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PROJECT INFORMATION 1608-0232-0215-0212
p � Fort �ierce SITE VICINITY MAP st L. r��ntv yv IW40 J?40L.4 SOLUTIONS PROJECT CONTACTS: PROJECT MANAGER- JEFF KARBONIK MOTOROLA (954) 444-5363 CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 LAT: 27' 12' 26.76" N LONG: 80° 31' 59.19" W PROPOSED 300' GUYED TOWER SITE DATE: •ti •1(p BL : ELEc: SLEC: �--- DATE:. DATE: DATE: PLUMB: PLUMB: ELE DATE: DATE: DATE: MECH: MECH: PLUMB: DATE: DATE: DATE: MECH: A ATc. 4 MOTOROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. amec 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 NO. I DATE I REVISION A 105/2-3/161 PRETJMINARY CONSTRUCTION DRAWINGS 0 06 22 16 ISSUED FOR CONSTRUCTION SEAL ``\\\\ Y,? L •ccoaaaaoeana000�a %/ D. P- . �!(� L Imo` AL. E� SH &NAME T1 COVER SHEET GENERAL REQUIREMENTS 1. GENERAL. 1.1. SUMMARY OF WORK A. THE WORK SHALL CONSIST OF, BUT NOT BE LIMITED T0, THE INSTALLATION OF SHELTER, GENERATOR, LP TANK, ANTENNAS AND LINES, GROUNDING, ELECTRICAL WORK, ETC., ASSOCIATED WiTH THE MOTOROLA EQUIPMENT AS INDICATED ON DRAWINGS AND AS SPECIFIED HEREIN. CONTRACTOR SHALL SUPPLY ALL PERMANENT MATERIALS/EQUIPMENT REQUIRED AND ALL LABOR, EQUIPMENT, TOOLS, UTILITIES, MINOR HARDWARE/MATERIALS, TRANSPORTATION AND FACILITIES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF SERVICES AND INSTALL WORK, WHETHER TEMPORARY OR PERMANENT. CONTRACTOR SHALL BE OBLIGATED TO PERFORM ALL THE WORK OUTLINED IN THESE DRAWINGS IN ACCORDANCE WiTH THE CONTRACT AGREEMENT, FEDERAL REGULATIONS, STATE REQUIREMENTS, LOCAL CODES, COMMERCIAL/INDUSTRY STANDARDS, DETAILED SCOPE OF WORK AND THE DOCUMENTS IDENTIFIED BELOW. IN CASE OF A CONFLICT BETWEEN THE ABOVE LISTED DOCUMENTS REGARDING STANDARDS OF WORK, THE MORE STRINGENT CRITERIA SHALL APPLY. ANY ADDITIONAL COSTS OR DELAYS RESULTING FROM CORRECTION OF THE WORK TO COMPLY WITH THE ABOVE REQUIREMENT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, 1.2. SiTE VISIT CONTRACTOR SHALL VISIT THE SiTE AND FAMILIARIZE ITSELF WiTH THE SCOPE OF WORK REQUIRED PER THE DRAWINGS AND ALL LOCAL CONDITIONS AND LAWS AND REGULATIONS THAT MAY IN ANY MANNER AFFECT THE PRICE, PROGRESS AND PERFORMANCE OF WORK, INCLUDING ANY COSTS ASSOCIATED OR SHALL ALSO VERIFY nSBE CONSTRUCTED ACCORDANCE K THE CONTRACT DOCUMENTS AND VINOFY THE MOTOROLA IT. THE REPRESENTATIVE OFF ANY DISCREPANCIES OR INTERFERENCES WHICH AFFECT THE W OF THIS 1.3. STANDARDS AND CODES THE FOLLOWING DOCUMENTS (LATEST REVISION) SHALL BE CONSIDERED TO BE SPECIFICATION AND ARE INCORPORATED HEREIN BY REFERENCE IN THE EVENT OF CONFLICT BETWEEN THE REQUIREMENTS OF THIS SPECIFICATION AND THE REQUIREMENTS OF THE REFERENCED DOCUMENTS, THE STRICTER SPECIFICATION SHALL GOVERN. WHERE PROVISIONS OF THE CODES AND STANDARDS ARE IN CONFLICT WiTH THE BUILDING CODE IN FORCE FOR THE PROJECT, THE BUILDING CODE SHALL GOVERN. A AMERICAN CONCRETE INSTITUTE: * ACI 301 - 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'. * ACI 305 'HOT WEATHER CONCRETING'. * ACI 306 'COLD WEATHER CONCRETING'. * ACI 318 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' * ACI 614 'RECOMMENDED PRACTICE FOR MEASURING, MIXING AND PLACING CONCRETE'. * ACI 311 'RECOMMENDED PRACTICE FOR CONCRETE INSPECTION'. * ACI 315 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'. * ACI 613 'RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR CONCRETE". B. AMERICAN NATIONAL STANDARDS INSTITUTE: * ANSI Z359 REQUIREMENTS FOR PERSONAL FALL. ARREST SYSTEMS, SUBSYSTEMS AND COMPONENTS * ANSI Z87.1 OCCUPATIONAL AND EDUCATIONAL EYE AND FACE PROTECTION * ANSI Z89.1 PROTECTIVE HEADWEAR FOR INDUSTRIAL WORKERS -REQUIREMENTS * ANSI/IEEE C95.1 SAFETY LEVELS WiTH RESPECT TO HUMAN EXPOSURE TO RADIO FREQUENCY ENERGY -*_ANCl/_n A/FTA STANDARD 222• STRUCTURAL STANDARDS FOR STEEL. ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. C. AMERICAN INSTITUTE OF STEEL UU SIKUI:IIUN * AISC MANUAL OF THE AMERICAN INSTITUTE OF STEEL.. CONSTRUCTION: LATEST EDITION D. AMERICAN SOCIETY FOR TESTING AND MATERIALS: * ASTM A615 - 'SPECIFICATION FOR DEFORMED AND PLAIN BILLET STEEL. BARS FOR CONCRETE REINFORCEMENT'. * ASTM C94-80 - 'SPECIFICATION FOR READY -MIX CONCRETE'. * ABM C39-77 - 'SPECIFICATION FOR TEST FOR COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMEN'. * ASTM C33 - 'SPECIFICATION FOR CONCRETE AGGREGATES'- * ASTM C150 - 'SPECIFICATION FOR PORTLAND CEMENT'. * ASTM C172 - 'SAMPLING FRESH CONCRETE'. * ASTM C143 - 'SLUMP OF PORTIAND CEMENT CONCRETE'. * ASTM D698-91 - 'TEST METHOD FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT'. * ASTM D1556-64 - "DENSITY OF SOIL IN PLACE BY THE SAND -CONE METHOD'. * ASTM D1557 - 'TEST FOR MOISTURE -UNIT WEIGHT RELATIONS OF SOILS AND SOIL -AGGREGATE MIXTURES USING 10-LB. HAMMER AND 18-IN. DROP' (PROCEDURE C) * ASTM D24S7 - 'STANDARD CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES (UNIFIED SOIL CLASSIFICATION SYSTEM)' * ASTM D2922 - 'DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE BY NUCLEAR METHODS SHALLOW DEPTH'. * ASTM D2940 - 'STANDARD SPECIFICATION FOR GRADED AGGREGATE MATERIAL FOR BASES OR SUB -BASES FOR HIGHWAYS OR AIRPORTS' E. AMERICAN WELDING SOCIETY. * AWS D12,1 - 'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION'. F. CONCRETE REINFORCING STEEL INSiITM' * 'MANUAL OF STANDARD PRACTICE' G. FEDERAL AVIATION ADMINISTRATION: * DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR, AC 70/7460-1G: OBSTRUCTION MARKING AND LIGHTING. * DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR, 150-5345-43, FWDOD SPECIFICATION L-856: HIGH INTENSITY OBSTRUCTION LIGHTING SYSTEMS. H. FEDERAL COMMUNICATIONS COMMISSION: * FEDERAL COMMUNICATIONS COMMISSION - RULES AND REGULATIONS PART 17: CONSTRUCTION, MARKING AND LIGHTING OF ANTENNA STRUCTURES. I. STRUCTURAL STEEL PAINTING COUNCIL- * SSPC-SP-1-63: SPECIFICATION FOR PAINTING STEEL STRUCTURES. J. MOTOROLA R56 STANDARDS AND GUIDELINES FOR COMMUNICATIONS SiTS (B VERSION 2005). K. MOTOROLAS CIVIL WORKS BID SPECIFICATIONS L NATIONAL FIRE PROTECTION ASSOCIATION: * NFPA 1 - FIRE PREVENTION CODE * NFPA 70 - NATIONAL ELECTRICAL CODE * NFPA 101 - LIFE SAFETY CODE * NFPA 111 - STANDARD ON STORED ELECTRICAL ENERGY, EMERGENCY AND STANDBY POWER SYSTEMS * NFPA 780 - STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS M. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION: * OSHA 1926 * OSHA DIRECTIVES CPL 2-1.29 - INTERIM INSPECTION PROCEDURES DURING COMMUNICATION TOWER CONSTRUCTION ACTMiiES. N. LOCAL BUILDING CODES * 2014 FLORIDA BUILDING CODE (5TH EDITION) * 2011 NEC * ASHRAE 9D-1-2DO4 1.4. NOTICE TO PROCEED WHEN THE SiTE IS READY FOR INSTALLATION, MOTOROLA SHALL ISSUE A NOTICE TO PROCEED TO THE CONTRACTOR. UPON RECEIPT OF THE NOTICE OF PROCEED, THE CONTRACTOR SHALL SUBMIT TO MOTOROLA A SCHEDULE REFLECTING THE WORK PLAN. THE CONTRACTOR SHALL ADVISE THE MOTOROLA REPRESENTATIVE IMMEDIATELY OF ANY SCHEDULE CHANGES. THE CONTRACTOR SHALL ADJUST HIS WORK, AS REQUIRED, TO COORDINATE WITH THE MOTOROLA INSTALLATION TEAM IF THE SCHEDULES OVERLAP. 1.5. MOTOROLA REPRESENTATIVE MOTOROLA SHALL DESIGNATE A REPRESENTATIVE. THIS PERSON IS THE ONLY CONTACT POINT AUTHORIZED TO MAKE ANY CHANGES TO THE CONTRACT PROVISIONS OR THE PLANS AND SPECIFICATIONS. ANY CHANGES MADE BY THE CONTRACTOR ARE AT THE CONTRACTORS RESPONSIBILITY AND RISK. 1.6. CONTRACTORS FIELD REPRESENTATIVE CONTRACTOR SHALL ASSIGN A FIELD REPRESENTATIVE WHO IS FAMILIAR WiTH THESE SPECIFICATIONS AND WILL REPRESENT THE CONTRACTOR AND HAVE THE AUTHORITY TO ACT FOR THE CONTRACTOR AND SUPERVISE ALL CONSTRUCTION ACTMTiES. THE FIELD REPRESENTATIVE SHALL BE AVAILABLE WHEN CONSTRUCTION ACTMTiES BEGIN. THE FIELD REPRESENTATIVE SHALL BE THE PRIMARY POINT OF CONTACT FOR MOTOROLA DURING THE CONSTRUCTION PHASE OF THE WORK. 1.7. PROJECT MEETINGS THE CONTRACTOR SHALL CONDUCT THE INiTIA(PRE-CONSTRUCTION) MEETING (INCLUDING ALL SUB -CONTRACTORS) WiTH THE MOTOROLA REPRESENTATIVE NrrHIN-TWO-WfFXS-AFTER-AWARD_OF THE CONTRACT. SUBSEQUENTLY, THE CONTRACTOR SHALL PROVIDE PROGRESS SCHEDULE UPDATES TO MOTOROLA ON A WEEKLY BASIS. 1.8. MATERIALS CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE SYSTEMS INCLUDING: ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO MOTOROLA'S ACCEPTANCE. MATERIALS AND WORKMANSHIP SHALL BE THE BEST OF THEIR RESPECTIVE KINDS (AS DEFINED BY INDUSTRY STANDARDS), FREE OF DEFECTS AND ALL MATERIALS SFWl BE NEW AND UNUSED IN ALL CASES, UNLESS OTHERWISE SPECIFIED. WHERE THE NAME OF A CONCERN OR MANUFACTURER IS MENTIONED ON DRAWINGS OR IN SPECIFICATIONS IN REFERENCE TO A REQUIRED SERVICE OR PRODUCT, AND NO QUALIFICATIONS OR SPECIFICATION OF SUCH IS INCLUDED, THEN THE MATERIAL SPECIFICATIONS, DETAILS OF MANUFACTURE, FINISH, ETC., SHALL BE IN ACCORDANCE WITH MANUFACTURER'S STANDARD PRACTICE, DIRECTION OR SPECIFICATIONS. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S / VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE 1.9. VERIFICATION OF EXISTING CONDITIONS BEFORE STARTING ANY OPERATION, THE CONTRACTOR SHALL EXAMINE EXISTING WORK, OR WORK PERFORMED BY OTHERS, TO WHICH iTS WORK IS TO ADJOIN OR BE APPLIED, AND SHALL REPORT TO MOTOROLA PROJECT MANAGER ANY CONDITIONS THAT WILL PREVENT SATISFACTORY ACCOMPLISHMENT OF HIS WORK. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL SURVEY DATA AS INDICATED IN THE PLANS AND SPECIFICATIONS AND/OR AS PROVIDED BY MOTOROLA. SHOULD THE CONTRACTOR DISCOVER ANY INACCURACIES, ERRORS, OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY NOTIFY THE MOTOROLA REPRESENTATIVE IN ORDER THAT PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ORDERED. FAILURE TO NOTIFY THE MOTOROLA REPRESENTATIVE OF DEFICIENCIES, ERRORS OR FAULTS PRIOR TO COMMENCEMENT OF WORK SHALL CONSiITUTE ACCEPTANCE THEREOF AND WAIVER OF ANY CLAIMS OF UNSUITABILITY, ERRORS, OMISSIONS OR INACCURACIES. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PRESERVING ALL ESTABLISHED SURVEY CONTROL POINTS. IF THE CONTRACTOR OR ANY OF HIS SUB -CONTRACTORS MOVE OR DESTROY ANY SURVEY CONTROL POINTS, THE COST INCURRED BY THE LAND OWNER OR MOTOROLA TO RE-ESTABLISH THEM WILL BE BORNE BY THE CONTRACTOR. WOT®ROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 r , - AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. a m e c 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 I NO. 1 DATE I REVISION ti I SEAL ```o�;ii45414i! 6@@dFfly7�s`s so - a B e�+ �pNo. 19390 ON SHEET NO. & NAME T2 GENERAL NOTES 1.10. PERMITS THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WiTH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INS9M SHALL BE IN STRICT ACCORDANCE WiTH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. THE CONTRACTOR SHALL MEET ALL OF THE REGULATORY REQUIREMENTS OF THE JURISDICTION GOVERNING CONSTRUCTION. 1.11. SITE INSPECTION BY MOTOROLA THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY FOR ARRANGING WITH MOTOROLA FOR AN INSPECTION PRIOR TO COVERING UP ALL WORK THAT WILL BE COVERED IN FINISHED CONDITION. iT IS THE CONTRACTOR'S RESPONSIBILITY TO MANAGE THE SEQUENCE OF WORK AND REQUEST THE INSPECTIONS IN A TIMELY MANNER. THE CONTRACTOR SFWl NOT REQUEST AN INSPECTION UNLESS ALL OF THE RELATED WORK HAS BEEN COMPLETED. WORK SHALL NOT PROCEED TO THE NEXT STEP UNTIL THE PREVIOUS STEP HAS BEEN INSPECTED AND APPROVED BY THE LOCAL INSPECTORS AND THE MOTOROLA REPRESENTATIVE THE PRESENCE OF THE OWNER OR MOTOROLA REPRESENTATIVE ON THE JOB SiTE IN NO WAY RELIEVES THE CONTRACTOR OF THE ASSOCIATED RESPONSIBILITIES OF THE JOB. ANY WORK WHICH DOES NOT MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE CORRECTED OR REMOVED SOLELY AT THE CONTRACTOR'S EXPENSE THE FOLLOWING INFORMATION IS INCLUDED AS A GUIDE TO THE CONTRACTOR TO ASSIST IN DETERMINING THE TYPE AND FREQUENCY OF INSPECTIONS. THE LISTED INSPECTIONS REPRESENT THOSE REQUIRED FOR SMALL OR SIMPLE PROJECTS. LARGE OR COMPLEX PROJECTS MAY REQUIRE ADDITIONAL INSPECTIONS DEPENDING ON THE SEQUENCE OF WORK. • FOUNDATIONS EXCAVATION AND REBAR' TO BE MADE AFTER TRENCHES ARE EXCAVATED AND FORMS ERECTED, REINFORCEMENT PLACED, COMPACTION TESTED, SOIL TREATED, VAPOR BARRIER PLACED, AND ESSENTIALLY READY FOR CONCRETE PLACEMENT • GROUNDING: TO BE MADE AFTER THE BELOW GROUND CADWELD CONNECTIONS HAVE BEEN COMPLETED, PRIOR TO COVERING UP THE TRENCHES • ELECTRICAL WORK WITHIN WALLS: TO BE MADE AFTER THE ROOF, FRAMING, FIREBLOCKING AND BRACING IS IN PLACE PRIOR TO THE INSTALLATION OF INSULATION OR WALL/CEIUNG MEMBRANES. AS A GENERAL RULE, THE CONTRACTOR SHALL PROVIDE ADVANCE NOTICE TO MOTOROLA FOR INSPECTION OF ALL WORK PRIOR TO CONCEALMENT. THE CONTRACTOR HAS RESPONSIBILITIES RELATIVE TO ALL TYPES OF INSPECTIONS AND IS RESPONSIBLE FOR CONTACTING ALL OF THE INSPECTING ENTITIES TO DETERMINE HIS RESPONSIBILITIES. ALL OF THESE INSPECTING ENTITIES HAVE UNIQUE AND SEPARATE RESPONSIBILITIES. ONE INSPECTION FROM AN ENTITY WILL NOT SUBSTITUTE FOR AN INSPECTION FROM ANOTHER ENTITY. 1.12. SAM THE CONTRACTOR, HIS EMPLOYEES, ANY SUB -CONTRACTORS, VENDORS, THEIR RESPECTIVE EMPLOYEES AND CONTRACTOR'S VISITORS SHALL COMPLY WITH ALL SAFETY STANDARDS, ACCIDENT PREVENTION REGULATIONS AND ENVIRONMENTAL REGULATIONS PROMULGATED BY FEDERAL, STATE OR LOCAL AUTHORITIES WAVING JURISDICTION AND SHALL AT ALL TIMES CONDUCT ALL OPERATIONS UNDER THE CONTRACT IN A MANNER TO AVOID THE RISK OF BODILY WARM TO ANY PERSONS AND THE RISK OF DAMAGE TO ANY PROPERTY, EQUIPMENT OR MATERIAL SUCH PARTIES SHALL ALSO COMPLY WITH ANY SAFETY PROGRAMS AND/OR RULES PROMULGATED BY OWNER AND/OR MOTOROLA. 1.13. ELECTRO MAGNETIC EMISSIONS THE CONTRACTOR SHALL ACKNOWLEDGE ALL OR PORTIONS OF THE WORK MAY INVOLVE -POSSIBLE EXPOSURE -OF -CONTRACTOR,, SUB -CONTRACTORS, AND THEIR RESPECTIVE EMPLOYEES, AGENTS, INVITEES, LICENSEES AND OTHER VISITORS TO THE JOBSiTE AND/OR MOTOROLA PREMISES TO ELECTRO-MAGNETIC ENERGY ('EiAE') WHILE PERFORMING WORK UNDER THIS CONTRACT, ESPECIALLY IF WORK IS PERFORMED ON EXISTING ANTENNA TOWERS OR BUILDING TOPS WHERE ANTENNAS ARE LOCATED. THE CONTRACTOR REPRESENTS THAT CONTRACTOR, SUBCONTRACTORS, AND ALL OF THEIR RESPECTIVE EMPLOYEES, AGENTS, INVITEES, LICENSEES, AND OTHER AUTHORIZED REPRESENTATIVES WHO ARE PERFORMING SERVICES UNDER THIS AGREEMENT WILL COMPLY WiTH ALL ANSI AND ANY OTHER APPLICABLE ENE STANDARDS, RULES OR REGULATIONS, INCLUDING, BUT NOT LIMITED TO THOSE RULES OR REGULATIONS IMPOSED OR SUGGESTED BY MOTOROLA, IF ANY. TO: -- ---THE CONTRACTOR SHALL ADHERE TO ALL OSHA RULES, REGULATIONS AND ADOPTED POLICIES. ALL CONTRACTOR PERSONNEL SHALL HAVE UNDERGONE ELECTROMAGNETIC ENERGi' (EME) TRAINING FOR PERSONNEL WORKING IN THE VICINITY OF ACTIVE ANTENNAS. AS SUCH iT IS RECOMMENDED THAT RF MONITORS BE USED BY THE TOWER PERSONNEL TO MONITOR EXPOSURE LEVELS. IF EME LEVELS AT THE SiTE EXCEED THE MAXIMUM PERMISSIBLE EXPOSURE LIMITS, THE CONTRACTOR SHALL COORDINATE WiTH THE INDIVIDUALS RESPONSIBLE FOR USE OF THE TRANSMITTER TO MAKE SURE THAT THE EQUIPMENT IS DEAD NATED BEFORE WORK CAN BE RESUMED, WITHOUT CAUSING A SERIOUS DISRUPTION OF THE SERVICE 1.14. SITE CLEANUP THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, VEGETATION, AND RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. WHENEVER THE WORK -SITE IS LEFT UNATTENDED, THE CONTRACTOR SHALL BLOCK THE OPENING WiTH WARNING TAPE TO DISCOURAGE TRESPASSING. THE PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE AT THE CONCLUSION OF SiTE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE GRADING AND SEEDING OF THE DISTURBED SOIL THE CONTRACTOR SHALL USE LOCAL GRASS SEED TO STABILIZE SOIL AND SHALL COVER DISTURBED AREAS WiTH HAY MULCH TO REDUCE RUNOFF OF SEDIMENT TO DOWNSTREAM AREAS. THE CONTRACTOR SHALL RESTORE THE SiTE TO iTS ORIGINAL CONDITION. ALL SLOPES AND DISTURBED AREAS NOT RECEIVING AGGREGATE SURFACING ARE TO BE PREPARED AND BROADCAST SEEDED AND FERTILIZED FOR EROSION PROTECTION. SEEDING FOR AREAS DISTURBED SHALL BE ESTABLISHED SEASONALLY AS REQUIRED BY LOCAL CODES. THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE OR INTERRUPTION OF EXISTING UNDERGROUND OR OVERHEAD ELECTRIC SERVICES, UNDERGROUND GROUNDING AND FUEL LINES, EQUIPMENT AND BUILDINGS ON THE SiTE, PLUS OFF SiTE SERVICES, BURIED OR OVERHEAD, SURROUNDING THE EXISTING OR EXPANDED COMPOUND. ANY PROPERTY DAMAGE CAUSED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE CORRECTED AND/OR RESTORED TO THE SATISFACTION OF THE PROPERTY OWNER(S) AND MOTOROLA AT NO ADDITIONAL COST TO THE PROPERTY OWNER OR MOTOROLA. 1.15. FACILITY STARTUP & COMMISSIONING THE CONTRACTOR AND/OR SUB -CONTRACTORS SHALL DEMONSTRATE TO MOTOROLA THAT ALL SYSTEMS AND SUB -SYSTEMS INSTALLED UNDER THIS CONTRACT, OPERATE PROPERLY PRIOR TO THE FINAL ACCEPTANCE INSPECTION. PROVIDE THE OPERATIONS AND MAINTENANCE MANUALS AT THIS TIME 1.16. AS -BUILT DRAWINGS THE CONTRACTOR SHALL KEEP UP-TO-DATE MARKED -UP PRINTS OF THE PROJECT DRAWINGS. UPON COMPLETION OF WORK AT THE SiTE, THE CONTRACTOR SHALL REVIEW THE COMPLETED AS -BUILT DRAWINGS, AND ASCERTAIN THAT ALL DATA FURNISHED ON THE DRAWINGS IS ACCURATE AND TRULY REPRESENTS THE WORK AS ACTUALLY INSTALLED. MARKINGS INDICATING CHANGES TO THE DRAWINGS SHALL BE RED OR GREEN AND CLEARLY VISIBLE TWO (2) SETS OF 'ITS -BUILT' DRAWINGS SHALL BE FURNISHED TO THE MOTOROLA REPRESENTATIVE AT THE COMPLETION OF THE PROJECT. THESE DRAWINGS SHALT. ALSO SHOW THE FOLLOWING: • MODIFICATIONS TO SiTE LAYOUT. • GROUNDING SYSTEM LAYOUT. • UNDERGROUND FUEL LINE RUN. UNDERGROUND TELCO CABLE RUN. • UNDERGROUND ELECTRICAL RUN. WHERE THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE SiTE EQUIPMENT (ISOLATION TRANSFORMER, ETC.) THAT REQUIRES PERIODIC MAINTENANCE, THE CONTRACTOR SHALL INCLUDE ALL OPERATION AND MAINTENANCE MANUALS AND ALL AS -BUILT DRAWINGS WHICH FULLY DESCRIBE THE ACTUAL INSTALLED EQUIPMENT. 1.17. TEST PROCEDURES AND RESULTS THE CONTRACTOR IS REQUIRED TO SUBMIT THE RESULTS OF ALL TESTS REQUIRED BY THE PROJECT SPECIFICATIONS AND DRAWINGS THAT FALL WITHIN HIS SCOPE OF WORK TO THE MOTOROLA REPRESENTATIVE WITHIN FIVE (5) DAYS OF THE TEST. THE CONTRACTOR IS REQUIRED TO SUBMIT TEST PROCEDURES NINETY (90) DAYS PRIOR TO THE TESTS BEING CONDUCTED. IN GENERAL, THE CONTRACTOR SHALT. SUBMIT THE FOLLOWING TEST RESULTS: • CONCRETE COMPRESSION TEST FOR ALL CONCRETE WORK. • TIME DOMAIN REFLECTOMETER (TDR) / SWEEP TEST FOR ANTENNA AND TRANSMISSION LINE INSTALLATION WORK. • FUEL LINE LEAKAGE TEST FOR FUEL TANK AND PIPING INSTALLATION WORK. • SLUMP TEST FOR CONCRETE WORK. • GROUNDING RESISTANCE TEST FOR GROUNDING WORK. • ANY OTHER TEST THAT MAY BE REQUIRED. 1.18. CONTRACT CLOSEOUT THE MOTOROLA REPRESENTATIVE WILL PROVIDE A CERTIFICATE OF COMPLETION AND APPROVE FINAL PAYMENT WHEN ALL PUNCH -LIST ITEMS HAVE BEEN CORRECTED AND ALL SYSTEMS ARE ACCEPTABLE AFTER FINAL PAYMENT, CONTRACTOR WILL SIGN A RELEASE OF LIEN. 1.19. WARRANTY ALL WORK PERFORMED BY THE CONTRACTOR IN COMPLETING THE SCOPE IDENTIFIED ON THE DRAWINGS SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL COMPLETION OF THE PROJECT. THIS GUARANTEE SWILL COVER ALL MATERIALS, EQUIPMENT OR WORKMANSHIP WHICH IN THE OPINION OF MOTOROLA IS RENDERED DEFECTIVE OR -INFERIOR OR NOT IN ACCORDANCE WiTH THE TERMS OF THE CONTRACT DURING THE GUARANTEE PERIOD. IF, WITHIN THE GUARANTEE PERIOD, REPAIRS OR -CHANGES -ARE -REQUIRED -TO -CORRECT THE GUARANTEE WORK, THEN UPON RECEIPT OF NOTICE, THE CONTRACTOR SHALL PROMPTLY AND WITHOUT EXPENSE TO MOTOROLA OR COUNTY, PROCEED - • PLACE IN SATISFACTORY CONDITION ALL OF SUCH GUARANTEED WORK AND CORRECT ALL DEFECTS THEREIN. • MAKE GOOD ALL DAMAGES TO THE STRUCTURE OR SiTE OR EQUIPMENT OR CONTENTS THEREOF, WHICH, IN THE OPINION OF THE MOTOROLA, IS THE RESULT OF THE USE OF MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH ARE INFERIOR, DEFECTVE, OR NOT IN ACCORDANCE WiTH THE TERMS OF THE CONTRACT; • MAKE GOOD ANY WORK, MATERIALS OR EQUIPMENT, AND ADJACENT STRUCTURES DISTURBED IN FULFILLING THE GUARANTEE 4) AfVIOTOAROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 DRAWN: C.F. SANDERS I CHECKED: J. GILMER APPROVED: J.D. PAGE DATE: D2/23/15 AMEC FOSTER WHEELER ENVIRONMENTAND RASST UC NFRE, INC. a m e c r" 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 I NO. I DATE I REVISION 1 ISSUED SEAL ®, 7 STATE%gyp '� Fs OR ID \ `<J ©ndALEN • NO. & T3 GENERAL NOTES e SURVEYOR'S NOTES TOPOGRAPHIC SURVEY SURVEYOR'S CERTIFICATION EXTENDS ONLY TO THE TOPOGRAPHIC ASPECTS. TOPOGRAPHIC SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS NOT TO BE RECORDED OR USED TO CONVEY PROPERTY. DATE OF FIELD SURVEY 01-12-16. CONTOUR INTERVAL IS 1-FOOT. DATUM HORIZONTAL NAD83 (2011) ESTABLISHED BY GPS OBSERVATIONS VERTICAL NAVD88 ESTABLISHED BY GPS OBSERVATIONS MEASUREMENTS: U.S. SURVEY FEET EQUIPMENT STATEMENT CONVENTIONAL MEASUREMENTS OBTAINED WITH A TOPCON GPT-300 TOTAL STATION. GPS POSITIONS OBTAINED WITH TOPCON HIPER XT GPS RECEIVERS (SERIAL 362-0107 & 362-0054). TIRE THIS PROPERTY MAY BE SUBJECT TO EASEMENTS, RESERVATIONS, RIGHTS OF WAY OR ANY SIMILAR MATTERS THAT WOULD BE DISCLOSED BY A TITLE SEARCH. THEREFORE EXCEPTION IS TAKEN TO ALL MATTERS OF TITLE. N/F CITY OF PORT ST LUCIE PART OF SE 1/4 OF SE 1/4 PID:4233-111-0001-000-6 x25.5 r x 25.4 � l2 I . x2 x E 2 x I x2 .5 a. III I I1 Q ` .2 x 2E yw I x2 .I 1 x2 11 x2E x2 . FLOOD ZONE BASED ON GRAPHICAL INTERPRETATION THIS PROPERTY IS SITUATED ON A MAP x 2 x 2t THAT IS NOT PRINTED BY FEMA, BUT DEPICTED ON THE NFIP FLOOD INSURANCE N/F ( x 2 RATE MAP NO. 12111C0375J, HAVING AN UNKNOWN EFFECTIVE DATE. USER OF C - -LUCIE I I THIS INFORMATION IS CAUTIONED THAT A MORE PRECISE FLOOD DELINEATION MAY PIT: 4215333CITY OF PORT 0ST ST LU IE 1 II BE NECESSARY. G DB 3639 PG 2060 w x 2 j I x 2.. UTILITIES SURFACE AND SUB -SURFACE UTILITIES SHOWN HEREON ARE BASED UPON SURFACE OBSERVATIONS AND PUBLIC RECORDS. AMEC E&I, INC. (AMEC) PROVIDES THIS SERVICE IN AN EFFORT TO REDUCE RISK. HOWEVER, DUE TO THE NATURE OF THIS TYPE OF WORK AMEC CANNOT GUARANTEE ABSOLUTE ACCURACY OR THAT THERE ARE NO OMISSIONS IN LOCATING UNDERGROUND UTILITIES. THEREFORE AMEC DISCLAIMS ALL LIABILITY FOR ANY DAMAGES BASED ON UTILITY INFORMATION PROVIDED BY THIS SURVEY. USER OF THIS INFORMATION ASSUMES ALL RISK AND NOTICE IS HEREBY GIVEN THAT 'KNOW WHAT'S BELOW - CALL BEFORE YOU DIG' UTILITY LOCATION SERVICE (811) IS TO BE NOTIFIED PRIOR TO ANY EXCAVATION OF THE SITE AS REQUIRED BY LAW. STREAMS BODIES OF WATER. & WETLANDS ALL STREAMS, BODIES OF WATER, AND WETLANDS MAY BE SUBJECT TO STATE, COUNTY, AND LOCAL BUFFERS OR RESTRICTIONS. SURVEYOR MAKES NO INTERPRETATION REGARDING THESE BUFFERS OR RESTRICTIONS. USER OF THIS SURVEY-IS-CAUTIONEDTO-CONSULT_WTTH THE APPROPRIATE GOVERNING AUTHORITIES CONCERNING POSSIBLE BUFFERS OR -RESTRICTIONS DRAWING PRESENTATION FOR DRAWING CLARITY SOME OBJECTS OR SYMBOLS MAY NOT BE DRAWN AT ACTUAL SCALE. THIS SHOULD BE TAKEN INTO CONSIDERATION WHEN OBTAINING SCALED DATA OR IN UTILIZING THE CAD FILE THIS DRAWING ORIGINATED FROM FOR DESIGN PURPOSES. CERTIFICATION THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE FOR THE CLIENT NAMED HEREON AND REPRESENTS A SPECIFIC SCOPE OF SERVICES. ANY USE 8Y THIRD PARTIES IS AT THEIR OWN RISK. x2 Q � LO I 04 I C) I ( x 25 x25.14 x21 1 I 1 x 25 x 21ij 1 x2 x2 2 x2 Ill >x 25 0 I I I i 0x25 x2� 17- -2 5.4I U DB 3639 PG 2060 xZ.4 x24.4 x24. x2c4_5 x24.3 x24�.6 7 x2 xxA5 \` x24.)3� -x2) 7 r' 1, x24 r x 23.8 / " jl /' ��), I �2.i I (( x 25.3 x21 I ( ' x23. I x24 1I x 240 x24. ' 1 I �� / x2 x25.6 f 11 II I 24(� I11 > 11 x246 N x2�1 ( x2 • I I� x2 I� (I x i 25.9 x 24�7� 1� � I , I I � � x 24. 31 x x 2 i II 24.17 x2 x2 U 4I.i11 1 1'� x 24I8 ( i x 2Z11 , 1 I 1 1 x 25.8 11 11 1 xZl�l x21 1 x24.8 x246 x2471 14 I N v 11 x2 1 I N x248 N I x25.8 1 v0 N x24.7 I x25I•' b 'I x 2 I j (�%j Ir 247 I x 25.E x2 a x2471 0 x 241, { x 25� x 24.5 I 1I Nx 2 x2 x248 I 1 (I x25.: 1 ( x x 24.8I x 24I x 24.J x 24. I i I x 24{.8 14 ►1 x 2 .:11 I 24j8 I 1 II x 25.- IX x 2^I a x 24 81 x 24.� x 25.Q1 ' 1 24� 7 �1i I �5I x 2418 j 1 1 1 x 25.- I 24I8 x 24L x 24� x 24.9, 0 x 1 x 25 L I x2 (.1 � x - L O CA Tl ON MAP NOT TO SCALE LEGEND SYMBOLS -0- POWER POLE Q MONUMENT FOUND (DESC) • MONUMENT SET (DESC) SITE BENCHMARK LINE TYPES - - -939- - EXISTING CONTOUR X FENCE (TYPE) PROPERTY / RIGHT-OF-WAY LINE - - E - - OVERHEAD POWER I ) �� '�11 -x-24. -i-I I- I 1 x 2 I I I x 25.i11 I x 25. ----- I l.) o�!--- --- - ti x2 01 li; i ,+ x24 60. x25. \ s� I \ V �OQ� x ' I 1 ��A 1 \ 1 lQ 2�.13 x 2 (` I OS'�c 1 26.1 J I \\\ x 25.: I4; L fL I� x 2 .t7i �J I x 25. \� x 25.2 25 � \ \\ x 2� - x_2�0 x 25.6�� 1 CONCRETE \ `� x 26.. MONUMENT No. 4 REBAR EL: 284 100 0 100 200 SCALE IN FEET: 1 "=100' SECTION 33, TOWN -SHIP 37S, RANGE 38E, ST. LUCIE CO., FLORIDA ABBREVIATIONS DB DEED BOOK - N/F - -_ NOW --OR FORMERLY - PB PLAT BOOK PG PAGE x 2�j 3 x 1r25-1 25.2/ x 26.4 1 x 26.2 , Jx 26.3 Z6 7 APPROXIMATE -DIRT 60D NAIL ( R/W) EL: 26.40' CIPROPOSED GUY TOWER LAT: N 27° 12' 26.76" LONG: W 80' 31' 59.19" ELEV: 25' CANAL C-23 DOUG CRUSE, FL PSM 6818 r� VALID WITH, Ui'SEAL'AND ORIGIN SIGN FOR THE FIRM AMEC FOSTER WHEELER NO. DATE REVISION AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. 1075 BIG SHANTY ROAD, SUITE 100 amec KENNESAW, GA 30144 { PHONE: (770) 421-3400 foster FAX: (770) 421-3486 wheeie © MOTORO" SOLUTIONS 8000 WEST SUNRISE BLVD. PLANTATION, FLORIDA 33322 PHONE: (954) 723-5000 CITY WEST- ST. LUCIE COUNTY FLORIDA RANGE LINE RD PORT ST LUCIE, FL 34984 S R 1 SITE TOPOGRAPHIC SURVEY AMEC PROJECT NO: 6166-16-0016.100.04 I DRAWN BY: B. WCHELL I CHECKED BY: K. FULLERTON .SANDERS EMSTING CANAL -I J J�.� �` J CA — I Sl E — — — — E —' a �cj E_— - ' SITE LAYOUT PLAN 60 0 60 C1 - SCALE: 1-" = 60'-0' - SCALE: 1" = 60' x X- X -' x� x N TH ' l I o x I 2'-fi x I I 1 � x 11•-0' ; I j x I Lx x---- x x_ x -x X I ' ENLARGED LAYOUT C1 SCALE: 1" = 20'-0' 20 0 20 SCALE: 1 " = 20' 4D MOTOMOL,.4 SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC FOSTER WHEELER ENVIRONMENTAND INFRASTRUCTURE, INC. amec 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 NO. I DATE I REVISION SEAL SHEET NO. k NAME C1 SITE LAYOUT _ . - --- - - - - PLAN �11 ■ m 24'-0` SHELTER FOUNDATION C3 SCALE: N.T.S. • CONTRACTOR SHALL MOUNT GENERATOR TO CONCRETE FOUNDATION ACCORDING TO MANUFACTURER'S SPECIFICATIONS. • CONTRACTOR SHALL VERIFY DIMENSIONS WITH SPECIFIC GENERATOR PROVIDED. 10'-0' z GENERATOR FOUNDATION C3 SCALE: N.T.S. //\/\ CONCRETE SHALL BE 3000 PSI, AIR ENTRAINED WITH THE NEUTRALIZED VINSOL SERIN, DARD( AEA OR SIKA AEA THE AIR ENTRAINED AGENT SHALL COMPLY WITH ASTM C260, LATEST EDITION WITH MINIMUM ENTRAINED AIR OF 3% TO 5%. 3/4'x3/4' CHAMFER (IYP.) 1/2' PREFORMED JOINT FILLER2#4 AROUND PERIMETER WALL WELDED WIRE FABRIC 6x6-W10xW10 SLAB REINFORCEMENT 6' THK. CONCRETE PAD TO LOCATED IN UPPER REF. PLAN lit THIRD OF SLAB 6' MIN. COMPACTED CRUSHED AGGREGATE homL 1. CONTRACTOR SHALL GRADE SITE TO PROVIDE LEVEL FOUNDATION FOR SHELTER. 2. CONCRETE COMPRESSIVE STRENGTH 3000 P.S.I. MINIMUM. ZE I ZV 6'x6' MIN. PERIMETER f CHAMFER L6' MIN. COMPACTED CRUSHED AGGREGATE 314 AROUND PERIMETER WALL BASE 13 STIRRUP p. 0 ;' 0 18' O.C. (NOTE 2) A SECTION C3 SCALE: N.T.S. PROPOSED GENERATOR/ FUEL TANK MOUNTED TO CONCRETE FOUNDATION. MOUNT TO FOUNDATION PER MANUFACTURER'S REQUIREMENTS. 6' CRUSHED STONE OVER GEOTE)MLE OR TO MATCH EXISTING COMPOUND FINISHED GRADE I7(TEND GEOTE)MLE FABRIC AND STONE 6' / BEYOND EDGE OF SLAB. '�- "��N--r :? ?"j-,,sue"^ n<.i-i. `` �,."� ,. .�.:."✓: •,,�� '�C�k_�°" 'aiu C�,i•= �°'�_: \ `.` ' ;"•,: :._; ;w _. ' \ \\/� EMBEDMENT : \ \ /\ x '/1 B SECTION C3 SCALE: N.T.S. 4D MOTOROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. am e C ' 1075 BIG SHANTY ROAD, SUITE 100 foster KENNESAW, GA30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 NO. I DATE I REVISION A 1054W161 PRELIMINARY CONSTRUCTION DRAWING: 0 106/22/161 ISSUED FOR CONSTRUCTION �\\U61dt116F7i1t/eee cis ®. ^NoA1939 � 'a. 40R10�` A C3 FOUNDATION DETAILS IIF E� SCALE: N.T.S. i 2'-O'CLEAR � I _ WAVE GUIDE BRIDGE - ANDREW fa-1<410-B21 (OR APPRDVED EQUAL) - - - p -- -- _ _ TRAPEZE KIT- ANDREW #WWB-T24-3 (OR APPROVED EQUAL) COAX TERMINATOR FRAME PER PROJECT MANAGER'S INSTRUCTIONS --1/2'0 U-BOLT L2x2xi/4 BRACE (TYP•) SEE_DERIL 'A' 1 L3x3x1/4 X-BRACE 5/8'0 STD. BOLT (TYP•) i--3'0 STD. PIPE 1. THE ICE BRIDGE AND FOUNDATION 1 HAS BEEN DESIGNED FOR AN I i ULTIMATE DESIGN WIND SPEED OF 170 MPH, EXPOSURE CATEGORY D, ) I : �; . 1 77- AND STRUCTURAL CLASS III BASED ON FIGURE 16099 OF THE 2014 cc FLORIDA BUILDING CODE, AND THE I �: SPECIFIC GEOGRAPHIC LOCATION OF THE TOWER. 2. CONCRETE SHALL BE 40DO PSI. "' 3. ALL CARBON STEEL. AND CONNECTED PARTS TO BE HOT DIPPED GALVANIZED. 3 ICE . BRIDGE ELEVATION- . FRONT C4 SCALE: N.T.S. SNAP -IN HANGER - MIS jSH-U78 fna eooan M rni ul 1 vrntw TRAPEZE KIT - ANDREW -T24-3 (OR APPROVED EQUAL) 2 TRAPEZE KIT DETAIL C4 SCALE: N.T.S. 3' STD. PIPE 4'x4'xt/4' THK TAB PLATE WITH HOLE TO RECY 5/8.0 BOLT Y1.2x2x1/4 �L2x2x1/4 4 SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC FOSTER WHEELER I �Ifvlv ENVIRONMENT AND amec INFRASTRUCTURE, INC. 1075 BIG SHANTY ROAD, _ ' foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 NO. DATE REVISION A PRELIMINARY CONSTRUCTION DRAWINGS 0 INN! ISSUED FOR CONSTRUCTION 1 REVISED PER COMMENTS SHEET NO. & NAME C4 ICE BRIDGE DETAILS 0 USE MULCH SEED AND TOP SOIL ON SLOPES BETWEEN.4.1 & 6:1 WOODEN 1^ 6' MAX O.C. _ 1 POST SLOPE HINGE POINT VARIES z Z FABRIC 3'-0' MULCH MOTOROL� r FABRIC J00 SOLUTIONS M a M 20 N FLOW TOP SOIL 8000 W. SUNRISE BLVD GRADE EROSION CONTROL GRADE " FILTER CLOTH OR PLANTATION, FL 33322 z 6' z io l FABRIC 12• - - PHONE: (954) 723 5000 s I TRENCH c —WOODEN m �2' POST L___-- ST. LUCIE COUNTY - (TYP) SIDE VIEW "om�' '�Iwl FRONT VIEW ORIGINAL GROUND COMPACTED CITY WEST EMBANKMENT RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC PROJECT NO: 6166-16-0015.100 DRAWN: C.F. SANDERS CHECKED: J. GILMER SILT FENCE DETAIL — Shc TYPE A 2 SLOPE EROSION CONTROL SEED APPROVED: J.D. PAGE DATE: 02 23 16 C5 SCALE: N.T.S. C5 SCALE: N.T.S. AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. am e c 1075 BIG SHANTY ROAD, + SUITE 100 f OS ler KENNESAW, GA30144 SOIL EROSION CONTROL NOTES: wheeler FAX: (770)4 13486400 1. ALL UNDERGROUND UTILITY STRUCTURES SHALL BE PROTECTED BY HAY BALE FILTERS, UNTIL GRAVEL/PAVEMENT HAS BEEN INSTALLED, OR UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. N0. DATE REVISION 2. CONTRACTOR SHALL INSPECT THE HAY LIMES, SILTATION FENCES, AND DIVERSION DITCHES PERIODICALLY AND MAINTAIN OR REPLACE AS A 05 23 16 PRELIMINARY CONSTRUCTION DRAWING NECESSARY, OR AS DIRECTED BY ENGINEER 0 O6 16 ISSUED FOR CONSTRUCTION 3. ALL OTHER SOIL EROSION CONTROL DEVICES AND MEASURES DEEMED NECESSARY BY THE ENGINEER SHALL BE IMPLEMENTED IMMEDIATELY 1 OB 04 16 REVISED PER COMMENTS • UPON NOTIFICATION OF THE CONTRACTOR. 4. INSTALL STONE/GRAVEL CONSTRUCTiON-eMMCE TO -THE -SITE, -WITH -MINIMUM_ THICKNESS OF 6 INCHES PRIOR TO ANY WORK ON THE SITE PERFORM PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS MLA D —OR AS -DIRECTED -BY -ENGINEER. 5. MUD SHALL BE CLEANED OFF OF THE STREET DAILY OR AS DIRECTED BY THE ENGINEER. 6. INSPECTION OF THE SITE SHALL BE AT LEAST ONCE A WEEK AND AFTER ANY SIGNIFICANT RAINFALL TO INSURE THE SOIL EROSION — - CONTROL MEASURES ARE WORKING PROPERLY. 7. IF ANY STOCKPILES ARE CONSTRUCTED, THEY SHALL HAVE AN 18-INCH DEEP TRENCH AROUND THE PERIMETER TO ACT AS A SEDIMENT TRAP, WITH SAID TRAP TO BE CLEANED PERIODICALLY AS REQUIRED. SEAL 8. HAY OR STRAW DITCH CHECKS SHALL BE INSTALLED AT 50' INTERVALS ON ALL SWALES. DITCH CHECKS SHALL BE MAINTAINED UNTIL`i``\``t%4�6TIT�t3Fp;pf�a�d, DRAINAGE AREA TRIBUTARY TO DITCH CHECKS HAS LIVE AND GROWING GRASS OR GROUNDCOVER. AFTER LIVE AND GROWING GRASS OR GROUNDCOVER HAS BEEN ESTABLISHED, DITCH CHECKS SHALL BE REMOVED. c ••e,.,., 9. STREETS ADJACENT TO THE SITE SHALL BE KEPT FREE OF DIRT, MUD AND DEBRIS. �1•�•`✓� }�S •�'`�`� �i 10. MINIMIZE BARE EARTH SURFACES DURING CONSTRUCTION. N 19390 = ••'�� _ * o 11. ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AS SOON AS IS PRACTICABL • V 73 12. WHENEVER DURING CONSTRUCTION OPERATIONS ANY LOOSE MATERIALS ARE DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGE STATE OF - 4 STRUCTURES, OR DITCHES SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, THIS LOOSE MATERIALSHA LL BE REMOVED. ®��.,� A. 13. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAINAGE SYSTEMS BY THE USE OF SAND BAGS, INTERCEPTOR ' <o DIKES OR OTHER APPROVED FUNCTIONAL. METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT RESULTING � �•�•��..u.wa"� •, `` FROM THIS PROJECT FROM STORM SEWERS AND DRAINAGE STRUCTURES. �014 eeeeierrrra I't+ttu����� SHEET NO. & NAME 0 C5 EROSION CONTROL DETAILS a STABILIZER ARM NEW OMNI ANTENNA (SEE SHEET Al) MOTOROLA NEW HEAVY DUTY PIPE —TO —PIPE TOWER SOLUTIONS ADAPTER KIT, VALMONT B3130 8000 W. SUNRISE BLVD (OR APPROVED EQUAL) PLANTATION, FL 33322 PHONE: (954) 723-5000 NEW 6' STAND—OFF BRACKET ASSEMBLY, VALMONT #PSA6 (OR APPROVED EQUAL) NEW UNIVERSAL MOUNT SET FOR 1/-3/4' DIA TO 8-5/8' DIA LEGS, VALMONT LLEG—K UNISTRUT SUPPORT CHANNEL MOUNTED TO FACE OF TOWER — TOWER TOP AMPLIFIER MOUNTED TO COORDINATE SPACING WITH MOUNTING UNISTRUT SUPPORT FRAME ADJACENT BRACKETS FOR TOWER TOP AMPLIFIER TO Rx ANTENNA (SEE SHEET Al). (ADJACENT TO Rx ANTENNA ONLY) SCALE: N.T.S. PIPE MOUNT DISH MOUNTING BRACKET, WITH MICROWAVE DISH) NEW MICROWAVE DISH (SEE SHEEIS A2) CIAMP SET FOR 4' mA 78n9' DIA LEGS, ANDREW #MS-100—SSH s MICROWAVE DISH MOUNTING DETAIL A3 SCALE: N.T.S. TA — 300' AFG Rx1 — 275' AFG 2 ANTENNA ORIENTATION PLAN A3 SCALE: N.T.S. NEW OMNI ANTENNA ------ftT swrFr 6m1 NEW HEAVY DUTY PIPE —TO —PIPE ADAPTER KIT, VALMONT B3130 (OR APPROVED EQUAL) NEW UNIVERSAL MOUNT SET FOR 1/-3/4' DIA TO 8-5/8' DIA LEGS, VALMONT LLEG—K TOWER TOP AMPLIFIER MOUNTED TO UNISTRUT SUPPORT FRAME ADJACENT TO Rx ANTENNA (SEE SHEET Al). ARM 4 Tx ANTENNA MOUNTING DETAIL A3 SCALE: N.T.S. TOWER ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC FOSTER WHEELER ENVIRONMENT AND a m ec INFRASTRUCTURE, INC. 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 NO.I DATE I REVISION PER SEAL .gl * SNt D t8�4**' ,,�'CENS 0. 5 STATY� C �� ;• FLORIDA ♦ 0•'• EXPIRES �i�F�•. • O2.2 8 , q1 • �,�� tttlt� SHEET NO. k NAME A3 ANTENNA/MICROWAVE ORIENTATION AND MOUNTING DETAILS PROPOSED MOTOROLA 11'-8' X 24'-0' EQUIPMENT SHELTER CONTRACTOR TO SEE SHELTER DRAWINGS FOR DETAILS LOAD CE O AUTOMATIC TRANSFER O SWITCH ENCLOSED CIRCUIT 1 s BREAKER dn— �--In— I � I I i I I I y � - I I I 1 y�i I I I I I y I I L-.-.-.-.-.----J s I do 10 do do do - - In — In — In — in — ELECTRICAL PLAN E1 SCALE: 3/32' = 1'-0* -WAS ----.� was —as 12 SCALE: 3/30 = 1'-0' 16 FLAG NOTES THIS SHEET: 1. ELECTRIMITELCO DISTRIBUTION EQUIPMENT PROVIDED WITH EQUIPMENT SHELTER. 2. CLIENT SPECIFIED AND PROVIDED 120/24OV, 1 PHASE, 3-WIRE, 70kW LP GENERATOR WITH WEATHERPROOF HOUSING. COORDINATE O'VVFRCURRENT PROTECTION WITH MANUFACTURER 3. PROVIDE AND EXTEND (1) 1' SCHEDULE 40 PVC CONDUIT BELOW GRADE FROM PROPOSED GENERATOR TO PROPOSED MOTOROLA EQUIPMENT SHELTER ATS FOR EXTENSION OF GENERATOR CONTROL/ALARM SIGNAL WIRING. COORDINATE THE QUANTITY/SIZE OF CONTROL WIRING WITH ACTUAL DEVICES FURNISHED WITH THE GENERATOR. STUB CONDUITS UP 12' ABOVE GRADE AT GENERATOR. MOTOROLA SEE SHEET C3 FOR LOCATION OF CONDUIT STUB -UP AT GENERATOR FOUNDATION. SOLUTIONS 4. PROVIDE AND EXTEND GENERATOR SERVICE CONDUCTORS IN SCHEDULE 40 PVC CONDUIT FROM PROPOSED GENERATOR TO AUTOMATIC TRANSFER SWITCH IN PROPOSED EQUIPMENT SHELTER VIA 3' 8000 W. SUNRISE BLVD EQUIPMENT SHELTER PENETRATION. FIELD VERIFY AND COORDINATE EXACT LOCATION OF SHELTER PLANTATION, FL 33322 PENETRATION. SEE SHEET E6 FOR ADDITIONAL INFORMATION. 5. PROVIDE A 12' SQUARE WEATHERPROOF JUNCTION BOX, HOFFMAN IA-12126GSC (OR APPROVED PHONE: (954) 723-5000 EQUAL), MOUNTED ON THE EXTERIOR OF THE SHELTER OVER THE 2- CONDUIT PENETRATION (COORDINATE EXACT LOCATION WITH SHELTER) FOR ROUTING OF BATTERY CHARGER/WATER JACKET HEATER WIRING INTO THE PANELBOARD. ST. LUCIE COUNTY - 6. SERVICE ENTRANCE RATED ENCLOSED CIRCUIT BREAKER (FURNISHED WITH SHELTER). CITY WEST CONTRACTOR TO COORDINATE ENCLOSED CIRCUIT BREAKER FAULT CURRENT RATING WITH UTILITY COMPANY. CIRCUIT BREAKER INTERRUPTING RATING SUL EXCEED AVAILABLE FAULT CURRENT RANGE LINE ROAD PROVIDED BY U ILTY COMPANY. SEE SHEET E6 FOR ADDITIONAL INFORMATION. PORT ST. LUCIE, FL 34952 7. ANY DEVIATIONS FROM THE WIRING/CONDUIT WORK SHOWN DUE TO A PARTICULAR AMEC PROJECT NO: 6166-16-0015.100 MANUFACTURER'S REQUIREMENTS SFWl BE MADE AT NO COST TO MOTOROLA. SEAL ALL UNUSED EQUIPMENT SHELTER PENETRATIONS. DRAWN: C.F. SANDERS CHECKED: J. GILMER APPROVED: J.D. PAGE DATE 02 23 16 8. PROVIDE AND EXTEND 1-1' SCHEDULE 40 PVC CONDUIT MINIMUM 24' BELOW FINISHED GRADE FROM PROPOSED GENERATOR TO PROPOSED EQUIPMENT SHELTER LOADCENTFR VIA WEATHERPROOF JUNCTION BOX FOR EXTENSION OF WATER JACKET HEATER AND BATTERY CHARGER CIRCUIT WIRING. COORDINATE THE EXACT QUANTITY/SEE OF CONDUCTORS WITH GENERATOR SUPPLIER FIELD VERIFY ;, • AMEC FOSTER WHEELER AND COORDINATE EXACT LOCATION OF CONDUIT STUB -UP AT GENERATOR PAD. ENVIRONMENT AND INFRASTRUCTURE, INC. 9. PROPOSED UTILITY METER, ELECTRIC UTILTIY METER PROVIDED BY UTILITY COMPANY. COORDINATE amec 1075 BIG SHANTY ROAD, WITH UTILITY COMPANY. SEE SHEET E6. SUITE 100 foster KENNESAW, GA 30144 10. UTILITY COMPANY TO PROVIDE AND EXTEND CONDUIT AND CONDUCTORS MINIMUM 30' BELOW PHONE: (770) 421-3400 FINISHED GRADE BETWEEN PROPOSED UTILITY METER MOUNTED ON EXTERIOR OF PROPOSED wheeler FAX: (770) 421-3486 EQUIPMENT SHELTER AND UTILITY DEMARCATION POINT. COORDINATE CONNECTION REQUIREMENTS WITH UTILITY COMPANY. FIELD VERIFY EXACT LOCATION OF PAD -MOUNTED TRANSFORMER. SEE DETAIL NO. DATE REVISION 2/E3' A 05 23 16 PRELIMINARY CONSTRUCTION DRAWINGS 11. PROVIDE (2) 3' EMPTY SCHEDULE 80 PVC CONDUIT WITH NYLON PULL STRING AND ENDCAP 0 06 22 16 ISSUED FOR CONSTRUCTION MINIMUM 24' BELOW FINISHED GRADE BETWEEN CLIENT SPECIFIED AND PROVIDED TELCO BACKBOARD 1 08 04 16 REVISED PER COMMENTS (FURNISHED WITH SHELTER) AND NEW TELCO TERMINATION POINT/POLE VERIFY CONNECTIONS REQUIREMENTS WITH TELEPHONE COMPANY. SEE DETAIL 2/E3. 12. FIELD VERIFY AND COORDINATE WITH M01DROLA REPRESENTATIVE TO PROVIDE (1) 1- SCHEDULE 40 PVC CONDUIT WITH NYLON PULL STRING MINIMUM 24' BELOW GRADE FROM LP FUEL TANK TO CLIENT SUPPLIED MOTOROLA EQUIPMENT SHELTER FOR EXTENSION OF LP TANK LEVEL ALARM WIRING. ----CONTRACTOR TO TRANSRION_TO 1_RIGID GALVANZIED STEEL CONDUIT FOR ALL ABOVEGROUND CONDUIT. PROVIDE EPDXY SEAL -OFFS IN ACCESS -DOMES -AND -IN -THE- EQUIPMENT- BUILDING-ASPER NEC AND NFPA CODE COORDINATE THE QUANTITY/SIZE OF CONDUCTORS WITH FUEL TANK SUPPLIER — -- --- AND MOTOROLA REPRESENTATIVE SEE SHEET P1. 13. ROUTE LP GAS LINE IN 2-1/2' SCHEDULE 80 PVC CONDUIT MINIMUM Zr BELOW FINISHED SEAL GRADE FROM LP TANK TO GENERATOR FUEL INLET CONNECTION. SEE PIPING PLAN, SHEET Pt. N�ID INOR,,,,, yo•,..... •,� ,,��'Q;.•��C ENS O. 5 *�= STAT FLORIDA rg i ��'• EXPIRES •' _Ar� �� F •• , O 1 ♦ �� 'PRIE1166W�WW / l 10 E1 ELECTRICAL PLAN AND NOTES L FLAG NOTES SHEET E2: xx 1. PROVIDE A 12 AWG SOLID BARE TINNED COPPER GROUND RING AROUND THE NEW EQUIPMENT SHELTER AND TOWER FOUNDATIONS. ALL EXTERIOR GROUNDING CONDUCTORS SHALL BE BURIED A MINIMUM OF 30' BELOW GRADE (OR 6' BELOW FROST LINE, WHICHEVER IS GREATER). THE GROUND RING SHALL BE INSTALLED 3'-0' AWAY FROM SHELTER FOUNDATION (MINIMUM UNLESS SHOWN OTHERWISE ON DRAWINGS). WHERE REQUIRED DUE TO SOIL CONDITIONS AND THE PRESENCE OF ROCK, THE ROUTING OF THE GROUND RING MAY BE ADJUSTED (WITH APPROVAL. FROM THE MOTOROLA SOLUTIONS REPRESENTATNEy ALL BONDS TO THE BURIED GROUND RING SHALL BE WITH EXOTHERMIC WELDS. BACKFILL WITH TERBAFILL GROUND ENHANCEMENT MATERIAL OR APPROVED EQUAL 2. BOND FENCE, ICE BRIDGE POSTS AND BOUARDS TO BURIED GROUND RING (TYP.). EXOTHERMICALLY WELD A 12 AWG SOLID BARE TINNED COPPER CONDUCTOR TO THE FENCE/WAVE GUIDE POSTS AT 12' O ABOVE GRADE AND CONNECT TO THE BURIED GROUND RING. PROVIDE CONDUCTOR LENGTH AS REQUIRED TO MAKE CONNECTION. SEE DETAILS 1/E4 AND 1/E5. BOND FENCE POST TO GATE AS SHOWN USING A T—'—`—■—■ _ _ _ 2 WELDING CABLE GROUNDING STRAP. I a\ i i x ■ • • ■—#—` _ 6 _ O 3. NOT USED. I / ■ ■ 4. PROVIDE 6' DIAMETER PVC INSPECTION SLEEVE WITH REMOVABLE COVER IN LOCARON SHOWN FOR THE \ fl PRIMARY CONNECTION BETWEEN THE SHELTER AND TOWER BURIED GROUND RINGS. SEE GROUND ROD ■ 7O o a I Q� o I INSPECTION WELL DETAIL, SHEET E3, FOR TYPICAL GROUND RING INSPECTION SLEEVE NOTE INSPECTION I Li 4 13 14 �J `1 © / \ i SLEEVE CAN BE USED AS A TEST WELL FOR GROUND WATER LEVEL INSPECTION AND GROUND RESISTANCE TESTING. BACKFILL WITH IERRAFILL GROUND ENHANCEMENT MATERIAL OR APPROVED EQUAL. 5. I p p p \ ©� 05 p I THE INSTALL GRO DGROUNDING BAR 9 B00 M OFT TO SWER. VERIFY E LOCAIFROM THE TOWER ONGOFUND RING GRO ND NGOR CONNECTION TO BAR AND PROPER I 15 0 I CONDUCTOR LENGTH. EXOTHERMICALLY WELD (2) #2 AWG SOLID BARE TINNED COPPER GROUNDING - - - CONDUCTOR (LENGTH AS REQUIRED) TO THE GROUND BAR. GROUNDING CONDUCTORS MUST BE HELD o o 0 1 10 i AWAY FROM TOWER BY USING STAND-OFFS OR ROUTING THE CONDUCTORS IN FLEGBLE PVC CONDUIT. i COORDINATE LOCATION WITH MOTOROLA SOLUTIONS CONSTRUCTION MANAGER. BACKFILL WITH TSRAFI ■ GROUND ENHANCEMENT MATERIAL OR APPROVED EQUAL SEE GROUND BAR DETAIL, SHEET E4. I. I 6. INSTALL 5/8' x 8'-0' LONG COPPERCLAD STEEL GROUND RODS. SPACING BETWEEN RODS NOT TO I + o I 2 I EXCEED 16'-0' (NON -LINEAR). TYPICAL FOR ALL GROUND RODS SHOWN, UNLESS NOTED OTHERWISE 12 16 p a SEE GROUND ROD INSPECTION WELL DETAIL, SHEET E3. IF ROCK IS ENCOUNTERED, GROUND ROD MAY BE CTOR SHALL BE PREPARED TO 14 I c 5 \ a I CORE INSTALLED TO NSTALL WITH A MUM GROUND RODS. TION FBACUILLMVERTICAL AND WITH �RAFILL GROUND ENHANCEMENT MATERIAL OR I I © o © \ I APPROVED EQUAL o I a 7. BOND NEW 7OkW GENERATOR FRAME GROUND CONDUCTOR TO EQUIPMENT SHELTER D(TERIOR GROUND I I I I o o \ I BAR. EXOTHERMICALLY WELD A 12 AWG BARE TINNED COPPER TO GROUND EAR AND ATTACH TO GENERATOR FRAME USING COMPRESSION LUG. o 8. EXOTHERMICALLY WELD #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR FOR AA/C UNIT I I o i (PROVIDED W/ EQUIPMENT SHELTER) TO EQUIPMENT SHELTER GROUND RING. o I 9. NOT USED. --- ---------� 0 10. THE TOWER GROUND RING SHOULD HAVE A MINIMUM CLEARANCE OF 2'-0' FROM TOWER FOUNDATION. 1 a A #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR SHALL BE BROUGHT FROM EACH GROUNDING o ------ - o-- ----p - \ ROD TO THE TOWER PLATE AND/OR LEG ITSELF AND ATTACHED VIA AN EXOTHERMIC PROCESS (CADWEID o --------- OR EQUNN.ENT), UNLESS MANUFACTURER SPECIFICATIONS WILL NOT PERMIT. IN SUCH CASES, ALTERNATE 0 8 8 o PLANS SHALT. BE RESEARCHED AND IMPLEMENTED. BACKFILL WITH 11RBAF! GROUND ENHANCEMENT \ ©I / ©----- --- - - MATERIAL OR APPROVED EQUAL c I 11. NOT USED. -- 12. BOND SHELTER GROUNDING SYSTEM (SEE DETAIL 4 SHEET E3) TO SHELTER BURIED GROUND RING. / o o ■ 13. ELECTRICAL SERVICE ENTRANCE GROUND ROD. 0 0 14. BOND NEW EQUIPMENT SHELTER GROUND RING TO NEW TOWER GROUND RING USING 12 AWG SOLID p I BARE TINNED COPPER GROUND CONDUCTOR. EXOTHERMICALLY WELD TO BOTH GROUND RINGS. TYPICAL FOR (2) LOCATIONS. BACKFILL WITH 1ERRApJl GROUND ENHANCEMENT MATERIAL OR APPROVED EQUAL 15. EXOTHERMICALLY WELD A 12 AWG SOLID BARE COPPER ELECTRICAL SERVICE GROUND ELECTRODE ■ 3 CONDUCTOR TO GROUND ROD WHERE SHOWN ON PLANS, AND MECHANICALLY BOND USING COMPRESSION i j ■— — p \p I LUG AS REQUIRED TO ELECTRIC UTILITY METER ENCLOSURE BACKFILL WITH TERRAF1LL GROUND ' '—'—■—. _ ENHANCEMENT MATERIAL OR APPROVED EQUAL O 16. NEW EQUIPMENT SHELTER EXTERIOR GROUND BAR (SEE DETAIL 4/E3). 1 GROUNDING PLAN 8 0 8 16 ALL EXIIHM CON10=a E2 SCALE: 3/32' = 1'-0' SCALE: 3/32' = 1'-0' E(OT ERYCALLY MELDED GROUNDING LEGEND • EXOTHERMICALLY WELDED CONNECTION O INSPECTION SLEEVE/TEST WELL GROUND ROD AWG AMERICAN WIRE GAUGE 4) AMOTOAROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 J. AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. am e c 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 NO.I DATE I REVISION SEAL 50, , ....• , P,q p� 410 to..* \1 CEN3� •C��,i 0 STATfe SF C �� ;• FLORIDA ; W� i �•'• EXPIRES SHEET NO. & NAME E2 GROUNDING PLAN AND NOTES PLASTIC TEST WELL COVER FINISH GRADE TEST LEAD - J2 AWG SOLID BARE TINNED COPPER CONDUCTOR 6' PVC 1 x4' SLOT IN PVC PIPE GROUND CABLE EXOTHERMIC CONNECTION MR) n EXOTHERMIC WELD TO GROUND RING N COPPERCLAD STEEL, GROUND-Z ROD - 5/8' x 8'-T r i �- _ 16'-0- (MAX.) NOTE ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODES. DEPTH MAY VARY. GROUND ROD INSPECTION WELL DETAIL E3 SCAM N.T.S. GENERAL GROUNDING NOTES: 1. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALL SHALL BE IN 3/4' PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTOR SLEEVES. 2. GROUND ALL EXPOSED METALLIC OBJECTS ON MULTI -TENANT METER/TELCO CENTER USING A TWO -HOLE NEMA DRILLED CONNECTOR SUCH AS THOMAS k BERS J32207 OR APPROVED EQUAL. 3. THE CONTRACTOR SHALL NOTIFY THE MOTOROLA REPRESENTATIVE WHEN THE GROUND RING IS INSTALLED SO THAT THE REPRESENTATIVE CAN INSPECT GROUND RING BEFORE IT IS CONCEALED. FINISHED GRADE q 4. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING GROUND RING SHALL BE +2 AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL. NOT BE LESS THAN 8' AND THE INCLUSIVE ANGLE OF ANY BEND SHALL NOT EXCEED 97. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. WARNING TAPE COMPACTED TRENCH BAX2ffILL , 5. ALL BELOW GROUND EXTERNAL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARN.LII-TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE -TYPE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZED SUCH AS HOLUB LECTROSOL J15-501. COMPACTED MATERIAL CONDUIT (CONTROLS) - AS SHOWN ON PLANS CONDUIT (POWER) - AS SHOWN ON PLANS VARIES 6. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A LIBERALL, PROTECTIVE COATING OF A CONDUCTIVE ANTI -OXIDE COMPOUND ON ALL CONNECTORS. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEE, HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTORS, REPAINT TO MATCH EXISTING AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF METALS BENG ATTACHED 70. 7. THE CONTRACTOR SHALL COORDINATE AS REQUIRED TO HAVE A UTILITY COMPANY REPRESENTATIVE AT THE SITE TO DISCONNECT THE UTILITY NEUTRAL FROM GROUNDING SYSTEM DURING FINAL INSPECTION SO THAT REQUIRED TESTING ON THE GROUND SYSTEM CAN BE PERFORMED. THE CONTRACTOR SHALL PROVIDE NOTICE TO THE MOTOROLA REPRESENTATIVE - ' �'": ': ' `: ' `` ' ; = x `'' 1'-6' (MIN.) _ (IWO) DAYS PRIOR TO FINAL TESTING. SCALE: N.T.S. - — - —__ --- -- — - — — - r COAX CABLE ENTRY PORT B. A RESISTANCE TO GROUND OF (10) OHMS OR LESS IS REQUIRED FOR ALL MOTOROLA SITES. THE CONTRACTOR SHOULD RETAIN HIS OWN TESTER AT HE OWN EXPENSE SCHEDULE FINAL FALL -OF -POTENTIAL TEST SUCH THAT THE MOTOROLA REPRESENTATIVE CAN BE PRESENT FOR FIELD VERIFICATION. REFER TO THE MOTOROLA MASTER SPECIFICATION FOR FALL -OF -POTENTIAL TESTING PROCEDURES. IF THE FINAL GROUNDING RESISTANCE MEASUREMENT EXCEEDS 10 (TEN) OHMS, THE CONTRACTOR SHALL NOTIFY THE MOTOROLA REPRESENTATIVE 9. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL 10. THE GROUND WIRES SHALL BE RUN STRAIGHT FOR MINIMUM INDUCTANCE AND VOLTAGE DROP. SINCE CABLE BENDS INCREASE INDUCTANCE, THE MINIMUM REQUIRED BENDING RADIUS IS 8 INCHES WHEN BENDS ARE UNAVOIDABLE ALL METAL WORK WITHIN 10 FEET OF THE GROUND RING SHALL BE DIRECTLY BONDED TO THIS GROUND SYSTEM, WITHO' USING SERIES OR DAISY CHAIN CONNECTION ARRANGEMENTS. 11. PAINT, ENAMEL, LACQUER AND OTHER ELECTRICALLY NON-CONDUCTIVE COATINGS SHALL BE REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO ENSURE GOOD ELECTRICAL CONTINUITY. 12. CONNECTIONS BERM DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS ARE SEPARATED BY A SUITABLE MATERIAL THAT IS A PART OF THE ATTACHMENT DEVICE ONLY ATTACHMENT DEVICES LISTED AND APPROVED FOR USE WITH THE SPECIFIC DISSIMILAR METALS MAY BE USED FOR THIS PURPOSE 13. ALL BELOW GRADE GROUND SYSTEM CONDUCTOM SHALL BE A MINIMUM DEPTH OF 30' (OR 6' BELOW THE FROST LINE, WHICHEVER IS GREATER). 000 O EXTERIOR COPPER GROUND BAR - FURNISHED FINISHED GRADE O O O O WITH SHELTER O O O O FLAT COPPER GROUNDING STRAP IN PLASTIC PROTECTIVE CHANNEL SUPPORT - FURNISHED WITH c \\�\\\�\\\ ;'`, 'V•t \\�\\\/\\� SHELTER (TYP.) ,, WARNING TAPE (1YP.) \\ COMPACTED BACKFILL TO AS CLOSE AS POSSIBLE - COORDINATE EXACTCOMPACTED WITH 95X PROCTOR DENSITY BUILDING MANUFACTURETION OF R ENTRY' �.g CONDUIT (TELEPHONE) - $ SIZE AS SHOWN ON PLANS TO ELECTRICAL SERVICE GROUND - SIZE PER :.�.., COMPACTED SAND/CONCRETE (AS REQUIRED) NATIONAL ELECTRICAL CODE CONDUIT (ELECTRIC) - SIZE - { 18' TRENCH OR AS REQ'D BY AS SHOWN ON PLANS 7 1/2' POWER/TELEPHONE CO. (TYP.) 2 UTILITIES TRENCHING DETAIL E3 SCALE: N.T.S. BURIED GROUND RING 4 SHELTER GROUNDING DETAIL E3 SCALE: N.T.S. PROPOSED EQUIPMENT SHELTER EXOTHERMIC WELD TO �_ GROUNDING STRAP COLLECTOR BAR BURIED GROUND RING - FURNISHED WITH SHELTER 4s) MOTOROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 VINT: AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. a m e c 1075 BIG SHANTY ROAD, } SUITE 100 foster PHONE: (770 ) 421-34 0 wheeler FAX: (770) 421-3486 NO.I DATE I REVISION I SEAL ♦♦O ....... ♦ Q' '•�C.ENS •pSTAT �F FLORIDA : W i� �i 6 ••. OEXPIRESL • `_#Z ?-28.1 • '• ��♦♦ E3 GROUNDING DETAILS TOWER COAX GROUND KIT INSTALLED NO MORE THAN 18' ABOVE TOWER GROUND BAR TN -COATED COPPER TOWER GROUND BAR (TGB) SHALL BE MOUNTED NO GREATER THAN 6'-0' ABOVE POINT OF TRANSITION TO HORIZONTAL OF COAX CABLE ON CABLE BRIDGE. TOWER GROUND BAR SHALL BE EITECEIVELY BONDED TO THE TOWER AT THE TGB LOCATION. ROUND MEMBER ADAPTERS (2) 12 AWG SOLID BARE TINNED COPPER CONDUCTORS TO TOWER GROUND RING SECURE PVC CONDUIT TO TOWER WITH A STAINLESS STEEL BANDING LOT, JABS (OR APPROVED EQUAL) 3/4' PVC SLEEVE FOR 12 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR. (TYP. FOR EACH GROUND CONDUCTOR) TOWER FOUNDATION EXOTHERMIC GROUND CONNECTION (TYP. - BELOW GRADE) L GROUND CONDUCTOR TO SHELTER GROUND RING (TYP. FOR EACH PIPE COLUMN) ' TOWER GROUNDING DETAIL E4 SCALE. N.T.S. ANTENNA COAX CABLE (DR) -- - - - -- COAX CABLE LADDER CONNECTION OF ANTENNA CABLE TO GROUND BAR BY ANTENNA INSTALLER (DR) TWO -HOLE CONNECTOR (TYP.) ��.�\ 48'L x 4'W x 1/4'D TN -COATED BOND CONDUCTOR TO LOWEST POINT OF \ SOLID COPPER GROUND BAR, WITH HOLES DRILLED AT 45 ANGLE GROUND BAR USING EXOTHERMIC TEE WELD \ \ \ POINT WHERE ANTENNA GABLES EXIT TOWER \ \ 3/8'0 STAINLESS STEEL BOLT AND EXTEND OVER TO EQUIPMENT SHELTER \ \ #2 AND SOLID BARE TINNED COPPER \ \ CONDUCTOR. SECURE TO TOWER EVERY 3' MINIMUM IN 3/4' PVC SLEEVE STAINLESS STEEL,STAINLESS STEEL WASHERS LOCKWASHERS AND NUTS TOWER FOUNDATION GRADE COAX CABLE LADDER EXOTHERMICALLY WELD TO BURIED GROUND RING. CONNECTIONS TO GROUND RING SHALL BE AS DIRECT AS POSSIBLE WITH MINIMUM BENDS SCALE: N.T.S. COAX CABLE GROUNDING KIT CDP.) /-- EQUIPMENT SHELTER GROUNDING STRAP COLLECTOR BAR - FURNISHED WITH SHELTER MOTOROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 eC AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. e s,n 1075 BIG SHANTY ROAD, am SEAL �� �Q►.•�r,. CENS� Oj�9 5 '.7�C 1i _� • STAT FLORIDA ; W ���� ••• oEXPIRES W*Zi ,II�TII��tt��� E4 GROUNDING DETAILS SPLIT BOLT CONNECTOR (TYP. AT #2 AWG SO BARE TO COPPER GROL CONDUCT VERTICAL POST CONNECTED TO RING 1. EACH CORNER FENCE POST SHALL BE BONDED TO THE NEAREST LOCATION OF THE BUILDING GROUND RING. AS A MINIMUM, ONE VERTICAL POST SHALL BE BONDED TO THE BUILDING GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE 2. THE FENCE FABRIC AND EACH STRAND OF BARB WIRE NEAR EACH CORNER BONDING POINT SHALL BE BONDED TO THE BUILDING GROUND RING. THE FENCE FABRIC BOND SHOULD BE MADE IN AT LEAST THREE POINTS DOWN THE FENCE 3. ALL EXISTING SITE FENCING WITHIN 10 FT. OF THE GROUNDING ELECTRODE SYSIEN, OR ANY OBJECT GROUNDED TO THE GROUNDING ELECTRODE SYSTEM, SHALL BE BONDED TO THE EXTERNAL GROUNDING ELECTRODE SYSTEM. 0 i ► :0 � I III Z Ara' v SPLIT BOLT CONNECTOR (TYP. AT EXOTHERMIC WELD COPPER BURIED GROUND RING VERTICAL FENCEfGATE POST BONDED TO GROUND RING NOTES: , 1. EACH CORNER FENCE POST SHALL BE BONDED TO THE NEAREST LOCATION OF THE BUILDING GROUND RING. AS A MINIMUM, ONE VERTICAL POST SHALL BE BONDED TO THE BUILDING GROUND RING IN EVERT 100 FOOT STRAIGHT RUN OF FENCE 2. THE FENCE FABRIC AND EACH STRAND OF BARB WIRE NEAR EACH CORNER BONDING POINT SHALL BE BONDED TO THE BUILDING GROUND RING. THE FENCE FABRIC BOND SHOULD BE MADE IN AT LEAST THREE POINTS DOWN THE FENCE 3. ALL EXISTING SITE FENCING WITHIN 10 Fr. OF THE GROUNDING ELECTRODE SYSTEM, OR ANY OBJECT GROUNDED TO THE GROUNDING ELECTRODE SYSTEM, SHALL BE BONDED TO THE EXTERNAL GROUNDING ELECTRODE SYSTEM. 4. BARBED WIRE SHALL BE GROUNDED AT EACH FENCE/GATE POST THAT IS DIRECTLY BONDED TO THE BUILDING GROUND RING. rAZIM1 ►� ►� ► la'. v � FINISHED GRADE 4D MOTOROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC PROJECT NO: 6166-16-0015.103 DRAWN: C.F. SANDERS I CHECKED: J. GILMER APPROVED: J.D. PAGE DATE: 02 23 16 x AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. amec 1075 BIG SHANTY ROAD, { SUITE 100 foster KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 REVISION PRELIMINARY CONSTRUCTION DRAWINGS t0516 ISSUED FOR CONSTRUCTION N REVISED PER COMMENTS SEAL SON . D. p %GETNS 0.799 '� /fr • STA �• FLOR DA ' �Za • XPIREST •i��t� •.. o .••2.2S- NOii0NA� 0���caf 1� SHEET NO. k NAME E5 GROUNDING DETAILS UTILITY SERVICE - 300A, 240/12OV, 10 AVAILABLE FAULT CURRENT AT SECONDARY SIDE OF PAD -MOUNTED UTILITY TRANSFORMER = 13,333 SYMMETRICAL AMPERES CONDUIT AND CONDUCTORS PROVIDED POINT OF SERVICE BY LOCAL UTILITY COMPANY FIELD VERIFY, COORDINATE, PROVIDE AND INSTALL NEW NEMA 3R METER CABINET w/ISOLATED NEUTRAL AS REQUIRED BY UTILITY COMPANY FOR MOTOROLA EQUIPMENT SHELTER. UTILITY COMPANY TO PROVIDE AND INSTALL METER ®70kW, 240/120V, 1/ LP GENERATOR wv/ /— INTEGRAL MAIN CIRCUIT BREAKER #2 AWG STRANDED BARE TINNED COPPER GROUND ELECTRODE CONDUCTOR EXOTHERMICALLY WELDED TO GENERATOR FRAME 3OOA/2P AND BURIED GROUND ROD. o- A ,. \ GENERATOR SHALL Eff BE SEPARATELY DERIVED (3)1350 k=li TYPE 'SE' CONDUCTORS IN SYSTEM 3' SCHEDULE 40 PVC CONDUIT (3) SCHEDULE 40 PVC CONDUIT ENCLOSED CIRCUIT BREAKER, 30OA/2P, 240V PROPOSED 1' SCHEDULE 40 • 12 AWG SOLID BARE TINNED COPPER GROUND (FURNISHED w/ SHELTER) PVC CONDUIT FOR ELECTRODE CONDUCTOR EXOTHERMICALLY WELDED NEUTRAL -GROUND BOND CONNECTION GENERATOR CONTROL TO SHELTER BURIED GROUND RING ELECTRICAL , TO BE INSTALLED IN ENCLOSED WIRING SERVICE ENTRANCE GROUND ROD N CIRCUIT BREAKER PRE -WIRED CONDUIT AUTOMATIC TRANSFER SWITCH, 3DOA, --- (FURNISHED w/ SHELTER) 240/12OV, 10, 2-POLE (FURNISHED w/ SHELTER) PRE -WIRED CONDUIT (FURNISHED w/ SHELTER) LOAD CENTER, 300A, 120/24OV, 10. 3W, 40 CKT. (FURNISHED w/ SHELTER) PROVIDE AND INSTALL (1) 20A/1P BREAKER IN EQUIPMENT SHELTER PANEL 'PP1 FOR NORMAL POWER TO GENERATOR ENGINE BLOCK HEATER(S) AND BATTERY CHARGER. MATCH CIRCUIT BREAKER TO 'PP1' MANUFACTURER (2)J10 + (1)110G IN 1' CONDUIT AND A.I.C. MM ALL CONDUCTORS SUPPLIED AND INSTALLED BY CONTRACTOR TO HAVE 'THWN-2' INSULATION UNLESS NOTED OTHERWISE. ' ELECTRICAL SINGLE LINE -DIAGRAM E6 SCALE: N.T.S. 4) MOTOMOL.A SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC PROJECT NO: 6166-16-0015.100 DRAWN: C.F. SANDERS I CHECKED: J. GILMER APPROVED: J.D. PAGE I DATE: 02 23 16 AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. amec 1075 BIG SHANTY ROAD, } "" SUITE 100 f OS ler KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 NO. DATE REVISION A 05 23 16 PRELIMINARY CONSTRUCTION DRAWINGS 0 06 22 16 ISSUED FOR CONSTRUCTION 1 O8 04 16 REVISED PER COMMENTS SEAL Ott D- V� C E N s � C��.•. ,�����P.• ,0 STAT lowFLORIDA10 W i 0•'• EXPIRES *0NA nun SHEET NO. & NAME E6 ELECTRICAL SINGLE LINE DIAGRAM TO GUY YSTEIAA FENCE POST BOND TO GUY ANCHOR GROUNDING SYSTEM (TYP.) GROUND ROD w/ INSPECTION WELL/SLEEVE IF FENCE IS OVER 15 SQUARE FEET, INTERMEDIATE GROUND RODS MUST BE INSTALLED. 5/8'o x 8'—T GALVANIZED STEEL GROUND ROD (TYP) UNDERGROUND ANCHOR FOUNDATION 3'—T WIDE PERSONNEL GATE imm STEEL SPACE --- MIN. lip Fill 1111111111111111111111111 11111 v 12 AWG SOLID BARE TINNED — COPPER GROUNDING CONDUCTOR (TYP.) GUY WIRE — SEE DETAIL 1 THIS SHEET GUY ANCHOR TURNBUCKLE — SEE DETAIL 1 THIS SHEET GUY ANCHOR SHAFT EXOTHERMIC WELD (TYP.) BRAIDED COPPER GROUNDING STRAP 4) MOTOROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. a m e c 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: V70)421-3485 NO. I DATE I REVISION SEAL J. 9 ........ !'q ,iv� gyp, • �� c e N s� , C����� *: • 0.7 9 • �* •: STAT FLORIDA W400 C 10 A•'• EXPIRES ,: `_��' ����d'•' • °2- 21; - %' • 0,�,110 E7 GUY ANCHOR GROUNDING DETAILS UNDERGROUND WARNING TAPE (NOTE 5) GRADE N 2 1/2' SCHEDULE 80 PVC PIPE DRISCOPLEX 6500 FLEXIBLE POLYETHYLENE FUEL LINE PIPING TRENCH CROSS SECTION SCALE N.T.S. LOCKABLE COVER MR) LIQUID LEVEL FLOAT GAUGE (D-100% RANGE) LPG TANK WEATHERPROOF FLEX ALL BENDS TO BE SWEEPING BENDS (MIN. BEND RADIUS = 12' SHUTOFF VALVE PRESSURE RELIEF VALVE FIRST STAGE PRESSURE SECOND STAGE PRESSURE - REGULATOR (TO 101 INTERMEDIATE REGULATOR (101 TO 14' W.C. PRESSURE) (NOTE 3) OPERATING PRESSURE) 1' DRISCOPLEX 6500 FLEXIBLE POLYETHYLENE FUEL LINE WITHIN-2 1/Y -SCHEDULE BD PVC PIPE SEE TRENCH CROSS SECTION, THIS SHEET. ----- (SIZING BASED ON MANUFACTURER'S SPECIFICATIONS) UNDERGROUND WARNING TAPE (NOTE 5) I*c-j —� ZE •N 1' CONDUIT WITH WEATHERPROOF JUNCTION BOX AT EACH END FOR MONITORING SYSTEM CONTROL WIRING TO BE PROVIDED, PULLED, AND TERMINATED BY GENERAL CONTRACTOR 0 :►. : 1 ' I ► k �! k1l FXITIR 1:4 NOTES, 1. ALL WORK AND MATERIALS TO COMPLY WITH NFPA 58, NFPA 54, FLORIDA BUILDING CODES, LOCAL BUILDING CODES, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND OWNER'S SPECIFIC REQUIREMENTS. IF CONFLICTS EXIST BETWEFrI THESE DOCUMENTS, CONTACT THE ENGINEER FOR ADDITIONAL INSTRUCTIONS. 2. ALL COPPER FITTINGS SHALL BE BRAZED JOINTS. 3. HIGH PRESSURE REGULATOR SHALL DELIVER SUFFICIENT CAPACITY AT 10 PSI TO MEET GENERATOR MANUFACTURER CAPACITY REQUIREMENTS AT 5'-14' H20. 4. COORDINATE PIPE SIZE PER TANK SUPPLIER REQUIREMENTS. 5. UNDERGROUND YELLOW DETECTABLE PREP, WARNING TAPE OR EQUIVALENT. 6. CONTRACTOR SHALL MAKE FINAL PIPING CONNECTIONS TO THE GENERATOR MANUFACTURER PROVIDED PIPING. PROVIDE EPDXY SEAL -OFFS IN ALARM PENETRATION AND IN THE GENERATOR ENCLOSURE 7. SITE DEVELOPMENT CONTRACTOR SHALL COORDINATE THE EXACT QUANTITY/SIZE OF CONDUCTORS WITH GENERATOR SUPPLIER FROM FUEL TANK MONITORING EQUIPMENT INTO BUILDING TO THE ALARM PUNCH BLOCK. CONTRACTOR SHALL COORDINATE AND VERIFY PIPE SIZE AND REGULATORS WITH LP TANK MANUFACTURER AND GENERATOR MANUFACTURER PRIOR TO PURCHASE AND INSTALLATION. SIZE OF PIPE TO BE DETERMINED LTY CONTRACTOR . AND GENERATOR SUPPLIER TO MEET MANUFACTURER REQUIREMENTS TO GENERATOR M TO EQUIPMENT SHELTER ' GENERATOR ENCLOSURE FOUNDATION 4D MOTOROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC. PROJECT NO: 6166-16-0015.100 DRAWN: C.F. SANDERS CHECKED: J. GILMER APPROVED: J.D. PAGE I DATE: 02 23 16 - AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. amec n 1075 BIG SHANTY ROAD, SUITE 100 foster KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 NO. DATE REVISION A 05 23 16 PRELIMINARY CONSTRUCTION DRAWINGS 0 06 22 16 ISSUED FOR CONSTRUCTION 1 08 04 16 REVISED PER COMMENTS SEAL SON� �Q;• • �` C E N 3 F • C� ���, O. J�99 5 STA ;• FLORIDA ' W " ,O�t� EXPIRES ..• o 0�0 NA LMmns�A`N�, . SHEET NO. k NAME P1 PIPING SCHEMATIC