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HomeMy WebLinkAboutSDP200800110 Staff Report 2008-09-09ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP 2008-110 Carroll Creek- Staff: Megan Yaniglos, Brent Nelson AT&T/Cingular Tier II PWSF Planning Commission Public Hearing: Board of Supervisors Hearing: September 9, 2008 N/A Owners: Robert and Carolyn Sweeney Applicant: Burke Lewis- McGuire Woods Acreage: 516.054 acres Rezone from: Not applicable (Lease Area: 2,000 square feet) Special Use Permit for: Not applicable TMP: Tax Map 94, Parcel 17 By -right use: RA, Rural Area and EC, Location: Located off of the Thomas Entrance Corridor Zoning Jefferson Parkway Route 53 Magisterial District: Scottsville Proffers/Conditions: No Requested # of Dwelling Units/Lots: N/A DA - RA - X Proposal: Request for replacement of a Comp. Plan Designation: Rural Area in treetop personal wireless service Rural Area 4. wooden monopole with another wooden monopole at the same height. One additional antenna is proposed. The facility will continue to utilize the existing round equipment cabinets and access. Character of Property: Large parcel that is Use of Surrounding Properties: Single - mainly wooded, agricultural, and contains family Residential streams Factors Favorable: Factors Unfavorable: None 1. The proposal is to replace an existing monopole that has limited visibility with another monopole at the same height. 2. The Architectural Review Board has given Staff the authority to approve the plan administratively based on minimal visibility from the Route 53 Entrance Corridor. Recommendation: Section 5.1.4 Personal Wireless Facility- Staff recommends approval of this personal wireless service facility. STAFF CONTACT: PLANNING COMMISSION: AGENDA TITLE: PROPERTY OWNER: APPLICANT: Megan Yaniglos; Brent Nelson September 9, 2008 SDP 08-110: Carroll Creek- AT&T/Cingular Tier I1 PWSF Robert and Carolyn Sweeney Burke Lewis- McGuire Woods PROPOSAL: Request for approval for the replacement of a treetop personal wireless service wooden monopole with another wooden monopole at the same height [Attachment A]. The proposal includes the replacement of the existing wooden monopole, antennas, and lightning rod. The proposed wooden monopole will be at the same height as the existing, 88.9 feet, and will include an additional flush mounted antenna, which will increase the total number of flush mounted antennas on the facility from two to three. The facility will continue to utilize the existing ground equipment cabinets. This application is being made in accordance with Section 10. 1.22 of the Zoning Ordinance, which allows for Tier Il wireless facilities by right in the Rural Areas. The property is 516.054 acres, described as Tax Map 94 Parcel 17, is located in the Scottsville Magisterial District off of Thomas Jefferson Parkway [State Route 53] and is zoned RA, Rural Areas and EC, Entrance Corridor. COMPREHENSIVE PLAN: The Comprehensive Plan designates the property as Rural Area in Rural Area 4 CHARACTER OF THE AREA: The facility will be located in the same area as the existing facility off of Route 53 in an area that is wooded [Attachments B and C]. Access to the facility will be from an existing 20" wide access easement. PLANNING AND ZONING HISTORY: SP2000-45: Approval of personal wireless service facility. STAFF COMMENT: Section 3.1 provides the following definitions that are relevant to this proposal: Tier 11 personal tivireless service, fircility: 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 I1 facilities" states: "Each Tier H,facility may be established upon commission approval of'an application satisfving the requirements of subsection 5.1.40(x) and demonstrating that the facility will be installed and operated in compliance tirith all applicable provisions of this chapter, criteria (1) through (8) below, crud satisfying till conditions of the architectural r•evietir hoard. The commission shall act on each application within the time periods established in section 32.4.2.6. The cormnission shall approve each applicution, without conditions, once it determines that all of these requirements have been satisfied. If the commission denies an application, it shall identify irhich requirements were not satisfied and inform the applicant what needs to be done to satis& each requirement. " The applicant has submitted an application that satisfies the requirements set forth in Section 5.1.40(a). The Architectural Review Board has given Staff the authority to approve this administratively. Staff has reviewed this request for compliance with the County's design guidelines for the entrance corridor and recommended approval. Section 5.1.40(d)(1): The facility shall comply tirith siibsection 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 ininirnize its visibility from adjacent parcels and streets, regardless of their distance from the,facility. If the facility wvi would be sible 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 minimise its visibility, fr•oin such river, park or jorest. If the, facility would he located on lands subject to a conservation easement or cin open space easement, the,facility shall he sited to so that it is not visible, from any resources specifically identified jor protection in the deed of easement. The facility is existing and does not have a negative impact on Route 53 currently. The pole and ground equipment are screened by existing vegetation. The existing and proposed pole is wooden, and the proposed additional antenna will be painted to match. Section 5.1.40(4)(3): The,facility shall not adversely inipact resources identified in the county's open space plan. 3 Staffs analysis of this request addresses the concern for the possible loss of aesthetic or historic resources. The proposed lease area is not delineated as a significant resource on the Open Space and Critical Resources Plan [Attachment D]. Staff believes there is no significant loss of resources related to the installation of the tower. A tree conservation plan, with measures limiting the impacts to existing trees remain will be submitted prior to application for the building permit. Section 5.1.40(d)(4): The,facility, shall not be located so that it and three (3) or more existing or approved personal wireless service facilities mould be within an area comprised of a circle centered anyH,here on the ground having a radius of ttivo hundred (200) feet. There are no other personal wireless service facility located within an area comprised of a circle centered anywhere on the ground having a radius of two hundred (200) feet. Section 5.1.40(d)(5): The maximum base diameter of the monopole shall be thirty (30) inches and the maximum diameter cit the top cif the monopole shall be eighteen (18) inches. Notes on the site plan for this facility propose a monopole diameter not to exceed 30 inches at the base or 18 inches at the top. These dimensions comply with the maximum width requirements for treetop monopoles serving Tier II facilities. Section 5.1.40(d)(6): The top of the monopole, measured in elevation above mean .sea level, shall not exceed the height apin•oved by the commission. The approved height shall not be more than seven (7), feet taller than the tallest tree within twenty-five (25) feet of the monopole, and Shall include any base, , foundation or grading that raises the pole above the pre-existing natural ground elevation; provided that the height approved by the commission may be rip to ten (10) feet taller than the tallest tree if the owner of the facility demonstrates to the satisfaction of the commission that there is not a material difference in the visibility of the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree; and there is not u material difference in adverse impacts to resources identified in the county , open space plan caused by the monopole at the proposed height, rather than at a height seven (7) feet taller than the tallest tree. The applicant may, appeal the commissioner's denial of a modification to the board of'supervisors as provided in subsection 5.1.40(d)(12). The replacement monopole will be (7) feet taller than the tallest tree within twenty-five (25) feet. Section 5.1.40(d)(7): Each ivood monopole shall he a dark brovi,n natural vi,00d color; each metal or concrete monopole shall be painted a brown wood color to blend into the surrounding trees. The antennas, supporting brackets, and till other equipment attached to the monopole shall be a color that closely inatches that of the monopole. The ground equipment, the ground equipment cabinet, and the concrete pard shall also he a color that closely matches that of 'lhe 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, f i(ade or fencing that: (i) is a color that closely matches that of the monopole; (ii) is consistent with the character of the area,- and (iii) makes the ground equipment and concrete pad invisible cit tiny time of year from any, other parcel or a public or private street. The applicant is proposing the replacement of the current wooden monopole with a new wooden 4 monopole. Along with this replacement proposal, the applicant is requesting an additional antenna be added to the monopole, bringing the number of antennas on the pole from two to three. The antennas will be painted to match the wooden monopole. The existing ground equipment is painted brown. Section 5.1.40(d)(8): Each ia,00d monopole shall be constructed so that all cables, wiring and similar attachments that run vertically,from the ground equipment to the antennas are placed on the pole to, face the interior of the properly and ativay from public vietiv, as determined by the agent. hfetal monopoles shall be constructed so that vertical cables, tiviring and .similar attachments are contained tivithin the monopole's structure. All of the cables, wiring and attachments will be placed facing the interior of the property and away from public view. Section 704(a)(7)(b)(I)(II) of The Telecommunications Act of 1996: The regulalion of the placement, construction and modification of personal 141reless facilities by any state or local government or instrumentality thereqf shall not prohibit of have the of feet of prohibiting the provision of personal ivireless services. The Telecommunications Act addresses concerns for environmental effects with the following language, "No state or local government or instrumentality thereof may regulate the placement, construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commissions' regulations concerning such emissions." In order to operate the proposed facility, the applicant is required to meet the FCC guidelines for radio frequency emissions. These requirements will adequately protect the public health and safety. It is staff s opinion that the denial of this application would not have the effect of prohibiting the provision of personal wireless communication services. RECOMMENDATION: Staff recommends approval of this personal wireless service facility. SUMMARY: Staff has identified factors which are favorable and unfavorable to this proposal: Factors favorable to this request include: 1. The proposal is to replace an existing monopole that has limited visibility with another monopole at the same height. 2. The Architectural Review Board has given Staff the authority to approve the plan administratively based on minimal visibility from the Route 53 Entrance Corridor. Factors unfavorable to this request include: 1. None 5 In order to comply with Section 5.1.40(d) of the Zoning Ordinance, the Planning Commission is required to provide the applicant with a statement regarding the basis for denial and all items that will have to be addressed to satisfy each requirement. ATTACHMENTS: A. Site Plan B. Vicinity Map C. Photos of existing facility and access road D. Open Space and Critical Resources Map Ct, SCOPE OF WORK OFJOE MLOCAI�ON ISANROJECT WILLTHENM iHt :11NC- WOODENENT OF A To THEODEN PROPO ED OODENMCNOPOL[DMONOPOLE WIT TIIN TENNASAN EXISTING LEASE APLA DRIVING DIRECTIONS TAKE THE THEG LAR EXITE ROAD, GLEN EN LETURNURN LEFON T ON VA -205 10 14T WEST LEFT ON VA -53, THOMAS JEFFERSON PARKWAY PROCEED TO MOUNT EAGLE FARM SIGN AND TAKE LEFT SITE IS ON RIGHT ENLARGED VICINITY MAP SITE NA E CARnFxr%LLO CREEK APPROVED FOR CONSTRUCTION T-1 N-1 'DI �� SITE NUN =:)ER N-2 n Z, CV3620BN-3 x C-1 c C-2 %.O TtYmri'a$ Jeti�Y}" Pkwy 53 SITE ADDRESS SITE JEFFE RSON C-3 2670THOMASC-4 VA 22902 C-5 CHA RLOTTESVILLE, a COUNTY ALBEMARLEC-6C-7 NORTH THESE DRAWINGS ARE SCALED FOR 11 x 17 SHEET E-1 VICINITY MAP srC7_ RJranna Hollyrrzd Gorions✓J&' z1a Green 211 SG+m95 ? nChatlotlesvilke Louisa .s Currnn�nam s �G �+eno arae! Ne'e �ardvn Gard HEI Cucw,oc V J R G€ IN i A ai J�c4son Euclimaham I ..V`4 Green 24% PCaverdaEn as 30' HeF01vr Ashlar, 5„_ I1 t. 10 , - R Glen ��:......� ' .. s as fl(len Cene,sw8e Goochiand laurel Pxrk se., MaCharJicsuiife Tuckahoe '-co T t P; Richn+ond,, APPLICANT INFO: CINGULAR WIRELESS LIBERTY PLAZA 1 4801 COX E 300 23060 GLEN ALLEN,N, VIRGINIA PROJECT DATA ZONING: RA JURISDICTION: ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SCOTTSDALE TAX PARCEL NUMBER, TAX MAP 94-17 DEED REF: D.8 814, PG. 669 LEASE AREA: 10'Y20' PARCEL ACREAGE 5191 ACRES AREA OF CONSTRUCTION 5'x5' GEOGRAPHIC COORDINATES: N 37' S8' 14,942" LATITUDE LONGITUDE: W 78' 23' 14 912 GROUND ELEVATION: 420.8 f FT CODE COMPLIANCE fBC 2003 NEC 2002 PROJECT INFORMATION LANDLORD: CROWN CASTLE, INC (SIT d 801475) 375 SOUTHPOINT BLVD CANONSBURG, PENNSYLVAiA- 15317 PHONE (724) 416-2000 ROBERT B & CAROLYN P SdvtELE` 2427 THOMAS JEFFERSON PKWY CHARLOTTESV{LLE, VIRGINIA 22902 PHONE (804) 295-5450 POWER COMPANY _ DOMINION POWER CONTACT CLiSTof!FD SFR d'CL PHONE (888) 667— "o TELCO COMPANY: VERIZON CONTACT CUSTOMER SEF.'�I'c PHONE: (800) 483-5000 PROPRIETARY INfORM ATION: THESE DRAWINGS AND/OR THE ACCOMPANYING SPECEI CATION AS IND TH I NIS OFo PUBLICSERICS ARE ALLEBELRESVR PROPERTYCTEO OF OE ORIGIN R SIITEEFOR SW,CH TTHEY ARE AND PREPARED REUSE REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR L PART, IS PROHIBITED PRODUEXCERIO WRITTEN PERMISSION FROM ANGULAR WIRELESS TITLE TO N NTH CINGULAP THE S PLANS AND AND/OR SP[Cri�4 CONTACTTNTH THEML SHALL I CONSTITUTE PRIMA�FAGERELES EVIDEN�ET OF ACCEPTANCE OF THESE RESTRICTIONS CONSULTANTS. ALLPRO CONSULTING GROUP, INC 9221 LYNDON B JOHNSON FREEWAY, SUITE 204 DALLAS, TEXAS 75243 OFFICE: (972) 231-8893 FAX: (866) 364-8375 CONTACT: J0J1 M. GEORGE, P E SURVEY HARVEY L PARKS, INC LAND SURVEYING P 0, BOX 3595 4508 W HUNDRED ROAD CHESTER, VIRGNIA 23831 CONTACT: RON LANG PHONE. (804) 748-8641 /��5 MISS UTILITY OF FOR D I ,rel"�� SAVE BIG, CALL BEFORE DIG. U 1-800-552-7041 SHEET INDEX TITLE SHEET GENERAL NOTES GENERAL NOTES GENERAL NOTES OVERALL SITE PLAN ENLARGED SITE PLAN ELEVATION & DETAILS ANTENNA DETAILS ANTENNA & COAXIAL CABLE DETAILS DETAILS 10, CONTOURS GROUNDING SITE PLAN & DETAIL at&t 4801 COXXROP PLAZA, SU(E 300 GLEN ALLEN, VA 23060 TE: (804) 360-3511 FAX: (804) 360-5793 communications coNSLXTANT: LLPRO CONSULTING GROUP, INC. N.�N H JDHN50N FP-,va, SU+TE JU4 GALLAS Tx 7243 PHONE FAX 866-3�4-8.17`' Nt A%V ALLPROCC-1 COM DRAWN BY: R MADLOCK APPROVED By J GEORGE FfyI NO DAZE D 1 09/28/07 PRELIMINARY 2 10/05/07 REDLINE CHANGES 3 10/09/07 FINAL 4 12/05/07 RECLINE CHANGES 5 06/27/08 ZONING 6 07/10/08 COUNTY COMMENT SITE NUMI CV362B SITE NMS: CARROLL CREEK SM ADOi&S& 370 THOMAS JEFFERSON PKN CHARLOTTESVILLE, VA 22902 LZH OF .!Pool n C Jowl. ut"iw Lie. No. 39390 ON A 1-. 07/10/08 SHEET TnLE TITLE SHEET SFSfET NtueEtt T-1 Attachment A ,1 / CINGULAR COMPLIANCE DATE CINGULAR CONSTRUCTION MGMT. DATE CINGULAR SITE ACQUISITIONS DATE CINGULAR RE ENGINEERING DATE T-1 N-1 'DI �� SITE NUN =:)ER N-2 n Z, CV3620BN-3 x C-1 c C-2 %.O TtYmri'a$ Jeti�Y}" Pkwy 53 SITE ADDRESS SITE JEFFE RSON C-3 2670THOMASC-4 VA 22902 C-5 CHA RLOTTESVILLE, a COUNTY ALBEMARLEC-6C-7 NORTH THESE DRAWINGS ARE SCALED FOR 11 x 17 SHEET E-1 VICINITY MAP srC7_ RJranna Hollyrrzd Gorions✓J&' z1a Green 211 SG+m95 ? nChatlotlesvilke Louisa .s Currnn�nam s �G �+eno arae! Ne'e �ardvn Gard HEI Cucw,oc V J R G€ IN i A ai J�c4son Euclimaham I ..V`4 Green 24% PCaverdaEn as 30' HeF01vr Ashlar, 5„_ I1 t. 10 , - R Glen ��:......� ' .. s as fl(len Cene,sw8e Goochiand laurel Pxrk se., MaCharJicsuiife Tuckahoe '-co T t P; Richn+ond,, APPLICANT INFO: CINGULAR WIRELESS LIBERTY PLAZA 1 4801 COX E 300 23060 GLEN ALLEN,N, VIRGINIA PROJECT DATA ZONING: RA JURISDICTION: ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SCOTTSDALE TAX PARCEL NUMBER, TAX MAP 94-17 DEED REF: D.8 814, PG. 669 LEASE AREA: 10'Y20' PARCEL ACREAGE 5191 ACRES AREA OF CONSTRUCTION 5'x5' GEOGRAPHIC COORDINATES: N 37' S8' 14,942" LATITUDE LONGITUDE: W 78' 23' 14 912 GROUND ELEVATION: 420.8 f FT CODE COMPLIANCE fBC 2003 NEC 2002 PROJECT INFORMATION LANDLORD: CROWN CASTLE, INC (SIT d 801475) 375 SOUTHPOINT BLVD CANONSBURG, PENNSYLVAiA- 15317 PHONE (724) 416-2000 ROBERT B & CAROLYN P SdvtELE` 2427 THOMAS JEFFERSON PKWY CHARLOTTESV{LLE, VIRGINIA 22902 PHONE (804) 295-5450 POWER COMPANY _ DOMINION POWER CONTACT CLiSTof!FD SFR d'CL PHONE (888) 667— "o TELCO COMPANY: VERIZON CONTACT CUSTOMER SEF.'�I'c PHONE: (800) 483-5000 PROPRIETARY INfORM ATION: THESE DRAWINGS AND/OR THE ACCOMPANYING SPECEI CATION AS IND TH I NIS OFo PUBLICSERICS ARE ALLEBELRESVR PROPERTYCTEO OF OE ORIGIN R SIITEEFOR SW,CH TTHEY ARE AND PREPARED REUSE REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR L PART, IS PROHIBITED PRODUEXCERIO WRITTEN PERMISSION FROM ANGULAR WIRELESS TITLE TO N NTH CINGULAP THE S PLANS AND AND/OR SP[Cri�4 CONTACTTNTH THEML SHALL I CONSTITUTE PRIMA�FAGERELES EVIDEN�ET OF ACCEPTANCE OF THESE RESTRICTIONS CONSULTANTS. ALLPRO CONSULTING GROUP, INC 9221 LYNDON B JOHNSON FREEWAY, SUITE 204 DALLAS, TEXAS 75243 OFFICE: (972) 231-8893 FAX: (866) 364-8375 CONTACT: J0J1 M. GEORGE, P E SURVEY HARVEY L PARKS, INC LAND SURVEYING P 0, BOX 3595 4508 W HUNDRED ROAD CHESTER, VIRGNIA 23831 CONTACT: RON LANG PHONE. (804) 748-8641 /��5 MISS UTILITY OF FOR D I ,rel"�� SAVE BIG, CALL BEFORE DIG. U 1-800-552-7041 SHEET INDEX TITLE SHEET GENERAL NOTES GENERAL NOTES GENERAL NOTES OVERALL SITE PLAN ENLARGED SITE PLAN ELEVATION & DETAILS ANTENNA DETAILS ANTENNA & COAXIAL CABLE DETAILS DETAILS 10, CONTOURS GROUNDING SITE PLAN & DETAIL at&t 4801 COXXROP PLAZA, SU(E 300 GLEN ALLEN, VA 23060 TE: (804) 360-3511 FAX: (804) 360-5793 communications coNSLXTANT: LLPRO CONSULTING GROUP, INC. N.�N H JDHN50N FP-,va, SU+TE JU4 GALLAS Tx 7243 PHONE FAX 866-3�4-8.17`' Nt A%V ALLPROCC-1 COM DRAWN BY: R MADLOCK APPROVED By J GEORGE FfyI NO DAZE D 1 09/28/07 PRELIMINARY 2 10/05/07 REDLINE CHANGES 3 10/09/07 FINAL 4 12/05/07 RECLINE CHANGES 5 06/27/08 ZONING 6 07/10/08 COUNTY COMMENT SITE NUMI CV362B SITE NMS: CARROLL CREEK SM ADOi&S& 370 THOMAS JEFFERSON PKN CHARLOTTESVILLE, VA 22902 LZH OF .!Pool n C Jowl. ut"iw Lie. No. 39390 ON A 1-. 07/10/08 SHEET TnLE TITLE SHEET SFSfET NtueEtt T-1 Attachment A ,1 TABLE OF CONTENTS 1 0 GENERAL REQUIREMENTS- 11 PURPOSE AND INTENT 12 CONFLICTS 13 CLEANWG 14 CODES 15 LICENSING 16 OSHA 17 PHOTOS 1 8 BUILDING PERMITS 1 9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS 1,10 FAA PERMIT AND TOWER LIGHTING 1 11 TOWER SECURITY 112 SITE CONTROL 2 0 SITE PREPARATION 2.1 SCOPE OF WORK 22 PRODUCT AND MATERIALS 3 0 EARTHWORK 31 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 18 SITE GRADING 3 9 SUBGRADE PREPARATION 310 GEOTEXTILE FABRIC 311 GRAVEL SURFACING 4.0 TRENCHING 41 MATERIALS 4,2 PIPE DETECTION AND IDENTIFICATION 4.3 TRENCH EXCAVATION 4.4 TRENCH PROTECTION 4.5 BACKFILLING 4 6 COMPACTION 5.0 CHAIN LINK FENCES AND GATES 51 GENERAL 52 PRODUCTS MD MATERIALS 6 0 LANDSCAPING 7 0 CONCRETE FORMWORK 8 0 CONCRETE REINFORCEMENT 9 0 CAST -IN PLACE CONCRETE 10 0 STRUCTURAL STEEL 11.0 GROUNDING 10 GENERAL_REQLIIRFMENTS 11 PURPOSE AND INTENT 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, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY B THE INTENTION OR 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 MOBILITY CONSTRUCTION SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK 1 2 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 PLANS SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO AT&T MOBILITY FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. B NO PLEA OF IGNORANCEF CONDITIONS THAT XI R F 0 CND EXIST 0 0 DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR T 0 FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK 13 CLEANING KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES AT THE COMPLETION OF THE WORK REMOVE ALL WASTE AND NON -CONSTRUCTION MATERIAL INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE 1,4 CODES CONTRACTOR SHALL. BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 15 LICENSING HAVE AND MAINTAIN A VALID CONTRACTORS LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTORS PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS 16 OSHA FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT THESE REGULATIONS INCLUDE BUT ARE NOT LIMITED TO. REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND TRENCHING, AND WORK 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 UTILITIES PRIOR TO BACKFILL. 1 8 BUILDING PERMITS AT&T MOBILITY WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN 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 CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS. AT&T MOBILITY WILL REIMBURSE THE CONTRACTOR FOR FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS AND INSPECTION 1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS AT&T MOBILITY WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, ETC THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE-BID MEETING OR AS SHOWN IN CONSTRUCTION DOCUMENTS 110 FM PERMIT AND TOWER LIGHTING REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE LIGHTING REQUIREMENTS, CONTRACTOR SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL 111 SITE CONTROL A. THE CONTRACTOR COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CO', ROL OF EROSION AT THE SITE ANY DAMAGE TO ADJACENT OR DOANSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NC EXPENSE TO AT&T MOBILITY B THE CONTRACTOR TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES DO NOT ALLOW WATER TO STAND OR POND ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE C. ALL WASTE MATERnL SHALL BE PROPERLY DISPOSED OF OFF-SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES 2 0 SITE PREPARATION 21 SCOPE OF WORK INCLUDES: A PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS .:;,CH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES B TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION DURING CONSTRUCTION ACTIVITIES C CLEARING A>,D GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESIGNATED FREES, AND SITE IMPROVEMENTS D. TOPSOIL ST PPING AND STOCKPILING E TEMPORARY ':_ROSION CONTROL, SILTATION CONTROL AND DUST CONTROL CONFORMIM=, 0 LOCAL REQUIREMENTS AS APPLICABLE, F. TEMPORARY TROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARK_ AND MONUMENTS, G PROTECTION r'T TEMPORARY RELOCATION, STORAGE AND RE-INSTALLA', ON OF DUSTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED ';)R REUSE H. REMOVAL AN, ..EGAL DISPOSAL OF CLEARED MATERIALS, 2.2 PRODUCTS AND MA -RIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED III CONS RJCTION DOCUMENTS) A MATERIALS U":ED FOR TREE PROTECTION, EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS 30 EARTH WORK 31 SCOPE OF WORK INCLUDES: A :EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE IMPROVEMENTS AND UTILITIES B MATERIALS FOR SUB -BASE DRAINAGE FILL, FILL, BACKFILL AND GRAVEL FOR SLABS, PAVEMENTS AND IMPROVEMENTS C ROCK EXCAVATION WITHOUT BLASTING D SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED, E REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED 3 2 QUALITY ASSURANCE A. COMPACTION: 1 UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE B. GRADING TOLERANCES OUTSIDE BUILDING CODES 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, PLUS OR MINUS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE 3.3 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS) A. SUBBASE MATERIAL GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE OR SLAG AND NATURAL SAND B WASHED MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE. C GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR IMPORTED SOILMATERIALS FREE Of CLAY, ROCK OR GRAVEL NOT LARGER THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT NO MORE THAN 5 PERCENT. D BACKFILL MATERIALS WILL CONSIST OF: SATISFACTORY NON -COHESIVE NATIVE OR IMPORTED SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER THAN 4 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALL HAVE A CLAY CONTENT OF NO MORE THAN 5 PERCENT, E GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE F. GEOTEXTILE FABRIC AS PER CONSTRUCTION DOCUMENTS. 34 CLEARING AND GRUBBING REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY DISPOSE OF CLEARING AND GRUBBING OFF-SITE OR IN AN ON-SITE LOCATION APPROVED BY CONSTRUCTION MANAGER 3 5 STRIPPING 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-SITE FOR RE -USE IN FINAL LANDSCAPING 36 COMMON EXCAVATION 1 EXCAVATE TO DEPTH, LINES AND GRADES SHOWN ON THE PLANS OR AS OTHERWISE SPECIFIED 2 TEMPORARILY STOCKPILE ON-SITE EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING IS COMPLETE STOCKPILE SHALL NOT EXCEED 15 FEET IN HEIGHT 3. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF-SITE. SHEET N *Rm N-1 37 EMBANKMENT A CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE DRAWINGS B CONSTRUCT EMBANKMENT FROM ON-SITE EXCAVATION MATERIALS WHEN}�♦ SUITABLE USE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON-SITE EXCAVATION MATERIALS HAVE BEEN USED _L PLAZA 1 C CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE DEPTH THE 4801 COX ROAD, 300 FULL WIDTH Of THE CROSS SECTION SHALL BE BPOUCHT UP UNIFORMLY GLEN ALLEN, VA 23060 D MATERIAL SHALL NOT BE PLACED IN LAYERS AND SHALL BE NEAR OPTIMUM TEL- (804) 360-3511 MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE PRESCRIBED COMPACTION FAX: (804) 360-5793 WETTING DR DRYING OF THE MATERIAL AND MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT THE LAYER MAY BE REQUIRED. SUCH OPERATIONS SHALL BE INCLUDED IN THE APPROPRIATE BID ITEM. = - SHOULD THE MATERIAL BE 700 WET TO PERMIT PROPER COMPACTION, IT IS ^ OIL- 0 THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH AN ACCEPTABLE -f'1 MOISTURE CONTENT communications E DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT AND DO NOT PLACE EMBANKMENT MATERIAL UPON FROZEN MATERIAL F CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS CONSULTANT. AND THE REPLACEMENT OF ANY PORTION WHICH HAS BECOME DISPLACED DUE TO THE CONTRACTORS OPERATIONS. G START LAYERS IN THE DEEPEST PORTION OF THE FILL, AND AS PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL TO THE FINISHED GRADE LINE L L P R 0 H ROUTE EQUIPMENT, TH A A BO LOADED AND EMPTY, OVER THE FULL WIDTH OF EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT I COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING FLOOR SLABS AND CONSULTING GROUP, INC. STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS °'21 L rN50N 6 J0HN5uN FR EelA DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF P10!1117,04, 1 T isys PHONE v7: 211 1°13 OPTIMUM MOISTURE CONTENT. COMPACT NON—STRUCTURAL AREA EMBANKMENTS FA, 866-�64-a ,s TO A MINIMUM OF 90 % OF ASTM 0-1557 "V, Al1PR MCOM 38 SITE GRADING DRAWN BY: R MADLOCK A USING ON-SITE EXCAVATION MATERIALS SHAPE, TRIM, FINISH AND COMPACT APPROVED BY. 6 GEORGE SURFACE AREAS TO CONFORM TO THE LINES, GRADES AND CROSS SECTIONS REMSIONS SHOWN ON THE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION MANAGER. NO DALE DESCWPTiON Bl B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR EROSION 1 09/28/07 PRELIMINARY DS C. ELIMINATE WHEEL RUTS BY REGRADING. D COMPACT AREAS UNDERLYING NEW GRAVEL PAVING, FLOOR SLABS AND 2 10/05/07 REDLINE CHANGES CEI STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1551 OR WITHIN PLUS OR MINUS 3 PERCENT OF 3 10/09/07 FINAL CEI OPTIMUM MOISTURE CONTENT, E CONSTRUCT FINISHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH 4 12/05/07 REDLINE CHANGES CEI FROM SPECIFIED GRADE 5 06/27/08 ZONING Rb 3 9 SUBGRADE PREPARATION 6 07/10/08 COUNTY COMMENTS DS A. SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. S17E NUMBE7t B TOP OF BGRADE TO A CV362B DOINOTNSTOCKPILESMATERIIALS ON TOPOFSUINING BGRADEUNLESS AUTHORIZED BY CONSTRUCTION MANAGER. D COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION AT A g7E NA E. MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR CARROLL MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT E CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH Of ESTABLISHED GRADE AND CROSS-SECTION, CREEK 3 10 GEOTEXTILE FABRIC A LAY GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE AS PER CONSTRUCTION SITE ADDRESS DOCUMENTS IN THE COMPOUND AREA AND UNDER LENGTH OF ROAD (WHEN 2670 THOMAS JEFFERSON PKW' REQUIRED) LAP ALL JOINTS TO A MINIMUM Of 36 INCHES CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY 311 GRAVEL SURFACING SEAL: 414000', //0/0. A CONSTRUCT BASE GBYREAS USING OF COURSES AS SPECIFIEDAVEL CONSTRUCTIONUMANDAGERGORGATE CONSTRUCTIOND 111,144140000000 VT�� PJ DOCUMENTS. OEB. SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA./!4 0 TRENCHING CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICE BEFORE ANY EXCAVATION V)Lic. TRENCHING. G GE 41 MATERIALSo. 39350 FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE FROM MATERIALS EXCAVATED � FROM TRENCHES. ON-SITE STRUCTURAL FILL SAND OR SLURRY SHALL BE V AV APPROVED BY THE CONSTRUCTION MANAGER AND SHALL CONFORM TO LOCAL Ar GOVERNING JURISDICTIONS AND UTILITY COMPANY REQUIREMENTS THE FILL IF MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS, NOR SHALL CONTAIN OBJECTIONABLE ,0/0, f ; MATERIALS AND/OR MATERIALS DESIGNATED AS HAZARDOUS OR OT,' L �I��������11� INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA) THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THE MATERIAL COMPACTION Q741���8 OF BACKFILL OR BORROW SOIL SHALL BE PLACED IN 12 INCH LOOSE LIFTS WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR 6 INCH LOOSE LIFTS WHEN UTILIZING SHEET T1IlP: HAND OPERATED TAMPERS. GENERAL NOTES SHEET N *Rm N-1 42 PIPE DETECTION AND IDENTIFICATION A UTILIZING WARNING TAPE ALL ELECTRIC SERVICL IRLNCHLS SHALL HE MARKED WITH WARNING TAPE 4.3 TRENCH EXCAVATION A. DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR AS DIRECTED BY CONSTRUCTION MANAGER B TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY CONSTRUCTION AND INSPECTION OF THE PROJECT WITHOUT ENDANGERING OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES. C DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL PROPERLY, AS DIRECTED BY CONSTRUCTION MANAGER 0 USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ACCOMPLISHED WITHOUT ENDANGERING EXISTING OR NEW STRUCTURES OR OTHER FACILITIES 44 TRENCH PROTECTION A PROVIDE MATERIALS, LABOR AND EQUIPMENT NECESSARY TO PROTECT TRENCHES AT ALL TIMES B. SHEETING AND BRACING: MEET OR EXCEED OSHA REQUIREMENTS 4 5 BACKFILLING A. NOTIFY THE CONSTRUCTION MANAGER AT LEAST 24 HOURS IN ADVANCE OF BACKFILLING B. BACKFILL TRENCH WITH LIFTS UP TO 12 INCHES, LOOSE MEASURE. C. PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT OR UNBALANCED LOADING TO AVOID DISPLACEMENT OF CONDUIT AND/OR STRUCTURES DO NOT FREE FALL BACKFILL INTO TRENCH UNTIL AT LEAST 12 INCHES OF COVER IS OVER THE CONDUIT 4 6 COMPACTION A. COMPACT BACKFILL TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT B IF REQUIRED COMPACTION DENSITY HAS NOT BEEN OBTAINED, REMOVE THE BACKFILL FROM THE TRENCH OR STRUCTURE, REPLACE WITH APPROVED BACKFILL AND RECOMPACT AS SPECIFIED C ANY SUBSEQUENT SETTLEMENT OF TRENCH OR STRUCTURE BACKFILL DURING MAINTENANCE PERIOD SHALL BE CONSIDERED THE RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY CORRECTED 5.0 NOT APPLICABLE THIS SECTION DELETED 6.0 LANDSCAPING A FURNISH, INSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN AND OR REQUIRED WITHIN THE CONSTRUCTION DOCUMENTS OR AS SPECIFIED IN THE AT&T MOBILITY CONSTRUCTION SPECIFICATIONS 70 CONCRETE FORMWORK A FORMS SMOOTH AND FREE OF SURFACE IRREGULARITIES. UTILIZE FORM RELEASE AGENTS G CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL ELECTR;CAL OPENINGS AND EQUIPMENT/BUILDING PADS WITH THE ELECTRICAL DRAWINGS AND SHOP DRAWINGS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON STRUCTURAL DRAWINGS PRIOR TO POURING CONCRETE THE INDEPENDENT TESTING AGENCY SHALL INSPECT ALL FOUIJDATIOIJ B CHAMFER EXPOSED EDGES OF ALL TOWER FOUNDATIONS SHALL RECEIVE A 3/,:" BY 3/4" 45 DEGREE STEEL AND FOUNDATION SUBGRADE CHAMFER OTHER EXPOSED EDGES SHALL RECEIVE A TOOLED RADIUS FINISH. C UPON COMPLETION, REMOVE ALL FORMS, INCLUDING THOSE CONCEALED OR BUPED 100 STRUCTURAL STEEL D REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS MEET OR EXCEED MANUFACTURER'S RECOMMENDATIONS 80 CONCRETE REINFORCEMENT A UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING Of REINFORCING STEEL SHALL REFER TO STRUCTURAL DRAWINGS FOR ALL REQUIREMENTS CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE 9 0 CAST IN PLACE CONCRETE STRUCTURES (ACI 315) FOR STRUCTURAL CONCRETE (FOOTINGS, FOUNDATIONS. ETC ), REFER TO STRUCTURAL DRAWINGS FOR B. ALL REINFORCING STEEL SHALL BE NEW .BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, REQUIREMENTS FOR ANY MISCELLANEOUS CONCRETE, REFER TO SPECIFICATION BOOK OR CE"AIN DEFORMED REQUIREMENTS FROM CONSTRUCTION MANAGER C HEATING AND WELDING OF BARS IS PROHIBITED WITH THE EXCEPTION OF WRITTEN APPROVAL BY THE A ALL CONCRETE SHALL COMPLY WITH ASTM C94 UNLESS NOTED OTHERWSE STRUCTURAL ENGINEER B. MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 OATS. 4000 PSI FOR TOWER FOL",DATION AND 3500 PSI FOR ALL OTHER CONCRETE UNLESS SPECIFIED IN CONSTRUCTION DOCUMENTS, C- AIR ENTRAINMENT PROVIDE 4 TO 8% AIR ENTRAINMENT FOR ALL CONCRETE SUB:ECT TO FREEZE -THAW CYCLE D CONCRETE TESTING ALL FOUNDATION CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING AGENCY APPROVED BY THE CONSTRUCTION MANAGER ALL STRUCTURAL TOWER FOUNDATION CONCRETE MUST BE TESTED. EQUIPMENT OR BUILDING PADS ARE NOT REQUIRED TO BE TESTED, UNLESS OTHERWISE NOTED BY CONSTRUCTION MANAGER. PROVIDE A MINIMUM CF 5 CYLINDERS (2 -7 -DAY, 2 -28 -DAY, 1 -SPARE) FOR EACH OATS POUR, OR FOR EVERY 50 YARDS PLACED, WHICHEVER 15 GREATER ADDITIONAL TESTS OR CYLINDERS MAY BE REQUIRED BY CONSTRUCTION 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 MOBILITY, THE CONTRACTOR IS RESPONSIBLE FOR ANY CONCRETE NOT MEETING THESE STANDARDS THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE TESTING AGENCY A MINIMUM OF 24 HOURS IN ADVANCE OF EACH FOUNDATION POUR TEST REPORTS SHALL BE FORWARDED TO CINGULAR CONSTRUCTION MANAGER WITHIN 24 HOURS OF LAB TEST E VIBRATE ALL CONCRETE USING SUFFICIENT HIGH FREQUENCY LOW AMPLITUDE MECHANICAL IMMERSION TYPE VIBRATORS INSERT VIBRATORS IN CONCRETE AT REGULAR INTERVALS AND OVER ENTIRE SURFACE TO SOLIDLY FILL CONCRETE MECHANICAL IMMERSION TYPE VIBRATORS INSERT VIBRATORS IN CONCRETE AT REGULAR INTERVALS AND OVER ENTIRE SURFACE TO SOLIDLY FILL CONCRETE AROUND AND BETWEEN REINFORCEMENT BARS AND INTO CORNERS AND IRREGULARITIES VIBRATE THOROUGHLY THROUGH EACH LIFT TO THE PRENOUS LIFE REVERBERATION AS LATE AS THE RUNNING VIBRATOR WILL SINK THROUGH UPPER LAKERS OF ITS WEIGHT IS RECOMMENDED DISCONTINUE VIBRATION WHEN RISING ENTRAPPED AIR BUBBLES STOP BREAKING THE LEVELING SURFACE DO NOT OVER VIBRATE AS THIS MAY CAUSE SEGREGATION F FINISHING EXPOSED CONCRETE SURFACES: 1 THESE PROVISIONS APPLY TO ALL EXPOSED AND ALL FORMED CONCRETE, EXTERIOR OR INTERIOR UNLESS SPECIFICALLY DETAILED OTHERWISE, PERFORM PROCEDURES PRIOR TO APPLICATION OF ANY CURING COMPOUNDS, 2 ALL SURFACES. THOROUGHLY CLEAN OFF ALL STAINS, SPATTER AND LOOSE MATERIAL 3 FINS, RIDGES AND HIGH SPOTS: HONE SMOOTH WITH ABRASIVE POWER GRINDERS WHILE CONCRETE IS GREEN, IMMEDIATELY AFTER FORM REMOVAL 4 FORM TIE HOLES AND DEEP DEPRESSIONS FLUSH THOROUGHLY WITH CLEAN WATER AND TAMP TO OVERFULL NTH DRYPACK CURE 10 DAYS AND HONE FLUSH AND SMOOTH 5 ROCK POCKETS, HONEYCOMB, SAND STREAKS, DEBRIS AND VOIDS: CUT OUT AT LEAST 1 INCH DEEP WITH SIDES PERPENDICULAR TO SURFACE. FLUSH THOROUGHLY WITH CLEAN WATER, COAT SURFACE NTH NEAT CEMENT PASTE AND TAMP TO OVERFULL NTH DRYPACK IN AT LEAST TWO LAYERS CURE FOR 10 DAYS AND HONE FLUSHED AND SMOOTH. D ALL REINFORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE E UNLESS OTHERWISE NOTED, ALL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVERAGE OF 3 INCHES, THIS MAY REQUIRE SPACERS AND CHAIRS AS REQUIRED BY TESTING AGENCY OR CONSTRUCTION MANAGER, F SPLICES IN REINFORCEMENT STEEL ARE PROHIBITED, UNLESS APPROVED BY CONSTRUCTION MANAGER ALL SPLICES MUST THEN MEET ALL APPLICABLE ASTM STANDARDS FOR SPLICING 11 0 GROUNDING MEET ALL APPLICABLE CODES, REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS AND AT&T MOBILITY CONSTRUCTION SPECIFICATIONS. GENERATOR SPECIFICATIONS 1 SWITCHES AND STANDARD FEATURES A CYCLIC CRANKING B ALARM HORN WITH SILENCING SWITCH C VOLTAGE ADJUSTING RHEOSTAT D. OVERVOLTAGE PROTECTION E REMOTE TWO-WRE AUTO START SYSTEM F LAMP TEST SWITCH G RUN-OFF-RESET/AUTO SWITCH (ENGINE START) H ENGINE COOL DOWN TIMER (5 MINUTES) 2 ERROR -PROOF WRING HARNESS FOR ELECTRICAL CONNECTIONS 3. PANEL LAMPS 4 DC CIRCUIT PROTECTION UNIT ACCESSORIES 1, WEATHER HOUSING -STANDARD NTH ROOF MOUNTED SILENCER 2 MOUNTED CRITICAL GRADE EXHAUST SILENCER 3 TAIL PIPE AND RAIN CAP COOLING SYSTEM ACCESSORIES 1 UNIT MOUNTED RADIATOR 2. ENGINE BLOCK HEATER FUEL SYSTEM ACCESSORIES 1 FLEXIBLE FUEL LINES 2 ENGINE BLOCK HEATER 3 SUBBASE FUEL TANK -172 GALLONS 4, DOUBLE WALL CONSTRUCTION WITH LEAK DETECTION MONITOR 5, U L 142 LISTED 6 FUEL LEVEL GAUGE 7 LOW FUEL LEVEL ALARM 8 FILL PIPE EXTENDED 10% INTO TANK 9 HIGH -FUEL LEVEL ALARM -SET AT 95% 10 7 5 GALLON LOCKABLE FILL NTH SPILL CONTAINMENT GENERATOR ACCESSORIES 1 MAIN LINE CIRCUIT BREAKER -100 AMPS, INSTALLED ON GENERATOR 2 VOLTAGE REGULATOR t2% 3 SAFEGUARD BREAKER ENGINE ELECTRICAL ACCESSORIES 1 ELECTRONIC/ISOCHRONOUS GOVERNOR 2 BATTERY RACK, CABLES AND STARTING BATTERY SYSTEM -LEAD ACID TYPE 3 BATTERY CHARGER -AUTOMATIC 6 AMP OUTPUT Ps' �Y at&t LIBERTY PLAZA 1 4801 COX ROAD, SWE 300 GLEN ALLEN, VA 23060 TEL (804) 360-3511 FAX: (804) 360-5793 01) communications OONSULTANE ALLPRO CONSULTING GROUP, INC. °27 Lr N70N 6'OHNb 3N FREEA, SPTE 204 CALL" TX ?S[.1 `ZONE n,-eP„ FA,. 86&364-8,75 WW\% ALLPROCrI COM DRAWN BY R MADLOCK APPROVED BY J GEORGE R'NSONS NO I DAIS I DEMP110N 1 09/28/07 PRELIMINARY 2 10/05/07 REDLINE CHANGES CEC 3 10/09/07 FINAL CEC 4 12/05/07 REDLINE CHANGES CEC 5 06/27/08 ZONING RM 6 07/10/08 COUNTY COMMENTS DS SITE NUMI CV362B SITE NAI_ CARROLL CREEK SITE ADDRESS 570 THOMAS JEFFERSON PKN CHARLOTTESVILLE, VA 22902 JOWN4. GAGE Lic. No. 39380 T � ,00 // 1\' A l- it11` 07/10/08 SNEET 1nLEa GENERAL NOTES SI#ET NU�6ER: N-2 �f GENERAL NOTES_ 1 THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES 2 IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SNORING, 115, FORM WORK, ETC IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL ORDINANCES TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES 3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 5. SITE GROUNDING SHALL COMPLY WITH CINGULAR GROUNDING STANDARDS, LATEST EDITION AND COMPLY WITH CINGULAR GROUNDING CHECKLIST, LATEST VERSION WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT, THEY SHALL GOVERN GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF A NEW TOWER 6 ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND MARKING ARE REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM, 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS 8. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTOR'S EXPENSE 9 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED INSPECTIONS, A MINIMUM OF 24 HOURS OF NOTICE SHOULD BE GIVEN AND THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IF POSSIBLE 10. FOR NEW TOWERS, CINGULAR WILL CONFIRM FAA APPROVAL OF TOWER LOCATION BY ISSUING TOWER RELEASE FORM NO TOWER SHALL BE CONSTRUCTED UNTIL TOWER RELEASE FORM IS ISSUED TO THE CONTRACTOR, 11 THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS AND TOWER DRAWINGS/ANALYSIS, CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL 12. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION 13, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES ANY DAMAGE TO ADJACENT E PROPERTIES WILL BE CORRECTED AT THE CONTRACTORS EXPENSE 14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASED PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR 15. ALL SUITABLE BORROW MATERIAL FOR BACKFILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL. 16 SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD. 17 PERMITS THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC AND PROVIDE E911 ADDRESS TO AT&T MOBILITY 18 RECORD DRAWINGS MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS, ETC., BETWEEN THE WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT EXCAVATION AND GRADING NOTES ALL CUT AND FILL SLOPES SHALL BE 3 . I MAXIMUM 2 ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL. AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND WATER DEWATERAG FOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED 3 CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL IF SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. 4. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION, STONE, IF USED, SHALL NOT BE USED AS COMPILING CONCRETE THICKNESS 5. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS AND SO FORTH. 6 ALL BACKFILLING SHALL (1) USE APPROVED MATERIALS CONSISTING OF EARTH LOAM, SANDY CLAYS, SAND AND GRAVEL OR SOFT SHALE, (2) BE FREE FROM CLODS OR STONES OVER 2 1/2" MAXIMUM DIMENSIONS MD (3) BE PLACED IN LAYERS AND COMPACTED 7. SITE FILL MATERIAL AND FOUNDATION BACKFILL SHALL BE PLACED IN LAYERS MAXIMUM 6" DEEP BEFORE COMPACTION EACH LAYER SHALL BE SPRINKLED 1F REQUIRED AND COMPACTED BY HAND OR MACHINE TAMPERS TO 95% OF MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT OF f27 AS DETERMINED BY ASTM DESIGNATION D -69B, UNLESS OTHERWISE APPROVED. SUCH BACKFILL SHALL NOT BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE 8. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND PREVENT WATER FROM STANDING. THE FINAL GRADE SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AREA (UP TO ONE FOOT OUTSIDE THE FENCE OR GROUND SYSTEM PERIMETER) AND SHALL BE COVERED WITH A GEOTEXTILE FABRIC MIRAFI 50OX OR APPROVED EQUAL TO PREVENT REOCCURRENCE OF VEGETATIVE GROWTH, AN THEN SHALL BE COVERED WITH 4" DEEP COMPACTED STONE OR GRAVEL, 9. THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, CITY, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENT FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS FROM LEAVING THE CONSTRUCTION AREA THIS MAY INCLUDE SUCH MEASURES. AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS 10 FILL PREPARATION REMOVE ALL VEGETATION, TOPSOIL DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS AND DELETERIOUS MATERIAL FROM GROUND SURFACE PRIOR TO PLACING FILLS, PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO REQUIRED DEPTH, PULVERIZE, MOISTURE CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED DENSITY 11. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS REMOVED DURING CONSTRUCTION OPERATIONS GRAVEL SURFACING SHALL BE REPLACED TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME THICKNESS SURFACES AND GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADE TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE. 12 PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE, USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS REPAIR ANY DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. 13. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE 14 CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS 15 ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION 16 RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE AND UNIFORM IN QUALITY AND FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI OR OTHER DELETERIOUS SUBSTANCE UTILITY POLES 1 ALL UTILITY POLES SHALL BE 35 FT, CLASS 4 OR AS DIRECTED BY THE UTILITY PROVIDER THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY PRIOR TO EXCAVATING OR INSTALLING ANY UTILITY POLES F ABBREVIATION KEY AB ANCHOR BELT HGP HANGER ABV, ABOVE HT HEIGHT & AND ICGB. ISOLATED COPPER GROUND BUS ACCA ANTENNA CABLE COVER ASSEMBLY IN(") INCH(ES) ADD'L ADDITIONAL INT INTERIOR A F F_ ABOVE FINISHED FLOOR LB O POUND(S) A F G. ABOVE FINISHED GRADE L B LAG BOLTS ALUM ALUMINUM L F LINEAR FEET (FOOT) ALT. ALTERNATE L LONG(ITUDINAL) ANT. ANTENNA LL LOW LOSS MAS, MASONRY APPRX APPROXIMATE(LY) MAX. MAXIMUM ARCH ARCHITECT(URAL) M B MACHINE BOLT AWG AMERICAN WIRE GAUGE MECH MECHANICAL BLDG. BUILDING MFR. MANUFACTURER BILK. BLOCK MIN MINIMUM BLKG. BLOCKING MISC MISCELLANEOUS BTM BOTTOM MTL. METAL BM BEAM (N) NEW NO.(#) NUMBER B N BOUNDARY NAILING N.T.S. NOT TO SCALE BTCW. BARE TINNED COPPER WIRE 0 C ON CENTER B.0 F BOTTOM OF FOOTING OPNG OPENING B/U BACK-UP CABINET P/C PRECAST CONCRETE CAB CABINET PCS PERSONAL COMMUNICATION SERVICES CANT. CANTILEVER(ED) PDO POWER DISTRIBUTION UNIT CIP CASTIN PLACE PLY PLYWOOD PPC POWER PROTECTION CABINET CLG CEILING PRC PRIMARY RADIO CABINET CLR CLEAR P SF POUNDS PER SQUARE FOOT COL COLUMN P,S.I POUNDS PER SQUARE INCH CONC. CONCRETE P T PRESSURE TREATED Ci CONTROL JOINT PWR POWER (CABINET) CONN CONNECTION(OR) QTY QUANITY RAD (R) RADIUS CONST. CONSTRUCTION REF REFERENCE CONT, CONTINUOUS REINF. REINFORCEMENT(ING) d PENNY (NAILS) REQ'D. REQUIRED DBL DOUBLE RET REMOTE ELECTRICAL TILT DEPT. DEPARTMENT RGS RIGID GALVANIZED STEEL D DOUGLAR FIR SCH SCHEDULE DIA.(0) DIAMETER SHL SHEET DIAG DIAGONAL SIM SIMILAR DIM. DIMENSION SPEC SPECIFICATION(S) DWG. DRAWNG(S) SQ. SQUARE DWL DOWEL(S) S.S. STAINLESS STEEL EA EACH STD STANDARD E S EACH SIDE STL STEEL E. W. EACH WAY STRUC STRUCTURAL EL. ELEVATION TEMP TEMPORARY ELEC. ELECTRICAL THK THICK(NESS) ELEV, ELEVATOR T N TOE NAIL EMT. ELECTRIC METALLIC TUBING T 0 A TOP OF ANTENNA E,N EDGE NAIL T,O.0 TOP OF CURB ENG ENGINEER T.0 F. TOP OF FOUNDATION EQ, EQUAL TO P TOP OF PLATE (PARAPET) EXP EXPANSION T,O.S TOP OF STEEL (E) EXISTING T 0 W. TOP OF WALL EXT EXTERIOR FAB FABRICATION(OR) TYP TYPICAL F.F. FINISH FLOOR U G UNDER GROUND F.G FINISH GRADE U. L. UNDERWRITERS LABORATORY FIN. FINISH(ED) FLR FLOOR U N 0 UNLESS NOTED OTHERWISE FEN FOUNDATION V.I F. VERIFY IN FIELD F.0.C. FACE OF CONCRETE W WIDE (WIDTH) F.O.M FACE OF MASONRY W/ WITH F.O.S. FACE OF STUD WD WOOD F.O.W. FACE OF WALL W P WEATHERPROOF FS FINISH SURFACE WT WEIGHT FFI FLANGE FACING INSIDE XFMR TRANSFORMER REO FLANGE FACING OUTSIDE C CENTERLINE FT (') FOOT(FEET) R PLATE FTG FOOTING G GROWTH (CABINET) GA GAUGE FI GALVINIZE(D) G F I GROUND FAULT CIRCUIT INTERRUPTER GLB GLUE LAMINATED BEAM GPS GLOBAL POSITIONING SYSTEM GRND GROUND HDR HEADER SECTION REFERENCE '[— DREVISION i pU ROOM NUMBER Oj KEY NOTES ❑1 KEYED NOTES V DETAIL REFERENCE AI ELEVATION REFERENCE ' ' NORTH ARROW C T at&t LIBERTY PLAZA 1 4801 COX ROAD, SUITE 300 GLEN ALLEN, VA 23060 TEL: (804) 360-3511 FAX: (804) 360-5793 Em",A communications CONSULTANT: ftftwo ALLPRO CONSULTING GROUP. INC K)l LI'I_UN B J-HNSON FFH%A, 'F X91 pALl TX VAM SLLPRCCGI FOM DRAWN BY: R MADLOCK APPROVED BY J GEORGE REVISIONS NO I DATE I DIMIMPIION 09/28/07 1PRELIMINARY 2 10/05/07 REDLINE CHANGES CEC 3 10/09/07 FINAL DEC 4 12/05/07 REDLINE CHANGES CEC 5 06/27/08 ZONING RM 6 07/10/08 COUNTY COMMENTS DS SITE NUIEQt CV362B SITE NATE: CARROLL CREEK SITE ADDRESS 2670 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY SEAL* 14"00'0 ��1 11 of f 0, 2' J0. N7 . G GE Lic. No. 393£0 T � 07/10/08 SHEET TITLE: GENERAL NOTES SHEET NUIIISM N-3 d': 1 � I PARCEL 2 PARCEL 1 1 NSF N JUUUS L LIVELY, JR. _ JEFFREU M ANDERSON D.B. 1450 PG. 214 JULIE H. ANDERSON I TAX# 93-53C "-- - / - �_ _ D.B. 1496 PG. 66B - �- - TAX# 93-536 ZONED: RA LAND USE: RESIDENTIAL I ZONED: r LAND USE: RESIDENTIAL � I / z o PARCEL 2 N/F at&t LIBERTY PLAZA 1 4801 COX ROAD, SUITE 300 GLEN ALLEN, VA 23060 TEL: (804) 360-3511 FAX: (804) 360-5793 communications CONSULTANT. JULIUS L LIVELY, JR. ` 0 3 D.B. 1450 PG. 214 TAX/ 93-53D k o ZONED: RA LAND USE: RESIDENTIAL L L P R 0 \ \ \ \ /\ N bbolw_7' \ \ \ N \ \ CH \ ♦ bob` — _-- —_ \ \ (E) 20' ACCESS/ UTILITY EASEMENT ----f-----_. (E) 12' GRAVEL ♦ I ACCESS ROAD \ \ ti0 ♦ \ �� ♦ �s LfGL DFSCAI PTILN FOR -!EASE PARCEL ♦ �O \ - � \ 00WAENGNG AT A POINT ON THE NORTHERLY PoCHT-OF-WAY OF STATE ROUTE 531 !i VARABLC WIDTH. SAID PD[NT BONG THE SOUTHEASTERN WOW PROPERTY COWM ,Q \ CF ALMS L thW; JR., DEED BOOK -J460 PAGE 214, TAX UW -j 0.1 --',LIC•. THENCE 202X AEDHG THE 990 ROUTE 53 R*IiT-oW-TIAY AWAHE LAKU5 OF ROBERT e. ROBERT B. & CARLYN P. SWEENY ♦\ P CAROLYN P. S*M" TO A COKME W.11 AY H0NUN£11T; 'R QJW COI:RNUI NG h N THE LANDS OF SAID SWEENY SS7D)'03-C zn.5lit 9' AN IRON PIN 519.116 ACRES _ AT THE TRUE PONT OF BEGA0aW.(P.O.6. fl); REMAINING FROM RECORD \ SIFT \ THENCE N44'J9'4J'v 5957' TO M IRON PoN0 N,SET: THENCE 4.04.52'E TAXA' s 55.76' TO AN ETON PIN SET{ THENCE S8555'08'E 125.00' TO AN IAON ZONED:: RRA A ♦ `S�, PW SET; THP40E S0s04'12'W >,=W` TO AN PON PH SET; THENM LAND USE: VACANT Ne5'S5'OS'�M•OD.29' THE POINT OF BCWANNG COIfRVNSNO '14.747 SOU&RE \ FM BEINGS7TLATEO 14 stOtis'ILLE LVC451ERNL DNStW. ALSEWLE COUN7(, VIROUVA. \ O LEGAL OE,SCRIPTION TTNN 20' ACCESS\UTIUTY FASEUDIT CDWWZ)4CING AT AN IRON PIN SET AT THE NORTHN£5T CORNER OF THE PROPOSE \ LEASE PARCEL: TI'77TCE S8555'OB"E 07.52' TO THE TRUE POINT OF THENCE W M THE CENTERLINE OF THE 20' A.CCES5\Uf41TY EAS_1tETli 23.50' \ ALANG THE AAC OF A 15.00' RADUS CURVE TO THE LEFT i44.11'NO A GHOAD BENdNG AND DISTANCE OF 44758'04'W 2143'70 A POINT; THENCE \ N8GD1'011W 63.96' 70 A POINT; THENCE N8Y' VW W 4i.40' TO A POINT; IN= NWW'19'* 60DT' TO A POINT; THENCE 1473'41'24t W 99-40' TO A. POINT; -THENCE HINEW-22�Y 21.7' TO A Pow 0?J THE NINiHk71LT RiOt{T-OF-WAY CF STATE NiOU1E 5] ANO BEING 774E END OF THE \ 20'•ACCESS\UTILITY EASEUEHT. HAVING A TOTAL LF74GTH OF 110'. \ OVERALL SITE PLAN CONSULTING GROUP, INC. 9221 .'r NDON B 43HNSDJ FRE- ',A7 SUITE2'J4 D4LLIC 7X75243 PHONE 97.'.-28'-1893 FAY 856-3tw-8175 WWW aLLPROCGI COM DRAWN BY R MADLOCK APPROVED BY- J GEORGE REVISIONS NO DATE I DESCRIP110N BY 1 09/28/07 PRELIMINARY DS 2 10/05/07 REDLINE CHANGES CEC \ 3 10/09/07 FINAL CEC 4 12/05/07 REDLINE CHANGES CEC 5 06/27/08 ZONING RM 6 07/10/08 COUNTY COMMENTS I DS NEW WOODEN MONOPOLE — �b OHb SITE NlAlE1F2t IN SAME LOCATION AS. COHb (� R (E) MONOPOLE TO BE — — �� aHb �� CV362B REMOVED (F) EQUIPMENT ON CONCRETE PAD _ — _of STYE NAME ROBERT B. & CARLYN P. SWEENY CARROLL ACRES REMAININGI FROM RECORD CREEK TAX/ 94-17 ZONED: RA STYE ADDRESS: LAND USE: VACANT 2670 THOMAS JEFFERSON PKW` CHARLOTTESVILLE, VA 22902 _ (E) 125' x 125' ALBEMARLE COUNTY LEASE AREA SEAL, ,,''♦**##',,/ VAII Op ll00 0 NOTE: SURVEY INFORMATION TAKEN FROM BLAZER & ASSOCIATES, INC �' \ DATED 7/12/00 \ / J M. G GE Lic. No. 39380 / \ V AV- Ilk \ CHARLES E. R. \ #400 & ANNIE I. DURRER NORTH 07/10/08 \ / D.B. 1317 PG. 30 TAX# 93-53E SHEET TTHE ZONED: RA / LAND USE RESIDENTIAL OVERALL FOR 24" X 36" PLOT - 1" = 40' 0 20' 40' 80' \ SITE PLAN FOR 11" X 17" PLOT - 1" = 80' \ ' \ SHEET NIA6FIt 1 C.1 (E) METER BOARD \ o Al \ �a 0 �9 \ s SO c y (E) PROPERTY LINE ti ------ ---- \ ENLARGED SITE PLAN at&t LIBERTY PLAZA 1 ` oHb 4801 COX ROAD, SUITE 300 GLEN ALLEN, VA 23060 TEL- (804) 360-3511 FAX: (804) 360-5793 - > (E) 12' SITE ACCESS - -- (E) TO PINE 44' TALL (E) 24'0 OAK 79' TALL _-- - (E) 12'0 OAK 52' TALL NEW 88 9' MONOPOLE REPLACING (E) 88 9' WOODEN MONOPOLE ------- - *- (3) NEW PANEL ANTENNAS (1) ANTENNA PER SECTOR Q 87-0" RAD CTR W/4' LIGHTNING ROD 92 9 (TOTAL) ONSTRUCTION (E) 150 OAK 70' TALL PROPOSED TREE PROTECTION (E) WOOD LINE -- - -- - (E) MATURE OAK TREES (TYP ) - (E) 10'0 OAK 63' TALL NOTE- NO OTENO SIGNIFICANT VEGETATION IS TO BE REMOVED NORTH FOR 24" X 36" PLOT - 1" = 10' 0 5' 10' 20' FOR 11"X 17" PLOT - 1"= 20' 1 FlIf k communications CONSULTANT aftomwo ALLPRO CONSULTING GROUP. INC. 9221 L. NDON B JOHNSON FSE=AA'! SUITE204 DALLAS TX 75243 PHONE '72-2"s'-55!+� FAX 866-364-U75 w'hnN ALLPROCGI COM DRAWN BY. R, MADLOCK APPROVED BY J GEORGE iiE1A90NS NO DATE DESOW" BY 1 09/28/07 PRELIMINARY DS 2 10/05/07 RFD I INF CHANGES CEC 3 10/09/07 FINAL CEC 4 12/05/07 REDLINE CHANGES CEC 5 06/27/08 ZONING RM 6 07/10/08 COUNTY COMMENTS DS SITE NUNBF7h CV362B SITE NAME: CARROLL CREEK SITE ADDRESS: 2670 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY SEAL- 4141#00#0000 ����%�LCH OFf 00 MUM. GE-9RGE Lic. No. 39380 0 0."jPNAL �% vl 07/10/08 SHEET TITLE: ENLARGED SITE PLAN SHEEP NUL6ER: C2 PROPOSED ANTENNA CIJI r MOUNTINC MAST (TYP @ EACH ANTENNA) ` - PROPOSE- CINGULAR ANTENNI CABLE WORKS GENERAL NOTES- at &t (TYP OF 6) 1 ALL COAX CABLE SHALL SE INSTALLED LIBERTY PLAZA 1 WITH A 'DRIP LOOP WHEN TURNING FROM VERTICAL 4801 COX ROAD, SUITE 300 TO HORIZONTAL JUMPER LENGTH SHALL NOT GLEN ALIEN, VA 23060 ANTENNA EXCEED 6 ON EACH SIDE OF FEEDER TEL- (804) 360-3511 MANUFACTURES 2 ALL CABLE SHALL BE ANDREWS LDF OR RES FAX: (804) 360-5793 BRACKET CABLEWAVE SERIES, ALL CONNECTORS TO BE 7/16 DIN FEMALE CAPTIVATED. ALL JUMPERS SHALL BE LDF SERIES (NO SUPERFLEX) 7/16 (2) TMA PER ANTENNA MALE DIN TO 7/16 MALE DIN AND SHALL BE 6' LONG MAX (UNLESS IMPOSSIBLE) ALL EXTERIORONNECTIONS SHALL BE WATERPROOF TAPEDWA communications BTYL. PROPOSED 1/2"0 3 ALL ANTENNA MOUNTS MUST BE GROUNDED JUMPER CABLE ALL COAX FEEDER CABLE MUST BE GROUNDED CONSULTANT: 3° MAX (TYP) WITHIN 10' MAX (PREFERRED WITH 2'-0') OF CONNECTOR PROVIDE GROUND BAR AT EACH SECTOR. GRIPSTRUT SHALL BE GROUNDED AT PROPOSED WEATHER EQUIPMENT END AND ANTENNA END TO GROUND PROOFING KIT (TYP) BARS. GRIPSTSHALL BE JUMPED BETWEEN SECTIONS, PROVIDE GROUND KIT AT CABINET, L L P R 0 4. FOR MONOPOLES - ALL CABIN SHALL RUN ON rye AWG STRANDED COPPER INSIDE OF MONOPOLE, CABLE LADDER OR CONSULTING GROUP, INC. INSULATED GROUND WIRE TO STANDOFFS PROVIDE CABLE SUPPORTS EVERY 4' ez.urnoovs;or+NCON.RESVAr NOTE: SECTOR GROUNDING BAR (TYP FOR 1-1-5/8" CABLE, EVERY 4' FOR 7/B' CABLE £ulTEzN DALLAS T, 7>_4a Q Q� Q @EACH MAST) CAD WELD GROUNDING AS FOLLOWS. - KIT AT TOP PRIOR TO TURN DOWN PHONEAn s s4 w�e eu' 1. CONTRACTOR SHALL VERIFY SIZE OF BRACKET o -KIT AT BOTTOM BEFORE HORIZONTAL V,lALLPROCD!COM �" DRAWN BY R MADLOCK REQUIRED PRIOR TO CONSTRUCTION oe V --------- TURN ` 2 PANEL ANTENNAS TO BE FLUSH MOUNTED TO �4 CINGULAR ANTENNAS (TYP OF 3) ROPOSED (2) ' — - — PROPOSED SECTOR CC.= IAL CABLE'S - - KIT AT EQUIPMENT - BOND ICE BRIDGE TOWER AND APPROVED BY. i GEORGE REVISIONS WOOD POLE PER ANTENNA - I GROUND BAR (CGB) EQUIPMENT SIDE) 'll 5 ALL CABINET & ASSOCIATED EQUIPMENT SHALL DALE DESCRFIM BY BE GROUNDED BY EQUIPMENT MANUFACTURER 1 09/28/07 PRELIMINARY DS PROPOSED COAX REPRESENTATIVE. 2 10/05/07 REDLINE CHANGES CEC GROUND KIT (TYP) Og a ° ° ° ° o 00 3 10/09/07 FINAL CEC SECTOR —44GAMMA PROPOSED WOOD 4 12/05/07 REDLINE CHANGES CEC ELEVATION OF CINGULAR ANTENNAS scA�e: 2 s o6/27/oa ZONING RM 275 _ MONOPOLE NTS 6 07/10/08 COUNTY COMMENTS DS SITE NUMBER TMA (6 TOTAL/ _ CV3 62 B (2) PER ANTENNA) SITE NAME WOODEN MONOPOLE CARROLL DAPA TR -5 � MECHANICAIL DOWNTILT BRACKET -- AND DAPA FIX CREEK snE ADDRESS. 2670 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY SEA[', 4440NN00� 0 OF/019 \���LCH 0,, J M. G GE Lic. No. 39380 Ar IFF Ar 1 000 1 ONT / / 4� ` 07/10/08 SHEET TnI 2-3/8" OD ANTENNA MOUNTING PIPES ANTENNA ORDERED SEPARATLEY DETAILS TRI -BRACKET SHEET NUMBER: ORDERED SEPARATELY SCALE:NTS SCALE: w C-4 ANTENNA PLAN VIEW 1 ANTENNA PLATFORM DETAIL b27 NTS ANTENNA AND COAXIAL CABLE SCHEDULE ANTENNA MARK SECTOR ANTENNA COAXIAL CABLE FEED LOCATION AZIMUTH RAD CENTER COAXIAL CABLE LENGTH COAXIAL CABLE MINIMUM BENDING RADIUS TMA TYPE !APE COLOR TRX ANTENNA CONFIGURATION MECHANICAL ODWNTILT REMOT: ELECTRI,A,' DOWNP T A -i 1 DB9320DC90EM BOTTOM 30' 87' 120' (4) 1-5/8"0 20 (2) R, 19OOi-F GREEN TX/RX1 0' 2' —� 4 X WIDE BANDS ON EACH END OF THE BOTTOM JUMPER, ALL BOTTOM JUMPERS SHALL BE COLOR CODED NTH (1) SET OF 3/4" 5 WIDE BANDS ON EACH END OF THE BOTTOM JUMPER B-1 2 DB932QDG90EM BOTTOM 160' 87' 120' (4) 1-5/8"0 20" (2) Rx 19001-F BLUE TX/RX1 0' 2' C -I 3 DB9320DC90EM BOTTOM 275' 87' 120' (4) 1-5/8"0 20" (2) Rx 1900,-F WHITE TX/RX1 0' 2' TOTAL LENGTH 1440' (2) MAII Jul SCALE. j SCALE ANTENNA AND COAXIAL CABLE SCHEDULE NTS ; 1 TYPICAL ANTENNA CABLE CONFIGURATION (1 ANTENNA PER SECTOR) NTs {J TOP JUMPER CABLE (TYP ) CMA WHERE REQUIRED DUAL PORT JUMPER CABLE (TYP ) -- (4) PER ANTENNA MAIN COAX (TYP) SURGE ARRRESTOR (TYP ) BOTTOM JUMPER CABLE (TYP.) COLOR CODE DETAILS & NOTES COAX PORT ASSIGNMENTS (VIEW FROM INSIDE EQUIPMENT ROOM/SHELTER) ANTENNA POSITION CURRENT 10000 0 2 OH O �J OH N 30000 1 2 3 4 NOTES I SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC REFER TO RE REPORT FOR EACH SITE TO DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER SECTOR FACE 2 THE STANDARD IS BASE ON EIGHT COLORED TAPED -RED, BLUE, GREEN YELLOW, ORANGE, BROWN, WHITE AND SLATE (GRAY). THESE TAPES SHOULD BE READILY AVAILABLE TO THE ELECTRICAL 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 SHALL BE 311-35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) WRAPS OF TAPE AND SHALL RE 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 HAVE 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 & COLOR CODE AT TOWER AND BEFORE SHELTER. ' DENOTES TAG OR TAPE CABLE MARKING LCATION TABLE NO, TAPE TAG LOCATION 1, X EACH TOP -JUMPERS SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE BANDS EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE BANDS NEAR 2, X THE TOP -JUMPERS CONECTION 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 WITH (1) SET OF 3/4" 4 X WIDE BANDS ON EACH END OF THE BOTTOM JUMPER, ALL BOTTOM JUMPERS SHALL BE COLOR CODED NTH (1) SET OF 3/4" 5 WIDE BANDS ON EACH END OF THE BOTTOM JUMPER NOTE 1 AZIMUTHS ARE ORIENTED CLOCKWISE FROM TRUE NORTH -.w_- SECTOR GAMMA 275' --- -_ TX "C" -C RXi "C" - GSM, UI Q Q Q, TX "A" -GSM I �0 RX1 "A" -TDMA, ��" CINGULAR ANTENNAS GSM, UMTS (TYP. OF 3) SCALE: I NTS L n COAX CODES (1 ANTENNA PER SECTO TX "B" -GSM 1 RX1 "B" -TDMA, GSM, UMTS SCALE. NTS ff at&t LIBERTY PLAZA 1 4801 COX ROAD, SUFrE 300 GLEN AIlEN, VA 23060 TEL: (804) 360-3511 FAX: (804) 360-5793 W -= communications CONSMTMR: A L L PRO CONSULTING GROUP. INC. ,221 Ll ICON E JOHNSON FRHERNAl' SUI TE 204 DALLAS TP 7-243 PHC,NE .3' -earn FAX L6- b4 -M. WAM,' ALLPROCCi COW DRAWN BY R MADLOCK APPROVED BY, J. GEORGE FEVSW NO DATE I DESMPTION 1 09/28/07 PRELIMINARY 2 10/05/07 REDLINE CHANGES 3 10/09/07 FINAL 4 12/05/07 REDLINE CHANGES 5 06/27/08 ZONING 6 07/10/08 COUNTY COMMENTS sm NUMBE7t CV362B SIZE NMC: CARROLL CREEK SITE ADDRESS' 2670 THOMAS JEFFERSON PKW1 CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY SEN- 1444N10##00 ����L 1 11 fI0 ri'� • y .1 J0 M. G GE Lic. No. ;9380 f �` 00.' ON[ A L 07/10/08 ANTENNA & COAXIAL CABLE DETAILS SHEET NU1MM C-5 M CLIENT. - o GALV PIPE n CAP TYP at&t LIBERTY PLAZA 1 COAX CABLE 4801 COX ROAD, SUITE 300 - - \ ON SUPPORTS AT GLEN ALLEN, VA 23060 S-0" OC. MAX TEL; (804) 360_3511 FAX: (804) 360-5793 ICE BRIDGE PORT o UNISTRUT AT bTRITON PCS CABINETCA PAINTED BROWN (EARTH T,'NE) _ 3'-0" 0 C. MAX C 2 1/2" DIA communications CONCRETE PAD GALV SCH 40 WWF6X6-W2 9X2 9@MID DEPTH , PIPE (TYP) OONSLILTANT, EQUIMENT o -- 1" CHAMFER 112" SLOPE /2" SLOPE /2' CABINET EDGE OF CONCRETE 4" OF X57 STONE NISH GRADE \ ALLPRO GRAVEL FILLL - r \ / - 5'-0" - - --- CONSULTING GROUP. INC. �u.re roe, DALLAS TX7524v 6" MIN CRUSHED STONE GEOTEXTILE i,l I I I I AHONF97L Y LPR000ICCOM 1 � \----- --- NOTE 1 PIPE COLUMNS, WAVEGUIDE CHANNEL WWAAEFAX DRAWN BY R uADLocK 6 4 s REBAR 20 MIL POLYETHILENE O H AND PIPE HEAD AS MANUFACTURED BY CONT. 3" CLEAR VAPOR BARRIER TYP _0" - SUBGRADE /- 12" y'` ADVANCED LIGHTNING TECHNOLOGY, APPROVED BY, d GEORGE (TYP) TYP ( ) L 2 CONNECT EACH SUPPORT LEG TO REM9011S #4 STIRRUPS @ - GROUND RING NO DATE DFSCRP110N BY 18" C/C (TYP.) 3 CABLE SUPPORT SPACING EVERY 3'-0" UNDISTURBED / 10'-0" - % 4 COORDINATE CABLE ROUTE AND EARTH INSTALLATION WITH CABINET 1 09/28/07 PRELIMINARY DS SECTION A 2 10/05/07 REDLINE CHANGES CEC 3 10/09/07 FINAL CEC EQUIPMENT SUPPORT PAD DETAIL (EXISTING) ET, 3 CONIC EQUIPMENT PAD LAYOUT (EXISTING) SNTs 2 WAVEGUIDE BRIDGE DETAIL SNTS 1 4 12/05/07 REDLINE CHANCES CEC 5 06/27/08 ZONING RM 6 07/10/08 COUNTY COMMENTS DS FENCE POSTS MAY BE 4" 0 PINE GRADE BEAM OR 2" 0 OAK SHE NUMBER AS SHOWN 5'-0" CTR TO CTR MAX ORANGE UV -RESISTANT CV362B HIGH TENSILE STRENGTH POLY BARRICADE FABRIC r SnE NATE: ----- CARROLL F-------------- ❑❑❑❑[1❑❑o❑❑❑❑ E I E I ❑❑r❑❑❑❑❑❑❑❑❑❑❑ 11 C-- ❑❑❑❑0❑[1❑❑❑❑❑❑ ❑0❑0❑0❑❑❑❑ElDD CREEK 'b L E I [1[1[10❑❑❑❑❑❑❑❑❑ C I E I n❑❑❑❑❑❑❑❑❑❑❑❑ - GRADE BEAM AS SHOWN ❑ .C E 1 ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ [1 ❑ D C I E I ❑ ❑ D ❑ ❑ ❑ ❑ ❑ D D D ❑ ❑ L I L STE ADDRESS ❑ ❑ 0 ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 11 1 5; 2670 THOMAS JEFFERSON PKWY ❑❑ ❑❑❑❑❑❑❑❑❑3333 DDDDDDDDDDDDD o' i CHARLOTTESVILLE, VA 22902 D❑❑ ❑D❑❑❑❑❑D❑DDD❑ DD❑D❑D❑DDD DDD v ALBEMARLE COUNTY su• 11111111 ❑❑❑ ❑000❑❑[1000❑❑❑ ❑❑❑❑❑❑❑❑❑0❑❑❑ ❑❑❑ ❑❑❑❑❑❑❑0❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑0❑❑❑ ���1��H OF 10 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ \` �/ /, WWF6X6-W2 9X2 9@MID DEPTH ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ --- - - - - - -- ----- ---- - - ❑ ❑ ❑ ❑ ❑ ❑ ❑ -------- -- - -- - - - ---- 'k-- - o I I � a 10 M. G GE Lie. No. 39380 -- AV •AV //J s �` I00 NOTES 0 O 1111 1411111111111111 \1111111, - - - - - - - - - - - 1 PROTECTION OF EXISTING VEGETATION AT THE START OF GRADING 07/10/08 INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR SHEET TiTI.E. STRIPPING OF TOPSOIL A CLEAN, SHARP VERTICAL CUT SHALL BE MADE AT THE EDGE OF TREE SAVE AREA AT THE SAME TIME THAT OTHER \ \ EROSION CONTROL MEASURES ARE INSTALLED THE TREE PROTECTION 3 FENCING AREA SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST DETAILS AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE NO STORAGE / OF MATERIALS OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED SHEET lNA60t: WITHIN THE BOUNDARY OF THE PROTECTED AREA. G sNTS SNT3 C-� SUPPORT PAD DETAIL (EXISTING) 5 TREE PROTECTION DETAIL 4 M / PARCEL. , PARCEL. 2 . N)T JEFFREU M. ANDERSON JUUUS L LIVELY, R. JULIE H. ANDERSON D.B. 1450 PG. 214 D.B. 1496 PG. <668 TAXI 93-53C TAX/ 93-538 ZONED: RA ZONED: RA LAND USE RESIDENTIAL LAND USE: RESIDENTIAL ' PARCEL 2 t JUUU'S L LIVELY, R. j D.S. 1450 PG.'214 TAX! 93-53D ZONED: RAID 14 LAND USE: RESIDENTIAL r I NEW WOODEN MONOPOLE I I ROBERTS. & CARLYN P. SWEENY IN SAME LOCATION AS 519.116 ACRES EXISTING MONOPOLE TO BE REMOVED ' i REMAINING FROM RECORD, TAXf 94-17 ROBERTS. do CARLYN P. SWEENY ZONED: RA + 519.116 ACRES I 1 LAND USE: VACANT" 111000. REMAINING FROM RECORD �} N/F • 00. TAX/ 94-17 CHARLES E. JR. ZONED. RA & ANNIE I. DURRER LAND USE: VACANT �. t D.B. 1317 PG. 30 \ TAXD: RA / ZONED: ED: RA LAND USE: RESIDENTIAL • 1 A / 10' CONTOURS GIS—WEB GEOGRAPHIC DATA SERVICES www.albomarle.org JULY 8, 2008 NORTH FOR 24' X JW PLOT = t' - 201Y 0 100' 2w, goo' FOR Ii' X 17' PLOT— 1' - 400, at&t LIBERTY PLAZA 1 4801 COX ROAD, SUITE 300 GLEN ALLEN, VA 23060 TEL- (804) 360-3511 FAX: (804) 360-5793 communications CONSLUANT. ALLPRO CONSULTING GROUP, INC. q221 _04DON B JOHNSON FRH%WY SLiTE X04 DALL�S TX 7924 PHONE 57L-_3'-8893 FAX 8o6 364-8,75 VWA ALLPROCCi COM DRAWN BY: R MADLOCK APPROVED BY d GEORGE REMSM NO DATE DESOWT ON 1 09/28/07 PRELIMINARY 2 10/05/07 REDLINE CHANGES 3 10/09/07 FINAL 4 12/05/07 REDLINE CHANGES 5 06/27/08ZONING b 07/10/08 1COUNTY COMMENTS SITE NUMMk CV362B SITE NAME: CARROLL CREEK SITE ADDRESS. 670 THOMAS JEFFERSON PKV CHARLOTTESVILLE, VA 22902 SEAL-- 44400##0,,00/ \�� ��LZ H OF � , 0-0 f� J M. G GF Lic. No. 19380 J 07/10/08 SHEET TITLE: 10' CONTOURS SFIEEf NU►6Qt 1 C-7 )7 " GROUND LEGEND_ CLIENT, GROUND BAR ^}&} — GROUND CABLE RUN BELOW GRADE LIBERTY PLAZA 1 4801 COX ROAD, SUrrE 300 8'6/8"0 COPPED CLAD, STEEL GLEN ALLEN, VA 23060 GROUND ROD TEL: (804) 360-3511 — EXOTHERMIC CONNECTION OF GROUND CABLE FAX: (804) 360-5793 TO GROUND ROD — — SUBGRADE GROUNDING CABLE TO CABLE EXISTING GRADE CONNECTION USING EXOTHERMIC PROCESS O GROUND ROD TEST WELL wo A a communications �o CONSULTANT. m CADWELD RING ALLPRO___ #2 AWG BCW SOLID, TINNED CONSULTING GROUP, INC. x221 LYNDON E LJHNSCN FREFI'vAl GROUND ROD SUITE 2u4 DALLAS P 7°247 RHOLE - NEW TEST WELL COPPER CLAD STEEL 5/8" 0 x 10'-0" LONG FAX 866-3641'7F rrA`mALLPRCCCICOM DRAWN BY. R MADLOCK NEW WOODEN MONOPOLE (ROD TO BE DRIVEN VERTICALLY) APPROVED BY J GEORGE --- GROUND RING RENSNIlIS NO DATE DESIMPION EFY (i� O Y 1 1 09/28/07 PRELIMINARY DS 2 10/05/07 REDLINE CHANGES CEC 3 10/09/07 FINAL CEC (E) EQUIPMENT GROUND RING PROPOSED TOWER 4 12/05/07 REDLINE CHANGES CEC GROUND RING GROUND ROD DETAIL SCALE; s 06/27/0e ZONING RM 6 07/10/08 COUNTY COMMENTS DS SITE NU11BE7h CV362B SIZE NAPE: CARROLL CREEK STE ADDRESS` 2670 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY SEAL- SOF ,4�TH !00� c J0. 14. G GE Lic. No. 39380 LZ Ar i f JL TA 00000/ I/0/ 0 IN, 00##4004 07/10/08 SI GROUNDING =--- SITE PLAN & NORTH DETAIL SHM WA49 8 GROUNDING SITE PLAN 1 NOT USED AL SCALE: 3 E-1 " Legend (Nae: Some items on map may not appear in legend) 3-26C 73-27F1 73-38 73=36E3 73 3 C2 r-)6 74-66 74-24 7,4-25 75-1 75-2C'75-64 7- X74 -5D93 +))V -1i73 -26G 73-27V ` ` ` \73396 1 t l� 74-7.2 14-27 74-32 7,5-13 �f ,i�-\ 73-44 73-39C� 74-6Q'74-6PI4�65 j 75 �73-26F 73-26D \ 74-569 1 I �� \ 74-26 75-9 775-11',23,75-41A uW� ✓✓ r \ 1 - 74-30 75-26 75-1( t 74-6R 74-6N 74-63 74-28 ! /h CK 73-26E 73-42A 74-6U� .r / A" 75=9A=75-18 �l v I ❑ P'� 173=22 74-6T 74-6L�74-6K O� 75-2 \ �5 l 75-24 a r 74-8A- `- _ ♦ � 74-29 �o� 75-16 I' j UI'• f • x 88-,2F, 7/ 74 -6I'74 -6F 'S' 75-3 75-22 / 73-43 73-41A / / 74-2860, ri• 75=7 75 73-25 1 58,-2H,1 pEMA � / / G, �t 73-42 N J �Q 174-6H /74-6E i &, '0 75_5 ! 75-23 a a� 88-2I0 74-6A--R�--` t_�� 74-6D 74-31 '7pp. / 75-17 73-24 8=2J�-88-2E,74-6 74=6G 74-6C 74-28A75-46 75-6 87-13C 88-2C \ / J 9-2'.• 89-10 � 88-3Q 88-i IU 188-3YS J ss -3Z 88-.W5� 87-13E 88-2A 88-3N \ f \ �r�88-36 33'Al L-818 89-13 75-41 88-3T 88-3V 88-3I �/8-38883.7 `89�8w� ❑ "°'°a"°°" P. 88-2 `_/ \ 88�P� �88-3X /( / v\89-9 �CFe 87-13 C 88-3E `8` -33 �8-3SS 88-3W 88-4\0/88-39 88-3Q 89-12 87-1 Rp , 1 88-3R \ O 89-13A�89-65 �017l 1 88-3A 88-3K \ / --89-7 89-14A �Mr�� ,88-3M 88�30\ �� 89-14 ❑ ..." 87-12 87-13Af C9y,,BS-3D t 88-29� 89-7B 87-11 ) /_ �J �X 88 3L 88-266 �p� 89-64 87-13 0 88-.Ic `/� 88-5 88-26Cv -8 -31 87-13D2•r 87-1,6188 688-3F 0• R� .88-2BE89-15 7-1A 696 87�j-1�9U IT 87-1688-1A'(� tQ .'�� 89-80 F j S' 7-19T 9 88-24A 88-20F S� 89-63 6F 87-19R t 71087-188163 88-4 88 246 QC 88-26 86-61 �-l� , \I-- '4�' •, 87-1-9W � •9W "1r9P�%Vr 8 =2�iJ� S8`/ =123IF 8 \ 2 -, 88-20A 89-19 89�8A �PvtlDg7i 87-10 %�/� ��S 87-22] 87-16C 88-4B -23E Y�� li\ \L, ! 89-18E 89=fi1A 87-19F '8�(-E/7' 1'9D v r 88-20E 88-20B < \ tC',q� 87 16 t1\ 1 89-62689-63B �f %T 88-561 P 88-246 89-18 / �� A%` 87-19H-236FI����++(vi88-20 89; 1.8D.89 -62E , , ' Ig7 '16,88-5A \ Y 88-20D 89-20�i A\/ 1 �( x 9-62A 89-61 87-19I�87-20A 87=20 FFkt p� f��:p� ( �O ss-22� ss -21 89-21F 86-95 -\87-3177 A' C87=24, 7-22K3 p. \ O i 87-3J 'S; 88-42 :' 9=2'1G 86-84 .� 77g 6187-25 r �� 89-22A 89-60 7-45A )+ + 88-6E v 89-2 8O1 T 7-22It87,26A $ 1.6 ��' ���,�Q 89=37A 87=7E -3 7-35 J 87-9 7-39, r� � _ A 89-23Al� 89-22 /J 87-35C± 87-25Cr 1 O O\ )Z 89-3.7 86-94.86-86 [`� 1 �" .( f� '� I r ) 87-9A 87-40 p'NIL-L-SC-HOOL R� 88-7B 88-8A 89-23'� 86-87 R r t rt/ / 8-136 88-18+ 89-24. i� 87;7_g7-61 88-7C 88-888- '6q2 88-19 ->a �89-38 �9�9\ }87-6 >� 187-56 8s7-66.� 1 q n . , 87-65 �,�\\Y (y 89-36A� 87-7,C='8!!`��' �U7-79NCy 88-7A 88-7,F 8896 88;13 O 89-23E89-25 /y iI 86-88� RT�� ©- '+ QJ 89-26 7-52 �ij\8766g7-76A 87-646 88=.7G 88 7H t37=71A j + 101-1 101-3 101-2 87 99-3 856 C 100-1'C 100-41 708 706101-1'A �� pLq , 99_55 87-64 J1 100-27H 101=5C 1 O-li 100-24 754 99-5E:99 �5C 'F'� 9'S8 99-61 I I � 100 27G 101=1D 101,-6 101Q�B 13 ,� /t$� / / 100-23 101-1C 101-5 Q` 99-53A 99-6062 -tV%- 100-1B 100-2 �\ C� 712 �tt =s ^ \+ 100--28 101-8B -21A 99-52 9-596 �� OBEY C/tFS..�� / 101- --,I8h �Q- 101-3E 9-20 99-59 ��,�P l00 -1A yq �"j T LN ` h0.1 -7F X 100-3 100-26 ( 1'00?2)-101.-9E G 101-24 813 100-25 100-6G D L,V� 99-29 �MP�99=49�A99-59409-5�9D ^ 100-33 101-.1'O� 01-11/�J 10• -233F 101-47 �`9;9-30A1 r��n 99-62 10O -25A �Y �I }��� /�;'�;56eet` gg_g�g9igp gg_gl 99-49 g�9Aa15 99_65 100-4 100-34 100-33D 10,1-1�3C4 - 3G 101-51 rry from Commonwealth of Virginia Attachment B GIS -Web Geographic Data Services www.albemade.org (434)296-5632 Attachment B room irm Com ro wealth of vrWom - - - tit " 16. 1"mr- 4A NJ 71 -Lbs ami r A. ,.� �- �^ .;.-� .�';= _ e.. �� � -' •' - •� � � �� ... , r� a �. � � �'� � w • ,. -'S:. ray,. !. �, � � �, �. 1'� r :. • • L � �Y L � !4.' _ A ♦�' y � Y ^�y