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124 SYLVAN DR-RIGHT OF WAY REVISIONIF YOU DIG IN ANY STATE DIAL 811 FOR THE LOCAL "ONE CALL CENTER" - IT'S THE LAW THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONTEUENCE ONLY. THERE MOT/ER UTILITIES HOT SHORN ON THESE PLANSMAY BE . THE ENGINEER/SURVEYOR ASSUMES NO RESPONSIMITY FOR THE LO-CATIOMS. SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSMIUTY TO VEAWY ALL THE UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO THE (E) UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I GENERAL NOTES SITE ID -C D9FLB00356 [CLETTER�J A90XS9 9CCADE ID -CANDIDATE LETTER: WTITUDE/LONGITUDE: 25532 -81.402211 nnnaEss: OFFICE COPY 110 SYLVAN DR �.p�;�,^m^� ATLANTIC BEAC"H, FL 32233 THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OF EFFECT ON DRAINAGE: NO SANITARY SEWER SERVICE. POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS (N). SITE INFORMATION SITE ID: 9FLB003569C CASCADE ID: JA90XS919C LATITUDE: 30.325532 LONGITUDE: -81.402211 CROSS STREET: 110 SYLVAN DR CITY, STATE, ZIP: ATLANTIC BEACH, FL 32233 COUNTY: DUVAL COUNTY JURISDICTION: ATLANTIC BEACH CITY PROPERTY OWNER: PUBLIC RIGHT-OF-WAY APPLICANT: MOBILITIE, LLC 3475 PIEDMONT ROAD NE, SUITE 1000 ATLANTA, GEORGIA 30305 PHONE: (312) 638-5400 ENGINEER KMB DESIGN GROUP, LLC 1800 ROUTE 34, SUITE 209 WALL, NJ 07719 FOR QUESTIONS EMAIL: DESIGNTEAMOKMBDG.COM TEL: 732 280-5623 FAX: 732 280-3980 www.KMBDG.com DO NOT SCALE DRAWINGS CONTRACTORS SHALL VERIFY ALL PLANS, (E) DIMENSIONS & FIELD CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. NOTE: GENERAL CONTRACTOR IS REQUIRED TO CROSS CHECK COORDINATES. EXHIBIT PHOTO, AERIAL PHOTO AND SITE PLAN TO ENSURE PROPER POLE LOCATION PRIOR -TO BREAKING GROUND. CONCERNS OR QUESTIONS SHOULD BE IMMEDIATELY DIRECTED TO ASSIGNED MOB41TIE CM. LOCATION MAPS II VICINITY MAP REGIONAL MAP t,jj R WING IND X SHEET NO: SHEET TITLE T-1 B SP -1 EXHIBIT PHOTO & SITE PLAN EV -1 ELEVATIONS EV -2 ELEVATIONS PL -1 PLUMBING & RISER DIAGRAM EQ -1 EQUIPMENT DETAILS IN EQUIPMENT DETAILS E -i ELECTRICAL DETAILS G-1 GROUNDING DETAILS S-1 POLE EMBEDMENT DETAILS GN -1 GENERAL NOTES Atlantic Beach GENERAL NOTES 1 GENERAL NOTES a. MAINTENANCE OF TRAFFIC PLAN Elementary School apt§ 'Sal EfiSh lAtic Bea f qw 'laza LF e �, 6 SITE, 0T1 `- e S 0462 Davit turdiv,zln St 3 a ce dCT lcr:a Blvd u Neptune Be, Seagate Ave 6 L�9 MAP DATA © 2016 GOOGLE I- PROJECT DESCRIPTION END USER PROPOSES TO REPLACE EXISTING WOOD POLE AND INSTALL EQUIPMENT ON A NEW WOOD POLE WITHIN AN EXISTING RIGHT-OF-WAY. THE SCOPE WILL CONSIST OF THE FOLLOWING: - REMOVE EXISTING WOOD UTILITY POLE - INSTALL A NEW WOOD UTILITY POLE NTH PROPOSED BACKHAUL TRANSPORT EQUIPMENT CODES 2014 FLORIDA BUILDING CODE, 5TH EDITION NATIONAL ELECTRICAL SAFETY CODE TIA/EIA-222-G-2 OR LATEST EDITION LOCAL BUILDING/PLANNING CODE WIND SPEED: 129 MPH RISK CATEGORY: II EXPOSURE CATEGORY: C IMPORTANCE FACTOR: 1.15 I III L'61 7n rl PROJECT NO: SFLB003569C DRAWN BY: RC CHECKED BY: SJB C 10 -OZ -17 REN90N 06 -0W6 -O—.-1!1;7 REM" A. 05-Y1-17 FOR CMI REVEM KMB DESIGN GROUP, LLC St q 1 A ,,/ ray PEi(SFESEIO�i,� ��I.IItF.L�i�/® ��ASE 0I k ��a vG X902 •. � • \�a ° •.a FL LICE �-��B � S' ®` ` "'.00,017 IT 6 A MQ71 o klk OR ANY PERSON. UNLESS TINEY ACME UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE TITLE SHEET SHEETNUMBER T-1 R WING IND X SHEET NO: SHEET TITLE T-1 TITLE SHEET SP -1 EXHIBIT PHOTO & SITE PLAN EV -1 ELEVATIONS EV -2 ELEVATIONS PL -1 PLUMBING & RISER DIAGRAM EQ -1 EQUIPMENT DETAILS EO -2 EQUIPMENT DETAILS E -i ELECTRICAL DETAILS G-1 GROUNDING DETAILS S-1 POLE EMBEDMENT DETAILS GN -1 GENERAL NOTES GN -2 GENERAL NOTES GN -3 GENERAL NOTES ATTACHED MAINTENANCE OF TRAFFIC PLAN I III L'61 7n rl PROJECT NO: SFLB003569C DRAWN BY: RC CHECKED BY: SJB C 10 -OZ -17 REN90N 06 -0W6 -O—.-1!1;7 REM" A. 05-Y1-17 FOR CMI REVEM KMB DESIGN GROUP, LLC St q 1 A ,,/ ray PEi(SFESEIO�i,� ��I.IItF.L�i�/® ��ASE 0I k ��a vG X902 •. � • \�a ° •.a FL LICE �-��B � S' ®` ` "'.00,017 IT 6 A MQ71 o klk OR ANY PERSON. UNLESS TINEY ACME UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE TITLE SHEET SHEETNUMBER T-1 E NOTE: EXHIBIT PHOTO IS FOR REFERENCE USE ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. REPLACEMENT WOOD UTILITY POLE EXHIBIT PHOTO SCALE: NOT TO SCALE SITE LOCATION AERIAL SITE LOCATION ---;T SCALE: NOT TO SCALE L (N) OMNI -DIRECTIONAL ANTENNA TO BE INSTALLED T/ OF (N) ANTENNA - i 43'-4" (, OF (N) ANTENNA - f 42'-1" B/ OF (N) ANTENNA - f 40'-10" T/ OF (R) POLE - (E) GUY LINE 06 T/ OF (E) POLE t 35'-0" (E) UTILITY LINES (N) WEATHER HEAD FOR NEW OVERHEAD UTILITY O 0 NOTE. TOP OF WEATHER HEAD TO BE LOCATED 6" BELOW ELECTRIC CONDUCTOR I (R) CLASS 1 WOOD I (E) CLASS 3 OR CLASS POLE 4 WOOD POLE I (1) (N) 2" RIGID GALVANIZED o STEEL CONDUIT FOR POWER I EXISTING SIDE VIEW EXISTING DIRT GROUND (E) POLE EMBEDMENT RT ER TO STRUCTURAL ANALYSIS REPORT JA90XS919C (SEPARATE DOCUMENT) FOR ADDITIONAL STRUCTURAL INFORMATION. (N) EQUIPMENT SHROUD CONTAINING II UE RELAY, GPS ANTENNA, AND RADIO Z O. aw- I B/ OF (N) EQUIPMENT SHROUD = ±12' -O - (N) 12'-0"(N) AC POWER DISTRIBUTION PANEL ATTACHED WITH 1/2" STEEL BANDING (N) DISCONNECT ATTACHED OF (N) AC DISTRIBUTION BOX = t 10'-0" WITH 1/2" STEEL BANDING b B/ OF (N) DISCONNECT = t6'-0" NOTE: L FIL *SEE PAGE S-1 FOR MINIMUM EMBEDMENT DEPTH "D" NOTES NEW SIDE VIEW GRADE NOTES: EXISTING DIRT GROUND GRADE 1. ALL HARDWARE SHALL BE STAINLESS STEEL. N, I./ (R) POLE EMBEDMENT 2. ALL CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. 3. LIGHTNING RODS SHALL BE INCLUDED AS REQUIRED. �• 4, STRUCTURAL BACKFILL TO BE COMPACTED IN 6" MAXIMUM LAYERS T 95X OF CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY, \ \ STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT N.r/ POLE ELEVATIONS WEIGHT OF 100 POUNDS PER CUBIC FOOT (16kN/m3) SCALE: 1" = 5' PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB KMB DESIGN GROUP, LLC Stephen A. Bra) PROFESS QNAi L`N01alJEER. P. J e vy '�'Q•°•° L ®� •° °!�� FL LIIs itOR QJ? ° V ITT I 15 A � � PERSON.THE DIRECTION OF Ai ENGINEER. TO ALTER THIS DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE POLE ELEVATIONS SHEET NUMBER 1 EV -1 REA Lol OS -22-17 FORCU9 KMB DESIGN GROUP, LLC Stephen A. Bra) PROFESS QNAi L`N01alJEER. P. J e vy '�'Q•°•° L ®� •° °!�� FL LIIs itOR QJ? ° V ITT I 15 A � � PERSON.THE DIRECTION OF Ai ENGINEER. TO ALTER THIS DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE POLE ELEVATIONS SHEET NUMBER 1 EV -1 T/ OF (E) POLE . t C7 (E) CLASS 3 OR CLASS 4 WOOD POLE EXISTING BACK VIEW EXISTING DIRT GROUND -- 711 (E) POLE EMBEDMENT e I 1 ANTENNA TO IBE DIRECTIONAL GUY LINE (E) UTILITY LINES (N) WEATHER HEAD FOR NEW OVERHEAD UTILITY NOTE: - - TOP OF WEATHER HEAD TO BE LOCATED 6" BELOW ELECTRIC CONDUCTOR POLE 2" RIGI GALVANIZED STEEL) CONDUIT FOR POWER (N) EQUIPMENT SHROUD CONTAINING UE RELAY, GPS ANTENNA, AND RADIO T/ OF (N) ANTENNA = t 43'-4" rt OF (N) ANTENNA a t 42'-1" I OF (N) ANTENNA s i 40'-10" T/ OF (R) POLE t 40'-0" (N) AC POWER DISTRIBUTION PANEL N I A ATTACHED WITH 1/2" STEEL BANDING d B/ OF (N) EQUIPMENT SHROUD - f 12'-0" z 4 N OF (N) AC DISTRIBUTION BOX - (N) DISCONNECT ATTACHED 10 WITH 1/2" STEEL BANDING GL t/ B/ OF (N) DISCONNECT t6'-0" 0 I rI.QT.* *SEE PAGE S-1 FOR MINIMUM EMBEDMENT DEPTH "p" NOTES ? " NEW BACK VIEW NOTES: I./ N T . \; REFER GRADE ;TOS=TRUCTURAL JA90XSADDITIO t, I \� `'Lj 3. LIGHTNING RODS SHALL BE INCLUDED AS REQUIRED. ANTENNA TO IBE DIRECTIONAL GUY LINE (E) UTILITY LINES (N) WEATHER HEAD FOR NEW OVERHEAD UTILITY NOTE: - - TOP OF WEATHER HEAD TO BE LOCATED 6" BELOW ELECTRIC CONDUCTOR POLE 2" RIGI GALVANIZED STEEL) CONDUIT FOR POWER (N) EQUIPMENT SHROUD CONTAINING UE RELAY, GPS ANTENNA, AND RADIO T/ OF (N) ANTENNA = t 43'-4" rt OF (N) ANTENNA a t 42'-1" I OF (N) ANTENNA s i 40'-10" T/ OF (R) POLE t 40'-0" (N) AC POWER DISTRIBUTION PANEL N I A ATTACHED WITH 1/2" STEEL BANDING d B/ OF (N) EQUIPMENT SHROUD - f 12'-0" z 4 N OF (N) AC DISTRIBUTION BOX - (N) DISCONNECT ATTACHED 10 WITH 1/2" STEEL BANDING GL t/ B/ OF (N) DISCONNECT t6'-0" 0 I rI.QT.* *SEE PAGE S-1 FOR MINIMUM EMBEDMENT DEPTH "p" NOTES ? " NEW BACK VIEW NOTES: 1. ALL HARDWARE SHALL BE STAINLESS STEEL. \; i GRADE 2. ALL CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS, t, I EXISTING DIRT GROUND 3. LIGHTNING RODS SHALL BE INCLUDED AS REQUIRED. (R) POLE EMBEDMENT 4. STRUCTURAL BACKFILL TO BE COMPACTED IN 6" MAXIMUM LAYERS T 95X OF CONTENT IN ACCORDANCE WITH ASTM D698. X/ ADDITIONALLY, STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF 100 POUNDS PER CUBIC FOOT (16kN/m3) O POLE ELEVATIONS F SCALE: 1" = 5' PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB C 10-02-17 REM90x B 05 -OI -17 RENSION A 05-71-17 FOR DENT REVIEW KMB DESIGN GROUP, LLC PR,QFE .S10h�L �;, (iliyM`E.R ®®® N S Eco \A0 a®• L° O �ep°��C� =L LICENgSE:��� S � ® 0% 10/2/17 R IS A MOLATWN CF THE LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER 111E 01RECTiON OF A UCENSEO PROFES40NAL ENGINEER. TO ALTER URS OOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE POLE ELEVATIONS SHEET NUMBER EV -2 NOTE: (E) POLE MOUNTED EQUIPMENT NOT SHOWN FOR CLARITY. (N) OMNI -DIRECTIONAL ANTENNA TO BE INSTALLED (2) (N) 1/2" DIA. COAX CABLES RUN INSIDE U -GUARD ATTACHED TO POLE (N) WEATHER HEAD (N) EQUIPMENT SHROUD CONTAINING UE RELAY, GPS ANTENNA, AND RADIO (1) (N) 2" RIGID GALVANIZED STEEL CONDUIT FOR POWER (N) AC DISTRIBUTION PANEL (1) (N) 1/2" DIA. POWER CABLE TO BE RUN INSIDE RIGID GALVANIZED STEEL CONDUIT ABOVE GRADE UP TO 11 FT. (N) DISCONNECT REPLACEMENT WOOC UTILITY POLE POLE EMBEDMENT NOTE: CABLING DIAGRAM IS FOR CLARITY OF CABLE ROUTE AND TERMINATION ONLY, CONTRACTOR SHALL INSTALL CABLES WITH MINIMAL VISUAL IMPACT ON REPLACEMENT WOOD UTILITY POLE. SEE ELEVATION DRAWING FOR EQUIPMENT AND ANTENNA LOCATIONS. A) WOOD CONCRETE AND EXISTING METALLIC POLES 1) FROM GRADE LINE TO ll' -O" ABOVE GRADE, ALL CABLE CONDUCTORS EXCEPT GROUNDING CONDUCTOR MUST RUN IN RIGID GALVANIZED STEEL CONDUIT (RGS) II) GRO NDING CONDUCTORS IN EXPOSED LOCATIONS MUST BE INSTALLED IN PVC. III) IN I ARTH INSTALL PVC CONDUIT FOR BACKHAUL Q AND 7LECTRICAL SERVICE. TRANSITION TO RGS AT GRAD LINE. IV) AB E 11'-0" ALL CABLES (POWER, ETHERNET, COAX L) MUST RUN IN PVC UTILITY POLE RISER. (1) MAJOR EQUIPMENT, EXTEND UTILITY DUCT IMM DIATELY ADJACENT TO THE EQUIPMENT. INSTALL a IL CA LES IN THE UTILITY POLE RISER CREATING I ' CA LE DRIP LOOPS NOT LESS THAN THE CABLE BE DING RADIUS. n a (2) 1 SIDE THE UTILITY POLE RISER, UTILIZE 'ft" I I CO BLOCKS WITH LAG SCREWS TO SUPPORT COA X. RADIO AND MW POWER, RF COAX, AND ETH RNET CABLES TO WITHIN 12" OF THE a ° EOL IPMENT BEING SERVED AND ON INTERVALS NOT TO EXCEED 6'. V) FOR UNDERGROUND HFC/PUBLIC BACKHAUL, ROUTE ' ETHEF NET CABLE IN CONDUIT UP THE POLE AND ENTEF THE UTILITY POLE RISER, SEAL EXPOSED END OF C4 DUIT WITH A CABLE TERMINATION FITTING. a a VI) BY PPROVAL IN SELECT CASES LIQUID -TIGHT I I FLEXI LE METALLIC CONDUIT (LFMC) MAY BE USED IN LENG7 IS NOT TO EXCEED 36" TO EXTEND THE a ELECT ICAL SERVICE CONDUIT TO THE AC a ' DISTRI UTION BOX. EXAMPLE: UTILITY -REQUIRED I DISCO NECT ON POLE W/ AC DISTRIBUTION BOX ON OPPO ITE SIDE OF POLE. NOT REQUIRED FOR COAX. a o B) NEW ETALUC POLES 1) PROC RE NEW POLES WITH SUITABLE HAND HOLES SUCH THAT HAND HOLES EXIST AT ALL EQUIPMENT (N) (1) 2" CONDUIT FOR POWER, CLAMPED TO POLE (N) GROUND (N) (1) (2") U -GUARD RISER FOR (2) 1/2" RF CABLES TO ANTENNA (N) OMNI DIRECTIONAL ANTENNA (N) EQUIPMENT SHROUD CONTAINING UE RELAY, GPS ANTENNA, AND RADIO (N) AC POWER DISTRIBUTION (N) DISCONNECT EDGE OF PAVEMENT BILL OF MATERIALS SCALE: NOT TO SCALE i I I I I CLIMB SPACE I 1<3� /i I — 3 — — — — — — J 4/11�1Q 1 ` RISER ORIENTATION DIAGRAM SCALE: NOT TO SCALE 2 PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB (1) W H CLIENT APPROVAL IN SELECT CASES TO A 05-24-17 FOR CLIENT REWW FACT (TATE IMPROVED APPEARANCE, W COAXIAL DESCRIPTI@N MANUFACTURER CABJ ES MAY BE "SUPERFLEX" IN LIEU OF LDF-4. DIMENSIONS (HxWxD) WEIGHT 11) WHERE' SSIBLE, INSTALL POLE BASE SUCH THAT THE ALPHA WIRELESS AW3477-S ELECTRICAL 'EED AND BACKHAUL (IF UNDERGROUND) 7 LBS 1 CIRCUIT ENT R THE POLE THROUGH THE POLE BASE. IF A iR460-SP6-ST- 7-P-0 TBD 3't DISCONNECT NG MEANS SEPARATE FROM THE AC DISTRIBUTION BOX IS REQUIRED BY JURISDICTION OR UTILITY, WITH FLEXIBLE METALLIC APPROVAL IN SELECT CASES LIQUID -TIGHT CONDUIT (LFMC) MAY BE GPS PCTEL LENGTHS N USED IN T TO EXCEED 36" TO EXTEND THE ELECTRICAL 0.53" X iJ" DIAMETER r0 SERVICE CONDUIT TO THE AC DISTRIBUTION BOX. NOKIA FWHR B41 HP - 3't 9.7" X 12.9" X 6.3" 24.7 LBS I AC DISTRIBUTION PANEL RAYCAP ING DIAGRAM - 1't 9.25" X 9.5" X 3.81" 14 LBS 1 1 NEMA TYPE -3R DISCONNECT SCALE: NOT TO SCALE - 1't (N) (1) 2" CONDUIT FOR POWER, CLAMPED TO POLE (N) GROUND (N) (1) (2") U -GUARD RISER FOR (2) 1/2" RF CABLES TO ANTENNA (N) OMNI DIRECTIONAL ANTENNA (N) EQUIPMENT SHROUD CONTAINING UE RELAY, GPS ANTENNA, AND RADIO (N) AC POWER DISTRIBUTION (N) DISCONNECT EDGE OF PAVEMENT BILL OF MATERIALS SCALE: NOT TO SCALE i I I I I CLIMB SPACE I 1<3� /i I — 3 — — — — — — J 4/11�1Q 1 ` RISER ORIENTATION DIAGRAM SCALE: NOT TO SCALE 2 PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB c io-92-n REV" EQUIPMENT CHART A 05-24-17 FOR CLIENT REWW QTY. DESCRIPTI@N MANUFACTURER MODEL NUMBER AZIMUTH CABLE DIMENSIONS (HxWxD) WEIGHT 1 ANTENNA ALPHA WIRELESS AW3477-S TBD 28'-0"t 30.7" X 4.7" DIAMETER 7 LBS 1 UE RELAY AIRSPAN iR460-SP6-ST- 7-P-0 TBD 3't 13" X 7" DIAMETER 8.8 LBS 1 GPS PCTEL 3997D - - 0.53" X iJ" DIAMETER 0.057 LBS 1 RADIO NOKIA FWHR B41 HP - 3't 9.7" X 12.9" X 6.3" 24.7 LBS I AC DISTRIBUTION PANEL RAYCAP RSTAC-3112-P-120 - 1't 9.25" X 9.5" X 3.81" 14 LBS 1 NEMA TYPE -3R DISCONNECT SIEMENS GF222NR - 1't 15.45" X &7" X 5.95" 14 LBS (N) (1) 2" CONDUIT FOR POWER, CLAMPED TO POLE (N) GROUND (N) (1) (2") U -GUARD RISER FOR (2) 1/2" RF CABLES TO ANTENNA (N) OMNI DIRECTIONAL ANTENNA (N) EQUIPMENT SHROUD CONTAINING UE RELAY, GPS ANTENNA, AND RADIO (N) AC POWER DISTRIBUTION (N) DISCONNECT EDGE OF PAVEMENT BILL OF MATERIALS SCALE: NOT TO SCALE i I I I I CLIMB SPACE I 1<3� /i I — 3 — — — — — — J 4/11�1Q 1 ` RISER ORIENTATION DIAGRAM SCALE: NOT TO SCALE 2 PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB Stephen A. r) PRO FPSSI_QNAlj �N?l EEi1, ® N S E•.q y. g`®®� fo NO ;U PL 0 110 FL sic kZs s I ®N 7 IT B AOR ANY PERSON, UNLESS i �ACTNG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER TMS. DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE [PLUMBING & RISER DIAGRAM SHEET NUMBER 3 PL -1 c io-92-n REV" 6 06-Oh17 REVISION A 05-24-17 FOR CLIENT REWW Stephen A. r) PRO FPSSI_QNAlj �N?l EEi1, ® N S E•.q y. g`®®� fo NO ;U PL 0 110 FL sic kZs s I ®N 7 IT B AOR ANY PERSON, UNLESS i �ACTNG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER TMS. DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE [PLUMBING & RISER DIAGRAM SHEET NUMBER 3 PL -1 4 r Power 84DUOM View -26.Vz 47,o3.act Irj u BLUE LED RAS Panel Fiber SFP MANUFACTURER: NOKIA MODEL: FWHR B41 HP (473548A/473603A/473604A) (OR APPROVED EQUAL) HEIGHT: 9.7 IN WIDTH: 12.91N DEPTH: 6.3 IN WEIGHT: 24.7 LBS NOMA NOKIA RADIO FWHR B41 HP N LSE 2 NOT U�ED NCTSE 5 1 iR460 FLUSH MOUNT MANUFACTURER: NOKIA MODEL: FMWA/472858A HEIGHT: 5.83 IN WIDDEPTH: . N DEPTH0 : 0.79 79 IN NOMA WEIGHT: 2.2 LBS NOKIA INTERFACE STATIC NOKIA RADIO MOUNT N NOT USED T CONNECTOR un MCX JACK 0 FI FVATUIN PCTEL 3997D GPS ANTI (N) 3/8" THROUGH BOLT, NOT TO PROTRUDE MORE THAN 2" (N) EQUIPMENT MOUNTING BRACKET (N) POLE MOUNTED EQUIPMENT WID VICIA1 (N) 1/2" COAX FROM RADIO TO ANTENNA (TYP.) (N) TOWER STANDOFF (VALMONT STK SERIES OR EQUIVALENT) (N) 1/2" SNAP—IN (VALMONT 12SH-3 OR EQUIVALENT) REPLACEMENT WOOD UTILITY POLE (N) POLE MOUNTED EQUIPMENT (N) EQUIPMENT MOUNTING BRACKET EQUIPMENT SCALE: NOT TO SCALE NOTE. SPACE SNAP -INS PER CABLE MANUFACTURER'S SPECIFICATIONS CABLE SCALE: NOT TO REPLACEMENT WOOD UTILITY POLE (N) 1/2"0 A36 3/8" THROUGH BOLT, NOT TO PROTRUDE MORE THAN 2" (TYP) AIM= V19:w NG DETAIL REPLACEMENT WOOD UTILITY POLE (N) STAINLESS STEEL BANDING (TYP) MANUFACTURED BY BAND—IT /C204B9, 1/2" WITH C45499 BUCKLES, OR APPROVED EQUAL NG DETAIL 1 2 (N) 2500 MHz OMNI -DIRECTIONAL ANTENNA ANTENNA MOUNTING (N) THROUGH BOLT, NOT TO PROTRUDE MORE THAN 2" (TYP.) NOTE. 1. MOUNTING BRACKET ACCOMMODATES POLE SIZES FROM 3" TO 10" DIAMETER. 2. KMB DESIGN GROUP HAS NOT PERFORMED A STRUCTURAL EVALUATION FOR THE MOUNTING BRACKET. REFER TO THE MANUFACTURER FOR ADDITIONAL INFORMATION. ANTENNA MOUNTING DETAIL SCALE: NOT TO SCALE ANTENNA < SIGNAGE: ON WOOD POLES — SIGN ON ALUMINUM WITH SS SCREW TO THE POLE SIGN P NT: AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL RF ANTENNA(S) SIZE APP OX. 8" x 5" ANTENNA SIGNAGE OWNER / OPERATOR NOT SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF POWER CONNECTION WITH TZeS241 LABELING TAPE OR EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST 18mm WIDTH WITH EXTRA—STRENGTH ADHESIVE. USE ANY COMPATIBLE P—TOUCH LABEL MAKER. TEXT SHOULD BE PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT OF 1/2". EMERGENCY CONTACT SIGN POLE MOUNTED SIGNS SCALE: NOT TO SCALE K • PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB 5" NOTICE C 10-02-t7 REY190N 5" NEW" w 05-22-17 FOR CLIENT REWw Mobilitie, LLC C(so: In case of Emergency Contact • E-mail: MNOC(cr_mobilitie.com Radio frequency fields beyond this - - co point may exceed the FCC general Phone: (877) 244-7889 public exposure limit. Obey allpostedradio frequendsnviromnts for working in radio frequency environments. Please Reference Site ID SITE ID: 4-00 6 Site ID 9FLB003569C Contactt877-7- 244.7889 1 ao m�mm��o� tile. FCC ID ANTENNA < SIGNAGE: ON WOOD POLES — SIGN ON ALUMINUM WITH SS SCREW TO THE POLE SIGN P NT: AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL RF ANTENNA(S) SIZE APP OX. 8" x 5" ANTENNA SIGNAGE OWNER / OPERATOR NOT SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF POWER CONNECTION WITH TZeS241 LABELING TAPE OR EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST 18mm WIDTH WITH EXTRA—STRENGTH ADHESIVE. USE ANY COMPATIBLE P—TOUCH LABEL MAKER. TEXT SHOULD BE PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT OF 1/2". EMERGENCY CONTACT SIGN POLE MOUNTED SIGNS SCALE: NOT TO SCALE K • PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB KMB DESIGN GROUP, LLC Stephen A. Bray PROFEs S1(§AAL' M61I,*jj o OF IT 5 A M � at. A11Y 'A TO JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER 4 EQ -2 C 10-02-t7 REY190N 9 06-01-17 NEW" w 05-22-17 FOR CLIENT REWw KMB DESIGN GROUP, LLC Stephen A. Bray PROFEs S1(§AAL' M61I,*jj o OF IT 5 A M � at. A11Y 'A TO JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER 4 EQ -2 POWER OVER ETHERNET 1#6 GND POWER W/ 2b6, 1#6 GND, CU, THHN/THWN-2 60A MCB, 22 KAIC (VERIFY), DISTRIBUTION PANEL (RATED NEMA 3R). INCLUDE 7A CB FOR RRU AND (2) 5A CB FOR MW 2/6, 1#6 GND, CU. THHN/THWN-2 POWER SERVICE W/ 3#2 CU. THHN/THWN-2 (N) (2) 5/8" X 8'-0" COPPER CLAD STEEL GROUND ROD PLACED 6'-0" APART UE PROVIDE SERVICE GROUNDING AND BONDING PER NEC 250.24 6'-0" -LINE DIAGRAM NOT TO SCALE 20A MAIN BREAKER 5A CIRCUIT BREAKER- 5A REAKER-5A CIRCUIT BREAKER" 7A RADIO BREAKER - LINE HOT TO RADIO NEUTRAL - TO RA010 GROUND BUSBAR NEUTRAL IN UO ii -ISOLATED NEUTRAL BUSBAR OUT TO RADIO / NOTE: NEUTRAL/GROUNN D BOND) NEUTRAL BOND REQUIRED TO UTILITY SERVICE IN FROM UTILITY SERVICE W/ 120/240 3 WIRE 10 RAYCAP AC DISTRIBUTION BOX BREAKER SCHEDULE J 2 SCALE: NOT TO SCALE QM"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 POWER FIGURE. CALCULATIONS FOR UE W/ AIRSPAN MUST INCLUDE UE AS IT IS NOT INCLUDED 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 MAXIMUM POWER WAS CALCULATED BY INCREASING AVERAGE/NOMINAL POWER BY A FACTOR OF 50% 5 641 High Power Radio and Aispan UE Backhaul NSN - B41 High I LTE Base Station 360 1 4.000.36 3153.6 Airs anIR460 UERelay N/A N/A N/A N/A Total 1 360 4.00 1 0.36 1 3153.6 1 I LOAD CALCULATIONS SCALE: NOT TO SCALE PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SUB KMB DESIGN GROUP, LLC; Stephen A. Bra PROFESS10� lL ENG11VW, Uj �® 69 FL UCY E4'§0 Le °G. 1p1\A O/ PC 1R5sm. urd ftt ACI lf�0N0E�RrniE JASOXS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER 3 E-1 C 10-02-17 REV90N 66 06-01-17 REWSWN A 05-22-17 FOR CLIENT REWEW KMB DESIGN GROUP, LLC; Stephen A. Bra PROFESS10� lL ENG11VW, Uj �® 69 FL UCY E4'§0 Le °G. 1p1\A O/ PC 1R5sm. urd ftt ACI lf�0N0E�RrniE JASOXS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER 3 E-1 NOTE: CONTRACTOR TO SURROUND COMPLETED CONNECTION WITH HEAT -SHRINK TUBING TO ENSURE WEATHER PROOF CONNECTION ®6 THHN/THWN GREEN STRANDED FROM EQUIPMENT TO MAIN GROUND CONDUCTOR, TYP. THIN WALL C -TAP WITH GREEN DYE INDEX /6 SOLID TIN COATED MAIN GROUND CONDUCTOR C -TAP DETAIL 1 SCALE: NOT TO SCALE t I - (N) EQUIPMENT SHROUD TYPE HS TYPE 2-YA- TYPE TYPE YA-e REMOTE RADIO HEAD h J R �- ��;;, TYPE TYPE 7YPE 0 NOTE: ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. WELD CONNECTION DETAILS L SCALE: NOT TO SCALE (N) OMNI -DIRECTIONAL ANTENNA (N) MECHANICAL CONNECTION (N) /6 THHN/THWN GREEN INSULATED STRANDED GROUND (TYP.) /6 SOLID TIN COATED IAAIN-,,,, GROUND CONDUCTOR AC DIST PANEL DISCONNECT SWITCH LEGEND ■ CADWELD CONNECTION C3 MECHANICAL CONNECTION • COMPRESSION CONNECTION NOTE: GROUNDING RISER FOR DIAGRAMMATIC PURPOSES ONLY. SEE ELEVATION DRAWING FOR EQUIPMENT AND ANTENNA LOCATIONS. 11 CIoLIIF1 1. ALL RGS TO BE GROUNDED AT BOTH ENDS USING GROUNDING BUSHINGS 2. GROUND WIRE TO BE RUN IN 1/2" SCHEDULE 40 PVC. D IOTO A MINIMUM DEPTH i" BELOW FROST—LINE CLAD STEEL GROUNDOPPER ROD ° GROUNDING RISER DIAGRAM SCALE: NOT TO SCALE • PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB I 10-02-17 UE RELAY (N) EQUIPMENT SHROUD J ANTENNA T FOR CLIENT REu W REMOTE RADIO HEAD /6 SOLID TIN COATED IAAIN-,,,, GROUND CONDUCTOR AC DIST PANEL DISCONNECT SWITCH LEGEND ■ CADWELD CONNECTION C3 MECHANICAL CONNECTION • COMPRESSION CONNECTION NOTE: GROUNDING RISER FOR DIAGRAMMATIC PURPOSES ONLY. SEE ELEVATION DRAWING FOR EQUIPMENT AND ANTENNA LOCATIONS. 11 CIoLIIF1 1. ALL RGS TO BE GROUNDED AT BOTH ENDS USING GROUNDING BUSHINGS 2. GROUND WIRE TO BE RUN IN 1/2" SCHEDULE 40 PVC. D IOTO A MINIMUM DEPTH i" BELOW FROST—LINE CLAD STEEL GROUNDOPPER ROD ° GROUNDING RISER DIAGRAM SCALE: NOT TO SCALE • PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB Stephen A. Bray PROFE.SSION,AE i}NQIT7)'ER A. 0 cj k L F �I ®t Q7°L ®.. 00� P 717 li BN JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE GROUNDING DETAILS SHEET NUMBER 3 1 G-1 10-02-17 REv190N06-01-17 NA05-22-171 RD IM FOR CLIENT REu W Stephen A. Bray PROFE.SSION,AE i}NQIT7)'ER A. 0 cj k L F �I ®t Q7°L ®.. 00� P 717 li BN JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE GROUNDING DETAILS SHEET NUMBER 3 1 G-1 GENERAL NOTES. 1) CONTRACTOR SHALL PROVIDE A DETAILED METHOD OF PROCEDURE (MOP) TO l RECORD FOR REVIEW PRIOR TO MOBILIZING TO THE SITE AND COMMENCING AN ACTIVITIES. THE MOP SHALL ENSURE ALL APPROPRIATE CODES OF PRACTICE P ACCORDANCE WITH OSHA FOR ALL ACTIVITIES. FACTORS THAT SHALL BE CONE ARE NOT LIMITED TO: a. TRANSPORTATION OF ALL MATERIALS AND EQUIPMENT b. PPE c. MATERIALS AND EQUIPMENT STAGING d. TRAFFIC CONTROL e. CONTAINMENT OF DRILL SLURRY FLUIDS f. TEMPORARY WORKS SUPPORT FOR DRILL EQUIPMENT AND POLE 2) CONTRACTOR SHALL ENSURE THAN AN 811 UTILITY MARK OUT HAS BEEN COMPI BELOW AND ABOVE GROUND UTILITIES ARE DOCUMENTED. 3) THIS DRAWING SUPPLEMENTS THE GENERAL CONSTRUCTION DRAWINGS FOR T BE READ IN CONJUNCTION WITH THE PE SIGNED AND SEALED CONSTRUCTION D DESIGN GROUP, LLC REVISED TO STATE -ISSUED FOR CONSTRUCTION' 4) CONTRACTOR SHALL COMPLY WITH ALL RELEVANT SECTIONS OF 2015 INTERNA - CHAPTER 18 AND THE USDOTFAA DRILLED SHAFT CONSTRUCTION PROCEDURE; CONCRETE 1) DRILLED SHAFTS SHALL BE FILLED WITH CLASS B-2 CONCRETE. AN AIR ENTRAIN SHALL BE USED. IN ADDITION A HIGH RANGE WATER -REDUCING ADMIXTURE MAV THE SLUMP TO A MAXIMUM OF 9 INCHES ± 1 INCH. IF USED, THE WATER-REDUCI� ADDED ONLY AFTER THE CONCRETE HAS REACHED THE JOB SITE TO REDUCE TI FLASH SETTING. THE CONCRETE MIX SHALL BE DENSE, HOMOGENEOUS, FLUID P SEGREGATION, AND SHALL CONSOLIDATE UNDER SELF -WEIGHT. THE CONCRETE TIME THAT ENSURES THAT FLUIDITY IS MAINTAINED THROUGHOUT THE SHAFT C AND REMOVAL OF TEMPORARY CASING, IF USED. A CONCRETE RETARDER IN AC AASHTO M 194, TYPE B, MAY BE INCORPORATED INTO THE MIX TO RETARD SET P HOURS. 2)IN SITUATIONS WITH EXCESSIVE GROUND WATER OR FOUNDATION FLOODING Al PLACED USING THE TREMIE METHOD. CONCRETE MIX DESIGN SHALL FOLLOW Al CONTRACTOR SHALL ENSURE THAT THE DRILLED SHAFT HAS SUFFICIENT WORK CONCRETE PLACEMENT COMMENCING AT THE BASE OF THE SHAFT AND SHALL E STEADY RATE. CONCRETE SHALL NOT BE PERMITTED TO FALL INTO THE SHAFT. 3) CONCRETE MIX ALONG WITH APPROVED ACCELERATORS SHALL BE DESIGNED T COMPRESSIVE STRENGTH OF 3,000 PSF WITHIN 6HRS AND A 28 DAY COMPRESSII PSI. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A DETAILED CONCRETE CONCRETE PLANT INCLUDING ALL PROPOSED ADDITIVES. A SUITABLE STRENGTI ADMIXTURE IS SIKA RAPID -1. THIS ADDITIVE MIGHT NOT BE SUITABLE FOR ALL Cl PRODUCT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. E ENGINEER OF CONSTRUCTION FOLLOWED IN ,ERED INCLUDE BUT ED AND THAT ALL PROJECT AND SHALL WINGS BY KMB NAL BUILDING CODE 4ENT ADMIXTURE BE USED TO INCREASE 3 ADMIXTURE SHALL BE E POTENTIAL FOR ID RESISTANT TO MIX SHALL HAVE A SET ,NCRETE PLACEMENT :ORDANCE WITH 'PROXIMATELY TWO CONCRETE SHALL BE 211.1 GUIDELINES. G ACCESS FOR PLACE INA SLOW AND PROVIDE AN INITIAL STRENGTH OF 5,000 v11X DESIGN FROM THE RAPID HARDENING CUMSTANCES AND ANY 0 I REPLACEMENT WOOD POLE GROUND REINSTATED TO MATCH EXISTING FOUNDATION ASTM #57 STONE TO BE PLACED IN EXCAVATION FOR A MINIMUM DEPTH OF TWO FEET BELOW PROPOSED EMBEDDED FOUNDATION DEPTH A MINIMUM Ur UNL tUUI UKtAItK THAN POLE BASE DIAMETER POLE ORDERING A STRUCTURAL EMBEDMENT: WIND -LOAD ZONE: In MPH STANDARD POLE: "STANDARD" POLE OVERALL LENGTH (OAL): 50.0 FT AGL LENGTH: 40.0 FT EMBEDMENT DEPTH "D": 10.0 FT CUSTOM POLE: *CUSTOM POLE OVERALL LENGTH (OAL): 49.1 FT AGL LENGTH: 40.0 FT "CUSTOM EMBEDMENT DEPTH "D": 9.10 FT .CUSTOM POLE LENGTH DAL RECOMMENDED. **CUSTOM EMBEDMENT DEPTH BASED ON STRUCTURAL ANALYSIS PERFORMED TO ACCOUNT FOR REGIONAL WIND LOADING SOIL DATA AND AGL HEIGHT. 1. CONTRACTOR SHALL CONTACT THE ENGINEER TO VERIFY POLE EMBEDDED DEPTH ON A SITE BASIS. 2. ALL POLES ARE SUBJECT TO ENGINEERING REVIEW AND ANALYSIS. 3. EMBEDDED DEPTH VALUES DO NOT INCLUDE THE DEPTH OF BASE STONE AND ARE MINIMUM VALUES. 4. CONTRACTOR TO PROVIDE THE ENGINEER PHOTOGRAPHS OF TAPED FOUNDATION DEPTHS PRIOR AND POST STONE PLACEMENT. UTILITY POLE EMBEDMENT SCALE: NOT TO SCALE L 1 RROJECT NO: 9FLB003569C DRAWN BY: RC 1ZHECKED BY: SJB 1 gillsommi tephen A Bray Rffi"0A lfjVjjNEER � 68gp2�/•° � I •: rr :W LLJ S_ o� o 'L1 eg • ®s'�oz • . > ' ° 1 , 10izrn li la � "rpt nNr R6GN, nrt AE ACRNG UNDER THE CiRECT ON as if CICENSE0 PRaESSONu ENCNE'R. 70 ALTER iNi$ GOCUIrtNi JA90XS919C ATLANTIC BEACH, FL 32233 IIEPLACEMENT 40'-0" WOOD POLE SHEET TITLE EMBEDMENT DETAILS SHEET NUMBER S-1 GENERAL CONSTRUCTION NOTES - 1, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUIL NG CODE, THE LATEST ADOPTED EDITION AND ALL OTHER APPLICABLE CODE AND ORDINANCES, t 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITHTHESE DRAWING RA NGS AND LATEST MOBILITIE CONSTRUCTION STANDARDS. THE SPECIFICATION I THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THE CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER OR MOBILITIE CM PRIOR TO THE COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE THEM! WITH ALL CONDITIONS AFFECTING THE (N) WORK AND SHALL MAKE PRO AS TO THE COST THEREOF, CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD COP AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLIS SHOWN, PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCi SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER C MOBILITIE CM PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATI BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CON[ 4. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL CONSTRUCTION. CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL AN ITEMS FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM SUBJECT ONLY OWNER—SUPPLIED ITEMS. CONTRACTOR SHALL PROVIDE ANY/ALL REOUIRI FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 5. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED, THE WORK SH, INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES. AND NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAW OWNER PROVIDED AND CONTRACTOR INSTALLED MATERIALS WILL INCLUDE FOLLOWING, UNLESS NOTED OTHERWISE: A) TRANSMITTER B) UHF ANTENNA AND MOUNTING BRACKETS, GPS ANTENNAS AND KU ANTENNAS C) UHF COAX AND HANGERS D) INTEGRATED LOAD CENTER 6. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, (E) CONDITIONS AND/OR DESIGN THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ANY DISCREPAI TO THE ATTENTION OF THE MOBILITIE CM, IN WRITING, PRIOR TO THE COMMENCEMENT OF WORK. 7. DETAILS PROVIDED ARE FOR THE PURPOSE OF SHOWING DESIGN INTENT, MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR SITE CON AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 8. CONTRACTOR SHALL PAY FOR APPLICABLE PERMITS, FEES, INSPECTIONS A TESTING, CONTRACTOR IS TO OBTAIN PERMIS AND APPROVED SUBMITTALS TO ORDERING MATERIALS AND THE COMMENCEMENT OF WORK. 9. THE TERM 'PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFIATIONS. INDICATES THAT THE CONTRACTOR SHALL FURNISH AND IN 10. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECE WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITI NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. VES 14, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. I& CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT (E) SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATE REPAIR, TO NEW CONDITION, ANY DAMAGE THAT OCCURS DURING CONSTRUCTION AT THE SOLE COST OF THE CONTRACTOR. TIONS 17. IN DRILLING HOLES, OR CORING, INTO CONCRETE WHETHER FOR FASTENING OR D. AS ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY I WILL CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING IONS. STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE LOCATED BY THE CONTRACTOR USING APPROPRIATE METHODS AND EQUIPMENT PRIOR TO ANY DRILLING OR CORING OPERATIONS IN (E) CONCRETE. IN It CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING ACCEPTED INDUSTRY—STANDARD SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLE Y RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEOUENCI S AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK U DE CONTRACT, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK , ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE BY THE WORK UNDER THIS CONTRACT, WORK SHALL CONFORM TO ALL REQUIREMENTS. 13. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE MOBILITIE CM AND SCHEDULE THEIR ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH Ti REQUIREMENTS. 18, CONTRACTOR SHALL REPAIR, TO NEW CONDITION, ALL (E) WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES, 19. CONTRACTOR SHALL SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR MATERIALS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS AND SYSTEMS THAT MEET OR EXCEED THE RATING OF THE ASSEMBLY IN WHICH THE NEW PENETRATION IS PLACED, 20. CONTRACTOR SHALL KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH, EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION, 21. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 22. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO (E) SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ANY EROSION CONTROL MEASURES, RECORD—KEEPING, MONITORING, AND REPORTING TO THE OWNER AND REGULATORY AUTHORITIES. 23. ALL CONSTRUCTION WORK IS TO ADHERE TO APPLICANT'S INTEGRATED CONSTRUCTION STANDARDS UNLESS STATE OR LOCAL CODE IS MORE STRINGENT. 24. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PERFORM THE CONSTRUCTION IN ACCORDANCE PER STATE BUILDING STANDARDS CODE AND STATE CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE APPROVED PLANS AND SPECIFICATIONS WHEREIN THE FINISHED WORK WILL NOT COMPLY PER STATE CODE OF REGULATIONS, A. SCOPE OF WORK DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE JURISDICTION BEFORE PROCEEDING WITH THE WORK. A CHANGE ORDER FOR THAT SCOPE SHALL BE SUBMITTED TO THE MOBILITIE CM PRIOR TO PROCEEDING WITH THE WORK. 25. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 26. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. ANY CORRECTIVE WORK SHALL BE COMPLETED AT THE SOLE COST OF THE CONTRACTOR. ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED, ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/All APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY MOBILITIE CM AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE MOBILITIE CM HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN, 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL (E) CONDITIONS OF ELECTRICAL EQUIP., ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING OF THEIR BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC, ALL CODES AND ORDINANCES OF THE LOCAL JURISDICTION, AND POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT ARE NOT BE LIMITED TO: A) UL — UNDERWRITERS LABORATORIES B) NEC — NATIONAL ELECTRICAL CODE C) NEMA — NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D) OSHA — OCCUPATIONAL SAFETY AND HEALTH ACT E) SBC — STANDARD BUILDING CODE F) NFPA — NATIONAL FIRE PROTECTION AGENCY G) ANSI — AMERICAN NATIONAL STANDARDS INSTITUTE H) IEEE — INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS 1) ASTM — AMERICAN SOCIETY FOR TESTING MATERIALS 4, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH M081LITIE CM ANY SIZES AND LOCATIONS WHEN NEEDED. & (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. & CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC... ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE MOBILITIE CM, PRIOR TO BEGINNING ANY WORK. 7. MINIMUM WIRE SIZE SHALL BE 012 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION, UNLESS OTHERWISE NOTED. 8. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 9. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 10. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED. AS REQUIRED BY SPECIFICATIONS, SET FORTH BY APPLICANT. 11, ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY FUNCTIONAL AND SHALL BE APPROVED BY THE MOBILITIE CM AND LOCAL JURISDICTION, ANY DIFICIENCIES SHALL BE CORRECTED BY AN ELECTRICAL CONTRACTOR AT THE SOLE COST OF THE CONTRACTOR. 12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. • pm PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB HE '5tephe . Bra, PROFESSIONAL ENGINEER ® 6a�o2 OF �g L0Vk 'C IT 5 A OLA TR AIWh _ v e ° TO JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE GENERAL NOTES SHEET NUMBER GN -1 C 10-02-17 REN90N 6 06-01-17 REVOI N A 05-22-t7 FOR CUDIi RENEIr HE '5tephe . Bra, PROFESSIONAL ENGINEER ® 6a�o2 OF �g L0Vk 'C IT 5 A OLA TR AIWh _ v e ° TO JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE GENERAL NOTES SHEET NUMBER GN -1 ELECTRICAL NOTES CONT'D 13, THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED BY THE C NTRACTOI WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAf HAVE BEEN DAMAGED THEREIN. 14. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 15. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UN ERGRI INSTALLED CONDUIT ANO/OR CABLES INCLUDING EXCAVATION AND BACKFILL AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATIOAND BACKFILLING. 16. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, 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 AN IECE. 17. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER'S CATALOG INFORMATION OF ANY/ALL EQUIPMENT AND ALL OTHER ELECTRICAL IEMS FOR APPROVAL BY THE MOBILITIE CM PRIOR TO INSTALLATION. 18. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL K IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED N THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE MO ILITIE CM UPON FINAL ACCEPTANCE. 19. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES, ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 20. DISCONNECT SWITCHES SHALL BE UL -RATED. H.P. RATED HEAVY -DU Y, QUICK -MAKE AND QUICK -BREAK ENCLOSURES. AS REQUIRED BY EXPOSURE TYPE. 21. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF N ANTI -OXIDE COMPOUND KNOWN AS "NO -OXIDE A" BY DEARBORNE C EMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER RFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 22, RACEWAYS: CONDUIT SHALL BE SCHEDULE 80 PVC MEETING OR EXCE DING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WIDEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED R GID CONDUIT. COAT ALL THREADS WITH 'BRITS ZINC' OR 'COLD GALV. 23. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY 24. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, UNLESS OTHERWISE NOTED, 600 VOLT, COLOR COOED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. US STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 25. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 26. SERVICE: AS SPECIFIED ON THE DRAWINGS. OWNER OR OWNER'S AGENT WILL APPLY FOR POWER. ALL PROVISIONS FOR TEMPORARY POWER WILL B OBTAINED BY THE CONTRACTOR. 27. TELEPHONE OR FIBER SERVICE: CONTRACTOR SHALL PROVIDE EMPTY WITH PULL STRINGS AS INDICATED ON DRAWINGS. 28. ELECTRICAL AND TELCO/FIBER RACEWAYS TO BE BURIED A MINIMUM Q)EPTH OF 30". UNLESS OTHERWISE NOTED. 29. CONTRACTOR SHALL PLACE 6" WIDE DETECTABLE WARNING TAPE AT DEPTH OF 6" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SIEVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM". 30. ALL BOLTS SHALL BE 3-16 STAINLESS STEEL GROUNDING NOTES: 1. ALL HARDWARE SHALL BE 3-16 STAINLESS STEEL, INCLUDING LOCK WASHERS. COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND, AS SPECIFIED, BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR SIZED TO MATCH COMPONETS OR LOG SIZE. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 3. ALL STEEL CONDUIT SHALL BE BONDED AT BOTH ENDS WITH GROUNDING BUSHING. 4. ALL ELECTRICAL AND GROUNDING AT THE POLE SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. 5. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 6. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING N6 GROUND VIRES. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. 7, ALL GROUND CONNECTIONS SHALL BE J6 AWG, UNLESS OTHERWISE NOTED. ALL WIRES SHALL BE COPPER WITH THHN, UNLESS OTHERWISE NOTED. ALL GROUND WIRE SHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE. 8. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 9. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED A MINIMUM OF 30" BELOW GRADE/ 6" BELOW FROST -LINE IN TRENCH, UNLESS OTHERWISE NOTED. BACK FILL SHALL BE COMPACTED AS REQUIRED BY ARCH[TECT/ENGINEER. 10. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE, WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES. 11. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE: A. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR OUTDOOR USE OR AS APPROVED BY APPLICANT PROJECT MANAGER. B. CADWELO, EXOTHERMIC WELDS (WELDED CONNECTIONS). C. ONE (1) OR (2) HOLES TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS, 12, ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK VISIBLE AT THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES) AND WEATHER -PROOFED WITH HEAT SHRINK. 13. ALL CONNECTION HARDWARE SHALL BE TYPE 3-16 STAINLESS STEEL (NOT ATTRACTED TO MAGNETS). 14. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 250-82 AND SHALL BOND ALL (E) AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS. TESTING AND EQUIPMENT TURN UP REQUIREMENTS: 1. RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT TESTING WILL COMPLY WITH CURRENT INDUSTRY STANDARDS AND OR THOSE STANDARDS OF THE EQUIPMENT MANUFACTURER OR PROVIDED TO THE CONTRACTOR PRIOR TO TESTING. 2. CONTRACTOR WILL USE THE APPROPRIATE CALIBRATED TESTING EQUIPMENT IN THE TESTING OF RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT THAT MEET INDUSTRY STANDARDS OF THE MANUFACTURER OR THOSE STANDARDS PROVIDED TO THE CONTRACTOR PRIOR TO TESTING. 3. CONTRACTOR TO VERIFY AND RECORD ALL TEST RESULTS AND PROVIDE THESE RESULTS WITHIN THE FINAL CLOSE OUT PACKAGE. 4. ALL PERSONNEL INVOLVED IN THE TESTING OF RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT WILL BE REQUIRED TO HAVE BEEN TRAINED AND OR CERTIFIED IN THE PROPER TESTING OF RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT. 5. ALL TEST RESULTS SHALL BE TIME STAMPED. RECORDED AND PRESENTED PRIOR TO ENERGIZING AND TURN UP OF ANY EQUIPMENT. 6. GPS EQUIPMENT (WHEN REQUIRED)IS NOT TO BE TESTED OR ATTACHED TO ANY CABLING DURING TESTING, DOING SO WILL DAMAGE THE GPS UNIT. 7. PRIOR TO TESTING IF THE CONTRACTOR HAS ANY QUESTIONS ABOUT THE TESTING PROCEDURES THEY ARE TO CALL AND OBTAIN ASSISTANCE FROM A QUALIFIED DESIGNATED TESTING REPRESENTATIVE. 8. EQUIPMENT IS NOT TO BE ENERGIZED UNTIL ALL TESTING HAS BEEN COMPLETED, APPROVED AND THE APPROPRIATE AUTHORITY HAS BEEN NOTIFIED AND GIVES APPROVAL TO ENERGIZE THE EQUIPMENT. SITE WORK NOTES: 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 3. ALL (E) UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE. BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL (E) UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING (E) UTILITIES 4. CONTRACTOR SHALL VERIFY ALL (E) UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER OR MOBILITIE CM FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT THEIR OWN RISK AND EXPENSE. CONTRACTOR- SHALL CALL LOCAL UTILITY LOCATE HOT LINE, SUCH AS 811, FOR UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. 5. ALL NEW AND (E) UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. ANY COST RELATED TO ADJUSTING (E) STRUCTURES SHALL BE BORNE SOLELY BY THE CONTRACTOR. 6. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO (E) GRADES AT THE GRADING LIMITS. 7. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB KMB DESIGN GROUP, LLC Stephen, A. Bra �.gli.®F'SIOh.AL�f'd®® co�Q�eG � N S �• -�y ®®®® i �0 689()2 .• . Cr Iiij w <` FL SIC • • .. t `10/2/17 IT li y�QL�1 LAT% FOR ANY PERSON. UNLESSITTET ARE ACTING UNDER THE OWCTNN O► -A LKENSEO PRORSSIONAL ENGNEER. TO ALTER INS DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 C 10-02-17 REVNN 6 06-01-17 REGION A 05-22-171 FOR CLIENT REVIEW KMB DESIGN GROUP, LLC Stephen, A. Bra �.gli.®F'SIOh.AL�f'd®® co�Q�eG � N S �• -�y ®®®® i �0 689()2 .• . Cr Iiij w <` FL SIC • • .. t `10/2/17 IT li y�QL�1 LAT% FOR ANY PERSON. UNLESSITTET ARE ACTING UNDER THE OWCTNN O► -A LKENSEO PRORSSIONAL ENGNEER. TO ALTER INS DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 SITE WORK NOTES CONT'D 8. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTEDTO 95X OF MAXIMUM STANDARD PROCTOR DRY DENSITY, UNLESS OTHERWISE N TED. 9. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA 0 BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY, 10. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. PU 11, ANY FILLS PLACED ON (E) SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE (E) SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER, 12, CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUC THAT NO DEBRIS, PAPER, TRASH, WEEDS, BRUSH, EXCESS FILL, OR ANY 0TH R DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 13. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 14, ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL WNTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION, ENVIRONMENTAL NOTES: 1, ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUD PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES NO PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAIF TENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAY;. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENSILT CONTROL FENCING AND PROTECTIVE MEASURES AS REQUIRED BY TH LOCAL JURISDICTION WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO C STRUCTION, 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY, THE CO TRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING ROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANYAREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE, 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND NY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOV L AS NECESSARY. 7, CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONST THE FACILITIES SHALL BE REMOVED. 8. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FA AFFECTING LAND DISTURBANCE. OF 9, CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION COh TROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AN ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO F REVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE, BUT lS NOT LIMITED TO SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOU D, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL OJANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. 11, GC TO PLACE FILTER MATERIAL AT ALL CATCH BASINS ADJACENT TO CONSTRUCTION SITE TO PREVENT SOLID WASTE CONTAMINATION FROM ENTERING SEWER SYSTEM FOUNDATION_ EXCAVATION AND BACKFILL NOTES, 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM DF 3 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE NOTED. 2. BACKFILL OF POLE SHALL BE PERFORMED IN ONE OF TWO OPTIONS: A. PREFERRED: RAINBOW INDUSTRIES POLE SETTING FOAM SHALL BE INSTALLED PER MANUFACTURER SPECS. FOAM SHALL ALWAYS BE USED FOR POOR SOILS. B. SECONDARY: CONCRETE (REQUIRES MOBILITIE CM WRITTEN APPROVAL) ALLOWABLE SOIL PRESSURE = 2500 PSF (ASSUMED). NON-NATIVE SOILS SHALL BE REMOVE FROM BORE AREA AND SHALL NOT BE REUSED FOR BACKFILL 3. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557, 4. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF ADEQUATE BEARING CAPACITY IS NOT ACHIEVED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED LIME STONE #57 MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 5, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF 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 COMPACTED LAYERS, 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 95X OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557, 7. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 8. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER, THE FINAL (FINISH) ELEVATION OF SLAB 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 SPECIFIED ELEVATIONS WHERE REQUIRED. 9. NEWLY GRADED GRAVEL SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY TYPAR GEOSYNTHETICS OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE NO. 57 FOR FENCED COMPOUND; FDOT TYPE NO. 67 FOR ACCESS DRIVE AREA, UNLESS OTHERWISE NOTED. 10. IN ALL AREAS TO RECEIVE FILL: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WNLL BIND WITH (E)/PREPARED SOIL SURFACE. 11. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RECOMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 12. IN AREAS WHICH (E) GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 13. (E) GRAVEL SURFACING MAY NOT BE REUSED. 14, GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 15. PROTECT (E) GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE, USE PLANKING 'MATTS' OR OTHER SUITABLE PROTECTION DESIGNED TO SPREAD EQUIPMENT LOADS AS MAY BE NECESSARY. REPAIR ANY DAMAGE TO (E) GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTORS OPERATIONS. 16. DAMAGE TO (E) STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/ OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT, 17. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT, s • - PROJECT NO: 9FLB003569C DRAWN BY: RC CHECKED BY: SJB StephQn A= Bra) LN SE. a co : 6ago2 •• m NO _L LICENSEE/ S S I O N P® �y♦ IT 19 A N�LAIIpN • fpt ANY ALTER TN15 DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE GENERAL NOTES SHEET NUMBER GN -3 REV" NA10-02-17 06-01-17 REM" 05-22-171 FOR CUINI REI*W StephQn A= Bra) LN SE. a co : 6ago2 •• m NO _L LICENSEE/ S S I O N P® �y♦ IT 19 A N�LAIIpN • fpt ANY ALTER TN15 DOCUMENT JA90XS919C ATLANTIC BEACH, FL 32233 REPLACEMENT 40'-0" WOOD POLE SHEET TITLE GENERAL NOTES SHEET NUMBER GN -3 To be setuo in accordance with Standard Index 605 Speed HI Spacing (ft.) 3 C t0 d H 0 Me Meyers Table I De ice Spacing . ... .. Max. istance Between Devices (ft.) Speed Cane or Type 1 or Type 1/ (mph) Tubular arkers Barricades or Vertical Panels or Drums Taper Tangent Taper Tangent 15 25 50 25 50 30 to 45 25 50 30 50 DISTANCE -RETIVFFN Sfr;NS 01 Speed HI Spacing (ft.) 3 C t0 d H 0 Me Meyers . ... .. .. a + FOOT Pm,ld,r 111 37 01 "L ATOAIA OR kxj S ,.p k 3AFER ROARS SAVE LIVES