standards and guidelines for communication sites - Radio And ...

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PLANNING CHAPTER 2: SITE DESIGN AND DEVELOPMENT • New road profile depicting road grade. Attempt to achieve a grade of less than 10%. Cranes, concrete trucks, and other heavy construction or delivery shipments must have access to the site. • True North/South and East/West Construction baselines as represented from the tower center (or center of site structure). NOTE: For guyed towers, it is imperative that the final elevation of the anchor head and final grade be coordinated between the foundation tower designer and site engineering firm. • Guy anchor location data schedule (if applicable). Typically the bottom of an anchor head should be 305 mm (12 in.) to 457 mm (18 in.) above final grade. • Foundation Plan, including general layout of all required foundations and foundation schedule depicting applicable foundation elevations • Grading Plan showing general grade elevation and slope of compound and access areas • Sediment Control Plan showing location of hay bales or silt fences to prevent soil erosion • Grounding system design showing all typical exterior grounding requirements. Soils resistivity measurements may also be depicted. • Typical access road cross section and culvert detail, showing the following: • Cross section of access road • Drainage requirements • Curb cut requirements • Equipment Shelter Foundation and details, showing the following: • Foundation layout (depth, length, and width of all foundations) • Cross-sectional view of foundations for rebar placement • Utility plan and installation details, showing the following: • Layout and installation routes for required utilities • Types of instrumentation required if applicable • Electrical one-line and service installation details, showing electrical service installation. • Telephone Installation Details, showing type of telephone line installation if required • Fence enclosure and guy anchor fence plan showing fencing installation 2.4.4 LAND SURVEY AND SITE DEVELOPMENT STAKING CONSIDERATIONS Prior to finalizing site development plans, the site surveying firm should supply the following items as a minimum: NOTE: Topographic and property boundary surveys shall be signed and sealed by a Registered Professional Engineer (or as required by jurisdictional law). 2-4 68P81089E50-B 9/1/05
STANDARDS AND GUIDELINES FOR COMMUNICATION SITES PLANNING • Electronic (in compatible software version) and paper copies of property boundary surveys, clearly showing all easements, rights-of-way and boundaries. The property survey should be overlaid on the topographic survey to show property boundaries with respect to surface conditions. • Electronic (in compatible software version) and paper copies of topographic surveys showing all relevant surface conditions and characteristics, ensuring proper contour lines to convey relative surface height or depth. • East/West and North/South construction baseline delineation. • Latitude, longitude and elevation of proposed center of tower in relation to the communication compound. Site development staking should be performed upon completion of site development plans and required approval. It is recommended that site development staking be performed by the original surveying firm. The contractor performing the fieldwork and the surveyors should have a kickoff meeting to set expectations, understand and agree to a process that ensures timely execution. Electronic and paper copies of the completed construction drawings shall be transmitted back to the surveyor, to minimize the chance for errors in determining property boundary encroachment or engineering errors. At a minimum site development staking should include (but not be limited to): • Easement/right of way locations • Temporary easement locations • Temporary and permanent roadways • Roadway curb cut and radius locations • Center of tower • Site fence corners • Center of tower leg locations • Building foundation corners • Center of inner and outer guy anchor locations 2.4.5 TEMPORARY FACILITIES The following items are typically required during construction. Plan for these items before construction begins so they will be available when needed. • Staging, fabrication and construction areas • Drives, walks and bridges • Public access • Telephone • Sanitary and cleanup facilities • Drinking water • Light and power • Heat • Enclosures and storage 68P81089E50-B 9/1/05 2-5
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STANDARDS AND GUIDELINES FOR COMMUN
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CHAPTER 4 EXTERNAL GROUNDING (EARTH
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CHAPTER 5 INTERNAL GROUNDING (EARTH
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CHAPTER 6 POWER SOURCES 6 6.1 LOCKO
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CHAPTER 7 SURGE PROTECTIVE DEVICES
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CHAPTER 8 MINIMIZING SITE INTERFERE
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CHAPTER 9 EQUIPMENT INSTALLATION 9
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APPENDIX A ELECTROMAGNETIC ENERGY I
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APPENDIX B SOIL RESISTIVITY MEASURE
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APPENDIX C PROTECTING AGAINST ELECT
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APPENDIX D GROUNDING (EARTHING) ELE
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APPENDIX E GENERAL CONVERSIONS AND
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APPENDIX F R56 COMPLIANCE CHECKLIST
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I NDEX Index Index AC power cabling
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