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124 SYLVAN DR - RIGHT OF WAY DRAWINGS SITE ID-CATS DIDATE LETTER CASCADE ID-CANDIDATE LETTER: mobiI1tt@ 9FLB003569C/JA90XS919C LATITUDE/LONGITUDE: 30.325532/-81 .402211 CROSS STREET: SYLVAN DR & STURDIVANT ST CITY, STATE, ZIP: IF YOU DIG IN ANY STATE DIAL 811 FOR THE LOCAL PROJECT NO: 9FLB003569C "ONE IT'S THE LAW ATLANTIC BEACH, FL 32233 DRAWN BY: RC CHECKED BY: SJB THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONVENIENCE ONLY.THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS.THE ENGINEER/SURVEYOR ASSUMES NO NOTE: RESPONSIBILITY FOR THE LO-CATIONS SHOWN AND SHALL BE T THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL THE UTILITIES GENERAL CONTRACTOR IS REQUIRED TO CROSS CHECK COORDINATES. EXHIBIT PHOTO, AERIAL WITHIN THE LIMITS OF THE WORK.ALL DAMAGE MADE TO THE(E) PHOTO AND SITE PLAN TO ENSURE PROPER POLE LOCATION PRIOR TO BREAKING GROUND. B 06-01-17 RENSION UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE CONCERNS OR QUESTIONS SHOULD BE IMMEDIATELY DIRECTED TO ASSIGNED MOBILITIE CM. A 05-22-17 FOR CLIENT RENEW RESPONSIBILITY OF THE CONTRACTOR. GENERAL NOTES LOCATION MAPS PROJECT DESCRIPTION KMB DESIGN GROUP, LLC THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A VICINITY MAP REGIONAL MAP END USER PROPOSES TO INSTALL EQUIPMENT ON AN Stephen A. Bra TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE EXISTING WOOD POLE WITHIN AN EXISTING RIGHT-OF-WAY. PROFESSIONAL ENGINEER MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT u C? THE SCOPE WILL CONSIST OF THE FOLLOWING: DISTURBANCE OF EFFECT ON DRAINAGE; NO SANITARY SEWER �QNEN A SERVICE, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND ,S - INSTALL PROPOSED BACKHAUL TRANSPORT EQUIPMENT ON C t 9 NO COMMERCIAL SIGNAGE IS (N). W AN EXISTING WOOD UTILITY POLE w o.689 3 00, SITE INFORMATION �� 4� Atlantic Beach Elementary School ,11hs� CODES �` �TATF of <v�` SITE ID: 9FLB003569C SajIrstlLlte CASCADE ID: JA90XS919C C Atlantic BeadW 2014 FLORIDA BUILDING CODE, 5TH EDITION qI Q Plaza NATIONAL ELECTRICAL SAFETY CODE LATITUDE: 30.325532 TIA/EIA-222-G-2 OR LATEST EDITION FL LICENSE 68902 6/1/17 Q 7;h S1 n LOCAL BUILDING/PLANNING CODE LONGITUDE: -81.402211 & TIS A VIOLATION OF THE LAW FOR ANY {� PERSON,UNLESS THEY ARE ACTING UNDER THE CROSS STREET: SYLVAN DR & STURDIVANT ST DIRECTION OF A LICENSED PROFESSIONAL o m� ENGINEER,TO ALTER THIS DOCUMENT CITY, STATE, ZIP: ATLANTIC BEACH, FL 32233 SITE SITE 3LSc DRAWING INDEX �1 SHEET NO: SHEET TITLE COUNTY: DUVAL COUNTY (' S 0462 Davlcl fK T-1 TITLE SHEET JURISDICTION: ATLANTIC BEACH CITY SP-1 EXHIBIT PHOTO & SITE PLAN Stuff divant St Atlantic Blvd 0� 0� PROPERTY OWNER: PUBLIC RIGHT-OF-WAY EV-1 ELEVATIONS L S EV-2 ELEVATIONS ! �'`` APPLICANT: MOBILITIE, LLC MCUOnaIdSl PL-1 PLUMBING & RISER DIAGRAM �` _` 3475 PIEDMONT ROAD NE, SUITE 1000 Beach Diner V ATLANTA, GEORGIA 30305 EQ-1 EQUIPMENT DETAILS O PHONE: (312) 638-5400 w y p colt wb C'g s EQ-2 EQUIPMENT DETAILS i 0 AtA Atlantic I E-1 ELECTRICAL DETAILS G-1 GROUNDING DETAILS V0 ENGINEER CL � GN-1 GENERAL NOTES KMB DESIGN GROUP, LLC w h GN-2 GENERAL NOTES PlOtid3 31.€ 1800 ROUTE 34, SUITE 209 &Wings PopeyeS GN-3 GENERAL NOTES WALL, NJ 07719 Louisiana Kitchen JA90XS919C FOR QUESTIONS EMAIL: DESIGNTEAM@KMBDG.COM ATTACHED MAINTENANCE OF TRAFFIC PLAN TEL: 732 280-5623 FAX: 732 280-3980 www.KMBDG.com Neptune Beach' ATLANTIC BEACH,FL 32233 u EXISTING 35'-0"WOOD POLE DO NOT SCALE DRAWINGS N a B SHEET TITLE CONTRACTORS SHALL VERIFY ALL PLANS, (E) DIMENSIONS & FIELD Seagate AVE. TITLE SHEET CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE rv3y ARCHITECT ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE - PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. a $ AtA SHEET NUMBER MAP DATA ©2016 GOOGLE 01 MAP DATA ©2016 GOOGLE T-1 obiletle (N) OMNI—DIRECTIONAL ANTENNA TO BE INSTALLED T/ OF (N) ANTENNA = t 38'-4" Jjh OF (N) ANTENNA = t 37'-1" B/ OF (N) ANTENNA = t 35'-10" T/ OF (E) POLE = t 35'-0" T/ OF (E),POLE = t 35'-0" PROJECT NO: 9FLB003669C DRAWN BY: RC CHECKED BY: SIB (E) CLASS 3 OR CLASS (E) CLASS 3 OR CLASS 4 WOOD POLE 4 WOOD POLE R O6-Ot-17 REVISION (N) WEATHER HEAD FOR--- A 05-22-17 FOR CLIENT REVIEW NEW OVERHEAD UTILITY KMB DESIGN GROUP, LLC (1) (N) 2" RIGID GALVANIZED Stephen A. Bra STEEL CONDUIT FOR POWER PROFESSIONAL ENGINEER aE 0 689Q2 (N) EQUIPMENT SHROUD CONTAINING UE RELAY, GPS ANTENNA, AND RADIO B/ OF (N) EQUIPMENT SHROUD = 115'-0" (TATE Or sS,QnA'L' N FL LICENSE:68902 6/1/17 (N AC POWER DISTRIBUTION PANEL dIT IS A MOLAIRON ) PERSON,UNLESS THEY A ETHE AC AW FOR ANY ATTACHED WITH 1/2" STEEL BANDING DIRECTION OF A LICENSED PROFESSIONAL OF (N) AC DISTRIBUTION BOX = f11'—O" ENGINEER,TO ALTER THIS DOCUMENT IL OL (N) DISCONNECT ATTACHED ( Oo' WITH 1/2" STEEL BANDING IL EXISTING SIDE VIEW NEW SIDE VIEW GO GRADE NOTES: EXISTING DIRT GROUND GRADE JA90XS919C EXISTING DIRT GROUND / \: / ATLANTIC BEACH,FL 32233 1. ALL HARDWARE SHALL BE STAINLESS STEEL. EXISTING 35'-0"WOOD POLE (E) POLE EMBEDMENT j I.,/aj �/.2. ALL CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. (E) POLE EMBEDMENT� a d I. :/ SHEET TITLE \ 3. LIGHTNING RODS SHALL BE INCLUDED AS REQUIRED. �' POLE ELEVATIONS i NOTE: 4. STRUCTURAL BACKFILL TO BE COMPACTED IN 6" MAXIMUM LAYERS TO REFER TO STRUCTURAL ANALYSIS REPORT \ 95% OF CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY, \ JA90XS919C (SEPARATE DOCUMENT) FOR STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT (E) POLE ELEVATIONS SHEET NUMBER ADDITIONAL STRUCTURAL INFORMATION. WEIGHT OF 100 POUNDS PER CUBIC FOOT (16kN/m3) i i 1 SCALE:I"=5' __j mobilitie (N) OMNI—DIRECTIONAL ANTENNA TO BE INSTALLED T/ OF (N) ANTENNA = t 38'-4" q OF (N) ANTENNA = t 37'-1" B/ OF (N) ANTENNA = �35'-10" OT/ OF (E) POLE = t 35'-0" T/ OF (E) POLE = -0" PROJECT NO: 9FLB003569C DRAWN BY: RC (E) CLASS 3 OR CLASS CHECKED BY: SJB (E) CLASS 3 OR CLASS 4 WOOD POLE 4 WOOD POLE (N) WEATHER HEAD FOR---. NEW OVERHEAD UTILITY B 06-01-17 RENSION A 05-22-17 FOR CLIENT RENEW (1) (N) 2" RIGID KMB DESIGN GROUP, LLC GALVANIZED STEEL CONDUIT FOR POWER PStephen A. Bra PROFESSIONAL ENGINEER 68902 (N) EQUIPMENT SHROUD CONTAINING UE RELAY, GPS ANTENNA, AND RADIO 7 B/ OF (N) EQUIPMENT SHROUD = t15'-0" -,0 STATE OF (N) AC POWER DISTRIBUTION PANEL FL LICENSE:68902 6/1/17 IT IS A VIOLATION OF THE LAW FOR ANY ATTACHED WITH 1 2" STEEL BANDING PERSON,UNLESS THEY ARE ACTING UNDER THE OF (N) AC DISTRIBUTION BOX = t11'—O" DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT WIITHDISCONNECT 1�ON STEELBANDING I 0+ ® X44 EXISTING BACK VIEW NEW BACK VIEW G� GRADE NOTES: GRADE JA90XS919C EXISTING DIRT GROUND '<,.; / ATLANTIC BEACH,FL 32233 \ 1. ALL HARDWARE SHALL BE STAINLESS STEEL. �•' (E) POLE EMBEDMENT EXISTING DIRT GROUND EXISTING 35'-0"WOOD POLE \/ I I../ 2. ALL CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. \/ I I ' 4 j, �, aI I. (E) POLE EMBEDMENT 3. LIGHTNING RODS SHALL BE INCLUDED AS REQUIRED. \. SHEET TITLE \:. ✓ �i \ POLE ELEVATIONS NOTE: 4. STRUCTURAL BACKFILL TO BE COMPACTED IN 6" MAXIMUM LAYERS TO REFER TO STRUCTURAL ANALYSIS REPORT 95% OF CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY, I j JA90XS919C (SEPARATE DOCUMENT) FOR �/: .. „/ STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT / 1j,/ SHEET NUMBER ADDITIONAL STRUCTURAL INFORMATION. / / (E) POLE ELEVATIONS �'. WEIGHT OF 100 POUNDS PER CUBIC FOOT (16kN/m3) \ 1 EV-2 SCALE:1"=5' (E) POLE MOUNTED EQUIPMENT NOT SHOWN FOR CLARITY. EQUIPMENT CHART QTY. DESCRIPTION MANUFACTURER MODEL NUMBER AZIMUTH CABLE DIMENSIONS (HxWxD) WEIGHT Obi11ti@ 1 ANTENNA ALPHA WIRELESS AW3477-S TBD 23'-0"t 30.7" X 4.7" DIAMETER 7 LBS (N) OMNI-DIRECTIONAL 1 UE RELAY AIRSPAN iR460-SPB-ST-1-P-0 TBD 3't 13" X 7" DIAMETER 8.8 LBS ANTENNA TO BE INSTALLED - - - - - - - - 1 GPS PCTEL 3997D - - 0.53" X 1.7" DIAMETER 0.057 LBS 1 RADIO NOKIA FWHR B41 HP - 3't 9.7" X 12.9" X 6.3" 24.7 LBS NOTE: 1 AC DISTRIBUTION PANEL RAYCAP RSTAC-3112-P-120 - 1't 9.25" X 9.5" X 3.81" 14 LBS CABLING DIAGRAM IS FOR CLARITY OF CABLE ROUTE AND TERMINATION ONLY. - - - - - - - - CONTRACTOR SHALL INSTALL CABLES 1 NEMA TYPE-3R DISCONNECT SIEMENS GF222NR - 1't 15.45" X 8.7" X 5.95" 14 LBS WITH MINIMAL VISUAL IMPACT ON EXISTING WOOD UTILITY POLE. SEE ELEVATION DRAWING FOR EQUIPMENT AND ANTENNA LOCATIONS. (2) (N) 1/2" DIA. COAX CABLES RUN INSIDE BILL OF MATERIALS U-GUARD ATTACHED TO POLE CABLING NOTES: '2 PROJECT NO: 9FL6003569C SCALE:NOT TO SCALE DRAWN BY: RC A) WOOD, CONCRETE AND EXISTING METALLIC POLES 1) FRC M GRADE LINE TO 11'-0" ABOVE GRADE, ALL CHECKED BY: SJB (N) WEATHER HEAD CABLE /CONDUCTORS EXCEPT GROUNDING CONDUCTOR MUST RUN IN RIGID GALVANIZED STEEL CONDUIT (RGS) (N) EQUIPMENT SHROUD II) GROUNDING CONDUCTORS IN EXPOSED LOCATIONS CONTAINING UE RELAY, MUSF BE INSTALLED IN PVC. B 06-01-17 RENSION GPS ANTENNA, AND RADIO III) IN EARTH INSTALL PVC CONDUIT FOR BACKHAUL A 05-22-17 FOR CLIENT REwEw Q� AND ELECTRICAL SERVICE. TRANSITION TO RGS AT KMB DESIGN GROUP, LLC GRA E LINE. (1) (N) 2" RIGID GALVANIZED IV) AB VE 11'-0" ALL CABLES (POWER, ETHERNET, STEEL CONDUIT FOR POWER Stephen A. Bra COAXIAL) MUST RUN IN PVC UTILITY POLE RISER. (1) T MAJOR EQUIPMENT, EXTEND UTILITY DUCT PROFESSIONAL ENGINEER IMMEDIATELY ADJACENT TO THE EQUIPMENT. INSTALL (N) DISCONNECT NEN A I CABLES IN THE UTILITY POLE RISER CREATING �e BRA' I I CABLE DRIP LOOPS NOT LESS THAN THE CABLE (N) AC POWER DISTRIBUTION Gj� ISc =e BENDING RADIUS. d (2) NSIDE THE UTILITY POLE RISER, UTILIZE �/�" (N) (1) 2" CONDUIT FOR POWER, c b8902 C AX BLOCKS WITH LAG SCREWS TO SUPPORT CLAMPED TO POLE A4k C AX, RADIO AND MW POWER, RF COAX, AND (N) GROUND Ef ERNET CABLES TO WITHIN 12" OF THE STATE OF ��c d EQUIPMENT BEING SERVED AND ON INTERVALS NOT (N) (1) (2") U-GUARD RISER FOR `� �; T EXCEED 6'. (2) 1/2" RF CABLES TO ANTENNA % - �xl; V) FOR UNDERGROUND HFC/PUBLIC BACKHAUL, ROUTE 'SS,�ONA� N AC DISTRIBUTION PANEL ETHERNET CABLE IN CONDUIT UP THE POLE AND . ......., ( ) ENTER THE UTILITY POLE RISER. SEAL EXPOSED END (N) EQUIPMENT SHROUD 3� �2 FLUCENSE:6890 6/1/17 OF CONDUIT WITH A CABLE TERMINATION FITTING. CONTAINING UE RELAY, GPS \4 � IT IS A VIOLATION OF THE LAW FOR ANY ANTENNA, AND RADIO PERSON,UNLESS THEY ARE ACTING UNDER THE ——— DIRECTION OF A LICENSED PROFESSIONAL 1 N 1 2' DIA. POWER a d VI) B APPROVAL IN SELECT CASES LIQUID-TIGHT 1 ( ) ( ) / �4 I CABLE TO BE RUN INSIDE RIGID I � FLEXIBLE METALLIC CONDUIT (LFMC) MAY BE USED IN ENGINEER,TO ALTER THIS DOCUMENT/� �p �\ GALVANIZED STEEL CONDUIT LENGTHS NOT TO EXCEED 36" TO EXTEND THE \ ABOVE GRADE UP TO 11 FT. ELECTRICAL SERVICE CONDUIT TO THE AC d I DISTRIBUTION BOX. EXAMPLE: UTILITY-REQUIRED DISC ECT ON POLE AC DISTRIBUTION BOX ON OPPOSITE SIDE OF POLE. NOT REQUIRED FOR COAX. d B) NEW METALLIC POLES L 1) PR CURE NEW POLES WITH SUITABLE HAND HOLES I CLIMB SPACE IM X 30" I �`O (N) DISCONNECT SUC THAT HAND HOLES EXIST AT ALL EQUIPMENT I LOCATIONS. (1) NITH CLIENT APPROVAL IN SELECT CASES TO (N) OMNI DIRECTIONALI I (j, FA ILITATE IMPROVED APPEARANCE, ,h" COAXIAL ANTENNA _zzz - CABLES MAY BE "SUPERFLEX" IN LIEU OF LDF-4. I I O EDGE OF PAVEMENT EXISTING WOOD UTILITY 11) WHERE POSSIBLE, INSTALL POLE BASE SUCH THAT THE L_________- G POLE ELECTRICAL FEED AND BACKHAUL (IF UNDERGROUND) CIRCUIT ENTER THE POLE THROUGH THE POLE BASE. IF A GRADE DISCONNECTING MEANS SEPARATE FROM THE AC i DISTRIBUTION BOX IS REQUIRED BY JURISDICTION OR JA90XS919C �•' UTILITY, WITH APPROVAL IN SELECT CASES LIQUID-TIGHT ATLANTIC BEACH,FL 32233 FLEXIBLE METALLIC CONDUIT (LFMC) MAY BE USED IN LENGTHS NOT TO EXCEED 36" TO EXTEND THE ELECTRICAL EXISTING 35'-0"WOOD POLE j j: SERVICE CONDUIT TO THE AC DISTRIBUTION BOX. POLE EMBEDMENT � SHEET TITLE \,. [PLUMBING&RISER DIAGRAM PLUMBING DIAGRAM RISER ORIENTATION DIAGRAM SHEET NUMBER 1 3 PL-1 SCALE:h OT TO SCALE SCALE:NOT TO SCALE (N) 3/8" THROUGH EXISTING WOOD BOLT, NOT UTILITY POLE mobili tie PROTRUDE MORERE EXISTING WOOD THAN 2" UTILITY POLE (N) 2500 MHz OMNI-DIRECTIONAL ANTENNA (N) POLE 1 MOUNTED N 1 EQUIPMENT 1 1 (N) 1/2"0 A36 (N) EQUIPMENT 1 3/8- THROUGH MOUNTING BRACKET ; BOLT, NOT TO 1 PROTRUDE MORE I THAN 2" (TYP.) NOTE: I (N) POLE ° ° ————————— 1. MOUNTING BRACKET ACCOMMODATES POLE MOUNTED SIZES FROM 3" TO 10" DIAMETER. EQUIPMENT 2. KMB DESIGN GROUP HAS NOT PERFORMED (N) ANTENNA MOUNTING A STRUCTURAL EVALUATION FOR THE 10 MOUNTING BRACKET. REFER TO THE (N) EQUIPMENT I BRACKET MANUFACTURER FOR ADDITIONAL INFORMATION. ° e MOUNTING BRACKET L PROJECT NO: 8FLB003IC DRAWN BY: C:c ____ (N) THROUGH BOLT, NOT TO PROTRUDE MORE THAN 2" (TYP.) CHECKED BY: TOP VIEW SIDE VIEW •- B I-Ot-17 REVISION C:j -_= A OS-22-17 FOR CLIENT RENEW KMB DESIGN GROUP, LLC Stephen A. Bra EQUIPMENT MOUNTING DETAIL iNd ANTENNA MOUNTING DETAIL PROFESSIONAL ENGINEER 3 SCALE:NOT TO SCALE 1 SCALE:NOT TO SCALE � Q NEN A �R 5" 5" o 689C2 NOTICE (N) 1/2" COAX FROM RADIO Mobllltle, LLC STATE OF ��c TO ANTENNA (TYP.) EXISTING WOOD UTILITY POLE 04° � , In case of Emergency Contact AE-mail: MNOC@mobilitie.com FLucENSE:se9oz 8/1/17 Radio frequency fields beyond this (N) TOWER STANDOFF point may exceed the FCC general IT IS A VIOLATION OF THE LAW FOR ANY (VALMONT STK SERIES OR public exposure limit. Phone: (877)244-7889 PERSON,UNLESS THEY ARE ACTING UNDER THE PROFESSIONAL EQUIVALENT ENGINEER,TO At THIS DOCUMENT ) Obey all posted signs and site guidelines for DIRECTION OF A LICENSED working in radio frequency environments. Please Reference Site ID SITE ID: 9FLB003569C Site ID SFLB003569C Contact 877-244-7889 nw3wiitiie FCC ID ."�"n— (VALMONT 1/2" SNAP OR N STAINLESS STEEL BANDING TYP.) pro" :�;�R 47 CFR„,�7„I (VALMONT 12SH-3 OR _(N) ( EQUIVALENT) MANUFACTURED BY BAND-IT #C20469, `o GO 1/2” WITH C45499 BUCKLES, OR APPROVED EQUAL O L� ANTENNA SIGNAGE: 0� ON WOOD POLES - SIGN ON ALUMINUM WITH SS SCREW TO THE POLE OWNER / OPERATOR NOTE: SIGN PLACEMENT: SITE ID LABEL TO BE AFFIXED AT OR NEAR THE AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL POINT OF POWER CONNECTION WITH TZeS241 NOTE: RF ANTENNA(S) LABELING TAPE OR EQUIVALENT BLACK ON WHITE SPACE SNAP-INS PER SIZE APPROX. 8” x 5" LABELING TAPE OF AT LEAST 18mm WIDTH WITH JA90XS919C EXTRA-STRENGTH ADHESIVE. USE ANY COMPATIBLE CABLE MANUFACTURER'S P-TOUCH LABEL MAKER. TEXT SHOULD BE ATLANTIC BEACH,FL 32233 SPECIFICATIONS PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT EXISTING 35'-0"WOOD POLE OF 1/2". SHEET TITLE ANTENNA SIGNAGE EMERGENCY CONTACT SIGN EQUIPMENT DETAILS CABLE MOUNTING DETAIL POLE MOUNTED SIGNS SHEET 2 4 EQ-2 NUMBER SCALE:NOT TO SCALE SCALE:NOT TO SCALE ,,,� LEGEND (N) OMNI-DIRECTIONAL ■ CADWELD CONNECTION NOTE: ANTENNA C3 MECHANICAL CONNECTION CONTRACTOR TO SURROUND COMPLETED cab I l It i e CONNECTION WITH HEAT-SHRINK TUBING TO COMPRESSION CONNECTION ENSURE WEATHER PROOF CONNECTION (N) MECHANICAL CONNECTION NOTE: GROUNDING RISER FOR DIAGRAMMATIC PURPOSES ONLY. SEE ELEVATION DRAWING #6 THHN/THWN GREEN FOR EQUIPMENT AND ANTENNA LOCATIONS. STRANDED FROM EQUIPMENT TO MAIN GROUND CONDUCTOR, TYP. (N) #6 THHN/THWN GREEN INSULATED STRANDED GROUND (TYP.) THIN WALL C-TAP WITH GREEN DYE INDEX ri UE RELAY ANTENNA (N) EQUIPMENT SHROUD PROJECT NO: 9FLB003569C #6 SOLID TIN COATED MAIN I DRAWN BY: RC GROUND CONDUCTOR CHECKED BY: SJB ' REMOTE I .-• RADIO �( HEAD B 06-01-17 REVISION TA 05-22-17 FOR WENT RDCW KMB DESIGN GROUP, LLC Stephen A. Bra C-TAP DETAIL #6 SOLID TIN COATED MAIN 1 PROFESSIONAL ENGINEER GROUND CONDUCTOR SCALE:NOT TO SCALEQ I'c 69 2 = AC DIST � ' PANEL - TA, C�� FL LICENSE:68902 6/1/17 �yp� �• TYPE •1�YA-2 NY m y� TYPE YA-2 DISCONNECT PERSON,UNLESS THEY ARE ACTING UNDER THE JJi. HS JJi.WOo IT IS A IAOLA71ON OF THE LA A SWITCH DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT TYPE TYPE TYPE NOTES: Q 1. ALL RGS TO BE GROUNDED AT BOTH ENDS USING GROUNDING BUSHINGS I 2. GROUND WIRE TO BE RUN IN 1/2" I SCHEDULE 40 PVC. O` merTYPE TYPE TYPE NOT I GRADE ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. \1; DRIVE GROUND ROD TOA MINIMUM DEPTH G OF 30" OR 6" BELOW FROST-LINE CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE N USED FOR THIS PROJECT. JA90XS919C \ I I• ATLANTIC BEACH,FL 32233 (N) 5/8" X 8'-0" COPPER EXISTING 35'-0"WOOD POLE CLAD STEEL GROUND ROD SHEET TITLE GROUNDING DETAILS WELD CONNECTION DETAILS GROUNDING RISER DIAGRAM SHEET NUMBER 2 3 G-1 SCALE:NOT TO SCALE SCALE:NOT TO SCALE ELECTRICAL NOTES CONT'D GROUNDING NOTES: 1. ALL HARDWARE SHALL BE 3-16 STAINLESS STEEL, INCLUDING LOCK WASHERS. 4. ALL PERSONNEL INVOLVED IN THE TESTING OF RF CABLE, DATA CABLE, RADIO 13. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED BY THE CONTRACTOR COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND, AS SPECIFIED, BEFORE EQUIPMENT AND BACK HAUL EQUIPMENT WILL BE REQUIRED TO HAVE BEEN WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR TRAINED AND OR CERTIFIED IN THE PROPER TESTING OF RF CABLE, DATA CABLE, THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE SIZED TO MATCH COMPONETS OR LOG SIZE. RADIO EQUIPMENT AND BACK HAUL EQUIPMENT. ®�'�,��� BEEN DAMAGED THEREIN. 14. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT, CONDUCTOR;, PULL WIRES, 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN 5. ALL TEST RESULTS SHALL BE TIME STAMPED, RECORDED AND PRESENTED PRIOR BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND TO ENERGIZING AND TURN UP OF ANY EQUIPMENT. BEFORE MATING. 15. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND 3. ALL STEEL CONDUIT SHALL BE BONDED AT BOTH ENDS WITH GROUNDING 6. GPS EQUIPMENT (WHEN REQUIRED) IS NOT TO BE TESTED OR ATTACHED TO ANY INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING CABLING DURING TESTING, DOING SO WILL DAMAGE THE GPS UNIT. BUSHING. AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVA PION, AND BACKFILLING. 4. ALL ELECTRICAL AND GROUNDING AT THE POLE SITE SHALL COMPLY WITH THE 7. PRIOR TO TESTING IF THE CONTRACTOR HAS ANY QUESTIONS ABOUT THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION TESTING PROCEDURES THEY ARE TO CALL AND OBTAIN ASSISTANCE FROM A 16. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONE JTS THEREOF, QUALIFIED DESIGNATED TESTING REPRESENTATIVE. SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IECE. 8. EQUIPMENT IS NOT TO BE ENERGIZED UNTIL ALL TESTING HAS BEEN COMPLETED, 5. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION APPROVED AND THE APPROPRIATE AUTHORITY HAS BEEN NOTIFIED AND GIVES 17. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER' CATALOG AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. APPROVAL TO ENERGIZE THE EQUIPMENT. ; INFORMATION OF ANY/ALL EQUIPMENT AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE MOBILITIE CM PRIOR TO INSTALLATION. 6. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC SITE WORK NOTES: COMPONENTS USING #6 GROUND WIRES. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, 18. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE UNLESS OTHERWISE NOTED. PROJECT NO: 9FLB003669C ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE DRAWN BY: RC T FOR WORK AND PERFORMED TO THE SATISFACTION OF THE MOBILITIE CM 7. ALL GROUND CONNECTIONS SHALL BE #6 AWG, UNLESS OTHERWISE NOTED. ALL UPON FINAL ACCEPTANCE. WIRES SHALL BE COPPER WITH THHN, UNLESS OTHERWISE NOTED. ALL GROUND 2. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS CHECKED BY: SJB WIRE SHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE. SHALL BE ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF 19. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ON-Y PROJECT. TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE 8. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING E151-22-11I REHs�oN RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. FOR CLIENT RENEW 3. ALL (E) UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON �j PLANS HAVE. BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND 20. DISCONNECT SWITCHES SHALL BE UL-RATED, H.P. RATED HEAVY-DUTY, 9. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED A OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR KMB DESIGN GROUP, LLC QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. MINIMUM OF 30" BELOW GRADE/ 6" BELOW FROST-LINE IN TRENCH, UNLESS ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF OTHERWISE NOTED. BACK FILL SHALL BE COMPACTED AS REQUIRED BY THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR Stephen A. Bra 21. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING IF AN START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILIT ARCHITECT/ENGINEER. DETERMINING EXACT LOCATION OF ALL (E) UTILITIES AND FACILITIES PRIOR TO r Y PROFEsstoxAL11 ENG[N ANTI-OXIDE COMPOUND KNOWN AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND EER COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, 10. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS METHODS OF REMOVING OR ADJUSTING (E) UTILITIES. vNA N A INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. POSSIBLE, WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES. E N co q 4. CONTRACTOR SHALL VERIFY ALL (E) UTILITIES BOTH HORIZONTALLY AND Nlo,68902 22. RACEWAYS: CONDUIT SHALL BE SCHEDULE 80 PVC MEETING OR EXCEEDING NEMA 11. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE: VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF PARE AND DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST REPORTED TO THE ARCHITECT/ENGINEER OR MOBILITIE CM FOR RESOLUTION AND POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. A. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR OUTDOOR USE OR AS INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE RADIUS.ALL CONDUITS WHEN SPECIFIED, SHALL MEET THREADED FOR 'ALIGID D APPROVED BY APPLICANT PROJECT MANAGER. DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. � STATE Ct plc STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH TH ALV'. RIGID FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED O CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'COLD GALV'. B. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS). AT THEIR OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL LOCAL UTILITY C. ONE (1) OR (2) HOLES TINNED COPPER COMPRESSION (LONG BARREL) LOCATE HOT LINE, SUCH AS 811, FOR UTILITY LOCATIONS A MINIMUM OF 48 23. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. FITTINGS. HOURS PRIOR TO START OF CONSTRUCTION. ` " FL LICENSE:68902 6/1/17 IT IS A VIOLATION OF THE LAW FOR ANY 12. ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK 5. ALL NEW AND (E) UTILITY STRUCTURES ON SITE AND IN AREAS TO BE PERSON,UNLESS THEY ARE ACTING UNDER THE 24. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE VISIBLE AT THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES) DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR DIRECTION OLICNSED DOCUMENTAL THWN INSULATION, UNLESS OTHERWISE NOTED, 600 VOLT, COLOR CODED. USE AND WEATHER-PROOFED WITH HEAT SHRINK. TO FINAL INSPECTION OF WORK. ANY COST RELATED TO ADJUSTING (E) ETOALTER SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. STRUCTURES SHALL BE BORNE SOLELY BY THE CONTRACTOR. 13. ALL CONNECTION HARDWARE SHALL BE TYPE 3-16 STAINLESS STEEL (NOT 25. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE 13RESSURE ATTRACTED TO MAGNETS). 6. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG ANDSMALLER. USE SLOPE AND IS TO FEATHER INTO (E) GRADES AT THE GRADING LIMITS. SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 14. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 250-82 AND SHALL BOND ALL (E) AND NEW GROUNDING ELECTRODES. NEW 7. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, 26. SERVICE: AS SPECIFIED ON THE DRAWINGS. OWNER OR OWNER'S AGENT WILL GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS. UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE APPLY FOR POWER. ALL PROVISIONS FOR TEMPORARY POWER WILL BE OBTAINED WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)REQUIREMENTS. ,[�( BY THE CONTRACTOR. �-` 0�27. TELEPHONE OR FIBER SERVICE: CONTRACTOR SHALL PROVIDE EMPTf CONDUITS TESTING AND EQUIPMENT TURN UP REQUIREMENTS:1. RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT TESTING WITH PULL STRINGS AS INDICATED ON DRAWINGS. WILL COMPLY WITH CURRENT INDUSTRY STANDARDS AND OR THOSE STANDARDS OF THE EQUIPMENT MANUFACTURER OR PROVIDED TO THE CONTRACTOR PRIOR 28. ELECTRICAL AND TELCO/FIBER RACEWAYS TO BE BURIED A MINIMUM DEPTH OF TO TESTING. 30", UNLESS OTHERWISE NOTED. JA90XS919C ATLANTIC BEACH,FL 32233 29. CONTRACTOR SHALL PLACE 6" WIDE DETECTABLE WARNING TAPE A A DEPTH OF 2. CONTRACTOR WILL USE THE APPROPRIATE CALIBRATED TESTING EQUIPMENT IN EXISTING BEA WOOD POLE 6" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO ERVICE THE TESTING OF RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" R "BURIED EQUIPMENT THAT MEET INDUSTRY STANDARDS OF THE MANUFACTURER OR THOSE TELECOM". STANDARDS PROVIDED TO THE CONTRACTOR PRIOR TO TESTING. SHEET TITLE 30. ALL BOLTS SHALL BE 3-16 STAINLESS STEEL E NOTES 3. CONTRACTOR TO VERIFY AND RECORD ALL TEST RESULTS AND PROVIDE THESE RESULTS WITHIN THE FINAL CLOSE OUT PACKAGE. SHEET NUMBER GN-2 SITE WORK NOTES CONT'D 12. IN AREAS WHICH (E) GRAVEL SURFACING IS REMOVED OR DISTURBED DURING 8. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF 11. GC TO PLACE FILTER MATERIAL AT ALL CATCH BASINS ADJACENT TO CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT MAXIMUM STANDARD PROCTOR DRY DENSITY, UNLESS OTHERWISE NOTED. CONSTRUCTION SITE TO PREVENT SOLID WASTE CONTAMINATION FROM ENTERING GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION SEWER SYSTEM AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM ��,�,�'� 9. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO E CORRUGATIONS AND WAVES. ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF FOUNDATION, EXCAVATION AND BACKFILL NOTES: STANDARD PROCTOR DENSITY. 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 13. (E) GRAVEL SURFACING MAY NOT BE REUSED. VERTICAL, UNLESS OTHERWISE NOTED. 10. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS S OULD 14. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUTITS 2. BACKFILL OF POLE SHALL BE PERFORMED IN ONE OF TWO OPTIONS: GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND A. PREFERRED: RAINBOW INDUSTRIES POLE SETTING FOAM SHALL BE INSTALLED ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH PER MANUFACTURER SPECS. FOAM SHALL ALWAYS BE USED FOR POOR SOILS. APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE 11. ANY FILLS PLACED ON (E) SLOPES THAT ARE STEEPER THAN NTAL TO B. SECONDARY: CONCRETE (REQUIRES MOBILITIE CM WRITTEN APPROVAL) USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. BY A GEOTECHNICALLENGINEER. ( 1 VERTICAL SHALL E PROPERLY BENCHED INTO THE (E) SLOPEE ASSDIRECTED ECTED ALLOWABLE SOIL PRESSURE = 2500 PSF ASSUMED). NON-NATIVE SOILS SHALL BE REMOVE FROM BORE AREA AND SHALL NOT BE REUSED FOR BACKFILL 15. PROTECT (E) GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT 12. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO LOADS WILL OPERATE. USE PLANKING 'MATTS' OR OTHER SUITABLE PROTECTION DEBRIS, PAPER, TRASH, WEEDS, BRUSH, EXCESS FILL, OR ANY OTHER DEPOSITS 3. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF DESIGNED TO SPREAD EQUIPMENT LOADS AS MAY BE NECESSARY. REPAIR ANY WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, DAMAGE TO (E) GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE IS BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF DUE TO THE CONTRACTORS OPERATIONS. POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD 13. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH TH FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR 16. DAMAGE TO (E) STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. NEGLIGENCE SHALL BE REPAIRED AND/ OR REPLACED TO THE OWNERS PROJECT NO: 9FLB003569C SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. DRAWN BY: RC 14. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR 4. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE CHECKED BY: S.1B WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY MATERIAL. IF ADEQUATE BEARING CAPACITY IS NOT ACHIEVED AT THE DESIGNED 17. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE COMPANIES HAVING JURISDICTION OVER THIS LOCATION. EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE ENVIRONMENTAL NOTES: FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED ERMITS. GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF NO ADDITIONAL COST TO THE CONTRACT. THE CONTRACTOR SHALL A RESPONSIBLE FOR PAYMENT IT FINES D PROPER THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED LIME STONE #57 B 06-01-17 REVISION CLEAN UP FOR AREAS L VIOLATION. MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB A 05-22-17 FOR CLIENT REVIEW BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. KMB DESIGN GROUP, LLC 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTE ANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR 5. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS Stephen A. Bra PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS. ALL VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL EROSION AND SEDIMENTATION CONTROLS SHALL BE MAINTAINED IN PLACE PROFESSIONAL ENGINEER THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. SHALL CONSIST EL APPROVED MATERIALS SUCH AS EARTH, LOAM, SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN �PNEN A BR 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/Sll.T COMPACTED LAYERS. Co (_Ns' CONTROL FENCING AND PROTECTIVE MEASURES AS REQUIRED BY THE LOCAL = pp G`,8902 JURISDICTION WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONS RUCTION. 6. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED IN MAXIMUM / 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING ERO ION. DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. d` �� STtiTE OF ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY ARE AS O� SUBJECT TO EROSION. 7 NEWLY TO BACK CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PR HL�����` 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE FLLICENSE:68902 6/1/17 SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON 8. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND IT IS A VIOLATION OF THE LAW FOR ANY THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PERSON,UNLESS THEY ARE ACTING UNDER THE PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB DIRECTION OF A LICENSED PROFESSIONAL FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH ENGINEER,TO ALTER THIS DOCUMENT CONTRACTORS EXPENSE. GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND AN REPAIRS SPECIFIED ELEVATIONS WHERE REQUIRED. OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 9. NEWLY GRADED GRAVEL SURFACE AREAS TO RECEIVE GRAVEL SHALL BE O��`O� COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED TYPAR GEOSYNTHETICS OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE !. AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF OF VEGETA FABRIC SHALL D BLACK IN COLOR TO CONTROL THE RECURRENCE �` THE FACILITIES SHALL BE REMOVED. FE VEGETATIVE GROWTH AND EXTEND YS WITHIN 1 FOOT OUTSIDE THE SITE O FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP 8. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOM LISHED COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE NO. 57 FOR AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES FENCED COMPOUND; FDOT TYPE NO. 67 FOR ACCESS DRIVE AREA, UNLESS O OTHERWISE NOTED. AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL 10. IN ALL AREAS TO RECEIVE FILL: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK H SLOPED JA90XS919C ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS L AVING SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL THE CONSTRUCTION AREA. THIS MAY INCLUDE, BUT IS NOT LIMITED TO SUCH MATERIAL WILL BIND WITH (E)/PREPARED SOIL SURFACE. ATLANTIC BEACH,FL 32233 MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHE CK EXISTING 35'-0"WOOD POLE DAMS. 11. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO SHEET TITLE 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION AND/OR AERATE THE SOILS GENERAL NOTES DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUA TITY OF AND RECOMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBS ANCES. SHEET NUMBER G N-3 NOTE: POINT OF CONTACT FOR POWER TO BE EXHIBIT PHOTO IS FOR / DETERMINED PENDING UTILITY COORDINATION REFERENCE USE ONLY / AND SHOULD NOT BE USED FOR mobil1tme CONSTRUCTION ? / PURPOSES. ??�0, FOP � 14 X24 r EXISTING BUILDING (TYP) 324. / ROW. EXISTING WOOD UTILITY POLE EXISTING OVERHEAD LINE (TYP) ARAB / EXISTING TREE (TYP) APPROXIMATE R.O.W. LINE ESTABLISHED FROM TAX MAPS AND THE METHOD OF BEST FIT 3 PROJECT NO: 9FLB003589C EXISTING WOOD FENCE((TYP) 1 v 2 Q DRAWN BY: RC 2Q as PROPOSED RESTORATION AREA (TYP) ���� Q CHECKED BY: SJB 3� 3 EXIMING WOOD UTILITY POLE TO BE o UTILIZED FOR MOUNTING PROPOSED 3 B 06-01-171 REIASION ANTENNA, RRU AND EQUIPMENT. A 05-22-171 FOR CLIENT REVIEW KMB DESIGN GROUP, LLC GRASS Stephen A. Bra EXHIBIT PHOTON h� AREA 1 µ PROFESSIONAL ENGINEER SCALE:NOT TO SCALE -- -- - _ __ _ �Q NEN A 6, u _ Llio 68902 c STURDIVANT ST P I m TWO-WAY TRAFFIC FLOW �} o STURDIVANT STSTATE OF H TWO-WAY TRAFFIC FLOW o Fssior�A�EN�\?, SITE LOCATION -- F 0 H O/H 0/H H FL LIT IS A VI LATION O THE 6/1/17 0 H 0 H-0/ / 0/H IT IS A VIOLA TION OF THE LAW FOR ANY H O/H /H 0/H 0/H /H--0/H--0/ / PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL J ` ENGINEER,TO ALTER THIS DOCUMENT O � H- EXISTING STORM DRAIN (TYP) EXISTING MANHOLE (TYP) `O� i EXISTING TRAFFIC SIGN (TYP) �0 � O� Q- PARKING-' I �� AREA I I • / JA90XS919C w ATLANTIC BEACH,FL 32233 NOTE: EXISTING 35'-0"WOOD POLE 1. ALL DAMAGED AREAS SHALL BE RESTORED TO EQUAL OR BETTER CONDITION. N * _ 2. THIS SITE PLAN WAS GENERATED WITHOUT THE USE OF A SURVEY. PROPERTY � LINES, RIGHT-OF-WAYS, POWER & TELCO UTILITY POINT CONNECTIONS/ROUTES SHEET TITLE AND EASEMENTS SHOWN ON THESE PLANS ARE ESTIMATED. ALL ITEMS AND EXHIBIT PHOTO 8r SITE PLAN DIMENSIONS SHOULD BE VERIFIED IN THE FIELD. 3. GENERAL CONTRACTORS ARE REQUIRED TO CROSS CHECK COORDINATES, AERIAL SITE LOCATION AERIAL PHOTO AND SITE PLAN TO ENSURE PROPER POLE LOCATION PRIOR TO ENLARGED SITE PLAN SHEET NUMBER 2 BREAKING TOGROUND.A SMOBIC CONCERNS ED LITIQUESTIONS SHOULDBE IMMEDIATELY 3 SP-1 SCALE:NOT TO SCALE SCALE:1"=30'-O" (1"=15'-0"ON 24"x36"SHEET) MANUFACTURER: MANUFACTURER:RAYCAP MODEL:iR460 MANUFACTURER: (OR APPROVED EQUAL) MODEL:RSTAC-3112-P-120 Q4o ALP9.25 IN HA WIRELESS HEIGHT: .5IN O MODEL:AW3477-S HEIGHT:13 7 WIDTH:9.5 I DIAMETER:71N01 DEPTH:3.811N � � � HEIGHT:30.710 WEIGHT:8.8 LBS WEIGHT:14 LBS �O DIAMETER:4.7 INH m®b, to WEIGHT:7 LBS ' 950 MOUNT WEIGHT:4.4 LBS ftyCap PLAN s.5o' CCALPHA �,"� ------- WIRELESS in r LO iA N N M i7 CD cq DETAIL A M11 J .5 (TYP.) al N FRONT BOTTOM 7'--1 ELEVATION DETAIL B FR NT-,,, a SIDE N r PROJECT NO: 9FL600356RC ri SCALE SCALE 7 RAYCAP RSTAC-3112-P-120 SCALE 1 O DRAWN BY: RC ALPHA AW3477-S OMNI (1341) NCTgE 1 U RELAY iR460-SPB-ST-1-P-0 N.T.S. 4 NOT USED N.T.S. N.T.S. CHECKED BY: SJB I t MANUFACTURER:SIEMENS Top View MANUFACTURER:NOKIA MODEL: DISC NR TYPE-3k DISCONNECT TX/RX_D1V MODEL:FWHR 641 HP (OR APPROVED EQUAL) (473548A/473603A/473604A) p HEIGHT:16.45 IN B 06-01-17 RENSION (OR APPROVED EQUAL) I(j WIDTH:8.7 IN A 05-22-17 FOR CLIENT REVIEW HEIGHT:9.7 10 5'8" DEPTH:5.95 IN WIDTH:12.91N PLAN WEIGHT:I4 LBS KMB DESIGN GROUP, LLC DEPTH:6.3 IN WEIGHT:24.7 LBS o SIEMENS WHOA DETAIL A Stephen A. Bra �$ 8.7" PROFESSIONAL ENGINEER PLAN �7.91" -1 ,Q�E'N'A e TxIRx_ in Pbwer E N c �9 L Bottom VIOW m:Mv v\C � Ee lyo 689 Z a M !I _ I� STATE OF N I � :� y _ = L ?x PoE out Bluetooth FRONT SIDE LED 1��„ FRONT SIDE FL LICENSE:68902 6/1/17 Fib* SFP Front i*w PERSONIT IS.UNLESS THEY E ACTING THE LAW FOR UNDERYTHE U45 Pwwl DIRECTION OF A LICENSED PROFESSIONAL SCALE SCALE g NEMA TYPE-3R DISCONNECT SCALE 11 ENG NEER,TO ALTER THIS DOCUMENT NOKIA RADIO FWHR 1341 HP NCTgE 2 OT USED 5 iR460 FLUSH MOUNT N.T.S. N.T.S. rHEIGHT: R:PCTEL MANUFACTURER:NOKIA 7D MODEL: FMWA/472858A 10 HEIGHT:5.83 IN IN 0 WIDTH:5.91 IN 57 LBS ODEPTH:0.7910WEIGHT:2.2 LBS IVOKIA r ->9y N-bo • � 5974 GO \ JA90XS919C rL_ ATLANTIC BEACH,FL 32233 EXISTING 35'-0"WOOD POLE ;nIq vi OR1.7" 0 L CONNECTOR SHEET TITLE o IT MCX JACK EQUIPMENT DETAILS 0 ELEVATION PLAN -SHEET NUMBER NOKIA INTERFACE STATIC EQ-1 SCALE SCALE SCALE 12 [N-OKIA-RADIO MOUNT NCTgE 3 OT USED N. S. 6 PCTEL 3997D GPS ANTENNA N.T.S. 9 NOT USED N.T.S. 20A MAIN BREAKER 5A CIRCUIT BREAKER 5A CIRCUIT BREAKER 7A RADIO BREAKER 1" obilifle LINE IN (N) U RELA • O O O J POWER OVER ETHERNET 1#6 GND 000 HOT TO RADIO p (N) NEUTRAL NEUTRAL IN REMOT TO RADIRADO HEA GROUND HEA • II D BUSBAR 0 O ISOLATED NEUTRAL POWER W/ 2#6, 1#6 GND, CU, BUSBAR THHN/THWN-2 PROJECT NO: 9FLBG03569C OUT TO RADIO NOTE: DRAWN BY: RC 60A MCB, 22 KAIC (VERIFY), DISTRIBUTION o� PROVIDE SERVICE GROUNDING AND NEUTRAL/GROUND BOND NEUTRAL BOND REQUIRED PANEL (RATED NEMA 3R). INCLUDE 7A CB o BONDING PER NEC 250.24 IN FROM UTILITY SERVICE TO UTILITY SERVICE CHECKED BY: SJB FOR RRU AND (2) 5A CB FOR MW I W/ 120/240 3 WIRE 10 2#6, 1#6 GND, CU, THHN/THWN-2 I RAYCAP 8 06-01-17 REVISION AC DISTRIBUTION BOX A 05-22-17 FOR CLIENT REVIEW (N) KMB DESIGN GROUP, LLC NEMA I TYPE R Stephen A. Bra ISCONN C SWITC I BREAKER SCHEDULE PROFESSIONAL ENGINEER SCALE:NOT TO SCALE 2 V{E N q B POWER SERVICE W/ 3#2 CU, THHN/THWN-2 G3 L NOTES: = ')68902 I 1. NOMINAL POWER IS CALCULATED AS 80% OF OEM DOCUMENTED MAXIMUM POWER. 2. CALCULATIONS FOR UE W/ NOKIA DO NOT NEED TO INCLUDE THE POWER FOR THE UE ANTENNA AS IT IS INCLUDED IN THE MAX C.✓ POWER FIGURE. CALCULATIONS FOR UE W/ AIRSPAN MUST INCLUDE UE AS IT IS NOT INCLUDED p 2:- 3. KVA IS CALCULATED FROM THE CONSUMPTION VALUE ASSUMING A PF=1. MAXIMUM POWER WAS USED FOR KVA. WHERE MAXIMUM WAS NOTED BY THE OEM THE QUOTED FIGURE WAS USED. WHERE AVERAGE/NOMINAL POWER WAS NOTED BY THE OEM MAXIMUMo k, POWER WAS CALCULATED BY INCREASING AVERAGE/NOMINAL POWER BY A FACTOR OF 50% FSS/ONA� • FL LICENSE:68902 6/1/17 IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT I GRADE Nowa Scenario 5 B41 High Power Radio and AIVan UB Backhaul of 0' MaxPower Max 'k JG Descriptioni Unit Sub OL NSN-B41High LTE Base Station 360 4.00 ' 0.36 3153.6 � Airs anIR460 UE Relay N/A N/A N/A N/A (N) (2) 5/8" X 8'-0" COPPER CLAD Total 360 4.00 0.36 3153.6 (�O STEEL GROUND ROD PLACED 6'-0" APART 6'-0" JA90XS919C ATLANTIC BEACH,FL 32233 EXISTING 35'-0"WOOD POLE SHEET TITLE ELECTRICAL DETAILS ONE-LINE DIAGRAM LOAD CALCULATIONS SHEETNUMBER 1IF SCALE NOT TO SCALE SCALE:NOT TO SCALE 3 E-1 GENERAL CONSTRUCTION NOTES: 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. CODE, THE LATEST ADOPTED EDITION AND ALL OTHER APPLICABLE CODES AND ����'��� ORDINANCES. 15. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELF WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL (E) AND LATEST MOBILITIE CONSTRUCTION STANDARDS. THE SPECIFICA_ION IS THE CONDITIONS OF ELECTRICAL EQUIP., ETC., THAT ARE PART OF THE FINAL RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING THE CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE 16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT (E) SURFACES, OF THEIR BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY ARCHITECT/ENGINEER OR MOBILITIE CM PRIOR TO HE COMMENCEMENT OF WORK. EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATE REPAIR, TO NEW RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE CONDITION, ANY DAMAGE THAT OCCURS DURING CONSTRUCTION AT THE SOLE AND WORKING SYSTEM. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HEMSELVES COST OF THE CONTRACTOR. WITH ALL CONDITIONS AFFECTING THE (N) WORK AND SHALL MAKE PROVISIONS 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF AS TO HE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR 17. IN DRILLING HOLES, OR CORING, INTO CONCRETE WHETHER FOR FASTENING OR THE NEC, ALL CODES AND ORDINANCES OF THE LOCAL JURISDICTION, AND FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED, AS RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING ARE NOT BE LIMITED TO: SHOWN, PRIOR TO PROCEEDING NH CONSTRUCTION. ANY DISCREPANCIES STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGIN EER OR CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING MOBILITIE CM PRIOR TO THE COMMENCEMENT OF WORK. NO COMPE SATION WILL STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE LOCATED BY THE A) UL - UNDERWRITERS LABORATORIES BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. CONTRACTOR USING APPROPRIATE METHODS AND EQUIPMENT PRIOR TO ANY B) NEC - NATIONAL ELECTRICAL CODE DRILLING OR CORING OPERATIONS IN (E) CONCRETE. C) NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. 4. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR D=TAIL OF CONSTRUCTION. CONTRACTOR IS REQUIRED TO FURNISH AND INSTA-L ANY/ALL 18. CONTRACTOR SHALL REPAIR, TO NEW CONDITION, ALL (E) WALL SURFACES D) OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT ITEMS FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM SUBJECT ONLY TO DAMAGED DURING CONSTRUCTION SUCH THAT HEY MATCH AND BLEND IN WITH E) SBC - STANDARD BUILDING CODE PROJECT NO: 9FLB003569C OWNER-SUPPLIED ITEMS. CONTRACTOR SHALL PROVIDE ANY/ALL R=QUIREMENTS ADJACENT SURFACES. DRAWN BY: RC FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F) NEPA - NATIONAL FIRE PROTECTION AGENCY 19. CONTRACTOR SHALL SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR G) ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE CHECKED BY: SJB 5. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO 3E A MATERIALS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS AND H) IEEE - INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL SYSTEMS THAT MEET OR EXCEED THE RATING OF THE ASSEMBLY IN WHICH THE 1) ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NEW PENETRATION IS PLACED. NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. LA 06-01-17 REN90N OWNER PROVIDED AND CONTRACTOR INSTALLED MATERIALS WILL INCLUDE THE 05-22-17 FOR CLIENT RENEW FOLLOWING, UNLESS NOTED OTHERWISE: 20. CONTRACTOR SHALL KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE 4. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING EQUIPMENT, AND CONFIRM WITH MOBILITIE CM ANY SIZES AND LOCATIONS WHEN KMB DESIGN GROUP, LLC ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN NEEDED. r� A) TRANSMITTER CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY Stephen A. Bra NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS B) UHF ANTENNA AND MOUNTING BRACKETS, GPS ANTENNAS ANS KU 5. (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT ANTENNAS UNTIL COMPLETION OF CONSTRUCTION. WRITTEN PERMISSION OF THE OWNER. PROFESSIONAL ENGINEER C) UHF COAX AND HANGERS PNENjq B 21. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH D) INTEGRATED LOAD CENTER 6. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL �� R CABLE MANUFACTURERS RECOMMENDATIONS. \G E N� 4 REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF c TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC... No 689Q2 6. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 22. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO (E) SITE DURING CONSTRUCTION. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE MOBILITIE b v SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CM, PRIOR TO BEGINNING ANY WORK. CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR REGARDING THE CONTRACT DOCUMENTS, (E) CONDITIONS AND/OR DESIGN INTENT, EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ANY DISCREPANCIES AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ANY 7. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, OF �` STATE TO THE ATTENTION OF THE MOBILITIE CM, IN WRITING, PRIOR TO THE EROSION CONTROL MEASURES, RECORD-KEEPING, MONITORING, AND REPORTING UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN COMMENCEMENT OF WORK. TO THE OWNER AND REGULATORY AUTHORITIES. INSULATION, UNLESS OTHERWISE NOTED. FS`s/�N1�LGC?.;'' 7. DETAILS PROVIDED ARE FOR THE PURPOSE OF SHOWING DESIGN INTENT. 8. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH FLL.ICENSE:68902 6/1/17 23. ALL CONSTRUCTION WORK IS TO ADHERE TO APPLICANT'S INTEGRATED IT IS A VIOLATION OF THE LAW FOR ANY MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR SI E CONDITIONS, CONSTRUCTION STANDARDS UNLESS STATE OR LOCAL CODE IS MORE STRINGENT. THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR PERSON,UNLESS THEY ARE ACTING UNDER THE AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. OTHER CLASSIFIED AREAS. DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT of 8. CONTRACTOR SHALL PAY FOR APPLICABLE PERMITS, FEES, INSPECTIONS AND 24. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PERFORM THE CONSTRUCTION IN ACCORDANCE PER STATE BUILDING STANDARDS CODE AND 9. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE TESTING. CONTRACTOR IS TO OBTAIN PERMIS AND APPROVED SUBMITTALS PRIOR STATE CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS TO ORDERING MATERIALS AND THE COMMENCEMENT OF WORK. BY THE APPROVED PLANS AND SPECIFICATIONS WHEREIN THE FINISHED WORK FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR WILL NOT COMPLY PER STATE CODE OF REGULATIONS, A SCOPE OF WORK THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND 9 THE SPECIFIAMIONS,OVIDEND CATESDTHATO HETCONTTRACTORION USHALL FUMENTS RNISHAND INSTALL. APPROVED BY THE JURISDICTION BEFORE PROCEEDING WITH THE WORK. A "'t �`O IN CHANGE ORDER FOR THAT SCOPE SHALL BE SUBMITTED TO THE MOBILITIE CM 10. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS PRIOR TO PROCEEDING WITH THE WORK. REQUIRED BY SPECIFICATIONS, SET FORTH BY APPLICANT. 10. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN O WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS 25. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED BY THE 11. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. CONTRACTOR FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY C DAMAGE FOR THE DURATION OF WORK. FUNCTIONAL AND SHALL BE APPROVED BY THE MOBILITIE CM AND LOCAL 11. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING ACCEPTED 26. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM JURISDICTION. ANY DIFICIENCIES SHALL BE CORRECTED BY AN ELECTRICAL O DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF CONTRACTOR AT THE SOLE COST OF THE CONTRACTOR. ('• INDUSTRY-STANDARD SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY ACCEPTANCE. ANY CORRECTIVE WORK SHALL BE COMPLETED AT THE SOLE COST v RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OF THE CONTRACTOR. AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER 12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONTRACT, UNLESS OTHERWISE NOTED. INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. ELECTRICAL NOTES: JA90XS919C CH,FL 32233 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL EXISTING ATLANTIC BEACH, WOOD POLE ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE REQUIREMENTS. ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL SHEET TITLE NOTIFY MOBILITIE CM AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE GENERAL NOTES PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 13. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE MOBILITIE CM AND MOBILITIE CM HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. SCHEDULE THEIR ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. SHEET NUMBER GN-1 To be setup in a cordance with Standard Ir dex 605 Table Device Sp ocin Max.Distance petween Devices(ft.) Type i or Type 11 Speed Cones or Barricades or Vertical (mph) Tubular Markers panels or Drums 3 Taper I Tangent Taper Tangent f a 25 25 50 25 50 30 to 45 25 SO 30 5o # # # DISTANCE BETWEEN SIGNS Speed Spacing(ft.) a AT B C 40 mph or less 200 20 200 45 mph 350 3 350 z 4 za II V° i a ul C_ d t F— d O Mark Moysm Ir awaM6�tIFW agr4�tM7 AI^ew614Yar�s�f T��sEAlaf) 9 •WYlyYw 9W7rm19 9 6797 J.h.#J.YIJo. Foal . 37KMB A ATMA F rw.n.: sAafrn»A QESIGY GROUP e u IEE..nls r.ti.a paAM ' t w IA El 11111 SAVE An EI ', IpTPdA7