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HomeMy WebLinkAboutSUBMITTED PLANSSCANNED BY St. Lucie County Sprint c° NV MMBTS LAUNCH SITE NAME: SANDS ON THE OC 1 r SITE NUMBER: M154XCO15 STRUCTURE TYPE: ROOFTOP %N MARKET: ORLANDO PARCEL #: 1425-606-0083-000-3. MIN, SETBACK REQ. SIDES CNRI REAR ZNG., PROJECT SUMMARY DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS SITE NAME: SANDS ON THE OCEAN FROM 1-95: FROM EXIT 66 ORANGE SR 68 EAST TO US 1 TURN LEFT TO NORTH BEACH `. r e _e��.SITE GENERAL ARRANGEMENT PLANS SITE NUMBER: M154XCOl5 CAUSEWAY TO A1A NORTH. BUILDING WILL BE ON °"'" w,3L T-1 TRLE SHEET SITE ADDRESS:3100 OCEAN DRIVE THE RIGHT. �T-2 GENERAL NOTES FORT PIERCE, FL 34949 ? b T-3 GENERAL NOTES PARCEL $: 1425-606-0083-000-3.}� :'., %i`�Fv LATTITUDE: 27.490944 (27' 29' 27.4" N) ?' x�� rf ' `�? SITE ARCHITECTURAL /CIVIL PLANS LONGITUDE:-80.298776 (89 17' 55.6" W) A-1 OVERALL SITE PLAN GROUND ELEVATION: 4' AMSL JURISDICTION: ST. LUCIE COUNTY g \\ A-2 ROOF PLAN \\ A-3 EQUIPMENT PLANS ZONING: RESIDENTIAL GROUP USE: RESIDENTIAL (MULTIFAMILY) - Im A-4 BUILDING ELEVATIONS AND DETAILS �.s CONSTRUCTION: I-B A-5 EQUIPMENT SCHEDULE & RFDS 9 Is a A 3 A-6 ANTENNA PLUMBING DIAGRAM SCOPE OF WORK q6<. horewmOrDr z A-7 ENLARGED ANTENNA PLANS & COAX RUN DIAGRAM Al 1) THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED �.---jil II �� A-B COLOR CODING FOR HUMAN OCCUPANCY A-9 DETAILS 2) THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL CONTACTS APPROVALS NOT PRODUCE ANY SEWAGE. A-10 DETAILS 3) THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING APPLICANT: A-11 DETAILS WIRELESS INSTALLATION: SPRINT PCS A INSTALLATION OF (3) LINES 1 INTERNATIONAL BOULEVARD A-12 ANTENNA MOUNT DETAILS B. INSTALLATION OF (2) NEW EQUIPMENT CABINET SUITE #800 SPRINT REPRESENTATIVE DATE ELECTRICAL PLANS C. INSTALLATION OF (3) NEW ANTENNAS MAHWAH, N.J. 07495 D. INSTALLATION OF (9) NEW RRUS (REMOTE RADIO UNITS) 201-684-4000 E-1 UTILITIES SITE PLAN E. INSTALLATION OF NEW FIBER TO SITE PROPERTY OWNER: OWNER: CELL TOWER LEASE ACQUISITION LLC SPRINT RF ENGINEERING DATE E-2 POWER/TELCO DIAGRAMS PHONE: 413-243-3350 FZ - E-3 GROUNDING PLAN ERICSSON RF MANAGER: 4 ^..'.. ERICSSON EQUIPMENT ELECTRICAL DETAILS PAUL MCDONALD SITE OWNER +'-:��� w DA�T� E5r ,,f 1CAL DETAILS APPLICABLE CODES & STANDARDS CELLPHONE: 972-322-7454�. , ERICSSON SAM: -6 A , M WIRING SCHEMATICS ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED RACHEL RANDALL J IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING CELLPHONE: 321-439-8231 SPRINT CONSTRUCTION MANAGER DATE AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO ERICSSON CM: , PERMIT WORK NOT CONFORMING TO THESE CODES: RICHARD SAGAR CELLPHONE: 386-237-0631 ----- 9-- -`- �1=FLORIDA -BUILDING CODE- 2016Y--- __ __ ___ __ -__ _ _ _ _ _ _ � SflE _AGQUISkAON- •.. --- _—_ DATE - WIND DESIGN CRITERIA: ARCHITECT/ENGINEER: -- -- — A. ASCE 7-10 ROBERT JERRY LARA BASIC WIND SPEED = 160 MPH FL LIC. # 92824 RISK CATEGORY =.II YAN WANG, PE _ THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS EXPOSURE = D FL LIC. # 62209 DESCRIBED HEREIN. TO PROCEED WITH THE CONSTRUCTION B. ANSI A-222-G MORRISON HERSHFIELD DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT N REVIEW BY THE Know Whatls below. LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR e� (ALLOWED PER EXEMPTION #5 OF 1609.1, FBC 2010) 2 SOUTH UNIVERSITY DRIVE, SURE 245 MODIFICATIONS. CQII before You dig. BASIC WIND SPEED= 124 MPH PLANTATION, FL 33324 OCCUPANCY CATEGORY= lI (954) 577-4655 SITE ACCESS PROCEDURES EXPOSURE= D TELEPHONE COMPANY: CONTRACTOR SHALL VERIFY ALL IMPORTANCE FACTOR= 1.0 AT&T PLANS AND EXISTING DIMENSIONS 2. FLORIDA FIRE PREVENTION CODE- 2010 g66-620-6900 CONTACT JIM REEVES AT 772-332-0371 FOR ACCESS. AND CONDITIONS ON THE JOB SITE, 3. NATIONAL ELECTRICAL CODE (NFPA 70-2008) AND SHALL IMMEDIATELY NOTIFY THE 4. CITY AND/OR COUNTY ORDINANCES POWER COMPANY: A/E FIRM IN WRTFING OF ANY' - FLORIDA POWER & UGHT DISCREPANCIES BEFORE PROCEEDING 1-800-468-8243 WITH THE WORK OR BE RESPONSIBLE FOR SAME. Sprint 1 INTERNATIONAL BOULEVARD SUITE.#800 MAHWAH, N.J. 07495 rrri MORRISON HERSHFIELD Tm SouM University Dm . Suits 245, PO UVon, FL=4 Tel: 954.5T7.46M - Fax: 954.577.4656 STATE OF FLORIDA CO4 00003508 w mon nhe flelE.mm SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154=015 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY `�711111111/1 t't 2 �s 1LeNaaWC A Al �CENS �SHiIOB Cos o ^_ STATE OF J= �unuLTw•%4``r YAN WANG REGISTERED ENGINEER STATE OF FLORIDA PENYta9 DRAWN BY: MS DATE DRAWN: 03/' REVIEWED BY: ICCIAPPROVED BY: TITLE SHEET SHEET NUMBER: T-1 TABLE OF CONTENTS COMPLY WITH THESE STANDARDS UNLESS OTHERWISE REQUIRED BY APPLICABLE CODES 1.0 GENERAL REQUIREMENTS 1.0 CONSTRUCTION TO CONFORM TO SPRINT INTEGRATED CONSTRUCTION STANDARDS _ 1.1 PURPOSE AND INTENT 1.1 PURPOSE AND INTENT A THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY 1.2 CONFLICTS 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 - 1.3 CLEANING SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 1.4 CODES 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 1.5 LCABLENSING STIPULATED IN THE CONTRACT. C. THE PURPOSE OF THE SPRINT WIRELESS CONSTRUCTION SPECIFICATIONS IS TO 1.6 OSHA INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 1.7 PHOTOS 1.8 BUILDING PERMITS 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 1.9 ZONING REGULATIONS & BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMIT NOTCABLE OF CONDITIONAL USE PERMITS ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO SPRINT WIRELESS FOR RESOLUTION 1.10 FAA PERMIT AND TOWER LIGHTING BEFORE PROCEEDING WITH THE WORK. B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST OR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER 1.11 TOWER SECURITY CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF 1.12 SITE CONTROL ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK. 2.0 SITE PREPARATION N/A 1.3 CLEANING KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES AT THE COMPLETION OF THE WORK. REMOVE ALL WASTE AND A 3.0 EARTHWORK N/A NON -CONSTRUCTION MATERIAL INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. 4.0 TRENCHING N/A 1.4 CODES CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS AND RULES PROMULGATED BY FEDERAL STATE ANDLOCAL AUTHORITIES WITH JURISDICTION 5.0 GROUNDING OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 1.5 LCABLENSING HAVE AND MAINTAIN A VALID CONTRACTORS LCABLENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LCABLENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTORS PERFORMING THOSE TRADES SHALL BE LCABLENSED. RESEARCH AND COMPLY WITH LCABLENSING LAWS, PAY LCABLENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. 1.6 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 HATS 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 SPRINT WIRELESS WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR -PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LCABLENSING 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. SPRINT WIRELESS WILL REIMBURSE THE CONTRACTOR FOR FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS AND INSPECTION. 1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS SPRINT WIRELESS WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS RELATED TO THE CONSTRUCTION SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, ETC. _THE. CONSTRUCTION, MANAGER-WILLINFORM_THE_ CONTRACTOR. OF TH.ESE-REQUIREMENTS-AL -- -'- THE PRE -BID MEETING OR AS SHOWN IN CONSTRUCTION DOCUMENTS-- 1.10 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 1.11 TOWER SECURITY TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED AT ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. 1.12 SITE CONTROL A. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO SPRINT WIRELESS. B. THE CONTRACTOR IS 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 1 ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE r CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. Sprint® _--� 2.0 SITE PREPARATION N/A 3.0 EARTH WORK N/A 4.0 TRENCHING N/A 5.0 GROUNDING N/A 2dq- cd2I ST. LUCIE COUNTY BUIL ING DIVISION REVIEWED FOR COMPIh REVUE}}VVff��D, DATE (N� PLANS AN PEftmTrMUSTBE1UPT ON JOB OR NO INSPECTION WILL BE MADE. F 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 rP1911 MORRISON HERSHFIELD Two Soulb University DMA. Suila 245. Plantation, FL=4 Tel: 954.5T7.4655 Fax:954.577A(156 STATE OF FLORIDA OO# D0008508 w moMs nhers field.mm SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M 154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY J AMY PR AU T fiC`\��A INNS S'o eA W'4 Y tt zzzllfwo. NU. 62209 MORRISON - E ,-m % ° ""17 0NA i u1Oo`�� YAN WMG REGIGTEREDENGINEER STATEOFFLORIDA pl #a 09 DRAWN BY: MS DATE DRAWN: 03/19/12 REVIEWED BY: I CC APPROVED BY: RL MH PROJECT #: 7123001.00 _-REVISION SHEET TITLE: GENERALNOTES T-2 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 PRACTCABLES. 2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, 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 CRAFFS 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 PRACTCABLES 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 LIABIUTY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 5. SITE GROUNDING SHALL COMPLY WITH SPRINT LATEST GROUNDING STANDARDS. AND COMPLY WITH SPRINT LATEST GROUNDING CHECKLIST. 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 UGHTING 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. EXCAVATION AND GRADING NOTES: I. ALL CUT AND FILL SLOPES SHALL BE 3:1 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. DEWATERING 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 IF REQUIRED AND COMPACTED BY HAND OR MACHINE TAMPERS TO 95% OF MAXIMUM DENSITY. AT THE OPTIMUM MOISTURE CONTENT OF f2 o 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 9�,J STONE OR GRAVEL. Sprint® 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH. N.J. 07495 rrli MORRISON HERSHFIELD Two SOWI University Dnve. Suite 245. Planlatlon. FL XQ24 Tel: 954.577.4655 Fax: 954.577.4656 STATE OF FLORIDA CON 000D8508 w .monisonhemhfeIE.40m SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M 154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY 8. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTOR'S y THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL EXPENSE MEASURES AS REQUIRED BY LOCAL, CITY, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENT FROM SOIL LOSS AND TO PREVENT %� ^ r V 2 O Z8 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTCABLE TO THE �% BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED INSPECTIONS. A ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS FROM LEAVING z� -k THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, MINIMUM OF 24 HOURS OF NOTC EQU SHOULD BE GIVEN AND THE BUILDING STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS. � Ik INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE MGRRISq J HL '�.SWe 1[ SITES BE SCHEDULED AT ONE TIME IF POSSIBLE. - 10. FOR NEW TOWERS, SPRINT 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 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 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, LCABLENSES, FEES, INSPECTIONS, ETC. AND PROVIDE E911 ADDRESS TO SPRINT WIRELESS. 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. 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 DESIGNED TO SPREAD EQUIPMENT LOADS.-REPAIR`ANY- DAMAGE 'TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. 73. 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. YAN WANG REGISTERED ENGINEER STATE OF FLORIDA PEY62209 DRAWN BY: MS DATE DRAWN: 03/1 REVIEWED BY: CC JAPPROVED BY: MH PROJECT #: 7123001.00 --REVISION__, _ NO DESCRIPTION - BY DATE A 90% CD SUBMITTAL MS 03/' GENERALNOTES NUMBER: T-3 ABBREVIATIONS AFF ABOVE FINISHED FLOOR AGL ABOVE GRADE LEVEL AMSL ABOVE MEAN SEA LEVEL APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE BLDG BUILDING BITS BASE TRANSMISSION STATION CLR CLEAR COL COLUMN CONC CONCRETE CND CONDUIT DWG DRAWING FT FOOT (FEET) EGB EQUIPMENT GROUND BAR ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FND FOUNDATION F FIBER GA GAUGE GALV GALVANIZED GPS GLOBAL POSITIONING SYSTEM ONO GROUND LTE LONG TERM EVOLUTION MAX MAXIMUM MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM N.T.S. NOT TO SCALE O.C. ON CENTER OE/OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET REIS RADIO BASED STATION RRU REMOTE RADIO UNIT FIGS RIGID GALVANIZED STEEL IN INCH(ES) INT INTERIOR LB(S) or # POUND(S) SF SQUARE FOOT STL STEEL TYP CAL UE/UT UNDERGROUND ELECTRIC/TELCO UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W/ WITH XFMR TRANSFORMER l�REVISION WORK POINT • BRICK COMPRESSED STONE CONCRETE GRAVELEARTH MASONRY --------------- CENTERLINE ------------- PROPERTY LINE ---- LEASE LINE ---------- EASEMENT LINE CHAIN LINK FENCE ❑ ❑ WOOD FENCE UGP UNDERGROUND POWER UGT UNDERGROUND TELEPHONE —OE/OT OVERHEAD ELECTRIC/TELEPHONE UGF UNDERGROUND FIBER PARCEL:- 1425-606-0083-0000-3. alp EXISTING PARKING AREA 7 1 .� OVERALL SITE PLAN SCALE: 1"= 80'-0" (BASED ON 22x34 PAPER SIZE) SCALE: 1'= 160'-0" (BASED ON 11x17 PAPER SIZE) 0 20' 40' 80' LEGAL DESCRIPTION: SANDS ON THE OCEAN —SECTION 1— UNIT 506 (OR 1404-2164 PROPOSED SPRINT EQUIPMENT CABINETS TO REPLACE EXISTING ON EXISTING SPRINT ELEVATED STEEL PLATFORM. ZATLANTIC OCEAN? Fs- below. before you dig. A 5■ ri nt® �Y 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 ■fin MORRISON HERSHFIELD Two Swe University Diive, Soda 245. PlsnUa n, FL 3 4 Tel: 954.5T .4655 Fax 954.Sn.4656 STATE OF FLORIDA CO# 00008508 w .mo nhe felds SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY STAMP: PRINT AU 2 ��ENS �,�D12� ° N0. 62209 o MORRISON IIEPS7 !ONA L YAN WANG REGISMFEDENGINEER S ATE OF FLORIDA PE#622w DRAWN BY: MS DATE DRAWN: 03/19/12 REVIEWED BY: I CC JAPPROVED BY: I RL MH PROJECT #: 7123001.00 OVERALL SITE PLAN SHEET NUMBER: A-1 PREPARED FOR: ABBREVIATIONS AFF ABOVE FINISHED FLOOR AGL ABOVE GRADE LEVEL 4) AMSL ABOVE MEAN SEA LEVEL Sprint �..f��: APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE BLDG BUILDING BTS BASE TRANSMISSION STATION CLR CLEAR EXISTING MW COL COLUMN DISH ANTENNAS CONC CONCRETE MOUNTED ON 1 INTERNATIONAL BOULEVARD CNO CONDUIT ROOF SUITE #800 DWG DRAWING MAHWAH. N.J. 07495 FT FOOT (FEET) OUTLINE OF EGB EQUIPMENT GROUND BAR EXISTING ELEC ELECTRICAL BUILDING CONSULTANT: EMT ELECTRICAL METALLIC TUBING win 0 ELEV ELEVATION EQUIP EQUIPMENT MORRISON HERSH FIELD EXT EXTERIOR (E) EXISTING EXISTING SPRINT PPC AND 1 2 3 Two SouM University Drive, Su'8e 245, TELCO MOUNTED ON A-3 A-3 A-3 Flantbm. EL B.'i3P4 FND FOUNDATION H-FRAME ON EXISTING Tel: 950.577.4655 Fax 954.577.4656 F FIBER SPRINT ELEVATED PLATFORM STATE OF FLORIDA CO#00008508 GA GAUGE EXISTING 16'-6"x2O'-6" www.mommMemhfield.mm GALV GALVANIZED SPRINT ELEVATED STEEL GPS GLOBAL POSITIONING SYSTEM PROPOSED SPRINT RBS PLATFORM ON ROOF GND GROUND EQUIPMENT CABINET LTE LONG TERM EVOLUTION 4. PROPOSED SPRINT BIBS MAX MAXIMUM EQUIPMENT CABINET SITE NAME: MFR MANUFACTURER EXISTING ANTENNA MGB MASTER GROUND BAR NEW SPRINT (3) 39mm SANDS ON THE OCEAN (BY OTHERS) (TYPJ 0 HYBRID CABLE, MIN MINIMUM N.T.S. NOT TO SCALE ROUTED EXISTING SITE NUMBER: O.C. ON CENTER EXISTING CABLE TRAY(BY OTHERS) (O CABLECAX PER SECTOR) ROUTE M 154XC015 OE/OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET RBS RADIO BASED STATION EXISTING PENTHOUSE EXISTING EQUIPMENT SITE ADDRESS: RRU REMOTE RADIO UNIT SHELTER ON ELEVATED 3100 OCEAN DRIVE RGS RIGID GALVANIZED STEEL STEEL PLATFORM (BY FT. PIERCE, FL 34949 IN INCH(ES) OTHERS) ST. LUCIE COUNTY INT INTERIOR _ EXISTING ANTENNAS LB(S) or # POUND(S) EXISTING ANTENNA (BY OTHERS) (TYP.) {'1 1 'T SF SQUARE FOOT p A P' < STL STEEL (BY OTHERS) (TYP.) EXISTING A/C UNIT 1 1; TYP TYPICAL SCREEN WALL PROPOSED SPRINT PANEL -- ---- --- -- - - 111111/ UUNO UNLESS RNO ED OTHERWISOUND E ANTENNA TO REPLACE EXISTING A/C UIVR (� O �IIqC N WgIi7 VIF VERIFY IN FIELD EXISTING SECTOR ALPHA AUG Z �itiKn ° ° , Nj7j' 'i W/ WITH (AZ: 335') EXISTING CABLE .� C E /v ° G XFMR TRANSFORMER TRAY (BY OTHERS) `SF 3 2 1 EXISTING MORRI50 HEShtbl ELNL R 62 O9 1 e PENTHOUSE " "ip" n A-7 A-7 A-7 �� ➢ =- ° v EXISTING SPRINT a° STATE O a v o CABLE TRAY NEW SPRINT (3) 39MM 0 .2HYBRID CABLE, ROUTED AT STING EXISTING COX CABLE ROUTECTOR) ❑ WALL (TYP.)RAPET i<$' �/ONA' SYMBOLS (1 PER ,0 ® REVISION A37 A-7 A-7 v ® PROPOSED SPRINT WORK POINT 3 0 PANEL ANTENNA TO 1-01 UTILITY POLE PROPOSED SPRINT PANEL 4 0 oaoa REPLACE EXISTING rAlu wauc fl SECTOR BETA ® BRICK ANTENNA TO REPLACE 9 (AZ:169) REGIS REDOF ENGINEER LORIDA COMPRESSED STONE EXISTING SECTOR GAMMA 'av®ca- Plma2 9 CONCRETE (AZ: 230') 1 2 3 EARTH EXISTING SPRINT CABLES A-7 A-7 / A--77 DRAWN BY: MS DATE DRAWN: 03/19/12 GRAVEL ROUTE ON PARAPET WALL REVIEWED BY: CC JAPPROVED BY: I RL ® MASONRY MH PROJECT #: 7123001.00 '-STEEL-_ -3 _ -- {__—� __ _ _ _ _ _ _ _ _ ____ _ `__-- -__ _ _- - _- _ _-REVISION- _ _ _ - _ -_ __ _ __ �a _ z.- - _ _ _ NO DESCRIPTION BY DATE --------------- CENTERLINE A 909 CD SUBMITTAL MS 03 19/1: ------------- PROPERTY LINE 0 FINAL WJ 08/17/1: ..-..LEASE LINE -------------- -- EASEMENT LINE -x -• -• - CHAIN LINK FENCE ❑ ❑ WOOD FENCE _ —UGP UNDERGROUND POWER N. ROOF PLAN SHEET TITLE: UGT UNDERGROUND TELEPHONEROOF PLAN SCALE: 1/16" = 1'-0" (BASED ON 22x34 PAPER SIZE) —OE/OT— OVERHEAD ELECTRIC/TELEPHONE $g No SCALE: 1/32" = 1'-O" (BASED ON 11x17 PAPER SIZE) —UGF— UNDERGROUND FIBER i I6®s SHEET NUMBER: Stec r. 1/16 = 1•_0- A-2 PREPARED FOR: NOTE: REFER TO DETAIL 1/A-9 NOTE: REFER TO DETAIL 1/A-91 FOR NEW BBS CABINET DETAILS FOR NEW BBS CABINET DETAILS REFER TO DETAIL 2/A-9 FOR REFER TO DETAIL 2/A-9 FOR • a I�I NEW RBS CABINET DETAILS NEW RBS CABINET DETAILS Sprint EXISTING ACCESS LADDER EXISTING ACCESS LADDER .��-- EXISTING ACCESS LADDER EXISTING SPRINT CPS EXISTING SPRINT GPS EXISTING SPRINT GPS ANTENNA TO BE REMOVED ANTENNA TO BE REMOVED 1 INTERNATIONAL BOULEVARD ANTENNA TO BE REMOVED AND REPLACED AND REPLACED SUITE #800 AND REPLACED EXISTING SPRINT PPC EXISTING SPRINT PPC MAHWAH, N.J. 07495 EXISTING SPRINT PPC EXISTING SPRINT TELCO BOX EXISTING SPRINT TELCO BOX CONSULTANT: EXISTING SPRINT TELCO BOX EXISTING H-FRAME EXISTING H-FRAME m ON STEEL PLATFORM ON STEEL PLATFORM A EXISTING LAFRAME ON STEEL PLATFORM PROPOSED SPRINT 4 GPS ANTENNA A_ip 4 PROPOSED SPRINT GPS ANTENNA A-10 ■ r MORRISON HERSHFIELD Two Soub Unimmity Drive. Suite 245, Plantatlon. FL 33324 6'-D" NEW AT&T CIENA 3911 6'-0" 5 NEW AT&T �CIENA 3911 6'-O" Tel: STATE 5]Z4655 Fax: 95,IZn4656 STA�.momwn5ershfieidmm6596 �5 A-11 AAV BO1 A-11 AAV BOX SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: EXISTING - 0j 3100 OCEAN DRIVE BATTERY CABINET M EXISTING BATTERY - o FT. PIERCE, FL 34949 CABINET M ST. LUCIE COUNTY M EXISTING - REI It NEW CABLE NEW RBS ih n I NEW RBS 1 f R 7 BBB \\\\ llli S7�Mpi-` \1 �3 @ G✓ CABINET a 5 TRAY ABINET EXISTING v CABINET o M I N ulU�J� - N A-9 CABINET NEW CABLE TRAY 5 AUK ``plpu N iN A �7i 2 0 %$i�y P eases t ,, 1O o A-9 C E �/S,e EXISTING - DEI iO - CABINET I 'n = PROVIDE EXISTING DEI - iO f PROVIDE MID ISON I�IER�r1FII�LLNeok619209 `��.. �� = o N - 2"0 CONDUIT I UNDER NEW NEW BBS CABINET n n NEW 2"0 CONDUIT UNDER NEW _ e _ CABLE TRAY CABINET a CABINET CABLE TRAY 3 ee STATE OF LI 2-7 7-6" e4 eases°ee iii SRO a f 2'-7" 2'-6" 4'-0„ N o L 7��11I NNlt 00 I N 1 • —0" a I N 16 —6 16'-6" VAN WANG i 6'-6" REGISTERED ENGINEER NEW SPRINT (3) STAP OF FLORIDA NEW SPRINT (3) 39MM 0 HYBRID 39MM 0 HYBRID CABLE, ROUTED AT CABLE, ROUTED AT EXISTING COAX EXISTING COAX CABLE ROUTE (1 DRAWN BY: MS DATE DRAWN: 03/19/12 CABLE ROUTE (1 EXISTING SPRINT PER SECTOR) PER SECTOR) REVIEWED BY: ICCIAPPROVED BY: IRL MH PROJECT #: 7123001.00 ELEVATED PLATFORM _-_R_EVISION__ EXISTING SPRINT EXISTING SPRINT NO DESCRIPTION - BY DATE - A 9D% CD SUBMITTAL MS 03/19/12 CABLE TRAY CABLE TRAY 0 FINAL WJ 08/17/12 EXISTING SPRINT EXISTING SPRINT - ---ELEVATED "-- --- -- -- - - - - --- ELEVATED PLATFORM PLATFORM ' SHEET TITLE: EQUIPMENT SITE PLAN (EXISTING) EQUIPMENT SITE PLAN (TEMPORARY) EQUIPMENT SITE PLAN (FINAL) EQUIPMENT PLANS �T� ,� OZp SCALE: 3/8" = 1'-0" (BASED ON 22x34 PAPER SIZE) SCALE: 3/16" = 1'-0" (BASED ON 11x17 PAPER SIZE) 2 OyA SCALE: 3/8" = 1'-O" (BASED ON 22x34 PAPER SIZE) SCALE: 3/16" = V-O" (BASED ON 11x17 PAPER SIZE) SCALE: 3/1 = 1'-0" (BASED ON 22x34 PAPER SIZE) �� 3 z1,i SCALE: 3/16" = 1'-0" (BASED ON 11x17 PAPER SIZE) SHEEP NUMBER: 2® 2® gtO2A 2® A-3 SGLLE: 3/3' = 1'-0' 6611E: 3/6- = 1'-0' SGIE 3/6- = I -9- NOTES, CONTRACTOR TO FIELD VERIFY ANTENNA FIBER OPTIC CABLE LENGTHS. ALL MAIN FIBER OPTIC CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS. COLOR CODE ALL ANTENNA AND FIBER OPTIC WITH 2" WIDE BANDS OF COLORED TAPE WITH 1" SEPARATION BETWEEN BANDS. COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1" WIDE BANDS 3 2 1 EXISTING EQUIPMENT CABINETS OF COLORED TAPE WITH 1/2" SEPARATION BETWEEN BANDS. PROPOSED MOUNTED ON ELEVATED STEEL START COLOR BANDS 2" BEYOND WEATHERPROOFING. SPRINT PANEL q-7 A-10 A-12 PLATFORM START SECTOR COLOR NEXT TO END CONNECTOR. ANTENNAS (BY OTHERS) ALL MAIN FIBER OPTICS CABLES WILL BE GROUNDED W/ COAXIAL CABLE MOUNTED ON GROUND KITS AT: NEW TRIPOD EXISTING ANTENNAS MOUNTED THE ANTENNA LEVEL TOP OF PENTHOUSE WALL ON PENTHOUSE WALL (BY MID LEVEL IF TOWER IS OVER 200' ELEV. t150'-2" AGL OTHERS) (TYP.) BASE OF TOWER PRIOR TO TURNING HORIZONTAL PROPOSED SPRINT TERMINATION OF FIBER OPTIC LINES TO JUMPERS C.L OF EXISTING PROPOSED SPRINT ANTENNAS ALL NEW GROUND BAR DOWNLEADS ARE TO BE CADWELDED TO THE ELEV. t140'-0" AGL EQUIPMENT CABINETS ON A-3 r EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF EXISTING ELEVATED STEEL 4FT BELOW GROUND BAR TOP OEl PARAPET WALL PLATFORM PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF FIBER OPTIC CABLE ELEV. t134'-2" AGL GROUND KITS 'I ANTENNA FIBER OPTIC CABLE NOTES: THE ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE EXISTING BUILDING Hill Ho NOTE: RRU'S ARE TO BE POWERED UP WITHIN 24 HOURS OF PLACEMENT ON THE TOWER. DO NOT OPEN RRU PACKAGES IN THE RAIN SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY (RF) ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE/ THE ANTENNA FIBER OPTIC CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN REFLECTOMETER (TDR) TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" JUMPERS AND SHALL NOT EXCEED 6'-0". MAXIMUM LENGTH FOR THE JUMPERS AT WIMAX BTS UNITS WILL BE 6'-0". UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD GRADE CENTER AND TOP OF ANTENNA. NOTE: NEW SPRINT HYBRID CABLES TO RUN ALONGSIDE EXISTING SPRINT CABLES. CONTRACTOR TO TAKE EXISTING CABLES TO BE REMOVED IN FINAL CONFIGURATION OFF THEIR SUPPORTS (SNAP —INS) THEN BUNDLE THEM WITH ZIP TIES DURING THE INTERIM CONFIGURATION. NEW HYBRID CABLES TO BE INSTALLED WHERE EXISTING CABLES TO BE REMOVED WERE. COORDINATE IN FIELD. NOTIFY ERICSSON CM OF ANY DISCREPANCY. NOTE: 1. MORRISON HERSHFIELD CERTIFIES THAT SPRINTS ENTIRE ANTENNA SUPPORTING MOUNT, INCLUDING ARMS AND ALL OTHER ASPECTS OF THE SUPPORTING MOUNT IS DESIGNED TO SUPPORT THE SPRINT NETWORK VISION EQUIPMENT DEPLOYMENT. 2. NO WORK SHALL COMMENCE WITHOUT THE APPROVED ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A OCENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE CONTRACTOR SHALL MODIFY ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. CONTRACTOR TO COORDINATE WITH PROJECT MANAGER TO OBTAIN A COPY. 3. CONTRACTOR TO VERIFY CONDITION OF & TORQUE DOWN ALL CONNECTIONS OF EXISTING MOUNT PRIOR TO PLACEMENT OF NEW LOADS. 1/32 1'-0" (BASED ON 22x34 PAPER 1/64" = 1'-0" (BASED ON 11x17 PAPER ANTENNA MOUNTING NOTES: DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM P i CURRENT ANSI/EIA/TIA-222; APPENDIX B FOR WIND LOADING; "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES" OR APPUCABLE LOCAL CODES. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT —DIPPED GALVANIZED) / COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BF,, ,, —_IS( GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC—COATINGV(WR DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG TIGHT. MINIMUM HORIZONTAL SPACING SHALL BE 2'-0" BETWEEN ALL ANTENNAS. NOTES: ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE PROPOSED LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OR MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. APPROXIMATE CABLE RUN SECTOR A SECTOR B SECTOR C 268'-0" --- 21.8'-0 --163'-0 TOTAL FROM RRU TO 6'-0" 6'-0" 6'-0" HORIZONTAL RUN HORIZONTAL RUN 225'-0" 180,-0" 130'-0" 0 STL. PLATFORM PLATFORM 12'-0" 12'-0" 12'-0" TO RIBS 2 CABLE RUN TABLE N.T.S. I Sprint® 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 MORRISON HERSHFIELD Two Sw@ University Drive, Suite 245, Plantation, FL X024 Tel: 954.577.4655 Fax: 954.577.406 STATE OF FLORIDA CO# 00008508 wow.moniwnfiershfielE.wm SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY �`111111111//j#''' 2 ♦♦♦ Tit ;N °®W;? N ° \OEiV C Fo° :fyF''1FaE N91 99 0 ^ r t C;�F2 e o ="a STATE 0F a:z � e T� F I 0 0 o° ° ♦ i ONA YAN WMG REGISMMDENGINEER STATE OF FLORIDA PE#62209 DRAWN BY: MS DATE DRAWN: 03/1 REVIEWED BY: CC JAPPROVED BY: MH PROJECT $: 7123001.00 REVISION_ _ _ TSCRIPTION - 'BY DATE 7 CO SUBMITTAL MS 03/ SHEET NUMBER: A-4 s :; senwl ersm2 -_:_s 3 1 see4 Isaes'. seaas.:_ PPYS it Angla 3 3 3 RRIIa1251ng1e o 0 0 0.01512oual a a o RMLI&ngie o 0 0 RRusn3 m 0 1 0 0 RR MMWWe r 1 1 wwcwat:Dxanae emam«m _.. _ " mmA-sm , L 1 oxu:-rsm 1 1 2 f-gW U V 0 Lre.,am o a o LT mU00 1 t 2 Lw-2sao 0 a 0 EQUIPMENT SCHEDULES ARE BASED ON RFDS REVISION # B1 Combinen J. -Sect06 • :°._Seawt `. , .. Sect«5 Count Manufacturer Model Gain(del I I ! I I 1 - 800 MHz FILTER S;tzad .'Sea,12 Seant3,._._ .._$edwd _; ec[o15 ._�9ed'wBL Count - - 1 1 1 Manufacturer EOcson Ericson Erlcsan Model. 800 ESMR I 8000MR 800 ESMR Cotml GFS IRFO R85 1 619 6762 w BBS 1 sing Riff Em m MY120 Adel GFSTMO- mal 1AW20o66s Type _ —� _— _ _— -CanierlAomieDon - sunu Ftegs ChannetEkme,NCom Cwkn ;FeVuenaes (Y11z1 �,'}, RziYHd yo TmI - _ 128bdei .Fu'Ceiicer: lxADVBW 1 8C2275-8630 817275-81898 in 6 192 LVDO800 0 0 a a I.AO1-1900 1 loom 1930625-1939375 1950.625-1839375 192 6-- EVDO.1900 1 75: 19311625-1939375 18W625-1859375 In 6 192 _ LTE 1900 1 1990.000-1995.000 1910.0c0-1915000 LIE 1600 —- ToWWO 1 TOW 19W 2 � Res ConnInndon _ _ —_ -T7 c0URls 1 ft85 Yadoles - r ORBS cards _ COMA 800 7 a m, s-;='�'..v Dflu {R m 0 RBSg 6 ' Camk WOI 1cm(I fte55 0 PBSY. 0 CDhA19W 1 emDWa 9 CE61 2 0 0 0 � ` AEfA (19M KMAA(WO). 0 0 0 0 T EV001900 1 LIE 0 Ol0. 3 0 ^`'qT-AEIAIe 0 0 I wu 2 0 " Xiw Sprint =� 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 MORRISON HERSHFIELD Tm Soudl Unlwmity Dnve, Sube 245. Plantation, FL 33324 Tel: 954.5T7A4 Fax 954.577.46% STATE OF FLORIDA COY 00008508 v .momsonhers field.mm SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY P R J N T AU Z D_-2 MORRISON 1`'1p1111111)/111,,, PN Wq/v''� \CENS N O nv N0. 62209 e rON' � 111�`; YMI WANG REGISTERED ENGINEER STATE OF FLORIDA PEY aw REVIEWED BY: CC APPROVED BY: MH PROJECT #: 7123001.00 REVISION. SUBMITTAL A-5 NT PREPARED FOR: I I -------------I I I I I BMWL2p�I l Extema, I I �20P Solution tt, ,— �' r Mini Link Backhaul 2P Or 6P Installed to R85 I OR I 200 external cabinet solution I I 220 VAC IN q1L, R6ry:v61g§M. Emab m— ANTENNA DIAGRAMS ARE BASED ON RFDS REVISION # B1 Only.T 9 3 sectors sham ___ ""_._ Sprin[ryyol or3Mtenm' .. •. - fimx +9oo1Dc . w m Y, 1.C15MA persector. Up to 4 carriers CDMA per sector. (TT2R)- Sprint® 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 ■Gei MORRISON HERSHFIELD Two SouN University Drive, Sulle 245. Plantation, 3 Fl_4 Tel: 954.57A655 Fan: 954.577.4656 STATE OF FLORIDA COW 000085110 w .mains nhe felE.m SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: eA,b�PY.n C; '. 3100 OCEAN DRIVE _S______--- _W Ff. PIERCE, FL 34949 • 1 i ST. LUCIE COUNTY PR STAMP: _ f . r ,```IIUII1111/II//rI A'v AUG � Z C E NO. 62209 _ _ w, MOF'RIAQN HL e , STATE OF ° �Z e___— c S ,T 1900 MHz LTE(2T4R) �� ° °°°° G\ �• 10 AL -------------- wnp I A I I VAN FANG REGISTERED ENGINEER !. STATE OF FLORIDA PEW82209 i `+ DRAWN BY: DATE DRAWN: 9 # ___._._�, �0SN160 - ' REVIEWEDBYS I CO APPRO ED BY1 RiL MH PROJECT #: 7123001.00 a- REVISION Empb - • NO DESCRIPTION BY I DATE- - A 907 CD SUBMITTAL MS 03/19/12 I _ a O FINAL WJ 08/17/12 1 v<_.___.__woiw_rerae; r � .. RBS 6102 Main Remote — 2011 Deployments with RRUS-11 SHEET TITLE: 800 MHz: 1 carrier 1T2R CDMA 1900 MHz: up to 4 carriers IT211 CDMA ANTENNA PLUMBING 1900 MHz: 5 MHz 2T2R LTE DIAGRAMS SHEET NUMBER: A-6 S Y dos �G oP �5 9g5`T�LT 9 EXISTING ANTENNA TRIPOD (TYP.) FIDMI PARAPET WALL CDMA N. EXISTIN( 0 SCALE: 1/4" _ �^ = SCALE: i/8" _ NEW (3) SPRINT PANEL 2 2 ANTENNAS (1) PANEL 1 A-4 ANTENNA PER SECTOR (REFER TO RF DATA SHEET) ANTENNA TRIPOD (TYP.) JA PLAN ON 22x34 PAPER ON 11x17 PAPER PARAPET WALL PROPOSED -ANTENNA = - — --=— TRIPOD (TYP. OF 3) VERIFY LOCATION IN Q1 FIELD ° �O�P N NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY MH FOR ANY DISCREPANCY NOTE: REFER TO ROOF PLAN FOR SECTOR LOCATION CDMA v N N a G NEW 2 1/2"0 (2 7/8" O.D.) x8•-O" L. SCH. 40 HOT DIPPED GALV. MOUNTING PIPE (TYP. OF 1 PER SECTOR) NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY MH FOR ANY DISCREPANCY NOTE: RRU'S ARE TO BE POWERED UP WITHIN 24 HOURS OF PLACEMENT ON THE TOWER. DO NOT OPEN RRU PACKAGES IN THE RAIN N NEW (3) SPRINT PANEL 2 2 ANTENNAS (1) PANEL 1 A-4 ANTENNA PER SECTOR (REFER TO RF DATA .,. ... _ SHEET) ANTENNA \ TRIPOD (TYP.) N T G 09 5- v� �w 5� 9 PARAPET WALL PROPOSED ANTENNA TRIPOD (TYP. OF 3) VERIFY LOCATION IN FIELD 1 PROPOSED SPRINT NOTE: REFER TO ROOF PLAN RBS 6102 FOR SECTOR LOCATION 2 � EQUIPMENT CABINET NEW (9) RRU (3) A-g PER SECTOR 1 2 3 1 (REFER TO RF DATA SHEET) SCALE: 1/4- = 1'-0- BASED ON 22x34 SCALE: 1/8" = 1'-0" BASED ON 11x17 SL - 1/4' - EXISTING ELEVATED STEEL PLATFORM EXISTING NEW 2 1/2"0 (2 7/8" O.D.) x8'-O" L. SCH. 40 HOT DIPPED GALV. MOUNTING PIPE (TYP. OF 1 PER SECTOR) NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY MH FOR ANY DISCREPANCY NOTE: RRU'S ARE TO BE POWERED UP WITHIN 24 HOURS OF PLACEMENT ON THE TOWER. DO NOT OPEN RRU PACKAGES IN THE RAIN CDMA NOTE: REFER TO ROOF PLAN FOR SECTOR LOCATION NEW (9) RRU (3) PER SECTOR 1 2 3 1 (REFER TO RF DATA SHEET) -1 -1 -1 -1 RI N N yN p C a G CDMA = A Z m o v o 6._2" v COMA of CDM n 3ED ANTENNA PLAN - TEMPORARY P = 1'-0" (BASED ON 22x34 PAPER SIZE) 4 6 v 1'-0" (BASED ON 11x17 PAPER SIZE] cr a. va• _ , 4 CABLE RUN DIAGRAM SCALE: N.T.S NEW SPRINT (3) 38mm 0 HYBRID CABLE, ROUTED AT EXISTING COAX CABLE ROUTE PER SECTOR) CABLE TRAY Sprint 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 [Pei MORRISON HERSHFIELD Tva SouN University Dn ,SuO 245. PlanUb., FL 08824 Tel: 9M.577.4655 Fax: 9M.5T1.4656 STATE OF FLORIDA COC 00008508 k moMwnhers flelE.cam SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY 11p11111111/T'' 2 `Q� C Nq Al "I0 'LS£3;°IkNl7,r6A�309 , �' - o a =_"ott�,,STATE OF e� 'I14 NA11� ``,`, YM WMG REGISTERED ENGINEER STAMOFFLORIDA PEp UW DRAWN BY: MS JDATE DRAWN: 03/19/12 REVIEWED BY: I CC I APPROVED BY: I RL MH PROJECT #: 7123001.00 ENLARGED ANTENNA PLANSI & COAX RUN DIAGRAM ILA■ PREPARED FOR: -© BROWN -© RED ORANGE. . •8 -�' �� GREEN. GREEN -© BLUE; BLUE; -© BROWN BROWN®" -© RED RED®" -� SLATE :SLATE' -�[ PURPLE,... ORANGE PURPLE ORANGE' -� �� l GREEN GREEN GREEN -© -© BLUE BLUE BROWN BROWN RED RED BLUE. BROWN RED -® -� SITE' SLATE' SLATE -� -�I PURPLE. ORANGE' PURPLE ORANGE' PURPLE ORANGE. SPRINT CABLE COLOR CODE SCALE: N.T.S. TO RRU POWER INPUT DC POWER //_1900 RRU #1 ID-ElK -13_KK TO RRU FIBER INPUT ° . FIBER SECTOR #2 CABLE #2 TECHNOLOGY INDICATOR 800 RRU #1 FIBER CABLE #2 CABLE #2 FRECUENCY ID 800 #1 1900 #1 1900 #2 •RESERVEDRESERVED 'RESERVED to RESERVED 1100 #1 FREQUENCY COLOR CODE SCALE: N.T.S. EXAMPLE —SECTOR 2, CABLE 2, BOOMHZ RADIO #1 EXAMPLE —SECTOR 3, CABLE 1, 190OMHZ RADIO #1 EXAMPLE —SECTOR 1, CABLE 4, 800MHZ RADIO #1 AND 190OMHZ RADIO #1 PRI 1. COLOR BAND TO BE 2- WIDE ON MAIN LINE. 2. SPACING TO BE 1- BETWEEN BANDS AND Y BETWEEN LINE AND TECHNOLOGY BANDS. NO SPACE BETWEEN TECHNOLOGY COLOR BANDS. pll l(' 3. COLOR BAND ON JUMPERS I- WIDE WITH I'SPACE AUE 4. START COLOR BANDS 2- BEYOND WEATHERPROOFING. 5. START SECTOR COLOR NEXT TO END CONNECTOR. 2 CABLE COLOR CODE MORRISDA; I SCALE: N.T.S. 91J°R rmea ®awon uovR re°u Iem°mn o®e.°rrrupe ema oua — Pn P.mn 1emRm,n �11>� Sprint 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 IrA MORRISON HERSHFIELD Tm SWM Uniwmity Dnve. S°Be 245. Pl..r fi n. FL 33324 Ted: 954.57.4655 Fax 950.577.4656 STATE OF FLORIDA CO# 00008508 ww.v wI.nh.h5eldmm SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M 154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE Fr. PIERCE, FL 34949 ST. LUCIE COUNTY @ T E`11111111/1/ ' II�Z O .,\ C E IV �sy ° N0- 62209 e'y e° STATE OF ° po <v`�, G /ONAL YAN WANG REGISTERED ENGINEER STATE OF FLORIDA PEN2I!W REVIEWED BY: CC APPROVED BY: I RL MH PROJECT #: 7123001.00 FINAL SHEET TITLE: COLOR CODING HYBRID CABLE COLOR CODE ANTENNA & CABLE COLOR CODE 5 SCALE: N.T.S. I 3 SCALE: N.T.S. I A_R REMOVABLE 11 GLADE COAX COVER STEEL PLATFORM CLIPS �4X4X3/16 GALV. TUBE SECTION W/ WELDED TAB ENDS ATTACHED TO EXISTING GRATED SNAP —IN HANGER FOR COAX CABLES 3/4" DIA. HOLE FOR SNAP —IN HANGER 5 CABLE TRAY DETAIL SCALE: N.T.S RBS 61 WEATHER STRIPPING MUST BE INSTALLED ON GBF TOP PRIOR TO 6102 PLACE ON GLOBAL BASE EXISTING STEEL PLATFORM MANUFACTURER: ERICSSON MODEL: GLOBAL BASE FRAME (GBF) 6102 WEIGHT: <44.0 LBS. `4 X 0.8" MOUNTING 51.18" ,./ HOLE 6 p = N TOP VIEW SIDE VIEW RBS 6102 CABINET v m FRONT VIEW NEW GBF 6102 4 GBF DETAIL SCALE: N.T.S ERICSSON RBS 6102 DIMENSIONS 51.18"W X 27.56"D X 66.93"H WEIGHTS °"771.62 LBS. MINIMUM CLEARANCE FRONT 27.56" SIDES 18.00" REAR 7.87" " HEIGHT SHOWN ON THE TABLE INCLUDES GLOBAL BASE FRAME, PROVIDED BY ERICSSON. •" WEIGHT SHOWN ON THE TABLE INCLUDES GLOBAL BASE FRAME, PROVIDED BY ERICSSON. 2 RBS 6102 SCALE: N.T.S 51.18" RBS 6 NEW RBS 6102 OR BBS 6102 1/2" 0 GALV. M.B (ASTM A307) EACH CORNER PER MANUFACTURERS SPECIFICATIONS (TYP.) NEW GLOBAL BASE FRAME OR BATTERY BASE UNIT ADD 4x4x1/4" GALV. STEEL ANGLE BETWEEN BEAMS WHERE REQUIRED TO ALLOW BOLTING OF CABINET TO ANGLE L3X3X1/4"X3" ANGLE CLIPS ONLY IF REQUIRED 3 CABINET MOUNTING DETAIL SCALE: N.T.S mcM m O p N OBAL A59 FRAME (GBF) � -F-c � 3 m FRONT VIEW Di A_y SIDE VIEW 1/2" 0 A325 BOLTS (1 ON EACH CORNER PER MANUFACTURERS SPECIFICATIONS) BOLT TO STEEL BEAM OR NEW ANGLES NOT STEEL GRATING WF BEAM ERICSSON BBS 6102 DIMENSIONS 51.189N X 32.68"D X 57.28"H WEIGHTS *449.74 — 568.79 LBS. "*491.63 — 654.77 LBS. MINIMUM CLEARANCE FRONT 31.00" SIDES 18.00" REAR 6.00" • WEIGHT SHOWN ON THE TABLE INCLUDES AGM BATTERIES WEIGHT SHOWN ON THE TABLE INCLUDES OPzv BATTERIES 51.1� BBS 6102 3� Eol FRONT VIEW ,SIDE VIEW BBS 6102 SCALE: N.T.S Sprint 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 ■min MORRISON HERSHFIELD Two SouM University Drive, Surte 245. Plaafa0°n, FL3 4 Tel: 954.577A655 Fax: 954.577.4656 STATE OF MORIOA COC 00008508 w .moMwMe ffeltl.c SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M 154=015 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY PRII` ) IV 0 I'll AUG F 0 O�NO. ° \ C E Ns - 62209 0 MORRISON HE RSrtt (.uRN a STATE OF �0NA L 6102 EXISTING STEEL VAN WANG REGISTERED ENGINEER STATEOFFLORIDA PE# ag DRAWN BY: MS DATE DRAWN: 03/19/12 REVIEWED BY: CC JAPPROVED BY: I RL MH PRO.IFCT 447123001.00 DETAILS NUMBER: A-9 GPS MINIMUM SKY VIEW REQUIREMENTS NOTES: 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1" NOMINAL DIAMETER PIPE (1.315 OVERALL DIAMETER), SCHEDULE 40. GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF LEVEL. 4. DO NOT SWEEP TEST GPS ANTENNA. 5. DO SWEEP TEST THE GPS COAX. PROPOSED GPS ANTENNA (REFER TO RF DESIGN FOR SPECS) PIPE CAP GALVANIZED MOUNTING PLATE. SEE DETAIL BELOW CABLE BRIDGE POST OR H-FRAME PIPE, REFER TO COMPOUND PLAN FOR EXACT LOCATION NOTE: ALL GALVANIZED 2 1 STEEL BE HOT DIP GALVANIZED ANIZED v GPS ANTENNA SCALE: N.T.S jr—GIPS ANTENNA MOUNTING z BRACKET m � 1"0 SCH. 40 STAINLESS STEEL OR GALV. STANDARD PIPE (1.3500 O.D) 7/16" SLOTTED HOLE (TYP. OF 8) 13/16 1 1/16" 0 0 0 0 1 7/16" 8" 1 7/16" 1/4" STEEL PLATE NEW 2 1/2" (2 7/8" O.D.)x8'-O" L. HOT DIP GALV. SCHED. 40 ANTENNA MOUNTING PIPE 2 (TYP.) -1D MOUNTING BRACKET & HAF SUPPLIED WITH RRU SINGLE RRU WHERE APPLICABLE. SEE SHEET A-7 COMBINER & FILTER NOT SHOWN FOR CLARITY .� RRUS 11 PIPE MOUNT DETAILS SCALE: N.T.S 11.8" �n rn r BOTTOM MANUFACTURER: RFS u MODEL: APXV9ERR18-C WEIGHT WITHOUT MOUNTING HARDWARE: 63 LBS FRONT SIDE DIMENSIONS: HxWxD: 72.0"01.8%7.95' FREQUENCY: REFER TO RF DATA SHEET 5 ANTENNA DETAILS SCALE: N.T.S NEW CROSSOVER PLATE KIT. VALMONT/SITEPRO PART#: SCX-3K FRONT SIDE NEW 2 1/2 (2 7/8" O.D.)x8'-O" L. HOT DIP GALV. SCHED. 40 ANTENNA MOUNTING PIPE (TYP.) NEW MOLTING BRACKET SUPPLIED WITH ANTENNA (TYP.) TOP 11.8" 0 BOTTOM MANUFACTURER: RFS MODEL: APXVERR18-C WEIGHT WITHOUT MOUNTING HARDWARE: 50 LEIS DIMENSIONS: HxWxD: 72.0"01.8"x7.0" FREQUENCY: REFER TO RF DATA SHEET NEW MOLTING BRACKET PR SUPPLIED WITH ANTENNA (TYP.) II AU NEW ANTENNA PER PLAN MORRISpP4 3 CROSS PLATE DETAIL 2 ANTENNA MOUNTING SCALE: N.T.S. SCALE: N.T.S NEW 2 1/2" NEW 2 1/2" NEW 2 1/2" (2 7/8" O.D.)xe'-0' L. (2 7/8" O.D.)x8'-O" L. �(2 7/8" O.D.)x8'-O" L HOT DIP GALV. SCHED. 40 HOT DIP GALV. SCHED. 40 HOT DIP GALV. SCHED. ANTENNA MOUNTING PIPE ANTENNA MOUNTING PIPE NEW RRUS 11 40 ANTENNA MOUNTING r 2 (TYP.) 2 (NP.) MOUNTED 18" HER PIPE 2 MOUNTING PIPE 1 A 1 RRUS 1VE �T FOR IFMOUNTED ) NEW RRUS 11� DRIP LINE CABLENEW RRUS 11 MOUNTED 18" SPACINGABOVE OTHER TO NEW RRUS 11 RRUS 11 FOR MOUNTING PIPE MOUNTING CLAMP (TYP. GRIP LINE CABLE SECTION A OF 2 PER RRUS 11) ro SPACING SINGLE RRU WHERE B w APPLICABLE. SEE .- - SHEET-A-7__, SINGLE RRU. WHERE _ ---APPLICABLE. SEE NEW RRU 11 SHEET A-7 SINGLE RRU WHERE A2 MODULE MOUNTED APPLICABLE. SEE MOUNTED TO SHEET A-7 MOUNTING PIPE NEW RRU PDU ON BACK OF RRU ° SIDE BRACKET NEW RRU PDU A2 MODULE MOUNTED SIDE BRACKET (TYP.) �1 ON BACK OF RRU NEW BOOMHZ SMR (TYP) 1 FILTER e NEW 800MHZ SMR FlLTER 4 -1 SECTION B NOTE: COMBINERS SHALL BE MOUNTED ON PROPOSED 2-7/8" O.D SIDE VIEW FRONT VIEW ANTENNA MOUNTING PIPE WITH MANUFACTURERS MOUNTING BRACKET Sprinto 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 mN MORRISON HERSHFIELD Two SouN Univxmity Drive, Suite 245, Plantation, FL 33324 Tel: 954.571.4655 Fax: 954.677.4656 STATE OF FLORIDA COC 00008506 w .moms nhemhfield.mm SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY %�Q�F,1011111111///j''' � PN••wq a ',., • . \CENS • ' r �o • STATE OF e �= Isar "•„�- ���. .,7j,'1QN;i 11, o YAN WANG REGISTERED ENGINEER STATE OF FLORIDA PEAIMN DRAWN BY: MS DATE DRAWN: 03/19/12 REVIEWED BY: CC APPROVED BY: IRL MH PROJECT # 7123001.00 REVISION. SHEET TITLE: DETAILS A-10 PREPARED FOR: 1 oaaa �8" NOTE: Sprints RRU'S CAN ONLY BE PAINTED ON SOLAR SHIELD. ooe 1 INTERNATIONAL BOULEVARD CIENA 3911 DIMENSIONS: sulrE Boo 15.71 "Wx26.75"Hx6.7"D o MAHWAH, N.J. 07495 ERICSSON RRUS-11-800MHz CONSULTANT: DIMENSIONS (H X W X D) NOTE: 17.0" X 17.8" X 9.2" (INCLUDES SUNSHIELD) [pill ALL GALVANIZED STEEL TO BE HOT DIP GALVANIZED. WEIGHT: 54 LBS CLIMATE: -40' TO +55'C MORRISON HERSHFIELD NOTE: ti (SELF CONVECTION SILEM, NO FANS, IP55) Two Scut Uniwmdy DIWe, Suite 245. 9 PlantafioA, FL 33324 SPRINT GC TO INSTALL POST AND GROUND. POWER CONSUMPTION: 200 WATTS (TYP.) Tel: 954.517.4655 Fax 954.57/.4656 CIENA TO BE PROVIDED AND INSTALLED BY OTHERS. STATE OF FLORIDA COO 00008508 www.momsonhersM1fieldwm PROPOSED AT&T 3 800 Ill RRU DETAIL AAV CIENA BOX SCALE: N.T.S SITE NAME: MODEL #3911 GALV. PIPE CAP (BY OTHERS) SANDS ON THE OCEAN STRAP TO POST SITE NUMBER: 1-5/8" GALV. SQUARE ®®Qa >>8, � M154XCO15 P1000 .. NISTRUTSQUARE a RAIL (12 GA.) (TYP.) _coo RRU'S CAN ONLY BE SITE ADDRESS: COORD. EXACT ------ PAINED ON SOLAR SHIELD. LOCATION IN FIELD -- 3100 OCEAN DRIVE EXISTING PLATFORM �a®e® FT. PIERCE, FL 34949 GUARDRAIL ST. LUCIE COUNTY ? STAMP: T.O. STEEL PLATFORM'It ERICSSON RRUS-11-190OM1 DIMENSIONS H X W X D 3g-�+ 17.0" X 17.8" X 7.2" (INCLUDES H� (d, ,"T111TtT4iY WEIGHT: 44 LBS p`��T11-N W,q ''7e CLIMATE: -49 TO +55'C `�� P e°eee° 0ti (SELF CONVECTION SILENT, NO FANS( IP,G Zit 3ni� e° C E NS�^e POWER CONSUMPTION: 200 WATTS U 1'U °�, a^` N0. 62209 MORRi5ON 1H:R5c Ee ; 5 CIENA AAV BOX DETAIL 2 1900 MHZ RRU DETAILS ,z, °, `syk,E rOF e' SCALE: N.T.S SCALE: N.T.S O °O R (pP ° VAN WANG NEW RRUS 11 REGISMREOENGINEER 5.25" 3-00" 5.25" 4.4" PDU BRACKET NEW RRUS 11 SKATE OF FLORIDA PDU BRACKET PE%62209 o 0 0 DRAWN BY: MS DATE DRAWN: 03 19 12 4.5"OV 1� RL 1.0 6 TOP VIEW MH PROJECT # OOE BY. 8.0" 180 SIDE VIEW ° o _ _ _NEW _ o I CC A iissgg,, o REVISIO 1 -- --- " - RRUS 11 NO DESCRIPTION N BY DATE 8.5" < e? - A 90% CD SUBMITTAL MS 03/19/12 mi TOP VIEW n O FINAL 08/17/12 FRONT VIEW SIDE MEW _ - - - -- - --- ` FRONT VIEW BOTTOM VIEW 800 MHz SMR FILTER IC81900HA-2 WEIGHT = 10 LBS. WEIGHT = 40.00 LBS. SHEET TITLE: NOTE: DETAILS 4 FILTER & COMBINER DETAILS REFER TO RDFS FOR QUANTITIES AND FURTHER SPECS. PDU BRACKET DETAILS SHEET NUMBER: SCALE: N.T.S SCALE: N.T.S A 11 ELECTRICAL REFERENCE NOTES: O1 EXISTING 20QA RATED 120/240-10-3W PPC CABINET WITH PANEL PP1". O2 PROVIDE NEW OR REUSE EXISTING 10DA-2P BRANCH CIRCUIT BREAKER IN PANEL PP1 FOR NEW EQUIPMENT CABINET. EXACT BREAKER SIZE TO BE COORDINATED WITH EQUIPMENT CABINET ELECTRICAL NOTES: PREPARED FOR: y n ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (N.EC.), AND APPUCABLE LOCALr��. CODES MANUFACTURER SPECS. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF NATIONAL ELECTRICAL Sprint® CODE. O PROVDE NEW (3) #2 AWG THHN CU AND (1) #6 GROUND IN 2" RNC B.F.G. AND RMC A.F.G. EXACT WIRE AND CONDUIT SIZE TO BE COORDINATED WITH EQUIPMENT CABINET SPECS. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR USTED. ALL WIRES SHALL BE AWG MIN #12 THHN COPPER UNLESS NOTED. ® NEW 2" RMC A.F.G. AND RNC B.F.G. WITH PULLSTRING FROM REIS 6102 TO TELCO CABINET. CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT O5 NEW ERICSSON REIS 6102 CABINET © NEW BBS 6102 BATTERY CABINET UNLESS NOTED OTHERWISE CONDUCTOR INSULATION SHALL BE RATED FOR 90t C CONDUCTORS �ES�CE OR NWN-2 AND SHALL BE COLOR CODED IN 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 O7 CONNECTION BETWEEN REIS 6102 AND BBS 6102 INSTALLED BY ERICSSON INSTALLATIONS. LABEL SPRINT SERVICEABLE DISCONNECT SWITCH AND PPC CABINET WITH ENGRAVED LAMACOID LABELS, LETTERS 1" IN HEIGHT. CONSULTANT: OB PRE -USE 2" CONDUIT WITH NEW MULE TAPE FROM TELCO CABINET TO FIBER DEMARC. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE BEND GROUNDING LEADS WITH A m■■. O9ll CONDUIT TO FIBER DEMRC LOCATION. REFER TO FIBER RISER ON THIS SHEET. 0 10 PROPOSED 2 1-1/4- FLEX CONDUITS FROM CIENA TO SPRINT TELCO BOX. () / 11 EXISTING PPC TELCO CABINET. CONTRACTOR TO FURNISH AND INSTALL (1) OC PDU (ELTEK VA -ERE M/N GMT10X OR EQUAL) INSIDE PPC TELCO CABINET. FUSES FOR THE PDU RE TO BE LEFT OUT AND SECURED INSIDE THE TELCO CABINET. COORDINATE W/ ERICSSON CM. MINIMUM 8" RADIUS. ENGAGE AN INDEPENDENT TESTING FIRM TO TEST AND VERIFY THAT RESISTANCE DOES NOT EXCEED 5 OHMS TO GROUND. TEST GROUND RING RESISTANCE PRIOR TO HARING FINAL GROUND CONNECTIONS TO INFRASTRUCTURE AND EQUIPMENT. GROUNDING AND OTHER OPERATIONAL TESTING SHALL BE WITNESSED BY SPRINTS REPRESENTATIVE. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE REQUIRED SO • G ■ L MORRISON HERSHFIELD Twit$oum university DNe, Suite 245, PlonoUm.R_3M24 STAMO OF CO 00008508 w morrimnhers field.com 1© NOT USED. 13 PROVIDE NEW 1" RNC A.F.G. F.G. AND RNC B.F.G. WITH PULLSTRING FROM REIS 6102 TO PPC TELCO CABINET AND THEN FROM PPC TELCO CABINET TO CAPS ANTENNA LOCAT10N FOR GPS CABLE RUN. 14 25 PAR 24-GA. FOIL SHIELDED NON -GEL FILLED COPPER LOW VOLTAGE CABLE FOR ALARM IN 2" TELCO CONDUIT (FROM REIS TO TELCO SIDE OF PPC). USE MOHAWK M58520 OR EQUAL COIL 8'-0" OF CABLE ON EACH END. THAT CONDUIT BENDS DO NOT EXCEED 360'. OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL WORK PERFORMED ON THIS PROJECT. DEUVER COPIES OF ALL PERMITS TO SPRINT REPRESENTATIVE SCHEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK REQUIRED BY JURISDICTION HAVING AUTHCRI Y. CORRECT AND PAY FOR ANY WORK REQUIRED TO PASS ANY FAILED INSPECTION. SITE NAME: SANDS ON THE OCEAN SITE NUMBER; 15 PROVIDE NEW 1" RMC AF.G. AND RNC B.F.G. WITH 2 RED AND 2 BLACK THHN 14-GA 'HIRE FOR (2) -48V DC POWER GIRCUTIS FROM REIS 6102 TO TELCO CABINET TO POWER AAV EQUIPMENT. REDUNED AS -GUILTS RE TO BE DELIVERED TO SPRINT REPRESENTATIVE. M 154XC015 COIL 8'-0" OF WIRE ON EACH END. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUALS IN THREE-RING BINDER. SITE ADDRESS: NEW GPS ANTENNA �� 13 NEW (2) 1-1/4" FLEX CONDUITS FURNISH AND INSTALL THE COMPLETE ELECTRICAL SOWCABLE, TELCO CONDUIT, AND THE COMPLETE GROUNDING SYSTEM. 3100 OCEAN DRIVE FT. PIERCE, FL 34949 EXISTING NEW AT&T CIENA ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPUCABLE BUILDING CODES AND LOCAL ORDINANCES, INSTALLED ST. LUCIE COUNTY AT 3 11 1 2 NEW 10 rc V BOX i o. 4 I I Iz j 13 o. o. SPRINT 3911 AAV BOX PPC TELCO BOX EXIW/STING 2" CONDUIT NEW MULE TAPE _ ROOF — - — - — — _— 12TH FLOOR TEL ROOM 12TH FL. —------- -- IN A NEAT MANNER, AND SHALL BE SUBJECT TO APPROVAL SPRINT REPRESENTATIVE. ypg�\1� COND�DMCNS AFFECTING THIS WORK REPORT ANYFY OMISSIIONS DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF CONSTRUCTION. q PROJECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE REPARAW TO ORIGINAL GINAL CONDITION ANY DAMAGED AREA. REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN A TIMELY FASHION WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY. REhfWyll2MSON 'S M TED \\\\\\L1111�112TT2j''' 2 0,C a E N'9° >°�,� S°0° •� 5s"°° N,n ,�?�009F e 1 a iEht'.ARELFC6 0-NATED RE -USE EXISTING 2" DEBRREPRIS SHALL BE WITH THE OWNER'S ° a 3 15 I ` m �J a u 9 O CONDUIT W/ NEW —FLOOR— MULE TAPE 3RD FL--�---- 2ND FL. --------- -- 1ST FL. TEL. ESENTATIVE. DEBRISSHALLBE REMOVED FROM THE PROPERTY AND DISPOSED OF LEGALLY UPON CDUST AND IN NARK, TS. SITE SHALL BE CLFiW AND FREE OF DUST RD FINGERPRINTS. RIOR TO ANY TRENCHING, LOCAL UTIUTY TO FY PDOCUOF ANY EXISTINGME ROUND RHNGPoIED SERVCAB OONSTALLATION AND NDUIM ONES TO T WITH LOCATION PHOTOGRAPHS PRIOR TO BACKFlLUNG SITE. PRESENT PHOTO RCHNE AT SITE "PUNCH UST" WALK TO SPRINT'S REPRESENTATIVE �bSTATE OF O ONA � = O DENT RC ROOM-AT&T POINT) 1ST FL --------- -- LEGEND: YAN WMG ®M KILOWATT HOUR METER REGISTEREDENGINEER STATE OF FLORIDA PEtl 1Y 09 7 2 FIBER RISER N.T.S. —PWR— ABOVE GROUND POWER CONDUIT —TEL— ABOVE GROUND TELCO CONDUIT —F— ABOVE GROUND FIBER CONDUIT DRAWN BY: MS DATE DRAWN: 03/19/12 REVIEWED BY: CC APPROVED BY: IRL MH PROJECT #: 7123001.00 —UGP— UNDERGROUND POWER CONDUIT — �, POWER TPMSLIION�ECLUENC --_—_— - - -- - - - _- - - _ -- -- 1. CONTRACTOR SHALL INSTALL NEW ERICSSON CABINETS WITH NEW POWER AND TELCO TO NEW _—UGT—_UNDERGROUND_TELCO_CONDU_R —UGF= UNDERGROUND FIBER CONDUIT - - ABBREVIATIONS: - 6 0 NO DESCRIPTION- - -BY DATE A 907 CD SUBMITTAL MS 03 19/12 o FINAL WJ OB ,7/12 -- — CABINETS WHILEEXISTINGSTS CABINETS RE STILL IN SERVICE v SEE TEMPORARY PHASE ON 2/A-3. 2. UNDER SPRINT AND OR ERICSSONS DIRECTION, EXISTING BM CABINETS SHALL BE REMOVED/DECOMISSIONED LE ANG ONLY THE NEW ERICSSON CABINETS RUNNING. SEE THIS PLAN AND 3/A-3 2' 0 2' A AMPERE P POLE R AMPERE FRAME SN SOUD NEUTRAL AGE) ANTENNA GROUND BAR V VOLT C CONDUIT W WIRE G GROUND 0 PHASE KWH KILOWATT HOUR AF.G. ABOVE FINISH GRADE MGB - MASTER GROUND BAR B.F.G. BELOW FINISH GRADE MCB MAIN CIRCUIT BREAKER RMC RIGID METALLIC CONDUIT PVC POLYVINYL CHLORIDE RNC RIGID NCN-METALUC CONDUIT SHEET TITLE: UTILITIES SITE PLAN ELECTRICAL / TELCO SITE PLAN SHEET NUMBER: r _ w SCALE: 1/2" = 1'-0" (BASED ON 22x34 PAPER SIZE) ;A x SCALE: 1/4" = 1'-0" (BASED ON 11x17 PAPER SIZE) ® SWE I/2' = 1'-0' C I PREPARED FOR: Sprint° 1 INTERNATIONAL BOULEVARD MAIN BREAKER 20OA-2P, 10 PANEL RATING: 120/240V, 60 HZ 10, 200A PANEL PP-1 INSIDE PPC CABINET SUITE #800 MAHW H, N.J. 07495 LOAD (VA) LOAD (VA) CONSULTANT: POS. SERVING BREAKER WIRE SIZE & TYPE POS. SERVING .BREAKER WIRE SIZE & TYPE �� A B A B 1 2 NEW ERICSSON RBS 6102 CABINET 10OA-2P (3)#2 & #6 IN 2" C. 9600 7 EXIST. SURGE SUP. (NSS) 60A-2P EXISTING 0 woo SmIt Uninimmity Ddve Sure 2455.. Plantation, FL 33324 9600 8 O 3 SPARE 70A-2P - - 9 SPACE - - - Tel: 954.517A655 Fax 954.5T1.46% STATE OF FLORIDA CO# 00008508 - 10 SPACE - - - 4 w .momsonhemhfield.mm 5 SPACE - - - 11 EXIST. GFl RECEPT. 15A-1P EXISTING 180 6 IXISTING TELCO FAN 1OA-1P EXISTING 180 12 SPACE - - - EXISTING 200A, 240V EXISTING UTILITY UTILITY METER SERVICABLE TO METER EXISTING 200A-2P EXISTING 20OA-2P �xm UTIUTY CIR. BREAKER NEMA 3R ENCLOSED SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M 154XC015 " NOTE: TOTAL VA 9780 9700 1) ALL WIRES AND CONDUIT SIZES SHOWN TO BE COORDINATED WITH THE EQUIPMENT CABINET MANUFACTURER TOTAL AMPS PER PHASE 82 82 SPECS PRIOR TO INSTALLATION. TOTAL AMPS 82 2) PANEL SCHEDULE IS FOR REFERENCE ONLY. EXACT BREAKER POSITIONS MAY VARY ON -SITE. 3) PANEL SCHEDULE REPRESENTS TEMPORARY PHASE AS DEPICTED IN 3/A-3 IN WHICH THE EXISTING BTS CABINETS HAVE BEEN REMOVED. MAIN FUSED EXISTING #4 CU. SITE ADDRESS: DISCONNECT SWITCH GROUND ELEC. CONDUCTOR IN 3/4" COND- VERIFY AND EXISTING 200A_2P TEST- REPLACE IF T. PI OCEAN DRIVE PIERCE, FL 34949 FT. P ST. LUCIE COUNTY GEN. CIR. BREAKER REQUIRED - EXISTING 200A GEN. PLUG PANEL SCHEDULE (FINAL PHASE) N.T.S. - PR P. 1 ED II I EXISTING (2) 5/8" X 10-0" D. DRIVEN REFER TO PANEL GROUND ELECTRODES SCHEDULE 6'-0" APART _ OUTLINE OF EXISDNG PROVIDE NEW OR REUSE EXISTING 1 POWER CABINET p `1p111111T/T/2 2 (1 q N (�lq 202� U �4'?Qe ° NC , C E N HE_f-i6�Eos u MORRISON 100A-2P CIR. I I BREAKER I I COORDINATE WIRE EXISTING BRHCH SIZE AND CONDUIT LOADJSIZE WITH EQUIP.CEMER (PHELMANUFACTURER MIN.PP-1 TELCO (3) #2 AWG THHN CABINET AND (1) #6 AWG GROUND IN 2" RMC QOSTATE OFCIRC. S/ i1,17 AI - ZYT 011Vj 11 1111T`` MAIN BREAKER 200A-2P, 10 A.F.G. AND RNC B.F.G. PANEL RATING: 120/24OV, 60 HZ 10, 200A PANEL PP-1 INSIDE PPC CABINET LOAD (VA) LOAD (VA) NEW 2" RMC A.F.G AND RNC B.F.G WITH PULLSTRING NEW ERICSSON NEW ERICSSON POS. SERVING BREAKER WIRE SIZE & TYPE POS. SERVING BREAKER WIRE SIZE & TYPE YAN WAND REGISTERED ENGINEER STATE OF FLORIDA PE#62zae A B A B 1 NEW ERICSSON RBS 6102 CABINET 100A-2P (3)#2 & #6 IN 2" C. 9600 7 EXIST. SURGE SUP. (TVSS) 60A-2P EXISTING 0 O 2 9600 8 3 EXISTING BTS 70A-2P EXISTING 6720 9 SPACE - - - BBS 6102 RBS 6102 DRAWN BY: MS DATE DRAWN:O3/19/12 4 6720 10 SPACE - - REVIEWED BY: CC APPROVED BY: RL - 5 SPACE - - - 11 EXIST. GFl RECEPT. 15A-1P EXISTING 180 MH PROJECT #: 7123001.00 CONNECTION INSTALLED BY ERICSSON ----NEW 2" ,RNC_ _ _ -=INSTALLATIONS= �.: FIBER D-STRING TO LOCA DE. RE LOCATION. REFER OR PLAN DRAWINGS FOR NOTE: FIBER DEMARC SEE SHEET 1/E-1 FOR LOCATION AND ADDITIONAL LOW VOLTAGE ROUTE - - 6 IXISTING_TELCO FAN _ _70A�1=_EXISTING _.. _180 12 SPACE _ _ _- _ _ _ _ _ _ - _ _ _ _ _ - TOTAL VA 16500 16500 NOTE: 1) ALL WIRES AND CONDUIT SIZES SHOWN TO BE COORDINATED WITH THE EQUIPMENT CABINET MANUFACTURER TOTAL AMPS PER PHASE 138 138 SPECS PRIOR L INSTALLATION. TOTAL AMPS _ — -138. - 2) PANEL SCHEDULE IS FOR REFERENCE ONLY. EXACT BREAKER POSITIONS MAY -VARY ON -SITE. 3) PANEL SCHEDULE REPRESENTS TEMPORARY PHASE AS DEPICTED IN 2/A-3 IN WHICH THE MAXIMUM ELECTRICAL LOAD WILL BE PRESENT. NO DESCRIPTION BY DATE - A 90% CD SUBMITTAL MS 03/19/12 0 FINAL WJ 08/17/12 CONNECTIONS FROM THE RBS 6102 SHEET TITLE: POWER/TELCO DIAGRAMS SINGLE LINE DIAGRAM ,� PANEL SCHEDULE (TEMPORARY PHASE) N.T.S. SHEET NUMBER: E-2 3 N.T.S. NEW RRU (TYP. EACH SECTOR) PROPOSED PANEL (TYP. EACH SECTOR). SEE SHEET A-7 FOR PROPOSED CONFIGURATION EXISTING GROUND TO GROUND BAR AT EQUIPMENT CABINETS (TYP.) 2 ANTENNA GROUNDING PLAN SCALE: N.T.S RBS 6102 CABINET REFER TO SHEET A-3 FOR EXACT CONFIGURATION #2 AWG COPPER BONDING NEW EQUIPMENT CABINET TO EXISTING GROUND BAR. EXACT CONDUCTOR TYPE AND CONNECTION TO CABINET PER MANUFACTURER SPECS. N #2 AWG STRANDED GREEN JACKET BONDING RRU TO ANTENNA GROUND BUS BAR (TYP. EACH SECTOR) #2 AND SOLID TINNED COPPER BONDING ANTENNA TO ANTENNA GROUND BUS BAR EXISTING ANTENNA GROUND BUS BAR NEAR EXISTING ANTENNAS WITH COAX GROUND KIT. SEE DETAILS ON SHEET E-5. (TYP. EACH SECTOR) EXISTING GROUND TO ANTENNA GROUND BAR AT NEXT SECTOR (TYP.) I SYMBOL DESCRIPTION SYMBOL DESCRIPTION ® COPPER GROUND ROD ® TEST WELL CONNECT PER MANUFACTURER SPECS GROUND BAR CADWELD CONNECTION a III ■ MECHANICAL CONNECTION (DOUBLE HOLE LUG) FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM NOTES: 1. CONTRACTOR TO VERIFY EXISTING LUG SPACES ARE AVAILABLE ON GROUND BAR. ADD ADDITIONAL BUS BAR IF NO LUG SPACES ARE AVAILABLE. 2. ANTENNA GROUNDING CONNECTIONS SHOWN ARE NOT EXACT TO THIS SITE. FOR EXACT ANTENNA LAYOUT REFER TO SHEET A-7 GROUNDING LEGEND: SYMBOL DESCRIPTION • EXOTHERMIC WELD ---- GROUND CONDUCTOR • MECHANICAL CONNECTION —� GROUND ROD EXOTHERMICALLY WELDED TO GROUND RING A CONNECTION PER MANUFACTURER SPECS NEW #2 AWG STRANDED GREEN JACKET COPPER BONDING GPS ANTENNA MOUNTING PIPE TO EXISTING GROUND BAR. BOND GPS COAX TO EXISTING GROUND BAR WITH #6 AWG GROUND KIT EXISTING STEEL PLATFORM NEW ERICSSON RBS 6102 BATTERY CABINET. REFER TO SHEET A-3 FOR EXACT CONFIGURATION NOTE: EQUIPMENT AREA, BOND CABINET ORD CONNECTION TO GROUND BAR WITH MECHANICAL CONNECTION INSTEAD OF GROUND RING-_ EXISTING GROUND BAR MOUNTED ON NOTE: STEEL PLATFORM CABINET, H-FRAME, AND GPS ANTENNA LAYOUT SHOWN IS NOT EXACT TO THIS SITE. FOR EXACT CABINET LAYOUT REFER TO SHEET A-3. JI\V VIYVIIYV IYV 1 LV. 1. ALL DOWN CONDUCTORS AND GROUND RING CONDUCTOR SHALL BE #2 AWG, SOLID, BA, TINNED COPPER. ALL XOTHEMICALL WEN EDT CONDUCTORO OSHALL BE AHM N MUMSALL BEED PTHRBELOWYGRADE Sprint' OF 30 INCHES OR TO THE LEDGE. MINIMUM BEND RADIUS SHALL BE 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY FOUNDATION. 2. ELECTRICAL GROUND ROD SHALL BE COPPER CLAD STEEL, 1 INTERNATIONAL BOULEVARD HARGER, T&B, ERICO OR EQUIVALENT. SUITE #800 3. WHERE MECHANICAL CONDUCTOR CONNECTIONS ARE SPECIFIED, MAHWAH, N.J. 07495 BOLTED, COMPRESSION -TYPE CLAMPS OR SPLIT -BOLT TYPE CONNECTORS SHALL BE USED. CONSULTANT: 4. GRIND OFF GALVANIZING IN AFFECTED AREA EXOTHERMICALLY WELD #2 CONDUCTOR AT 6 INCHES ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER. COLD-GALV AFTER. EXOTHERMICALLY WELD OTHER END TO GROUND. 5. GROUND CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE ENCASED IN 3/4" PVC CONDUIT TO GRADE. MOUNT PVC WITH GALVANIZED "C" CLAMPS. SEAL TOP ENDS. 6. FOLLOWING COMPLETION OF WORK, CONDUCT GROUND TEST. SUBMIT WIRTTEN TEST TO CONSTRUCTION MANAGER AND PROJECT MANAGER. 7. ALL GROUNDING WORK SHALL COMPLY WITH CARRIER(S) STANDARDS. 8. GROUNDING REQUIREMENTS SHOWN ON THIS PLAN ARE FOR ITEMS THAT ARE LOCATED NEAR GRADE LEVEL AND THAT NEED TO BE TIED TO THE BELOW GRADE GROUND RING. 9. UNLESS NOTED OTHERWISE, ALL GROUNDING SHALL BE IN ACCORDANCE WITH SPRINT'S SSEO DOCUMENTS 3.018.02.004 "BONDING, GROUNDING AND TRANSIENT PROTECTION FOR CELL SITES", AND 3.018.10.002 "SITE RESISTANCE TO EARTH TESTING] ) ALL GROUNDING SHALL ALSO COMPLY WITH ALL .STATE AND LO(re CODES, AND THE NATIONAL ELECTRICAL CODE (NEC). 10. THE GROUND RING SHALL BE INSTALLED WITHIN 18 TO 24 INCHES FROM THE EQUIPMENT PAD FOUNDATION OR EQUIPMENT PLATFORM. 11. GROUND RODS SHALL NEVER BE SPACED HORIZONTALLY CLOSER THAN TWCABLE THE GROUND ROD LENGTH. MORRIS 12. UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS SHALL BE MADE BY AN EXOTHERMIC WELD. 13. NOTIFY THE CONSTRUCTION MANAGER 24 HOURS IN ADVANCE WHEN THE BURIED GROUND RING IS INSTALLED SO THAT A REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. 14. RESISTANCE TO EARTH TESTING IS REQUIRED PER SNC STANDARDS ON ALL NEW SITES. NOTE: PROPOSED METALLIC CONDUITS AND PROPOSED BRACKET SHALL BE BONDED TO EXISTING GROUND RING USING A #2 AWG SOLID TINNED COPPER CONDUCTORS. PROVIDE A PARALLEL TYPE EXOTHERMIC WELD AT GROUND RING AND U.L APPROVED GROUNDING CLAMP AT CONDUIT. ■9n MORRISON HERSHFIELD Two South University Dme. Suite 245. Piantatlan.FL3 4 Tel: 954.5T.4655 Fax: 954.5nA6% STATE OF FLORIDA CON 00008508 www.moaison0ere5fielC.mm SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY UG 21111.,,,,, n �l, °G1 011 N HI R��41-kl b]D ° e' o STATE OF $11 0Nn u111 VAN WANG REGISTERED ENGINEER STATE OF FLORIDA PEM6 09 DRAWN BY: MS DATE DRAWN: 03/19/12 REVIEWED BY: CC 1 APPROVED BY: RL MH PROJECT #: 7123001.00 _ _-.REVISION JO DESCRIPTION -1 BY DATE J - A 90% CD SUBMITTAL MS 03/19/12 DING PLAN EQUIPMENT GROUNDING PLAN SHEEP NUMBER: C_�z N.T.S C GI W NOTE: GENERAL CONTRACTOR SHALL REFERENCE SECTION 3.5 "EARTH GROUNDING THE BASIC BASE FRAME" OF THE ERICSSON GBF INSTALLATION DOCUMENTS, FOR ALL NOTE: GENERAL CONTRACTOR SHALL REFERENCE SECTION 8 "GROUNDING THE CABINET" OF THE ERICSSON RBS 6102 INSTALLATION DOCUMENTS, FOR ALL CONNECTION SPECIFICATIONS. ROUNDWIRE, ER PLAN UG CONNECTION 4 RBS GROUNDING DETAIL SCALE: N.T.S D NOTE: PCU AC (POWER GENERAL CONTRACTOR SHALL CONNECTION REFERENCE SECTION 10 UNIT AC) 0 0 0 0 0 " CONNECTING THE POWER SUPPLY" TOOF THE ERICSSON RBS 6102 0 0 0 0 INSTALLATION DOCUMENTS, FOR ALL CONNECTION SPECIFICATIONS. TERMINAL 0 (� BLOCKS � 'J OVP INLETS 2 AC POWER CONNECTION AT RBS SCALE: N.T.S NOTE TO CONTRACTOR ®® RRU REQUIRES SFP PART #: RDH 102 47/2 OPTICAL TRANCIEVER \ i= ONLY. DO NOT SUBSTITUTE RRUS, PER PLAN LUG CONNECTION GROUNDWIRE, PER PLAN NOTE: GENERAL CONTRACTOR SHALL REFERENCE SECTION 8.3.2: EARTH GROUNDING THE RRUS 11" OF THE ERICSSON RRUS INSTALLATION DOCUMENTS, FOR ALL CONNECTION SPECIFICATIONS. 5 RRU GROUNDING DETAIL SCALE: N.T.S 3 POWER CONNECTION AT RRUS SCALE: N.T.S CABLE CLAMP INSCRIPTION PCF (POWER CONNECTION FILTER) CABLE GLAND --\ STRIPPED POWER NOTE: GENERAL CONTRACTOR SHALL REFERENCE SECTION 10 " CONNECTING THE POWER SUPPLY" OF THE ERICSSON RBS 6102 INSTALLATION DOCUMENTS, FOR ALL CONNECTION SPECIFICATIONS. DWER CONNECTOR TRIPPED CABLES FROM ..0 POWER SUPPLY NOTE: GENERAL CONTRACTOR SHALL REFERENCE SECTION 10 " CONNECTING THE POWER SUPPLY" OF THE ERICSSON RBS 6102 INSTALLATION DOCUMENTS, FOR ALL CONNECTION SPECIFICATIONS. IS PREPARED FOR: Sprint 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 MA MORR15ON HERSHFIELD Two SouN University Dnve. Suite 245, Plantation.FL8 4 Tel: 954.577.4655 Fax 954.5T7.4656 STATE OF FLORIDA CON 00008508 ...oni.nhemhfeIcLoom SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY "llitill///I W A T"I Q•� 'ti `. eooaeeooe NC �., �� e �CENS 'L Fee . e ESTATE OF �ONA L 111111111 YAN WANG REGISTERED ENGINEER STATE OF FLORIDA PH18 W REVIEWED BY: I CC APPROVED BY: I RL MH PROJECT #: 7123001.00 SHEET EQUIP DETAIL .� DC POWER CONNECTION AT RBS E_4 SCALE: N.T.S. FROM ANTENNA T TX/RX JUMPER REQUIRED ONLY WHEN 1 1/4" AND LARGER (TYP.) I I APPROVED WEATHERPROOFING KIT (TYP.) #2 AWG BTCW FROM ANTENNA FRAME, SUPPORT GROUND WIRE AS NEEDED CONNECTION TO ANTENNA GROUND 3 WIRES TO GROUND BAR DETAIL SCALE: N.T.S • NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. WEATHERPROOFING KIT (TYP.) APPROVED GROUND CONNECTOR KIT (TYP.) CABLE TO CABLE TRAY (TYP.) AWG ,TINNED, SOLID COPPER BUSS BAR, HARGER TGBI14420M GROUND BAR OR EQUIVALENT BTCW (TYP.) - TO BGR, MGB BUILDING GROUND SYSTEM #6 AWG FROM ANTENNA CABLE GROUND KIT GROUND BAR TO MOUNTED ON WA OR ON ANTENNA TOWER TINNED, SOLID COPPER BUSS BAR, HARGER TGBI14420M GROUND BAR OR EQUIVALENT. INSTALLATION OF GROUND WIRE TO GROUND BAR DETAILS SCALE: N.T.S -TWO HOLE LUG, TO - BE USED TO CONNECT TO GROUND SYSTEM NOTE: CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) OR EQUIVALENT ON ALL LUG CONNECTIONS S716 4/ ® 0 0 0 0 0 0 o ° 0 ° 0 0 _I0 y 3 0 0 1 o LEGEND: U/ 1. TINNED COPPER GROUND BAR, 1/4" x 4" x 20", NEWTON INSTRUMENT Co., HARGER TGBI14420M, OR EQUIVALENT. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. INSULATORS, NEWTON INSTRUMENT Co. CAT. NO. 3061-4 OR HARGER EQUIVALENT. 3, 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUIVALENT. 4. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR HARGER EQUIVALENT. 5. 5/8-11 x 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR HARGER EQUIVALENT. NOTES: 1. ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6", 12", 18", ETC. GROUND BARS. 2. ENTIRE ASSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT. NO. 2106060010 OR AS HARGER TGBI14420M. N)�,,, Sprint'_ y:'� 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 mN MORRISON HERSHFIELD Two Swu University DAe, Suds 245, Pl.nWon. FL 3=4 Tee: 9M.6n.46M Fax 951.5T/AW STATE OF RLORIDA COO 00008508 www.moMeonh, fields SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M 154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FT. PIERCE, FL 34949 ST. LUCIE COUNTY T qq ����� L "` a I W,4 1" E N °Oo N0. 62209 RRIS DN jEpc..4Ht \STATE 0F_y','= TONAL 2 GROUND BAR DETAIL .'"'I""' - SCALE: N.T.S. TIN COATED - SOLID COPPER BUSS BAR PER SPRINT SPECIFICATIONS S/S FLAT WASHER (TYP.) YANwmG REGISTERED ENGINEER G AMOFFWMOA NOTES: 2 HOLE, LONG S/S BOLT (TYP.) PEt MW 1. ALL HARDWARE 18-8 STAINLESS BARREL TINNED SOLID STEEL INCLUDING SPLIT WASHERS. COPPER LUG (TYP.) DRAWN BY: MS DATE DRAWN: 03/1 REVIEWED BY: CC APPROVED BY: - — 2. COAT WIRE END WITH NOTE: MINIMUM OF ANTI --OXIDATION COMPOUND PRIOR 3 THREADS TO BE -"�TO`INSERTION INTO LUG BARREL" VISIBLE=(TYP.)-- _- -- S/S FLAT WASHER (TYP. AND CRIMPING. ----_-_— _---- -- _ MH PROJECT #: 7123001.00 -- --—REOSION. NO DESCRIPTION BY DATE A 90% CD SUBMITTAL MS 03 1 0 FINAL WJ 08 1 3. APPLY ANTI -OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS S/S NUT (TYP.) , BARS PRIOR TO MATING AND S/S SPLIT WASHER (TYP.) BOLTING. INSTALLED IF SHEET TITLE: REQUIRED PER ELECTRICAL DETAILS SPRINT SPECIFICATIONS .� GENERAL LUG DETAIL E-5 SCALE: N.T.S ALARM WIRING SCHEMATICS ERICSSON MM-BTS RBS 6102 CON ACT SEVERITY OWNER COMMENTS COLOR CODE BTS SCAN POINT 1 110001 UTILITY POWER FAILURE NC MAJOR SERVICE ASSURANCE RBS/RIGHT OVP1/A4 WHITE/BLUE BTS SCAN POINT 2 112001 GENERATOR FAILURE NC MINOR FIELD SERVICES RBS/RIGHT OVP1/A5 WHITE/ORANGE BTS SCAN POINT 3 112011 GENERATOR RUNNING NC MINOR DRMS ONLY RBS/RIGHT OVP1/A6 WHITE/GREEN BTS SCAN POINT 4 112021 GENERATOR LOW FUEL THRESHOLD REACHED NC MAJOR FIELD SERVICES RBS/RIGHT OVP1/A7 WHITE/BROWN BTS SCAN POINT 5 190001 TOWER TOP LIGHT FAILURE, NOTAM REQUIRED NC MAJOR SERVICE ASSURANCE RBS/RIGHT OVP1/A5 WHITE/SLATE BTS SCAN POINT 6 191001 TOWER SIDE LIGHT FAILURE, NO NOTAM NC MINOR SERVICE ASSURANCE RBS/RIGHT OVP2/A2 RED/BLUE BTS SCAN POINT 7 (20081 1900 #1 DBU FAN FAILURE (CABLE SUPPLIED INTERNAL) NC MAJOR FIELD SERVICES RBS/RIGHT OVP2/A3 WHITE/BROWN BTS SCAN POINT 8 (20081 1900 #2 DBU FAN FAILURE (CABLE SUPPLIED INTERNAL) NC MAJOR FIELD SERVICES RBS/RIGHT OVP2/A1 WHITE/BROWN BTS SCAN POINT 9 120081 800 DBU FAN FAILURE (CABLE SUPPLIED INTERNAL) NC MAJOR FIELD SERVICES RBS/LEFT OVP1/A1 WHITE/BROWN BTS SCAN POINT 10 USER DEFINED FROM STANDARDS COLUMN A ONLY NC RBS/RIGHT OVP1/A8 RED/ORANGE BTS SCAN POINT 11 USER DEFINED FROM STANDARDS COLUMN A ONLY NC RBS/RIGHT OVP2/A4 RED/GREEN BTS SCAN POINT 12 USER DEFINED FROM STANDARDS COLUMN A ONLY NC RBS/RIGHT OVP2/A5 RED/BROWN BTS SCAN POINT 13 USER DEFINED FROM STANDARDS COLUMN A ONLY NC RBS/RIGHT OVP2/A6 RED/SLATE BTS SCAN POINT 14 USER DEFINED FROM STANDARDS COLUMN A ONLY NC RBS/RIGHT OVP2/A7 BLACK/BLUE BTS-SCAN 'POINT-15`-----CLIMATE- ALARM BBS-6102-(CABLE'SUPPLIED) - 2 ANC_= fAEiURSERVICES_ - ---= RBS/RIGHT=OVPi-/A2' -=-RED/ORANGE- BTS SCAN POINT 16 OPEN DOOR BBS 6102 (CABLE SUPPLIED) NC FIELD SERVICES RBS/RIGHT OVP1/A1 BLACK/BROWN • NC = NORMALLY CLOSED (CLOSED CONTACTS WITH NO ALARM CONDITION) ALARM WIRING SCHEMATICS N.T.S. J PREPARED FOR: - Sprint 1 INTERNATIONAL BOULEVARD SUITE #800 MAHWAH, N.J. 07495 ■GA MORRISON HERSHFIELD Tw S°uN Unleerslty Drive„ Suite 245. PlanteGon;FL21M24 Tel: 9M.!W.4655 Fax 951.5/1.4856 STATE OF FLORIDA CO# 00008508 ...° sonhershfelC.. SITE NAME: SANDS ON THE OCEAN SITE NUMBER: M154XCO15 SITE ADDRESS: 3100 OCEAN DRIVE FF. PIERCE, FL 34949 ST. LUCIE COUNTY PN°°°°A Al AU 2 ('2Qa� `C E NSF°°° NO. 62209 u o• i MORRISOf\I HEkSYLL Iki`OF ?J ° ORII ;ONA L E �� YAN WANG REGISTEREDENGINEER STATE OF FLORIDA PENMW DRAWN BY: MS DATE DRAWN: 03/1 REVIEWED BY: CC JAPPROVED BY: MH PROJECT #: 7123001.00 REVISION ALARM WIRING SCHEMATICS SHEET NUMBER: E-6 t _ 1 �� �a � -" _ !� �