN SERVICES PROJECT DOCUMENT NO. 24782- DDO -3PS -MID -00001. CONTRACTOR WILL NOT ACCEPT A RADA SIGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP RESULTS. <7 OF i U 3'64 ARCHITECTS ENGINEERS FAI-S CHURCH, VA a EQUIPMENT SPECS DRAWING NUMBER VA- CV393A -A -3 °a BBU 9500 I I I 2106 CABINET FRONT / RF CONNECTION BOX (COVER REIRAD) FRO 1 AC CABLE NG I 2 AWG TINNED SOLID COPPER FARTHING CABLE TO GRO GND PoNG / INSTALLATION FRAME N FRAME Tree # ->,—TOOTNED PATE CONNECTOR FRAME 9250 AC CONNE Crown Elev CABLE LUG Notes Box WALL \ 8C ARCHITECTS ENGINEERS / FALLS CHURCH, VA W Feet NUT / STAR WASHER TO INSULATION FRAME TO CND 6 MG STRWIOED COPPER, 101 Red Oak GREEN INSULATION 68 'C• COMPRESSION 9 o oz -u -o9 CDNNECTOR BURNDY 102 Willow Oak YGHP2C6W6W OR 67 NA APPROhD EQUAL aNO 9500 FWAIE TO BASE BASE FRAME FRAME / 9250 \ TO CND RING THROUGH CABLE LEAD-IN BLOCK IN BBU 9500 2 AWG TINNED SOLID COPPER J � To GROUND RING 6 AWG STRAAMDED COPPER. GREEN INSULATION JJ EARTHING CABLE TO EARTHING BOLT ERICCSON RBS 2106 W/ BBU 9500 EARTHING CONNECTION j 1 A-4 CV393 -Tree Base Elevations and Heights Tree # species Base Elev Crown Height Crown Elev Diam Notes Remarks OCHRISTOPHER D. MoRIN No. 032984 +, v �((' jOlVAL E 8C ARCHITECTS ENGINEERS / FALLS CHURCH, VA W Feet Inches 101 Red Oak NA 68 NA 9 o oz -u -o9 trot cornrmlcraN ORAwwcs 102 Willow Oak NA 67 NA 10 aNO 103 White Oak NA 66 NA 10 N otslcNm a OIIINN DRAWN G,nv 104 Tulip Poplar NA 73 1 NA 12 105 Virginia Pine NA 69 NA 10 106 While Oak NA 53 NA 8 107 Hickory 772.4 57 829.4 6 TBR Within 25' 108 Black Locust 772.7 49 821.7 5 Within 25' 109 Maple 768.0 61 829.0 9 Within 25' 110 Maple 769.0 59 828.0 6 Within 25' 111 Maple NA 58 NA 12 112 White Oak NA 51 NA 8 113 Maple NA 63 NA 9 114 Tulip Poplar NA 85 NA 16 115 Tulip Poplar 766.0 75 841.0 B-12 Within 25' 116 Maple NA 51 NA 12 117 1 Red Oak 1 765.0 51 816.0 7 Within 25' 118 Hickory NA 62 NA 8 119 Maple NA 53 NA 5 120 White Oak 766.8 39 805.8 4 Within 25' 121 Maple NA 56 NA 4 -6 122 Tulip Poplar 768.9 72 840.9 13 Within 25' 123 Hickory NA 60 NA 5 124 Maple NA 59 NA 7 125 Red Oak NA 65 NA 5 126 Hickory NA 64 7 127 Tulip Poplar 770.3 76 10 Ref tree 128 Hickory NA 74 6 TBR Hickory 771.3 65 7 TBR Within 25' Maple NA 68 rNA 9 Cherry NA 73 10 Maple 772.0 65 12 TBR Within 25' F129 Maple 772.9 42 4 Within 25' White Oak NA 40 NA 4 Red Oak NA 66 NA 4 Hickory I NA 1 60 1 NA 4 Ee vation data at trees 109, 110 and 115 is incomplete @ 7: 1® 75' TL ® 39' Mil 51' RED TREE HEIGHT DIAGRAM �1 SCALE: NTS A-4 CK LOCUST 42' MAPLE � T" OFD f - toDAaamat,N — ` - -- -•- rNls aAroL v, zHN, -m6a m: ( m-4000 o a r c h i t e c t s rAZ (�1 m -tcoo i NI e n g i n e e r s SITE NAME CROSS ROADS SITE N0. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 at8Ct ,nIRI'r TWA, Aa6, wAli0. sArt too ao "� M zioeo ' OCHRISTOPHER D. MoRIN No. 032984 +, v �((' jOlVAL E 8C ARCHITECTS ENGINEERS / FALLS CHURCH, VA W 2 t EQUIPMENT SPECS & TREE DIAGRAM $wNC Nwe[R RI:v VA- CV393A -A -4 101 o oz -u -o9 trot cornrmlcraN ORAwwcs oR eAq A of -oa -os IitE1JWNARr coNSrRUCrION ORAwuws rA1w aNO No. DATE RtV6gN6 ITr cHR A� scuE As SHOP N otslcNm a OIIINN DRAWN G,nv PROPOSED B METAL POLE ANTENNA PIPE BY 7 NOTE ANTENNA TOWER RISE -E A-- THE DISTANCE FROM THE OUTSIDE FENCING AND ARMORING FACE OF THE POLE TO THE OUTSIDE FACE OF THE PANEL ANTENNA SHALL .o/ NOT EXCEED 12 INCHES PRODUCT POLE NUMBER DESCRIPTION DIAMETER 82592 UNIVERSAL TRI-BRACKET V-2' 82593 `NN`ERSAL TFJ-BR4CKEr 2'-3' Q. 82594 UNIVERSAL TRI_BRACKET 3'-4' AT&T FLUSH MOUNTED 82606 LNNERSAL TR14RACKET 4'-Y DRIP UNE ANTENNAS (TIP. OF I 4/A" PER SECTOR-3 TOTAL) MICROFLECT TRI-BRACKET PART AND ADAPTER KIT SHOW FENCE IBIB65 OR EQUAL- ANTENNA FRAME,/ 3 SCALE: NTS ANTENNA PLAN VIEWO SCALE: NTS PRODUCT NUMBER DESCRIPTION POLE DIAMETER E2592 LNIVERSAL M-BRACKET 1'-2' 02593 UNNERSAI, TRI-BRACKET 2*-3' 05394 UNIVERSAL TRT-BRACKET S-fo 0606 UNIVERSAI. TRI-BRACKET 4'-5' ANTENNA, SEE SCHEDULE - FENCE CORRECT METHODS OF TREE FENCING �NCE MCROFLECT UNIVERSAL TRI-BRACKET PART AND ,-SECTOR ADAPT ANTENNA, ENNANTENNA, SEE FINAL RF TRI ER KIT 1865 OR EQUAL — �>_ 00 BUILDING SHEET FOR 10' ON CORRECT DIMENSION —Z mo CORRECT TRUNK ARMORING ON TRIANGULAR BOARD FENCE QOM FRONT TREE P ROTECRGN r5 � 1 5 ELEVATION OF ANTENNAS // 2 N.T.S. -5 0 VCAI NTS ANTENNA DETAILK-4-') V�U SCALE: N.T.S. \�tV 3 8C ARCHITECTS ENGINEERS SITE NAME: CROSS ROADS — FALLS CHURCH, VA PKL Sm 10 1 F� Gum SITE NO. CV39M 0- 02-12-M FIN641. DRAWINGS _jFT i0i Nu� 3208 CI� DETAILS Ts,(mm� at&t 4 a r c h i t e c t s 3514 MONACAN TRAIL HIGHWAY UMI,uuxi A NAiw commucnON DNAWNW I NORTH GARDEN, VA 22959 GLEN IA WE 3W _ in 2_4 L o �W.K; e n g i n e e r S GLEN XLDL A 23M NO. DATE REVISCOIS By cIk <�- 43 'DESIGNED B. QUINN DRAWN GI,NIP S tS�D ......... VA—CV393A—A-5 0, 6ry c. AS sF«1NN NEW TOP JUMPER CABLE (TYP)_ GROUND BAR (1 EACH SECTOR NEAR MIENNAS)- GROUND KIT (1 EACH SECTOR)— NEW COAKIAL CABLE (TYP)_ GROUND BAR (BOTTOM OF GMA /3 SEC 19001 -F (TYP.) COAT( GROUND BAR MOUNTED ON CABIN NEW JUMPERS (INSTALLED / BY BECHTEL. BUT LEFT DISCONNECTED)- Tx1 Rxt Id1 Px2 ERICSSON ERNSSON lMU 2106 GSM 3106 UNTS W/ LNU /_ NEW ANTENNA GSM ITEM REM DESCRIPTION GSM SIZE /PMT NO. NO. UNDERGROUND CONDUIT STUB -UP(3) SCALE: N.T.S. A -6 H OFL J (ANDREW) a a r c h i t e e t s i bN e n g 1 n e e r s ANTENNA (SEE NOTE 2 6 3) SITE NAME: CROSS ROADS SITE N0. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 at &t Loom PLAZA 1 ANN = NX SIDE = (ANN AMEN, M 230F0 AS -BULL SERIAL / 742236- WIIHOUIRET 1 MECANCAL DOWNRLT P, V. O ELECTRICAL DDWNTILT T, T, T 2 ENNA JUMPER ANf(LLENGTU 1/2' LDF4P (6 FEET) 2A ATTACHED WV.E DIN CONNECTOR INCLUDED W /REM 12 3 MAIN COAX 1 5/6'4 AVA7 -50 4 UNATTACHED FEMALE DIM -RPC iINAL coNSmucraN DRAWINGS CONNECTOR BIIO qp EQUIPMENT JUMPER 1/2' SF (6 FEET) GMW (LENGTH) s 1 MATERIALS ON THE ABOVE TABLE SHU BE PROVIDED BY THE CONTRACTOR ) THE SUBCONTRACTOR FOR INSTALLATION. UBCDNIRPCTOR SHALL AS-BUILT CABLE LENGTHS AND PROVIDE ANTENNA SERIAL UMBERS ON RED -LINED DRAWINGS. NIENINYS SHA L BE PROCURED AND INSTALLED WITH DOWNDLT BRACKETS AND EAW WRY CLAMPS SUPPLIED BY ANTENNA MANUFACTLIR OAX GROUND KITS, COµ( WEATHER PROOFING. SNAP -IN HANGER CLAMPS AND OISTING GRIPS SHALL BE PROVIDED BY THE CONTRACTOR TO THE UBCONIRACTDR FOR INSTALLATION. KITS (TYP. OF 2) AT 5' ABOVE GROUND BETWEEN CABINETS NOTES I. DEPTH V WILL BE MINIMUM OF 367 FROM FINISH STONE GRADE OR DEEPER BASED UPON NATIONAL ELECTRICAL CODE, UIRIIY REQUIREMENTS OR STATE AND LOLL CODES 2. PEA STONE, RED - COLORED TOP. WAY BE USED IN PLACE OF COMPACTED SAND. FINISHED GRADE, OR GROUND GUYER MATCH SLOPE AND THICKNESS Of DO TRENCH UNDISTURBED --CAUTIONARY TAPE ACTED BADKFIL W/ SATISFACTORY NATIVE OR IMPORTED SOIL m(' COMPACTED SAND (SEE NOTE 2) PACTED SAND BED SEE NOTE 2) MGM FOR TELEPHONE, ELECTRICAL. WHERE APPLICABLE (iTP) .CONDUIT SIZE, TYPE, QLAANITIY AND SEPARATION DIMENSKNN TO BE VERIFIED WITH LOCAL UHM COMPANY REQUIREMENTS DIRECT BURIED CONDUIT z SCALE: N.T.S. A-6 FLEX CONDUIT CONDUIT BODY SCH. BO CONDUIT ABOVE GRADE PROPOSED GRAD CONCRETE PAD AN . _ `T�i -.: SON. 40 PVC SCH. 40 PVC CONDUIT S 1 - ANTENNA PER SECTOR CONFIGURATION SCALE: N.T.S. p_6 UNDERGROUND CONDUIT STUB -UP(3) SCALE: N.T.S. A -6 H OFL J a a r c h i t e e t s i bN e n g 1 n e e r s P- 101 PATS auaal. r awl -2B6B cm, M n1 -L'°09 rNe ONTI Wx1 -D99 SITE NAME: CROSS ROADS SITE N0. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 at &t Loom PLAZA 1 ANN = NX SIDE = (ANN AMEN, M 230F0 ' vC STOPHER D. MORIN N 032904 �OlPAL G BC ARCHITECTS ENGINEERS FALLS CHURCH, VA z ANTENNA DETAIL$ o iINAL coNSmucraN DRAWINGS 0R BIIO �02-12-099 A -09 PREIIMINAR! CONSTRUCIgN DRAWINGS GMW BNO $G' '- w+AWnac REVISIONS BY CHK APYD c VA- CV393A -A —U D SCAM. As SHOWN DESI(.71ED B. DINNN DRAWN GM NOTES: 1. SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SITE TO DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER SECTOR FACE. 2. THE STANDARD IS BASED ON EIGHT COLORED TAPES -RED, BLUE, GREEN, YELLOW, ORANGE, BROWN, WHITE, AND SLATE(GREY). THESE TAPES SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR CONTRACTOR ON SITE. 3. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON 'CABLE MARKING COLOR CONVENTION TABLE'. 4. ALL COLOR CODE TAPE SWILL BE 3M -35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING. 5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A MINIMUM OF 3' WIDE AND SHALL WAVE A MINIMUM OF 3/4' OF SPACING BETWEEN EACH COLOR. 6. ALL COLOR BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM OF 3/4' WIDE. 7. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE -TO -SIDE. CABLE MARKING COLOR TABLE SECTOR CABLE E CABLE CABLE REMOTE EL C. TILT Al GMA TYPE A3 A4 SECTOR 6x6 STACKED APPLICATION . Al 742236 WITHOUT RET ANTENNA SIDE CABLES ALPHA A X 1 GREEN EN r2B 3 GREEN 4 GREEN 7/8' CABLE E CABLE CABLE SECTORS B1 - B3 B4 SECTOR LEFT TO RIGHT FACING LADDER (OUTSIDE LAYER) - JUMPER CABLE (TYP) COLORED TAPE BETA B. Y 1 BLUE UE 3 BLUE 4 BLUE 81 CABLE CABLE CABLE CABLE 0' Cl C2 C3 C4 SECTOR VIEW FACING TOWER BLUE 2 - GAMMA, C, Z - 2 - CH1 C CH1 C� H 1 WHITE 2 WHITE 3 WHITE 4 WHITE Al s � GAMMA C, OR Z ALPHA, A, OR X RF CABLES RF CABLES C1 11f111 CIO Al 1NRU A10 As Rtoro As REO'o m C1 B1 BETA. B, OR Y RF CABLES Bt IHRU 810 � AS REOb ANTENNA SECTOR AND CABLE DEFINITION AV M e 2 U o O r a r c h i t e c t s o e n g i n e e r s ANTENNA AND COAX CABLE SCHEDULE SECTOR ANTENNA TAGS ANTENNA ANTENNA RADIUS CENTER REMOTE EL C. TILT COAXIAL LADDER ASSIGNMENT GMA TYPE COAXIAL IARI F I FNGTH COAXIAL CABLE DIAMETER COLOR 6x6 STACKED APPLICATION . Al 742236 WITHOUT RET ANTENNA SIDE CABLES 84' LEFT TO RIGHT FACING LADDER (1ST LAYER AGAINST LADDER) 1 70P JUMPER CABLE (TYP) 132' 7/8' B1 B2 W1 O W3 W4 132' 7/8" SECTORS SECTORS - - - A B C A B C LEFT TO RIGHT FACING LADDER (OUTSIDE LAYER) - JUMPER CABLE (TYP) COLORED TAPE GREEN G7 G2 G3 G4 O B4 7/8' GREEN (SEE TABLE) 81 742236 WITHOUT RET 2 84' 2' 0' COAX ORIENTATION ON TRAPEZE 132' MAN coAx (Tw) BLUE 132' VIEW FACING TOWER BLUE 2 - - - 2 - CH1 C CH1 C� H G1 G2 G3 G4 3 BLUE ANTENNA ANTENNA BLUE C1 "MAIN" GMA "DIVERSITY" GMA 81 82 O B4 2' SURGE BTS BTS W1 W2 W3 W4 4 ARRESTOR (TYP) � CHI CH2 CH3� -CHI CHI —C. 3 - - - - COAXIAL LADDER ASSIGNMENT - GMA WHERE REO'D 132' 7/8' NOT STACKED APPLICATION 132' 7/8" WHITE (SINGLE ROW) BOTTOM JUMPER CABLE OYP) 5 LEFT TO RIGHT (FACING TOWER) \ RADIO SIDE CABLES G1 D1 W1 G2 B2 W2 G3 B3 W3 G4 O W4 ANTENNA AND COAX CABLE SCHEDULE SECTOR ANTENNA TAGS ANTENNA AZIMUTH RADIUS CENTER REMOTE EL C. TILT MECHANICAL DOWNTI T GMA TYPE COAXIAL IARI F I FNGTH COAXIAL CABLE DIAMETER COLOR (1) SET OF 3- WIDE BANDS. Al 742236 WITHOUT RET 45' 84' 2' 0' 3 SEC 1900E -F 132' 7/8' GREEN 132' 7/8" GREEN 1 - - - - - - - 132' 7/8" GREEN 132' 7/8' GREEN THE SHELTER. (IF SHELTER IS USED) 81 742236 WITHOUT RET 200 84' 2' 0' 3 SEC 1900E -F 132' 7/8' BLUE 132' 7/8' BLUE 2 - - - - - - - 132' 7/8" BLUE 132' 7/8" BLUE C1 742236 WITHOUT RET 300 84' 2' 0' 132' 7/8" WHITE 132' 7/8" WHITE 3 - - - - - - - 132' 7/8' WHITE 132' 7/8" WHITE SITE NAME: CROSS ROADS F �,M I- 101 SITE NO. CV393A THIS °NRDL M t S= 101 M. (101) 811-0400 FAC D00) m -n00 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 ANTENNA COAX DETAILS & NOTES SCALE: N.T.S. p_7 6§atm IBAL7 1 1801 m A°. mm 300 GIFII WJEIL M ODO80 2-01 FOUL CONSTRUCTION DRAW DR III 9-09 PRttI -- CONSTRUCTION DRAWINGS CYW 8 TE REVbpNS BY c AS SHOWN IDESIGNm B. Q limAwN GNW BTS EQUIPMENT CABLE MARKING LOCATIONS DIAGRAM ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS TABLE NO. TAPE TAG LOCATIONS 1 X EACH TOP- JUMPER SHALL BE COLOR CODED WRH (1) SET OF 3- WIDE BANDS. EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET OF 3' WIDE BANDS NEAR THE 2. X TOP- JUMPER CONNECTION AND WITH (1) SET OF 3/4' WIDE COLOR BANDS JUST PRIOR TO ENTERING THE BTS OR TRANSMITTER BUILDING. 3. X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. (IF SHELTER IS USED) ALL BOTTOM JUMPERS SHALL BE COLOR CODED 4. X WITH (1) SET OF 3/4" WIDE BANDS ON EACH EN OF THE BOTTOM JUMPER. ALL BOTTOM JUMPERS SWLLL BE COLOR CODED 5. ' ' WITH (1) SET OF 3/4" WIDE BANDS ON EACH EN OF THE BOTTOM JUMPER. _ A- -- 4WTES TAG OR TAPE.) L/ Ni 5 lr`PT -TER D. 2 C ARCHITECTS ENGINEERS Hid FALLS CHURCH, VA L(JVu /u984 a, ANTENNA DETAILS oRA797A-7 TA C CANOPY SHAl1 BE SITE PRO 1 PMT JCDVIO18 OR EOLNL \ 1 \ 1 \`TlPrAL /� GALV PIPE (IYP.) � � 9W17 (INSTAUED BESIDE PAD) r ANdE \ 1 ISOMETRIC ', score No Sr PLAN VIEW ISOMETIC 2 N.T.S. p_g 18' -0 - -. —� 10' -0" _ LIGHTING NOTES: 24X10' GRIP STRUT 24X10' TON MOUNTED THE GRIN STRUT GRIP STU CANOPY SIDE TE THE SIDE OF CANOPY OPPOSITE CABINETS. AIM LOWS AT CARPETS BI PROPOSED UCHT FIXTURE SH&L BE SIIELDED IN ACCORDANCE WITH FLODDUGHT NBEIA/RLE COUNTY REOUR£MENR (I1P.) AND OPERATED BY MOTION CANOPY POLE -� SENSOR. All PROPOSED LIGHTING IS FOR TEMPORARTY MAINTENANCE AND SECURITY USE ONLY. o — FLOODLIGHT - OTY 2 - (DUAL LEAD HALOGEN /QUARTZ) FROM H -FRAME 1/2' FELX— FLOOIXOFTT uoDNr CONCRETE PAD CONCRETE PAD STRAP TO POLE (SEE SPECIFIC 0 4' C.C. J MFR SPECS FOR POLE MOUNT) 12'1 CASSON SIDE ELEVATION a FRONT ELEVATION + F (1DD1 LII TAI s N.T.S. p_g N.T.S. p_g - .T.S. SITE NAME: CROSS ROADS 3 u N BC ARCHRECTS ENGINEERS FALLS CHURCH, IN 2 s�tOAKK SITE W0. CV393A 6m'=mxSm3w No 3�ys4 0 02-,2 -OB fP1AL CONSTRIICTIOH dUWINGS OR ONO . -•�� FALLS 2SUa,RI CMAOM M 73011 -7l6! 1FL M R,-N100 atR` L7r CANOPY DETAILS � A oT -os -ov PREIIMINA7if wI7s1RUC11oN duwlNCS c11w Uuq a r c h i t e c t s FA full nI-RTOD 3514 MONACAN TRAIL HIGHWAY Lem I'm , 2 (G O o1+ArnNO NLMm3m REV NORTH GARDEN, VA 22959 3 ♦ N0. DATE REVISIONS By CHK VA- CV393A -A -8 0 e n g I n e e r S 'SST ,,, ,(� :: SCALE AS lDESIONE O B. OUNN oRAwN cMw ' PROPb! 20'x20' WOOD FENCE PLAN SCALE: 3/32' =1' -0' A-9 AT&T 5 GATE 1'x4' VERTICAL SITE NAME: CROSS ROADS SFE NO. CV393A 3514 MONACAN TRNL HIGHWAY NORTH GARDEN, VA 22959 MEMBER P.) (TY ANCHOR /35 FRIMPNG a /PNCFIOR (TYP.) 2'x4' HORIZONTAL L BC ARCHITECTS ENGINEERS 21 51 FALLS CHURCH, VA z MEMBER (TYP.) 4'x4' WOOD POST WOOD FENCE PLAN AND DEVILS o al -lz -0s nN CoN51RUCf10N oRAWmcs (M.) (USE 6x6 0 B sm n 01 -0s -M PRELNNNARY coNSYRUCTION DPAW FENCE CORNERS 9M0 BMo W. DATE RtvaloNS a GATE POSTS) /x 1� DRAWING NUMBER m salc As sNaWN Dcs1GNm B. GUINN DRAWN 60 CONCRETE FOUND4710N SECTION A- mm, ,. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL NUS SHALL BE jb PENWWEIQfT COMMON WIRE NAILS. 3. NAIL 1x4 VERTICAL MEMBERS AT EACH GIRT. GATE ELEVATION 2 SCALE: 3/16' =1' -O' KA EP m FENCE SECTION DETAIL 3 SCALE: 3/16' =1' -O' KtP J "Rif jut o O1 F-AUS —CKMt A-220-41 TEL N a r c h i t e c t s FAt paT) 811 -I]00 e n g i n e e r s ° SITE NAME: CROSS ROADS SFE NO. CV393A 3514 MONACAN TRNL HIGHWAY NORTH GARDEN, VA 22959 at &t LOM FLO 1 m = 0. m am Gd Nttq N T4e'0 a OPT -TER D. tip Nu u9s4 Z l (O of, w`� L BC ARCHITECTS ENGINEERS 21 51 FALLS CHURCH, VA z WOOD FENCE PLAN AND DEVILS o al -lz -0s nN CoN51RUCf10N oRAWmcs DR B sm n 01 -0s -M PRELNNNARY coNSYRUCTION DPAW cMw 9M0 BMo W. DATE RtvaloNS BY /x 1� DRAWING NUMBER m salc As sNaWN Dcs1GNm B. GUINN DRAWN GMw „•_ VA- CV393A -A -9 0 SITE WORK GENERAL NOTES: 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRIVING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHILL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER EF RUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND /OR LOCAL UTILITIES. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT &T SPECIFICATION FOR SITE SIGNAGE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO ROW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 0 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR i EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. I n ii. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABALJZED TO PREVENT EROSION. 1 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING j CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING ` CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION'S GUIDELINES FOR EROSION AND SEDIMENT CONTROL STRUCTURAL STEEL NOTES: 1. ALL STEEL WORK SHALL BE PAIRED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND N ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 2. ALL WELDING SHALL BE PERFORMED USING E7OXX ELECTRODES AND WELDING SHALL CONFORM TO AEC. WHERE FILET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE Arc 14WUAL OF STEEL CONSIRIICIRIN•. PAINTED SURFACES SHALL BE TOUCHED UP. 3. BOLTED CONNECTIONS SHALL. BE ASTM A325 BEARING TYPE (3 /4Y) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 4. NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DN ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHU BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATON FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS NO REBAH SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE SPECIAL INSPECTIONS. REQUIRED BY GOVERNING CODES, SHALL BE PERFORATED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS & ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS STEM. WASHERS. CONCRETE AND REINFORCING STEEL NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AI 301, ACT 318, ACT 336, ASTM A184, ASTM A1115 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN -PUCE CONCRETE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH O 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE 3- REINFORCING STEEL SEOUL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS 'B' AND ALL HOOKS SHAWL BE STANDARD, UNO. THE FOLLOWING MINIMUM CONCRETE COVER SKIll BE PROVIDED FOR REINFORCING STEEL 4' UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ........3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: 16 AND URGER ..........................2 IN. 15 AND SMALLER & WWF 1 1/2 IN, CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND SLAB AND WALL ........................3/4 IN. BEAMS AND COLUMNS ...............1 1/2 IN. 5. A CHAMFER 3/4' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACT 301 SECTION 4.2.4. 6. CONCRETE /EXPANSION ANCHORS SHALL BE STAINLESS STEEL. INSTALLATION ' SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE THE ANCHOR BOLT, DOWEL OR ROD SKILL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REDM SHALL O CUT WITHOUT PRIOR ONGINEERNG APPROVAL WHEN DRILLING HOES IN CONCRETE EXPANSION BOLTS SHALL. BE PROVIDED BY RAMSEF /REDHEAD OR APPROVED EQUAL GENERAL NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FDLLOW1NG DEFINITIONS SHALL APPLY: CONTRACTOR - BECHTEL SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT &T OEM - ORIGINAL EQUIPMENT MANUFACTURE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE COISIRUCTION DRAWINGS. ANY DISCREPANCY FOUND SKILL BE BROUGHT TO THE ATTENTION OF CONTRACTOR 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL L BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGUATIN$ AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL MPROPMA E NOTICES AND COMPLY WIM ALL LAWS, ORDINANCES, RUES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUIHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND URUTY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL COOS, ORDINANCES AND APRUCABLE REGULATORS. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE MENDED TO SHIOW OUTLINE ONLY. S. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INATALATI NS AS DIICATED ON THE DRAWINGS. 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 7. F THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE NSTALIATON FOR APPROVAL BY THE CONTRACTOR. 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUCT, POWER AND TI CABLES. GROUNDING CABLES AS SHOWN ON THE POWER GROUNDING AND TELCO PLAN DRAWING. 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURIE, LANDSCAPING AND STRUCTURES. ANY DAMAGED PMT SHIN. BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACIUFY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 11. SUBCONTRACTOR SHILL LEAVE PREMISES IN CLEW CONDITION. 12. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782- ODD- WS-AOOZ- 00002, 'GENERA CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT &T GSM SAES.' NOTES: 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A OUAIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. 3. AS M ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED SOIL' BASE SHALL BE COMPACTED WITH 'COMPACTION EQUIPMENT', LISTED BEN, TO AT LEAST 90% MODIFIED PROCTOR MAXMUM DENSITY PER ASTM D 1557 METHOD C. 4. COMPACTED SUBBASE SHALL L BE UNIFORM & LEVELED. PROVIDE 6' MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3' LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100 S PASSING 1' SLEEVE. COMPACTION EQUIPMENT: HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR DR JUMPING COMPACTOR. SOIL COMPACTION NOTES FOR SLAB ON GRADE ABBREVIATIONS AGL ABOVE GRADE LEVEL BTS BASE TRANSCEIVER STATION (E) EXISTING MIN MINIMUM N.T.S. NOT TO SCALE REF REFERENCE RF RADIO FREQUENCY T.B.D. TO BE DETERMINED T.B.R. TO BE RESOLVED TYP TYPICAL REQ REQUIRED EGR EQUIPMENT GROUND RING AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS EG EQUIPMENT GROUND DOW BARE COPPER WIRE SHAD SMART INTEGRATED ACCESS DEVICE GEN GENERATOR IGR INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION SYMBOLS S G SOLD GROUND BUS BAR PFNI SOLD NEUTRAL BUS BAR F R SUPPLEMENTAL GROUND CONDUCTOR l 2 -POLE THERMAL- MAGNETIC 0 o CIRCUIT BREAKER SINGLE -POLE THERMAL - MAGNETIC 0 o CIRCUIT BREAKER e CHEMICAL GROUND ROD ® GROUND ROD 'Q GROUND ROD W/ INSPECTION WELL DISCONNECT SWITCH ® METER ■ CADWELD TYPE CONNECTION 0 COMPRESSION TYPE CONNECTION GROUNDING WIRE 3 SffE NAME CROSS ROADS t r(r�n np F D FALLS CTS ENGINEERS ,5m P SITE W0. CV393A Z fN FALLS CHURCH, VA (, at &t o InI -400D D o2 -12 -.2 nNAL CaNSTRUOnoN DRAWINGS DR BMO I3YOU Nu ,12964 a .r NOTES � Z a r c h i t e c t s FAC RAIL AI -M 3514 MONACAN TRAIL HIGHWAY L M PIAIA I A 01 -091.2 PROUMINARY CONSTRUCTION DRAWINGS cYW NAO 84 .N i NORTH GARDEN, VA 22959 MI = FA BUIE 000 No. ANTE REVISIONS BY pIK APP. or - DRAWING NUMBER Rn c e n g i n e e r s °D1' r 2M SCALE: AS SHOWN DESIGNED B. QUINN DRAWN Gm VA- CV393A -A -10 0 PROJECT NARRATIVE 1. PROJECT NARRATIVE: THIS PROJECT WILL INSTALL ON 10'x12' CONCRETE SLAB WITH EQUIPMENT CABINETS AND ONE STEEL MONOPOLE 10' ABOVE REFERENCE TREE, AT NEW TELECOMMUNICATIONS FACILITY. ASSOCIATED POWER AND TELEPHONE CIRCUITS WILL BE ADDED WITHIN THE SITE. THE ESTIMATED DISTURBED AREA = 2466.92 SF 2. EXISTING SITE CONDITIONS: THE SITE CONSISTS OF SLOPING WOODED LAND. 3. ADJACENT AREAS: ADJACENT AREAS CONSIST OF RURAL AREAS. 4. OFF -SITE AREAS: NO GFF -SITE AREAS WILL BE USED. 5. SOILS: SOILS INFORMATION WILL BE DEVELOPED DURING FOUNDATION DESIGN. 6. CRITICAL AREAS: THE SITE SLOPES DOWN TO THE SOUTHEAST. IT IS HEAVILY WOODED WITH GOOD GROUND COVER. 7. EROSIONAND SEDIMENT CONTROL MEASURE: A SILT FENCE WILL BE THE PRINCIPAL E &SC MEASURE ON THE SITE. OTHER MEASURES MAY BE TAKEN BY THE CONTRACTOR OR DIRECTED BY ALBEMARLE COUNTY IF UNFORSEEN CONDITIONS DEVELOP. A CONSTRUCTION PRACTICES: SILT FENCE BARRIER - 305 SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW AND ALSO USED AS TREE PROTECTION. INSTALLATION WWLL OCCUR PRIOR TO ANY LAND DISTURBANCE. B. VEGETATIVE PRACTICES: TEMPORARY SEEDING - 331 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THEN 7 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF SEED MDCTURE SHALL DEPEND ON THE TIME OF YEAR THAT IT IS APPUED, AND SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND CONTROL HANDBOOK. TREE PRESERVATION AND PROTECTION - 3.38 TREE PROTECTION SHALL BE USED TO ENSURE THE SURVIVAL OF DESIRABLE TREES. C. MANAGEMENT TEG.!ES 1. CONSTRUCTION TRAFFIC WILL BE LIMITED TO ACCESS ROADS AND AREAS TO BE GRADED. ALL TRAFFIC WILL BE PROHIBITED FROM CROSSING DRAINAGE SWALES EXCEPT WHERE ABSOLUTELY NECESSARY 2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING SEPARATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 3. THE AMOUNT OF AREA DISTURBED SHALL BE MINIMIZED AT ANY ONE TIME. NEW CONSTRUCTION SHALL BE COMPLETED PRIOR TO ADDITIONAL LAND DISTURBING ACTIVITY. 4. TEMPORARY SEEDING OR OTHER STABNZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. ALL STABILIZATION SHALL BE IN ACCORDANCE WITH E &S HANDBOOK AND SHALL BE APPROVED BY THE COUNTY. 5. AREAS NOT TO BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT EROSION AND SEDIMENT CONTROL PRACTICES. 6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 7. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E &S CONTROLS WILL BE CLEANED UP AND REMOVED NO E &S MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE COUNTY INSPCTOR. 8. TREE PROTECTION: TREE PROTECTION AND APPROPIATE WORK PRACTICES SHALL BE USED TO ENSURE THAT ONLY THOSE TREES DESIGNATED FOR REMOVAL ARE ADVERSELY IMPACTED. REGARDLESS OF THEIR DISTANCE FROM THE FACILITY. TREE PROTECTION FENCING TO REMAIN WHERE INDICATED (SEE SHEET 02 -A) 1. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR. 2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED. 3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. 4. ALL SPECIFIED MATERIAL FOR EACH LOCATION -E.G-, OUTDOORS, INDOORS - OCCUPIED, INDOORS- UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRE BY THE NEC. 5. RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET EXCEPT INSIDE MONOPOLES OR LATTICE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. 6. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA CABLE RUNS. 7. DRIP LOOPS SHALL BE REQUIRED ON AL OUTSIDE CABLES, CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT. 8. ALL FEEDER LINE AND JUMPER CONNECTORS FOR CINGULAR FOR GSM SHALL BE CINGULAR APPROVED 7/16 DIN CAI-BE CONNECTORS SHAT MEET IP68 STANDARS. 9. 7/16 DIN CONNECTORS REQUIRE NO ADDITIONAL WEATHER PROOFING IN INDOOR APPLICATIONS IF INSTALLED AND TORQUED PROPERLY. IN OUTDOOR APPLICATIONS WEATHER PROOFING IS REQUIRED AND THE FOLLOWING PROCEDURE SHOULD BE FOLLOWED: APPLY A 'COURTESY' WRAP OF THE LAYER OF 7 MIL THICK VINYL ELECTRICAL TAPE EXTENDING APPROXIMATELY ONE (1) INCH ON EACH SIDE 0 THE COAX CABLE /CONNECTOR JUNCTURE USING WEATHERPROOFING KIT APPROVED BY CALBE MANUFACTURE AND CONTRACTOR. START TAPE APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHRE INCH OR TWO. ADD THE BYTYL RUBBER AND FINISH WITH A FINAL LAYER OF TAPE. 10. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED, BY THE LANDLORD OR AUTHORTIY HAVING JURISDICTION IN ACCORDANCE WITH ANTENNA MANUFACTURES' SURFACE PREPARATION AND PAINTING REQUIREMENTS. 11, CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUND AT THE TOP OF THE TOWER, WITHIN 10 FEET OF THEIR CONNECTORS, AND AT THE BOTTOM OF THE TOWER ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY. THEY SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 100 FEET AND 200 FEET HIGH, AND AT INTERVALS OF 100 FEET OR LESS ON TOWERS THT ARE HIGHER THAN 200 FEET. 12. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE COAXIAL TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE TOWER, AND THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS. 13. ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET REQUIREMENTS. 14. MHA/TMA'S TO BE INSTALLED AT TOWER TOP, SWILL BE SUPPLIED TO THE SUBCONTRACTOR (WHERE REQUIRED) AND INTALLED BY THE SUBCONTRACTOR, THE GROUND CONDUCTORS OF THE TMA MAY BE BONDED DIRECTLY TO THE TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS. 15. ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED IN ACCORDANCE WITH THE REQUIREMENTS OF CINGULAR -GSM SERVICES PROJECT DOCUMENT NO.24782- D00 -3PS- EEYO - 00001. CONTRACTOR WILL NOT ACCEPT A RADIO SIGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS. 16. VERTICAL CABLES, WIRING AND SIMILAR ATTACHMENTS MUST BE CONTAINED WITHIN THE MONOPOLE'S STRUCTURE. 17. ALL ELEMENTS TO BE PAINTED BROWN TO MATCH EXISTING SURROUNDINGS. 0 3 09-30-081 CMIOTT COMMENTS CLAW BM0 smo ^ 209 -29 -08 CLIENT COMM cuw LTNO AHG rr 1.. rT �' FALLS CHURCH, GIVEERS SITE NAME: CROSS ROADS r1� n. AU � at &t NOTES TEL M 671 -MM 0 02 -12 -09 FINK CONSTRUCTION DRAWINGS M BM0 BM0 L� H FAC (01 8 1- ao9 3514 MONACAN TRAIL HIGHWAY UaBLR PLAZA 1 A o1 09 -09 PRLIJMINARY CONS RUCMX DRAWINGS DR BM0 D A0 a r c h i t e c t s MI 00X RD, 5 = DRANING NUMBER REv o e n g i n e e r s NORiH GARDEN, VA 22959 tuTl W1Dt 2w5o ND. DATE REV5KIN5 er c5B APP SCALE: AS SHOWN DESIGNED B. QUINN DRAWN GMW. _ / 1 VA- CV393A -A -1 i 3 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4 -X 4' TRENCH UPSLOPE ALONG THE LINE OF STAKES e NAX. f �`Il iiGl �Jrllll 3. STAPLE FILTER MATERIAL 4, DACKFH.L AND COMPACT TO STAKES AND EXTEND THE. EXCAVATED SOIL. IT INTO THE TRENCH. _ c SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) j / - ..Wt POINTS A SHOULD BE HIGHER THAN POINT H. DRAINAGEWAY INSTALLATION MNOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION. 1992 CONSTRUCTION OF (WITH WIRE SUPPORT) FEE CH UP—PE ­NG THE NE �I I( �1 �•� �i��i11 i'�� II I� ( li 31 i rT.nr.HER 1 ,2 84 2 (p 09 / �9,�,_ �� BC ARCHITECTS ENGINEERS FALLS CHURCH, VA Z f ®r FLOW I �� N & SEDIMENT CONTROL DETAILS 0, 02 -12 -0) FINAL CONSTRUCTION DRAwNGS T, nll$ pulldl A 01 -D9 -0e PRrUMINARr CDNSTRUCTIDN DRAWINGS 51111111 01 —111 All 1IRE NNO THE TRENCH' FTIFE I BMD - �' •'��'�� DRAwNC NMMBER STONE CONSTRUCTION ENTRANCE In,ruTl Tin -Lnllu _., ELEVATION SIDE Ia- PAVE W FUN N2. EXIST- ALINATI i r *T'R.— MUST EXTEND — WIaNN op—oN PLAN VIEW IT FILTEI l L 'T9— S E C T • REINUFDREED 1111111E ,ACE SECTION C C o SEE DRAWINGS G -1 AND G-2 FOR LOCATIONS OF EROSION AND SEDIMENT CONTROL STRUCTURAL PILES SF SILT FENCE STD 3.05 -1 SF SUPER SILT FENCE STD 3.05 -2 EROSION & SEDIMENT CONTROL DETAILS (7- z SCALE: N.T.S. CE CONSTRUCTION ENTRANCE STD 3.02 -1 1'j\bT$ OF o _ �LFXK FNLS CIAFUI, w 7A/1 -7861 O N a r c h i t e c t s IA ETDD 871 -1708 e n 6 n e e r s o g SITE NAME: CROSS ROADS SITE NO. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 aut Umm PU2A 1 AA01 COX R4 SUITE 23 7m DDI ALLEN, w 7]060 a rT.nr.HER 1 ,2 84 2 (p 09 / �9,�,_ �� BC ARCHITECTS ENGINEERS FALLS CHURCH, VA Z f N & SEDIMENT CONTROL DETAILS 0, 02 -12 -0) FINAL CONSTRUCTION DRAwNGS T, �, A 01 -D9 -0e PRrUMINARr CDNSTRUCTIDN DRAWINGS CAM' BMD - �' •'��'�� DRAwNC NMMBER — NO. DATE R6vlsroNS W CNN VA- CV393A -E &S -1 10 saLr: AS Slaws DcsIDNm & QUINN DRAWFI CMw 1. NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 7 CALENDAR DAYS UNLESS R IS AN ACTIVE WORK AREA OR OTHERWISE AUTHORIZED BY THE DIRECTOR OR HIS AGENT. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. 3. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE COMPACTED. SEEDED ND MULCHED WITHIN FIVE DAYS AFTER BAQKFlIL 4. ALL TDAWAY FARM BEDS, DIVERSIONS AND SILT DAMS SHALL BE NLCHED AND SEEDED WIN TEMPORARY VEGETATIVE COAT IMMEDIATELY AFTER GRADING. STRAW OR HAY MACH S REWIRED. 5. ANY DISTURBED AREA NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER IST OR DISTURBED AFTER THAT DATE, SHALL BE MULCHED MMEDNTELY WITH HAY OR STRAW AT THE RATE OF TWO TONS PER ACRE AND OVER -SEEDED BY APRIL 15TH. 6. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS SHALL BE STABILIZED. COUNTY INSPECTOR TO APPROVE REMOVAL OF ALL TEMPORARY SILTATION MEASURES. 7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE CONSTRUCTED AND MAINTAINED A CORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625 02 00. 8. ALL DSRNBED AREAS ARE TO DRNN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING TAD DISTURBING ACTMTIFS AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION 6 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 ENGINEERING DEPARTMENT. 10. PERMANENT OR TEMPORARY SOL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE S REACHED ON ANY PORTION OF THE WE TEMPORARY SOIL STA&WTKN SHALL BE AMIED WITHIN SEVEN DAYS TO DENUDED MFRS THAT WAY NOT BE AT FINAL GRAVE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. NQM 1. GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SILTATION CONTROLS AS DEEMED NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER SEDIMENT CONTROL. 2. ALL DIETING UNDERGROUND AND ABOVE GROUND UTIUDES TO BE RELOCATED AS NECESSARY TO ADCOMODATE THE PROPOSED IMPROVEMENTS. THE CONTRACTOR 6 RESPONSIBLE FOR CONTACTING LOCAL UTUTY COMPANIES PRIOR TO CONSTRUCTION. EROSION AND SEDIMENT CONTROL NMRRATNE (CONSTRUCT% SEOLIEw -rT 1. OWNER TO GIVE THE COUNTY INSPECTOR 48 HOURS NOTIFICATION TO SCHEDULE AN ON -SINE PRE - CONSTRUCT)ON MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED RFSPONSIBLE [AND DISTURBER (CRLD) MUST ATTEND THE PRE- CONSmI1C" MEETING. 2. AT THE TIME OF THE PRE - CONSTRUCTION MEETING, TWO STANDARD SINS SHALL BE INSTALLED ED ON EACH SIDE OF THE CU40WTI N ACCESS. THESE SIGNS SHOULD STATE EITHER 'CONSIRUCTNIN ENTRANCE NERD' OR `TRUCKS ENTERING HIGHWAY. 3. VISTA L CONSTRUCTION ENTRANCE. 4. INSTALL SILT FENCES IN THEN LOCATIONS AS SHOWN ON PLAN. 5. ILEA STE. 6. ROAD CONSTRUCTION, 7. CONSTRUCT TOWER At EOUIPMENT WITHIN FENCED COMPOUND. 8. PERMANENTLY STABUZE DISTURBED AREAS PER VIRGINIA EROSION AND SEDIMENT CONTROL STANDARD AND SPEC. 3.32. 9. REMOVE E!S CONTROLS WITH THE SITE INSPECTORS PERMISSION. VEGETATIVE BUFFERS A VEGETATIVE BUFFER WILL BE PRESERVED MOUND ALL PARTS OF THE PERIMETER OF THE SITE THROUGHOUT THE WORK FLOW DISPERSION: STORM WATER SHEET FLOWS ACROSS THE SITE FROM NORTH TO SOUTH. SITE SFRRITMIY: ALL THE SILT FENCES SHOULD PREVENT SILT FROM ENTERING ANY DOWNSTREAM STORM SEWER SYSTEM. THERE S NO PROPOSED SOL STOMPILNC OR BORROWING. M9B; 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR ClE44UP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEICES SHALL BE MADE IMMEDIATELY. THE FOLLOWING ITEMS WILL BE CHECKED, IN PARTICULAR: 2. THE SILT FENCE RAMER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND S MMAED. AREAS SHOULD BE FE]TOUZEDD AND RE -SEEDED M NEEDED. 4. CONTRACTOR S RESPONSIBLE FOR MAINTAINIG ESC CONTROLS DURING CONSTRUCTION. 5. INSPECTION TO BE CONDUCTED SFW1 BE PER NELSON COUNTY STANDARDS AND REQUIREMENTS. CONTRACTOR S RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS, 6. SILT FENCE SHALL BE CHECKED AFTER EACH "OR STORM EVENT OR ONCE PER WEEK. SEDIMENT SHALL BE REMOVED AFTER R BECOMES 1/3 HEIGHT OF SILT FENCE. 7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDMIM CONTROLS WILL BE CONSTRUCTED ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 3RD ED. 1992. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION: THE PROPOSED LAND DISTURBING ACTIVITY IS LOCATED APPROOMATELY 540' NORTH OF RT. 29, NEAR FABER, VA THE PROJECT WILL INCLUDE A DISTURBED AREA OF 500 SF; THE DEVELOPED SITE CONSISTS OF A WOODPO.E TOWER & EQUIPMENT PAD WITHIN A 20'%20' GRAVEL COMPOUND, CONNECTED TO RT. 29 BY AN DOSTNG GRAVEL ACCESS ROAD. THERE ARE NO KNOWN CRITICAL AREAS THERE ARE NO DOSTNG STRUCTURES THE PARENT PARCEL 6 WOODED. STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE AND STONE CONSMUCDON ENTRANCE. ALL MEASURES SELECTED ARE STANDARD ESC ITEMS FOR THIS APPLICATION. ANY DISTURBED AREA DENUDED FOR SEVEN DAYS THAT S NOT IN ACTIVE WORK AREA TO BE TEMPORARILY SEEDED. VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF ALL GRASS AREAS. MANAGEMENT STRATEGIES' 1. CONSTRUCTION WALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS OUGKLY AS POSSIBLE. 2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. SEE VA E&SC HANDBOOK 3.31 -B FOR SEEDING SPECIFICATION (BELOW). 3. AREAS WHICH ARE NOT TO BE DISTURBED WALL BE C EARLY MARKED BY FLAGS, SIDS, ETC. 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND AWMEWICE OF ALL ESC PRACTICES AND SHALL BE A 'RESPOSIBE LAND DISTURBER' WITH A CERTIFICATE FROM THE VA DEPT OF CONSERVATION AND RECREATION. 5. AIER A711EANG ADEQUATE STABILTZATKN THE TEMPORARY ESC MEASURE WILL BE CLEANED UP AD REMOVED, ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR. SITE NAME: CROSS ROADS SITE NO. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 PERMANENT STABLOAl10ft ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO SID. AND SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBDOK. EROSION CONTROL BLANKETS WILL BE INSTALLED DOER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES PROPERLY. MULCH ( STAW OR FIBER ) WILL BE USEDON RELATIVELY FIAT AREAS. N ALL SEEDING OPEMTKNS, SEED FERTIM AND LIE WILL BE APPLIED PRIOR TO MULCHING. -APPLY [ME AT TWO (2) TORS/ AC OF OVERSIZED AMICULTINAL GRADE LIMESTONE. -APPLY FERTILIZER AT 1000 LBS/ AC, 10 -20-10 OR EQUIVALENT NUIRII LBS. /1000 SF) -APPLY SEEDING AT 20001BS/ ACRE STORMWATER THERE ARE NO PROPOSED STOPoMATER MMYGEMENT STRUCTURES. TABLE 332 -D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT' AREA Total LDS. pCLARL_ ium Care Lawn Commercial or Residential - Kentucky 31 or Tu,FType Tall Fesae 569 COIIABA P. 5== <f -- - SVIF DUI F US CIU OL M 22U41 -2069 Kcamcky Bluegrass TR (9WT) 171-0W0 a r c h i t e c t s FAK (90D 171-600 e n g i n e e r s Wo VEGETATIVE BUFFERS A VEGETATIVE BUFFER WILL BE PRESERVED MOUND ALL PARTS OF THE PERIMETER OF THE SITE THROUGHOUT THE WORK FLOW DISPERSION: STORM WATER SHEET FLOWS ACROSS THE SITE FROM NORTH TO SOUTH. SITE SFRRITMIY: ALL THE SILT FENCES SHOULD PREVENT SILT FROM ENTERING ANY DOWNSTREAM STORM SEWER SYSTEM. THERE S NO PROPOSED SOL STOMPILNC OR BORROWING. M9B; 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR ClE44UP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEICES SHALL BE MADE IMMEDIATELY. THE FOLLOWING ITEMS WILL BE CHECKED, IN PARTICULAR: 2. THE SILT FENCE RAMER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND S MMAED. AREAS SHOULD BE FE]TOUZEDD AND RE -SEEDED M NEEDED. 4. CONTRACTOR S RESPONSIBLE FOR MAINTAINIG ESC CONTROLS DURING CONSTRUCTION. 5. INSPECTION TO BE CONDUCTED SFW1 BE PER NELSON COUNTY STANDARDS AND REQUIREMENTS. CONTRACTOR S RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS, 6. SILT FENCE SHALL BE CHECKED AFTER EACH "OR STORM EVENT OR ONCE PER WEEK. SEDIMENT SHALL BE REMOVED AFTER R BECOMES 1/3 HEIGHT OF SILT FENCE. 7. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDMIM CONTROLS WILL BE CONSTRUCTED ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 3RD ED. 1992. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION: THE PROPOSED LAND DISTURBING ACTIVITY IS LOCATED APPROOMATELY 540' NORTH OF RT. 29, NEAR FABER, VA THE PROJECT WILL INCLUDE A DISTURBED AREA OF 500 SF; THE DEVELOPED SITE CONSISTS OF A WOODPO.E TOWER & EQUIPMENT PAD WITHIN A 20'%20' GRAVEL COMPOUND, CONNECTED TO RT. 29 BY AN DOSTNG GRAVEL ACCESS ROAD. THERE ARE NO KNOWN CRITICAL AREAS THERE ARE NO DOSTNG STRUCTURES THE PARENT PARCEL 6 WOODED. STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE AND STONE CONSMUCDON ENTRANCE. ALL MEASURES SELECTED ARE STANDARD ESC ITEMS FOR THIS APPLICATION. ANY DISTURBED AREA DENUDED FOR SEVEN DAYS THAT S NOT IN ACTIVE WORK AREA TO BE TEMPORARILY SEEDED. VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF ALL GRASS AREAS. MANAGEMENT STRATEGIES' 1. CONSTRUCTION WALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS OUGKLY AS POSSIBLE. 2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. SEE VA E&SC HANDBOOK 3.31 -B FOR SEEDING SPECIFICATION (BELOW). 3. AREAS WHICH ARE NOT TO BE DISTURBED WALL BE C EARLY MARKED BY FLAGS, SIDS, ETC. 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND AWMEWICE OF ALL ESC PRACTICES AND SHALL BE A 'RESPOSIBE LAND DISTURBER' WITH A CERTIFICATE FROM THE VA DEPT OF CONSERVATION AND RECREATION. 5. AIER A711EANG ADEQUATE STABILTZATKN THE TEMPORARY ESC MEASURE WILL BE CLEANED UP AD REMOVED, ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR. SITE NAME: CROSS ROADS SITE NO. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 PERMANENT STABLOAl10ft ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO SID. AND SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBDOK. EROSION CONTROL BLANKETS WILL BE INSTALLED DOER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES PROPERLY. MULCH ( STAW OR FIBER ) WILL BE USEDON RELATIVELY FIAT AREAS. N ALL SEEDING OPEMTKNS, SEED FERTIM AND LIE WILL BE APPLIED PRIOR TO MULCHING. -APPLY [ME AT TWO (2) TORS/ AC OF OVERSIZED AMICULTINAL GRADE LIMESTONE. -APPLY FERTILIZER AT 1000 LBS/ AC, 10 -20-10 OR EQUIVALENT NUIRII LBS. /1000 SF) -APPLY SEEDING AT 20001BS/ ACRE STORMWATER THERE ARE NO PROPOSED STOPoMATER MMYGEMENT STRUCTURES. TABLE 332 -D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT' AREA Total LDS. pCLARL_ ium Care Lawn Commercial or Residential - Kentucky 31 or Tu,FType Tall Fesae 175- 20016a 95100% - Impro Pcrcnnial Rycgrau 65% Kcamcky Bluegrass 65% Hien -Ma'nt ce L =wn 211625016s - Kentucky 31 or TuA -Type Tall Fe,a C c Wo n Val or Ie«1 Kentucky 31 Fescue 128 lbs. Red Top G. 2 lbs. - Seasonal Nurse Crop ' 201M L.w -Nam ce elpy�4 , nan lD 15016 Kea i, 31 Fescue IFS lbs. - Rcd Top Crass 216s. Scasooal Nurse Crop • 2016s. CrownmEb •• 2016:. 15. Ib ' Use seasonal nurse crop in ac-d- with seeding dates as stated below: FMmary 16th through April ...................... Am ­l Rye May 1st through August 15th ..................... Foeuil Millet August 16th through Oeobc . ...................... Mnua1 Rye November through Fcbmary 15th .. - ............... Winter Rye Subs[itme S dr lespedeaa for C,.wmb east of Farmville, Va. (May through September use hulled S,6- a0 other periods, use uMWkd Seneca). If Flatpea n used in lieu of Gowmetch, increase rate to 301M. /acre. All legume seed mustM propctly inoculated. Weeping Lrv,g may be added,o",lope a^gow- maintewoa mu daring warmer seining periods: add ID20 lbs. /aae in atm B .LIRA I 40D1 = M SURE 300 MDI AUX M 2.1060 9 -DAR NEW DRAWA4G SHF2T 2 -09 FINAL CONSTRUCTION DRAWINGS 9 -09 PRELAWIARY CONSTRUCTION DRAWINGS m RMSIONs AS SHOWN DESIGNED B. DIINN A� 2l b 09 ARCHITECTS ENGINEERS FALLS CHURCH, VA SION & SEDIMENT CONTROL NOTES NC DRAWANG NIBern Rtv VA- CV393A -ES -2 A TABLE 331 -B ACCF.PTA LE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' PI­ in_ Da a <_ 5 Rate P9A.las19D Sept- 1- Feb. 15 50/50 Mu of Ammal Ryegrass (LMum nntDml mom- & 50 - 100 Cereal (Winter) Rye %Seale mreate) Fcb. 16. Apr. 30 Annual Rycgrass Kleham maid -noam) 60 - 100 May 1 - Aug 31 German Millet 50 (Seur'a'uFca) A� 2l b 09 ARCHITECTS ENGINEERS FALLS CHURCH, VA SION & SEDIMENT CONTROL NOTES NC DRAWANG NIBern Rtv VA- CV393A -ES -2 A GROUNDING NOTES 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LORING PROTECTOR, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL- OF- POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR CROWD ELECTRODE SYSTEMS. TESTING SHALL BE IN ACCORDANCE WITH SPECIFICATION 24782 - 000- 3P5 -EGDO -DOW+. USE OF OTHER METHODS MUST BE PRE - APPROVED BY CONIRACDR IN WRITING. 3. THE SUBCONTRACM SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SMALL MAINTAIN A MINIMUM DISGNCE BETWEEN THE ADDED ELECTRODE AND ANY OTHER EXISTING ELECTRODE EQUAL TO THE BORED LENGTH OF THE ROD. IDEALLY, CONTRACTOR SHALL STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO TWICE THE BURIED LENGTH OF THE RODS. 4. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEOUENCING GROUNDING AND UNDERGROUND CONDUIT NSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING MIEM OR DAMAGE TO THE CONDUIT. 5. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE EIECTRICA LY CONENCOUS WITH LISTED BONDING FITTINGS OR BY BONDING 12 BTCW FROM TELCO BOX ACROSS THE DISCONTINUITY WITH 16 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT C-AMPS. TO GROUND RING 6. METAL RACEWAY SHALL NOT BE USED AS THE NEC REWIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, 91ALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 7. CONNECTIONS TO THE GROUND BITS SH41-L NOT BE DOUBLED UP OR STACKED. M -TO -BACK CONNECTORS ON OPPOSITE SIDES OF • THE GROUND BUS ARE PERMITTED. B. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 9. USE OF W BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY PROPOSED POWOW ER d T ELCO PROPOSED R & SUPPORTED. N ALL CASES. BENDS SEAL BE MADE WITH A MINIMUM BEND RADIUS OF 8 INCHES WITH UTKTY COMPANIES 10. EACH INTERIOR BTS CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH #6 AWG STRANDED, G GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WARES. EACH OUTDOOR CABINET FRAME /PLINTH SHALL BE DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 1 2 AWG SOLD TIN -PLATED COPPER WIRE I It ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT /GROUND BARS AND THE GROUND RNG, SHALL BE 12 AWG SOLID J TIN -PLATED COPPER UNLESS OTHERWISE INDICATED. 12. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE CONNECTIONS TO ABOVE GRADE UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HAI MAE, INCLUDING SET SCREWS. HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USED WITH WRITTEN PERMISSION FROM CINGUVR i o o MARKET REPRESENTATIVE • 13. EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE G. CONDUITS: CONTRACTORS STRUCTURAL ENGINEER. GROUND RW INSPECTION WELL _ O _ _ _ .. _ ..� .. _ (1) Y SCH. 40 PVC (POWER) (1) 4' SCH. 40 PVC (TELCO) All WIRE TO WIRE GROUND CONNECTIONS THE INTERIOR GROUND RING SHAT BE FORMED I151NG HIGH PRESS CRIMPS OR SPUN EF BAIT CONNECTORS WHERE INDICATED IN THE DERNLS. BO CONNECT EQUIPMENT 1 PROPOSED ROUND ENTRANCE GROUND 15. ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE WVMD COPPER COMPRESSION CAP CONNECTORS MAY BE USED FOR WINE TO WIRE CONNECTORS. 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS SHALL GROUND RING TO TOWER / GROUND RING (TYP 2 PLCS) —GROUND RW 5 8 M 8' -0' COPPER CLAD (IYP.) BE USED FOR CDNNECDON TO All ROOFTOP BfS EQUIPMENT AND STRUCTURAL STEEL. 16. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERYDALY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND HAIR TOWER GROUND BAR — COPPER RING USING TWO HOLED MECHANICAL TYPE BRASS CONNECTORS AND STAINLESS STEEL HARDWARE MOUNTED TO TOWER (2) �2 \ 36' BELOW GRADE BTCW CAYNEID TO MOB / 17. APPROVED ANnOXIDANT COATINGS (I.E.. CONDUCTIVE GEL OR PASTE) SCOW. BE USED ON ALL COMPRESSOR AND BOLTED GROUND SLEEVE IN 3/4' PVC SEAL CONNECTIONS. TOP W/ SILICONE —� 18. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERAL 19. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SIWL BE BONDED TO TIME GROUND RING, IN ACCORDANCE WITH THE NEC. 20. BOND ALL METALLIC OHIECTS WITHIN 6 FT OF THE BURIED GROUND RING WITH J 2 SOLD AWG TIN -PLATED COPPER GROUND 3 CONDUCTOR, 21. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHMING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METNIIC N OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS WHEN IT IS REWIRED TO BE HOUSED N CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDOM. NDN- METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON - METALLIC CIMAT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SCOW. BE BONDED TO EACH END OF THE METAL CONDUIT WITH LISTED BONDING FIRINGS. SCALE IN FEET ELECTRICAL PLAN 5 0 5 10 20 30 3 SCALE; 1-=10' A —+ T� Q. �f SITE NAME: CROSS ROADS 3 "CHRISTOPHER D. BC ARCHITECTS ENGINEERS ^ FALLS CHURCH, VA 2W ELECTRICAL PLAN PMq MHE,D1 SITE N0. CV393A at &'t 0 02 -12 -09 FlNAL CONSTRUCTION DRAWINGS M OWROH W 2NMI -]B6W 032984 A 01 -09 -w PRELIMINARY CONS RucnoN DRAWINGS cMw o arch N r e c T s FRAY (�RRNT mT- m 3514 MONACAN TRAIL HIGHWAY smY HAA I 1 21 2 I G 9 C:::: REV i i NORTH GARDEN, VA 22959 GUN M" No. DATE RLV SK# 5 BY -<q r01VAL VA— CV393ABE -1 0 Sr., �. As SNDWN DESK:NED B. QUINN DRAWN c1A e n g n e e r s WDODPOLE ANTETWA GROUND BAR (CK;eO TOP TO ANTENNA OF MONOPOLE SEE NOTE 1- ANTENNA �� 12' 70 24' STANDARD GROUND KR (lYP)� I -GROUND LUG OR WEATHERPROOFING KR f IXOTIRERMIO WELD EXOTFERMC WELD (SEE NOTE 3) 16 AING STRANDED C0 ANTENNA GROUND BAR CAME GROUND KR YORE WITH GREEN, 6001, (CIGBE) BOTTOM OF THYN INSULATION (TED) MONOPOLE SEE NOTE 1. 16 AWG STRANDED Cu WIRE WITH GREEN, COAX CABLE T ERMIO wE10 6001, ThWN INSULATION (GROUNDED TO (TYP FOR All) GROUND BAR) (SEE NOTES 1 R 2) 12 AMC Cu SOLID BARE \_—RING GROUND 12 AWG TUNED COPPER WIRE BCW' SOLID. TINNED TO EQUIPMENT ENTRY PORT oNOPOLE FOUNDATION CONNECTION OF CABLE GROUND KIT TO VIA TRXf OR IOEDRDGE ANTENNA CABLE 12 AWG BCW SOLID TINNED 12 AWG BCW saO TUNED GROUND RANG IXOTMERMIC WELD TO AIDES MONOPOLE BASE PLATE I. DO NOT INSTALL CAME GROUND KR AT A BEND AND ALWAYS DIRECT [---NI ROD COPPER CLAD STEEL GROUND WIRE DOWN TO GROUND Rot NOD W/MN 5 /8'1X8' -0' LONG NOTE EXOTHERMIC WELD DYP.) 2. GROUNDING KR SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR 1. NUMBER OF GROUND BARS MAY VARY DEPENDING RECOMMENDED BY GNU MANUFACTURER. ON TIE 77YYPPEE OU INOHOPDLF, ANTENNA LOCATION AND CONNECTDIYORIFMATION. PROVIDE M REQUIRED. 3. WEATHER PROOFING SHILL BE (TYPE AND PMT NUMBER AS SUPPLIED ANTENNA CABLE GROUNDING — MONOPOLE RECOMMENDED CABLE MANUFACTURER.) TO EYCEEED 4455 DEGREES BE DRIVEN FROM THE Y' NOT DETAIL SCALE: N.T.S. E -2 NEWTON INSTRUMENT COMPANY. INC. BURNER, N.C. NO. RED. PMT NO. DESCRIPTION Ol 1 1/4 ".4'00 PRE DRILLED GND. BAR O 2 A -6056 WALL MTG. BRKT. O3 2 3061 -4 INSULATORS (�4 4 3012 -1 5/8'-110' H.H.C.S. O 4 3015 -8 5/8 LOCKWASHER DOUBLE CRIMP CONNECTION — NIERIOR GROUND RING - I Cl WELD DETAIL 1 SCALE: N.T.S. E -2 TERMINATING ORIGIN AAD DESDNATlm SECTION y - SURGE PROTECTORS CABLE ENTRY PORTS (HATCH PLATES) (12) GENERATOR FRAMEWORK (F AVAILABLE) (12) TOM GROUND BAR (i2) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (12) ♦24V POWER SUPPLY RETURN BAR (12) -48V POWER SUPPLY RETURN BAR (12) RECTIFIER FRAMES. COAX SUPPRE39M SECTION A' -SURGE ABSORBERS NIERIOR GROUND RING (12) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (12) MEFA JC COLD WATER PIPE (IF AVAILABLE) (12) BUILDING STEEL (IF AVAILABLE) (12) SECTION 1' - ISOLATED GROUND ZON ALL COMMUNICATIONS EQUIPMENT FRAMES. ISOLATED GROUND BAR - rB (12) DETAIL NOTES: 1. EXOTHERMICALLY WELD 12 AWG DARE TINNED SOLID COPPER CONDUCTOR TO TINNED GROUND BAR ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH GROUND BM SECTION AND LABEL EACH SECTION (-P•, a•, 11 WITH 1• HIGH LETTER& (RGB) REFERENCE GROUND BAR — DETAIL �+1 SCALE: N.T.S. E-2 JUMPER REQUIRED ONLY FOR 1 5/8'1 COLA( OR FOR EASE OF CONNECTION (TYP.).._ GROUND ROD z SCALE: N.T.S. E -2 16 AWG SIWWDED CM WIRE WITH GREEN, 6001, 1HWN INSULATION� GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER WITH INSUUTORS — IXOTIRERIAC WEIR ON ROOFIOPSPRO� BTED 2/0 SEVEN STRAND COLD KUM COPPER WIRE BONDED TO DOM 2/0 BARE GROUND LEAD INSTALLATION OF GROUND WIRE TO BOTTOM OF TOWER /ON ICEBRIDGE /ON SHELTER WALL /EQUIPMENT WAVEGUIDE GROUND BAR DETAIL 3 SCALE: N.T.S. E -2 TO TOWER MOUNTED TO TRANSMIT WEATHERPROOFING KIT (IYP.) _./ ANTENNA CABLE AMPLIFIER UNITS (TINA) ANTENNA (WHEN REWIRED) 16 AWG STRANDED C. (WHEN REQUIRED) AND WIRE WITH GREEN, 6001, HEAT SHRINK ALL LUGS RECEIVE ANTENNA 2X2 TRXI/RX2 MOUNTED MAXIMUM 1' INSPECTION HAND HOLE \ NSPECTKON HAND HONE COVIIt 12 TESL WIRE 0 EACH INSPECTION PORT ) KR (IOU.) CONCRETE OR P.0 STANDARD GROUND KR (M.) (SEE NOTE) CONNECTOR SITE NAME: CROSS ROADS SITE N0. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 WEATHERPROOFING KIT (IYP.) _./ ANTENNA CABLE TO BTS (TYP.) FROM TAU (WHEN REWIRED) 16 AWG STRANDED C. 2 WIRE WITH GREEN, 6001, HEAT SHRINK ALL LUGS CK;BE (GROUND BM), MOUNTED MAXIMUM 1' NOTE: DO NOT INSTALL CABLE BELOW ANTENNA GROUND KR AT A BEND AND 0 02 -12 -M ALWAYS DIRECT GROUND WIRE OR DOWN TO CIGBE Duo CONNECTION OF GROUND WIRE TO PRII,MINANY coNSrRUCT,oN DRAWINGS GROUNDING BAR (CIGBE) IWkA TOWER /MONOPOLE /ROOFTOP DETAIL 5 XuwNC NuM nY E -2 CABLE TO ROD CADWLLD CLEAN SAND FILL S RING GROUND 11� -GRIND ROD NOTES u 1. INSPECTION HAND HOLE MAY BE CONCRETE OR PVC AND SILL BE A MINIMUM OF 6- IN WDTH/DAMETER. 2. USE COAT TYPE YMICH DOES NOT REQUIRE TOOLS TO REMOVE. GRfl 0ftU8rNH ACCESS AREA(2) �' SNY TOUM YI M41 -,W, FALLS a,IRDL w zmn -2IWY TEL FAD) IR,-t00D a r c h i t e c t s m M N0,-NUro e n g i n e e r s SITE NAME: CROSS ROADS SITE N0. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 p atR` LOM RAU , 41KH = RX M 300 MINK Rum W Y]oI0 ?T�TOPTjER L�iclarly N� •3�9gg 2 (6 o 9 „ti. r EIC ARCHITECTS ENGINEERS �,) PALLS CHURCH, VA 2 ' ELECTRICAL DETAILS 0 02 -12 -M FINAL CONSTRUCTION DRAWINGS OR NIIO Duo A 01-09 -09 PRII,MINANY coNSrRUCT,oN DRAWINGS 0MW IWkA .. XuwNC NuM nY R6v No. DA T REV6pN5 H a K VA— CV393A� -2 D SCALE: AS SHOWN DESIGNED B. QUINN DRAWN GAM �;,'�c�. UTILITY 120/240/ 2001 14, 3W bm, 1. SUBCONTRACTOR SHALL PROVIDE 200WP, SINGLE PHASE. 120/240 VAC, SOHZ SERVICE FOR SITE 2. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE STMT OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UR1IY REWIRELIEm. M O 200A METER BASE (BY INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY CABINET SUBCONTRACTOR) MANUFACILRER (3) 3/0 AwG 7MIN IN 2' RIC CWWR 4. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SO EQUIPMENT WITH FAULT CURRENT RATINGS WEATHERPROOF GENERATOR SOW RECEPTACLE BY CABINET GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UINUTY. GROUND KR (".) FOR ALL 2001 DISCONNECT MUNUFACTURER TRANSMISSION LINES) SWITCH (Bf SUBCONTRACTOR) TRANSMISSION VINE BALLOT GROUNDING COPPER GROUND BAR (3) 3/0 AWG THHN + (1) 1/4'14.24' APPROXIMATE LENGTH 4 7HHN GIRD (CONDUIT BI -METAL OR NEUTRAL METAL --NO EXCESS SLACK OR WIRE d: WINE MFR) 2 AWG SAND BTC+W CLOUTS HOLDING COPPER INDIRECT ROUTING BUS 8M TO WAVEGRDE LADDER OW. OF 2)- CADWELD CONNECTION TWD HOLE LUGS LIN�.S APPROVED M 120/240, 14, A TO COPPER GROUND BM AN FXCEPRDN ANE PANEL BOND NEUTRAL TO GROUND PER CARNET AS REQUIRED BY CODES. - CABINET MAN —TRANSMISSION LINE SPECIFICATIONS SPECIICUCNS UOOER WHERE MINIMUM J2 SOLID APPLICABLE BARE RUINED COPPER 2P -200 2P -40 WIRE TO GROUND - IP -20 24 W, i�, 2001 AUTOMATIC 1P -10 TOWER EXIT GROUND KITS AND GROUND HM TRANSFER SWRCH (WIRED -10 (3) 3/0 AWG IHHN + (1) FOR ANAL) - IP 4 AWG THHN CND - TOWER EXIT GROUND KITS AND GROUND BAR 2 SCALE N.T.S. E -3 POWER DIAGRAM = SCALE: N.T.S. E -3 TOWER NOTE: APPLY ANTIOXIDWT GEL W NOT EXCEED TO ALL LUG CONNECTIONS TRANSMISSION LINE CANOPY 16 AWG FROM ANTENNA COAX GROUND KR BENDING RADIUS LIMITS BRIDGE (18' -24' DRIP LOOP) CABLE -ADDER TOWER EXIT COAX- MOUNT 1 5/8' COAT( GROUND BAR -_ TO CARE LADDER TI:MEZE TOWER EXIT GROUND m KIT TO BE INSTALLED WITHIN FIRST 20% OF CE BRIDGE GRC ND DRIP LOOP SUPPORT POSTS- BAF OUTDOOR - ENCLOSED IN 1 5/8' TO 1/2' CABINET O O O O O O O O O TOWER FLANGE GROUNDING 1/2' PVC REDUCER - OO O O O O O O O O O QO TOWER GROUND BARS (TOP OF TOWER) GROUND RDD W/ EXOTHERMIC TOWER canERPOSE (ADDITIONAL WELD INSET ToRESISTTTOWER REDUCING - GROUND Roos NOT SHOO) (MIDDLE OF TOWER —IF REQUIRED) r4 FI CK ILL (IF REWIRED) SCALE: N.T.S. TRANSMISSION LINE GROUNDING — EQUIPMENT & SERVICE (SIDE ELEVATION) r3-,\ 0� SCALE: N.T.S. /Y SITE NAME: CROSS ROADS -;n D. z DC ARCHITECTS cHURCEH DEERS 2 „ t, ��R FALLS F' A22 „� SITE N0. CV393A n� a ss4 x ELECTRICAL DETAILS 0 02 -12 -M FINAL CONSTRUCTION DRAWINGS DR TEL (T W) PT &W at &t 3 r c h T L e c L s FAC C n1 -BATA 3514 MONACAN TRAIL HIGHWAY BM FUZA I 2. 6 O A 01 -0I -0I PRELIIMNwY CONSTRUCTION DRAWINGS GAIN N o. wTE REVISIONS En CH ppAy NuwerR REV e n g i n e e r s NORTH GARDEN, VA 22959 "U 4�I =11% RIR Nro aDE AIM w 23DW srxe As s wvm Dcs GNm a auw DRAWN cww VA— CV393A -E-3 10 Sr J Csti� ....... mCO I NDDULA POWER SCH. A( INSrAU mca OPPOSITE OF THE GENERATOR PLUG ON THE POWER CABINET SEE BTS CABINET INSTALLATION MANUAL FOR ADDITIONAL CONDUITS AND HARDWARE. REFER TO COMPOUND PLAN FOR ACTUAL EQUIPMENT LAYOUT CABINET POWER /TELCO FEED DETAIL5�T1 SCALE: N.T.S. E -4 NOT COVERED BY CONCRETE SHA L BE 1 OF 30' UNLESS OTHO WSE NOTED GS OR REQUIRED BY LOCAL CODE. 'AD 0 �° OWOL POUF. M ^, FAUS 5m CNIOL M 12011 -IDPP In, M n,�oo a r c h i t e c t s FAC (NTU nl-M ° e n i n e e r s � 8 SITE NAME: CROSS ROADS SITE NO. CV393A 3514 MONACAN TRAIL HIGHWAY NORTH GARDEN, VA 22959 at8ct UHAN PWA , 1°01 COU PD• 9ME 300 aB, v060 ' jS RT P j R D p :i'Ly84 2 � �o O � _c : EIC ARCHITECTS ENGINEERS FALLS CHURCH, VA a ELECTRICAL DETAIL 0 oz -,z -w P,NAL coNSmucnoN OfuWTN05 ors eAa A 0, -09-09 PREUMINA CoNBTRUCTgN oaAWiNCS GMw :- �' • • • oRArONC NUMBER NEv NO. DATE REVISNINS BY cH VA- CV393Af -4 0 srvE DAs sNOxN rxs,cNEO B. auua oRAwN 0Mw ELECTRICAL NOTES: 1. SUBCONTRACTOR SHALL PROVIDE 20O1YP, SINGLE PHASE, 120 /240 VAC, Em SERVICE FOR SEE 1. ALL ELECTRICAL WORK SOUL BE PERFORMED N ACCORDANCE WITH THE PROJECT SPECIF1CA7X1N5, NEC AND ALL APPLICABLE LOCAL CODES. 2. SUBCONTRACTOR SHALL CDORDINATE WITH UNITY COMPANY BEFORE THE STMT OF CONSTRUCTION. 2. CONDUIT ROUTINGS ARE SCHEWITIG SUBCONTRACTOR SULL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REOUREMEMS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SWILL COMFIT WITH THE REQUIREMENTS OF THE NEC AND 7ELCORDA 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PRODDED BY PANEL MANUFACTURER. 4. ALL CRCINTS SNAIL BE SEGREGATED AND MAINTAN MINIMUM CABLE SEPAIWDN AS REQUIRED BY THE NEC AND TELCORDU 4.SUBWNTRACTOR SHALL INSTALL SUFFICIENT LENGTHS OF LFMC INCLUDING ALL CONCUR FTIINGS (NUTS, 5. CABLES SOUL NOT BE ROTATED THROUGH LADDER -STATE CABLE TRAY REMGS REDUCING BUSHINGS, ELBOWS, COUPLINGS, EEC) NECESSARY FOR CONNECMlN FROM INC CONCUR 70 THE INTERIOR OF THE HIS CABINET. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (LE., HOTS), GROUNDING, AND TI CONDUCTOR AND CABLE SHALL BE LAMM WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION, OR EQUAL). THE 5. SUBCONTRACTOR SOUL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS IDENTIFICATION METHOD SNAIL CONFORM WTIFI NEC & OSHA GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UIRIIY. 7. ALL ELECTRICAL C0IPOHENIS BULL R CLEARLY LABELED WITH ENGRAVED IAL4ICOD PLASTIC LABELS ALL EQUIPMENT SU11 BE LABELED 6. ROUTE BRANCH CIRCUIT TO CARE BASE FRAME, TRANSITION RACEWAY FROM PVC/DAC TO LWD -TIGHT WITH REAR VOLTAGE RATING, PHASE CONFN;IRATON, WERE CONFNxNATNM, POWER OR N,PMRY RATING. AND BRANCH CIRCUIT O NUMBERS FLEXIBLE METAL CONDUIT (LFMC) WITHIN 6 FEET (ALAI) OF CABINET AND INSTALL SRUGHR LFMC (I.E., PANELBOARD AND CIRCUIT O'S). CONNECTOR AT BASE FRAME AND CONTINUE LFMC TO ICCU LOCATION. CUT, COIL AND TAPE 3 -FOOT PIGTAIL FROM END OF CONDUIT FOR CONNECTION BY ERICSSON. COLOR CODE DIFFERENT PHASE B. PANELEICVRDS (ID NUMBERS) AND INTERNAL CRCUT BREAKERS (CIRCUIT IO NUMBERS) SULL BE CLFAAY LABELED WITH ENGRAVED CONDUIC M WITH BUCK OR RED MNRONG IN ABSENCE OF DIFMNG LOCAL CODE COLOR LWACOID PLASTIC LABELS REQUIREMENT EDTLTY- 120/24OV, 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE %ARP [DOES, 7. CONDUCTOR IS I SHALL D PRO THAT 111E MAIN BONDING JUMPER AND GROUNDING ELECTRODE CONDUCTOR 6 INSTALLED PROPERLY WHEN PANEL B SERVICE ENTRANCE EQUIPMENT. 2000. 10, 3W 10. POWER, CONTROL, AND EQUIPMENT GROUND AIRING N TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (114 AWG OR IMGER), 600 V. OIL REWANT THHN OR THWW -2. CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LUSTED OR LABELED FOR 3-1/C 4/0 AWC + THE LOCATION AND RACEWAY MIN USED, UNLESS OTHERWISE SPECIFIED. TELCO SERVICE 2'0 PVC 11. SUPPLEMENTAL EQUIPMENT GROUND WRING LDCA10 INDOORS STALL BE SINGLE CONDUCTOR (16 AMC OR LARGER). 600 V. OIL RESISTANT FEENN OR TFIWN -2 GREEN INSUTATON, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED 200A METER IASI FOR TINE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. M (BY SUBCONTRACTOR) RELAY ALARM 12. POWER AND CONTROL WRING, NOT IN TUBING OR CONDUIT. SHALL BE MULTI - CONDUCTOR, TYPE TO CARE (114 AWG OR LARGER). 600 V. 2' PVC CONCUR _ CABLES -FROM PANEL TO 3-1 /C 4/0 AWG THEM OIL RESISTANT THHN OR THWM -2, CLASS B STRANDED COPPER CARE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; TELCO BOX, 4 -PAIR 20-22 2-0 IMC/RNC LED OR LARDED FOR THE LOCATION USED UNLESS OTHERWISE SPECIFIED. AWG N 3/4' INC CONDUIT 24OV. 2 -POLE 200A NEW 3R FU&BLE SERVICE 13. ALL POWER AND POWER AND CONNECTIONS TED R CRIMP-STYLE, COMPRESSION CURE LUGS AND WRENUTS BY THOMAS AND BEES (OR EQUAL). LUGS AND WRENUIS SHALL tE RATED FOR OPERATION AT NO LESS TRW! 75'C (9OC IF AVAILABLE). 20Gk 14 TELCO BO% WITH A DISCONNECT (WHERE DSTN. GENERATOR 66-8 66 -83 -50 BLOCK PALL IS NOT USED AS 14. RACEWAY AND CARE TRAY SHWL BE LASTED OR LABELED FOR ELECTRICAL USE N ACCORDANCE YWDi NAAA. UL ANSI/IEEE. AND NEC. RECEPTACLE SERUR:E ENTRANCE) 15. ELECTRICAL METALLIC TUBING (EM DR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR 2 AWCGRO 2 AWG GROUND - '3 -1 /C 3/0 AWG THHN & LOCATIONS SUBECT TO PHYSICAL DAMAGE) SOUL BE USED FOR DMED INDOOR LOCATIONS. __ i -1 /C 4 AWG THNN GREEN INSULATED ONO 2' IMC/RNC 16. ELECTRICAL METALLIC TUBING (EMn, ELECTRICAL NONMETALLIC TUBING (EM), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) 200A TODD SOUL BE USED FOR CONCEALED INDOOR LOCATIONS. UTUFY RACK LGHT- - -` 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (AMC) SOUL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. I ME MAIN BONDING JUMPER 15A 15A -1P (NOTE 7) 18. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, 2 AWG GRWNNNG IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE 71RAFFIC. SCA -2P G _ ELECTRODE CONDUCTOR 19. UQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TTE FLEX) SOUL BE USED INDOORS AND OUTDOORS. WHERE VIBRATION OCCURS OR T -1 /C 14 i - (NOTE 7) FLEXIBILITY IS NEEDED. FRICSSON 1 -1 /C 14 AWO OND TINN }/4' AMC CONCUR_ JCA -2P WNIlA1 TRANSFER SWITCH 20. CONDUIT AND TUBING FITTINGS SHALL R THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FIfiINGS ALBS 2106 (UP- GRALIEBLE TO ARE NOT ACCEPTABLE. OR 3106 CABINET 1' RNC /IMC CONDUIT W/ TVSS ANTO ATIC OPERATION) 21. CABINETS. BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEW UL, ANSI IEEE, AND FOR TELCO SERVICE NEC. 2000. 10 120/240Y, 42 POSITION 22. WREWAYS SHALL BE EPDXY -COALED ( GRAY) ND INCLUDE A HINGED WIRE. DESIGNED 70 SATING OPEN DOWNWARD; SOUL BE PANDUIT (1) 1- RNC/NC CONDUIT FOR DSIRBUION PANEL TYPE E (DR EQUAL); AND RATED NEVI 1 (OR BETTER) INDOORS, OR NEMA 31? (OR BETTER) OUTDOORS. EXTERNAL NNW CABLE (REQD FOR FIRST REIS CABT ONLY) 3 -1 /C 6 AWG & L -I /C 10 AWG GREEN INSULATED ONO, ELECTRICAL NOTES CONT.: EQUIPMENT BASE FRAME MIN, 60UJ, I'C IMC/RNC (REQUIRED FOR SIDE ENTRY) (UNDERGROUND) 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY- COATED SNIT STEEL. SHALL MEET OR EXCEED UL 50, ND RAZED NEW 1 ION BETTER) INDOORS, OR TUNA 3R (OR BETTER) OUTDOORS LFMC (SEE NOES 4 & 6) 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY- COATED, OR NON- CDRRODING; SOUL MEET OR EXCEED UL BBU 2 AWG SUPPLEMETAL• 514A AND NEW OS 1; AND RATED NEW 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. EQUIPMENT GROUND -_ CONDUCTOR 25. NONMEWLDC RECEPTACLE, SWITCH. AND DEVICE BOXES SHALL MEET OR EXCEED ALMA US 2; AND BRED NW 1 (DR BETTER) INDOORS, OR WEARIER PROTECTED (WP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE ERICSSON POWER & TELEPHONE SINGLE LINE DIAGRAM FOR NEW BUILD AC POWER gS11°BL1°0N PANS' 27. THE SUBCONTRACTOR SOUL PROVIDE NECESSARY TAG" ON THE BREAKERS. CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH SCALE- N.T.S. E -5 THE APPLICABLE CODES AND SUNDRDS TO SAFEGUARD ArAM LEE TH OJP _ SITE NAME CROSS ROADS 3 CHRISTOPHER D. BC ARCHITECTS ENGINEERS FALLS CHURCH, VA x 6�E tADMA �Q su r 1 °7 SITE NO. CV393A °�N o ox -lz -o9 nNU coHSmucna DRAW TUGS JG- FALLS OIIR]L M xxD11 -xlMl AFL -6°W at &t N . 032984 ELECTRICAL DETAILS d NOTES A 01 -09 -09 PRELIMINARY CONSTRUCTION DRAWINGS Fp: (m) 0 a r c h i t e c t s f>W�) Fn -woo 3514 MONACAN TRAIL HIGHWAY 11HRTY RAU 1 6 O DRAWING NUMBER REV No. DATE REAn S NORTH GARDEN, VA 22959 ai11 AM �yGti 01YAL E �: AS SY� DESIGNED B. O Up �M e n g i nee r s VA- CV393A-E-5 0 4.0MQ 41 MATERIALS 4.2 PPE DETECTION AND IONDFICATKN 4.3 TRENCH EXCAVATION 4.4 TRENCI PROTECON 4.5 BACKFIWNG 4.6 COMPACTION 5.0 CHAIN LINK FENCES AND GATEc 5.1 GENERAL 5.2 PRODUCTS AND MATERIALS 6.0 LANDSCAPI 7.0 CONCRETE &0 CONCRETE REINFORCEMENT 9.0 CAST -IN PACE CONCRETE 10.0 STRUCTURAL STEEL 11.0 GROUNDt AMC4 a r c h i t e c t s e n g i n e e r s 1.0 GENERAL REOURE4ENTS 1.1 PURPOSE AND LATENT A THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, R SILL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REDUIREMENTS SHOWN IN BOTH, THE MORE SRBNGENT REQUIREMENTS SHALL APPLY. B. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. C. THE PURPOSE OF THE AT&T CONSTRUCTION SPECIFICATIONS S TO INTERPRET THE LATENT OF THE DRAWINGS AND TO DESIGNATE THE METI00 OF THE PROCEDURE, TYPE AND OA)IY OF MATERIALS REQUIRED TO COMPETE THE WORK 12 CONFLICTS A VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON DAMS. SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS DR OTHERWISE TO AT &T FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, DR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CDWERNNG THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PANT CE THE CONTRACTOR TO FULFIL EVERY DETAIL OF ALL THE REQUIREMENTS O THE CONSTRUCTION DOCUMENTS GOVERNING THE WORC 1.3 CLEANING KEEP THE SITE FREE FROM ACCUMULATION O WASTE ADD RUBBISH CAUSED BY EMPLOYEES, AT THE COMPLETION OF THE WORK REMOVE ALL WASTE AND NON- CONSIRUC7DN MATERN., INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. 1.4 CODES CONTACTDR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND RULES PROMIAGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE. THIS RESPONSIBILITY S N EFFECT REGARDLESS OF WHETHER THE LAW. ORDNANCE. REGULATION OR RULE S MENTIONED IN THESE SPECIFICATIONS. 1.5 UCENSLNG RAVE AND MAINTAIN A VALID CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE WORK S TO BE PERFORMED. FOR JURSDLTDNS THAT UCENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTORS PERFORMING THOSE TRADES SMALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. 1.6 OSHA FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMMSIRATIOHS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE, BUT ARE NO UMITW T0, REGULATIONS DEALING WIH TOWER CONSTRICTDN AD SAETY, EXCAVATIONS AND TRENCHING, AND WORN IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD RATS AT ALL TIMES DURING CONSTRUCTION. 1.7 PHOTOS PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION, GROUNDING, AND TRENCHING AFTER PLACEMENT OF URINES PRIOR TO a4CKFILL 1.8 BUILDING PERMITS AT&T WILL SUBMIT CONSTRUCTION DOCUMENTS TO Tit JURISDICTIONAL AUTHORITY FOR PUN CHECK AND REVIEW. COWIRACTDR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO ONTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE COMPLY WITH SPECIFIC PROJECT - RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS. AT &T WILL REIMBURSE THE CONTRACTOR FOR FEE, FOR PUN REVIEW. BLOW PERMIT, CONNECTIONS, AND INSPECTION. 1.9 ZONING REGULATIONS AND COMMON& USE PERMITS AT&T WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITON& USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION, SUCH AS NOSE REGULATIONS, HOURS OF WORK ACCESS LIMITATIONS, EC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE -BD MEETING OR AS MOWN N CONSTRUCTION 1.10 FAA PERMIT AND TOWER LIGHTING REFER TO CONSTRICTION DOW ENTS AND COXSTRUCTIN MANAGER FOR FM AND STATE LIGHTING REQUIREMENTS. COTRALTDR SHALL PROVIDE TEMPORARY FM 1.11 TOWER SECURITY TOWER MIST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED AT MY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NO IN USE. 1.12 SITE CONTROL A THE CONTRACTOR S ODMLPI LY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE ATE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO AT &T. B. THE CONTRACTOR S TO MAINTAIN ADEQUATE DRAINAGE AT ALL TILES DO NOT ALLOW WATER TO STAR OR POND. ANY DAMAGE TO STRUCTURES OR WORN ON THE SITE CASED BY INADEQUATE MAINTENANCE OF DRANAZS PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTACTORS EAPFNSE C. ALL WASTE MATERIAL VIAL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. 2.0 SITE PREPARATIDX 2.1 SCOPE OF WORK INCLUDES A PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING LATERALS WHICH MIGHT BE DAMAGED BY CONSTRICTION ACTIVITIES. B. TRILLING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION WRING CONSTRIUCION ACIMTFS C. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESIGNATED TREES, AND SITE IMPROVEMENTS. D. TOPSOIL SHIPPING AND STMnWG. E. TEMPORARY EROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPUCABLE. F. TEMPORARY PROTECTION OF ADJACENT PROPERLY, STRUCTURES. BENCHMARKS, AND MONUMENTS. G. PROTECTION AND TEMPORARY RELOCIJIDN, STORE AND RE- INSTALLATION OF EXISTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE H REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. 22 PRODUCTS AND MATERMLS (AS APPROVED BY CONSTRICTION MANAGER OR AS NOTED N CONSTRUCTION DOCUMENTS.) A MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL. SILTATION CONTROL AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS. 3.0 EARTH WORN 3.1 SCOPE O WORK INCLUDES: A EXCAVATION. TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE IMPROVEMENTS, AND URUTIES. B. ATERALS FOR SUB -BASE, DRAINAGE FILL ELL BACKFILL AND GRAVEL FOR SUBS, PAVEMENTS, AD IMPROVEMENTS. C. ROCK EXCAVATION WITHOUT BUSING. D. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUITED. E REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED. 3.2 QUALITY ASSURANCE A COMPACTION: I. UNDER STRICTURES, BOLDING SLABS, PAVEMENTS, AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 DR WITHIN PLUS OR MINUS 3 PERCENT OF OPTMUM MOISTURE CONTENT. D GRADING TOLERANCES OUTSIDE BUILDING LINES: 1. LAWNS, UNPAVED AREAS, AND WALKS. PLUS OR MINUS 1 INCH. 2. UNDER PAVEMENTS. PLUS OR MINUS 1/2 INCH C. GRADING TOLERANCE FOR FILL UNDER All CONCRETE APPLICATIONS: PUG OR MINUS 1/2 INCH MIEASURED WITH 10 FOOT STRAOHIEDGE. 33 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN COSUUCIDN DOCUMENTS) A SUBBASE MATERIAL. GRADED MIXTURE O NATURAL OR CRUSHED GRAVEL, CRUSHED STONE OR SLAG, AND NATURAL SAND. B. WASHED MATERIPL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 95 PERCENT PASSING A 11/2 INCH SLUE C. GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR IMPORTED SOIL MATERIALS FREE OF CLAY, ROC( OR GRAVEL NOT LARGER TAN 2 INCHES IN ANY DIMENSION. DEBRIS, WASTF, FROZEN MATERIALS, AND OTHER UNSUO&E MATERIALS WILL NOT BE ALLOWED FOR USE IMPORTED MATERIALS SMALL HAVE A CLAY CONTENT NO MORE THOU 5 PERCENT. D. RACOTLL MATERIALS WILL CONSIST OR SATISFACTORY NDN- COHESTYE NATIVE OR IMPORTED SOIL LARGER L MATERIALS FREE OF CLAY. ROCK OR GRAVEL NOT THAN 4 INCHES IN ANY OMETSONW DEBRIS. WASTE, FROZEN MATERIALS, AND TIMER UNSUITABLE MATERIALS. IMPORTED MATERIAL SMALL HAVE A CLAY CONTENT OF NO MORE THAN 5 PERCENT. SITE NAME: CROSS ROADS F t UM SITE NO. CV393A eat&t INNS OILWKN M 22DH1-TIMI OFD: (1W� D1 -0°O° FAX: M m -WW0 3514 MONACAN TRAIL HIGHWAY Lem PIMA 1 NORTH GARDEN, VA 22959 MI L'GI RM GIx 300 GDI ALL M M 2TRF0 E GRAVEL MATERIAL EVENLY GRADED MXTURE OF CRUSHED STONE OR GRAVEL WITH 95 PERCENT PASSING A 11/2 NCH SIEVE F. GEOTFXTIE FABRIC: AS PER CONSTRUCTION DOCUMENTS, 3.4 CIFARNG AND GRUBBING REMOVE ALL VEGETATION AND MATERIALS AS REWIRED, REMOVE SNIPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING AND GRUBBING OFF -SITE, OR N AN ON -SITE LOCATION APPROVED BY CONSTRUCTION MANAGER. 3.5 SIRPRNG STRIP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT WILL UNDERLAY GRAVEL, PAVEMENT, NEW STRUCTURES. OR NEW EMBANKMENTS STOCKPILE STRIPPING ON -STIE FOR RE -USE N FINAL LANDSCAPING. 3.6 COMMON EXCAVATION 1. EXCAVATE TO DEPTH, UNES, AND GRADES SHOWN ON THE RAMS OR AS OTHERWISE SPECIFIED. 2. TEMPORARILY STOCKPILE ON-ATE EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING S COMPLETE STOCKPILE SHALL NOT EXCEED 15 FEET IN FEW. 3. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF -SEE 3.7 EMBANKMENT A CONSTRUCT ENEMNIMNT TO THE LINES AND GRADE SHOWN ON THE DRAWINGS. B CONSrKM EMBAKLIENT FROM ON -SITE EXCAVATION MATERIALS WHEN SUITABLE. USE IMPORTED BACKFLL ONLY AFTER AVAILABLE ON -SITE EXCAVATION MATERIALS HAVE BEEN USED. C. CONSTRICT IN LETS OF NOT MORE TFAN 12 INCHES N LOOSE RPM- THE FULL WIDTH OF THE CROSS SECTION SWILL BE BROUGHT UP UNIFORMLY. D. MATERIAL SHALL NOT BE PLACED IN LAYERS AND SHALL BE NEAR OPTIMUM MOISTURE CONTENT BEFORE POLING TO OBTAIN THE PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL AND MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT THE LAYER MAY BE REQUIRED. SUCH OPERATIONS SAL BE INCLUDED IN THE APPROPRIATE BID TIEIA. SHOULD THE MATERIAL BE TOO WET TO PERMIT PROPER COMPACTION, R S THE CONTRACTOR'S RESPOFSIBILDY TO IIMQE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT. E DO NOT PUCE FROZEN MATERAL N THE EMBANKMENT, AND DU NOT PUCE EMBANKMENT MATERIAL UPON FROZEN MATERIAL F. CONTRACTOR SMALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND THE REPLACEMENT OF ANY PORTION WHICH FMS BECOME DISPLACED DUE TO THE CONTRACTOR'S OPERATIONS. G. START LAYERS IN THE DEEPEST PORTION OF THE FILL, AND AS PLACEMENT PROGRESSES, CONSTRICT LAYERS APPROXIMATELY PARALLEL TO THE FINISHED GRADE UNE H. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULL WIDTH OF EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. L COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, POOR SUSS, AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASIM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OFT" MOISTURE CONTENT COMPACT NON - STRUCTURAL AREA EMDANKMETS TO A MINIMUM OF 90 S OF ASTM D -1557. 3.6 SITE GRADING A USING ON -SITE EXCAVATION MATERIALS, SHAPE, TRY, FINISH, AND COMPACT SURFACE AREAS TO CONFORM TO THE LINES, GRAMS, AND CROSS SECTIONS SHOWN ON THE DRAWINGS DR AS DESIGNATED BY THE CDNSTRUCTKN MANAGER. B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR EROSION. C. ELIMINATE WHEEL RUTS BY REGRADING. D. COMPACT AREAS UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS, AND SONICTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINIS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. E CONSTRUCT FLASHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH FROM SPECIFIED GRADE 3.9 SUBGRADE PREPARATION A SHAPE TOP OF SUBGRADE TO THE U14ES AND GRADES SHOWN ON THE DRAWINGS. B. MOUNTAIN TOP OF SUBGRADE IN A FREE - DIVINING CONDITION. C. DO NOT STOCKPILE MATERIALS ON TOP M SUBGRADE UNLESS AUTHORIZED BY CO5TRIOON MANGER. D. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY BY ASTM D-1557 OWHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT E CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED GRAPE CROSS-SEC. AE rIAM CONSTRUCTION DRAWINGS PRELMINARY CONSTRUCTION DRAWINGS AS SHOWN IDESWNED B. QUINN Imm GMw 110 GEOTFXTIE FABRIC A LAY GEOTEXTIE FABRIC OVER COMPACTED SUBGRADE AS PER WNSMUCIMIN DOOL ENTS IN THE COMPOUND AREA AND UNDER LENGTH OF ROAD (WHEN REQUIRED). LW ALL JOINTS TO A LDAMUM OF 36 INCHES. 3.11 GRAVEL SURFACING A CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE AND FLASH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR CONSTRUCTIN DOCUMENTS. B. SPREAD GRAVEL AND RAKE TO OBTAIN A INFORM SURFACE AREA 4.0 CALL LOCAL UNDERGROUND UTILITY LOCATING SERVDE BEFORE ANY EXCAVATION OR TRENCHING. 4.1 MAJONS FILL WTERL SHALL BE OBTAINED, WHEN POSSIBLE, FROM MATERIALS EXCAVATED FROM TRENCHES ON -SITE STRUCIUA FILL, SAND OR SLURRY VIAL BE APPROVED BY THE CONSTRUCTION MANAGER AND ALL CONFORM TO LOCAL GOVERMMG JURISDICTIONS AND URTY COMPANY REQUIREMENTS THE FILL MATERIAL SHALL CONTAIN NO ORGAIC MA79W OR ROCKS, NOR VIAL CONTAIN OBJECTIONABLE MATERIALS AND /OR MAIMS DESIGNATED AS HAZARDOUS OR NDUSTRAL BY THE ENVIRONMENTAL PROTEMION AGENCY (EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VODS N THE MATFAL COMPACTION OF BACKTYL OR BORROW SOL HALL BE RACED N 12 NCH LOOSE LETS WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR 6 INCH LOOSE LIFTS WHEN UIIIZNG HAD OPERATED TAPERS. TABLE OF CONTENTS 1.0 GENERAL j 1.1 PURPOSE AND INTENT 1.2 CONFLICTS 1.3 CLEANING 1.4 CODES 1.5 LICENSING 1.6 OSHA 1.7 PHOTOS 1.8 BUILDING PERMITS 1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS LAD FAA PERMIT AND TOWER LIGHTING 1.11 TOWER SECURITY 1.12 SITE CONTROL 2.0 SITE PREPARA710N 21 SCOPE OF WORK 2.2 PRODUCT AND MATERIALS 3.0 IFPR FINANCE 3.1 SCOPE OF WORK 3.2 QUALITY ASSURANCE 3.3 PRODUCTS AND MATERIALS 3.4 CLEARING AND GRUBBING 3.5 STRIPPING 3.6 COMMON EXCAVATION 3.7 EMBANKMENT 3.6 SITE GRADING 3.9 SUBGRADE PREPA KOON 3.10 GE07EXIRE FABRIC 3.11 GRAVEL SURFACING 4.0MQ 41 MATERIALS 4.2 PPE DETECTION AND IONDFICATKN 4.3 TRENCH EXCAVATION 4.4 TRENCI PROTECON 4.5 BACKFIWNG 4.6 COMPACTION 5.0 CHAIN LINK FENCES AND GATEc 5.1 GENERAL 5.2 PRODUCTS AND MATERIALS 6.0 LANDSCAPI 7.0 CONCRETE &0 CONCRETE REINFORCEMENT 9.0 CAST -IN PACE CONCRETE 10.0 STRUCTURAL STEEL 11.0 GROUNDt AMC4 a r c h i t e c t s e n g i n e e r s 1.0 GENERAL REOURE4ENTS 1.1 PURPOSE AND LATENT A THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, R SILL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REDUIREMENTS SHOWN IN BOTH, THE MORE SRBNGENT REQUIREMENTS SHALL APPLY. B. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. C. THE PURPOSE OF THE AT&T CONSTRUCTION SPECIFICATIONS S TO INTERPRET THE LATENT OF THE DRAWINGS AND TO DESIGNATE THE METI00 OF THE PROCEDURE, TYPE AND OA)IY OF MATERIALS REQUIRED TO COMPETE THE WORK 12 CONFLICTS A VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON DAMS. SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS DR OTHERWISE TO AT &T FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, DR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CDWERNNG THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PANT CE THE CONTRACTOR TO FULFIL EVERY DETAIL OF ALL THE REQUIREMENTS O THE CONSTRUCTION DOCUMENTS GOVERNING THE WORC 1.3 CLEANING KEEP THE SITE FREE FROM ACCUMULATION O WASTE ADD RUBBISH CAUSED BY EMPLOYEES, AT THE COMPLETION OF THE WORK REMOVE ALL WASTE AND NON- CONSIRUC7DN MATERN., INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. 1.4 CODES CONTACTDR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND RULES PROMIAGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE. THIS RESPONSIBILITY S N EFFECT REGARDLESS OF WHETHER THE LAW. ORDNANCE. REGULATION OR RULE S MENTIONED IN THESE SPECIFICATIONS. 1.5 UCENSLNG RAVE AND MAINTAIN A VALID CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE WORK S TO BE PERFORMED. FOR JURSDLTDNS THAT UCENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTORS PERFORMING THOSE TRADES SMALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. 1.6 OSHA FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMMSIRATIOHS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE, BUT ARE NO UMITW T0, REGULATIONS DEALING WIH TOWER CONSTRICTDN AD SAETY, EXCAVATIONS AND TRENCHING, AND WORN IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD RATS AT ALL TIMES DURING CONSTRUCTION. 1.7 PHOTOS PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION, GROUNDING, AND TRENCHING AFTER PLACEMENT OF URINES PRIOR TO a4CKFILL 1.8 BUILDING PERMITS AT&T WILL SUBMIT CONSTRUCTION DOCUMENTS TO Tit JURISDICTIONAL AUTHORITY FOR PUN CHECK AND REVIEW. COWIRACTDR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO ONTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE COMPLY WITH SPECIFIC PROJECT - RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS. AT &T WILL REIMBURSE THE CONTRACTOR FOR FEE, FOR PUN REVIEW. BLOW PERMIT, CONNECTIONS, AND INSPECTION. 1.9 ZONING REGULATIONS AND COMMON& USE PERMITS AT&T WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITON& USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION, SUCH AS NOSE REGULATIONS, HOURS OF WORK ACCESS LIMITATIONS, EC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE -BD MEETING OR AS MOWN N CONSTRUCTION 1.10 FAA PERMIT AND TOWER LIGHTING REFER TO CONSTRICTION DOW ENTS AND COXSTRUCTIN MANAGER FOR FM AND STATE LIGHTING REQUIREMENTS. COTRALTDR SHALL PROVIDE TEMPORARY FM 1.11 TOWER SECURITY TOWER MIST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED AT MY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NO IN USE. 1.12 SITE CONTROL A THE CONTRACTOR S ODMLPI LY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE ATE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO AT &T. B. THE CONTRACTOR S TO MAINTAIN ADEQUATE DRAINAGE AT ALL TILES DO NOT ALLOW WATER TO STAR OR POND. ANY DAMAGE TO STRUCTURES OR WORN ON THE SITE CASED BY INADEQUATE MAINTENANCE OF DRANAZS PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTACTORS EAPFNSE C. ALL WASTE MATERIAL VIAL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. 2.0 SITE PREPARATIDX 2.1 SCOPE OF WORK INCLUDES A PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING LATERALS WHICH MIGHT BE DAMAGED BY CONSTRICTION ACTIVITIES. B. TRILLING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION WRING CONSTRIUCION ACIMTFS C. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESIGNATED TREES, AND SITE IMPROVEMENTS. D. TOPSOIL SHIPPING AND STMnWG. E. TEMPORARY EROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPUCABLE. F. TEMPORARY PROTECTION OF ADJACENT PROPERLY, STRUCTURES. BENCHMARKS, AND MONUMENTS. G. PROTECTION AND TEMPORARY RELOCIJIDN, STORE AND RE- INSTALLATION OF EXISTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE H REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. 22 PRODUCTS AND MATERMLS (AS APPROVED BY CONSTRICTION MANAGER OR AS NOTED N CONSTRUCTION DOCUMENTS.) A MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL. SILTATION CONTROL AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS. 3.0 EARTH WORN 3.1 SCOPE O WORK INCLUDES: A EXCAVATION. TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE IMPROVEMENTS, AND URUTIES. B. ATERALS FOR SUB -BASE, DRAINAGE FILL ELL BACKFILL AND GRAVEL FOR SUBS, PAVEMENTS, AD IMPROVEMENTS. C. ROCK EXCAVATION WITHOUT BUSING. D. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUITED. E REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED. 3.2 QUALITY ASSURANCE A COMPACTION: I. UNDER STRICTURES, BOLDING SLABS, PAVEMENTS, AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 DR WITHIN PLUS OR MINUS 3 PERCENT OF OPTMUM MOISTURE CONTENT. D GRADING TOLERANCES OUTSIDE BUILDING LINES: 1. LAWNS, UNPAVED AREAS, AND WALKS. PLUS OR MINUS 1 INCH. 2. UNDER PAVEMENTS. PLUS OR MINUS 1/2 INCH C. GRADING TOLERANCE FOR FILL UNDER All CONCRETE APPLICATIONS: PUG OR MINUS 1/2 INCH MIEASURED WITH 10 FOOT STRAOHIEDGE. 33 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN COSUUCIDN DOCUMENTS) A SUBBASE MATERIAL. GRADED MIXTURE O NATURAL OR CRUSHED GRAVEL, CRUSHED STONE OR SLAG, AND NATURAL SAND. B. WASHED MATERIPL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 95 PERCENT PASSING A 11/2 INCH SLUE C. GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR IMPORTED SOIL MATERIALS FREE OF CLAY, ROC( OR GRAVEL NOT LARGER TAN 2 INCHES IN ANY DIMENSION. DEBRIS, WASTF, FROZEN MATERIALS, AND OTHER UNSUO&E MATERIALS WILL NOT BE ALLOWED FOR USE IMPORTED MATERIALS SMALL HAVE A CLAY CONTENT NO MORE THOU 5 PERCENT. D. RACOTLL MATERIALS WILL CONSIST OR SATISFACTORY NDN- COHESTYE NATIVE OR IMPORTED SOIL LARGER L MATERIALS FREE OF CLAY. ROCK OR GRAVEL NOT THAN 4 INCHES IN ANY OMETSONW DEBRIS. WASTE, FROZEN MATERIALS, AND TIMER UNSUITABLE MATERIALS. IMPORTED MATERIAL SMALL HAVE A CLAY CONTENT OF NO MORE THAN 5 PERCENT. SITE NAME: CROSS ROADS F t UM SITE NO. CV393A eat&t INNS OILWKN M 22DH1-TIMI OFD: (1W� D1 -0°O° FAX: M m -WW0 3514 MONACAN TRAIL HIGHWAY Lem PIMA 1 NORTH GARDEN, VA 22959 MI L'GI RM GIx 300 GDI ALL M M 2TRF0 E GRAVEL MATERIAL EVENLY GRADED MXTURE OF CRUSHED STONE OR GRAVEL WITH 95 PERCENT PASSING A 11/2 NCH SIEVE F. GEOTFXTIE FABRIC: AS PER CONSTRUCTION DOCUMENTS, 3.4 CIFARNG AND GRUBBING REMOVE ALL VEGETATION AND MATERIALS AS REWIRED, REMOVE SNIPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING AND GRUBBING OFF -SITE, OR N AN ON -SITE LOCATION APPROVED BY CONSTRUCTION MANAGER. 3.5 SIRPRNG STRIP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT WILL UNDERLAY GRAVEL, PAVEMENT, NEW STRUCTURES. OR NEW EMBANKMENTS STOCKPILE STRIPPING ON -STIE FOR RE -USE N FINAL LANDSCAPING. 3.6 COMMON EXCAVATION 1. EXCAVATE TO DEPTH, UNES, AND GRADES SHOWN ON THE RAMS OR AS OTHERWISE SPECIFIED. 2. TEMPORARILY STOCKPILE ON-ATE EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING S COMPLETE STOCKPILE SHALL NOT EXCEED 15 FEET IN FEW. 3. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF -SEE 3.7 EMBANKMENT A CONSTRUCT ENEMNIMNT TO THE LINES AND GRADE SHOWN ON THE DRAWINGS. B CONSrKM EMBAKLIENT FROM ON -SITE EXCAVATION MATERIALS WHEN SUITABLE. USE IMPORTED BACKFLL ONLY AFTER AVAILABLE ON -SITE EXCAVATION MATERIALS HAVE BEEN USED. C. CONSTRICT IN LETS OF NOT MORE TFAN 12 INCHES N LOOSE RPM- THE FULL WIDTH OF THE CROSS SECTION SWILL BE BROUGHT UP UNIFORMLY. D. MATERIAL SHALL NOT BE PLACED IN LAYERS AND SHALL BE NEAR OPTIMUM MOISTURE CONTENT BEFORE POLING TO OBTAIN THE PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL AND MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT THE LAYER MAY BE REQUIRED. SUCH OPERATIONS SAL BE INCLUDED IN THE APPROPRIATE BID TIEIA. SHOULD THE MATERIAL BE TOO WET TO PERMIT PROPER COMPACTION, R S THE CONTRACTOR'S RESPOFSIBILDY TO IIMQE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT. E DO NOT PUCE FROZEN MATERAL N THE EMBANKMENT, AND DU NOT PUCE EMBANKMENT MATERIAL UPON FROZEN MATERIAL F. CONTRACTOR SMALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND THE REPLACEMENT OF ANY PORTION WHICH FMS BECOME DISPLACED DUE TO THE CONTRACTOR'S OPERATIONS. G. START LAYERS IN THE DEEPEST PORTION OF THE FILL, AND AS PLACEMENT PROGRESSES, CONSTRICT LAYERS APPROXIMATELY PARALLEL TO THE FINISHED GRADE UNE H. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULL WIDTH OF EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. L COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, POOR SUSS, AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASIM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OFT" MOISTURE CONTENT COMPACT NON - STRUCTURAL AREA EMDANKMETS TO A MINIMUM OF 90 S OF ASTM D -1557. 3.6 SITE GRADING A USING ON -SITE EXCAVATION MATERIALS, SHAPE, TRY, FINISH, AND COMPACT SURFACE AREAS TO CONFORM TO THE LINES, GRAMS, AND CROSS SECTIONS SHOWN ON THE DRAWINGS DR AS DESIGNATED BY THE CDNSTRUCTKN MANAGER. B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR EROSION. C. ELIMINATE WHEEL RUTS BY REGRADING. D. COMPACT AREAS UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS, AND SONICTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINIS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. E CONSTRUCT FLASHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH FROM SPECIFIED GRADE 3.9 SUBGRADE PREPARATION A SHAPE TOP OF SUBGRADE TO THE U14ES AND GRADES SHOWN ON THE DRAWINGS. B. MOUNTAIN TOP OF SUBGRADE IN A FREE - DIVINING CONDITION. C. DO NOT STOCKPILE MATERIALS ON TOP M SUBGRADE UNLESS AUTHORIZED BY CO5TRIOON MANGER. D. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY BY ASTM D-1557 OWHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT E CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED GRAPE CROSS-SEC. AE rIAM CONSTRUCTION DRAWINGS PRELMINARY CONSTRUCTION DRAWINGS AS SHOWN IDESWNED B. QUINN Imm GMw 110 GEOTFXTIE FABRIC A LAY GEOTEXTIE FABRIC OVER COMPACTED SUBGRADE AS PER WNSMUCIMIN DOOL ENTS IN THE COMPOUND AREA AND UNDER LENGTH OF ROAD (WHEN REQUIRED). LW ALL JOINTS TO A LDAMUM OF 36 INCHES. 3.11 GRAVEL SURFACING A CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE AND FLASH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR CONSTRUCTIN DOCUMENTS. B. SPREAD GRAVEL AND RAKE TO OBTAIN A INFORM SURFACE AREA 4.0 CALL LOCAL UNDERGROUND UTILITY LOCATING SERVDE BEFORE ANY EXCAVATION OR TRENCHING. 4.1 MAJONS FILL WTERL SHALL BE OBTAINED, WHEN POSSIBLE, FROM MATERIALS EXCAVATED FROM TRENCHES ON -SITE STRUCIUA FILL, SAND OR SLURRY VIAL BE APPROVED BY THE CONSTRUCTION MANAGER AND ALL CONFORM TO LOCAL GOVERMMG JURISDICTIONS AND URTY COMPANY REQUIREMENTS THE FILL MATERIAL SHALL CONTAIN NO ORGAIC MA79W OR ROCKS, NOR VIAL CONTAIN OBJECTIONABLE MATERIALS AND /OR MAIMS DESIGNATED AS HAZARDOUS OR NDUSTRAL BY THE ENVIRONMENTAL PROTEMION AGENCY (EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VODS N THE MATFAL COMPACTION OF BACKTYL OR BORROW SOL HALL BE RACED N 12 NCH LOOSE LETS WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR 6 INCH LOOSE LIFTS WHEN UIIIZNG HAD OPERATED TAPERS. nn= -T?.,x D ! BC ARCHITECTS ENGINEERS , N FALLS CHURCH, VA V Jn SPECIFICATIONS 2llo O9 DRAWING NUMBR VA- CV393A -SP -1 3 y 5 4.2 PPE DETECTION AND IDENTIFlGT)ON A UTILIZING WARNING TAPE ALL ELECTRIC SERVICE TRENCHES SHALL BE MARKED WITH WARNING TAPE. 4.3 TRENCH EXCAVATION A DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS DR AS DIRECTED BY CONSTRUCTION MMUGER. B. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY CONSTRUCTION AND INSPECTION OF THE PROJECT, WITHOUT ENDMGERING OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES, C. DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL PROPERLY, AS DIRECTED BY CONSTRUCTION MANAGER. D. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ACCOMPLISHED WITHOUT ENDAIGFRNG DEW DR NEW STRUCRAES OR OTHER FACILITIES. 4.4 TRENCH PROTECTION A PROVIDE MATERIALS. LABOR, AND EQUIPMENT NECESSARY TO PROTECT TRENCHES AT ALL TIMES B. SHEETING AND BRACING: MEET OR EXCEED OSHA REQUIEME m 4.5 BACKFLING A NOTIFY THE CONSTRUCTION MANAGER AT LEASE 24 HOURS N ADVANCE OF BACIOWLNG. B. RACKFILL TRENCH WITH LIFTS UP TO 12 INCHES, LOOSE MEASURE C. PROTECT CONDUIT FROM LATERAL MOVEMEM, DAMAGE FROM IMPACT, OR UNBALANCED LOADING TO AVOID XPLACEMENT OF CONOUB AD /OR STRUCTURES. DO NOT FREE FALL BAOOILL INTO TRENCH UNIT AT LEAST 12 INCHES OF COVER IS OVER THE CONDUF. 4.6 COMPACTION A COMPACT BVCKFYL TO A 95 PERCENT CDWPX7DN AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCET OF OPTIMUM M06TURE CONTENT. B. IF REQUIRED COMPACTION DENSITY R45 NOT BEEN OBTAINED, REMOVE THE BACKFKL FROM THE TRENCH OR STRUCTURE, REPLACE WITH APPROVED RACKFILL, AND RECDMPACT AS SPECIFIED. C. ANY SUBSEOUEHf SETTLEMENT OF TRENCH OR STRUCTURE BACKFILL DURING MAINTENANCE PERIOD SHALL BE CONSIDERED THE RESULT OF IMPROPER COMPACTION AND SIAL BE PROMPTLY CORRECTED. 5.0 CHAN LINK FENCES AND GATES 5.1 GENERA A PROVIDE CHAIN LINK FENCES AND GATES AS CONFUTE UNITS BY A SINGLE SUPPLY SOURCE INCLUDING NECESSARY ERECTION ACCESSORIES, FITTINGS, AND FASTENERS. 5.2 MUM AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS WITHIN CONSTRUCTION DOCUMENTS.) A COMPOUND FABRIC 84 INCHES HIGH AND OVER WITH 2 -INCH MESH SHALL BE KNUCKLED AT ONE SELVAGE AND TWISTED AT THE OTHER. B. STEEL FABRIC: COMPLY WITH CHAIN LINK FENCE MANUFACTURERS INSTITUTE (CLFMI) PRODUCT NARUAL FURNISH ONE PIECE OF FABRIC WIDTHS. WIRE SIZE INCLUDES ZINC OR ALUMINUM COATING. 1. SITE: 2 -INCH MESH, 9 GADS. (0.148 -NCH DIAMETER) WIRE 2. GALVANIZED STEEL FINISH: ASTM A 392, CUSS 2, WITH A MINIMUM 2.0 OZ. ZINC PER SO. FT. OF UNCOATED WIRE SURFACE C. FRAMEWORK AND ACCESSORIES: 1. GENERAL REQUIREMENTS: EXCEPT AS INDICATED OTHERWISE, CONFORM TO THE CHAIN LINK FENCE MANUFACTURERS INSTF.RE (CLFMI) PRODUCT MANUAL, INDUSTRIAL STEEL GUIDE FOR FENCE RAILS. POSTS, GATES AND ACCESSORIES, INCLUDING TABLE 1. 2. STRENGTH REQUIREMENTS FOR POSTS AND RAU CONFORMING TO ASTM F 669. 3. TYPE 1 PIPE: HOT -DIPPED GALVANIZED STEEL PIPE CONFORMING TO ASTM F 1083, PLANE ENDS. STANDARD WEIGHT (SCHEDULE 40) WITH NOT LESS THAN 1.8 07. ZINC PER SQ. Fr. OF SURFACE AREA COATED. 4. FITTINGS: COMPLY WITH ASTM F 626. MILL FINISHED ALUMINUM OR GALVANIZED IRON STEEL, TO SUIT MANUFACTURER'S STANDARDS. 5. TOP RAIL MANUFACTURER'S LONGEST LENGTHS, WITH EXPANSION TYPE COUPLINGS, APPROXIMATELY 6 INCHES LONG. FOR EACH JOINT. PROVIDE MEANS FOR ATTACIHm TOP RAIL SECURELY TO EACH GATE CORNER, PULL AND END POST. A GALVANIZED STEM 11/4 INCH NPS (1.66 NCH OD) TYPE I OR I STEEL PIPE OR 1.625 INCH X 1.25 INCH ROLL - FORMED C SECTIONS WEIGHING 1.35 LEIS. PER FT. D. SWING GATES: COMPLY WITH ASTM F 9000. PROVIDE HARDWARE AND ACCESSORIES FOR EACH GATE, GILVAMZED PER ASTM A 153, AND N ACCORDANCE WITH THE FOLLOWING: I. HINGES: NON -UFT -OFF TYPE, OFFSET TO PERMIT 180 DEG. GATE OPENING. 2. LATCH: MS MULTI- LOCKING DEVICE %MT -CS477 OR APPROVED EQUAL. 3. KEEPER: PROVIDE KEEPER FOR VEHICLE GATES, WHICH AUTOMATICALLY ENGAGES GATE LEAF AND HOLDS R N OPEN POSITION UNU MVAJALY RELEASED. E CONCRETE: PROVIDE CONCRETE CONSISTING OF PORRAND CEMENT. ASTM C 150, AGGREGATES 75111 C 33, AND CLEAN WATER. MIX MATERIALS TO OBTAIN CONCRETE WITH A MINIMUM OF 28-DAY COMPRESSIVE SIRENGM OF 3000 PSI. 6.0 jA A FURNISH, WALL AND MAINTAIN LANDSCAPE WORK AS SHOWN ADD DR REQUIRED WITHIN THE CONSTRUCTION DOCUMENTS OR M SPECIFIED IN THE AT &T CONSTRUCTION SPECIFICATIONS. TO CONCRETE E A FORMS: SMOOTH AND FREE OF SURFACE IRREGULARITIES. UTILIZE FORM RElLASE AGENTS. B. CHA FER EXPOSED EDGE OF ALL TOWER FORMTIONS 94ALL RECEIVE A 3/4' BY 3/4', 45 DEGREE CHAMFEP OTHER EXPOSED EDGES SEAL RECEIVE A TOOLED RADIUS FLASH C. UPON COMPLETION, REMOVE ALL FORMS, INCLUDING THOSE CONCEALED OR BURIED. D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 8.0 CONCRETE RFINFORCFM REFER TO STRUCTURAL DRAWINGS FOR ALL REQUIREIIETYIS 9.0 AST -IN -IN PLACE CONC FOR STRUCTURAL CONCRETE (FOOTINGS, FOUNMTDHS, ETC.), REFER TO STRUCTURAL DRAMINGS FOR REQUIREMOM. FOR ANY MISCELLANEOUS CONCRETE, REFER TO SPECIFICATION BOOK OR OBTAIN REa1RELENTS FROM CO SfRUCIDN MANAGER. A ALL CONCRETE SHALL COMPLY WIN 75111 C94 UNLESS NOTED OTHERWISE. B. MINIMUM COMPRESSIVE STRENGTH (F C) AT 28 DAYS: 4000 PSI FOR TOWER FOUNDATION, AND 3500 PSI FOR ALL OTHER CONCRETE UNLESS SPECIFIED IN CONSTRUCTION DOCUMENTS. C. NR ENDANMENT: PROVIDE 4 TO 0% NR ENTRAINMENT FOR ALL CONCRETE SUBJECT TO FREEZE -THAW CYCLE D. CONCRETE TESTING: ALL FOUNDATION CONCRETE SEAL BE TESTED BY AN INDEPENDENT TESTING AGENCY APPROVED BY THE CONSTRUCTION MAWGER. AL STRUCTURAL TOWER FOUNDATION CONCRETE MUST BE TESTED. EQUIPMENT OR &ALDING PADS NE NOT REQUIRED TO BE TESTED. UNLESS OTHERWISE NOTED BY CONSTRICTION MANAGER. PROVIDE A MINIMUM OF 5 CYLINDERS (2 -7 -DAY, 2 -28 -GAY, 1- SPARE) FOR EACH DAYS POUR, OR FOR EVERY 50 YARDS RACED - WHICHEVER IS GREATER. ADDITIONAL TESTS OR CYLINDERS MAY BE REQUIRED BY COSTRUCRON MANAGER. A SLUMP. AIR, AND TEMPERATURE TEST SHALL BE PERFORMED FOR EACH SET OF CYLINDERS CAST. PREFERABLY. TESTS SHALL BE PERFORMED AT THE LOCATION OF ANCHOR BOLTS (PIERS - FOR MAT & PIERS, CAISSONS - TOP 1/3 OF CAISSON). TESTS SHALL ALSO BE REQUIRED FOR CONCRETE CONSIDERED BEING LESS THAN DESIRABLE BY CONCRETE SPECIFICATION STANDARDS. THE TESTING AGENCY HAS THE AUTHORITY TO NOT ACCEPT CONCRETE MEETING THESE SPECIFICATIONS FOR AT &T. THE CONTRACTOR IS RESPONSIBLE FOR ANY CONCRETE NOT MEETING THESE STANDARDS. THE CONTRACTOR IS RE9P00M FOR COORDINATION OF THE TESTING AGENCY A MINIMUM OF 24 HOURS IN ADVANCE OF EACH FOUNDATION POUR. TEST REPORTS SHALL BE FORWARDED TO CINGUVIN CONSTRICTION MANAGER WITHIN 24 HOURS OF LAB TEST. E. VIBRATE ALL CONCRETE USING 91FIDW HIGH FREQUEN PURA CY, LOW AME MECHANICAL IMMERSION TYPE VIBRATORS. INSERT VIBRATORS N CONCRETE AT REGULAR INTERVALS AND OVER ENTIRE SURFACE TO SOIDLY FILL CONCRETE MECHANICAL IMMERSION TYPE VIBRATORS. INSERT VIBRATORS IN CONCRETE AT REGULAR INTERVALS AID OVER ENTIRE SURFACE TO SOLIDLY FILL CONCRETE MOUND AND BETWEEN RENFORCEIEENR BAS AND INTO CORNERS ANTI IRREGULARITIES. VIBRATE THOROUGHLY THROWN EACH UFF TO THE PREVIOUS OFF. REMBRATKN AS LATE AS THE RUNNING VIBRATOR WALL SINK THROUGH UPPER LAYERS OF ITS WEIGHT, IS RECOMMENDED. DISCONTINUE VERMONT WHEN RISING ENTRAPPED AIR DIBBLES STOP BREAKING THE LEVMNG SURFACE DO NOT OVERJBUT AS THIS MAY CAUSE SEGREGATION. F. FINISHING EXPOSED CONCRETE SURFACES: 1. THESE PROVISIONS APPLY TO ALL EXPOSED AND ALL FORMED CONCRETE, EXTERIOR OR NUM. UNLESS SPECIFICALLY DETAILED OTHERMSE PERFORM PROCEDURES PRIOR TO APPLICATION OF ANY CURING COMPOUNDS. 2. ALL SURFACES: THOROUGHLY CLEAN OF ALL SEMIS, SPATTER AND LOOSE WTEAML 3. FINS, RIDGES, HIGH SPOTS HONE SMOOTH WITH ABRASIVE POWER GRNO.RS WHILE CONCRETE IS GREEN, IMMODIATELY AFTER FORM REMOVAL 4. FORM TIE HOES AND DEEP DEPRESSIONS: FLUSH THOROUGHLY WITH CLEAN WATER AND TAMP TO OAEUL WITH DRYPACK. CURE 10 DAYS AND HONE FLUSH AND SMOOTH. 5, ROCK POCKETS, HONEYCOMB, SAND SWANS. DEBRIS AND VOIDS: CUT OMIT AT LEAST 1 NCH DEEP WITH SIDES PERPENDICULAR TO SURFACE. FLUSH OUT WITH CLEAN WATER, COAT SUIEACE WITH NEAT CDOIT PASTE AND TAP TO OVFAFUL WITH DRYPICK N AT LEAST TWO LAYERS. CURE FOR 10 DAYS AND HONE FLUSHED AND SMOOTFL C. CONTRACTOR SMALL VERIFY ILL SIZES AND LOCAT06 OF ALL ELECTRICAL OPUMOS AND EQUPMENT/BUILDIM PADS WITH THE ELECTRICAL DRAWINGS AND SHOP DRAWINGS. IT SF41L BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SIEEVLS FOR PROPER D6NIBUTION FOR ALL UTILITIES. COFNP/CTDR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON STDCIURAL DRAWINGS. PRIOR TO POURING CONCRETE THE INDEPENDENT TESTING AGENCY SHALL INSPECT ALL FOUNDATION STEEL AND FOUNDATION SUBGRADE. 10.0 CTRIKTINM sun MEET OR EXCEED MANUFACTURER'S RECOMMENDATIONS A UNLESS OTHERWISE NOTED, ALL DETAILING , FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MAHAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE SRUCTURES (ACT 315). B. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL. CONFORMING TO ASTM A -615, GRADE 60, DEFORMED. C. HEATING AND WELDING OF BARS IS PROHIBITED WITH THE EXCEPTION OF WRITTEN APPROVAL O' THE STRUCTURAL ENGINEER. D. ALL REINFORCEIW BARS TO BE FREE FROM LOOSE RUST AND SCAR. E UNLESS OTHERWISE NOTED, ALL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVERAGE OF 3 INCHES THIS MAY REQUIRE SPACERS AND CHAINS AS REQUIRED BY TESTING AGENCY OR CONSTRUCTION MANAGER. F. SPLICES IN REINFORCEMENT STEEL ARE PROHIBITED, UNLESS APPROVED BY COISTRUCTI N MANAGER. ALL SPLICES MUST THEN MEET ALL APPLICABLE ASTM STANDARDS FOR SPLICING. 11.0 SITE NAME: CROSS ROADS SITE NO. CV393A 3514 MONACAN TRIAL HIGHWAY NORTH GARDEN, VA 22959 MEET ALL APPLICABLE CODES, REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS, AND AT &T CONSTRUCTION SPECIFICATIONS. GENERATOR SPEOFIGTIONS 1. SWITCHES AND STANDARD FEATURES = iv - `\ ` :- • �> A CYCLIC CRANKING B. ALARM HORN WITH SILENCING SWITCH C. VOLTAGE ADJUSTING RHEOSTAT GENERATOR ACCESSORIES D. OVERWXTAGE PROTECTION 1. MAN LINE CIRCUIT E. REMOTE TWO -WIRE AUTO STMT SYSTEM 149ALLED ON F. LAMP TEST SWITCH 2. VOLTAGE REGUAT G. RUN-OFF-RESET/AUTO SWTCH (ENCNE STMT) 3. SAFEGUARD H. ENGINE COOIDOWN TRIER (5 MINUTES) wo 2. ERROR -PROOF MIRING HARNESS FOR ELECTRICAL ENGAGE FLECIRICIL ACCT CONNECTIONS 1. FLECT ONIC /ISOC 3. PANEL DAPS 2. BATTERY RACK, 4. DC CIRCUIT PROTECTION SYSTEM -LEAD ACID UNIT 3. BATTERY CHARGER 1. WEATHER HOUSING-STANDARD WITH ROOF MOUNTED /� l�r •• SILENCER 2. MOUNTED CRITICAL GRADE UHN15T SILENCER DESKNED B. pNNN DRAWN 3. TAR PIPE AND RAIN CAP CODING SYSTEM ACCESSORIES 1. UNIT MOUNTED RADIATOR VA- CV393A -SP -2 2. ENGINE BLOCK HEATER FUEL _'STEM ACCESSLWIES 1. FLEXIBLE NFL LINES 2. ENGINE BLOC( HEATER 3. SUBBASE FUEL TMK -172 GALLONS 4. DOUBLE WALL CONSTRICTION WITH LEAK DETECTION MONITOR 5. U.L 142 LISTED 6. FUEL LEVEL CALGE 7. LOW FUEL LEVEL ALARM 8. FILL PPE EXIEIIDED 10% INTO TAN( V" 9. HIGH -FUEL LEVEL NMN -SET AT 95% 10. 7.5 GALLON LOCKABLE FILL WITH SPILL CONTAINMENT BREWER -100 AMPS, CENERATDR OR Eli BRFANER FR KIMUS GOVERNOR CABLES AND STARTING BATTERY TYPE - AUTOMATIC 6 AMP OUTPUT 6Kq COIDYBMA FIB =BIN III 'C =" RNLI tlMApl. M rLOAI -2886 IFL (>Di 6J1 -6000 a r c h i t e c t s FNO aDTN U1 -6i00 e n g i n e e r s SITE NAME: CROSS ROADS SITE NO. CV393A 3514 MONACAN TRIAL HIGHWAY NORTH GARDEN, VA 22959 at$ct Tam HAU 1 1BDt AN SAW 700 61DI AMnI M 21N0 = iv - `\ ` :- • �> ec FALLS uecH"cIv��Z ' YZ` • SPECIFICATIONS 0 02 -12 -OBI FINAL CDNSTRtCFON DRAWINGS BR wo &W A 01 -09 -M PREUIuNArr mNSTR1lCD)N DRAWINGS cuw Bw0 I31ED W. DATE RLVISIONS Br CHIC /� l�r •• SGIE: As sloaiN DESKNED B. pNNN DRAWN GMw VA- CV393A -SP -2 0 GENERAL NOTES: 1. THE GENERAL CONTRACTOR MUST VERIFY ALL DNEN9pi5, CDNDITGNS, AND EX AVIATION AND GRADING NOTES, 1. ALL CUT AND FILL SLOPES SHALL BE 3 : i MA%N1M. UTILITY 1. ppFS ALL UTRID' POLES SHALL BE 35 FT., CLASS 4 OR AS DIRECTED m THE UTIN ELENIIKNS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE CALLED TO 2. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE PROVIDER. THE CONTRACTOR SHALL COORDINAATE NTH THE UTILITY COMPANY PRIOR THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEE DING SUBSTANIVLLY HORIZONTAL ON UNDISNRBED AND UNFROZEN SOIL AND BE FREE TO EXCAVATING OR INSTAWNG PINY UTILITY POLES. WITH THE WORK NA WORK BE A MDROANLULE MANNER N FROM LOOSE MATERIAL AND EXCESS GROUND WATER DEWATERNG FOR EXCESS ACCORDANCE WITH ACCEPTED CONSIRIIGTION PPICTOES. COPT TON PRACTICES. C GROUND WATER SHALL BE PROVIDED IF REQUIRE. 2. R 6 THE INTENTION OF THESE DRAWINGS TO SIIOM THE COMPLETED 3. CONCRETE FOUNDATIONS SHALL NOT RE PACED ON ORGANIC WTFAVL IF INSTALLATION. THE CONTRACTOR SHALL BE REIN ACCORDANCE E FOR ALL TALL NAT OW, BRACING, SHORING. TES. FORA WORK, FTC.. M ACCORDANCE ALL SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DFPIH. THE STATE, AND LOCAL ORDINANCES. K A ALL BEM. TO SAFELY EXECUTE ALL WORK AND SMALL BE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO IS FULL DEPTH AND EITHER BE W RE4PONSIBLE FOR SNIE ALL WORK SFUll BE N ACCORDANCE WITH LOCAL CODES. REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION STALL BE FILLED WITH CONCRETE OF THE SAE QUALITY SPECIFIED ABBREVIATION KEY 3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKKLED WORKMEN WHO FOR THE FOUNDATION. ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE ELY WITH THE REQUIREMENTS AND METHODS 4. DIN/ EXCAVATION OVEN THE REWIRED DEPTH $FV11 BE FILLED WITH FITTER I DIAMETER ED FOR OF THE NEEDED FOR PROPER PERFORYNNCE OF THE WORK. ER PER MECHANICALLY COMPACTED GLRA " MATERIAL OR CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOLMDON. CRUSHED STONE MAY BE USED TO Q AND 4. CONSTRUCTION CONTRACTOR AGREES THAT N ACCORDANCE WITH GENERALLY STABILIZE THE BOTTOM OF THE EXCAVATION. STONE IF USED, SHALL NOT BE USED ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE AS COMPILING CONCRETE THICKNESS. BTH. BOTTOM CONDITIONS TO ISSUE SCE AND COMPLETE RESPONSIBILITY CTIOF THE FOR JOB SIZE CONOWET WRING THE COURSE OF CONSTRUCTION OF THE PROTECT, INCLUDING 5. 91ER COMPLETION OF THE FOUNDATION AND OTHER COWERLICTION BELOW CENTER LINE THE SAFETY QU ALL PERSONS AND PROPERTY. THAT SNAIL MADE GRADE, AND BEFORE RACK FILING, AL EXCAVATIONS SHAM BE CLEAN OF 70 APPLY COHINXXISLY AND N01 BE UNITED TO NORMAL MORKNG FLOURS AND NORMAL WORKING S UNSUITABLE MATERIAL SIKH AS VEGETATION, TRASH, DEBRIS. AND SO FORTH. COLIC. CONCRETE CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOD DESIGN 6. ALL BAO(FLING SHALL (1) USE APPROVED MATERIALS CONSISTING OF FARM, ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN LOW, SANDY CLAYS, SAND NO GRAVEL, OR SOFT SHALE, (2) BE FREE FROM C.J. CONTROL JOINT CONNECTION WITH PERFORMANCE OF WORK ON THIS PRORCT. CLODS OR STONES OVER 2 1/2' MAM DIMENSIONS, AND (3) BE PACED XILO M 5. SITE GROUNDING SIALL COMPLY WITH CINGULAR GROUNDING STANDARDS, LATEST LAYERS AND COMPACTED . QA DIAMETER EDITION, AND COMPLY WITH CINGIAM GROUNDING CHECKLIST. LATEST VERSION. 7. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED N LAYERS, EL ELEVATION WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT, THEY SHALL MAXIMUM 6' LAID BEFORE COMPACTION. EACH LAYER SMALL BE SPRINKLED F GOVERN. GROUNDING SMALL BE COMPLETED BEFORE ERECTION OF A NEW TURK REQUIRED AND COMPACTED BY HAND OR MACHINE TAMPERS TO 95% OF MAXIMUM E.S. EACH SIDE 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REOIIREMENIS. DENSITY. AT THE OPTIMUM MOISTURE CONTENT OF 325 AS DETERMINED BY ASTM PROCEDURES FOR THE PROTECTION OF EXCAVATKNS. EXISTING CONSTRUCTION. AND DESIGNATION D -698, UNLESS OTHERWISE APPRIAED. SUCH BACK FELL SMALL NOT E.W. EACH WAY UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. F BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE TETMPORWY LIGHTING AND HARKING ARE REWIRED BY THE FEDERAL AVIATION 8, THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND FFI FLANGE FACING INSIDE ADMINISTRATION (FAA), IT S THE CON RACTOFS RM06BIR TO MAINTAIN THE PREVENT WATER FROM STANDING. THE FINIAL GRADE SHALL SLOPE AWAY N ALL NECESSARY LOOTS AND NOTIFY THE PROPER AUTHORITIES N THE EVENT OF A PROBLEM. DIRECTIONS FROM THE FOUNDATION AREA (MP TO ME FOOT OUTSIDE THE FENCE FFO FLANGE FACING OUTSIDE OR GROUND SYSTEM PERIMETER) AND SHALL BE COVERED WITH A GEOTEXIILE FT. FEET 7. ALL WORK SHALL BE ACCOMPLISHED N ACCORDANCE WITH ALL LOCAL, STATE, FABRIC NRAFI 50OX OR APPROVED EQUAL TO PREVENT REOCCURRENCE OF + AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN VEGETATIVE GROWTH. AN THEN SHALL BE COVERED WITH 4' DEEP COMPACTED F.V. HELD VERIFY THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. STONE OR GRAVEL B. ANY DAMCE TO ADYCENT PROPERTIES WILL BE CORRECTED AT THE 9. THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL GALY. GALVANIZED CONTRACTOR'S EXPENSE. MEASURES AS REQUIRED BY LOCAL, CITY. COIMIY, AND STATE COOS AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT HORIZ. HORIZONTAL 9. THE CONTRACTOR S RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE ACCUMULATION OF SOL AND AT IN STEAMS AND DRAINAGE PATHS FROM LEAVING BUIONG INSPECTION DEPARTMENT TO SCHEDULE THE REQUITED INSPECTIONS. A THE CONSTRUCTION AREA THIS MAY INCLUDE SUCH MEASURES AS SET FENCES, N. NCH UINNUM OF 24 HOURS OF NOTICE SHOULD BE GIVEN AND THE BOLDING STRAW BALE SEDIMENT BARRIERS, AND CHECK DRS. INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE STIES BE SCHEDULED AT ONE TIME F POSSIBLE 10. FILL PREPAATION REMOVE ALL VEGETATION, TOPSOIL, DEWS, WEE AND LFO LEG FACING OUTSIDE LMSATISFACTOO' SOIL MATERIALS. OBSTRUCTIONS. AND DELETERIOUS MATERIAL FROM LLVD LONG LEG VERTICAL DOWN 10. FOR NEW TOWERS, CINURAR WILL CONFIRM FAA APPROVAL OF TOWER GROUND SURFACE PRIOR TO PLACING FILLS, PLOW STRIP OR BREAK LP SLOPED LOCATION BY ISSUING TOWER RELEASE FORM. NO TOWER SMALL BA CONSTRUCTED SURFACES STEEPER THAT 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL LLW LONG LEG VERTICAL UP UNTIL TOWER RELEASE FORA IS ISSUED TO THE CONTRACTOR BOND WITH EXISTING SURFACE WHEN SUBGRADE OR EXISTING GROUND SURFACE TO IT. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR Fll. BREAK UP MAL MAOMUM WITH THE SPECIFICATIONS AND TOM DRAWINGS ANALYSIS CONTRACTOR 6 GROUND SURFACE TO REQUIRED DEPTH, PULVERIZE, MOISTURE CONDITION OR RESPONSIBLE FOR RENEW OF THE TOTAL BB PACKAGE PRIOR TO BID SUwnTAL IRATE SOIL. AND RECOMPALT 70 REQUIRED DENSITY. MFR MANUFACTURER 12. THE OWWOR SMALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES WITHIN 11. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING S REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING MN MINIMUM THE CONSIRUCTION LIARS PRIOR TO CONSTRUCTION. SHALL BE REPRICED TO MATCH EXISTING ADJACENT GRANT SURFACING AND SHALL FOR EVE DRAINAGE ON 13. THE CAT TIM S RESPONSIBLE BE OF THE SAE THK 04TH SURFACES AND GRAVEL SURFACING SHALL BE FREE MPH MILES PER HOUR THE ALL AND ER CONTROL S ALL ALL TIMES. SILT AND EROSION CONTROL SIVW. AG MO ON MAY FROM CORRUGTONS AND WAVES. EXSTNG GRAVEL SURFACING MAY BE EXCAVATED O.C. ON CENTER DOW ST THE DOWNSTREAM SITE OF THE SIZE AT ALL TIMES. Alt! DAMAGE TO ADJACENT ADJACENT SEPARATELY AND REUSED IF INJURIOUS NOUNS OF EARTH, MATTER, OR PROPERTIES WILL BE CONNECTED AT THE CONTRACTOR'S EJPIENSE. OTHER DELLTEROIIS MATFRIALS ARE REMOVED PRIOR TO REUSE FURNISH ILL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. BEFORE GRAVEL R PLATE 14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TO A SURFACING S REPLACED. SUBGRADE SHALL BE GRADE TO CONFORM TO REQUIRED MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SUBGRADE ELEVATIONS, AND LOOSE OR DUMBED MATERIALS SHALL BE REINF. REINFORCE SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASED PROPERTY MORODHLY COMPACTED. DEPRESSIONS N THE SUBGRADE SMALL BE RILED AND SHALL BE REPAIRED BY THE CONTRACTOR. COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL REO'D REWIRED 15. ALL SUITABLE DORROW MATERIAL FOR BACKFLL OF THE SITE SMALL BE SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE. 12. PROTECT EXISING GRAVEL SURFACING AND SUBGRADE N AREAS WARE SDI' SIMILAR INCLUDED M THE DD. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE EQUPMENT LOADS WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR DESIGNED TO SPREAD EQUIPMENT LADS. REPAIR ANY DAMAGE TO EXISTING GRAVEL STD. STANDARD TO DISPOSAL. SURFACING OR SIRGRVOE WHERE SUCH DAMAGE S DIE TO THE COATI XECR'S SR STEE L 16. SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS OPERATIONS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT. THE CONTRACTOR IS 13. DAMAGE TO EXISTING SIRUCTMES AND UTILITIES RESULTING FROM TYP. TYPICAL RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED /REPLACED TO OMNFRS'S VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD. SATISFACTION AT CONIRN:OR'S EXPENSE U.N.O. UNLESS NOTED OTHERWISE 17. PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED N. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE Vim_ VERTICAL PERIFIS, LICENSES, FEES, INSPECTIONS, ETC AND PROVIDE IDS 11 ADDRESS TO PROPERTY OWNER SO AS TO AVOID MERRAFTIM TO PROPERTY OWNERS ATRT. OPERA VlD VERTICAL LEG OOMPH 18, RECORD DRAWN : MAINTAIN A RECORD OF ALL CHANCES, SUBST UTONS, 15. ENSUE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF ETC., BETWEEN THE WORK AS SPECIFIED AND INSTALLED. RECORD CFIANGES ON A CONSTRUCTION. VLU VERTICAL LEG UP �HLl' 0 CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE 16. PoPRAP SHALL BE CLEAN, HARD, SOUND. DURABLE IMFORN N OIINM, AND WITH ♦ f CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. FREE OF ANY DETRIMENTAL QUANTITY OF SOFT. FRIABLE, THIN, ELONGATED OR W/ O LAMINATED PIECES. DISINTEGRATED MATERIAL. ORGANIC M47M OIL. ALxw, OR N 4 �% (�(p �� GX� OTHER DELETERIOUS SUBSTANCE ' Tt I nP-13 D. 2 SFE NAME' CROSS ROADS -,y 4 ARCHITECTS ENGINEERS C 33 FALLS CHURCH, VA 2 Sm mum NIA 101 SITE NO. CV393A 0 0 -12-09 FINAL CONSTRUCTION DRAWINGS DR BMA pNG .- - - FINIS EL (7 M - NX)0use GAWK 1- TEL (1aT ti71 -eom atBct 2 16 09 [= -. _ SPECIFICATIONS A 01 -0 -0 PRnNMIN CONSTRUCTION DRAWINGS cuw BMq BAq a r c h i t e c t s FA (M 671-MI) 3514 MONACAN TRAIL HIGHWAY UKm PIA2A 1 / C DRAWING Nu1WJQR TREV NORTH GARDEN, VA 22959 1°°1 L0° R sWa e0° No. DATE REVISIONS BY CHK e n g i n e e r s GLEN AMDL M MM VA- CV393A 0 scut: AssHIOWw oESroNm B.WINN DRAWN GM w -SP -3 600Z G T 833 2 E uT$i 6 ?� �➢ i� 3 3( t P P 9 E¢ r! 3 ❑ I i ❑I I l t ❑❑ $■■■ W m A q � Of U. co a 5 m d a� L A R Q 1 d O 7 CL G N O Q O O L O J.. A m n r a+ n r 2� C U t u eC d Di— Dial: 434.951.5701 kcam�ichael@wilGamsmu8eo.com AA M[ I WILLIAMS MULLEN February 12, 2009 VIA BAND DELIVERY Gerald Gatobu, Principal Planner County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 RE: SDP 2009 -00005 Woodson Property / AT &T Wireless Telecommunications Facility AT &T Site IICV393A— Crossroads" Critical Slopes Waiver Request Dear Mr. Gatobu: AT &T is submitting this request to allow disturbance of critical slopes for the installation of the proposed New Cingular Wireless PCS (AT &T) wireless telecommunications facility. Overview: The facility consists of a telecommunications facility monopole structure, a 180 square foot concrete equipment slab within a 400 square foot gravel compound, and a gravel access road covering 1529 square feet. These areas (1929.7 square feet combined) total 1.0% of the parent parcel, Albemarle County Tax Map 08700- 00 -00- 005130. Of the total combined square feet pertaining to the telecommunications facility, about 548 square feet (28% of the facility's area) are on critical slopes. The construction of the telecommunications facility will require approximately 683 square feet of disturbed area on the critical slopes, all of it in the form of grading and fill at the access road. The areas of critical slopes are identified on the drawings prepared by BC Architects Engineers dated February 12, 2009 (the "Zoning Drawings "). AT &T will address the five health, safety and welfare provisions of section 4.2, Chapter 18 of the Albemarle County Zoning Ordinance below: Rapid and/or large scale movement of soil and rock Construction of the tower compound and access road will not require substantial grading, but, rather, it will require some minimal fill, gentle smoothing and finish grading. No A Prof —ional Corporation NORTH CAROLINA • VIRGINIA • WASHINGTON, D.C. • LONDON 321 Fitt Main SL, Six 400 Charlottov&, VA 22902 -3200 Td: 434,951.5700 F.; 804.783.6507 -43' AttaehlllCntC www.williamsmuumxom .�i 1 AA M[ I WILLIAMS MULLEN February 12, 2009 Page 2 blasting or rock removal is proposed or foreseen. The site will be geologically stabilized with erosion control measures as outlined in the Zoning Drawings. These measures include: 1. Silt fences to confine soil and rock within the telecommunications facility and access road areas; and 2. Soil stabilization blankets and matting at the existing steep slopes. Permanent stabilization of the disturbed areas will be achieved through finish- grading, graveling and grassing/vegetation. Excessive stormwater run -off Overall, the proposed telecommunications facility is calculated to minimally increase the site's soil permeability and stormwater runoff. The finished surface of the telecommunications facility's site will be pervious, consisting of a layer of gravel over a meshed layer of geo- synthetic fibers that will filter stormwater back into the soil instead of allowing it to flow off -site. Any excess stormwater runoff will be transported as sheet flow through the highly permeable soils of the existing wooded downslope area and will be quickly absorbed. Siltation of natural and man -made bodies of water No existing bodies ofwater have been identified on the subject parcel. The proposed telecommunications facility comprises a minute portion of the property, which is a substantially undeveloped and stabilized wooded parcel. The proposed soil compaction, geo - synthetic fiber layer and gravelling will stabilize the soil at the access road and lease area. This structural stabilization — combined with the extensive, existing vegetation to remain down slope from the facility — will ensure that silt will not enter nearby water bodies on adjacent properties. Loss of aesthetic resource The telecommunications facility is not located on a critical slope identified on the maps of the Open Space Plan. The existing aesthetic resources of the subject parcel reside chiefly in the characteristics of the existing wooded slope. There will be no significant loss to these resources. AA WILLIAMS MULLEN February 12, 2009 Page 3 The majority of the existing wooded vegetation will remain with only four trees to be removed for this facility. The existing trees to remain will receive tree protection during and after construction. The existing tree canopy uphill from the site will provide adequate backdrop for the tower for views from the West and cover for views from the North and East. This telecommunications facility is located within a small clearing within the wooded parcel. Greater travel distance of septic effluent The proposed telecommunications facility will be unmanned, with no septic or plumbing systems. The concerns of this section are not applicable to this request. Interpretation of Section 4.25(b) Section 4.2.5(b) allows the Planning Commission to waive the restrictions on disturbing slopes upon finding the following (in part): 1. A strict application of these provisions would not forward the purposes of the Zoning Ordinance. The telecommunications facility is located in a wooded area on the side of a steep hill in order to reduce visibility by using the back drop of trees, but also to remain effective. Its location in this area requires fewer disturbances to the land and makes the tower less visible from the surrounding area. Generally, the critical slopes regulations in the Rural Areas are mainly focused toward ensuring that adequate building sites can be attained for dwellings or other uses dependent on sewage systems without large - scaled, adverse impacts to critical slopes. Section 5.1.40(b)(1) states "Notwithstanding section 4.2.3.1 of this chapter, a facility may be located in an area on a lot or parcel other than a building site." According to the Zoning Ordinance, therefore, the building site requirements they relate to critical slopes are not relevant to personal wireless service facilities ( "PWSF's "). The proposed facility will comply with the requirements for mitigating visual for treetop PWSF's. This particular site was located within the parent parcel to provide access from an existing driveway and highway entrance while maintaining setbacks from adjacent properties. The subject parcel is located on the side of a large hill and thus, there are large areas of steep slopes. Although there are portions of the subject parcel which avoid critical slopes, this would necessitate a longer access road thus disturbing even more of the subject property's natural topography. Further, the majority of the other areas on the subject parcel which are not critical slopes consist of the septic drain field and therefore J� U� WILLIAMS MULLEN February 12, 2009 Page 4 cannot be disturbed to serve as access. In addition, additional clearing for an alternate access road to avoid critical slopes could require the removal of additional trees and natural vegetation and increase the visibility of not only the access road, but also the telecommunications facility. Therefore, strict applications of Section 4.2 would not forward the purposes of the Albemarle County Code or the Personal Wireless Services Facility Policy. 2. Due to its unusual size, topography, shape of the property, location of the property or other unusual conditions, excluding the proprietary interest of the developer, the requirements of section 4.2 would effectively prohibit or unreasonably restrict the use of the property or would result in significant degradation of the site or adjacent properties. The subject parcel is located entirely on the side of a steep hill and thus the entire parcel is a steep slope and portions are critical slopes. As a result, the telecommunications facility was located on the parcel within trees to minimize its visibility, off of an existing driveway to reduce the need to clear vegetation or trees for access, but the facility remains on the side of a steep slope. Thus, due to the subject parcel's unusual topography the application of the strict requirements of Section 4.2 would unreasonably restrict the installation of a telecommunications facility on this subject parcel. The siting of the telecommunications facility was specifically chosen to have a backdrop of trees and therefore reduce the visibility of the monopole from the surrounding area. 3. Granting such modification or waiver would serve a public purpose of greater import than would be served by strict application of section 4.2. Wireless telecommunications facilities are an important utility for the public to provide reliable mobile phone coverage for emergency purposes as well as an important utility for emergency personnel who commonly locate their own equipment on the monopoles. In this particular instance, the siting of this monopole on the side of a steep hill will provide the backdrop of trees from most directions thus mitigating potential visual impacts to the public. Thus, it will enable the public to benefit from the wireless telecommunications services without the facility having an adverse visual impact. This will further the goals of the Comprehensive Plan. ;I WILLIAMS MULLEN February 12, 2009 Page 5 Conclusion: Many of the concerns associated with the disturbance of critical slopes and the criteria for evaluating a critical slopes waiver are considered and addressed generally through the existing Personal Wireless Service Facilities Ordinance requirements, such as the requirements for tree conservation plans, finished grades, and sound construction techniques. The telecommunications facility is located in a small compound area using a short access road (a portion of which is existing), and, because of the siring, has a backdrop of trees to reduce visibility. Therefore, we appreciate your thoughtful consideration in analyzing this particular request for consistency with the criteria for modifying the critical slopes regulations based on its own merits. Please contact me if you have any questions or need any additional information. ReWCicha.1 Ka cc: Gerry Sharpe, SAI David Richardson, BC Architects Engineers Valerie W. Long, Esq. 171— rvl ' 801111. Balloon Test atstt Cross Roads CV393A 3514 Monacan Trall Hwy., Nonh Garden, VA ZM 80ft. Monopole Simulatlun View from Monacan Trail Highapproximately BOOR. northeast M.L. of ite Attachment D .._ 6002 � � 93� ia 'k as MQ :°i i r � `o > I O'a� O +� .a 0.51:2 rU � of E 3� H ..gg L- O 0� IL W Attachment D 1� 1 1 r It I4 r r Q w4) j O M pi Oar Lc OY 00 N O C%.-. ca -p Z O [L O IMIZ ME , v 1LH . wmT (A zi Co C Attachment D 8 r 1, Attachment D r A W +, >1 C.0= 0. `i 32.0 �X E 19 N t N C V� 0A Attachment D ARCHITECTURAL REVIEW BOARD STAFF REPORT Project #: Name ARB -2008 -152: Woodson (AT &T) Crossroads Review Type Preliminary Review of a Site Development Plan Parcel Identification Tax Map 87, Parcel 5B Location 3514 Monacan Trail Road: Located approximately 950 feet northeast of the intersection of Plank Road (Rt 692) and Monacan Trail Road (Rt 29). Zoned Village Residential (VR), Entrance Corridor (EC) Owner Rebecca Lea Woodson Applicant AT &T/Williams Mullen, Valerie Long Magisterial District Samuel Miller Proposal To construct a telecommunications facility consisting of an 84' tall brown metal pole with associated flush antennas, ground equipment, and fencing. ARB Meeting Date March 2, 2009 Staff Contact Brent Nelson SITE/PROJECT HISTORY • The ARB has not reviewed any previous proposals for this parcel. • 1/12/09: SDP 2009 -5, Woodson Property, AT &T — Crossroads, application received for a Final Site Development Plan. This proposal is tentatively scheduled for review by the Planning Commission on March 10, 2009. PROJECT DETAILS The applicant proposes to establish a telecommunications facility consisting of the following items in a 20' x 20' (400 sf) lease area: • Proposed steel monopole, painted SW #6090 Java Brown, 84' tall, height 10' above the top of the reference tree (10" caliper Tulip Poplar). • Two proposed equipment cabinets on a 10' x 12' concrete pad located in the lease area. Each cabinet is 4' -3" (w) x 3' (d) x 5' -3" (h). • One AC breaker & panel board. • Coaxial cables. • Three panel antennas painted SW #6090 Java Brown, each measuring 51.6" (h) x 12.1" (w), installed with pipe mounts permitting down tilting not to exceed a maximum of 12"' between face of pole and face of antenna. Top elevation of each antenna below top elevation of monopole. Other pertinent information: • Access to site provided by an existing paved driveway leading into a proposed 20' wide ingress /egress easement. 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Issue: Visibility Comments: ARB staff attended a balloon test on Friday, January 30, 2009. The balloon was raised from the location of the proposed monopole and to the height of the monopole, 10' above the top of the reference tree. The balloon was readily visible and sky -lit from the northbound lane of Route 29 immediately west of the Crossroads Store and from the southbound lane of Route 29, 1000' northeast of the site. The balloon was visible but not sky -lit from the northbound lane of Route 29, 1,200' south of the intersection with Plank Road. In that location, a backdrop was provided by the canopied hillside behind the facility. Lowering the balloon from 10' to 7' above the reference tree did not result in a material difference in its visibility from any of the aforementioned locations. At the applicant's request, a second balloon test was conducted on Monday, February 9, 2009 with the balloon raised to a height 4' above the reference tree. At that elevation, there was a material difference in its visibility from all locations where it was previously viewable. From points along Route 29, south of the intersection with Plank Road, the impact of the mountain (canopy) backdrop increased, further mitigating the balloon's appearance. From points along Route 29 north of the site and immediately west of the Crossroads Store, the balloon continued to be sky -lit: however, the visual impact was substantially mitigated by it's appearance directly at treetop level. Recommendations: Revise the proposal to indicate a top elevation of the monopole 4' above the reference tree, 850.3' AMSL. Issue: Access Drive/Location/Tree RemovaVTree Preservation Comments: Sheet A -0 Site Plan shows the location of the proposed 20' wide access easement (12' wide access drive) commencing at the halfway point of the existing driveway. Due to the small scale (1" = 80') of the drawing, the lack of any existing /proposed grading and information concerning existing trees that would be removed, the impact from the installation of this access drive could not be fully assessed. The location of the drive was staked at the balloon test and appeared to impact a number of existing trees and critical slopes. Recommendations: Revise the application plan to include a drawing, with a minimum scale of 1 "= 30', clearly showing the location of the proposed access drive and easement. This drawing should include existing and proposed topography, clearly showing the location of all existing trees to remain as well as those to be removed. Tree protection, located at the edge of existing trees to remain, should be included on the drawing. Issue: Tree Drip Line/Proposed Grading/Tree Protection Comments: Sheet A -1 Compound Plan & Elevations shows 2 proposed grading contours in the lease area; neither contour is labeled for elevation. The contour in the northwest corner of the lease area (772) is not rounded to meet the existing condition. It appears that the contour, once rounded to meet the existing condition, would impact the drip line of the existing tree to the west designated to remain. The actual location of the reference tree drip line, east of the lease area, does not appear to be shown. It appears that a standard 18' diameter tree symbol was used to represent the drip line of all the existing trees. As a result, the full impact of this proposal on the reference tree and the other existing trees adjacent to the lease area, designated to remain, could not be adequately assessed. Verification is needed 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 would not be detrimental to the health of the trees that are to remain. A tree conservation plan, with measures limiting impacts on existing trees to remain, will need to be submitted and approved before the Certificate of Appropriateness can be issued. Recommendations: Revise Sheet A -1 Compound Plan & Elevations by labeling the proposed grading contours. 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All proposed lighting is for temporan maintenance and security use only. SUMMARY OF RECOMMENDATIONS Staff recommends the following as the primary points of discussion: 1. Anticipated visibility of the monopole from the Corridor. 2. Impacts, by grading and site design, on the reference tree and other existing trees designated to remain. Staff recommends approval of a Certificate of Appropriateness, pending staff administrative approval of the following conditions: 1. Revise the proposal to indicate a top elevation of the monopole 4' above the reference tree, 850.3' AMSL. 2. Revise the application plan to include a drawing, with a minimum scale of I " =30', clearly showing the location of the proposed access drive and easement. This drawing should include existing and proposed topography, clearly showing the location of all existing trees to remain as well as those to be removed. Tree protection, located at the edge of existing trees to remain, should be included on the drawing. 3. Revise Sheet A -1 Compound Plan & Elevations by labeling the proposed grading contours. Revise the grading contour in the northwest corner of the lease area (772) by rounding it (10' radius min.) to meet the existing condition. Revise the location of the contour to avoid impacting the canopy /root system of the existing tree (to remain) adjacent to the northwest comer of the lease area. Revise all applicable drawings to show the actual drip line of the reference tree and all existing trees to remain that require tree protection. 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. Revise all applicable drawings in this application by identifying the reference tree for caliper and type. Revise the tree table, located on Sheet A -1 Compound Plan & Elevations, by identifying the reference tree. 5. Revise all applicable drawings in this application to indicate that the proposed wooden fence will be painted SW #6090 Java Brown, to match the proposed monopole. 6. Revise all applicable drawings in this application to show the location of the electric /telephone utility trench, demonstrating that the location is free of any conflicts with the canopy /root system of existing trees, including the reference tree, that are to remain. Revise Sheet A -I Compound Plan & Elevations to include the note: All monopole cables and wires to be located interior to the monopole structure. 7. Revise Detail I /A -4 on Sheet Equipment Specs to include the following note: The proposed light.fixture will be shielded in accordance with Albemarle Counn. requirements and operated by motion sensor. All proposed lighting is for temporart, maintenance and security use only. ARB 3/2/2009 Woodson (AT &T) Crossroads, Preliminary - Page 5 4 V w s