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Plans Antenna 1545 Main St (vault) x -x-x -x -x -X-�x -x -x x-x x-x -x x_x _x EXISTING SERVICE RACK 4- X EXISTING SERVICE EXISTING 12'-0" WIDE RACK DOUBLE SWNG GATE z", X EXISTING EQUIPMENT ON A CONCRETE PAD X X X EXISTING EQUIPMENT X ON A CONCRETE PAD—4— 1 Ll EXISTING ICE X BRIDGE X EXISTING GENERATOR ON A CONCRETE PAD X X EXISTING CONIC. STOOP r X EXISTING ICE NOTES: BRIDGE X 1. CONTRACT�OR TO FILL ANY EXISRNG AREAS THAT ARE > DISTURBED) DURING THE COURSE OF CONSTRUCTION, EXISTING GRAVEL R0 MATCH EXISTING. ll'-9" x 36'-7" X EQUIPMENT SHELTER 2, THE CONTNACTOR IS TO INSURE THAT NO DAMAGE OR I DEBRIS OQCURS ON THE ADJACENT PROPERTIES. X 3. THE CONTfkACTOR SHALL SEED ALL DISTURBED AREAS X NTH LOW WAINTENANCE NATIVE GRASS AND COVER WITH APPROVED STRAW. I X CL (qF EXISTING SELF-' SUPPORTING TOWLER X 4. CONTRACT(OR SHALL PROVIDE ALL REQUIRED EROSION CONTROL TfECHNIQUES AND BEST MANAGEMENT PRACTICES PER LOCAL AND STATE REQUIREMENTS AS APPLICABLE. _�r, E IV "'f, X EXISTING CONC. A� 5� NORTH ARftW SHOWN ON PLANS REFER TO TRUE NORTH. FOOTING (TYP. OF 3) CONTRACT" SHALL VERIFY NORTH AND INFORM X 93 ARCHITECT//ENGINEER OF ANY DISCREPANCY BEFORE STARTING (�ONSTRUCTION. LX--X —X —X —X—X 7 STA 0 IF -Z41 �Z x-x�x-x-EXIST,Nx-xTx-x-x-x-x-j G CHAIN LINK A% NOTE- FENCE AROUND PERIMETER 0 R I'D NTACT CROWN CONSTRUCTION MANAGER OF COMPOUND THE CONTRACT(bR MUST FIELD VERIFY ALL MEASUREMENTS AND FIELD TWIENTY–FOUR (24) HOURS PRIOR CROWN CASTLE CONDITIONS PR�M TO THE COMMENCEMENT OF CONSTRUCTION. ZATION ON SITE. SITE PLAN SITE NUMBER: 812565 N At-'eW (SCALE: 1 10'-0") SITE NAME: MAYPORT ITEM REMSIONS DRAW BY: — BY CHK BY DATE DATE IWI,NAMI� REGISTERED PROFESSIONAL ENGINEER SEAL issu -TH. 5-01-12- SITE P AT&T MOBILITY CORPORATION J.E. STECER 4-30-12 HARDY ENGINEERING, INC. CHECKED BY DATE PROPOSED AT&T WRELESS SITE LOCATIOI� Ant 19, SITE NAME: MAYPORT 1101 GREENWOOD BLVD. ato- AE ENGINEERING AND CONSULTING FA NO. 10020470 LAKE MARY, FL 32746 209 LINDEN STREET, P.O. BOX 708 T.L. HARDY 4-30-12 407 LEW ROAD APPROVED BY GATE — ATLANTIC BEACH,FLORIDA 32233 TRUSSVILLE, AL 35173 (DUVAL COUNTY) PHONE: (205) 655-1427 FAX: (205) 661-9027 10020470GNI I"" AS SHOWN cl PROPOSED ANTENOA AND COAX SCHEDULE CABLES_ TMA PIDU ANTENNA NUMBER COAX LENGTH COLOR MODEL QTY MODEL PORT APPROX. ANTENNA DOWNTILT COAX MODEL SIZE OF COAX PER LINE CODE ANTENNA -�Z-JMUTH IN RAD- MAKE MODEL QTY SPECIFICATIONS SECTOR DEGREES CENTER LDF7-50 1-5/8- DIA. 2 160'-0" 1 RED E15SO9P78 I EDP3603-DCS6 1-1 & 2 ALPHA (Al) 0* 131'-0" ANDREW DBXNH-65658-R2M 1 74.0" H x 12.0" W x 7.0" D 0' - 1 RED I MITE ALPHA (A2) - - 12.0" W x 7.0" D 0' ALPHA (A3) 0* 131,-0" ANDREW DBXNH-6565B-R2M 1 74.0" H x 4 RED E15509P78 I EDP3603-DCS6 1-5 & 6 74.0" H x 12.0" W x 7.0' D 0' LDF7-50 1-5/8" DIA. 2 160'-0" 4 RED I WAITE ALPHA (A4) 0' 131'-0" ANDREW DBXNH-65658-R2M 1 1 BLUE E15SO9P78 I EDP36- 21 - 12.0" W x 7.0" D 0* LDF7-50 1-5/8- DIA, 2 185'-0 1 BLUE 1 MITE 4 RED 2 4 RED I WHI 1 BLUE 2] 1 BLUE 1 WHITE BETA (Bl) 120' 155'-0" ANDREW DBXNH-6565B-R2M 1 74.0" H x B T ETA (82) - B T 1 74.0" H x 12.0" W x 7.0" D 0* ETA (83) 120* 155'-0" ANDREW DEIXNH-6565B-R2M E---- 1-5/8- DIA. 2 185'-0 4 BLUE ITE E15SO9P78 1 EDP3603-DCS6 NNDREW DBXNH-65656-R2M 1 74.0" H x 12.0" W x 7.0- D 0' LDF7-50 4 BLUE I WH BETA (B4) 120* 155'-0" 1 _ - - DIA. 2 185'-0" 1 GREEN E15SO9P78 1 EDP3603-OCS6 3-1 & 2 GAMMA (Cl) 240' 155'-0" ANDREW O8XNH-6565B-R2M 1 74.0" H x 12.0" W x 7.0" D 0' LDF7-50 1-5/8 - I GREEN I WHITE A MAW24 M ('1) 0' E3-5 & 6 GAMMA (C2) - GAMMA (C3) 240' 155'-0" ANDREW DBXNH-6565B-R2M 1 74.0" H x 12.0" W x 7.T D 0' EN 4 GREI P78 LDF7-50 1-5/8- DIA. 2 185'-0 4 GREEN 1 WHITE E15SO9P78 I EDP3603-DCS6 3-5 & 6 G M 40. W x 7.� L 1 74.0" H x 12.0" W x 7.0- D 0* AM A (C4 2 155'-0" ANDREW D8XNH-6565B-R2M TOT L TOTA�LL 12 2120'-0- TOTAL TOTAL 1. ANTENNA AND COAX INFORMATION PROVIDED FROM THE RFDS SHEET DATED 02-29-12 ri CONTRACTOR TO VERIFY RF INFORMATION WITH CLIENT PRIOR TO CONSTRUCTION. 4j� TION. 2. COAX LENGTHS ARE APPROXIMATE AND MUST BE VERIFIED PRIOR TO CONSTRUC 3. ALL COAX SHALL BE COLOR CODED AT TOP AND BOTTOM JUMPER AND AT THE TOP OF THE TOWER, BOTTOM OF THE TOWER, AND INSIDE SHELTER ON MAIN COAX. ZIX STAT OF 4U-:Z 4. EACH MAIN COAX SHALL HAVE CORROSION PROOF "ID TAGS" INSTALLED INSIDE THE SHELTER AT THE PORT AND AT THE. ANTENNA. 0 R N //till REGISTERED PROFESSI(bNAL ENGINEER SEAL DRAWN BY DATE DWG NAME: -A:::N:T�EN N A� DUL�E� BY CHK. BY DATE J.E. STEGER 4-30-12 WHARDY ENGINEERING, INC. PROPOSED AT&T ffiHLLff3 NItE LOCATION SITE NAME: MAYPORT W' ME ANT NNA MULE op S�I TED LOIA-10" E NG' IN C. PR OE' AT&T NAME MAYPORT FA NO 1'20"0 B R RATI1 [jL ING "7 LEVY ROAD 0 ILITY Co T RITEM MREMSIONS 0020470 FA NO. I U 407 LEVY ROAD E.S. T.H. 5-01-12 AT&T MOBILITY CORPORATION CHECKED BY DATE ENGINEERING AND CONSULTING ISSUED FOR REIMAEW MR 7 -30-12 209 LINDEN STREET, P.O. BOX 708 ATLANTIC BBEACH,FLORIDA 34233 Oct. 4 COUNTY) 1101 GREENWOOD BLVD at T.L. HARDY (DUVAL COUNTY) M Y, L 73 A N. 1 'c LE S S 0 4 LAK&E AR F 3 2 7P406 PHONE: (205) 655-1427 FAX: (205) 661-9027 IAI 1, 10020470 GN1 'c" AS SHOM LAKE MARY, FL 32746 APPROVED BY DATE TRUSSVILLE, AL 35173 N SPECIFICATION NOTES GENEZRAL NOTES STRUCURAL NOTES TRICAL WORK PERFORMED ON THIS PROJECT. 1. INFORMATION SHOWN ON THESE DRAWI WAS OBTAINED BY FIELD MEASUREMENT. THE GENERAL CONTRACTOR 1. OB31TAIN PERMITS AND PAY FEES RELATED TO ELEC SHALL VERIFY ALL EXISTING CONDITIIO#S AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO DEtLIVER COPIES OF ALL PERMITS TO CLIENT REPRESENTATIVE. , NTH CONSTRUCTION. ORDERING MATERIALS OR PROCEEDING, 2. SCIMEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK REQUIRED BY JURISDICTION SUB CONSULTANTS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS HXVING AUTHORITY. CORRECT AND PAY FOR ANY WORK REQUIRED TO PASS )kNY FAILED INSPECTION. 2. THE GENERAL CONTRACTOR AND HIS - AND INSPECTIONS MICH MAY BE RE(9UIRED FOR THE WORK. 3. EWAGE AN INDEPENDENT ELECTRICAL TESTING FIRM APPROVED BY CLIENT TO VERIFY THAT IMPEDANCE iTO, THE LATEST EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL DMS NOT EXCEED 5 OHMS TO GROUND. THE COMPLETED SITE SHALL BE TESTED AND A REPORT SENT 3. STRUCTURAL STEEL SHALL CONFORM E_§S DESIGN AND PLASTIC DESIGN. DESIGN INCLUDING THE COMMENTARY AND STEEL BUILDINGS - ALLOWABLE STIR TQ THE CLIENT. THE AISC CODE OF STANDARD PRACj#CE. 4. REIDLINED AS-BUILTS ARE TO BE DELIVERED TO CLIENT REPRESENTATIVE. 4. STRUCTURAL STEEL PLATES, BARS, AtNGLES AND CHANNELS SHALL CONFORM TO ASTM A36. STRUCTURAL STEEL 5- PR?OVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUALS IN THREE BINDER. PIPES SHALL CONFORM TO ASTM A5,� GRADE B. STRUCTURAL STEEL BEAMS SHALL CONFORM TO ASTM A992. ALL STRUCTURAL STEEL HSS SHALL 69NFORM TO ASTM A500 GRADE 8, Fy--42 KSI. STRUCTURAL STEEL HSS, RECTANGULAR STEEL SHAPES SHALL [BE HOT DIP GALVANIZED PER ASTM A123 AFTER FABRICATION. ALL BOLTS, 6. FUJRNISH AND INSTALL THE COMPLETE ELECTRICAL SERVICE, CABLE TRAY, TELCO CONDUIT AND FASTENERS, AND HARDWARE SHALL A HOT DIP GALVANIZED PER ASTM A153. FIELD TOUCH UP WITH 2 COATS GROUNDING SYSTEMS. OF ZINC RICH PAINT ALL RAW EDGE§ AND/OR AREA WHERE THE GALVANIZED FINISH HAS BEEN DISTURBED. 7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND 5. WELDING SHALL BE IN ACCORDANCE #TH THE AMERICAN WELDING SOCIETY (AWS) CURRENT EDITION LO)CAL ORDINANCES, INSTALLED IN A NEAT MANNER, AND SHALL BE SUBJECT TO APPROVAL BY CLIENT STRUCTURAL WELDIN REEPRESENTATIVE. G. COLD WELD EL4ECTRODES SHALL BE E70XX. FIELD TOUCH UP NTH ZINC RICH PAINT (ALL 8. C(ONDUCT A PRE-CONSTRUCTION SITE VISIT AND VERIFY EXISTING SITE CONDITIONS AFFECTING THIS EXISTING AND NEW AREAS) AFTER WL�ELDING IS COMPLETE. Wl(ORK. REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF 6. ALL THREADED STRUCTURAL FASTENffi?S FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A307 C(ONSTRUCTION. AND A36. ALL STRUCTURAL FASTENETRS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325.THE ROM DAMAGE, REPAIR TO ORIGINAL CONDITION ANY FASTENERS SHALL BE 5/8 INCH MINI'. DIAMETER BEARING TYPE CONNECTIONS NTH THREADS EXCLUDED IN 9. PROTECT ADJACENT STRUCTURES AND FINISHES F SHEAR PLANE. ALL EXPOSED FASTENtERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NAMAGED AREA. NOTED. CONCRETE EXPANSION ANCH(9RS SHALL BE HILT] KWK BOLTS UNLESS NOTED OTHERNSE. ALL ANCHORS 10. RIEMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN A TIMELY FASHION WILL BE REMOVED BY INTO CONCRETE SHALL BE STAINLEscS STEEL. O)THERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY. REMOVAL OF 7. THE BASIC WND SPEED UTILIZED FO# OUTDOOR EQUIPMENT IS 150 MPH/EXPOSURE C, SEISMIC ZONE FOR SBC DIEBRIS SHALL BE COORDINATED WTH THE CLIENT'S REPRESENTATIVE. DEBRIS SHALL BE REMOVED & UBC: 4. SEISMIC DESIGN CATEGOFeY FOR UBC: D. FftM THE PROPERTY AND DISPOSED OF LEGALLY. USE OF THE PROPERTY'S DUMPSTER IS PROHIBITED. 8. NORTH ARROW SHOWN ON PLANS RffERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM AUTHORITIES. ARCHI TECT/ENGI NEER OF ANY DISCR[EPANCY BEFORE STARTING CONSTRUCTION. 11. ALL CONSTRUCTION SHALL BE INSPECTED AND APPROVED BY LOCAL 12. SlIGNAL WRING SHALL BE INSULATED #18 AWG. NO "BX" OR "ROMEX" CABLE IS PERMITTED. 9. ALL REINFORCING STEEL SHALL CONfFORM TO ASTM A515 GRADE 60, DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL Co)NFORM TO ASTM A185. 13. \WRING DEVICES AND EQUIPMENT SHALL BE Ul. LISTED AND SPECIFICATION GRADE. 10. CONCRETE FOR THE FOUNDATION P$D SHALL BE 3000 PSI NORMAL WEIGHT CONCRETE. CONCRETE STRENGTH 14. FbUSES ARE NOT ALLOWED, CIRCUIT 13REAKERS ONLY. SHALL BE VERIFIED BY CONCRETE C41NDER TESTS (A MINIMUM SET OF 4 CYLINDERS). PROVIDE 4 TO 6% AIR 15. WATERIALS SHALL BE NEW AND CONFORM TO THE APPLICABLE STANDARDS ESTABLISHED FOR EACH ENTRAINMENT FOR ALL CYLINDERS FOR CONCRETE SUBJECT TO FREEZE - THAW CYCLE. ITTEM BY THE ORGANIZATIONS LISTED BELOW: 11. MINIMUM CONCRETE COVER REINFOR6EMENT SHALL BE 2' UNLESS NOTED OTHERWISE. CONCRETE CAST AGAINST PAMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) AND PERMANENTLY EXPOSED TO EAI;8TH SHALL HAVE A MINIMUM CONCRETE COVER OF 3 1.. UJNDERWRITERS LABORATORY (UL) 12. CONTRACTOR SHALL COORDINATE AL4L PENETRATIONS, CONDUIT, CHAMFERS AND EMBEDDED ITEMS PRIOR TO NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA) CONCRETE PLACEMENT AND/OR STEjEL ERECTION. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS. tAMERICAN STANDARDS ASSOCIATION (ASA) FLOOR DEAD AND LIVE LOADS, BACKFILL, ETC...) UNTILL THE CONCRETE NATIONAL FIRE PROTEC11ON ASSOCIATION (NFPA) 13. DO NOT IMPOSE SERVICE LOAD (i.e. HAS REACHED ITS SPECIFIED MINIMUIM COMPRESSIVE STRENGTH. L 16. Q)ESiGN AND INSTALLATION OF MATERIALS SHALL COMPLY WITH REGULA11ONS OF: 111;111"ll _LL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERAIL SILL 00, 14. BACKFILL SHALL BE CLEAN SAND FIt C E Nq JI THE NATIONAL ELECTRICAL CODE (NFPA 70) BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL. THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C-2) 93 15. SOIL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY TO A MINIMUM OF 2 THE LIFE SAFETY CODE (NFPA 101) FEET BELOW THE BOTTOM OF THE FFOOTINGS, AND SHALL OBTAIN A 3000 PSF MINIUMUM BEARING CAPACITY. LIQUEFIED PETROLEUM GAS (NFPA 54 AND 58) -va LOCAL CODES �5- � L STA E OR 2007 FLORIDA BUILDING CODE INCLUDING ALL SUPPLEMENTS NATIONAL ELECTRICAL CODE (NFPA 17. PALL CONDUIT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 0 R VD ,70) AND ALL SUPPLEMENTS. N A REGISTERED PROFESSIONAL QNGINEER SEAL DRAVA BY DAtE WC,NAME: SPEWFICATION N TES HARDY ENGINEERING, INC. -PROPOSED AT&T WRELESS SITE LL&NTION ITEM REVISIONS BY CHK. BY DATE J.E. STEGER 4-30-12 STE NAME:MAYPORT ISSUED FOR REVIEW ---TE--s -TH -5-01-12 AT&T MOBILITY CORPORATION Aftm,00 CHECKED BY DATE: FA NO : 10020470 ENGINEERING AND CONSULTING 407*LEVY ROAD 1101 GREENWOOD BLVD. T.L. HARDY ATLANTIC BEACH,FLORIDA 32233 atSOL 4-30-12 209 LINDEN STREET, P.O. BOX 708 LAKE MARY, FL 32746 AMOVED BY DATE TRUSSVILLE, AL 35173 CAD N. (DUVAL COUNTY) PHONE: (205) 655-1427 FAX: (205) 661-9027 1 10020470GN1 AS SHOWN w' SP I _j SITE DATA ANTENNA MODIFICATION SITE NAME: MAYPORT SCWE OF WORK: THIS PROJECT CONSISTS OF THE INSTALLATION OF NEW SITE ADDRESS."'�" COAX, ANTENNAS AND ALL ASSOCIATED WORK. ATLANTIC BEACH, FLORIDA 32233 TOWER TYPE: SELF SUPPORTING TOWER t&t FA , LOCATION NO.:10020470 HEI(Z;HT: 190.00' A.G.L. CROWN SITE NAME: MAYPORT ANIFENNA C.L. HEIGHT: 187'-0" CROWN SITE NO. : 812565 COQNTY: DUVAL COUNTY JURISDICTION: DUVAL COUNTY LATrITUDE: N 30' 20' 13.99" (PER RFDS) LONGITUDE: W 81' 25' 11.32" (PER RFDS) all 4 4 LENS BERT ST EDGAR ST STANLEY RD e 11IM20470 f m EIMRA DR ARDELLA RD .......... M�P.d I T TOWER OWNER: ='C' rR" Onl"dr CRQ)WN CASTLE Belch y 'VINNER RD 127'25 MORRIS ROAD EXTENSION CROWN SUITrE 400 S -;'P.... 'HARETTA, GA. 30004 /A ALFIJ CONTACT: MERCEDES THATCHER oi�mw,-*Belch .......... PHQiNE: (813) 342-3862 AT&TT Lake mary.Fionda –A ly F#� W' f��t' r, E N A F SIGNATURE AUTHORIZATIONS ft Dda— kA*d to 1— 0 6 16 24 32 40 Dd. sLd*d to rr— _,me 0 2005 D.L—.Sked ADS*LISAS 2D06. 348 0 2005 DeL—e.Str*"AD=USA02006. 1--7, 6s Dd.Z—14-4 MN(SO-W) ATkT RF ENGINEER APPROVAL: VICINITY MAP S1 TE MAP -)3 CC z: SIGINATURE DATE: OF 44J-Z7 NOT TO SCALE NOT TO SCALE CITY b-F ATLANTIC BEAI'—aji BUILDING OFFICE "',1 !4 0 R AT&T OPERATIONS APPROVAL: DIRECTIONS: S� 11111111110 CONTACT CROWN CONSTRUCTION MANAGER ATLANTIC BLVD. EAST TO AlA NORTH TOWARD MAYPORT. TURN LEFT ON LEVY RD. AND ///; '/0 N A\, AT LEAST TWENTY—FOUR (24) HOURS PRIOR GO TO FIRST STOP SIGN AND TAKE A RIGHT. PROCEED 100 YARDS AND TAKE ANOTHER :,MAY 0 8 2012 SIGINATURE DATE:— TO MOBIUZAT10N ON SITE. RIGHT INTO BUSINESS PARK CELL SITE IS STRAIGHT AHEAD. 4 %. REGISTERED) PROFESSIONAL ENGINEER SEAL AT&zT TRANSPORT ENGINEER APPROVAL: INDEX OF SHEETS CLIEN ENGINEE SHEET NO. TITLE NO. REMPON DATE SIGNATURE DATE:— REVIEW 5-01-12 MAYPORT T1 TITLE SHEET ISSUED FM Ci SITE PLAN ISSU--ED--F-M REVIEW 5-01-12 C2 TOWER ELEV. & CONFIGURATION IS-S-U-E-D-F-M REVIEW 5-01-12 ATLANfTC-B—EA3dC—H—. n 32233 ATV EQUIPMENT APPROVAL: C2.A MISCELLANEOUS DETAILS ISSUED F - - JVUVAL COUNTY) C2.8 ANTENNA SCHEDULE ISSUED FM REVIEW 5-01-12 HARDY ENGINEERING, INC. M NO. 10020470 El ELECTRICAL AND GROUNDING DETAILS ISSUED F61K RE IEW 5-01-12 209 LINDEN STREET SPI SPECIFICATION NOTES ISSUED F(qR RE"EW 5-01-12 TRUSSVILLE, ALABAMA 35173 SIGNATURE DATE:— GN1 GENERAL NOTES AND ABBREVIATIONS ISSUED FW REVIEW 5-01-12 at&t CONTACT: TIM HARDY PHONE: (205) 655-1427 R.E. & CONSTRUCTION PM APPROVAL: — AT&T MOBILITY CORPORATION MOBILE: (205) 222-7563 SHEET NQj. 1101 GREENWOOD BLVD. LAKE MARY, FLORIDA 32746 SIGINATURE DATE:— TI TOWER ELEV. 190.0' AGL EXISTING AT&T ANTENNAS RAD CENTER = 187.0' AGL EXISTING ANTENNAS 0 AGE_+ < RAID CENTER 178.0' 1 1 PROPOSED iANTENNA All U) A3 4 (TYP- OF (t) PER SECTOR, AZ=O* AZ=O* A (9) TOTAL EXISTING DISH r C-Tp RAD CENTER 161.0' AGIL RAD CENTER = 130. '14 EXIS11NG ANTENNAS jr P Lo MOUNT ANTENNA COAX TO PROPOSED ANTENNA EXISTING ANTENNA COAX LADDER CONFIGURATION DETAIL (NOT TO SCALE) EXISTING 190'-0" NOTES: SELF SUPPOORTiNG TOWER 1. REFER TO ANTENNA SCHEDULE FOR ADDITIONAL INFORMATION. 2. ADJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUNS SPECIFIED AND LIMIT RF SHADOWING. 3. UNLESS NOTED OTHERWISE, THE CONTRACTOR MUST PROVIDE ALL MATERIAL NECESSARY. EXISTING CHAINLINK EXISTING AT&T WAVEGUIDE FENCE BRIDGE 4. CONTRACTOR TO RETURN ALL EXISTING ANTENNAS BEING REMOVElb EXISTING AT&T EQUIPMENT TO AT&T. NOTES SHELTER 1. PAUL J. FOIRD AND COMPANY HAS PERFORMED A STRUCTURAL ANALYSIS FOR THIS PROJECT DATED 4-23-11. x\111 I I I I////, 2. IF ANY WOR?K IS PREFORMED AT THIS SITE THAT REQUIRES THE SITE TO BE OFF THE AIR OR TURNED DOWN, THE SWITCH IS TO BE NOTIRED 48 HOURS PRIOR TO CONSTRUCTION VIA NCR/'TS. % C E N S,`�,, 46 3. INSTALLATIft SHALL BE PREFORMED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO NNTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE RREQUIREMENTS OF THE TOWER MANUFACTURERS SPECIFICATION. 4. ANTENNA P4ND MOUNT DESIGN MUST COMPLY WITH TIA-EIA-222-G AND ALL LOCAL COIDES. TOWER ELEVATION T or 5. CONTRACTM TO PROVIDE COAX JUMPER SUPPORT ATTACHMENTS TO THE TOWER AND ANTENNA MOUNT. (NOT TO SCALE) A" $'4ri A%1, ;L":'�*, 0 R I NOTE: CONTACT CROWN CONSTRUCTION MANAGER NOTE: CROWN CASTLE "1111111110% G 1% CONTRACTORR SHALL VERIFY ALL TOWER SPECIFICATIONS ELEVATION SHOWN FOR REFERENCE ONLY N At. AND FIELD WERIFY ALL MEASUREMENTS AND CONDITIONS AT LEAST TWENTY-FOUR (24) HOURS PRIOR DO NOT USE FOR DIMENSIONING SITE NUMBER: 812565 PRIOR TO INITIATION OF CONSTRUC11ON ACTI%ATIES. TO MOBILIZATION ON SITE. SITE NAME: MAYPORT REGISTERED PROFESSIONAL ENGINEER SEAL ITEM REVISIONS BY CHK. BY DATE DRAM BY DATE D.IAME: TOWER ELEV. & ANT, CONFIGURATION ISSUED FOR REVIEW J.E.S� T.H. 5-01-12 J.E.STECER 4-30-12 HARDY ENGINEERING, INC. PROPOSED AT&T WRELESS SITE LOCAT�ON AT&T MOBILITY CORPORATION C111 ED BY DATE: SITE NAME-- MAYPORT — ap T, ENGINEERING AND CONSULTING FA NO.: 10020470 1101 GREENWOOD BLVD. I- A- 407 LEVY ROAD LAKE MARY, FL 32746 a ALock TT. HARDY 4-30-12 209 LINDEN STREET, P.O. BOX 708 ATLANTIC BEACH,FLORIDA 32233 APPROVED BY DAT TRUSSVILLE, AL 35173 CAD W (DUVAL COUNrY) PHONE: (205) 655-1427 FAX: (205) 661-9027 1002047OC2 1"AL: AS SHOWN 2==C2=j NOTES: 1. CONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX 2.ONE (1) COMPLETED COPY PLUS TWO (2) BLANK INSTALLATION. CABLE PORT DIAGRAM SHALL BE AFFIXED To THE COPIES OF THE CHART SHOULD BE POSTED IN THE INTERIOR SNELTER WALL NEAR THE CABLE ENTRY PORT TO AID IN SHELTER IN A PROTECTIVE PLASTIC SLEEVE. CABLE IDEN]TIFI CATION. THE CHART IS INTENDED TO BE USED TO RECORD THE LINE AND CORRESPONDING ANTENNA POSITION OF THE 0 --PROPOSED ANTENNA TOWER AT NE TIME OF INSTALLATION. MOUNTING BRACKET PROPOSED AT&T ANTENNA SECTOR: SECTOR: SECTOR: - SECTOR: SECTOR: SECTOR: CABLE:- CABLE: CABLE:- CABLE: CABLE: CABLE: CABLE HEI(�'HT: CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: PROPOSED AT&T TMAN�,�'_- ATTACHED TO MOUNTI RX_ <RX o7:--: R CX::�_ RX_ RX RX_ PIPE TX TX TX EXISTING ANTENNA NOTES: MOUNTING PIPE 1. SEE TMA AND RRH/RRU INISTALLATION PROPOSED ANTENNA INSTRUCTIONS FOR MOUNTING DETAILS. SECTOR: SECTOR: SECTOR:- SECTOR: SECTOR:- - SECTOR: MOUNTING BRACKET 2. ANTENNA MOUNT, ANTENNk, AND MOUNTING HARDWARE SHALLL MEET OR CABLE: CABLE: CABLE:. CABLE: CABLE: - CABLE: EXCEED THE CURRENT WINQ) SPEED CABLE HEI(34HT: CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: ANTENNA ELEVATION DETAIL RATING, AS OUTLINED IN TI'HE LATEST INTERNATIONAL BUILDING CfODE (IBC). (CRX-5 RX ANTENNA MOUNT DETAIL 3. GROUND ANTENNA MOUNTING PIPE PER (RqX R CX:_�:_ RX_ RX (NOT TO SCALE) TX TX TX AT&T REQIREMENTS. 4. ANTENNA MOUNT PIPE TO FBE EXOTHERMICALLY WELDED TrO SECTOR GROUND BAR. SECTOR: SECTOR: SECTOR: - SECTOR: SECTOR: -- SECTOR: CABLE:- CABLE: CABLE:. CABLE: CABLE: CABLE: 0- PROPOSED ANTENNA CABLE HEIGtHT: CABLE HEIGHT: CABLE HEIGHT CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: MOUNTING BRACKET PROPOSED AT&T 700 MHZ— RRU ATTACHED TO ANTENNA PROPOSED AT&T LTE ANTENNA CRX x CRX RX_ RX RX_ MOUNTING PIPE TX TX (IN THIRD POSITION OF EACH SECTOR) x TX FUTURE 2100 MHZ RRU ATTACHED TO ANTENNA �Nxjjjl I 1111/1-//Z MOUNTING PIPE SECTOR: SECTOR: SECTOR:- SECTOR: SECTOR:- SECTOR: CABLE: CABLE: CABLE: CABLE: CABLE: CABLE: E N A, 10� CABLE HEICIHT: CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: CABLE HEIGHT: 9 EXISTING ANTENNA MOUNTING PIPE CRXX RX CRX__ RX RX RX 112 TX TX (jq 3MA TX TX TX PROPOSED ANT�NNA — ,a- �F Q: TATE' OF MOUNTING BRACKET 0'-, '- A% LTE ANTENNA MOUNT DETAIL 0 IV A%. COAXIAL C:ABLE PORT DIAGRAM (NOT TO SCALE) lilt" (NOT TO SCALE) DRAM BY DATE: REGSTERED PROFESSIONAL ENGINEER SEAL ITEM REVISIONS BY CHK. BY DATE OwG'-E MISCELLANEOUS DET ISSUED FOR REMEW J.E.S. T.H. 5-01-12 J.E. STEGER 4-30-12 T- HARDY ENGINEERING, INC. PROPOSED AT&T WRELESS SITE LOCATION-, AT&T MOBILITY CORPORATION AN000, SITE NAME: MAYPORT - 1101 GREENWOOD BLVD. A. CHEC ED BY DATE ENGINEERING AND CONSULTING FA NO.: 10020470 W atU TT. HARDY 4-30-12 209 LINDEN STREET, P.O. BOX 708 407 LEW ROAD - LAKE MARY, FL 32746 ATLANTIC BEACH,FLORIDA 32233 APPROVED BY OAT TRUSSVILLE, AL 35173 CAD N. (DUVAL COUNTY) PHONE: (205) 655-1427 FAX: (205) 661-9027 1 10020470GN1 I" AS SHOWN C2.A 12" GROUNDING CABLE TWO HOLE COPPER NOTES: TWO HOLE COPPER STAINLESS STEEL A TERMINAL 1. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT OUNDING CABLE FROM TERMINAL HARDWARE GROUND WIRE DOWN TO GROUND BAR. 0 OU FCOAX R NDING KIT A (TYPICAL) 1 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR 11/16- DIA. MOUNTING 0 0 RECOMMENDED BY CABLE MANUFACTURER. 0 0 HOLE FOR 5/8' DIA. 0 BOLT 3. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR 0 GROUND BAR PLATE A RECOMMENDED BY CABLE MANUFACTURER. 4. BUTYL TAPE WEATHERPROFFING MUST FOLLOW MANUFACTURERS INSTALLATION GROUND BAR A (MGB, AGB) OR BOLTED INSTRUCTIONS NTH THE FOLLOWING MODIFICATION TO THE FIRST TAPE PASS TO #2 AWG BOWND TO 7/16- DIA. HOLE FOR 3/8-DIA. DIA. EQUIPMENT CONNECTION ELEVATION PROVIDE A COURTESY WRAP TO AVOID THE PERMANENTLY ADHERING TO THE TOYER USING MECHANICAL BOLT(TYP). ALL HARDWARE TO BE GROUNDING CABLE COAX CONNECTION. ATTACHMENT OR WELD STAINLESS STEEL (PER TOWER OWNERS TWO HOLE COPPER TERMINAL 5. START TAPE APPROXIMATELY FIVE INCHES FROM THE CONNECTOR AND WRAP REQUIREMENTS) ELEVATION TWO INCHES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE A HALF OF (GROUNDING CABI F (SHOWN AS BACK TO BACK Go?OUND BAR PLATE TURN SO THAT THE STICKY SIDE IS UP. CONTINUE WRAPPING THE TAPE OVER CONNECTION) WT(TYP) THE CONNECTOR UNTIL THREE INCHES BEYOND THE CONNECTOR AND REVERSE TWO) HOLE COPPER TERMINAL THE TAPE A HALF TURN AGAIN OR SO THAT THE STICKY SIDE IS DOWN FOR (SH4I� AS BACK TO BACK GROUND BAR PLATE HEX BOLT(18-8SS) BtELLEVILLE WASHER (TYP) ANOTHER TWO INCHES. A 0 0 0 0 0 0 AR A To INAL 4ACK INAL 8SS) CK CONNECTION) HEX BOLT(18-18SS) _ NUT(TYP) FLAT WASHER (TYP) FLLAT WASHER (TYP) 6. WHEN APPLIED, THE TAPE MUST BE ABOVE 32-F(0-C) TO INSURE ADHESION. ANTENNA COAX BELLEVILLE WASHER (TYP) 7. DO NOT STRETCH THE TAPE AND PULL THE TAPE TO TEAR IT- ALWAYS CUT FLAT WASHER (TYP) FLAT WASHER (TYP) SECTION A-A IT. PULLED TAPE EVENTUALLY UNRAVELS, DECREASNG POSITION. (GROUNDING CABLE 1� DOUBLING UP OR -STACKING- OF CONNECTIONS IS f#OT PERMITTED. 8. TIGHTLY WRAP THE RUBBER TAPE WITH TWO LAYERS OF VINYL INSULATING 2.OXIDE INHIBITING JOINT COMPOUND TO BE USED ON ALL CONNECTIONS. TAPE. CA13LE GROUND KIT Nm: SEC11ON A-A 3.BACK TO BACK CONNECTIONS SHALL BE USED ONLY( WHEN NUMBER OF WEATHERPROOFING KIT WEATHERPROOFING KIT CONTfRACTOR SHALL FIELD DRILL HOLES AS REQUIRED TO MATCH CONNECTIONS TO FRONT OF BAR EXCEEDS NUMBER (OF AVAILABLE SPACES. SEE COAXIAL CABLE GROUND DETAIL ON THIS SHEET (SEE NOTE 3) LLIG [DIMENSIONS AND NUMBER OF CONNECTIONS. FIELD COORDINATE C7- WITHi THE CONSTRUCTION MANAGER. FOR,ILUG TO STEEL - INSERT LOCK WASHER BETWELEN LLIG AND STEEL. GROUNDING KIT(SEE GENERAL NOTE #8 ON #6 AWGSTRANDED COPPER IF C(bAX RUN IS OVER 200'-0'PROVIDE ADDITIONAL SHEET E3) WIRE W/GREEN, 60OV, THNN INSULATION GROUNDED TO GROUJNO BAR AT CENTER OF RUN. TYPICAL GROUND BAR PILATE STAINLESS STEEL HARDWARE GROUND BAR. (SEE NOTES ANTENNA GROUND BAR CONNEC11ONS DETAIL- (SEE GROUN D BAR PLATE I & 2) (NOT TO SCALE) CONNECTION ETAIL THIS (NOT TO SCALE) SHEET) ANTENNA COAX 0 0 0 0 0 0 0 0 0 0 0 0 ISOLATED TINNED GROUND—/ SEE COAXIAL CA13LE TO BAR PLATE GROUND BAR CONNECTION TWO HOLE CADWELD DETAIL ON THIS SHEET TERMINAL COAXIAL CABLE TO GROUND COAXIAL CABLE GROUND DETAIL BAR CONNECTION DETAIL (NOT TO SCALE) 7 (NOT TO SCALE) TYPE PT TYPE VB TYPE G TYPE SS TYPE GL LUG TYPE GR (TOWER GROUNDING TAB) Illill",j*p E N �4 8 8 STA � 1 `2 vk 01F HEAT SHRINK ON TYPE TA TYPE XA GATES ONLY TYPE VS 0 R TYPE VBC TYPE HIS TYPE HA '1111111110, hm: %9/0 N A\,f- CADWELD TYPES SHOWN ABOVE ARE EXAMPLES. PROVIDE APPROPRIATE TYPICAL CADWELD DETAIL TYPES AS REQUIRED. I (NOT TO SCALE) DRA"By OAIE REGISTERED PROFESSIONAL ENGINEER SffAL ITEM REVISIONS BY CHK. BY DATE ELECTRICAL AND GROUNDING PET-AILS ISSUED FOR REVIEW J.E.S. T.H. 5-01-12 ii..E. STEGER 4-30-12 HARDY ENGINEERING, INC. PROPOSED AT&T WIRELESS SITE LOCATION AT&T MOBILITY CORPORATION STE NAME MAYPORT ,?FCKED BY DATE ENGINEERING AND CONSULTING FA NO : 10020470 1101 GREENWOOD BLVD. 407'LEVY ROAD LAKE MARY, FL 32746 at&t f.L. HARDY 4-30-12 209 UNDEN STREET, P.O. BOX 708 ATLANTIC BEACH,FLORIDA 32233 -ApPROW9 BY DATE TRUSSVILLE, AL 35173 CAD N� (DUVAL COtJNTY) PHONE: (205) 655-1427 FAX: (205) 661-9027 10020470GN1 I"': AS SHOWN E 1 COORIMA ABBREVIATIONS ELECTRIC LEGEND ELECTRIC L SPECIFICATIONS A. COORDINATE THE WORK OF POWER, GROUNDING AND TELCO AT EQUIPMENT NTH EQUIPMENT F.GROUND BAf PLATES ARE TO BE MANUFACTURED EXACTLY AS GENER SUPPLIER PRIOR TO ROUGH-IN. FINAL TERMINATION TO BE AT THE DIRECTION OF THE DETAILED A$NO DIMENSONED. DIMENSIONS TO BE ACCURATE TO 1/32"- AND SYMBOLS SYMBOL DESCRIPTION A. PROVIDE ALL LABM, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR EQUIPMENT SUPPLIER. G.ALL MOUNIOG HARDWARE HALL BE STAINLESS STEEL. A AMPERE (D SEE DRAWING NOTE OF THE SAME NUMBER AND INCIDENTAL TO THE COMPLETE INSTALLATION AND OPERATION OF ALL B. PRIOR TO BEGIN14ING WORK CONTRACTOR SHALL COORDINATE ALL POWER AND TELCO NTH ELECTRICAL WORK. THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH H.ALL BARE (COPPER SURFACES SHALL BE COATED PRIOR TO LUGGING. AFT ABOVE FINISHED FLOOR THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED� JOINT COMWOUND SHALL BE "KOFR-SHIELD*BY THOMAS&BETTS. Mu KILOWATT HOUR METER B. CONFORM TO NFPA 70 (NATIONAL ELECTRICAL CODE - NEC), AND THE NATIONAL AFG ABOVE FINISHED GRADE ELECTRICAL SAFETY SAFETY CODE(LATEST ADDITION). THE INSTALLATION mja_6mLgAaf5_(60O VOL 1_ CONNECTIO OF CONDUCTORS BELOW GRADE TO GROUND RODS, DENOTES CABLE OR CONDUIT UP, DOWN SHALL COMPLY WITHi ALL APPLICABLE RULES AND REGULATIONS OF LOCAL AND A. BUILDING WIRE, IJNLESS OTHERWISE INDICATED SHALL BE 600 VOLTS, TYPE THHN/THwN GROUND 4LLS, ETC., SHALL BE EXOTHERMIC TYPE WELDING AFR ABOVE FINISHED ROOF STATE AUTHORITIES �HAVING JURISDICTION. INSULATION. CONDUCTORS SHALL BE SIZED AND RUN AS INDICATED. CONDUCTORS SHALL CONNECTIO-WS 'CAOWELD"_ BE SOFT DRAWN COPPER OF NOT LESS THAN 98%CONDUCTIVITY. AGB ANTENNA GROUND BAR #2 AWG BARE, SOLID, IINNED, COPPER CONDUCTOR UNEkRGROUND C. COORDINATE THE WRK OF ALL TRADES. ALL WORK SHALL BE PERFORMED BY J. CONNECTIO OF CONDUCTORS ABOVE GRADE TO METALLIC OBJECTS AS SHOW ON DRAWINGS QUALIFIED PERSONWI. Q2QuuQRA=Ns SHALL BE OTH PRESSURE TYPE CRIMP CONNECTORS, BOLTED CLAMPS, AHU AIR HANDLING UNIT D. ARRANGE CONDUIT, 'WRING, EQUIPMENT, AND OTHER WORK GENERALLY AS A. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER OR SPLIT EBOLT CONNECTORS WITH SOLID BRONZE HARDWARE. CADMIUM IRCUIT #2 AWG BARE, SOLID, TINNED, COPPER CONDUCTOR SHOWN, PROVIDING VIPROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE IDENTIFIED AND CODED AS SPECIFIED HEREIN AFTER. COLOR CODING SHALL BE PLATED STfEEL HARDWARE IS NOT ACCEPTABLE. ALL"C" CLAMPS AIC AMPERES INTERRUPTING C AS SHOWN ON DRAWINGS ALL CONTRACT DRAft4GS AND FIT THE WORK IN EACH LOCATION WITHOUT BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET OVER REQUIRE IWSTALLATION WITH THE CORRECT HYDRAULIC CLAMP TOOL CONDUIT TERMINATED OR TRANSITION AS INDICATED IN PPLAN MEW SUBSTANTIAL ALTEf4ATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, NON INSULATING SUP AING AMERICAN WIRE GAUGE TAPE APPLIED "0 CONDUCTORS AT EACH CABINET OR JUNCTION POINT. _pOgM *MS AND FOINATION FIELD CONDITIONS ft OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS THE COLOR CODING SHALL BE ACCOMPLISHED AS THE CONDUCTORS ARE INSTALLED. -m BKR BREAKER STANDARD GROUND ROD 5/8" DIA. x 8'-0' LONG FOR ACCEPTANCE. ITHE RIGHT IS RESERVED TO MAKE REASONABLE CHANGES THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE STRICTLY ADHERED TO: A.PROVIDE ALL SUPPORTS, HANGERS, BRACES ATTACHMENTS, AND IN LOCATION OF EWIpmENT. CONDUIT, AND WRING UP TO THE TIME OF ROUGH FOUNDATj(:oS REQUIRED FOR THE WORK. SUPPORT AND SET THE WORK C CONDUIT IN A THOI#OUGHLY SUBSTANTIAL AND WORKMANLIKE MANNER WITHOUT IN OR FABRICATIM. GROUND LEADS: GREEN PLACING §TRAINS ON THE MATERIALS, EQUIPMENT, OR THE BUILDING CAT CATALOG Eli NON-FUSIBLE DISCONNECT SWITCH E. THE CONTRACT DRAkWINGS ARE GENERALLY DIAGRAMMAnC AND ALL OFFSETS, GROUNDED NEUTRAL LEADS: WHITE STRUCTURtE. BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE 120/208 VOLT (120/240 VOLT) UNGROUNDED PHASE WIRES: BLACK, RED &BLUE CKT CIRCUIT ALL SUCH ITEMS 4 MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED B.SUPIPORT§, HANGERS, BRACES AND ATTACHMENTS SHALL 13E Eli FUSIBLE DISCONNECT SWITCH STANDAR� MANUFACTURED ITEMS OR FABRICATED STRUCTURAL STEEL DWG DRAWING F. THERE SHALL BE P40 INTERRUPTION OF POWER TO EXISTING ELECTRICAL SYSTEMS THROUGHOUT. SHAPES. —LjGP— UNDERGROUND POWER WITHOUT PRIOR CONSENT OF THE BUILDING OMER. SUCH INTERRUPTIONS SHALL Qmn2ffmn AEKLUAa EMT ELECTRICAL METALLIC TUBING BE SCHEDULED WTfH THE OMER AT LEAST THREE BUSINESS DAYS IN ADVANCE OF THE OUTAGE. ANY COST FOR WORK THAT MUST BE DONE ON AN OVERTIME BASIS A. SUPPORT SURFkCE RUNS OF CONDUIT USING ONE OR TWO HOLE PIPE STRAPS. ALL PREPARE AND SUBMIT TO THE CONSTRUCTION GFI GROUND FAULT INTERRUPTING —UlCiT— UNDERGROUND TELCO STRAP SPACIN(; 6'-0- ON CENTERS, MAXIMUM, UNLESS NOTED OTHERWISE. A.CONTRACTtOR SH SHALL BE INCLUDEfb IN THE BID. MANAGER "AS-BUILT' DRAWINGS FOR CHANCES OR DEMATIONS FROM EXOTHERMIC WELD OR MECHANICAL GROUND BOND G. VISIT THE SITE ANF� INSPECT THE EXISTING CONDITIONS BEFORE BID IN ORDER TO B. FASTEN STRAPS TO CONCRETE USING INSERTS OR EXPANSION BOLTS AND TO CONTRA0 DRAWINGS TO THE FOLLOWING: GRID GROUND CONDITIONS. HOLLOW MASONRY USING TOGGLE BOLTS. WOODEN PLUGS ARE UNACCEPTABLE. 1. SOURlf+E, ORIGIN, AND/OR ROUTING OF MAIN FEEDERS. KVA KILOVOLT AMPERES GROUND ROD WITH INSPECTION SLEEVE EXOTHERMICALLYY ENSURE PROPER EVALUATION OF WORKING CONDITIONS AND EXISTING OUTLET. JUNCTION AND ML 2.LOCAT[ION OF MAJOR PIECES OF DISTRIBUTION EQUIPMENT SUCH WELDED TO BURRIED GROUND RING H. WHERE OUTLETS AFgE REMOVED OR CIRCUITS INTERRUPTED OR BROKEN, PROVIDE THE REQUIRED REQUIREfb RELOCATION, RECONNECTION OR REARRANGEMENT TO RESTORE A. ALL BOXES, *ETHER OUT LET, JUNCTION, PULL OR EQUIPMENT SHALL BE FURNISHED AS KILOWATT METER AND MAIN FEEDER OVERCURRENT DEVICES. MCB MAIN CIRCUIT BREAKER SERVICE AT ALL ITfEmS, OUTLETS, ETC. NOT MADE OBSOLETE BY THIS WORK. WITH APPROPRIATE COVERS. a_-mu_u_a MGB MAIN GROUND BAR UTILITY POLE 1. MOUNTING AND SU"ORTING OF ALL EQUIPMENT PROVIDED UNDER THIS SECTION B. NO SECTIONAL12ED BOXES SHALL BE USED. A.MARK ANtP PERMANENTLY IDENTIFY ALL ELECTRICAL EQUIPMENT. M.H. MOUNTING HEIGHT SHALL BE COORDINATED WITH THE CONSTRUCTION MANAGER IN THE FIELD. C. OUTLET, JUNCTION AND PULL BOXES SHALL BE SHEET STEEL WHERE REQUIRED TO IDENTjFICAAvTION SHALL BE LAMINATED PLASTIC PLATES, BLACK WITH MITE EN6,RAVED LETTERS. USE 1/4" HIGH LETTERING. ATTACH PLATES M.L.O. MAIN LUG ONLY Iffmam-611ILM FACILITATE PUWNG OF WIRES OR CABLES. SUCH BOXES SHALL BE RIGIDLY MOUNTED AND NTH CHRtOME PLATED OR 316 STAINLESS STEEL SCREWS TO THE OBTAIN, PAY FOR, AND DELIVER ALL PERMITS, CERTIFICATES OF INSPECTION, INSTALLED IN ACCESSIBLE LOCATIONS. DEVICE. U�kSE NOMENCLATURE ON DRAWINGS. NEC NATIONAL ELECTRICAL CODE ETC., REWIRED BY(THE AUTHORITIES HAVING JURISDICTION, DELIVER CERTIFICATES SAFETY DISCON T SIM TO THE OWNER P40R TO ANAL ACCEPTANCE OF THE WORK, A. PROVIDE DISCCNNECT SWITCHES AS SHOWN ON THE DRAWINGS AND WHERE REQUIRED BY B.ALL ELEC31TRICAL EQUIPMENT MUST BE MARKED AND IDENTIFIED WTH NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION MATERIALS AND EZEN01 THE NATIONAL ELECTRIC CODE. SWITCHES SHALL BE HORSEPOWER RATED WHERE PROPER #ARNING LABELS AND SiGNAGE PER NEC. NETA NATIONAL ELECTRICAL TESTING ASSOCIATION A. MATERIAL AND EQU.JIPMENT INSTALLED AS A PART OF THE PERMANENT INSTALLATION APPLICABLE, AND BE THE SIZES REQUIRED. SERVICE ENTRANCE SWITCH SHALL BE SO SHALL BE NEW, UNLESS OTHERWSE INDICATED OR SPECIFIED, AND SHALL BE LISTED RATED. NFSS NON-FUSED SAFETY SWITCH (DISCONNECT) BY A NATIONAL WGISTERED TESTING LAB FOR INSTALLATION IN EACH PARnCULAR B. SWITCHES SHA-L BE HEAVY DUTY TYPE FUSED OR UNFUSED, AS INDICATED: CASE WHERE STANDARDS HAVE BEEN ESTABLISHED. SIDE HANDLE OPERATED, NEMA I FOR GENRAL INTERIOR WORK AND NEMA 3R PAINTED NO. NUMBER B. INSTALLATION OF PALL MATERIAL AND EQUIPMENT SHALL FOLLOW MANUFACTURER'S STEEL FOR EXTERIOR, DAMP OR WET LOCATIONS, SWITCHES SHALL BE EQUIPPED WITH A SPECIFICATIONS AND GUIDELINES TO MET ITS INTENDED PURPOSED WITHIN THIS COVERINTERLG:K TO PREVENT OPERATION WITH COVER OPEN. OCP OVER CURRENT PROTECTION DESIGN. PAY CLO%E ATTENTION AND ADHERE TO ANY LIMITATIONS PLACED ON C. SWITCHES SHALL BE MSIBLE BLADE, EXTERNALLY OPERATED, NTH ALL CURRENT 0 PHASE MATERIAL AND EQWIPMENT BY ITS LISTING 'NTH A NATIONAL REGISTERED TESTING CARRYING PARTS SILVER OR TIN-PLATED. ALL SWITCHES SHALL HAVE PROVISION FOR LABORATORY. NOT LESS THAN TWO EXTERNAL PADLOCKS. P. POLE CUTTING AND PATCHIM GROUNDIN PVC POLYMNYL CHLORIDE PROVIDE ALL CUTITING AND PATCHING NECESSARY FOR THE INSTALLATION OF THE A. PROVIDE A GROUND FOR ALL RACEWAYS, DEVICES AND UTILIZATION EQUIPMENT ELECTRICAL WORK. ANY DAMAGE DONE TO THE WORK ALREADY IN PLACE BY REASON PERMANENTLY AND EFFECTIVELY IN ACCORDANCE WITH REQUIREMENTS OF THE NATIONAL RGS RIGID GALMNZED STEEL OF THIS WORK SWALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE BY A QUALIFIED ELECTRIC COD- AND AS HEREIN AFTER SPECIFIED. ALL GROUNDED NEUTRAL \\\Xlllllill/l MECHANIC EXPERIIENCED IN SUCH WORK. PATCHING SHALL BE UNIFORM IN CONDUCTORS SHALL BE CONTINUALLY IDENTIFIED. ALL GROUNDING AND BONDING SPST SINGLE POLE, SINGLE THROW N� APPEARANCE AND) SHALL MATCH THE SURROUNDING SURFACE, DO NOT CUT STRUCTURAL MEMIAERS WITHOUT APPROVAL OF THE CONSTRUCTION MANAGER. WHERE CONNECTIONS SHALL BE SOLDERLESS. TYP. TYPICAL PENETRATIONS AREE NECESSARY THROUGH THE ROOF, PROVIDE ALL CURBS, SLEEVES, E N q SHIELDS, FLASHIN(�, Y B. PROVIDE INSULATED GROUNDING CONDUCTORS FOR FEEDER AND BRANCH CIRCUIT WRING FITTINGS, AND CAULKING TO MAKE THE PENETRATION ABSOLUTEL AS CALLED FOR ON THE PLANS. PROVIDE GROUNDING BLOCKS, TERMINALS, ETC., FOR V VOLTS WATERTIGHT. CONNECTION 7ERMINALS. CONDUCTORS LOOPED UNDER BOLTS OR SCREWS WILL NOT BE 139 WP WEATHERPROOF ELECTRICAL WORK UhbaaMaLMAM ACCEPTABLE. IN GENERAL, POykR WRING FOR SYSTEMS ARE INCLUDED UNDER THIS SPECIFICATION. C. GROUND RODS MEN NEEDED SHALL BE STEEL, COPPER CLAD 5/8- DIA. BY 10'-0- LONG CAREFULLY REVIE% THE CONTRACT DOCUMENTS AND COORDINATE THE ELECTRICAL SPACED AT li5'-O' MAXIMUM. GROUND ROD SHEILDS TO BE PROVIDED FOR DRIVING RODS. WORK TO BE PERWORMED UNDER THE OTHER DIMSIONS. ST T OF �c Uj GUARANTEE D. PRIOR TO THE INSTALLATION OF THE GROUNDING SYSTEM, THE EARTH RESISTIVITY SHALL 0 A. GUARANTEE THE ELECTRICAL SYSTEM INSTALLED BY THE CONTRACTOR FREE BE MEASUREE USING WENNER FOUR TERMINAL METHOD. REPORTS OFMEASURED FROM ALL MECHA(NICAL AND ELECTRICAL DEFECTS FOR THE PERIOD OF ONE RESISTIVITY MUST BE SUBMITTED TO THE CONSTRUCTION MANAGER. 'V "fi', %J K I YEAR BEGINNING FFROM THE DAY OF FINAL ACCEPTANCE OF THE WORK OR �\N BENIFICIAL OCCUNANCY BY THE OWNER. WHICH EVER OCCURS FIRST. E. THE MAXIMUM RESISTANCE OF THE COMPLETED GROUNDING SYSTEM SHALL NOT EXCEED 5 ///;//0 N Al-e�\\ , OHMS ON ANY PART OF THE SYSTEM. IF DUE TO SOIL CONDITIONS OR OTHER //11111110 a. UPON RECEIPT OF' NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF PARAMETERS THIS MAXIMUM VALUE IS EXCEEDED. CONTACT THE ENGINEER FOR THE ELECTRICAL INSTALLA11ON DURING THE GUARANTEE PERIOD, NEW ADDITIONAL INSTRUCTION& REPLACEMENT PACRTS SHALL BE FURNISHED AND INSTALLED PROMPTLY AT REGISTERED PROFESSIONAL ENGINEE_fR SEAL NO COST TO THE OWNER. FORA10W BY_: DATE RW6 7W"IME: GENERAL NOTES & ABBREVIATIONS I F_ 'T� ITEM BY CHK. BY DATE F 12 HARDY ENGINEERING, INC. PROPOSED AT&T WIRELESS SITE LOCATION RUSIONS J.E. STEGER 4-30- 9- STE NAME: MAYPORT ISSUED FOR REVIEW _S —TH 5-01-12 AT&T MOBILITY CORPORATION �%Iwwoo A- CHEOTO BY DATE ENGINEERING AND CONSULTING FA NO*: 10020470 1101 GREENWOOD BLVD. 0-r- 407 LEVY ROAD ato- T.L. HARDY 4-30-12 209 LINDEN STREET, P.O. BOX 708 AILANTIC BEACH,FLORIDA 32233 (DUVAL COUNTY) LAKE MARY, FL 32746 -TPPROVED BY DATE TRUSSVILLE, AL 35173 illAll i PHONE: (205) 655-1427 FAX: (205) 661-9027 10020470GN1 AS SHO GNI