Loading...
HomeMy WebLinkAboutPLANSrLl'.2F.AGKRIII, SBA M I DWAY ROAD `( "i 68858 • Cid 1 cif c5 S(,hNIVED varl71nnv r:EAI 375 E MIDWAY ROAD St Luray REV DATE DESCRIPTION 0 6/4/14 FOR PERMIT 1 11/19/15 REWSED 2 2/10/16 REVISED PROJECT ND.: 14 0759.06 DRAWN BY: CHECKED BY: F. PARRADO M. ABBEY rn( LY TEC FORT PIERCE, FL 34982 n THE THIS DRAWNG PROIS COPF THE THEEO AND Is a I EC IS PRODUCED SOLELY FOR USE BY THE 1 OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN OUT THE WRITTEN PERMISSION OF THE OWNER. PROPOSED INSTALLATION OF TELECOMMUNICATIONS EQUIPMENT ,. LOCAL MAP APPROVALS DESIGN CRITERIA INDEX OF DRAWINGS ' Telecom '' { +•=> - ¢ F y r - x t ,C [ DESIGN WIND SPEED: 160 MPH .(ULTIMATE, 3—SECOND GUST) SHT. REV. PROPERTY OWNER '. 124 MPH (NOMINAL, 3—SECOND GUST) NO. DESCRIPTION AID. 3400 UNK[SIDE DRIVE EXPOSURE: y C SUnE 525 RF ENGINEER RISK CATEGORY: II TI TITLE SHEET . a .TTOn t;AMORIl VCN 29214 r s 2 / CONSTRUCTION OPEN STRUCTURE T2 NOTES _ s4�".' SITE ACQUISITION CONSTRUCTION NOTES c1 SITE PLAN 1 r z z C2.1 COMPOUND PLAN 1 i. ZONING 3 .#,�'`r-2 ' r L ,,� '�, t• r T- `''' �' +� ' NETWORK 1 . ALL NEW DESIGNED IN ACCONGS AND STRUCTURES HAVE BEEN RDANCE E WITH THE FLORIDA BUILDING C2.2 EQUIPMENT PLAN 0 CODE, Sth EDITION (2014), FOR DESIGN PRESSURES C3 ELEVATION AND MOUNTING DETAILS 1 verizoW OPERATONS GENERATED BY AN ULTIMATE 3—SECOND GUST WIND C4 COAX DETAJLS 1 _ r s1Te LOCATION VELOCITY OF 160 MPH. I _ i ;I k r CONTRACTOR CS DETAILS 1 2. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING nT rnw,ra ROAD _ s u DIMENSIONS AND CONDITIONS ON THE JOB SITE AND C6 RF DATA 0 e0u RnTDu, a 9a491 SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK C6.1 ANTENNA LAYOUT DIAGRAM 0 OR BE RESPONSIBLE FOR SAME. C7 EQUIPMENT PAD DETAILS 0 3. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE. C8 GENERATOR DETAILS 0 "' a 4 st C9 PROPANE TANK DETAILS 0 �L PH ♦• ♦ Q / ♦i CIO DETAILS 0 A � F• � PROPERTY .SUMMARY CONTACTS �d�•:. GENSF ( ,� C11 ANTENNA LAYOUT 0 FOUO If: 3403-502-0055-020-3 APPLICANT No. 683 •••. N LATITUDE: 2T 2T 25.54' N E7 GROUNDING AND ELECTRICAL ... 0 VICINITY MAPiA4 LONGITUDE: 80' 19' 20.B0' W VERIZONWIRELESS 09 E2.1 UTILITY ROUTING SITE P 1 ;rt 6 va, �� A ZONING JURISDICTION: SAINT LUCIE COUNTY SUITE 600 E2.2 UTILITY ROUTING PLAN 1 UCIE C t �� �rSasamlasR ZONING CL.ASSIFIATION: CG BOCA RATON, FL 33431 0 F w �� jt 4 A w 1 -T �•7e�,� I E3 ELECTRICAL ONE—LINEPLANR�.i�I ,'l� • ., < O 1 O P••.'�2,� E4 GROUNDING PLAN ♦♦SS ,•• R• •�G �� G���. x6�� PROPERTY OWNER ♦ ' / • • A�, ti r E5 GROUNDING DETAILS O LEGAL DESCRIPTION ♦,, Nat � SBA TOWERS II LLC E6 DETAILS 3 lib • r ji " WHITE CITY S D 03-36-40 N 261 FTOF LOT 34—LESS E 100 • ► a of SIONAIDRE: z/io/16 / 5900 BROKEN SOUND PARKWAY NW R/W— (1.31 AC) (MAP 34/035) (OR BOCA BATON, Fp1 GAS PIPING ISOMETRIC �_ x z:e e —�s ��£ I�o6—� Fi AND LESS RD L 33487 3014-2382) h- ,n l �1T1 F ail SBA MIDWAY ram$ 3f ' a Palrnj AJl J' Ild�: ROAD b ��—#�A^I m / PROJECT INFORMATION PLUMUZ 68858 r m nnn a STTE LOCATION y ( f tart 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF Pa1kp �� 375 E MIDWAY ROAD t City Par a-F-a>�V.t 1 a J�JI]I p ,� IJ PROVIDING PUBLIC CELLULAR SERVICE. EC FORT PIERCE.FL 34982 rJ'�IK 7L.1 f 7 I hley SF' y 2. VERIZON WIRELESS CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY VERIZON WIRELESS EMPLOYEES AND SUBCONTRACTORS AND THE WORK ASSOCIATED WITH AEQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED ' SHEET NAME NY Metter �-'— PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.H. TITLE SHEET 4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. SHEET NUMBER :15. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. f`II; T1 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. OWNER - VERIZON WIRELESS ENGINEER - CALTROP CORPORATION 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTLITES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION 4. RUBBISH, STUMPS, DEBRIS. STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. MANAGER. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE B. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. S. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING SITE WORK NOTES 2 UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 1. WELDING' 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. A ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. STANDARDS. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF C. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED- GALVANIZED IN ACCORDANCE WITH ASTM A123 ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. AND ASTM A153 STANDARDS. D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA A153 STANDARDS. CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR A123 AND ASTM A153 STANDARDS. SMUDGES OF ANY NATURE. F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S ASTM A153 STANDARDS. RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL CODES OR REGULATIONS TAKE PRECEDENCE. 3. MATERIAL 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,- REGULATIONS A ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. - WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. ALL BOLTS SHAH BE GALVANIZED 3'i DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A 'SNUG TIGHT' CONDITION AS DEFINED 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE BY AISC. SECURE NUT WITH LOCKING WASHER. SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF, THE WORK, 'INCLUDING CONTACT AND COORDINATION WITH THE 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE CONSTRUCTION MANAGER AND WITH THE OWNERS AUTHORIZED REPRESENTATIVE. 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF INSTRUCTION. AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNERS ACCEPTANCE. OF STEEL CONSTRUCTION. B TO FIT AT BOLTED CENGINEERNS WITHIN Ne INCH TOLERANCE STRUCTURAL STEEL SHALL NOT BE E CUT GENERAL NOTES l V. FLAMALL UNDER ANY CIRRCUMSTANCBE ESRWITHOUT APPROVAL OF THE THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 1. DESIGN: 2010 FLORIDA BUILDING CODE. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S 2. THE CONTRACTOR SHALL COORDINATE ALL PENETRATIONS, CONDUIT, CHAMFERS, AND EMBEDDED ITEMS PRIOR TO CONCRETE OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS PLACEMENT AND/OR STEEL ERECTION. THE CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS. FOR THE PROPOSED FIELD SPLICES. 3. OBSERVATION VISITS TO THE SITE BY THE ENGINEER OR REPRESENTATIVES OF THE ENGINEER MAY BE MADE DURING 11. AT THE CONTRACTORS OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WEDS. CONSTRUCTION. ANY SUPPORT SERVICES PERFORMED HEREIN SHALL BE DISTINGUISHED FROMINSPECTION AND/OR TESTING 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. SERVICES PERFORMED BY OTHERS, AND ARE NOT TO BE CONSTRUED AS SUPERVISION AND/OR MANAGEMENT OF INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 CONSTRUCTION. SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL STRUCTURAL MEMBERS AS REQUIRED STRUCTURAL STEEL NOTES FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH. IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS WITHIN THE STRUCTURE. 1. GENERATOR SHALL COMPLY WITH ALL OF THE REQUIREMENT OF NFPA 110. 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED 2. GENERATOR: CLASS X (USER DEFINED) BUT ARE OF SIMILAR CHARACTER TO THE DETAILS PRESENTED, SIMILAR DETAILS SHALL BE USED SUBJECT TO THE REVIEW OF TYPE 60 THE ENGINEER. LEVEL 2 ' 3. EXISTING SITE IS UNMANNED. ALL GENERATOR CONDITIONS ARE MONITORED REMOTELY 6. SUBMIT WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THE FROM VERIZON WIRELESS CENTRAL OFFICE. MONITORED CONDITIONS ARE AS FOLLOWS: CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT -START PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT -FAILURE TO START DOCUMENTS, AND CORRECTION THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR. -SYSTEM LEAKS -LOW OIL 7. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN SPECIFICATIONS, STANDARDS, CODES AND -LOW WATER DRAWINGS. -LOW FUEL GENERAL STRUCTURAL NOTES 3 GENERATOR NOTES 4 REV DATE DESCRIPTION 0 6/4/14 FOR PERMIT PROJECT NO.: 14-0759.06 DRAWN BY: CHECKED W. F. PARRADO I M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE RY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WNHOUT THE WRRTEN PERMISSION OF THE OWNER. /REV I DATE I DESCRIPOON 1 MIDWAY ROAD ` EXISTING UTILITY POLE EXISTING AT&T FlBER BOX I \\ 15• 92't If PROPOSED 5 WIDE VERIZON WIRELESS NON-EXCLUSIVE I I UTILITY EASEMENT ' i PROPOSED 12' WIDE VERIZON EXISTING 12I-0' BUILDING WIRELESS NON-EXCLUSIVE UTILITY EASEMENT I: \ �' x I 114't � L_ O t(��7 —r IEXISTING SITE PLAN / I / PROPOSED VERIZON WIRELESS 12' K 30' LEASE AREA (APPRO)IMATELY 360 SO. FT.) I GRAVELED I I AREA ° x EXISTING 300't GUYED TOWER 1 "' I x I I EXISTING 6' HIGH I I CHAIN-UNK FENCE W/ x 3-STRAND BARBED WIRE I ❑ Q . C2 X X O 1 EXISTING SPRINT/NEXTEL I EQUIPMENT SHELTER I EXISTING LANDSCAPING } j MR) 14Tt BOUNDARY OF EXISTING I x PROPERTY LINE ❑ :7 EXISTING SPRINT/NEXTEL DIESEL GENERATOR OHP SETBACKS OF VERIZON WIRELESS EQUIPMENT FROM PROPERTY BOUNDARY NORTH 92'± EAST 97'± SOUTH 147't WEST 114't PRGIECT NO.: 14-0759.06 DRAWN BY: CHECKED BY: F. PAAIW00 M. ABBEY THIS DRAWING IS COFFRIGHIFD AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER Telecom 3 00 U AIDE DRIVE SURE 525 NIRANAR, R 33027 CERWII TE OF AUTHORIZATION 29214 verizon� A7 YAFVdO ROAD BOLA BATON, R 33431 n ♦♦♦,, �� O E N g ���•Y F� Ii No. 6831 : Lu 5T E : 40 i F AC O C•..••?, O R 1 IF DATE OF �GNATURB 12/3/15 SBA MIDWAY ROAD 68858 375 E MIDWAY ROAD FORT PIERCE, FL 34982 SHEET NAME SITE PLAN SHEET NUMBER C1 j EXISTING BUILDING /i�i,/L ii: r'U/.://'� �i/%i14• / i ;�i.vi i� ii�'i4Yi �1 /"--,4 EXISTING 16't WIDE 't > ACCESS GATE , — — — — Tor -0— — — — GRAVELED I�(LEASE AREA) 5�0' GRAVELED -�--�- AREA i 1 2 PROPOSED VERRON E6 E6 WIRELESS UIILRY H-FRAMES IJAL � / \4,� I Lo 1 PROPOSED VERIZON WIRELESS \ C5 EMERGENCY GENERATOR SHUT EXISTING OFF SWTTCl GRAVELED AREA 1 PROPOSED VERILON C4 WIRELESS COAL BRIDGE x EXISTING GRASSED \ AREA \ EXISTING 300't GUYED TOWER x EXISTING SPRINT UTILITY H-FRAME. . «. COMPOUND PLAN _.i . -_. a . T . 1 0 PROPOSED VERFZON WIRELESS C9 500 GALLON LP TANK PROPOSED VERLZON WIRELESS 12' K 30' LEASE AREA (APPRO)aMATELY 360 SO.FT.) PROPOSED VERLZON WIRELESS 1 35KW LP GENERATOR C6 I PROPOSED VERQON WIRELESS EXISTING T-MOBILE EQUIPMENT CABINET OYP. OF 3) - x EXISTING T-MOBILE .` UTILITY H-FRAME .r EXISTING T-MOBILE i� 1 DIESEL GENERATOR EXISTING SPRINT•I I x COAX BRIDGE (TYP.) A, ' , EXISTING SPRINT EQUIPMENT CAE (TYP. 0 EXISTING NE UTILITY H-FF EXISTING 12't ACCESS EXISTING 6' CHAIN -LINK FENCE 3-STRAND BARBED EXISTING T-MOBILE COAX BRIDGE EMPTY E PAD LANDSCAPING SPRINT/NEXTEL ;ENERATOR REV I DATE_ I DESCRIPTION 0 8/4/14 FOR PERYR 1 11/19/15 1 REVISED 'ROJECT NO.: 14 0759.06 DRAWN BY: CHECKED BY: F. PAR RADO N. ABBEY THIS TRAINING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND US AFFIMTES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. Telecom 3400 4 ESIDE DRIVE SUITE 525 ,,.R. R 33027 CE"nCATE OF AUTHORRAPON 29214 veriaon� 777 YAANTO ROAD BOCA RATON, FL 33431 -%p- A. y,�r �,C •,`,L G E: 1V '9 � ���,� No. 68 7 N :C LU AT F 40 Rj'D 0%%� ONALO� 1 DATE PF SIGNATURE 12/3/15 \ SBA MIDWAY ROAD 68858 3 5 E MIDWAY ROAD FORT PIERCE FL W82 SHEET NAME COMPOUND PLAN SHEEP NUMBER 1 C2.1 YREV I DATE I DESCRIPTION A FUTURE VERIZON WIRELESS EQUIPMENT CABINET (TYP. OF 2) CABINET ROOF DICK AWNING (BY OTHERS) t PROPOSED VERIZON C1 WIRELESS EQUIPMENT SUPPORT BEAM (1'/P-) 3 PROPOSED VERIZON C1 WIREII EQUIPMENT CABINET (TYP. OF 3) T PROPOSED C4 VERIZON WIRELESS COAX BRIDGE 30'-0" 6' EXISTING GRAVELED AREA r � GROWTH 1 GROWTH BOUNDARY OF 5' NO -SPARK I RADIUS CABINET CABINET ISON ov Y i PROPOSED e -I I a,.� - I WIRELESS 1l'-6'-6" x 25'-8' C7 CONCRETE PAD • T \ PROPOSED VERIZON WIRELESS I 500 GALLON LP TANK C9 POWER RBA72 ODE 6201 &B8U \. CABINET DARK FlBER CABINET _ CABINET __ w�_ ❑ \�-----'J PROPOSED VERIZON WIRELESS 12' x 30' LEASE AREA (APPROXIMATELY 360 BOST.) / ~7�% I I PROPOSED VERQON WIRELESS EQUIPMENT CANOPY (BY OTHERS) PROPOSED VERIZON WIRELESS EkSWENT FOR COAX RIDGE D \RQIECT NO.: 1 -0759.06 DRAWN BY: CHECKED BY. F. PARRADO M. ABBEY DRAWING IS COPYRIGHIID AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES REPRODUCOON OR USE OF THIS DRAWING AND/OR THE INFORIMTION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRRTEN PERMISSION OF THE OWNER. Telecom MOD W(ESIDE DRry SUITE 525 MIRg . f 33027 CERTIFICATE OF AU ORRATION 29214 verizorV 777 YA TO ROAD BCG RATON. R 33431 cam`• y r •. O`.�+p4'�c ENS <��� • V F No. 6831 �jf�, R 1 O. • U �� GATE 0 IGNATURE: 12/3/15 SBA MIDWAY ROAD 68858 375 E MIDWAY ROAD FOR( PIERCE R_ 34982 SHEET NAME EQUIPMENT PLAN C2.2 EQUIPMENT PLAN ® 1 l . REV DATE DESCRIPTION 0 11/ FOR PERMIT1 11/19/119/15 RENSm TOP OF TOWER - E 300't EXISTING WHIP ANTENNAS EL 300't t PROJECT NO.: 14-0759.06 DRAWN BY: CHECKED BY: EXISTING WHIP ANTENNAS EL 260'i EXISTING T-MOBILE ANTENNAS h EL 25 F. PARRADO M. ABBEY THIS DRAWING IS PROPERTY OF TAE O AND IS I THE SOLE PROPERTY OF THE OWNER R IS PRODUCED SOLELY FOR USE . THE AND S AFFlU IS D REPRO lk THEN FO USE OF THIS DRAWING REPRODUCTION IN ANO/OR THE INFORMATION THE WRITTEN R IS FORBIDDEN W F TI E THE WRINEN PERMISSION OF THE OWNER. EXISTING WHIP ANTENNAS h EL. 230 ± Telecom PROPOSED T-ARM (CONNECT—IT //��jf��A36-HD) OF 3) 3aa0 MESIDE DRIVE sulrU7F s2s MIRAMAR. R 33027 eA„r. L`5 CERTFIATE OF AUTHORIZATION 29214 EXISTING NEXTEL ANTENNAS h d�� ■ �G1O 26 EXISTING SPRINT ANTENNAS h ELEV. VerIZOnv/ EL IOU± 4 740't RAD CENTER OF PROPOSED VERIZON WIRELESS ANTENNAS J� , F7.. 140'f 4 PROPOSED FLUSH MOUNT PLATES (CONNECT -IT /FNP-2) YAMATO ROAD BOCATRATON, FL 33431 (IMP. OF 3) EXISTING 300'± GUYED TOWER PROPOSED VERIZON M � LI PROPOSED VERIZON WIRELESS EQUIPMENT CABINET CM. OF 3) PROPOSED VERIZON WIRELESS 35KW LP GENERATOR PROPOSED PIPE FACE (CONNECT -IT W12) CS �SFo (. OF 3) r ANTaEyA MOST KR pa8 (CONNECT -IT FIG) � PROPOSED VERZON WIRELESS 2 ANTENNA (CSS MODEL f C5 X7-CAP-665-42) (IMP. OF B) ,�♦ A. %�U.y� ,�' No. 6831 W •• F ,♦i �s'c O R 1 O Q•'(�����, ,♦♦♦♦�♦sj •OM..... DATE OF IGWTURe 12/3/15 SBA MIDWAY PROPOSED 500 GALLON UP TAN n ROAD GRADE r EL o— H 68858 375 E MIDWAY ROAD FORT PIERCE, FL 349n SHEET NAME NOTE, ELEVATION AND THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED MOUNTING DETAILS ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS SHEET NUMBER REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS. ELEVATION �® 1 PROPOSED ANTENNA LAYOUT ITS 2 C3 CONTRACTOR SHALL MOUNT LMU ANTENNA TO THE COAX BRIDGE POST CLOSEST TO THECOAX PROPOSED GPS EQUIPMENT AND IT SHALL BE CABLES MOUNTED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. COAX 2' MIN. 5 - BRIDGE e O.D. ItI 1.3rF.--y 2 - MAX.WX. MOUNTING PIPE / 1 �f 1 + VERIZON WIRELESS PROPOSED MOUNTING BRACKET (PROVIDED WfTIl� TOWER ! EQUIPMENT EXISTING CABLE j CABINET BRIDGE POST \� ESTABLISH CONNECTION AND PROPOSED )rO PROVIDE WEATHERPROOF KIT U-BOLT (GYP.) O 1 ' O CONCRETE s PIER TI /% PROPOSED CABLES (PROVIDED W/ ANTENNA) I - fgm i NOTES- 1. LOCATION OF GPS MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS. 2. ALL GPS LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES._ VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS. COAX BRIDGE ELEVATION (SIDE) NTs 11 GPS DETAIL Nrs 2 _2' MIN. CABLE SUPPORT (CONNECT -IT PART # CSB158 OR CABLE BRIDGE KIT APPROVED EQUAL) CONNECT-R (OR APPROVED EQUAL) ---------- CABLE BRIDGE KIT CONNECT-R (OR APPROVED EQUAL) __________ ft - R 1 e ® Y TRAPEZE KIT (INCLUDED i•I WITH CABLE BRIDGE KIT) (MAX) i CI m R O R Y T� 1 G ®a 3.000 PSI CONCRETE WITH SONOTUBE FORM (TrP.) Vie 12• MIN.: .. 12• CABLE BRIDGE AXONOMETRIC Nr5 3 CABLE BRIDGE CROSS—SECTION Nrs 4 TRAPEZE ISOMETRIC Nrs 5 REV DATE DESCRIPTION D 9/4/14 FOR PERMIT 1 11/19/15 REVISED PROJECT NO.: 14-0759.06 DRAWN BY: CHECKED BY: F. PPARADOI M. ABBEY 10 THIS DRAWING IS CDPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE W THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PROPOSED ANTENNA TILT - BRACKET PROWDED - W/ANTENNA PROPOSED GALVAN® STEEL END PIPE CAP (TYP.) PROPOSED PIPE MOUNTING BRACKETS PROVIDED PROPOSED VERRON WIRELESS O • a W/ANTENNA (TYP.) EMERGENCY SHUT-OFF SWITCH MOUNTED TO POST PROPOSED 3Y SCH z 40 GALVANRED PIPE x ANTENNA MAST KIT 4 FIf CONDUIT FOR GENERATOR -'(CONNECT -IT fMIK18) EMERGENCY SHUT-OFF SWITCH m (TYP.) CONTROL WIRING PIPE BONDING CLAMP (TYP. FOR EACH " METALLIC CONDUIT) i - RE TINED UCONDUCTORNTO ;�` \ /• �\ /rT . COPPER GROUND EQUIPMENT GROUND RING (TYP. r\ FOR EACH CONDUIT) /2 AWD SOLID BARED TINNED rA i `i 3,000 PSI j COPPER EQUIPMENT GROUND RING a ( CONCRETE �.' :'. PROPOSED ANTENNA BRACKET PROVIDED - W/ANTENNA I PROPOSED ANTENNA EMERGENCY SHUT—OFF SWITCH Nrs 1 IANTENNA MOUNTING DETAIL NTs 2 (NOT USED) 13 PROPOSED PIPE FACE (CONNECT -IT /CPF12) (1YP. OF 3) PROPOSED CHANNEL CROSS PLATE (/yYPC�ONNECT-R }CPFH) _ ( T. OF 3) PROPOSED T-ARM (CONNECT -IT %TA36-HD) (TYP. OF 3) PROPOSED FLUSH MOUNT PLATES (CONNECT -IT #F'MP-2) - (TYP. OF 3) EXISTING TOWER LEG (TYP.) . ANTENNA MAST KIT (CONNECT -IT /AMK16) ' (TYP. OF 6) PROPOSED CROSSOVER PLATE (CONNECT -IT MO. COP2-2) MOUNTING DETAIL NTs 4 (NOT USED) 5 Vei Wireless � ANTENNA LAYOUT DIAGRAM AntemaL pd Diagre 9BAM1 R.d _ - 16 m_ ANTENNA LAYOUT Nae Xv ow ..lw uom� v.nE ]119R wm PM REV DATE DESCRIPRON 0 11/19/15 FOR PERMIT PROJECT NO.: 14 0759.05 DRAWN BY: CNECKm BY: F. PARRADO M. ABBEY z EXISTING SOIL TO BE 11'-6" X 25'-6" COMPACTED TO 95% OF CONCRETE PROCTOR DENSITY PER EQUIPMENT PAD, ASTM D1557, METHOD C CRETE PAD 1'-3?¢" WITH MPCRO FIBER _ REINFORCEMENT J� �'♦' CHAMFER (TYP.) STUB -UP AREA (TYP.) J L 6 MIL MIRAFI POLYETHYLENE PLASTIC NOTES: SHEET, (OR APPROVED EQUAL) 1. FOUNDATION DESIGN IS BASED ON A PRESUMPTIVE SOIL BEARING CAPACITY OF 1,500 PSF FOR CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILT. 2. CONTRACTOR SHALL PROVIDE A LETTER AFTER GROUND HAS BEEN BROKEN ATTESTING THAT THE SITE SOIL CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE FOUNDATION DESIGN IS BASED. 3._BROOM FINISH THE PAD TO AN EVEN SURFACE 04"f PER 10 FEET). CONCRETE EQUIPMENT PAD DETAIL ® 1 CONCRETE EQUIPMENT PAD SECTION 2 (NOT USED) 3 (NOT USED) 4 /REV I DATE I DESCRIPTION PROPOSED WIRELESS GENERATOR ON PF CONCRL� .... v v GENERATOR CONNECTION PLAN VIEW 1 (NOT USED) NTS 13 ALL INFORMATION ON THIS SHEEP IS REPRODUCED FROM MANUFACTURER CUT SHEETS EXHAUST PAN CAP PROPOSED VERRON WIRELESS 35KW LP GENERATOR ON PROPOSED EXHAUST MN CAP GENERATOR DETAILS CONCRETE PAD OUTPUT WKW PROPOSED VERRON FUEL TYPE LP WIRELESS 35KWUP GENERATOR COONPROPOSED )5.0 POWERS WED W/ 3- EMBED (TYP 4.000 PSI CGNCF WITH MICI REINFO Will POWERS WEDGE BOLT W/ EMBED (TYP. OF 4.000 PSI CONCRETE PAD WITH MICRO FIBER REINFORCEMENT (GENERATOR CONNECTION SIDE ELEVATION � 12 1 GENERATOR CONNECTION END ELEVATION 4) PROJECT NO.: 14 0759.05 DRAWN BY: CHECKED BY: F. PARRADO I M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS WE SOLE PROPERTY OF THE OWNER B IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WDHOUT THE WRTITFN PERMISSION OF WE OWNER. Telecom 3400 UU ESOE DRNE suD 525 MITI R. R 33027 CER HIG OF AOINORRA➢ON 29214 veriaoW n7 YAMATO ROAD 80CA BATON, R 33431 ki o.683'1 44 57 T F �' ♦♦i tS`S 0 ♦��h. ONA L % DATE OF SIGNATURE: 12/3/15 SBA MIDWAY ROAD 68858 375 E MIDWAY ROAD FORT PIERCE. FL 34902 SHEET NAME GENERATOR DETAILS SHEET NUMBER C8 v C OUTLINE 500 GAU ABOVE GRI COMPL PROP( NOTES- 1 . PROVIDE APPROPRIATE SLEEVES/CLIPS AND THIMBLES FOR STEEL WIRE ROPE CONNECTIONS. 2. STEEL WIRE ROPE SHALL HAVE A MINIMUM SAFE WORKING LOAD OF 1.200 LBS. ° 3. CONCRETE ANCHOR, EYE NUTS AND TURNBUCKLE SHALL HAVE A MINIMUM ALLOWABLE TENSION CAPACITY OF 1,200 LBS. LP TANK PLAN VIEW DETAIL 1 1 (NOT USED) 121 PT Ya 0 VINYL COATS[ STEEL WIRE POWERS WO W/ 2% EMBED EYE WITH HOOK TURNBUCKLE (TYP. OF 2) %'0 GALVANIZED STEEL EYE NUT (TYP. OF 4) W/ 2h' EMBED (TYP. OF 4) 1. 2.000 PSF ALLOWABLE BEARING CAPACITY ON SANDY SOIL (FBC TABLE 1806.2). 2. COMPACTED FILL (EXISTING SOIL TO BE COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY PER ASTM D1557). LP TANK FRONT VIEW � 3 LP TANK SIDE VIEW ,� 4 /REV I DATE I DESCRIPTION PROJECT NO.: 14-0759.06 DRAWN BY: CHECKED BY: F. PARRADO M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED W IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. Telecom 3400 MESIDE ORNE sun 525 MIRMMR. FL 33027 CERIIFiC n OF ADMORIZARON 29214 verizonIV/ 777 YU TO ROAD BOLA RATDN, FL 33431 No. 68312 W ST EO ;�14 NA L DATE OF tGRATURE 12/3/15 SBA MIDWAY ROAD 68858 375 E MIDWAY ROAD FORT PIERCE, FL 34982 SHEET NAME PROPANE TANK DETAILS SHEET NUMBER C9 REV DATE DESCRIPTION 1" 0 11/19/15 FOR PERMIT 5" 7" 12 -1" 3 -2" T -4" 3 -2" 3 -2" 1 -6" -- - -- -- -BEAM A _ -__- __ _,_BEAM B--- c� .o oj iO "r PR0.IECT NO.: 14 0759.06 — — — — — — I DRAWN BY. CHECKED BY: F. PARWIDO M. ABBEY J - THIS DRAWING IS COPYRIGHTED AND IS — — — — — — — THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE I3Y THE OWNER AND ITS AFFILIATES. 2 REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN _ W PERMISSION OF WE OWNER. n �V Z Lv _-_-.__._--- __BEAM A --- ---a'_°_ L-------------------J Telemm 3400 AKESIDE DRIVE SUITE 525 jp MIRAM4R, FL 33027 CERIIFMATE OF AUMORIIATION 29214 E-34 _-_s--- _- __ BEAM A ROOF COLUMN (TYP.) verizoW 25'-6" (BY OTHERS) CONCRETE SLAB A7 YAMATO ROAD ROCA RATON. R 33431 EQUIPMENT BEAM LAYOUT 00r 1 .� �pfC: • •� E Al • �/� �i e-8' ----- - �G4C is 4' 2°-8" - 2'-8- 2'-8" 4" - VARIES No. 68312 •: (BASED ON CABINET DIMENSIONS) � VARIES WBK31 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (BASED ON CABINET DIMENSIONS) , �.• ST E :•k!, 7iI� �, SS.• • O R 1 O •��,�� BEAM A i§" HOLES FOR 74" HILTI 0 :EW8x3l (TYP.) J, °ANAL RODS EMBEDDED 4' WITH iy� F S �{ :-, �iy4 DAIS OIGNATURE 12/3/15 HILTI HIT HY200 ADHESIVE SBA MIDWAY 3.-2. a c aj i ROAD G 68858 CONCRETE SLAB^ 375 E MIDWAY ROAD DO- _ _ _ _ _ _ _ = W8z31 ` ` - _ _ - - _ _ _ FORT PIERCE, FL 34982 SHEET MANE HOLES FOR $yt " HILT] RODS EMBEDDED 4" WITH HILTI HAS THREADED ROD EMBEDDED HIL11 HIT HY200 ADHESIVE MIN. W WITH HIT KY-200 ADHESIVE (TYP.) BEAM B DETAILS SHEET NUMBER EQUIPMENT BEAM DETAIL � 2 CABINET CONNECTION DETAIL 3 C10 1. ' SCOPE: PROVIDE LABOR, MATERIALS, AND EQUIPMENT, ETC., REQUIRED TO COMPLETE THE INSTALLATION SHOWN ON THE DRAWINGS. /REV I DATE I DESCRIPTION \ 2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND ORDINANCES, UTILITY COMPANY REGULATIONS AND APPLICABLE REQUIREMENTS OF LATEST EDITIONS OF: A. NFC - NATIONAL FIRE CODES B. UL - UNDERWRITERS LABORATORIES C. NEC - NATIONAL ELECTRICAL CODE D. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION E. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT - 3. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC. 4. COORDINATION: COORDINATE WORK WITH OTHER TRADES. 5. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. CUTTING AND PATCHING: PROVIDE CUTTING REQUIRED TO DO THE WORK. DO NOT CUT MAJOR STRUCTURAL ELEMENTS WITHOUT APPROVAL PATCHING SHALL BE OF QUALITY EQUAL TO AND OF MATCHING APPEARANCE OF EXISTING CONSTRUCTION. 7. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 8. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA 9. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA 10. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND TI CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, Yz INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA 11. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL QUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT IDES). 12. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 13. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 •C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 14. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CUSS B STRANDED COPPER CABLE RATED FOR 90 •C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 15. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 •C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 16. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (99C IF AVAILABLE). 17. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSVIEEE, AND NEC. 18. CONDUIT AND TUBING FTTTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 19. CABINETS, BOXES, .AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA UL, ANSVIEEE, AND NEC. 20. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. 21. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS GRIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM. PROVIDE SUPPORT CABLES AS PER N.E.C. TABLE 300.19(A). ELECTRICAL NOTES 1. ALL GROUND ELECTRODE SYSTEMS SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION GREEN TAPE, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE USED. 3. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 4. APPROVED ANTIOXIDANT COATINGS (I.E.. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 5. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 6. GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS META UC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. IPROJECT NO.: 14-0759.06 I \ F. PARBADO I M. ABBEY / THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. Telecom 3400 LWESIOE DRIVE SURE 525 MIRAMAR. R 33027 CEURCATE OF AUTHORRATION 29214 verizorV 777 YAMATO ROAD OOG1 RATON. FL 33431 Op-b �• y H CENS •Ii No. 6831 C+•. JAI CR1 DATE OF rNATURE 12/3/15 SBA MIDWAY ROAD 68858 375 E MIDWAY ROAD FORT PIERCE FL 34982 SHEET NAME GROUNDING AND ELECTRICAL NOTES GROUNDING NOTES I El [REV I DATE I DESCRIPTION 17; EXISTING AT&T FIBER BOX EXISTING UTILITY POLE G Cq PROPERTY BOUNDARY \CA\ \ \A \ 11 1I I�C I� 9I �I I� 9I PROPOSED 5' WIDE VERIZON I 5� WIRELESS NON-EXCLUSIVE v UTILITY EASEMENT II �I Ic �I I� PROPOSED 3Y CONDUIT FOR POWER I (APPROXBMTE LENGTH I� I� c T PROPOSED (2) CONDUITS FOR (APPROXIMATE LENGTH 1*0 CONDUIT FOR GENERATOR EMERGENCY SHUTOFF SWITCH 1. PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR SHALL DETERMINE SUITABLE ROUTING IN THE FIELD. 2. PROPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL APART FROM PORTION ENTERING EQUIPMENT CABINET, WHICH SHALL BE FLEXIBLE LIQUID TIGHT CONDUIT. MIDWAY ROAD 1 ucr LIGT — UGP ' UGP — EXISTING BUILDING I 0 Ie i o XI tyLIGP _ lI P_____ 1/r x I PROTECT NO.: 14 0759.08 DRAWN BY: CHECKED BY: F. PARRADO I M. ABBEY IRIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY WE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IF IS FORBIDDEN WITHOUT ME WRITTEN PERMISSION OF THE OWNER. Telecom 34OD LAKESIDE OME SUITE 52S MIRPNAR. R- 33027 CERTFI M OF AUIHORIL➢ON 29214 veriaorV n] YAMATO ROAD SOCA BATON, R M431 %%�-�Q �•G E N S i ,�:• No. 6831 : N ST E :•W' �le�SS•.• R 1 D •�(�,�� NA DATE OF #ANATURE: 12/3/15 BA MIDWAY ROAD 68858 375 E MIDWAY ROAD FORT PIERCE R. M982 SHEET NAME UTILITY ROUTING SITE PLAN E2.1 UTILITY ROUTING SITE PLAN /REV I DATE I DESCRIPIION i PROPOSED 2•0 CONDUIT FOR POWER 2 1 PROPOSED VERIZON EIS EIS WIRFI UTILITY H—FRAME ePROPOSED VERIZON EIS WIRELESS METER 1 PROPOSED VERRON EIS RELESS DISCONNECTPROi EIS OSEDVPO WIRELESS P— ePROPOSED EIS WIRELESSESS ATS ATS F I '3" U DGT - e UGP —U PROPOSED (2) * 0 CONDUITS FOR TELCO (APPROXIMATE LENGTH 200•t) PROPOSED 3•0 CONDUIT FOR POWER (APPRO)IMATE LENGTH 200•t) PROPOSED 2*0 CONDUIT FOR POWER PROPOSED 2•0 CONDUIT FOR TELCO PROPOSED 2•0 CONDUIT FOR TELCO PROPOSED 2'0 CONDUIT FOR DC POWER PROPOSED 4•f CONDUIT FOR GENERATOR POWER PROPOSED YCf CONDUIT FOR BATTERY CHARGER/BLOCK HEATER PROPOSED 1'0 FOR GENERATOR CONTROLS AND ALARM — LOT FUTURE GROWTH m CABINET cci P —P fI i 9 C POWER RBA72 o CABINET DARK FIBER CABINET c T v c> � UGA— UGA UGA UGP — UGP $ UGP — UGP UGP — UGP I UGP — UGP — UGP — UGP — UGP --+- UGP +— UGP — UGP NOTES: 1. PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR SHALL DETERMINE SUITABLE ROUTING IN THE FIELD. 2. PROPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL APART FROM PORTION ENTERING EQUIPMENT CABINET, WHICH SHALL BE FLEXIBLE LIQUID TIGHT CONDUIT. UTILITY ROUTING PLAN P FUTURE GROWTH CABINET o ODE 8201 k BBU CABINET UGA— UGA— UGA a I 0 UGA— UGA UGA i UGP UGP LOP • UGP UGP e — UGP — UGP J VERIZON 35KW _ PROJECT NO.: 14-0759.06 DRAWN BY: CHECKED BY: - -1,, F. PARRADO M. ABBEY I - / •� THIS PROPERTY OFIWEOWNER.1R SOLE IS PRODUCED SOLELY FOR USE BY THE _ OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF IRIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS RBIDDEN OTTHE m� / A PERMISSION THE OWNERrHOUr PROPOSED VERIZON WIRELESS 500 GALLON TANK Telecom Q 3400 MESIDE DRIVE sm1E 525 / rn ; MIRAWR, R 33027 I / CERPFICATE OF AUIHORIMON 29214 vei rl \ _ n7 rAxwlO ROAD GA— UGA UGA PROPOSED 1GA PIPE POR GENERATOR GAS FEED BOCA RATON. FL 33431 y PROPOSED 1•0 CONDUIT T %% p • P i�i FOR ALARM �J,��(;p.•\G EIq •S/��� •V PROPOSED 100 CONDUIT �, (J.•. I i FOR GENERATOR No. 6831 L'0 EMERGENCY SHUT—OFFSWITCH •; * 5T E % DALE 0 GNAIURE: 12/3/15 SBA MIDWAY ROAD 68858 375 E MIDWAY ROAD FORT PIERCE, FL 34982 SHEET NAME UTILITY ROUTING PLAN SHEET NUMBER E2.2 3#3/0, 1#60 — 3/3/0, 1#6G — 3#3/0 — FROM UTILITY POLE M 1#2G — EQUIPMENT SCHEDULE ,� PROPOSED VER¢ON WIRELESS METER '2\ PROPOSED VERIZON WIRELESS 200A, 120/24CV, 10, NEMA 3R FUSIBLE DISCONNECT W/ 200A, 100K NO RATED FUSES ,PROPOSED VER¢ON WIRELESS 200A, 120/24OV, 1E NEMA 3R ATS PROPOSED VER¢ON WIRELESS 200A, 120/240V PPC W/ BUILT IN PRO AND GEM PLUG PROPOSED VFRWIRELESS 35KW LP GENERATOR WffH 500 GALLON FUEL TANK PROPOSED VFR¢ON WIRELESS EMERGENCY GENERATOR SHUT OFF SWITCH ELECTRICAL ONE -LINE PANEL SCHEDULE RBA72 POWER CABINET 2P-40A 12P-60A 2P-40A I 1P-20A 2P-40A 1P-20A 2P-40A 1P-20A 2P--440A J 1P-20A 1t 1P-20A —313/0, 1#6G — 4'YC (GENERATOR POWER) —2#12 — 1YC FOR CONTROL WIRING AND ALARM CABLES PER VER¢ON WIRELESS LTL mmmrtlM GENERATOR RECEPTACLE 200A PRIMARY & SECONDARY MAIN -BREAKER W/ WALKING BEAM INTERLOCK 1006, 4#10G, 1#8G-2•C PANELNAME •.£RIZON-_ LOCATION- H-FRANE PANEL RATING 200 AMPS PHASE 1 120240 VOLTS WRE 3 % MCB RATING 200MvP MAN LUG ONLY NO. DESCRIPTION B WIRE GND COND COND GND 1MRE A B OESCRIPRON NO. 3 R8472 3.5 402 10#S,4#10G.1#8G- 2'C 602 0 SURGESUPPRESS07 35 0 4 5 3.5 - 402 112" #12 #12 20/1 15 - BLOCKHEATER 6 7 35 112" #12 #12 20M 03 BATTERYCHARGER 8 9 35 - 402 12" #12 #12 202 02 TI SPACE 10 12 35 13 3.5 40,2 SPACE 14 15 - 35 SPACE 16 17 3.5 - 402 SPACE 18 19 3SETH SPACE 20 21 0.5 2011 1 SPACE 22 23 0.5 20/1 SPACE 24 SUBTOTAL IOA CON 0 0 0 0 SUBTITLE KVA CON SUBTOTALKVA ONCOE 18 18 1.7 03 SUBTOTAL K%A(NONCONn TOTAL KVA 38.0 1583 TOTAL AMPSNON-CONT+125%CONT. I rrn....0 vv.m rnveL GENERATOR SPECIFICATIONS 35KW BREAKER SIZE 150 AMP VOLTAGE 120/240 PHASE 1 POLES 2 AC RATING 22K SEPARATELY DERIVED NO FUEL LP REV DATE DESCRIPTION O 6/4/14 FOR PERMR 1 11/19/15 REVISED PROTECT NO.: 14 0759.06 DRAWN BY: CHECKED BY: F. PARRADO M. ABBEY THIS DRAWING IS COPYRIGNIEO AND IS THE SOLE PROPERTY OF THE OWNER. TT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING 12, 1#12G 1X-OC FOR BATTERY AND/OR THE INFORMATION CONTAINED IN CliARGLOCKER/B HEATER) IT IS PERMISSION OF THE OWNER BIDDEN WITHOUT THE mFN 2#12 — 1.00 Telecom 3400 W(ESIOE DRIVE SUOE 525 MIRMMR. FL 33027 CEROFI M OF AUMORIMON 29214 verizon� 777 YAEZ_4TO ROAD BOCA BATON, R 33431 ,. ....N. • iIn -. FNo. 6831 N 1LA ST E Jb ii�, SS•. R DATE OF NATURE 12/3/15. BA MIDWAY ROAD 68858 375 E MIDWAY ROAD FORT PIERCE FL 34982 SHEET NAME ELECTRICAL ONE -LINE v, SHEET NUMBER 7 E3 Ru G o c � EXISTING TOWER GROUND RING VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION EXISTING 6' HIGH , CHAIN —LINK FENCE W/ x © 3—STRAND BARBED WIRE T 510 SI 4 6 6 x x 1 I x o1 6 0 (TYP.) u n LI / x G A G G G— G G G 14 6 x n r � f � KEY ■ MECHANICAL BOND • EXOTHERMIC BOND • GROUND ROD O INSPECTION WELL x i /_\,_ _ 1Q PROVIDE A #2 AWG SOLID BARE TINNED COPPER GROUND RING AROUND THE EQUIPMENT PAD AND THE TOWER. ALL EXTERIOR GROUNDING CONDUCTORS SHALL BE BURIED A MINIMUM OF 30' BELOW GRADE. THE GROUND RING SHALL BE INSTALLED 18' AWAY FROM FOUNDATIONS (MINIMUM UNLESS SHOWN OTHERWISE ON DRAWINGS). WHERE REQUIRED DUE TO SOIL CONDTRONS AND THE PRESENCE OF ROCK, THE ROUTING OF THE GROUND RING MAY BE ADJUSTED. ALL BONDS TO THE BURIED GROUND RING SHALL BE WITH EXOTHERMIC WELDS. Q ALL BONDING JUMPERS SHALL BE INSTALLED OVER TOP OF SLAB. NO JUMPERS SHALL BE RUN THROUGH SLAB. Q3 NOT USED. ® PROVIDE A 6" DIAMETER PVC INSPECTION SLEEVE WITH REMOVABLE COVER WHERE SHOWN FOR ALL PRIMARY CONNECTIONS TO BURIED GROUND RING. SEE GROUND ROD INSPECTION WELL DETAIL, FOR TYPICAL GROUND RING INSPECTION SLEEVE. NOTE: INSPECTION SLEEVE CAN BE USED AS A TEST WELL FOR GROUND WATER LEVEL INSPECTION AND GROUND RESISTANCE TESTING. QS INSTALL GROUNDING CONDUCTOR(S) FROM THE BURIED GROUND RING FOR CONNECTION TO THE GROUND BAR AT BOTTOM OF TOWER. VERIFY EXACT LOCATION OF GROUNDING BAR AND PROPER 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 AWAY FROM TOWER BY USING STAND-OFFS OR ROUTING THE CONDUCTORS IN FLEXIBLE PVC CONDUIT: COORDINATE LOCATION WITH CONSTRUCTION MANAGER. SEE TOWER GROUNDING. © INSTALL %" x 10'-0' LONG COPPERCLAD STEEL GROUND RODS. SPACING BETWEEN RODS NOT TO EXCEED 16'-0" (NON -LINEAR). TYPICAL FOR ALL GROUND RODS SHOWN, UNLESS NOTED OTHERWISE SEE GROUND ROD DETAIL - GROUND ROD MAY BE INSTALLED WITH A MAXIMUM VARIATION OF 30' FROM VERTICAL IF ROCK IS ENCOUNTERED AND CONTRACTOR SHALL BE PREPARED TO CORE DRILL TO INSTALL GROUND RODS AND BACKFILL WITH GROUND ENHANCEMENT MATERIAL Q7 COIL 6'-0- SECTIONS OF #2 AWG SOLID WIRE FOR FUTURE EQUIPMENT. TYPICAL OF 2 QB BOND EQUIPMENT TO BURIED GROUND RING. Q9 BOND COAX BRIDGE, H-FRAME, CANOPY SUPPORT, AND CABINET SUPPORT BEAMS TO BURIED GROUND RING (TYP.). EXOTHERMICALLY WELD A #2 AWG SOLID BARE TINNED COPPER CONDUCTOR TO THE WAVEGUIDE POST AT 12" ABOVE GRADE AND CONNECT TO THE BURIED GROUND RING. PROVIDE CONDUCTOR LENGTH AS REQUIRED TO MAKE CONNECTION. ©0 INSTALL GROUNDING CONDUCTOR(S) FROM THE INSULATED GROUND BAR AT BOTTOM OF TOWER TO TOWER MOUNTED UPPER GROUND BAR(S). VERIFY EXACT LOCATION OF GROUNDING BARS AND PROPER CONDUCTOR LENGTH. EXOTHERMICALLY WELD (2) #2 AWG SOLID BARE TINNED COPPER GROUNDING CONDUCTORS (LENGTH AS REQUIRED) TO THE GROUND BARS. SEE GROUND BAR DETAIL - PROVIDE (2) #2 AWG SOLID BARE TINNED COPPER CONDUCTORS BETWEEN ENTRY PORT GROUND BAR AND BURIED GROUND RING. >2 PROVIDE #2 AWG GROUND CONDUCTOR IN % PVC CONDUIT. 'REV DATE DESCRIPTION 0 6/4/14 PER PERMIT 1 11/19/15 REVISED PROJECT NO.: 14 0759.06 DRAWN BY: CHECKED BY: F. RADO M. ABBEY THIS DRAWING'IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PROD= SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. Telecom 3400 LAKESIDE DRNE SUn 525 CE FICATE OF A HORRATION 29214 verizonv' n7 YAMATO ROAD SOC4 BATON. R 33431 ,♦ 4', C, E N I't No. 683' r.* :W RTC •�G ♦♦♦ Ai. sS•. F. DATE OF S TURE: 12/3/15 BA MIDWAY ROAD 68858 375 E MIDWAY ROAD FORT PIERCE, FL 34982 SHEET NAME GROUNDING PLAN SHEET NUMBER GROUNDING PLAN ® 1 GROUNDING KEY NOTES 1211 E4 REV DATE DESCRIPTION 0 6/4/14 FOR PERMIT FINISH GRADE i4 GALV. SCREWS INSULATOR PART# INS38-K PLASTIC OR APPROVED EQUIVALENT /® 1 TEST Ys x4"x12" OR %4 x4"x20" Kl Jr� COVER BUS BAR SITE PRO 1 WELL u PART #'S MG41236 (TYP.) o 34"zii SS BOLT MC42051 (MGB) �� 6" PVC TEST z LOOP �/ 6 ®� EXOTHERMIC .�.. PROJECT NO.: 14 0759.06 8®� �° ° - 0600°66 (TYP.) °a GROUND o.D 8 D CONNECTION TYP. DRAWN BY: CHECKED Br: - �ij / 6 06000 CABLE F. PARRIDO M. ABBEY ° 1"z4" SLOT IN PVC ®®/ 0 0 B ®° ° ®® ® ® ®° 006019 0 PIPE AT GROUND iO THIS DRAWING IS COPYRIGHTED AND IS OP ® ° ° o ®® / 0 0 6 0 0 ° CABLE LOCATION IS PRODUCED SOLELY OFOR USED BY THE ° ° O ®0000 0 ° 1} OWNER AND ITS AFFILIATES. OUNTING BRACKET REPRODUCTION OR USE OF NIS DRAWING PART$ MT200 OR AND/OR THE INFORMATION CONTAINED IN ° APPROVED EQUIVALENT IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ® i 3" COMPACTED - SAND ILL COPPERCLAD STEEL • A GROUND ROD o SS LOCK WASHER 44 x 10' (TYP.) Telecom 36"x'Yi SS BOLT $2 AWG TINNED WIRE LEAD SS ANGLE ADAPTOR yQ]E; 3+00 n 1525oRIVE W/ THERMOWELD PART# MG-ADAP-K NOTE' MIRAMIUAR, EL 33027 OR APPROVED EQUIVALENT CONTRACTOR TO APPLY ALL WORK SHALL CONFORM TO �'Nql- CMFIC M OF A ORIaTON 29214 LEAD SHOWN FOR CLARITY (TOWER MOUNTING KIT) COPPERSHIELD OR NO-OX THE LOCAL BUILDING CODES. DEPTH MAY VARY. TYPICAL GROUND BAR NMI 1 GROUND ROAD INSPECTION WELL DETAIL NTS 2 ■ verizoW 777 YA"TO ROAD BOG BATON, R 33431 GAEly S,�,,��. SECTOR ALPHA SECTOR BETA SECTOR GAMMA a` No. 6831 •• � ANTENNA (TYP.) ANTENNA .MOUNTING PIPE (TYP.) TOWER MOUNTED T r AMPURER P EXOTHERMIC COAX J MPER(TYP.) ,'�i�S• . R 1 Q••C2 WELD TYP.) NA I -COAX GROUNDING DATE OF NATURE 12/3/15 KIT (TYP.) 10 TOWER MOUNTED COAX CABLE GROUND BAR BA MIDWAY (TYP.) ROAD TWO -HOLE "RILLED AAA HAN CAL 68858 COMPRESSION • • GROUND BAR MOUNTED CONNECTOR AT BASE OF TOWER 375 E MIDWAY ROAD (TYP.) FORT PIERCE, FL M982 • • MASTER GROUND BAR SHEET NAME GROUNDING DETAILS SHEET NUMBER TOWER GROUNDING DETAIL NTs 3 (NOT USED) 4 E5 - REV DATE DESCRIPTION 6,-6" 61-6" O 11/19/15 FOR PERMIT PROPOSED UTILITY RACK PROPOSED METER POST (TYP.) - -- - ,PROPOSED UTILITY RACK I POST (TYPJ GALVANIZED 1%" UNISTRUT O O _ SUPPORT MATERIAL GALVANIZED 1%" UNISTRUT FIELD VERIFY SPACING L _ SUPPORT MATERIAL ❑I� - - _ FIELD VERIFY SPACING PROPOSED 200A, PROPOSED ATS PROPOSED 200A, 240V, 1 120/24OV, 10 NEMA 3R EQUIPMENT CABINET TELCO CABINET PROJECT NO.: 14-0759.06 10 NEMA 3R FUSIBLE PPC WITH BUILT IN LOAD DRAWN BY: CHECKED BY: DISCONNECT CENTER AND NITS F. PARRADO M. ABBEY m G10 E CONDUIT FOR THIS DRAWING PRO IS PROPERTY OF THE AND IS GENERATOR ALARM THE PRODUCED ED SOLELY of THE OWNER. R 2"0 CONDUIT TO IS PRO WNER SOLELY FOR USE BY WE DISCONNECT 20 CONDUIT FOR TELCO OWNER AND S AFFITHIS D REPRODUCTION F USE OF THIS DRAWING #8 AWG SOLID COPPER 20 CONDUIT ANDIT IIsDFORBIo ENDRW WOUN CONTAINED HE AWRIR IN"0 CONDUIT TO FROM TELCO SOURCE PERMISSION OF THE OWNER. GROUND RING (TYP.) PIPE BONDING CLAMP 2'0 CONDUIT 31 0 CONDUIT FOR BATTERY (TYP. FOR EACH METALLIC FROM UTILITYI HI CHARGER/BLOCK HEATER DUIT) 20 CONDUIT TO PIPE BONDING CLAMP ATS (TYP. FOR EACH METALLIC 2"0 CONDUIT FOR, QUIT) GENERATOR POWER2 AWG SOLID BARE Telecom 2ti0 CONDUIT FOR TINNED COPPER GROUND 2'0 CONDUIT TO PPC CONDUCTOR TO EQUIPMENT EQUIPMENT POWER GROUND RING `11 /P.) � '�\ , \ /.�\/ \�%;� \ • \�( ;'4 0 CONDUIT3400 W(ESIDE DRIVE 2"0 CONDUIT FOR POWER FOR CONTROLS ulRAuaa F52i3azT 2'0 CONDUIT TO FROM ATS GROUND RING CERIIFIWIE OF R. FI-33027 29214 ATS u #2 AWG SOLID BARED TINNED COPPER GROUND RING H-FRAME DETAIL (WEST ELEVATION) NrS Fl H-FRAME DETAIL (EAST ELEVATION) NTsl 2 verizoW nT YAUATO RTD BOG RATON, FL 33431 T A ' ?y '% ♦♦ 4'' •G E ,�:• No. 68312 N :w r S AT OF _14/ i,Fse P : ♦ ♦� C•.. 1 ID t! ♦♦♦ DATE OF SIGMA RE 12/3/15 SB4 MIDWAY ROAD 68858 375 E MIDWAY ROAD FORT PIERCE FL 34982 SHEET NAME DETAILS SHEET NUMBER ((NOT USED) 3 E6 c 1 2 3 4 DESIGN PARAMETERS UTILITY INLET PRESSURE 2.0 PSI DESIGN PRESSURE DROP 1.0 PSI APPROXIMATE PIPE RUN LENGTH 120• DESIGN INPUT RATE 100`b LOAD 315t CFH MIN. PIPE DIAMETER TAB (402.4 (3)) Y2" SCH. 40 EQUIPMENT OPERATING PRESSURE 11' 14"•H2 REV DATE DESCRIFNON THIS INSTALLATION SHALL COMPLY WITH THE 2010 FBC FUEL GAS CODE. a it/t9/15 FOR PERMIT THE CONTRACTOR SHALL FIELD VERIFY ALL CONDUIT LENGTHS, ROUTING AND PLAN DIMENSIONS AND SHALL IMMEDIATELY NOTIFY CONSTRUCTION MANAGER AND ENGINEER OF ANY DISCREPANCIES. FOR OTHER THAN BLACK STEEL PIPE, EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL MARKED "GAS" IN BLACK LETTERS. THE MARKING SHALL BE SPACED AT INTERVALS AT INTERVALS NOT EXCEEDING 5 FEET. THE MARKING SHALL NOT BE REQUIRED ON PIPE LOCATED IN THE SAME ROOM AS THE EQUIPMENT SERVED. PIPING SHALL BE MARKED WITH AN APPROVED PERMANENT IDENTIFICATION BY THE INSTALLER SO THAT THE PIPING SYSTEM SUPPLIED BY EACH METER IS READILY IDENTIFIABLE. 5. THE MAXIMUM DESIGN OPERATING PRESSURE FOR PIPING SYSTEMS LOCATED INSIDE BUILDINGS SHALL NOT EXCEED 5 POUNDS PER SQUARE INCH GAUGE (PSIG). PROJECT NO.: 14-0759.06 DRAWN Br: cxEDXED BY: 6. PIPING SHALL BE SCHEDULE 40 METALLIC, SEMI —RIGID COPPER TUBING (TYPE K OR Q. CORRUGATED STAINLESS F. PARRADD M. ABBEY STEEL TUBING (CSST) OR POLYETHYLENE PLASTIC PIPE SUITABLE FOR NATURAL GAS. THIS DRAWING IS WP GHTEO AND IS THE SOLE PROPERTY OF THE OWNER IT 5 PRODUCED SOLELY FOR USE BY THE 7. STEEL AND WROUGHT —IRON PIPE SHALL BE AT LEAST OF STANDARD WEIGHT AND SHALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS: OWNER AND ITS AFFII3ATES. -3 A. ASME B 36.10, 10M B. ASTM A 53 REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN • EQUIVALENT LENGTH zt )i - • C. ASTM A 106 R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF WE OWNER. •• .. . �1 }i 8. METALUC PIPING AND FITTINGS COATED WITH A CORROSION — RESISTANT MATERIAL SHALL BE USED. 9. STEEL TUBING SHALL COMPLY WITH ASTM A 254 OR ASTM A 539. 10. CORRUGATED STAINLESS STEEL TUBING SHALL, BE,TESTED AND LISTED IN COMP,LIANCE.WITH THE CONSTRUCTION, INSTALLATION AND PERFORMANCE REQUIREMENTS OF ANSI'LC 1/CSA'8.26.":• S, }r -' Telecom 11. RUSTIC PIPE, TUBING AND FITTINGS SHALL BE'.USED OUTSIDE,. UNDERGROUND,, ONLY, SAND SHALL CONFORM TO ASTM D 2513. PIPE SHALL BE MARKED "CAS — AND "AS'M*D•2513!. --- --_i 1: ' 3400 IAKESIOE DRIVE suns 525 MIRAMAR, R 33027 12. PIPE, TUBING AND FITRNGS SHALL BE CLEAR AND FREE FROM CUTTING, BURNS AND DEFECTS IN STRUCTURE OR CERIIFIGTE OF AIRHOR12AMN 29214 THREADING AND SHALL BE THOROUGHLY BRUSHED, CHIP AND SCALE BLOWN. DEFECTS IN PIPE, TUBING AND FIRINGS SHALL NOT BE REPAIRED. DEFECTIVE PIPE. TUBING AND FITTINGS SHALL BE REPLACED. 13. METALLIC PIPE AND FITTINGS THREADS SHALL BE TAPER PIPE THREADS AND SHALL COMPLY WITH ASME 81.20.1. 500 GAL TANK 14. PIPE JOINTS SHALL BE THREADED, FLANGED, BRAZED OR WELDED. WHERE NONFERROUS PIPE IS BRAZED, THE (INSTALLED BY OTHERS) BRAZING MATERIALS SHALL HAVE A MELTING POINT IN EXCESS OF 1,009F (538'C). BRAZING ALLOYS SHALL NOT - CONTAIN MORE THAN 0.05 PERCENT PHOSPHORUS. verizon� 15. METALLIC FIRINGS, INCLUDING VALVES, STRAINERS AND FILTERS, SHALL COMPLY WITH THE FOLLOWING: A FIRINGS USED WITH STEEL OR WROUGHT —IRON PIPE SHALL BE STEEL, BRASS, BRONZE, MALLEABLE IRON OR 777 YAWITO ROAD REGULATOR CAST IRON. eau RATON. FL 33431 (OUTSIDE GENERATOR) B. FIRINGS USED WITH COPPER OR BRASS PIPE SHALL BE COPPER, BRASS OR BRONZE. SHUTOFF VALVE 3 16. PORTIONS OF A PIPING SYSTEM INSTALLED IN CONCEALED LOCATIONS SHALL NOT HAVE UNIONS, TUBING FIRINGS, (OUTSIDE GENERATOR) \, RIGHT AND LEFT COUPLINGS, BUSHINGS, COMPRESSION COUPLINGS AND SWING JOINTS MADE BY COMBINATIONS 4���, �' A • p�Y 10 T \ f.y3l II OF FITTINGS. r , _ . _'�1 r..0 (, ' _, 5, 17. UNDERGROUND PIPING, WHERE INSTALLED BELOW :GRADE THROUGH THE OUTER FOUNDATION OR BASEMENT WALL ��.P<;. (', E ANT �,�, 3 •" N OF A BUILDING, SHALL BE ENCASED A PROTECTIVE PIPE SLEEVE THE ANNULAR SPACE BETWEEN THE GAS PIPING `• L ;1 —" 1 AND THE SLEEVE SHALL BE SEALED. _ _.; '_'; t 0 ' 18. ALL PIPING INSTALLED OUTDOORS SHALL BE ELEVATED NOT LESS THAN 3' INCHES ABOVE GROUND AND WHERE _ 9y INSTALLED ACROSS ROOF SURFACES, SHALL BE ELEVATED NOT LESS THAN A- INCHES ABOVE THE ROOF * • 1 * " SURFACE. PIPING INSTALLED ABOVE GROUND, OUTDOORS AND INSTALLED ACROSS THE SURFACE OF ROOFS SHALL T BE SECURELY SUPPORTED AND LOCATED WHERE IT WILL BE PROTECTED FROM PHYSICAL DAMAGE WHERE :• W PASSING THROUGH AN OUTSIDE WALL, THE PIPING SHALL ALSO BE PROTECTED AGAINST CORROSION BY COATING ST E : 1 OR WRAPPING WITH AN INERT MATERIAL WHERE PIPING IS ENCASED IN A PROTECTIVE PIPE SLEEVE, THE •c �i, ANNULAR SPACE BETWEEN THE PIPING AND THE SLEEVE SHALL BE SEALED. (n'• O TT T YIC POLYETHYLENE PLASTIC PIPE SUITABLE 19. UNDERGROUND PIPING SYSTEMS SHALL BE INSTALLED A MINIMUM DEPTH OF 12 INCHES BELOW GRADE. ,ISS •• •••••'����, '��I 1NAL , FOR PROPANE INDIVIDUAL LINES TO OUTSIDE LIGHTS, GRILLS OR OTHER APPUANCES SHALL BE INSTALLED A MINIMUM OF 8 INCHES BELOW FINISHED GRADE, PROVIDED THAT SUCH INSTALLATION IS APPROVED AND IS INSTALLED IN A DATE of GNANRE: tz/J/75 LOCATION NOT SUSCEPTIBLE TO PHYSICAL DAMAGE. 20. PIPING SHALL BE SUPPORTED WITH PIPE HOOKS, METAL PIPE STRAPS, BANDS, BRACKETS, OR HANGERS SUITABLE FOR THE SIZE OF PIPING, OF ADEQUATE STRENGTH AND QUALITY AND LOCATE AT INTERVALS SO AS TO PREVENT SBA MIDWAY OR DAMP OUT EXCESSIVE VIBRATION. PIPING SHALL BE ANCHORED TO PREVENT UNDUE STRAINS ON CONNECTED ROAD EQUIPMENT AND SHALL NOT BE SUPPORTED BY OTHER PIPING. PIPE HANGERS AND SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF MSS SP-58 AND SHALL BE SPACED IN ACCORDANCE WITH SECTION 415 OF THE 2010 FUEL GAS CODE. SUPPORTS, HANGERS AND ANCHORS SHALL BE INSTALLED SO AS NOT TO INTERFERE WITH THE FREE EXPANSION AND CONTRACTION OF THE PIPING BETWEEN ANCHORS. ALL PARTS OF THE 6885E _ SUPPORTING EQUIPMENT SHALL BE DESIGNED AND INSTALLED SO THEY WILL NOT BE DISENGAGED BY MOVEMENT OF THE SUPPORTED PIPING. 375 E MIDWAY ROAD FORT PIERCE. FL 34982 SHEET NAME GAS PIPING ISOMETRIC SHEEP NUMBER GAS PIPING ISOMETRIC ROUTE DETAIL NMI 1 NOTES 12 P1 I v 0 �p