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88 OCEAN BLVD - RIGHT OF WAY DRAWINGS ID-CANDIDATE LETTER CASCADE ID-CANDIDATE LETTER: mobilitie SITE 9FLB003568D /JA90XS91 8D LATITUDE/LONGITUDE: 30.325936 /-81 .396383 CROSS STREET: OCEAN BLVD & 1ST ST CITY, STATE, ZIP: IF YOU DIG IN ANY STATE BEACH FL 32233 PROJECT NO: 9FLB003558D DIAL 811 FOR THE LOCAL ATLANTIC DRAWN BY:+ RC "ONE CALL CENTER" J CHECKED BY. SJB IT'S THE LAW THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONVENIENCE ONLY.THERE MAY BE OTHER UTILITIES NOT SHOWN E PLANS.THE ENGINEER/SURVEYOR ASSUMES NO NOTE: ON THES RESPONSIBILITY FOR THE LO-CATIONS SHOWN AND IT SHALL BE GENERAL CONTRACTOR IS REQUIRED TO CROSS CHECK COORDINATES. EXHIBIT PHOTO, AERIAL B 06-ot-t7 REVISION THE CONTRACTOR'S RESPONSIBILITY TO VERITY ALL THE UTILRIES PHOTO AND SITE PLAN TO ENSURE PROPER POLE LOCATION PRIOR TO BREAKING GROUND. A 05-22-t7 FOR CLIENT RENEW WITHIN THE LIMITS OF THE WORK.ALL DAMAGE MADE TO THE (E) CONCERNS OR QUESTIONS SHOULD BE IMMEDIATELY DIRECTED TO ASSIGNED MOBILITIE CM. UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. KMB DESIGN GROUP, LL GENERAL NOTES LOCATION MAPS PROJECT DESCRIPTION VICINITY MAP REGIONAL MAP END USER PROPOSES TO INSTALL EQUIPMENT ON AN tephenAA A. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A EXISTING WOOD POLE WITHIN AN EXISTING RIGHT-OF-WAY. TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE THE SCOPE WILL CONSIST OF THE FOLLOWING: QNEN A MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT a a B DISTURBANCE OF EFFECT ON DRAINAGE; NO SANITARY SEWER c - INSTALL PROPOSED BACKHAUL TRANSPORT EQUIPMENT ON �� GENSF R41 SERVICE, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND R AN EXISTING WOOD UTILITY POLE NO COMMERCIAL SIGNAGE IS (N). Ik _ / 0�2 xk I.;- Qz SITE INFORMATION s CODES STATE OF ox 0 P SITE ID: 9FLB003568D r« Vii'. 2014 FLORIDA BUILDING CODE, 5TH EDITION C) I I th St ." NATIONAL ELECTRICAL SAFETY CODE CASCADE ID: JA90XS918D """""" TIA/EIA-222-G-2 OR LATEST EDITION FL LICENSE:68902 6/1117 Li--6 } 4 shorE Atlantic Beach LATITUDE: 30.325936 LOCAL BUILDING/PLANNING CODE IT IS A VIOLATION OF THE LAW FOR ANY -81.396383 PERSON,UNLESS THEY ARE ACTING UNDER THE LONGITUDE: DIRECTION OF A LCENSED PROFESSIONAL �t ENGINEER,TO ALTER THIS DOCUMENT CROSS STREET: OCEAN BLVD & 1ST ST DRAWING INDEX ar CITY, STATE, ZIP: ATLANTIC BEACH, FL 32233 a SHEET N0: SHEET TITLE { I" v SITE T-1 TITLE SHEET COUNTY: DUVAL COUNTY SITE it,at r° ,T. St � v SP-1 EXHIBIT PHOTO & SITE PLAN 0 `� JURISDICTION: ATLANTIC BEACH CITY EV-1 ELEVATIONS 4 � G� PROPERTY OWNER: PUBLIC RIGHT-OF-WAY �- EV-2 ELEVATIONS L Atlantic Blvd PL-1 PLUMBING & RISER DIAGRAM APPLICANT: MOBILITIE, LLC cy EQ-1 EQUIPMENT DETAILS 3475 PIEDMONT ROAD NE, SUITE 1000 ATLANTA, GEORGIA 30305 r'r-' tI` EQ-2 EQUIPMENT DETAILS G, PHONE: (312) 638-5400 rn St r � E-1 ELECTRICAL DETAILS O G-1 GROUNDING DETAILS Poe's Tavern '°`°� � � Ocean 60 GN-1 GENERAL NOTES ENGINEER 0 GN-2 GENERAL NOTES KMB DESIGN GROUP, LLC W GN-3 GENERAL NOTES Lj FEXIS 90XS918D 1800 ROUTE 34, SUITE 209fi C1�3(' iCF`'Cj t� ATTACHED MAINTENANCE OF TRAFFIC PLAN WALL, NJ 07719 Allantic Bi,,-6 BEACH,FL 32233 FOR QUESTIONS EMAIL: DESIGNTEAM®KMBDG.COM 35'-0"WOOD POLE TEL 732 280-5623 FAX: 732 280-3980 www.KMBDG.com Flying Iguana Taqueria 8 DO NOT SCALE DRAWINGS &Tequila Bar N Neptune Beach N SHEET TITLE TITLE SHEET CONTRACTORS SHALL VERIFY ALL PLANS, (E) DIMENSIONS & FIEL s CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE SHEET NUMBER ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE -t Leman ar T-1 PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. PI MAP DATA ©2016 GOOGLE MAP DATA ©2016 GOGGLE �r�i�y .� mobilitie (N) OMNI-DIRECTIONAL ANTENNA TO BE INSTALLED T/ OF (N) ANTENNA = t 38'-4" CL OF (N) ANTENNA = f 37'-1" OILT/ OF (E) POLE = t 35'-0" B/ OF (N) ANTENNA = t 35'-10" T/ OF (E) POLE = t 35'-0" PROJECT NO: 9FLB003568D DRAWN BY: RC CHECKED BY: SJB (E) CLASS 3 OR CLASS (E) CLASS 3 OR CLASS 4 WOOD POLE 4 WOOD POLE Ll 06-01-17 REVISION(N) WEATHER HEAD FOR05-22-17 FOR CLIENT RENEW NEW OVERHEAD UTILITY KMB DESIGN GROUP, LLC (1) (N) 2" RIGID GALVANIZED STEEL CONDUIT FOR POWER Stephen A. Bra PROFESSIONAL ENGINEER .� \A UE (N) EQUIPMENT SHROUD CONTAINING 0-689 2 UE RELAY, GPS ANTENNA, AND RADIO B/ OF (N) EQUIPMENT SHROUD = t15'-0" TATE O� \46 IL I SS�N NA �N FL LICENSE:68902 6!1!17 s IT IS A MOLAT10N OF THE LAW FOR ANY (N) AC POWER DISTRIBUTION PANEL PERSON,UNLESS THEY ARE ACTING UNDER THE CL OF N AC DISTRIBUTION BOX = t11'-O" DIRECTION OF A LICENSED PROFESSIONAL ATTACHED WITH 1/2" STEEL BANDING ( ) ENGINEER,TO ALTER THIS DOCUMENT I (N) DISCONNECT ATTACHED WITH 1/2" STEEL BANDING I O� `o EXISTING SIDE VIEWNEW SIDE VIEW God GRADE NOTES: EXISTING DIRT GROUND GRADE EXISTING DIRT GROUND / / JA90XS918D \' 1. ALL HARDWARE SHALL BE STAINLESS STEEL. ATLANTIC BEACH,FL 32233 (E) POLE EMBEDMENT 2. ALL CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. \\ "4 I ./ (E) POLE EMBEDMENT EXISTING 35'-0"WOOD POLE I I. `I� SHEET TITLE NOTE: 3. LIGHTNING RODS SHALL BE INCLUDED AS REQUIRED. �•. / \ REFER TO STRUCTURAL ANALYSIS REPORT \ 4. STRUCTURAL BACKFILL TO BE COMPACTED IN 6" MAXIMUM LAYERS TO POLE ELEVATIONS 95% OF CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY, ADDITIONALLDSTRUCTURAL IINOFORMATIONFOR �/' e�/ STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT /'= a// (E) POLE ELEVATIONS SHEET NUMBER WEIGHT OF 100 POUNDS PER CUBIC FOOT (16kN/m3) EV-1 SCALE:1"=5' mobilitie (N) OMNI—DIRECTIONAL ANTENNA TO BE INSTALLED T/ OF (N) ANTENNA = t 38'-4" OF (N) ANTENNA = t 37'-1" B/ OF (N) ANTENNA = t 35'-10" T/ OF (E) POLE = t 35'-0" ojLT/ OF (E) POLE = t 35'—O" PROJECT NO: •• 9FLB003568D DRAWN BY: RC (E) CLASS 3 OR CLASS 4 WOOD POLE CHECKED BY: SJB --------------------------------- (E) CLASS 3 OR CLASS 4 WOOD POLE (N) WEATHER HEAD FOR B 06-01-171 REwSION NEW OVERHEAD UTILITY A 05-22-17 1 FOR WENT REVIEW KMB DESIGN GROUP, LLC (1) (N) 2" RIGID GALVANIZED Stephen A. Bra STEEL CONDUIT FOR POWER PROFESSIONAL ENGINEER NEN (N) EQUIPMENT SHROUD CONTAINING ; a2 UE RELAY, GPS ANTENNA, AND RADIO B/ OF (N) EQUIPMENT SHROUD = t15'-0" STATE OF ��c FL LICENSE 68902 6/1/17 IT IS A VIOLATION OF THE LAW FOR ANY (N) AC POWER DISTRIBUTION PANEL I PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ATTACHED WITH 1/2" STEEL BANDING OF (N) AC DISTRIBUTION BOX = t11'-0" ENGINEER,TO ALTER THIS DOCUMENT I (N) DISCONNECT ATTACHED WITH 1/2" STEEL BANDING I �0tO O,� �JG EXISTING BACK VIEW NEW BACK VIEW GO GRADE NOTES: GRADE JA90XS918D EXISTING DIRT GROUND �, / '1�11. / ATLANTIC BEACH,FL 32233 1. ALL HARDWARE SHALL BE STAINLESS STEEL. (E) POLE EMBEDMENT •j I _j I I EXISTING DIRT GROUND EXISTING 35'-0"WOOD POLE a I. 2. ALL CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. aj I. (E) POLE EMBEDMENT I SHEET TITLE 3. LIGHTNING RODS SHALL BE INCLUDED AS REQUIRED. '•.. 'v POLE ELEVATIONS REEFER TO STRUCTURAL ANALYSIS REPORT \ 4. STRUCTURAL BACKFILL TO BE COMPACTED IN 6" MAXIMUM LAYERS TO 95% OF CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY, j (E) POLE ELEVATIONS JA (SEPARATE DOCUMENT) FOR STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT /'- a/ SHEET NUMBER ADDITIONAL STRUCTURAL INFORMATION. \\� \ WEIGHT OF 100 POUNDS PER CUBIC FOOT (16kN/m3) \i i 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 mobil e 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: 9FL6003568D A) WOOD, CONCRETE AND EXISTING METALLIC POLES SCALE:NOT TO SCALE DRAWN BY: RC 1) FROM GRADE LINE TO 11'-0" ABOVE GRADE, ALL CHECKED BY: SJB CABLES/CONDUCTORS EXCEPT GROUNDING CONDUCTOR (N) WEATHER HEAD MUST RUN IN RIGID GALVANIZED ALUMINUM CONDUIT (RDS) (N) EQUIPMENT SHROUD 11) GROUNDING CONDUCTORS IN EXPOSED LOCATIONS B os-ol-17 REVISION CONTAINING UE RELAY, MUST BE INSTALLED IN PVC. a as-22-n FOR CUENT REVIEW GPS ANTENNA, AND RADIO Q III) IN EARTH INSTALL PVC CONDUIT FOR BACKHAUL ND ELECTRICAL SERVICE. TRANSITION TO RGS AT KMB DESIGN GROUP, LLC (1) (N) 2" RIGID GALVANIZED 3RADE LINE. STEEL CONDUIT FOR POWER IV ABOVE 11'-0" ALL CABLES (POWER, ETHERNET, Stephen A. Bra OAXIAL) MUST RUN IN PVC UTILITY POLE RISER. PROFESSIONAL ENGINEER 1) AT MAJOR EQUIPMENT, EXTEND UTILITY DUCT (N) DISCONNECT \A NA B rzCL IMMEDIATELY ADJACENT TO THE EQUIPMENT. INSTALL <<,e ' CABLES IN THE UTILITY POLE RISER CREATING (N) AC POWER DISTRIBUTION CD CABLE DRIP LOOPS NOT LESS THAN THE CABLE BENDING RADIUS. (N) (1) 2" CONDUIT FOR POWER, oE89Q2 4 I CLAMPED TO POLE I 2) INSIDE THE UTILITY POLE RISER, UTILIZE COAX BLOCKS WITH LAG SCREWS TO SUPPORT (N) GROUND COAX, RADIO AND MW POWER, RF COAX, AND p Q:-: d d ETHERNET CABLES TO WITHIN 12" OF THE (N) (1) (2") U-GUARD RISER FOR STATE OF EQUIPMENT BEING SERVED AND ON INTERVALS NOT (2) 1/2" RF CABLES TO ANTENNA O� / TO EXCEED 6'. �SS�ONA`1 V) FOR UNDERGROUND HFC/PUBLIC BACKHAUL, ROUTE , (N) AC DISTRIBUTION PANEL HERNET CABLE IN CONDUIT UP THE POLE AND (N) EQUIPMENT SHROUD 3� A FL LICENSE:68902 6/1/17 NTER THE UTILITY POLE RISER. SEAL EXPOSED END CONTAINING UE RELAY, GPS �4 IT IS A VIOLATION OF THE LAW FOR ANY F CONDUIT WITH A CABLE TERMINATION FITTING. ANTENNA, AND RADIO _ ____ _ PERSON,UNLESS THEY ARE ACTING UNDER THE (1 N 1/2" DIA. POWER n o -3 —1 DIRECTION OF A LICENSED PROFESSIONAL ) ( ) / �q I ENGINEER,TO ALTER THIS DOCUMENT CABLE TO BE RUN INSIDE RIGID VI BY APPROVAL IN SELECT CASES LIQUID-TIGHT p \ GALVANIZED STEEL CONDUIT I I LEXIBLE METALLIC CONDUIT (LFMC) MAY BE USED IN ABOVE GRADE UP TO 11 FT. ENGTHS NOT TO EXCEED 36" TO EXTEND THE d IELECTRICAL SERVICE CONDUIT TO THE AC I IDISTRIBUTION BOX. EXAMPLE: UTILITY-REQUIRED DISCONNECT ON POLE W/ AC DISTRIBUTION BOX ON ' I O� n OPPOSITE SIDE OF POLE. NOT REQUIRED FOR COAX. B) NEW METALLIC POLES �O 30" X 30" I ` (N) DISCONNECT 1) PROCURE NEW POLES WITH SUITABLE HAND HOLES I CLIMB SPACE L SUCH THAT HAND HOLES EXIST AT ALL EQUIPMENT LOCATIONS. . 1) WITH CLIENT APPROVAL IN SELECT CASES TO (N) OMNI DIRECTIONAL I ( �� ANTENNA FACILITATE IMPROVED APPEARANCE, ,A" COAXIAL I I ^ CABLES MAY BE "SUPERFLEX" IN LIEU OF LDF-4. EDGE OF PAVEMENT 0 EXISTING WOOD UTILITY II) WHERE POSSIBLE, INSTALL POLE BASE SUCH THAT THE �L JJ POLE ELECTRICAL FEED AND BACKHAUL (IF UNDERGROUND) GRADE CIRCUIF ENTER THE POLE THROUGH THE POLE BASE. IF A DISCONNECTING MEANS SEPARATE FROM THE AC JA90XS918D �•' DISTRI13UTION BOX IS REQUIRED BY JURISDICTION OR UTILITY, WITH APPROVAL IN SELECT CASES LIQUID-TIGHT ATLANTIC BEACH,FL 32233 FLEXIB E METALLIC CONDUIT (LFMC) MAY BE USED IN EXISTING 35'-0"WOOD POLE LENGTHS NOT TO EXCEED 36" TO EXTEND THE ELECTRICAL POLE EMBEDMENT \..1 SERVICE CONDUIT TO THE AC DISTRIBUTION BOX. SHEET TITLE �.. PLUMBING&RISER DIAGRAM PLUMBING DIAGRAM RISER ORIENTATION DIAGRAM SHEET NUMBER 1 3 PL-1 SCALE:NOT TO SCALE SCALE:NOT TO SCALE MANUFACTURER:AIRSPAN MANUFACTURER: MODEL:iR460 MANUFACTURER:RAYCAP 9 OO ALPHA WIRELESS (OR APPROVED EQUAL) MODEL:RSTAC-3112-P-120 MODEL:AW3477S HEIGHT:13 1N HEIGHT:9.25 1N O o HEIGHT:30.7 IN DIAMETER:71NO WIDTH:9.5 IN DIAMETER:4.7 IN 0 WEIGHT:8.8 LBS DEPTH:3.81 IN WEIGHT:7 LBS WEIGHT:14 LBS m0b11 i twe MOUNT WEIGHT:4.4 LBS 9 cJ" PLAN 4.7"0 5.50" Raycap CF-----F- iIT ALPHA �,"� WIRELESS Ifl e O M N 1M ON DETAIL A 1 .5 (TYP.) 04 L— N 10 3.1 :77T ELEVATION DETAIL B FRONT BOTTOM FRONT,, SIDE N M'j PROJECT NO: 9FLB003568D ALPHA AW3477-S OMNI (1341) N.T.S.E 1 UE RELAY iR460-SPB-ST-1-P-0 N.T.SCAIS• 4 NOT USED N.T.S. 7 RAYCAP RSTAC-3112-P-120 N.T.S. 1O DRAWN BY: RC CHECKED BY: SJB Top yew MANUFACTURER:SIEMENS MANUFACTURER:NOKIA Txm D., MODEL:FWHR B41 HP MODEL:G DISC NR (473548A/473603A/473604A) (OR APR DISCONNECT �— (OR APPROVED EQUAL) (OR APPROVED EQUAL) HEIGHT:8.71N p HEIGHT:16.45 IN B 06-01-17 REVSION WIDTH:12.8 IN 5.6" �j WIDTH:8.7 1N A 05-22-17 FOR CLIENT REVIEW DEPTH:5.95 IN DEPTH:6.31N WEIGHT:14 LBS WEIGHT:24.7 LBS ;'--t KMB DESIGN GROUP, LLC � I%K3MA DETAIL A PLAN SI EM ENS Stephen A. Bra Tx/Rx_ I. PLAN 8.7" PROFESSIONAL ENGINEER pp.��y.�.�. `R Pbw4rr �7.91"--j N A low mo- 5.1 .�\GEtNS��� ; o689 2 � STATE OF Pal! `� E uMsea Bluetooth ( —� SS/�NA EN (LAM RJ45 Peed FiberSFP Front View FRONT SIDE FRONT SIDE 8902 FL LICENSE:68902 6/1/17 IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE PR NOKIA RADIO FWHR B41 HP N.T.S. 2 NOT USED SCALE 5 iR460 FLUSH MOUNT SCALE SCALE DIRECTION 1 ENGINEER,TO ALTERSED THIS DOCUM NTL N.T.S. N.T.S. 8 NEMA TYPE-3R DISCONNECT N.T.S. 11 MANUFACTURER:NOKIA MANUFACTURER:PCTEL MODEL: FMWA/472868A MODEL: 3997D HEIGHT: 0. IN WIDTH:5..8191 IN HEIGHT: IN 53 DIAMETER:1.7 IN 0 DEPTH:0.791N IIVOIICIA WEIGHT: 0.057 LBS O WEIGHT:2.2 LBS O �PCTEL® '�� I " �OGG�� ->9' 1�0 :J C,O� JA90XS918D aNI ATLANTIC BEACH,FL 32233 to LO 1.7" 0 EXISTING 35'-0"WOOD POLE L CONNECTOR "n MCX JACK SHEET TITLE 0 1 EQUIPMENT DETAILS NOKIA INTERFACE STATIC ELEVATION PLAN SHEET NUMBER L NOKIA RADIO MOUNT S6ALN.T.S. 3 NOT USED N.T.S. 6 PCTEL 3997D GPS ANTENNA NCTSE 9 NOT USED SCALE 12 EQ-1 N.T.S. 20A MAIN BREAKER 5A CIRCUIT BREAKER 5A CIRCUIT BREAKER 7A RADIO BREAKER 111ob111tme LINE IN ( ) UE ELAY O ,7y O O O POWER OVER ETHERNET 1#6 GND--() O O O HOT TO RADIO p (N) NEUTRAL NEUTRAL IN [EMOTE TO RADIO • II ADIO GROUND iEAD O BUSBAR UO ISOLATED NEUTRAL POWER W/ 2#6, 1#6 GND, CU, BUSBAR THHN/THWN-2 PROJECT NO: 9FLB003568D OUT TO RADIO NOTE: DRAWN BY: RC 60A MCB, 22 KAIC (VERIFY), DISTRIBUTIONPROVIDE SERVICE GROUNDING AND NEUTRAL/GROUND BOND—/ NEUTRAL BOND REQUIRED PANEL (RATED NEMA 3R). INCLUDE 7A CB BONDING PER NEC 250.24 IN FROM UTILITY SERVICE TO UTILITY SERVICE CHECKED BY: SJB FOR RRU AND (2) 5A CB FOR MW j W/ 120/240 3 WIRE 10 j2#6, 1#6 GND, CU, THHN/THWN-2 RAYCAP B 06-m-n REASION jAC DISTRIBUTION BOX A 05-22-17 FOR CLIENT RENEW (N) KMB DESIGN GROUP, LLC EMA l DE 3R VITCH BREAKER SCHEDULE tephen A. Bra ITCH PROFESSIONAL ENGINEER POWER SERVICE W/ 3#2 CU, THHN/THWN-2 SCALE:NOT TO SCALE �FQ\AENA �C NSc NOTES: o 68902 1. NOMINAL POWER IS CALCULATED AS 80% OF OEM DOCUMENTED MAXIMUM POWER. d���V �� 2. CALCULATIONS FOR UE W/ NOKIA DO NOT NEED TO INCLUDE THE POWER FOR THE UE ANTENNA AS IT IS INCLUDED IN THE MAX POWER FIGURE. CALCULATIONS FOR UE W/ AIRSPAN MUST INCLUDE UE AS IT IS NOT INCLUDED p �` 3. KVA IS CALCULATED FROM THE CONSUMPTION VALUE ASSUMING A PF=1. MAXIMUM POWER WAS USED FOR KVA. WHERE MAXIMUM = STATE OF �44y; WAS NOTED BY THE OEM THE QUOTED FIGURE WAS USED. WHERE AVERAGE/NOMINAL POWER WAS NOTED BY THE OEM MAXIMUM 0� POWER WAS CALCULATED BY INCREASING AVERAGE/NOMINAL POWER BY A FACTOR OF 50% NAL � 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 GRADE Nokia Scenario 5 B41 H10 Power Radio and Ai an UE Backhaul O0 MaxPower Max L �G-` DescriptionUnit Sub ' O NSN-B41High LTE Base Station 360 4.00 0.36 3153.6 Airs anIR460 UERela 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" JA90XS918D ATLANTIC BEACH,FL 32233 EXISTING 35'-0"WOOD POLE SHEET TITLE ELECTRICAL DETAILS FO4E-LINE DIAGRAM LOAD CALCULATIONS SHEET NUMBER 1 SC LE: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 B ILDING 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 SPECIFICATIO 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 THE COMMENCEMENTOF 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 THEMSELVES 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 THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FDR 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 ACCOMP ISHED, AS RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING ARE NOT BE LIMITED TO: SHOWN, PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPA CIES ALUMINUM SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/EN GIN EEF OR CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING MOBILITIE CM PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENS TION WILL ALUMINUM ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE LOCATED BY A) UL - UNDERWRITERS LABORATORIES BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. THE CONTRACTOR USING APPROPRIATE METHODS AND EQUIPMENT PRIOR TO ANY B) NEC - NATIONAL ELECTRICAL CODE DRILLING OR CORING OPERATIONS IN (E) CONCRETE. 4. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF C) NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. CONSTRUCTION. CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL 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 0 LY TO PROJECT NO: 9FLB0035680 OWNER-SUPPLIED ITEMS. CONTRACTOR SHALL PROVIDE ANY/ALL REQ IREMENTS DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH E) SBC - STANDARD BUILDING CODE - FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. ADJACENT SURFACES. F) NFPA - NATIONAL FIRE PROTECTION AGENCY DRAWN BY: RC G) ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE CHECKED BY: SJB 19. CONTRACTOR SHALL SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR 5. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE 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 INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NEW PENETRATION IS PLACED. I) ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. a o6-01-t7 REVISION OWNER PROVIDED AND CONTRACTOR INSTALLED MATERIALS WILL INCLUDE THE 4. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL a o5-z2-17 FOR CLIENT RENEW FOLLOWING, UNLESS NOTED OTHERWISE: 20. CONTRACTOR SHALL KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE EQUIPMENT, AND CONFIRM WITH MOBILITIE CM ANY SIZES AND LOCATIONS WHEN OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING NEEDED. KMB DESIGN GROUP, LLC ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN A) TRANSMITTER CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY to hen A. Bra . NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS B) UHF ANTENNA AND MOUNTING BRACKETS, GPS ANTENNAS AND U UNTIL COMPLETION OF CONSTRUCTION5. (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT ANTENNAS WRITTEN PERMISSION OF THE OWNER. PROFESSIONAL C) UHF COAX AND HANGERS NENA D) INTEGRATED LOAD CENTER 21. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH 6. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY ALL A,, I-- B9 `"s CABLE MANUFACTURERS RECOMMENDATIONS. REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF �„ �C TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC... No 68902 6. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE N TED. 22. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO (E) SITE DURING CONSTRUCTION. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE MOBILITIE w✓'� � 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 000 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, TATE OF 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 oC ? COMMENCEMENT OF WORK. TO THE OWNER AND REGULATORY AUTHORITIES. INSULATION, UNLESS OTHERWISE NOTED. FSS P ONA� 7. DETAILS PROVIDED ARE FOR THE PURPOSE OF SHOWING DESIGN INTE T. 23. ALL CONSTRUCTION WORK IS TO ADHERE TO APPLICANT'S INTEGRATED 8. OUTLET BOXES SHALL BE PRESSED ALUMINUM IN DRY LOCATIONS, CAST ALLOY FL LICENSE:68902 6/1/17 MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR SITE ONDITIONS, CONSTRUCTION STANDARDS UNLESS STATE OR LOCAL CODE IS MORE STRINGENT. WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR IT IS A VIOLATION OF THE LAW FOR ANY AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WO K. PERSON,UNLESS THEY ARE ACTING UNDER THE OTHER CLASSIFIED AREAS. DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT 8. CONTRACTOR SHALL PAY FOR APPLICABLE PERMITS, FEES, INSPECTIO SAND 24. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PERFORM THE AND APPROVED SUBMITTALS PRIOR 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 PLE P TO ORDERING MATERIALS AND THE COMMENCEMENT OF WORK. STATE CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS 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 TERM 'PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND APPROVED BY THE JURISDICTION BEFORE PROCEEDING WITH THE WORK. A SPECIFIATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. CHANGE ORDER FOR THAT SCOPE SHALL BE SUBMITTED TO THE MOBILITIE CM 10. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS `O O PRIOR TO PROCEEDING WITH THE WORK. REQUIRED BY SPECIFICATIONS, SET FORTH BY APPLICANT. r 10. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN O31 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 co 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 INDUSTRY-STANDARD SKILLS AND ATTENTION. CONTRACTOR SHALL B SOLELY DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF CONTRACTOR AT THE SOLE COST OF THE CONTRACTOR. ('; RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES ACCEPTANCE. ANY CORRECTIVE WORK SHALL BE COMPLETED AT THE SOLE COST v AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THEW RK UNDER OF THE CONTRACTOR. 12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONTRACT, UNLESS OTHERWISE NOTED. INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. ELECTRICAL NOTES: JA90XS918D 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL ATLANTIC BEACH,FL 32233 ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE EXISTING W-01"WOOD POLE BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO Al L 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 13. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE MOBILITIE CM AND PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE MOBILITIE CM HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. SCHEDULE THEIR ACTIVITIES AND WORKING HOURS IN ACCORDANCE WI H THE REQUIREMENTS. SHEET NUMBER GN-1 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 957. 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 N TED. CONSTRUCTION SITE TO PREVENT SOLID WASTE CONTAMINATION FROM ENTERING GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM SEWER SYSTEM 9. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE CORRUGATIONS AND WAVES. mobilitme! 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 SHOULD 14. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS 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 10 H R B. SECONDARY: CONCRETE (REQUIRES MOBILITIE CM WRITTEN APPROVAL) USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 1 VERTICAL SHALL E PROPERLY BENCHED INTO THE (E) SLOPE A DIRECTED TO ALLOWABLE SOIL PRESSURE = 2500 PSF (ASSUMED). BY A GEOTECHNICALLENGINEER. 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 SUCd 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 OPERA IONS SHALLUNDISTURBED 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 16. DAMAGE TO (E) STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS ol 13. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACT R. MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. NEGLIGENCE SHALL BE REPAIRED AND/ OR REPLACED TO THE OWNERS PROJECT NO: 9FL6003588D 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: SJB 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 GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF NO ADDITIONAL COST TO THE CONTRACT. 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSU D PERMITS. THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED LIME STONE #57 B o6-01-17 REwsoN THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB A 05-22-171 FOR CUENT REVIEW CLEAN UP FOR AREAS IN VIOLATION. BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. KMB DESIGN GROUP, LLC 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF Stephen A. Bra EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR 5. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS. ALL VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL PROFESSIONAL ENGINEER EROSION AND SEDIMENTATION CONTROLS SHALL BE MAINTAINED IN DLACE SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM, SANDY CLAY, THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES 'ENA B OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN nj COMPACTED LAYERS. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMEN /SILT = ' CONTROL FENCING AND PROTECTIVE MEASURES AS REQUIRED BY THE LOCAL f o 68902 JURISDICTION WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TOC NSTRUCTION. 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 AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR ISDRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557 ? S � . ; RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. TATE OF 4 c ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS O� SUBJECT TO EROSION. 7. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRSSS�ONA�ENCa„ PRIOR TO BACK FILLING. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE FL LICENSE:68902 6/1117 IT IS A VATIONSITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES M INTAINED ON 8. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PERSON,UNLESS THEYOARE ACT GTHE LAWFOR UNDERYTHE THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT DIRECTION OF A LICENSED PROFESSIONAL PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB ENGINEER,TO ALTER THIS DOCUMENT CONTRACTORS EXPENSE. FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH 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 ANY REPAIRS SPECIFIED ELEVATIONS WHERE REQUIRED. OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOV L 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 TILEGEOFABRIC SH OR AN APPROVED EQUIVALENT, SHOWN E PLANS. THE Ilk AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF OF VEGETA FABRIC SHALL BE 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 C1 8. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BEACCOMPLISHED COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FOOT TYPE NO. 57 FOR / FENCED COMPOUND; FDOT TYPE NO. 67 FOR ACCESS DRIVE AREA, UNLESS O AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES OTHERWISE NOTED. AFFECTING LAND DISTURBANCE. G 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CO TROL 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 UP SLOPED JA90XS918D SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATS LEAVING ATLANTIC BEACH,FL 32233 THE CONSTRUCTION AREA. THIS MAY INCLUDE, BUT IS NOT LIMITED TO SUCH MATERIAL WILL BIND WITH (E)/PREPARED SOIL SURFACE. MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK 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 UANTITY OF AND RECOMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGR TED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS UBSTANCES. SHEET NUMBER GN-3 NOTE: EXHIBIT PHOTO IS FOR •r�,, 1 , REFERENCE USE ONLY POINT OF CONTACT FOR POWER TO BE AND SHOULD NOT BE 'a 1 a DETERMINED PENDING UTILITY COORDINATION USED FOR EXISTING CURB (TYP) CONSTRUCTION } PURPOSES. mobil-tie APPROXIMATE R.O.W. LINE ESTABLISHED FROM TAX MAPS \ AND THE METHOD OF BEST FIT 0 80'-0"t R.O.W x 22'-4"} 47'-O"} EXISTING WOOD 1p-8"t E.O.P. I UTILITY POLE 0I PARKING-� AREA PROPOSED RESTORATION AREA (TYP) I I EXISTING WOOD UTILITY POLE I 0 I TO BE UTILIZED FOR 0 MOUNTING 1 0 PROPOSED ANTENNA, RRU AND I EQUIPMENT. 0 EXISTING OVERHEAD LINE (TYP) PROJECT NO: 9FLB003568D 1 DRAWN BY: PARKING RC 0 g'-8"t AREA CHECKED BY: SJR GRASS 0 1 AREA 4'-0"t / ' \ EXISTING LIGHT POLE (NP) 1 x Ell-12-I'l aCUENT 0 FEW 1 KMB DESIGN GROUP, LLC 1 EXHIBIT PHOTO 1 1 EXISTPOLE00 UTILITY ILI; ' 0 IStephen A. Bra I I PROFESSIONAL ENGINEER SCALE:NOT TO SCALE 1 0 0 o 0 EXISTING BUILDING (TYP) 1 I I 0 6f:902 �z = -71 0< 1 �o 0 STAT[ OF Gzi am' o I 1 SS/ONA�EN�` / ➢0 I 1 68 1 I FL LICENSE.68902 6/1/17 0 / 1 > IT IS A VIOLATION OF THE LAW FOR ANY GRASS EXISTING TRAFFIC SIGN (TYP) O PERSON,UNLESS THEY ARE ACTING UNDER THE AREA �O>'OD DIRECTION OF A LICENSED PROFESSIONAL PARKING ENGINEER,TO ALTER THIS DOCUMENT EXISTING FIRE HYDRANT (TYP) 0 1 AREA SITE LOCATION 1 o I I 0I 0 � I � JG� I O • 1 00 JA90XS918D NOTE: ATLANTIC BEACH,FL 32233 1. ALL DAMAGED AREAS SHALL BE RESTORED TO EQUAL OR BETTER CONDITION. EXISTING 35'-0"WOOD POLE 2. THIS SITE PLAN WAS GENERATED WITHOUT THE USE OF A SURVEY. PROPERTY N LINES, RIGHT-OF-WAYS, POWER & TELCO UTILITY POINT CONNECTIONS/ROUTES SHEET TITLE AND EASEMENTS SHOWN ON THESE PLANS ARE ESTIMATED. ALL ITEMS AND DIMENSIONS SHOULD BE VERIFIED IN THE FIELD. [EXHIBIT PHOTO&SITE PLAN 3. GENERAL CONTRACTORS ARE REQUIRED TO CROSS CHECK COORDINATES, AERIAL SITE LOCATION AERIAL PHOTO AND SITE PLAN TO ENSURE PROPER POLE LOCATION PRIOR TOBREAKING ENLARGED SITE PLAN SHEET NUMBER 2 DIRECTED TOO ND. CONCERNS NS ORITQE CSMTIONS SHOULD BE IMMEDIATELY SCALE:NOT TO SCALE SCALE:I"=30'-O" (1"=15'-0"ON 24••x36"SHEET) 3 SP-1 (N) 3/8' THROUGH EXISTING WOOD BOLT, NOT TO UTILITY POLE PROTRUDE MOREEXISTING WOOD mob,l'tme THAN 2" UTILITY POLE (N) 2500 MHz OMNI-DIRECTIONAL ANTENNA 1 (N) POLE U? MOUNTED N 1 EQUIPMENT 1 (N) EQUIPMENT 1 (N) 1/2"b A36 1 MOUNTING BRACKET 1 3/8" THROUGHBOLT, NOT TO 1 PROTRUDE MORE 1 I THAN 2" (TYP.) NOTE: (N) POLE ° o -----` 1. MOUNTING BRACKET ACCOMMODATES POLE MOUNTED SIZES FROM 3" TO 10" DIAMETER. EQUIPMENT 2. KMB DESIGN GROUP HAS NOT PERFORMED 10 (N) EQUIPMENT (N) ANTENNA MOUNTING A STRUCTURAL EVALUATION FOR THE MOUNTING BRACKET. REFER TO THE BRACKET ° o MOUNTING BRACKET I MANUFACTURER FOR ADDITIONAL INFORMATION. L PROJECT NO: 9FLB003568D (N) THROUGH BOLT, NOT TO DRAWN BY: RC PROTRUDE MORE THAN 2" (TYP.) CHECKED BY: SJB TOP VIEW SIDE VIEW 8 06-01-17 REVISION -- A 05-22-17 FOR CLIENT REVIEW RMB DESIGN GROUP, LLC EEQUIPMENT OUNTING DETAIL 1 ANTENNA MOUNTING DETAIL PROFESSIONAL Stephen A INEER Bra T TO SCALE SCALE:NOT TO SCALE 3 "Q NEN A B 5" 5" F�ati9oc (N) 1/2" COAX FROM RADIO Mobilitie LLC c A OF TO ANTENNA (TYP.) ��+< EXISTING WOODG ° =�T UTILITY POLE In case of Emergency Contact-7 FS E-mail: MNOC@mobilitie.com (N) TOWER STANDOFF Radio frequency fields beyond this FL LICENSE:68902 6/1i17 (VALMONT STK SERIES OR point may exceed the FCC general Phone: (877)244-7889 IT IS A VIOLATION OF THE LAW FOR ANY EQUIVALENT) public exposure limit. PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Obey ad posted signs and site guidelines fw Please Reference Site ID ENGINEER,TO ALTER THIS DOCUMENT working in radio frequency environments. SITE ID: 9FLB003568D Site ID 9FLB003568D Contact 877-244-7889 rnobilitie FCC ID (N) 1/2" SNAP-IN (VALMONT 12SH-3 OR (N) STAINLESS STEEL BANDING (TYP.) MANUFACTURED BY BAND-IT #C204B9, � ��O EQUIVALENT) 1/2" WITH C45499 BUCKLES, OR O` APPROVED EQUAL OL ANTENNA SIGNAGE: �� ON WOOD POLES - SIGN ON ALUMINUM WITH SS SCREW G0 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 S" LABELING TAPE OF AT LEAST 18mm WIDTH WITH JA90XS918D EXTRA-STRENGTH ADHESIVE. USE ANY COMPATIBLE L 32233 CABLE MANUFACTURER' P-TOUCH LABEL MAKER. TEXT SHOULD BE ATLANTIC BEACH,F 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 NUMBER SCALE:NOT TO SCALE 2 SCALE:NOT TO SCALE 4 EQ-2 LEGEND (N) OMNI—DIRECTIONAL ■ CADWELD CONNECTION NOTE: ANTENNA o MECHANICAL CONNECTION CONTRACTOR TO SURROUND COMPLETED mobilltie 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 I UE RELAY ANTENNA (N) EQUIPMENT SHROUD I PROJECT NO: 9FLB003568D #6 SOLID TIN COATED MAIN I DRAWN BY: RC GROUND CONDUCTOR CHECKED BY: SJB REMOTE RADIO �( HEAD B 06-01-17 REVISION TA 05-22-17 FOR CLIENT REVIEW KMB DESIGN GROUP, LLC Stephen A. Bra C-TAP DETAIL #6 SOLID TIN COATED MAIN 1 PROFESSIONAL ENGINEER GROUND CONDUCTOR SCALE:NOT TO SCALE ! Q NE N`A B AC DIST PANEL Q ; oT4TE OF S/NAGE,.,... FL LICENSE:68902 6/1/17 TYPE HS TYPE 2�YA- TYPE y� TYPE YA_2 DISCONNECT PERISON,UNLESS THEY T IS A MOLATION OF ACTT GFUUNDEROR YTHE 1ti.�L1Y� J�LWOO SWITCH ' ON OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT �� � ��e � I NOTES: Q 1. ALL RGS TO BE GROUNDED AT BOTH ENDS USING GROUNDING BUSHINGS 2. GROUND WIRE TO BE RUN IN 1/2" SCHEDULE 40 PVC. O PE I Tm MILE NOTE., I GRADE �. / DRIVE GROUND ROD TO A MINIMUM DEPTH G ERICO EXOTHERMIC 'MOLD TYPES" SHOWN HERE ARE EXAMPLES OF 30" OR 6" BELOW FROST—LINE CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE :ij USED FOR THIS PROJECT. j�I I.% JA90XS918D I. ATLANTIC BEACH,FL 32233 \ 8'-0" EXISTING 35'-0"WOOD POLE CLAD A$LUMINUMG OOUNPD ROD \•- /\ SHEET TITLE c / 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 ALUMINUM, INCLUDING LOCK 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 WASHERS. COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND, AS EQUIPMENT AND BACK HAUL EQUIPMENT WILL BE REQUIRED TO HAVE BEEN WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR SPECIFIED, BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS ALUMINUM 3/8 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 INCH DIAMETER OR SIZED TO MATCH COMPONETS OR LOG SIZE. RADIO EQUIPMENT AND BACK HAUL EQUIPMENT. ®�'',��� BEEN DAMAGED THEREIN. 14. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIR S, 2. FOR GROUND BOND TO ALUMINUM ONLY: INSERT A CADMIUM FLAT WASHER 5. ALL TEST RESULTS SHALL BE TIME STAMPED, RECORDED AND PRESENTED PRIOR BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. BETWEEN LUG AND ALUMINUM, COAT ALL SURFACES WITH AN ANTI-OXIDANT TO ENERGIZING AND TURN UP OF ANY EQUIPMENT. COMPOUND BEFORE MATING. 15. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND 6. GPS EQUIPMENT (WHEN REQUIRED) IS NOT TO BE TESTED OR ATTACHED TO ANY 3. ALL ALUMINUM CONDUIT SHALL BE BONDED AT BOTH ENDS WITH GROUNDING CABLING DURING TESTING, DOING SO WILL DAMAGE THE GPS UNIT. INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKIFILLING BUSHING. AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATION, AND BACKFILLING. 7. PRIOR TO TESTING IF THE CONTRACTOR HAS ANY QUESTIONS ABOUT THE 4. ALL ELECTRICAL AND GROUNDING AT THE POLE SITE SHALL COMPLY WITH THE TESTING PROCEDURES THEY ARE TO CALL AND OBTAIN ASSISTANCE FROM A NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION QUALIFIED DESIGNATED TESTING REPRESENTATIVE. 16. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THERE F, (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND 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'S 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 FO 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, I.RC 18. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IST E UNLESS OTHERWISE NOTED. PROJECT No: 9FL600 ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE DRAWN BY:COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE MOBILITIE C 7. ALL GROUND CONNECTIONS SHALL BE #6 AWG, UNLESS OTHERWISE NOTED. ALL 2. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS CHECKED BY: UPON FINAL ACCEPTANCE. WIRES SHALL BE COPPER WITH THHN, UNLESS OTHERWISE NOTED. ALL GROUND SHALL BE ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY WIRE SHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE. GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF 19. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY PROJECT. TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE 8. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING B O6-m-17 REVISION RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 3. ALL (E) UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON A o5-z2-17 LFICLIENT REVIEW 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 ARCHITECT/ENGINEER. DETERMINING EXACT LOCATION OF ALL (E) UTILITIES AND FACILITIES PRIOR TO lj 21. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY PROFESSIONAL ENGINEER ANTI-OXIDE COMPOUND KNOWN AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND COAINCLUDINGTALL WIRE ROUNASHABE SURFACES OR CONNECTING. G. EXPOSED STI OPPER SURFACES, 10. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS METHODS OF REMOVING OR ADJUSTING (E) UTILITIES. QNEN A BR;, POSSIBLE, WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES. E Ng` 4� 4. CONTRACTOR SHALL VERIFY ALL (E) UTILITIES BOTH HORIZONTALLY AND No 68902 22. RACEWAYS: CONDUIT SHALL BE SCHEDULE 80 PVC MEETING OR EXCEEDING N MA VERTICALLY PRIOR TO START CONSTRUCTION. ANY DISCREPANCIES OR TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND 11. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE: DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TET 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. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED APPROVED BY APPLICANT PROJECT MANAGER. DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. STATE OF ALUMINUM. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED 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 5/0NfaL...... ,.' FITTINGS. HOURS PRIOR TO START OF CONSTRUCTION. 23. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 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 DIRECTION OF A LICENSED PROFESSIONAL 24. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYFE VISIBLE AT THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES) DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR ENGINEER,TO ALTER THIS DOCUMENT 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) SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED STRUCTURES SHALL BE BORNE SOLELY BY THE CONTRACTOR. CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 13. ALL CONNECTION HARDWARE SHALL BE TYPE 3-16 STAINLESS ALUMINUM (NOT ATTRACTED TO MAGNETS). 6. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN 25. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE SLOPE AND IS TO FEATHER INTO (E) GRADES AT THE GRADING LIMITS. t �`O� TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. US 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, GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS. UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE 26. SERVICE: AS SPECIFIED ON THE DRAWINGS. OWNER OR OWNER'S AGENT WILL WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) O APPLY FOR POWER. ALL PROVISIONS FOR TEMPORARY POWER WILL BE OBTAINED REQUIREMENTS. BY THE CONTRACTOR. TESTING AND EQUIPMENT TURN UP REQUIREMENTS: O#1 27. TELEPHONE OR FIBER SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUIT 1. RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT TESTING G 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 TO TESTING. 28. ELECTRICAL AND TELCO/FIBER RACEWAYS TO BE BURIED A MINIMUM DEPTH 0 30", UNLESS OTHERWISE NOTED. JA90XS918D ATLANTIC BEACH,FL 32233 29. CONTRACTOR SHALL PLACE 6" WIDE DETECTABLE WARNING TAPE AT A DEPTH OF 2. CONTRACTOR WILL USE THE APPROPRIATE CALIBRATED TESTING EQUIPMENT IN EXISTING 35'-0"WOOD POLE 6" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE THE TESTING OF RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT THAT MEET INDUSTRY STANDARDS OF THE MANUFACTURER OR THOSE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED STANDARDS PROVIDED TO THE CONTRACTOR PRIOR TO TESTING. SHEET TITLE TELECOM". GENERAL NOTES 30. ALL BOLTS SHALL BE 3-16 STAINLESS ALUMINUM 3. CONTRACTOR TO VERIFY AND RECORD ALL TEST RESULTS AND PROVIDE THESE RESULTS WITHIN THE FINAL CLOSE OUT PACKAGE. SHEET NUMBER GN-2 To be setup in accordance with Standard Index 605 & 660 Table I Device Spacing Max.Distance Between Devices(ft.) Speed Cones or Type I or Type 11 ( Barricades or Vertical (Mph) Tubular Markers S Panels or Drums Taper I Tangent Taper Tangent 15 25 50 25 50 of ( 3 30 to 45 25 50 30 50 _ 6 t DISTANCE BETWEEN SIGNS ttit Speed Spacing(ft.) A B C 40 mph or less 200 200 100 45 mph 350 350 350 I z` 0 A • • • • c to a F- 0 O Nr tom•�PMW NNMwR r Aprwr Wrrrr rTrMae1..T1 64♦•�Fr�r) eW EyY•s owr"I66 67" Mr6i11ra1R J•hn(J.0 Jad- Pr.~ 37 ATM . " .B b ,r�vpvJ�' N � F n.w: swarnm DESIGN GROG/ i u t6w.w rn.re tw.ta x 1 na•.rmr.6,rt o •wrwaaew IFEI I/117 illE lliEl WANT