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HomeMy WebLinkAbout2022-05-02 PL-INT-2022-002260 HORIZON TOWERS LLC HISTORIC PROPERTIESTRILEAF environmental architecture engineering 2121 West Chandler Boulevard, Suite 108, Chandler, Arizona 85224 - 480.850.0575 - www.trileaf.com May 2, 2022 Planning Division/Cult Resources Comm. County of Hawaii Planning Department Attn: Mr. Alex J. Roy, M. Sc. 101 Pauahi Street, Suite 3 Hilo, Hawaii 96720 Phone: (808) 961-8140 Email: alex.roy@hawaiicounty.gov RE: Horizon Towers, LLC — WAIKOLOA H14102 / Project# 311571— Trileaf Project #699771 68-3670 Paniolo Ave, WAIKOLOA, HI 96738 Hawaii County, Huu Hinai, Hawaii Quadrangle (USGS) Latitude: 19° 56' 37.54" N, Longitude: 155° 47' 29.07" W Dear Mr. Roy: Trileaf Corporation is in the process of completing a NEPA Review at the referenced property. Horizon Tower, LLC proposes to construct a 75 -foot tall (80 -foot tall overall with branches) monopine telecommunications tower and associated equipment within a 50 -foot by 50 -foot (2,500 square foot) lease area. In addition, a 12 -foot wide access/utility easement is proposed to extend East 350 -feet away from the lease area toward Paniolo Avenue. The utility easement will continue for approximately 700 feet generally southwest, connecting to an existing transformer. This site is currently a native grass -covered field. The antenna will be licensed by the Federal Communications Commission (FCC). Our investigation includes determining if the site is contained in, on or within the viewshed of a building, site, district, structure or object, significant in American history, architecture, archaeology, engineering or culture, that is listed, or eligible for listing on the State or National Registers of Historic Places, or located in or on an Indian Religious Site. Trileaf is requesting information regarding this tower's potential effect on Historic Properties. All information received will be forwarded to the State Historic Preservation Office (SHPO) as part of the Section 106 review process. Additionally, this invitation to comment is separate from any local planning/zoning process that may apply to this project. If you wish to comment or be considered a consulting party, please respond within thirty (30) days of the date of this letter. If a response is not received within thirty (30) days, it will be assumed that you have no objections to this undertaking. A site topography map and aerial photograph are enclosed for your reference. Please call me at (480) 850-0575 or email g.harwin@trileaf.com if you need additional information or have any questions. Thank you for your assistance in this regard. Sincerely, lilidair(1)410 Grace Harwin Project Scientist II Site Location & Surrounding Properties Site Location Easement Aerial Photographs (2019) Geist Engineering and Environmental Group Inc — WAIKOLOA HI4102 68-3670 Paniolo Ave Waikoloa, HI 96738 TRILEAF environmental architecture enu`rct- rg. Puu Hinai, Hawaii (2017) Contour Interval = 40 Feet Scale 1 Inch = -2,000 Feet Latitude: 19° 56' 37.54" N, Longitude: 155° 47' 29.07" VV North 11'kIkIII 111 1II1t.I ■ Site Vicinity Map Geist Engineering and Environmental Group Inc — WAIKOLOA HI4102 68-3670 Paniolo Ave WAIKOLOA, HI 96738 TRILEAF environmental architecture engineering SPECIAL INSPECTIONS SPECIAL INSPECTIONS WILL BE REQUIRED AS PART OF THIS PROJECTS SCOPE OF WORK CONSTRUCTION DRAWINGS IF USING 11"X17" PLOT, DRAWINGS WILL BE HALF SCALE SITE INFORMATION PROPERTY OWNER: WAIKOLOA BAPTIST CHURCH 68-3670 PANIOLO AVENUE, WAIKOLOA, HI 96738 APPLICANT: HORIZON TOWER, LLC ADDRESS: 117 TOWN Sc COUNTRY DR., STE. A DANVILLE, CA 94526 LATITUDE: N 19' 56' 37.54" LONGITUDE: W 155' 47' 29.07" LAT/LONG TYPE: NAD -83 GROUND ELEVATION: 829'± A.M.S.L. JURISDICTION: HAWAII COUNTY, HAWAII ZONING: RS -10 (SINGLE FAMILY RESIDENTIAL) OCCUPANCY: A-3 CONSTRUCTION TYPE: IV STATE LAND USE: N/A TMK: (3) 6-8-002:031 HEIGHT LIMIT: N/A FRONT YARD 1' SETBACK FOR EVERY 5' SIDE/REAR YARD OF HEIGHT SETBACK: POWER: HAWAIIAN ELECTRIC AND LIGHTING (HELCO) TELCO: T.B.D. SITE DIRECTIONS FROM: KONA INTERNATIONAL AIRPORT (KOA) 73-200 KUPIPI STREET, KAILUA—KONA, H 96740 US 1. HEAD SOUTH ON KUPIPI STREET THEN IMMEDIATELY BEAR RIGHT ONTO KEAHOLE AIRPORT ROAD 2. TURN LEFT ONTO H119/QUEEN KAAHUMANU HIGHWAY. 3. KEEP STRAIGHT ONTO HI-19/QUEEN KAAHUMANU HIGHWAY 4. TURN RIGHT ONTO WAIKOLOA ROAD 5. TURN LEFT ONTO PANIOLO AVENUE; DESTINATION WILL BE ON YOUR LEFT. HORIZON A \TOWER, LLC SITE NAME: WAIKOLOA HI4102 68-3670 PANIOLO AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 LOCATION MAP Hula Sr Marie Salter* VICINITY MAP Element, School momma I✓ —SI T err rc waiMbe exylia Church r* &U¢r 1091 fecMngeSmKee LOCAL MAP `'J APPLICABLE CODES ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. • IBC -2018, INTERNATIONAL BUILDING CODE (IBC) — ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE (2018 IBC) AND THE AMENDMENTS SET IN THE HAWAII STATE BUILDING CODE EFFECTIVE APRIL 20, 2021 • NEC -2017, NATIONAL ELECTRICAL CODE • NFPA-2012, NATIONAL FIRE PROTECTION ASSOCIATION — FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL COMPLY WITH 2012 NFPA 1 • 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) • A.D.A. COMPLIANCE INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PROJECT TEAM A&E: M SQUARED WIRELESS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 CONTACT: JON MAXWELL PHONE: (949) 391-6824 PROJECT MANAGER: SUZIE DENSMORE HORIZON TOWER, LLC 117 TOWN Sc COUNTRY DR., STE. A DANVILLE, CA 94526 PHONE: (925) 570-1113 EMAI L: suzie©horizon tower.com SITE ACQUISITION: STEVE SUNG PHONE: (808) 223-0323 EMAIL: steven.sung8©g moil.com DRAWING INDEX SHEET NUMBER: SHEET DESCRIPTION SHEET NUMBER: SHEET DESCRIPTION 000 TITLE SHEET AOO6 DETAILS 001 GENERAL NOTES AOO7 DETAILS 002 GENERAL NOTES EOO1 ELECTRICAL SITE PLAN LOO1 LAND SURVEY EOO2 ELECTRICAL DETAILS AOO1 EROSION CONTROL PLAN E003 CABLING DIAGRAM AOO2 OVERALL SITE PLAN EOO4 GROUNDING PLAN A003 EQUIPMENT LAYOUTS EOO5 GROUNDING DETAILS AOO4 ELEVATIONS AOO5 DETAILS PROJECT DESCRIPTION HORIZON TOWER PROPOSES TO BUILD A COLOCATABLE PROPOSED WIRELESS INSTALLATION. THE SCOPE OF WORK WILL CONSIST OF THE FOLLOWING: GENERAL INSTALL (6) NEW +8'-0" PANEL ANTENNAS ON NEW MONOPINE. INSTALL (6) NEW RRUs BEHIND NEW PANEL ANTENNAS. INSTALL (1) NEW OVP DC SURGE SUPPRESSOR MOUNTED ON SECTOR STAND—OFF ARMS. INSTALL (2) NEW EQUIPMENT CABINETS MOUNTED ON STEEL SLEEPERS ON CONCRETE PAD AT NEW GROUND EQUIPMENT AREA. INSTALL (1) NEW EMERGENCY GENERATOR MOUNTED ON NEW CONCRETE PAD AT NEW GROUND EQUIPMENT AREA. CONTRACTOR SHALL RESTORE Sc REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION. ALL NEW ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH NEW MONOPINE. TOWER STRUCTURE INSTALL (1) NEW 80' HIGH PRE—ENGINEERED STEEL MONOPINE TOWER W/ FAUX PINE TRUNK, BRANCHES, AND NEEDLES. INSTALL (1) NEW TRI—SECTOR MOUNT ASSEMBLY ON MONOPINE. H—FRAME CONTRACTOR TO INSTALL (1) NEW GPS ANTENNA, (1) NEW FIBER DISTRIBUTION BOX, (1) NEW AUTOMATIC TRANSFER SWITCH, AND (1) NEW PPC CABINET ON (1) NEW H—FRAME AT NEW GROUND EQUIPMENT AREA. ALL NEW EQUIPMENT AND NEW H—FRAME. GROUND EQUIPMENT ENCLOSURE (1) NEW CHAINLINK FENCE ENCLOSURE WITH GREEN SLATS WITHIN NEW 50X50' EQUIPMENT LEASE SPACE AT GROUND LEVEL. (2) NEW WORK LIGHTS AT NEW FENCE POSTS. CONDUITS (1) NEW POWER CONDUIT RUN FROM NEW HELCO P.O.C. TO NEW VZW METER TO VZW PPC CABINET AT GROUND EQUIPMENT AREA. INSTALLED BY CONTRACTOR. UTILITY TO PROVIDE POWER TO VZW METER. (1) NEW TELCO CONDUIT RUN FROM NEW VZW P.O.C. TO VZW TELCO CABINET AT GROUND EQUIPMENT AREA. (3) NEW HYBRID CABLE CONDUIT FROM NEW FIBER DISTRIBUTION CABINET AT NEW EQUIPMENT AREA TO NEW ANTENNAS ON NEW MONOPINE. POWER (1) NEW METER SOCKET AND (1) NEW SPLICE CAN PROVIDED BY CARRIER AND INSTALLED BY CONTRACTOR PER HAWAIIAN ELECTRIC ESIM AND NEC REQUIREMENTS. AT TIME OF INSTALLATION, CONTRACTOR TO PROVIDE AND INSTALL METER SOCKET COVER (PLASTIC). HORIZON TOWER, LLC verizon✓ 255 KAHELU AVENUE MILILANI, HAWAII 96789 M SQUAR•j WIRELESS 1307 CALLE AAAAA A00 'DRAWN BY: BM CHECKED BY. JM 1.6.021 W.A. CDs FORREVIEW sPEV DATE DESCRIPTION UNTLETSARVIPATENAgNeUNTR AVE MN OF A LIC KO PROFESSIONAL ENGINEER, TO "ALTER THIS DOCUMENT WAIKOLOA H14102 NEW SITE — MONOPINE 68-3670 PANIOLO AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER 000 - TITLE SHEET GENERAL CONSTRUCTION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR- GENERAL CONTRACTOR SUBCONTRACTOR- CONTRACTOR (CONSTRUCTION) OWNER - VERIZON WIRELESS 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND VERIZON WIRELESS PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE (N) WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL VERIZON WIRELESS ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. ,. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAIAMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOIAMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK' UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY (E) CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE BEGINNING CONSTRUCTION. 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE SUBCONTRACTOR SHALL PROTECT (3) IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL 6E RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-8:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL;E) ACTIVE SEWER, WATER. GAS, ELECTRIC, AND OTHER UTILITIES SHALL 6E PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT/ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, 5) CONFINED SPACE, C) ELECTRICAL SAFETY, 0) TRENCHING AND EXCAVATION. 23. ALL (E) INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL 8E REMOVED. CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ARCHITECT/ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TDA UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE (E) SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT 6E PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TOA SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH PLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. SUBCONTRACTOR SHALL LEAVE PREIAISES IN A CLEAN CONDITION. 32. THE (N) FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT ;NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY VERIZON WIRELESS TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE (N). 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION VERIZON WIRELESS GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/CPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GRO'J NDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 3'. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 41. NO NOISE, SMOKE, DUST, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. (DISREGARD THIS NOTE IF THIS SITE HAS A GENERATOR) 42. NO ADDITIONAL PARKING TO BE (N). (8) ACCESS AND PARKING TO REMAIN, UNLESS NOTED OTHERWISE. 43. NO LANDSCAPING IS ;N) AT THIS SITE, UNLESS NOTED OTHERWISE. 44. ALL ASPECTS OF THE (E) STRUCTURE SHALL REMAIN UNDISTURBED, U.N.O. THE (E) STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION, FREE FROM DAMAGE OR DETERIORATION. THE CONTRACTOR SHALL NOTIFY E.O.R. IMMEDIATELY SHOULD ANY DAMAGE, DETERIORATION, OR DISCREPANCIES BETWEEN THE AS -BUILT CONDITION OF THE ;E) STRUCTURE AND THE ASSUMED CONDITION DESCRIBED IN THESE DRAWINGS BE FOUND. STRUCTURAL CONCRETE / MASONRY NOTES: 1. HOLES TO RECEIVE EXPANSIONNJEDGE OR EPDXY ANCHORS SHALL BE 118" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON DRAWINGS. LOCATE AND AVOID CUTTING (E) REBAR WHEN DRILLING HOLES IN (E) CONCRETE MASONRY. 2. USE AND INSTALLATION OF EXPANSION/WEDGE/EPDXY ANCHORS SHALL BE PER 1030 AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. ENVIRONMENTAL NOTES ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION AND RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 6. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND 6E HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 8. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 9. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN. ELONGATED DR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL CODE CHECKS BASED ON THE AISC, 14TH EDITION PER THE ASCE STANDARD 2. ALL STEEL PIPE TO BE PER ASTM A53 GR. B (35 651), U.N.O. 3. ALL STEEL RECTANGULAR TUBES (HSS) TO BE PER ASTM 5500 GR. B (46 KSI), U.N.O. 4. ALL OTHER STRUCTURAL STEEL SHAPES & PLATES SHALL BE PER ASTM A36, U.N.O. 5. ALL BOLTS FOR STEEL -TO -STEEL CONNECTIONS SHALL BE PER ASTM P3125 GRADE A325, 6. ALL BOLTED CONNECTIONS SHALL 6E TIGHTENED PER THE "TURN -OF -NUT" METHOD AS DEFINED BY AISC. ]. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.( 8. ALL STEEL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM F2329 STANDARDS, THOROUGHLY COATED WITH A RUST INHIBITIVE RED OXIDE PRIMER, OR OTHERWISE PROTECTED AS NOTED ON THE STRUCTURAL DRAWINGS. STATEMENT OF SPECIAL INSPECTIONS: 1. STEEL FABRICATION SHALL BE PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED AS REQUIRED BY THE 2006 18C TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 2. NO FIELD WELDING SHALL BE PERMITTED UNLESS NOTED OTHERWISE. 3. THE FOLLOWING SPECIAL INSPECTIONS, WHERE APPLICABLE, SHALL BE REQUIRED PER CHAPTER 1' OF THE 2306 IBC. • PERIODIC SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING PRODUCT ICC REPORT, IF UTILIZED. • PERIODIC SPECIAL INSPECTION OF POST -INSTALLED ANCHORS IN HARDENED CONCRETE, IF UTILIZED. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT CERTIFIED INSPECTOR FROM AN ESTABLISHED TESTING AGENCY, LICENSED AND APPROVED BY THE BUILDING DEPARTMENT. NO STRUCTURAL OBSERVATION IS REQUIRED. STRUCTURAL FRP NOTES: 1. ALL FRP MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS" PULTRU DED SHAPES/THREADED ROD: F130060ATE DYNAFORM (CARR#:25536) 2. ALL FRP MEMBERS AND PANELS TO BE SUPPLIED BY SCI 3. ALL CUT EDGES AND HOLES SHALL BE SEALED WITH A RESIN COMPATIBLE WITH THE RESIN MATRIX USED IN THE STRUCTURAL SHAPE. HORIZON TOWER, LLC verizon 255 KAHELLI AVENUE MILILANI. HAWAII 96789 M SQUAR , WIRELESS VAX GEMENTE Um,940,1m 'DRAWN DEC CHECKED BY. 1,26,021 011iA CDs FOR REVIEW DATE DESCRIPTION PROJEDI WILL DE UNDER 1,1B OBSERVATION INNEN REQUIRED BY N.P.R. IT IS A ROLATION OE LAW FOR ANY PERSON. ALTER THIS DOCUMENT. WAIKOLOA H14102 NEW SITE - MONOPINE 68-3670 PANIOL0 AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER 001 - GENERAL NOTES ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANYIALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL E) CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER AND TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: C - NATIONAL FIRE CODES A. UL - UNDERWRITERS LABORATORIES 6. NEC - NATIONAL ELECTRICAL CODE C. NEMA -NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA- OCCUPATIONAL SAFETY AND HEALTH ACT E. SAC - STANDARD BUILDING CODE 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT. AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5. ;E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERIAITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. ,. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC... ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL 6E PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATIONS, SET FORTH BY VERIZON WIRELESS. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COIAPONENTS THEREOF, SHALL BE (N) AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IECE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A. BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS IVHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH'6RITE 2INC' OR 'GOLD GALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 984 CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 800 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR N0.8 AWG AND LARGER. 30. SERVICE: 240/1205, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOMM". 34. ALL BOLTS SHALL BE STAINLESS STEEL GROUNDING NOTES: 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "5", "N", '1") WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. NUT AND WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OFA GROUNDING BAR TO AN :E) TOWER,THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 8. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION NFPA) 780 (LATEST EDITION), AND MANUFACTURER. ABBREVIATIONS: ACABV. OA ADD'D A.F.F. A.F.G. AUM. ALLT. AAPPNTRX. ARCH. AWG. BLDG. BLK. BLKG. B.NBM. . BTCW.. 6.0.6 BIU CAB. CANT. C.I.P. CLC. CLR. COL. CONC. CONN. CONST. CONT. DBL. DEPT. D.F. DIA. DIAL. DIM. DWG. OWL. EA. M ELEV.T. E E.N. ENG. EQ. XXP. EXST.(E) EXT. FAB. F.F. F.G. FIN. FDR. FON. F.O.C. .O.M. F.O.S. PAW. F.S. FT.( ) ANCHOR BOLT ABOVE ADDITI NAL .,'OVER 6/AEAI8 ABOVE FINISHED GRADE ALUMINUM ALTERNATE ANTENNA APPROXIMATE; LY1 AR(HITECTURAL) AMERICAN WIRE GGGAUGE BUILDING BLOCK BLOCKING BEAM BOR NBARY NAILING BARE TINNED COPPER WIRE BOTTOM OF FOOTING BACK-UP CABINET CABINET CANTILEVER(ED) CAST IN PLACE CEILING CLEAR COLUMN CONCRETE CONSTRUC N(OR) CONSTRUCTION CONTINUOUS PENNY (NAILS) DOUBLE DEPARTMENT DOUGLTEASR FIR DIAME DIAGONAL DIIAENSION DOWEL(SI S) EACH ELEVATION ELECTRICAL ELVATOR ELEECTRICAL METALLIC TUBING EDGE NAIL ENGINEER EQUAL EXPANSION EXISTING EXTERIOR FABRICATION(OR) FINISH FLOOR FINISH GRADE FINISHED) FLOOR FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF WSTALLUD FACE OF FINISH SUET)RFACE FOOT (FE SYMBOL LEGEND: FTG. FOOTING GA. GAUGE GROWTH (CABINET) GI. GALVANIZED G.F.I. GROUND FAULT CIRCUIT INTERRUPTER GL6. (GLU-LAM) GLUE LAMINATED BEAM GPS GLOBAL POSITIONING SYSTEM GRND. GROUND GR. HT. 1006. LB.(#) L.6. L.F. L. MAS.. MAX M.B. MFR MFR. MIN. MI5 N.T. O.C. OPNG. PCS PLV. PRC P.S.F. P.S.I. P.T. PWR. QTY. (R) REF. REINF. REQ'D. RGS. SCH. SHT. SIM. SQEC. S.S. STD. STD. STRU0. TEMP. HK. ANGER HEI ISOLATED COPPER GROUND BUS NCH ES NTER10 POUND S AG BOL S LINEAR FUEDWL003) LONG(ITUDINAD) MASONRY MAXIM MACHINE BOLT MECHA MINIMUM MANUFACTURER MISCELLANEOUS NE/)5 NUMBEOR NOT TSCALE ON CENTER OPENING PRECAST CONCRETE PERSONAL COMMUNICATION SERVICES PLYWO POWER PROTECTION CABINET PRIMARY RADIO CABINET 805505 PER SQUARE FOOT POUNDS PER SOUARE INCH PRESSURE TREATED POWER', QUANTITY REFERADIUS RENCE REINFUIOREDEMENT:INC) REQRC RIGID GALVANIZEDLE STEEL HEDU SHEET SIMILAR SPECIFICATION(5) SQUARE STAINLESS STEEL STANDARD IAPO STRUCTURARYRAL TE THICK(NESS) TOE NAIL TOP OF ANTENNA TOP OF CURB TOP OF FOUNDATION TOP OF PLATE (PARAPET) T.O.W. TVP. U .G. U.L. U .N.O. \\,/,B1.0. Co.W W.P. UVT. 0 • NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR MECHANICAL GRND. CONN. ■ CADWELD GROUND ACCESS WELL • ELECTRIC 60X • TELEPHONE 60X ▪ LIGHT POLE ® FWD. MONUMENT SPOT ELEVATION • SET POINT • REVISION OGRID REFERENCE ▪ DETAIL REFERENCE q --P ELEVATION REFERENCE 1 SECTION REFERENCE p 111 IIIII Imi E- -A- TOP OF STEEL TTYPICAOP OFLWALL JNDER GROUND UNLESS NOTEDSOTHEORWISE VERIFY IN FIELD WIOE(WIOTH) WITH WOOD WEATHET WEIGHRPROOF CENTERLINE PLATE, PROPERTY LINE GROUT OR PLASTER (E) BRICK (E) MASONRY CONCRETE EARTH GRAVEL PLYWOOD SAND WOOD CONT. WOOD BLOCKING STEEL CENTERLINE PROPERTY/LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR TELEPHONE CONDUIT ELECTRICAL CONDUIT COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS CHAIN LINK FENCING HORIZON TOWER, LLC verizon✓ 255 KAHELLI AVENUE MILILANI. HAWAII 96289 MSQUARK WIRELESS VAX ueawreCA83,940a14w 'DRAWN BY• ERA CHECKED BY. /26,021 BB, COE FOR REVIEW DATE DESCRIPTION PROJECT WILL BE UNDER WV OBSERVATION WHEN REQUIRED BY H.P.R. 1E -115-R. IT IS A MOLATION OF LAW FOR ANY PERSON. ALTER THIS DOCUMENT. WAIKOLOA H14102 NEW SITE - MONOPINE 68-3670 PANIOL0 AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER 002 - GENERAL NOTES r—h 25x90. I I ww SIZE __ — .J._;,: P • LOT 1 12.381 As WW ANTENNA SIE ELEVAZN use n. 01160 63 IEM1 Corkingc l..5<O,16w490It Geodetic Wordinates NAG 6.3 maun= w 156. (r� PROPOSED LOTI43 VZW HI3 PANIOLO WAIKOLOA BAPTIST CHURCH LOT 1 WAIKALOA VILLAGE SCHOOL SITE SUBDIVISION (FILE PLAN 2038) At Waikoloa, South Kohala, Island of Hawaii, Hawaii DATE: June 26, 2014 TAX MAP KEY: (3) 6-8-002: 031 VICINITY MPP 68-5670 Pmlao Awns , weird . mend M Hawaii FB. 61:6 LAND SURVEY LE: NTS LE: NTS 1 HORIZON TOWER, LLC verizon✓ 255 KAHELLI AVENUE MILILANI. HAWAII 96759 M SQUAR , WIRELESS .ee, CALLE >vnwxnno eut c�avnE rw msn aa» aim 'DRAWN B, CHECKED BY. 1,2.021 RD% CDs FOR REVIEW DATE DESCRIPTION PROJEDI WILL DE UNDER 1,1B OBSERVATION WHEN REQUIRED BY N.P.R. IT IS A DIOIATION OF LAW FOR ANY PERSON. ALTER THIS DODUMENT. WAIKOLOA H14102 NEW SITE — MONOPI NE 68-3670 PANIOLO AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER L001 - LAND SURVEY NOTE: ROJEC SCHEI ACTIO" TIM, NE NUIIFV DEPART NT Oi 2 WE S PLANNING AND _RMITTING OF BEFOR, PROJECT STAR1 ATE STARTIN- ORK NSTALL PROTF "" IS DAY CONSTRUCTION INSTALL 2MANE STABILIZE )N (VI TATION. GRASS, WEL. OTHEF ) REMOV, ,ROTECI ACTI01 DA NOTE: 1. PLANNING PRACTICES 2.2.4— MINIMIZE SOIL COMPATION N SOIL COMPACTION IS LIMITED TO THE PROPOSED FACILITIES WHICH HAVE SMALL FOOTPRINT. NO COMPACT DUE TO PAD OR SLOPE GRADING IS PROPOSED. -FMK: (3) 6-8-002:031 ZONING CLASSIFICATION: RS -1D EROSION CONTROL PLAN 1 HORIZON TOWER, LLC verizon✓ 255 KAHELIT AVENUE MILILANI. HAWAII 96,9 M SQUAR , WIRELESS .bee Ci LLE >vnxxnno ewueawreUMT3.0,4e24 'DRAWN FY• CHECKED BY. LTA 1426,021 WW6 ODE FOR REVIEW DATE DESCRIPTION PROJECT WITT BE UNDER LLB OBSERVATION WHEN REQUIRED BY N.A.R. 16-115-S. IT IS A VIOLATION OD LAW FOR ANY PERSON. ALTER THIN DOCUMENT WAIKOLOA H14102 NEW SITE - MONOPINE 68-3670 PANIOLO AVENUE WAIKOLOA, HI 96738 TMK9EMP41-8T4§:031 SHEET NUMBER A001 - EROSION CONTROL PLAN GRASS JI� gl E *or 269'26' 840.30' __ (N) UTILITY (POWER AND TELCO) CONDUITS 1 ±350'-0- IN TRENCH (±1050'—D") LT17_1T •4.1 TMK: (3) 6-8-002:031 ZONING CLASSIFICATION: RS -10 (N) 12' WIDE SITE ACCESS EASEMENT INGRESS/EGRESS FROM PANIOLO AVENUE, INCLUDES ADDITION OF NEW DRIVEWAY ACCESS AT CURB/GUTTER (PER COUNTY STANDARDS) (E) CHAIN LINK FENCE ENCLOSURE, TYP R,q ,60.00, PROPOSED LOT 1B q0 / 5ry% y05/ YW/ 5C/ (E) PAID— iU� ED TRANSFORMER (PgNER •.O. C4 / 24'325 277 84' 6 (E) POWER (UTILITY VAULT -81 (E) TELCO PULLBOXES (E) TELCO PEDESTAL, TELCO P.O.C. PJ NOTES: / 1. THE WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEOUE NT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES NO EXISTING PARKING STALLS ARE BEING ADDED OR REMOVED AS PART OF THE PROPOSED INSTALLATION SEE ATTACHED LAND SURVEY FOR ENTIRE PROPERTY BOUNDARIES, EASEMENTS, AND CONTOUR LINES (E) CONCRETE SIDEWALK W/ CURVE & GUTTER DISCLAIMER: THIS SET OF DRAWINGS WAS PREPARED UTILIZING INFORMATION OBTAINED FROM PUBLIC DOCUMENTS MADE AVAILABLE ON THE COUNTY OF HAWAII WEBSITE. MSQUARED WIRELESS CANNOT GUARANTEE THE ACCURACY OF THE DATA AND INFORMATION DEPICTED ON THE COUNTY OF HAWAII WEEPAGE AND HEREBY EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR THE TRUTH, VALIDITY, INVALIDITY, ACCURACY, INACCURACY OF ANY SAID DATA AND INFORMATION. THE PARCEL LINES ON MAPS ARE FOR ILLUSTRATION PURPOSES ONLY AND ARE NOT INTENDED TO BE USED ASA SURVEY PRODUCT, USER ACCEPTS RESPONSIBILITY FOR THE UNAUTHORIZED USE OR TRANSMISSION OF ANY SUCH DATA OR INFORMATION IN ITS ACTUAL OR ALTERED FORM T.] 84'24'32.5" 127.7E OVERALL SITE PLAN 11.17 E:, -00-0 30 15 0 1 PLOT PLAN 200' 0 24 36 SCALE. „.,SCALE. , - 400=0 200 100 0 200 2 HORIZON TOWER, LLC verizon✓ 255 KAHELU AVENUE MBILANI. HAWAII 96,9 M SQUAR , WIRELESS 1.7 CALLE MX GEMENTE rw�n.0 4024 'DRAWN ID, CHECKED BY. 11,6,021 RFi6 CDs FOR REVIEW DATE DESCRIPTION T'vwSUPER=OITEC"trOIECOPO'N TUT PROJECT 1VILL BE UNDER AV OBSERVATION V/PEN REQUIRED BY 16-115-, IT IS A VIOLATION OP LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIREMION OF A. LICENSED PROFESSIONAL ENGINEER 10 ALTER THIS DOCUMENT WAIKOLOA H14102 NEW SITE — MONOPINE 68-3670 PANI0L0 AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER A002 - OVERALL SITE PLAN (N) 12' WIDE SITE ACCESS EASEMENT AND INGRESS/EGRESS, INCLUDING NEW CONCRETE CURB/GUTTER DRIVEWAY ENTRANCE FROM PANIOLO AVENUE O(N) HORIZON TOWER 50'-O" X 50'-0" EQUIPMENT LEASE SPACE O(N) HORIZON TOWER 6'-0" HIGH CHAIN LINK FENCE WITH GREEN VINYL SCREENING SLATS (N) HORIZON TOWER 12' WIDE DOUBLE O SWING ACCESS GATE NOTE: 1. NEW PINE BRANCHES NOT SHOWN FOR CLARITY. 2. NEW COLOCATED CARRIERS ON TOWER (BELOW) AT LOWER RAD CENTER NOT SHOWN FOR CLARITY. 3. INSTALL ANTENNA SOCKS W/ FAUX PINE NEEDLES ON NEW ANTENNAS. 50'-0" -------------------15 ____ _ __ r 1 r j//) ] (N) UTILITY (POWER & TELCO) CONDUITS IN TRENCH O (±1050'-0"), ROUTED TO NEW POC'S ON SAME PROPERTY O (N) (4) 200 AMP ELECTRICAL METER SERVICE PANELS, (800 AMPS TOTAL, H-FRAMEMOUNTED (4) TOTAL O (N) HORIZON TOWER 80'-O" HIGH MO NOP)NE w/ sETERRANEAN FouNOnnoN O (N) HORIZON TOWER (3) SECTOR RING -MOUNT TorJ O (N) HORIZON TOWER ANTENNA MOUNTING STAND-OFF ARMS HORIZON TOWER, LLC NEW HORIZON TOWER LEASE AREA/CHAIN LINK ENCLOSURE / // j d' ,,/ ISI O ! / % .0 '' w �i � O {I'/ /�' _/� /j `rY / •n ION (Q) P ENNT LAYOUT (N) MONOPI NE AND ND SI EN PLAN RDINATECH BOUNDARY T W/ o E UI A ' ` • Verizon✓ ss uAHEw AVENUE LANI. 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JM N VERIZON WIRELESS 29'-0" ANTENNA O (N) EXCLUSION DISTANCE, TYP ` (N) FUTURE CARRIER 2oE2o- X 20'-0" GROUND �� � O ��410"10 O EQUIPMENT LEASE SPACE LI a- �� ® (N) VERIZON WIRELESS 20'-0" X 20'-0" GROUND O EQUIPMENT LEASE SPACE - 2 ® ® ® NATE NATURAL W z ANTE66 ANDOODI TREESNOTEopL MODIFIED ASPA OFTHE NEW INSTALLATIONARITY SE ��"-` N E NrOFHLOTE, ABLY SSEMEOR w OA REQUIRED LOADING TO BE COMPLETED BY OTHERS Veli N E O (N) VERIZON WIRELESS OUTDOOR EQUIPMENT 4 A 11,6.21 M.CDE FOR REVIEW CABINETS SECURED TO (8) STEEL BEAMS ON CONC. EQUIP. PAD. (2) TOTAL '00. . ,.REV DATE DESCRIPTION O AN)D VERIZONWIRELESS ENCLOSURES OUDOOR ECUREDY Ai TO (N) H -FRAME W/ CONC, FOOTINGS lar .0. (N) VERIZON WIRELESS GPS ANTENNA MOUNTED 0 TO H -FRAME, (1) TOTAL Mr O (N) VERIZON WIRELESS ELEVATED CABLE TRAY BRIDGE VERIZON WIRELESS HYBRID CABLE ROUTED ALONG®FIVE ICE BRIDGE ORT BRIDGE ANN INTO TOWER THROUGH TOTAL NGTH HOLE UP To ANTENNA LEVEL <±110' TOTAL LENGTH) ICY LIIGHHT; (2)ELESS TOTAL POST -MOUNTED Mr O WORK RIZON LIGHT; ' l /e — ,-Q ®� GROUND EQUIP. LAYOUT ;;:;s:s` E 6-, a, 3 6 4 2 0 8. 2 24-.36 SCALE: 3/,6 - ,-Q ®� ANTENNA LAYOUT -, s� 1 O (9) VERIZON WIRELESS 30KW ENCLOSED EMERGENCY Ali GENERATOR ON A POURED -IN-PLACE CONCRETE PAD THIS WORK WAS PREPARED BY ME OR LINDER MY SUPERVISION. CONSTRUCTION OE THIS ROJECT LVILL BE UNDER L, OBSERVATION WHEN REQUIRE BY nare. 16-115-9. HY RID CA LE zuTNIn HEIGHT S EmncE TYPE ANTENNA MARE/MODEL R mNNEc E COUNT Q AZIMUT H NTENN ACOUMA D EC owNTILT su RGE PROTE C MAKE/MODELCTO cou NT LENGTH BLE s¢E RRu2 MADE/MODEL CFRUOUNT N) VERIZON WIRELESS UNDERGROUND HANDHOLES FOR O INCOMING UTILITY CONNECTIONS (POWER AND TELCO), IT IS A MOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING LINDER THE DIRECOON °1 A LIuED PROFESS THIS DOCUMENTEER. TO A CE.Pcs/7o0/850 JMA 10906.0340-02 6 ,/4 ERICSSON RRUS 4449 W3/BS 75 AWS/700/850 JMA MX06ER0640-02 6 30 , 0 Et1Q ERICSSON RRUS 8843 B2/. T (2) TOTAL u, ' ` WAIKOLOA H14102 NEW SITE - AVENUE 68-3670 PANIOL0 LO AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 S. - - - - - - - - PCS/200/850 JMA 16.06.08416.06.0840-02X060640-02 6 120' 0 RAYCAP ' '4,.EFAGSSON 4449 3/B5 ERICSSON RRUSW 35 AWS/700/850 JMA W 40-02 120. , R.10.6627-1.-48 -11p RRUS 8343 82/84 , _ PCs/700/850 JMA MPOSER0340-02 6 245. T 1/A, ERICSSON RRUS 4449 813/85 75 AWS/700/850 JMA 1,06.0340-020B40-02 6 245" 0 31' ERICSSON RRUS 8843 B2/B4 , SHEET NUMBER A003 - EQUIP. & LUCENT LOW GAN - - - - - f15 1/2" - - NEW VERIZON ANTENNA SCHEDULE KEYNOTES ANT. LAYOUTS (N) VERIZON WIRELESS 30KW ENCLOSED EMERGENCY ® 13 (N) VERIZON WIRELESS OVP SURGE SUPPRESSORS TO BE ilk Oj (N) HORIZON TOWER 50'-0" X 50'-0" EQUIPMENT LEASE SPACE O GENERATOR ON A POURED -IN-PLACE CONCRETE PAD O MOUNTED TO ANTENNA ARM. PAINTED DARK GREEN; (2) TOTAL Oe (N) HORIZON TOWER 80'-0" HIGH MONOPI NE (N) HORIZON TOWER 6'-0" HIGH CHAIN LINK FENCE WITH ® Aga GREEN VINYL SCREENING SLATS W/ SUBTERRANEAN FOUNDATION O (N) VERIZON WIRELESS HYBRID CABLE ROUTED ALONG CABLE TRAY AND INTO TOWER THROUGH OPEN PORT HOLE (N) HORIZON TOWER ANTENNA MOUNTING STAND-OFF ARMSAli UP TO ANTENNA LEVEL (±110' TOTAL LENGTH)rPVW O(N) HORIZON TOWER 12' WIDE DOUBLE SWING ACCESS GATEAli O Mr TLF ® O (N) VERIZON WIRELESS 29'-D" ANTENNA EXCLUSION O FUTURE CARRIER 8' PANEL ANTENNAS AND RADIO EQUIPMENT a (N) VERIZON WIRELESS ELEVATED CABLE TRAY BRIDGE DISTANCE, TYP O ®�� Q (N) VERIZON WIRELESS 8' PANEL ANTENNAS TO BE 6gh9 MOUNTED TO 360 PIPE. PAINTED DARK GREEN: (4) PER .0. (N) VERIZON WIRELESS WALL -MOUNTED WORK LIGHT, 2 TVP SECTOR, (12) TOTAL 0� O (N) VE RIZON WIRELESS GPS ANTENNA MOUNTED TO H -FRAME Mr O (N) VERIZON WIRELESS RRU'S TO BE MOUNTED TO 23 ®® ANTENNA ARM, PAINTED DARK GREEN; (8) PER SECTOR, (24) TOTAL '00 !i KEYNOTES r N. J, O8P0 O0 IdAMPNE NEEDLES I OF0 MAOG.L.NOP NE NEEDLES I T±80 G OF VLW ANTENNA MON DRE WER STR ®® 4 F VLW A7MONOP � STRUCTURE4FH1ffi- - T3 O� AG.L. 4,s� o ac.L � IER RAD CENTER ISE P.NE 255 KAHELK AVENUE N.. WIRELESS MSQUAR, I") CALLE •,..00 MXCEwTErw .0,14(124 ® JJ - n.G.LFER-RAD CENTER - •:: •A ±47' 1" IIS tS . ..per V 4 . 4i,iU0,012F A00.,71ERa D CENTER --------------_ ----�. J £ , DRAWN 1,0 PM CHECKED I, 1M 11,26,021 VON 00s FOR REVIEW \ DATE DESCRIPTION (1'-0" SETBACK FOR EVERY 5'-0" POLE HEIGHT) ±22' 1" P OF GENERATOR (1'-0" SETBACK FOR EVERY 5'-0" POLE HEIGHT) ®OT 4 - ® OF GENERATOR C Ps ANTENNA O +4 tv{•: 4 g . - 1 I±124'-1" (1'-0" SETBACK FOR EVERY ® 5-0 POLE HEIGHT) . THIS WORD WAS PREPARED Dv I.nE OR UNDERMY SUPERVISION. CONSTRUCTION OE THISPROJECT WILL BE UNDER I, OBSERVATION115-9. REQUIRED By H A.R. NOLDTION OE LAN, FOR LESSWuryHL14ry1E02E�� \ LE A LWHEN YALTER AREUNDER ACTIN DOCUMENT � etre. TO ' ` WAIKOLOA K SITE — MONOPI EN 68-3670 PANIOLO AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 GPs TENNA I - �� D D AG.L.MONOPINE — LINK ENCLOSURE s DAc.. R'" o Ac.L. l,a -' JTcRo L N(!?��J� � 1F.1 ✓���'-_ --.. y ,... III�G — - ,�� = Ye�KTOP JTcaouN LEVEL b A� r V✓ h TT G47 - SHEET NUMBER A004 - ELEVATIONS D O 0.c. L. O a AG.L. EAST ELEVATIONSCALE:"16 -�E. 3/32 = G q'® 2 NORTH ELEVATIONSCALE:3/16' -0. ® 3/32 =; q' q 1�E. \ rw-MOUNTING Nil O \PIPE-TO-PIPE MOUNTING PIPE PIPE CLAMP /r MOUNTING BRACKET / PROVIDED BY RRU MANUFACTURER IIII NEW EPS ANTENNA GALVANIZED PIPE MANUFACTURER: RAYCAP MODEL NO.: OVP RCMDC-6627-PF-48 DIMENSIONS: ° A 29.5' UNIT WEIGHT: - B 12.6" IIgI1I iii :1 C 16.5 32.0 LBS o o ii; B.. BOTTOM VIEW ATTACH PERn 11111 4 �F(N) NEIV STEEL H-FRAME COLUMN III COMMSCOPE C111 i. ADAPTER RADIO UNIT PERPLAN ANTENNA MOUNTING PIPEPERPLAN , BOLTS PROVIDED MANUFACTURER' •�, WITHADROVID /A\ HORIZON TOWER, LLC RECOMMENDATIONS ` `--I•�I Z MOUNTING BRACKET $ C w z U • — SIDE VIEW FRONT VIEW RRU PIPE MOUNT DETAIL SCALE' Nis ,7 SSE: NTS 7 RCMDC-6627-PF-48 DC SURGE OVP 2,36" SCALE: NTS 4 LOW LUCENT GPS ANTENNA 11,17" SCALE: Nis 1 „7 SCALE: NTS• NOTE: 1. ALL OTHER EQUIPMENT NOT SHOWN FOR CLARITY. ( ) (E) UTILITY POLE -' RVZDC-4520-RM-0S MANUFACTURER: ERICSSON 'ierizon✓ SPECIFICATIONS: WEIGHT: RACK UNITS: NOMINAL OPERATING MAX. CONT. OPERATING VOLTAGE PROTECTION DC VOLTAGE: DC VOLTAGE: RATING: 12 CIRCUIT DSP RACK-MOUNT 22.19 LBS 3RACK UNITS 48V DC T5 VDC 4089 MODEL NO.: RRUS 4449813 pf �iiiiiiill�������II�I � DIMENSIONS: O 00 25 W ANEAVENUE (1) 6;:12;:1/4 PLATES W/ (4) 1/2"x6" A307 BOLTS & (2) 1/2" U-BOLTS TO (1) 2' STD. PIPE MASTS. TVP. PER SECTOR li ANTENNA SECTOR MOUNT PER DTLS 1/D-2 & 4/D-4 10 • _ (N) SECTOR MOUNT PER PLANE (N) OVP PER PLAN A 15" TOTAL WEIGHT: RRU UNIT O O O O I u 3. MILIU N. HAWAII 56785 B 13.2" '0 LBS Y�) O 6- -. ,31? 1 I NMI I r7 M SQUAR lb PAFR'S STANDARD MOUNTING BRACKETS .CC BOTTOM VIEW WIRELESS awcLEavneaw07,40 ,aw �H_ -88 C B DaAWN av_ 22 -- - CHECKED BY. LM — ._ 0 ° RRU UNIT all ' ` 1732. ! DETAIL A ¢ 0�� �� dOJN ING BRACKETS 000000000000000000000 00000000000000000000000 00000000000000000000000 n 11,6,021 y646o, FOR REVIEW = ar �{ -- FEET DATE DESCRIPTION Fi y . �I % 13.64" SIDE VIEW FRONT VIEW 8" OVP SECTOR MOUNT ;:,;;: NSE. NEN 8 RVZDC-4520-RM-48 DC SURGE OVP ,;,17" NSE'. NEN 5 ERICSSON RRUS 4449 B13 , 6 SSE 7" SCALE. NTN NTS 2 ANTENNA PIPE MAST ,70��I ® ilk.= •,` ` NEW ANTENNA PER PLAN NEW 3-POINT MOUNTING AND DON/NTILT BRACKET SUPPLIED BY MANUFACTURER JMA MANUFACTURER: ERICSSON MX06FR0840-02 MODEL NO.: RRUS 9843 pf 1111 i iiiiiiii )O�����II�I� DIMENSIONS: O O O HEIGHT (H) 95.9" WIDTH (W) 19.8" A 14.9" TOTAL WEIGHT: RRU UNIT O O O O A)10.7"O DEPTH (D) B 13.2"-2 LBS 09) O WEIGHT WIO BRACKETS 98 LBS. C 10.9''1) ;31.9 11 HMI11p WEIGHT WITH BRACKETS 124 LBS. I REFER TO DETAIL 7ID-3 MFR'S STANDARD FOR RRU MOUNTING MOUNTING BRACKETS CONNECTOR TYPE (6)4.3-10 FEMALE CONNECTOR LOCATION BOTTOM BOTTOM VIEW THIS WORK WAS PREPARED BY I, OR UNDER FRONT OF ANTENNA s WHEN REQUIRED By „.are. 16-115-9. C B IT IS PERSON. UNLESS LHEVAARENHCTINc ND a ANY ar A ucEry TD T LLERPTHIS DOCUMENT.ENGINEER. / '666 00000000000000000000 E - RRU UNIT ! MFRSSTANDARD f GO NTINGBRACKETs o Mm00000000000000000000mM 00000000000000000000000 00000000000000000000000 00000000000000000000000 WA°E OAPoNEW MONONE 68-3670 PANIOL0 AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 3. � O (i)§4i4Oo° Oo° O 9 W FEET SIDE VIEW FRONT VIEW SHEET NUMBER BOTTOM VIEW (CONNECTIONS) FRONT VIEW SIDE VIEW A005 - DETAILS ANTENNA TO PIPE MOUNTING „.,, SSE NTS 9 MX06FRO840-02 - ±8'-0" ANTENNA ,, SSE NTs 6 ERICSSON RRUS 8843 24 6. 3 SSE• NTS CROSS-SECTION MANUFACTURER: SITE PRO 1 MANUFACTURER: CHARLES NO3MODEL DIMENSIONS:UNIT cueE-12942E1W, MODEL NO.: RMV5-284* W/ U0B4 WEIGHT: 910 LBS* WEIGHT. POLE DIA.: 2685 LBS 2-3/8. X84" MOUNTING PIPES; (6) TOTAL 1 N 1y�,1j • 32 (FULLY EQUIPPED) . 5 -STRINGS MAX. BATTERY CAPACITY, (4) BATTERIES PER STRING. E 1/D 3 2 ATTACHMENT PER '�. COMMSCOPE HFT2406-480V3 CONSTRUCTION TYPE JACKET DOLOR DIMENSIONS POLYPROPYLENE FILER 6 AWG COPPER WITH PVC JACKET BRAID SHIELD Ji. 12 AWG TINNED COPPER DRAIN WIRE (QTY=1) STRANDED 10 AWG GROUND GROUND WIRE (CITY = 1) PVC OUTER JACKET HYBRID STANDARD TRUNK BLACK gra — Y _rill : it `,....*400.1, Of T ATOWE8 HORIZON, LLC PLAN VIEW FRONT VIEW SIDE VIEWs. BBU CABINET 2 336" SCALE:NTS .. 4 NEW TRI -SECTOR MOUNT 4-.32- SCALENis 1 11,12" SCALE'.: NTS COORDINATE ANCHOR BOLT PLACEMENT WITH MANUFACTURER TYPICAL PER SECTOR verizon✓ ANTENNA 2" STD. PIPE MAST, TVP. (N) JUMPERS DRIP LOOP. AS REO'D WITH 10" MIN RADIUS ON ALL JUMPERS TO BE SECURED WITH (N) CABLE SUPPORTS 255 MIuu5.. HHpwal 5678 j r ¢ p Ee 0 z RECOMMENDATION 3/4" CHAMFER SLOPE EQUIPMENT EQUIPMEPME (4) 1 /2 TZ S.S WITH LOCK MIN. 3 (4 BOLTS WIRELESS NT CABINET 0 HILT/ KWIK BLOT EXPANSION ANCHOR WASHER, 1/4" EMBEDMENT PER CABINET) AT EA. ANTENNA Tri c A p x f 5 F, RRUS PER PLANS WITH MOUNTING BRACKET M S UARGL;/ �WIRELESSI ibc a •NZADO wsn �wgs�aw CORD LENGTH 91.44 M1300 FT BREAKOUT LENGTH, FIBER. END 1 1000 MM I39.37 IN BREAKOUT LENGTH, FIBER, END 2 1000 MM 139.37 IN BREAKOUT LENGTH, POWER, END 1 725 MM I28.541N BREAKOUT LENGTH, POWER, END 2 725 MM 128.54 IN ENVIRONMENTAL SPECIFICATIONS s m w rM �■�."�'j-T•'��'� DRAWN BY: BP - SITEPR01 MONOPOLE �Je QUAD T -ARM MOUNT CHECKED BY. JM ENVIRONMENTAL SPACE RISER I WIRELESS INSTALLATION OPERATING TEMPERATURE -40°CTO+]5°C(-40'F TO +16]'F) REGULATORY COMPLIANCE/CERTIFICATIONSRE v LI+ ■ PARTS UOB4 = r O i f _ ®�l� 1009001:2015 DESIGNED, MANUFACTURED AND/OR DISTRIBUTED UNDER THIS QUALITY MANAGEMENT SYSTEM '¢'¢'-` (N) MONOPINE �`� 4" GRAVEL YARD WEED BARRIER TIEUu� #4 @ 12- O.C. E.W. _IIr_�IIr�WII+ MID -DEPTH �. A 11,6.21 MO, COE FOR REVIEW jj�0� 4" COMPACTED BASE COURSE (2) 4 DATE DESCRIPTION i NEW HELIAX HYBRID TRUNK CABLES „.;; N E NEN 7 EQUIPMENT ANCHORAGE 11,12" SCALE'. NEN 5 ANTENNA AND RRU MOUNTING „-,;6 SCALE.. NEN 2 BEND INSENSITIVE SINGLEMODE FIBER, NOTES: 1. ALL DIMENSIONS SHOWN ARE MINIMUM CLEAR 2. GC TO INCLUDE REMOVAL OF SOILS 3. 1-1/2 SACK SLURRY FOR BACKFILL MANUFACTURER: oon No, CUBE-P0E3922W02 MDIMENSIONS: M1� ®--®--.3)--nr, ----------- 124) TOTAL UNIT WEIGHT. 1127 • 1111. III. III. 32 (FULLY EQUIPPED) GRADE 2 ATTACHMENT PER DETa L/D-3THIS II'- II'- 1 1 1 1 } COMMSCOPE HFT1208-24526-100 UL LISTED: TC -OF -ER FT4 CONSTRUCTION TYPE DISCRETE FIBER TRUNK JACKET COLOR BLACK DIMENSIONS ® WORIF ViAS PREPARED BY 1, OR UNDER MY SUPERVISION. CONSTRUCTION OE THIS PROJECT WILL BE UNDER I, OBSERVATION WHEN REQUIRED By H.A.R. 16-115-9. ME RECOMPACTED TOP SOIL— B li IS A NOL,TION OE LAW FOR ANY PERSON. 1HEY ARE ACTING UNDER THE DIREMION -" '' WARNING TAPEUNLESS Jilin OF A LICENSED ALTER THIS DOCUMENT EER. TD ♦ --- CORD LENGTH 100 MI 328 FT BREAKOUT LENGTH, FIBER. END 1 1000 MM 139.3] IN BREAKOUT LENGTH, FIBER, END 2 1000 MM 139.3] 15 ENVIRONMENTAL SPECIFICATIONS 0 TELCO c+ © e WAIKOLOA H)4102 NEW SITE - MONOPINE cn -T• 1-1/2 SACK SLURRY BACKFILL _ I Q ® — 68-3670 PANIQLO AVENUE WAIKOLOA, HI 96738 TELCO/POWER 12„ - UNDERGROUND POWER CONDUIT TRENCH ENVIRONMENTAL SPACE RISER I WIRELESS INSTALLATION OPERATING TEMPERATURE -40°C TO +70 °C 1-40°F TO+158'F) REGULATORY COMPLIANCE/CERTIFICATIONS TMK: (3) 6-8-002:031 9 s.ROHS 2011/65/EU COMPLIANT ISO 9001:2 DESIGNED, MANUFACTURED AND/OR DISTRIBUTED UNDER THIS QUALITY MANAGEMENT SYSTEM (30 1.75"M/2.5D KNOCKALTs Enc SIDE PLAN VIEW FRONT VIEW SIDE VIEW 4 SHEET NUMBER A006 - DETAILS NEW FIBER FEED HYBRID TAILS ,1,1 7SSE. NTS 8 POWER/TELCO IN TRENCH ,, 17 SCALE. NTS 6 BTS CABINET 3 ,, ,,, SSE NTS 2-1/2" STD. GALV. STL. POST GROUNDING WORK LIGHT ;LITHONIA WALL PAK #OLW14, LED, 120V, 19 WATTS) MOUNTED TO STL. POST J -BOX 1 CONDUIT 3/8 0 U -BOLT TYP PIPE CLAMP, TYP PER PLAN 3' STD (3.5"0.).x0,216" THK) GALV PIPE, TYP. 61000 UNISTRUT, TVP. SLOPE CONCRETE AWAY FROM PIPES ILC (INTEGRATED LOAD CENTER) CABINET (60" X 29" X 10") 4125 LBS.) TELCO CABINET (550 LBS.) 16"0 CONCRETE PIER CABINETS MOUNTED TO UNISTRUT PER MANUFACTURERS SPECIFICATIONS 1/2"0 U -BOLT WITH LOCK WASHERS, TYP. rFINISH GRADE WORK LIGHT 2 Y36 SCALE. NTS IT' SCALE: NTS 4 H -FRAME MOUNTED ELECTRICAL EQUIPMENT 24 Y36 SC LE NTS x17" SCALE'. NTS GROUNDING 2 PIPE CAP VALMONT 24" GALVANIZED GRIP -SPAN ICE BRIDGE KIT VALMONT "Z" BRACKET TRAPEZE KIT ANTENNA CABLE ATTACHED WITH STAINLESS COAX HANGERS 3" STD. GALVANIZED PIPE Q/ 10'-0" D.C. ALONG CABLE RUN SLOPE CONCRETE AWAY FROM PIPES N) GRAVEL YARD OVER WEED BARRIER HEAVY PRESSED GALVANIZED BARB WIRE OUTRIGGER ARM WITH 3 -STRAND GALVANIZED BARB WIRE 1-114"0 GATE FRAME PER PLAN 10'49 MAX 2-1/2"0 CORNER POST 3/8"0 TRUSS ROD WITH TURNBUCKLE AT GATE 091_9 2"±2" - 9 GAUGE FENCE FABRIC 1" GAP BETWEEN FINISH GRADE AND BOTTOM OF GATE 3/16 x314 STRETCHER BAR AT CORNER AND GATE POSTS 1-1/4.0 TOP RAIL 11 1111 L_ , DOUBLE GATE 12 0±40 CONCRETE FOOTING IN SOIL 2-1/2"0 GATE POST 2"O INTERMEDIATE POST NO GAP BETWEEN GRADE AND FENCE FABRIC 1/2 GROWN FOR DRAINAGE OVERHEAD CABLE BRIDGE - SINGLE 11 y17 24 Y36 NSE. NTN 5 DOUBLE GATE FENCE WITH BARBED WIRE 24 ,36" SCALE NTS 11"x17" SCALE. NTS REMOVE PANEL TO ALLOW TANK VENTS TO TERMINATE OUTSIDE OF THE GENERATOR ENCLOSURE (CHECK LOCAL AND STATE CODE FOR APPLICABILITY) INTERNAL DIVIDER PANEL SEPARATES FUEL TANK VENTILATION DUCT FROM THE ENGINE, ALTERNATOR AND EXHAUST SYSTEM PLAN VIEW REAR VIEW REMOVE COVER FOR ACCESS TO RADIATOR FILL CAP REAR ENCLOSURE COVER PANEL CUSTOMER ACCESS ASSEMBLY CONTROL PANEL ACCESS, BATTERY CHARGER LOCATED WITHIN REMOVABLE STUB' JP COVER COORDINATE ANCHOR BOLT SIZE, QUANTITY AND PLACEMENT WITH MANUFACTURER'S RECOMMENDATION NOTE: REINFORCEMENT IS TO BE PROPERLY LOCATED & AVOIDED PRIOR TO & DURING INSTALLATION OF WEDGE ANCHORS MANUFACTURER. GENERAL ENGINE: PERKINS MODEL NO.: RD03022 GENERATOR: 2.2L 30KN/ DIMENSIONS: UNIT WEIGHT: ENCLOSURE: SOUND 70 DBA A 85• TANK: 61 GALLON B 35" 185? LBS BASE: - C 59" (NOT INOLUDING FUEL TOTAL WEIGHT: APPROX. 2367 LBS VISE ACTION LATCH, ONE PER DOOR, ONE LIFT OFF DOOR ON FRONT, RIGHT AND LEFT SIDES W6s15 GALVANIZED STEEL BEAM, TYP. OF 2) 3/4"0 HILT! KWIK BOLT KB-TZ2 S.S. EXPANSION ANCHOR WITH LOCK WASHERS, MIN. 3 3/4" EMBEDMENT WITHIN 6" OF EACH END OF STEEL BEAM AND AT 3'-0" 0,C, STAGGERED ALONG LENGTH, INSTALL PER ICC-ESR#4266, 1 ME FRONT VIEW 4" GRAVEL YARD LIFTING PROVISIONS (4 PLACES) WEE) BARRIER 1,1 VERI2ON WIRELESS GENERATOR, ANCHORAGE CENTERED ON SLAB 3/4"0 STEEL BOLT (TVP. OF 3 PER SIDE, SLOPE OF SLAB AZislatzisggigat EIII 0TINING AND SLAB PER DETAIL 110-3 TOTAL) - - SEE DETAIL SID -2 FOR RUNE) DOWN 1=II EIIEITI=IIEIIEIT- FOOTING EDGE DIMENSIONS AND ' Ellll lili IEI�E" REINFORCEMENT NOT USED 24 Y36 SCALE. NTS 11,17" SCALE: NTS 6 POST TO FLOOR CONNECTION 24 Y36 SCALE NTS 11,17" SCALE: NTS verizon✓ 255 KAHELLI AVENUE MILILANI. HAWAII 96789 M SQUAR , WIRELESS AAA ueawre Uwsn N0 4024 'DRAWN BY. CHECKED BY. 11,6,021 Al, COE FOR 12DAaN DATE DESCRIPTION PROJECT WITT BE UNDER WV OBSERVATION WHEN REQUIRED BY B.A.R. 16-115-R. IT IS A NOTATION OD LAW FOR ANY PERSON. -1:g1',4 gMSONDAEL'ENGEINPERE.70°N ALTER THIS MOMENT. WAIKOLOA H)4102 NEW SITE — MONOPINE 68-3670 PANIOL0 AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER A007 - DETAILS GRASS I I Cel *or TMK: (3) 6-8-002:031 ZONING CLASSIFICATION: RS -10 269'26: ±350' 0" N (N) TRENCH (±1osUTILITY (POWEoR' D") TELCO) CONDUITS :o AN (N) 12' WIDE SITE ACCESS EASEMENT INGRESS/EGRESS FROM PANIOLO AVENUE, INCLUDES ADDITION OF NEW DRIVEWAY ACCESS AT CURB/GUTTER (PER COUNTY STANDARDS) �R>Q �6Q 0, LOT 1 12.38 (E) CHAIN LINK FENCE ENCLOSURE, TYP PROPOSED LOT 1B (E) PAb—MOUNTED TRANSFORMER (POWER -0.0.C4 84'24'32.5 27 76' (E) POWER (UTILITY VAULT 0014 (E) TELCO PULLBOxES (E) TELCO PEDESTAL, TELCO P.O.C. (E) CONCRETE SIDEWALK W/ CURVE & GUTTER (N) UTILITY (POWER AND TELCO) CONDUITS IN TRENCH ROUTED FROM (E) POWER AND (E) TELCO P.O.C. ELECTRICAL SITE PLAN RA W.36SCALE. „.,r SCALE. , - 60=0 30 , 1 HORIZON TOWER, LLC verizon✓ 255 KAHELLI AVENUE MILILANI. HAWAII 96.769 MSQUARC WIRELESS 'DRAWN BY• CHECKED BY. ON% ODA FOR REVIEW DATE DESCRIPTION WHEN REQUIRED BY D.P.R. 16-115-, IT IS A MENTION OE LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION • WAIKOLOA H14102 NEW SITE — MONOPINE 68-3670 PANIOL0 AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER E001 - ELECTRICAL SITE PLAN (6) TELCO; TO MAIN POINT OF CONTACT /N) TELCO MEET POINT AT MAIN BUILDING TELEPHONE ROOM ON GROUND LEVEL (1) NEW 2" TELCO CONDUIT FROM (N) TELCO ENCLOSURE AT MAIN BUILDING TELEPHONE ROOM, RUN ALONG SERVICE HALLWAY CEILING WITH (E) CONDUIT ROUTING, TO ELEVATOR SHAFT AREA AND THEN TO FOLLOW (E) CONDUITS VERTICALLY UP TO ROOFTOP; S 290' CONDUIT LENGTH (N) VERIZON WIRELESS H•FRAME MOUNTED TELCO CABINET WI (NI FIBER ROUTED FROM IE) TELEPHONE ROOM LOCATED ON GROUND LEVEL OF MAIN BUILDING (TO BE CONFIRMED PER FINAL TELCO UCR) PANEL "V2W" 120/240 VOLT//PHASE/3WIRE MAIN: MLO MOUNTING: SURFACE 1 SECTION: SINGLE LUGS BUS. 200 A.I.C. RATING: 10K LOAD VA SERVES L R M CB I P CKT PH CKT CB /P L RM SERVES LOAAD V SPARE 1 15/2 1 A 2 50/2 1 BTU CAB 2500 — — 3 B 4 — — 2500 SPARE 1 15/2 5 A 0 20/1 1 SPARE — — B 8 20/1 1 SPARE 180 RECEPTACLE 1 20/1 9 A 10 30/2 1 SURGE SUPPRESSOR 0 75 LIGHT 1 20/1 11 B 12 — 0 SPARE 1 30/2 13 A 14 30/2 1 SPARE SPARE — 15 B 16 — SPARE SPARE 1 30/2 i7 A 18 30/2 1 SPARE SPARE — 19 B 20 — SPARE SPARE 1 30/2 21 A 22 30/2 1 SPARE SPARE — 23 B 24 — SPARE SPARE 1 30/2 25 A 26 30/2 1 SPARE SPARE — 27 B 28 — 2500 BTS CAB 1 50/2 29 A SPARE 31 B 31 A 91 B 31 A 31 B 41 A PHASE A B PHASE TOTAL VAI 1580 5075 PANEL TOTAL CONNECTED 10,255 VA PANEL LOCATION: WITHIN POWER TRANSFER LOAD CENTER "PPG" 0 VA L.C.L. x25"18 500 VA PANEL TOTAL: W/ L.C.L5125'A 10755 VA = 45 AMPS TELCO ONE LINE DIAGRAM 24 NM SCALE: NTS SCALE: NTS 1 PANEL SCHEDULE "VZW" 24"436" SCALE: NTS 1,4174 SCALE: NTS 2 (E) HELCO TRANSFORMER (POWER P.O.C.) (E) HELCO UTILITY SOURCE GROUNDING ELCTRODE 1004 2P 144 GND, (N) GENERATOR EXTERIOR GRADE, 2401, 1 PH (1) 21/2"0, 341/0 & 1-46 GRD., CU, THHN/THWN-2 /APROX. 480-0") 3/4" C 346, 1-010 GRD. —(N) 200AMP METER W/IN (N) OVP RACK MOUNTED METER BANK WITH (4) 200AMP SURGE SUPPRESSOR METERS; 800AMP TOTAL 'N) PPC FEEDER TO BE ROUTED FROM FROM NEW VZW METER TO (N) VZW EQUIPMENT 100 AMP/2P, HEAVY DUTY, FUSED DISCONNECT SWITCH, 480V, NEMA 3R BTS CAB BBU CAB SERVICE LIGHTS 2 HOUR SPRING WOUND SWITCH, NEMA 3 ENCLSOURE 3/4" C 2012+1012 GND. r - NORTHERN TECHNOLOGIES, INC. Q' POWER PROTECTION CABINET (PPC) PART NO. CAC -A75201005 NEMA 3R ENCLOSURE U.L. FILE NO. NEED TO VERIFY UL NUMBER 120/2401/, 10, 312/, 200A o.1300 o.1300 o.1300 o.1300 20/2000, 106010 UTILITY MAIN MECHANICAL INTERLOCK (MIS) J )20A 1 PI 5AI 42 3 1)1-114"C, &148 GRD., CU, "G,THHWTHWN-2E 2.9% V.D. (2) 21/2"C, 34/250KCMIL 81-134 GRD., ECU, THHN/THWN-2 (APPROX. 15'-0") NEMA 83 5-15R GFI (95.3.) SINGLE LINE DIAGRAM 26,36" SCALE: NTS 11 EvIl r SCALE: NTS 3 HORIZON TOWER, LLC verizon✓ 255 KAHELLI AVENUE MILILANI. HAWAII 96789 MSQUARC WIRELESS ease CALLE AVANZADO 'DRAWN BY• CHECKED BY. 1,26,021 COE FOP REVIEW/ DATE DESCRIPTION PROJECT TESL BE ENDER TES OBSERVATION WHEN REQUIRED BY UWE. 16-115-9. IT IS A MOLETION OE LAW POP ANY PERSON. ALTER Tule MOMENT. WAIKOLOA H)4102 NEW SITE — MONOPINE 68-3670 PANIOLO AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER E002 - ELECTRICAL DETAILS 1 NEW VERIZON WIRELESS HYBRID CABLES; (1) RUN PER SECTOR </iF> NEW VERIZON WIRELESS PIPE MOUNTED OVP12 SURGE PROTECTION UNIT; (1) TOTAL 3 NEW VERIZON WIRELESS PANEL ANTENNAS: (2) PER SECTOR. (6) TOTAL 44 NEW VERIZON WIRELESS RRUS; (2) PER SECTOR, (6) TOTAL 55 NEW VERIZON WIRELESS CPS ANTENNA; (1) TOTAL 66 NEW VERIZON WIRELESS RACK MOUNTED OVP12 SURGE PROTECTION UNIT; (1) TOTAL NOTES: 1. THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY. 2. CONTRACTOR TO VERIFY APPROVED STRUCTURAL ANALYSIS PRIOR TO INSTALLATION. 3. CONTRACTOR TO VERIFY ANTENNA TECHNOLOGIES PRIOR TO REMOVAL OF ANY ANTENNAS. 4. CONTRACTOR TO ORIENT & PLACE PROPOSED RAYCAP JUNCTION BOX CLOSEST TO HYBRID CABLE ROUTE. 5. CONTRACTOR TO SUPPLY WEATHERPROOFING BOOTS FOR CONNECTIONS. 6. HOISTING GRIP MUST BE USED FOR EVERY 200 FEET OF CABLE. 7. CONTRACTOR IS TO REFER TO VERIZON'S MOST CURRENT RADIO FREQUENCY DATA SHEET (REDS) PRIOR TO CONSTRUCTION. 8. CABLE LENGTHS WERE DETERMINED BASED ON VISUAL INSPECTION DURING SITE—WALK. CONTRACTOR TO VERIFY ACTUAL LENGTH DURING PRE—CONSTRUCTION WALK. 9. GENERAL CONTRACTOR TO PROVIDE MOUNTS OR ADDITIONAL HARDWARE IF REQUIRED TO SUPPORT PROPOSED ANTENNAS. ALL ANTENNAS & MOUNTING HARDWARE SHALL CONFORM TO DESIGN REQUIREMENTS PER 2012 IBC/2013 CBC AND EH/TA-222—G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 10. *132 RADIOS MUST BE TYPE 2 FOR SAME CABINET INSTALLATION (OR SIMILAR) SEE PLUMBING DIA. FOR MORE REFERENCE 11. THIS PROJECT'S SCOPE OF WORK ONLY CONSIST OF LOW VOLTAGE COMMUNICATION AND DOES NOT REQUIRE CODE COMPLIANCE TO HIGH VOLTAGE. KEY NOTES SECTOR "A" 850 PCS 700 850 AWS 700 RRUS 4449 13/B5 RRUS 8843 B2 B66A SECTOR "B" 850 PCS 700 850 AWS 700 RRUS 4449 B13/B5 nnn nn RRUS 8843 B2 B66A C ANTENNA LOCATION SECTOR "C" 850 PCS 700 850 AWS 700 RRUS 4449 B13/B5 RRUS 8843 B2 B66A nn nnnn nn DC SURGE (OVP12) -O OTYPICAL TYPICAL GPS ANTENNA KOK 5 EQUIPMENT LOCATION HTB HTB DC SURGE (OVP12) LILILILILIULIULIULILI CABLING DIAGRAM 2E, 22 SCALE r SCALE TS TS HORIZON TOWER, LLC verizon✓ 255 KAHELU AVENUE MILILANI. HAWAII 96789 M SQUAR , WIRELESS 1.7 Ci LLE >vnxxnno 'DRAWN B, CHECKED BY. EltliA COE FOR REVIEW DATE DESCRIPTION PROLE:II WILL BE UNDER MP OBSERVATION WHEN REQUIRED BY P.A.R. LB- 115-R. IT IS A MOLMLION OF LAW FOR ANY PERSON. ALRER THIS DOCUMENT. WAIKOLOA H14102 NEW SITE — MONOPINE 68-3670 PANIOL0 AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER E003 - CABLING DIAGRAM w�RINc. a0 UNU U DEEP. NcN Ns TYPE i� TO NEw GATE PosT. TVP. #2/0 AWG LINE.GROUND RING BELOW FROST (SEE GROUNDING NOTES , &8, (N( 5/8,,0' SS DRIVEN GROUND ROD W/ ACCESS ROUND RING TO BE BELOW FROST LINE (TYP) NEWTINNED BARE FROMVZw EODIPMENT TO GROUND RING. TYR, ilk 5/a'm SCHEDULE 60 PVC OP FLEXIBLE CONDORFIXTURES. SEE FINISH GRADE d2 DX1RIDCTRI= PM TO ABOVE GRADE GROUNDING PLAN GROUND ACCESS WELL GROUND RODS (MINIMUM 6 NED (TYPICAL) PPR (TYPICAL)ON �yPIGPL o,o �IM GROUNDING RING 11,17' SCALE: NTS 2 GROUNDING NOTES: 1. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 2 THE TRACTOR IS RESPONSIBLE FOR PROPERLY SEOUENCING GROUNDING UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC (GADWELD) A. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 5. ALL GROUND NS ABOVE GRADE (INTERIOR & EXTER OR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 6. ALL EXO7HERMIC CONNECTIONS TO THE GROUND RODS SHALL VERTICAL SEPARATION OF e FOR EVERY ADDITIONAL CONNECTION AT THE TOP & HAVE A 7, ALL EXTERIOR GROUND CONNECIIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL eCONDUCTORS SHALL BE H2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. GROUND RODS SHALL BE COPPER CLAD STEEL. /B'm EN VER7ICALLY WITH THEIR TOPS 30' BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED, 11. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45. BENDS CAN BE ADEOUATELY SUPPORTED. 1 2. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. ITY GROUNDING. USING FALL OF POTENTIAL METHOD, GROUND GPS COAX GROUND WIRE TO INTERIOR HALO GROUND 16. FOR ACTUAL ORIENTATION OF GENERATOR, SHELTER, FENCE, TOWER, AND U/G POWER/TELCO CONDUITS. SEE SHEET A-2. 15. VERIFY OTY,. LENGTH. TYPE & CONFIGURATION OF GROUND RODS TO ENSURE SYSTEM PROVIDES GROUND RESISTANCE OF 5 OHMS OR LESS. 16. (1)-2 AWG SOLID TINNED GROUND WIRE TO GROUND RING. IF MORE THAN 20 FT FROM (E) GROUND RING. INSTALL GROUND ROD (5/8"x10' SS) ROD . TOP OF ROD AND GROUND WIRE TO BE BELOW FROS1 LINE. GROUND GENERATOR PER MANUFACTURER'S RECOMMENDATIONS. ABBREVIATIONS: GROUNDING SYMBOLS: INTERIORAWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE DWG DRAWING EMT ELECTRICAL ME7ALLIC TUBING F. FLIGHT AVIATION AGENCY GEN IOR GROUND RIG (HALO) IMC INTERMEDIATE METALLIC CONDUIT MGB MASTER GROUND BAR PCS PERSONAL COMMUNICATION SYSTEM PTS SWITCH POWER R(SCH 60)R FVC D POLYVINYL CHLORIDE CONDUITPCS RIGID GALVANIZED STEELRWY RACEWAYTYP TYPICAL 0 0GROUND ROD GROUND ROD TESVINBPECTIGN WELL CADWELD TYPE CONNECTION COMPRESSION TYPE CONNECTION GROUNDING WIRE GROUNDING PLAN 11%1 r SCALE. 1/A - , —0 2 1 HORIZON TOWER, LLC verizon✓ 255 KAHELLI AVENUE MILILANI. HAWAII 96789 MSQUARC WIRELESS wueawreTw .0,4 a 024 'DRAWN BY• CHECKED BY. 11,26,02-1 90, CDs FOR REVIEW DATE DESSFSPTIOD PROJECT WILL BE UNDER AV OBSERVATION INNEN REQUIRED BY N.A.R. 16-115-S. IS A MOIATION OF LAW FOR ANY PERSON. A,ER THIS MOMENT. WAIKOLOA H14102 NEW SITE — MONOPINE 68-3670 PANIOLO AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER E004 - GROUNDING PLAN ANTENNA (TW.), NUMBER OF ANTENNAS REPFLESENTED IN THIS DETAIL ARE FOR ,SHOWING XETONLY, M REaUIREMENTS 005 J/2' Coax ,JUMPER NEW RPER PLAN (TYP NOTES: 1. DO NOT INSTALL CABLE GROUND DP AT A BEND AND ALWAK DIRECE GROUND WIRE DOWN TO GROUND BAR. SURGr PERCPWJ MANUFACTURER MIN. (/6 AWG STRANDED (GREEN PCUET) TOPER ND UND NTRE (BONDED TO GROUND BAR, TVP) STRANDEp2AWGDGREENi'-- 1 TMITND BAR #2 AWO BARE ER GROUND MASHER GROUND BAR NEW ICE BRIDGE W MONOPOLE HANGER BRACKET (TVP) CO IAL CABLES �UMPERCABLE11J[T1• AtRCOTJII �EXI LNG GROUND RODS NEW ER PLAN ANTGROUNCEZ8 q2 AWG Bcw SOLD RING O GROUND R nv DRIP TYPE SS 'EITs-ABB TYPE XA 14, TYPE LJ TYPE Pc TYPE TA TYPE VB IV IS TYPE PH TYPE NC TYPE HA TYPE RR TYPE VS TYPE Pc TYPE NX1 TYPE CR ANTENNA GROUNDING SCHEMATIC 26,35" SCALE: NTS 11,13" SCALE: NTS 9 MONOPOLE/EQUIPMENT GROUNDING ,14.34 s�LENTs 6 TYPICAL CADWELD TYPES 2 5 SCALE NTS 3" SCALE NTS 3 TO ANTENNA STANDARD GROUND KIT (TYPE) GROUNDWITH ) NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. GROUND RING COAX CABLE TO BTS VA TRAY OR ICEBRIDGE ik v MONOPOLE _r. 01 leANTENNA GROUND BAR GROUND BAR AT TOR OF MONOPOLE. SEE NOTE (acBE) LUC BOTTOM LLECTOR GROUND BAR INI v AT TE NOTE F MONOPOLE UG I MI .11.1 pmras (/2 AWG BCW SOLID TINNED MONOPOLE CAISSON 2 AW0 BCW SOLID TINNED NOTES: 1. GATE JUMPER SHALL BE COPPER BRAID FOR LE BURND EXWELDING CABLE OR WITH SLEEVES ON EACH OTHERMIC a AWG DESIGNED 2 GATE JUMPER SHALL BE INSTALLED 50 THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. GATE BONDING SEEPNOTES ABOVE CADWELD (TVP) /– NEW ACCESS GATE PER PUN GROUND LEVEL #2 AWG. SOLID BCW (TVP), CONNECT TO GROUND —BETAW RING PER GROUNDING PLAN Fl GROUND RING. #2 AWG SOLID BCW LEGEND: 1. COPPER GROUND BAR, 1/4"X 4"X 20", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SITE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) 2. INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL 5/8" LDCKWASHERS, NEWTON INSTRUMENT CO. CAT. ND. 3015-8 OR EQUAL WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR EQUAL 518-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL 5. INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS MONOPOLE GROUNDING 26,35" SCALE: NTS 11,13" SCALE: NTS 8 GATE GROUNDING 26,35" SCALE: NTS 11,13" SCALE: NTS 5 GROUNDING BAR DETAIL 2 5 SCALE NTS SCALE NTS 2 APPLY GALVANIZING PAINT OVER GADWELD GATE POST )/4/0 CHEN–INSULATED STRANDED COPPER WIRE GATE FRAME EXOTHERMICALLY WELD (CADWELD) W4/0 WIRE TO GATE AND POST NOTES: . LEFT HAND SHOWN (TYR. FOR RIGHT HAND). O. ALL SIZES BASED ON ACTUAL FIELD CONDITIONS. GRADE GP TX PPL NOTE: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE BLOCKAGES EXCEEDING 250 OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR :4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 2 AWG GROUNDING CONDUCTOR TO GROUNDING RING 6 AWG GROUNDING CABLE (PROVIDED WITH KIT) GROUNDING BUS BAR 2 AWG BARE TINNED COPPER GPS UNIT SUPPORT PIPE GROUNDING KIT 1/2" COAX CABLE 8" MINIMUM BENDING RADIUS PER MANUFACTURER'S STANDARD TO GROUND GATE BONDING 24,36" SCALE: NTS 116413" SCALE: NTS 7 GROUND ROD/RING 26,36" SCALE: NTS 11,13" SCALE: NTS 4 GPS ANTENNA GROUNDING DETAIL 2 6 SCALE NTS SCALE NTS 1 HORIZON TOWER, LLC verizon✓ 255 DAHELIJ AVENUE MILILANI. HAWAII 96389 MSQUARC WIRELESS wueawreU aa0,40 AAA 24i 'DRAWN BY: CHECKED BY. DEW COE FOR 12DAaN DATE DESCRIPTION PROJECT WILL BE UNDER AV OBSERVATION INNEN REQUIRED BY N.A.R. 16-115-S. IT IS A NOLEEION OF LAW FOR ANY PERSON. ALTER LEIS DecUMENT. WAIKOLOA H14102 NEW SITE — MONOPINE 68-3670 PANIOL0 AVENUE WAIKOLOA, HI 96738 TMK: (3) 6-8-002:031 SHEET NUMBER EOO5 - GROUNDING DETAILS