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22 W 11th St - Utility Pole Preliminary Plans (2) SITE ID-CANDIDATE LETTER A90XS91 CASCADE ID-CANDIDATE LETTER: 9FLB003561A LATITUDE LONGITUDE: 30-0331791 /-81 ,9416752 CROSS STREET: AIAMACYPEORT11 RD`�C�-I I-� IF YOU DIG IN ANY STATE CITY, STATE, ZIP: ATDIAL 811 FOR THE LOCAL T �� u T PROJECT : 9FLB00356 C IT'S THE LAW 0 "ONE CALL CENTER" - T L C � F 3 3 3 DRAWN BY: RC CHECKED BY: SJB THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONVENIENCE ONLY.THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER/SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LO-CATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL THE UTILITIES WITHIN THE LIMITS OF THE WORK.ALL DAMAGE MADE TO THE(E) UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE A 01-19-17 FOR CLIENT REVI RESPONSIBILITY OF THE CONTRACTOR. GENERAL NOTES LOCATION MAPS PROJECT DESCRIPTION KMB DESIGN GROUP, LLC THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A VICINITY MAP REGIONAL MAP END USER PROPOSES TO INSTALL EQUIPMENT ON A NEW H1 Stephen A. Bray TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE CLASS WOOD UTILITY POLE WITHIN AN EXISTING PROFESSIONAI.ENGINEER MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT Q RIGHT—OF—WAY. DISTURBANCE OF EFFECT ON DRAINAGE; NO SANITARY SEWER s' , THE SCOPE WILL CONSIST OF THE FOLLOWING: SERVICE, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND z,' NO COMMERCIAL SIGNAGE IS (N). • — INSTALL A NEW H1 CLASS WOOD UTILITY POLE WITH 0 PROPOSED BACKHAUL TRANSPORT EQUIPMENT th r n na P Comm 's Pizzo ark SITE INFORMATION BFB I SITE ID: 9FLB003561A CODES CASCADE ID: JA90XS911A Driftwood 2015 INTERNATIONAL BUILDING CODE 2014 NATIONAL ELECTRICAL CODE LATITUDE: 30.331791TIA/EIA-222-G-2 OR LATEST EDITION FastenFastenal FL LICENSE:68902 1/19/17 LONGITUDE: -81.416752 LOCAL BUILDING/PLANNING CODE IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE CROSS STREET: W 11TH ST & HWY A1A/MAYPORT RD DIRECTION OF TO ALTERS THIS DOCUMENT PROFESSIONALED DRAWING INDEX CITY, STATE, ZIP: ATLANTIC BEACH, FL 32233 SHEET NO: SHEET TITLE COUNTY: DUVAL COUNTY ¢ T-1 TITLE SHEET JURISDICTION: ATLANTIC BEACH CITY Z' 'I z. SP-1 EXHIBIT PHOTO & SITE PLAN EV-1 ELEVATIONS PROPERTY OWNER: PUBLIC RIGHT-OF-WAY Sea PL-1 PLUMBING & RISER DIAGRAM j APPLICANT: MOBILITIE, LLC 3475 PIEDMONT ROAD NE, SUITE 1000 SITE EQ-1 EQUIPMENT DETAILS € ` fit SITE ATLANTA, GEORGIA 30305 Postal EQ-2 EQUIPMENT DETAILS PHONE: (312) 638-5400 E-1 ELECTRICAL DETAILS BEACHESG-1 GROUNDING DETAILS w, ENGINEER Atlantic Blvd S-1 EMBEDMENT DETAILS TC-1 VEHICULAR TRAFFIC CONTROL PLAN KMB DESIGN GROUP, LLC TC-2 PEDESTRIAN TRAFFIC CONTROL PLAN 1800 ROUTE 34, SUITE 209 �_ = = GN-1 GENERAL NOTES WALL, NJ 07719 l I C1+ 1 9 t �lA GN-2 GENERAL NOTES JA90XS911A FOR QUESTIONS EMAIL: DESIGNTEAMQKMBDG.COM = ATLANTIC BEACH,FL 32233 ¢' GN-3 GENERAL NOTES TEL: 732 280-5623 FAX: 732 280-3980 www.KMBDG.com PROPOSED 51'-2"WOOD POLE DO NOT SCALE DRAWINGS N N SHEET TITLE CONTRACTORS SHALL VERIFY ALL PLANS, (E) DIMENSIONS & FIELD Auto - TITLE SHEET arts C CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THEIany ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SHEET NUMBER MAP DATA ©2016 GOOGLEM AP DATA ©2016 GOOGLE T-1 i EXISTING BUILDING (TYP) PARKING m o bi I'l fil e I AREA I EXISTING STORM DRAIN (TYP) 41 0 `\` GRASS AREA PROPOSED H1 / / ! EXISTING POINT OF CONTACT TO BE CLASS WOOD m.�, ,� UTILIZED FOR POWER (TO BE VERIFIED) UTILITY POLE 10F, co / EXISTING POWER CO. r.. '..A UTILITY POLE WITH l ^� TRANSFORMER (1 1 F100T) `D O' Wq Y ry PROJECT NO: 9FLB003561A DRAWN BY: RC rr CHECKED BY: SJB ' co ryy oA Ot-19-17 FOR CLIENT REVIEW ^ / KMB DESIGN GROUP, LLC GRASS-1 S4; ry Stephen A Bra AREA 6 PROFESSIONAL ENGINEER EXHIBIT PHOTO PROPOSED '(1) ELECTRIC OVERHEAD SCALE:NOT TO SCALE LINE AROUND 50' IN LENGTH TO BE INSTALLED (BY POWER COMPANY) / fPit PROPOSED H1 CLASS WOOD UTILITY POLE UTILIZE FOR MOUNtING PROPOSED LESSEE / ANTENNA, RRU AND EQUIPMENT PROPOSED RESTORATION AREA (TYP) APPROXIMATE R.O.W. LINE - ANDAB�ISHED FROM TAX MAPS 1119117 FL LICENSE:68902 E METHOD OF BEST FIT / E IT IS A VIOLATION OF THE LAW FOR ANY ` �O PERSON,UNLESS THEY ARE ACTING UNDER l}i Z� DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT ,A- EXISTING TREE (TYP) 30, EX IS-ING TRAFFIC SIGN (TYP) � E.p P / EXISTING LIGHT POLE (TYP) SITE LOCATION r EXISTING OVERHEAD LINE (TYP) �0 ;f �a FOP / o' I! EXISTING CURB (TYP) / Ne QZ ` GRASS - .�, AREA '- JA90XS911A u ' ATLANTIC BEACH,FL 32233 ct / PROPOSED 51'-2"WOOD POLE N NOTE: SHEET TITLE NOTE: ALL DAMAGED AREAS SHALL BE RESTORED EXHIBIT PHOTO&SITE PLAN -- THIS SITE PLAN WAS GENERATED WITHOUT THE USE OF A TO EQUAL OR BETTER CONDITION. , . SURVEY. PROPERTY LINES, RIIGHT—OF—WAYS, POWER & TELCO UTILITY POINT CONNECTIONS/ROUTES AND y p EASEMENTS SHOWN ON THESE PLANS ARE ESTIMATED. ALL ENLARGED SITE PLAN SHEET NUMBER AERIAL SITE LOCATION ITEMS AND DIMENSIONS SHOULD BE VERIFIED IN THE 3 SP-1 2 FIELD. SCALE:1"=30'-O" (1"=15'-0"ON 22"x34"SHEET) SCALE:NOT TO SCALE mobilifle OIL T/ OF (N) ANTENNA = t 55'-0" T/ OF (N) ANTENNA = f 55'-0" (N) Olv NI-DIRECTIONAL OF (N) ANTENNA = t 53'-6" ANTENNA;TO BE INSTALLED OF (N) ANTENNA = t 53'-6" B/ OF (N) ANTENNA = t 52'-0" B/ OF (N) ANTENNA = t 52'-0" T/ OF (N) POLE = t 51'-2" T/ OF (N) POLE = f 51'-2" PROJECT NO: 9FLB003561A DRAWN BY: RC CHECKED BY: SJB i (N) CLASS 1 WOOD OLE (N) WEATHER HEAD FOR A 01-19-17 FOR CLIENT RENEW NEW 0 ERHEAD UTILITY (N) PO ER CONDUIT & KMB DESIGN GROUP, LLC WIRE PE CoDE. SIZE TBD P tephen A. Brq-xi PROFESSIONAL ENGINEER (N) UEIRELAY ATTACHED WITH �HREADED ROD OF (N) UE RELAY = t17'-6" OF (N) UE RELAY = t17'-6" (N) GPS ANTENNA B/ OF (N) UE RELAY = f17'-0" = MOUNTED TO RADIO B/ OF (N) UE RELAY = f17'-0" (N) RADIO ATTACHED OF (N) RADIO HEAD = f 16'-0" WITH THREADED ROD OF (N) RADIO HEAD = f 16'-0" �___= I d I I FL LICENSE:68902 1119/17 IT IS A VIOLATION OF THE LAW FOR ANY p, PERSON,UNLESS THEY ARE ACTING UNDER THE = f11'-0" (N) AC POWER DISTRIBUTION DIRECTION OF A LICENSED PROFESSIONAL OF (N) AC DISTRIBUTION BOX ATTACHED WITH THREADED ROD I OF (N) AC DISTRIBUTION BOX = ±1 l'-o" ENGINEER,TO ALTER THIS DOCUMENT (N) 100A METER AND DISCONNECT I I ATTACHED WITH THREADED ROD I1 11 OF (N) METER = f6'-6" OF (N) METER = f6'-6" NOTE: * SEE PAGE S-1 FOR MINIMUM EMBEDMENT DEPTH "D" NOTES SIDE VIEW BACK VIEW EXISTING DIRT GROUND GRADE NOTES: GRADE JA90XS911A ATLANTIC BEACH,FL 32233 1. ALL HARDWARE SHALL!BE STAINLESS STEEL. ALL HARDWARE SHALL BE (N) POLE EMBEDMENT EXISTING DIRT GROUND \a STAINLESS STEEL. PROPOSED 51'-2"WOOD POLE 2. ALL CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. ALL a I. :/ NOTE: (N) POLE EMBEDMENT °I I: a CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. o I I * CONTRACTOR TO COMPARE EMBEDMENT DEPTH WITH SHEET TITLE 3. LIGHTNING RODS SHALE. BE INCLUDED AS REQUIRED. LIGHTNING RODS - �` j FINAL STRUCTURAL ANALYSIS REPORT. STRUCTURAL POLE ELEVATIONS CONTRACTOR TO BACKFILL .. SHALL BE INCLUDED AS REQUIRED. REPORT TAKES PRECEDENT PER REQUIREMENTS (SEE � 4. STRUCTURAL BACKFILL TO BE COMPACTED IN 6" MAXIMUM LAYERS TO NOTE 2, FOUNDATIONS, ,: j STRUCTURAL BACKFILL TO BE COMPACTED IN 6" MAXIMUM LAYERS TO \,. % (N} POLE ELEVATIONS SHEET NUMBER GN-3) 95% OF CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY, / STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT \ 1 EV-1 WEIGHT OF 100 POUNDS PER CUBIC FOOT (16kN/m3) SCALE:1' =5 i t I (N) ANTENNA EQUIPMENT CHART (MODEL MAY VARY) NOTE: CABLING DIAGRAM IS FOR CLARITY OF 10TY. DESCRIPTION MANUFACTURER MODEL NUMBER AZIMUTH CABLE DIMENSIONS (HxWxD) WEIGHTmobilmitmie CABLE ROUTE AND TERMINATION ONLY. 1 ANTENNA PLASMA ANTENNAS LONG SBA SC800 TBD 39'-2"f 35.4" X 4.7" DIAMETER 11 LBS CONTRACTOR SHALL INSTALL CABLES 1 UE RELAY AIRSPAN iR460-SPB-ST-1-P-0 TBD 3't 13" X 7" DIAMETER 8.8 LBS WITH MINIMAL VISUAL IMPACT ON PROPOSED H1 CLASS WOOD UTILITY - - POLE. SEE ELEVATION DRAWING FOR 1 GPS TALLYSMAN TW3012/GPS–ANT-3 – – 0.8" X 2.6" DIAMETER 0.3 LBS EQUIPMENT AND ANTENNA LOCATIONS. 1 RADIO AIRSPAN AH4000 – 3'f 20.3" X 10.3" X 8.3 42 LBS 1 AC DISTRIBUTION PANEL TRANSTECTOR 1101-1207-1012 – 1't 12" X 12" X 4" 17 LBS 1 METER SOCKET MILBANK U4801–XL-5T9 – 99'f 19" X 13" X 4.84" 21 LBS 1 NEMA TYPE-3R DISCONNECT SQUARE D D221 NRB – 1'f 9.63" X 7.25" X 3.75" 4.82 LBS NOTE: REFER TO STRUCTURAL ANALYSIS REPORT (SEPARATE DOCUMENT) FOR ADDITIONAL STRUCTURAL INFORMATION. (2) (N) 1/2" DIA. COAX CABLES RUN INSIDE PVC : BILL OF MATERIALS RISER ATTACHED TO POLE 2 CABLING NOTESPROJECT NO: 9FLB003561A SCALE:NOT TO SCALE DRAWN BY: RC A) WOOD, CONCRETE AND EXISTING METALLIC POLES 1) FROM GRADE LINE TO 11'-0" ABOVE GRADE, ALL CHECKED BY: SJB CABLES/CONDUCTORS EXCEPT GROUNDING CONDUCTOR (N) WEATHER HEAD MUSH RUN IN RIGID GALVANIZED STEEL CONDUIT (RGS) II) G';OUNDING CONDUCTORS IN EXPOSED LOCATIONS MUST BE INSTALLED IN PVC. A 01-19-17 FOR CLIENT RENEW (N) POWER CABLE TO BE III) IN EARTH INSTALL PVC CONDUIT FOR BACKHAUL RUN INSIDE PVC RISER ATTACHED TO POLE Q� AND ELECTRICAL SERVICE. TRANSITION TO RGs AT KMB DESIGN GROUP, LLC GRADE LINE. IV) ABOVE 11'-0" ALL CABLES (POWER, ETHERNET, Stephen A. Bra COAXIAL) MUST RUN IN PVC UTILITY POLE RISER. (N) (1) 1" CONDUIT SCH 40 (N) METER AND DISCONNECT PROFESSIONAL ENGINEER � (l,' AT MAJOR EQUIPMENT, EXTEND UTILITY DUCT PVC DUCT RISER FOR IMMEDIATELY ADJACENT TO THE EQUIPMENT. INSTALL EQUIPMENT POWER; SECURED CABLES IN THE UTILITY POLE RISER CREATING WITH S.S. CONDUIT CLAMP CABLE DRIP LOOPS NOT LESS THAN THE CABLE (N) UE RELAY ANTENNA BENDING RADIUS. (N) (1) 1/2" CONDUIT SCH (N) RADIO AND GPS (W/ 80 RIGID GALV. STEEL WITH RF FILTER AS REQUIRED) (2, INSIDE THE UTILITY POLE RISER, UTILIZE " S.S. CONDUIT CLAMP COAX BLOCKS WITH LAG SCREWS TO SUPPORT COAX, RADIO AND MW POWER, RF COAX, AND (N) (2) 2" CONDUIT SCH 40 (N) OMNI DIRECTIONAL ETHERNET CABLES TO WITHIN 12" OF THE PVC DUCT RISER FOR POWER ANTENNA (N) GPS ANTENNA a EQUIPMENT BEING SERVED AND ON INTERVALS NOT SERVICE AND COAX/FIBER; (N) RADIO HEAD TO EXCEED 6'. SECURED WITH S.S. CONDUIT `I V) FOR UNDERGROUND HFC/PUBLIC BACKHAUL, ROUTE I N AC DISTRIBUTION BOX o- ETHERNET CABLE IN CONDUIT UP THE POLE AND I / FL LICENSE:68902 1/19/17 { ) ENTER THE UTILITY POLE RISER. SEAL EXPOSED END 1 112 OF CONDUIT WITH A CABLE TERMINATION FITTING. �0 IT IS A VIOLATION OF THE LAW FOR ANY (N) 1/2" DIA. POWER a a VI) BY APPROVAL IN SELECT CASES LIQUID–TIGHT — PERSON,UNLESS THEY ARE ACTING UNDER THE 9 DIRECTION OF A LICENSED PROFESSIONAL CABLE RUN INSIDE PVC FLEXIBLE METALLIC CONDUIT (LFMC) MAY BE USED IN ;e ( ENGINEER,TO ALTER THIS DOCUMENT RISER ATTACHED TO POLE LENGTHS NOT TO EXCEED 36" TO EXTEND THE 2/ 3 ELECTRICAL SERVICE CONDUIT TO THE AC (N) POWER CABLE TO BE a a DISTRIBUTION BOX. EXAMPLE: UTILITY–REQUIRED (N) UE RELAY ANTENNA RUN INSIDE RIGID DISCONNECT ON POLE W/ AC DISTRIBUTION BOX ON I GALVANIZED STEEL CONDUIT OPPOSITE SIDE OF POLE. I ATTACHED TO POLE Y ANTENNA B) NEW METALLIC POLES (N) STANUE D FF MOUNT DISCONNECT I � 30" X 30" I � (N) METER AND DISCON 1) PROCURE NEW POLES WITH SUITABLE HAND HOLES CLIMB SPACE SUCH THAT HAND HOLES EXIST AT ALL EQUIPMENT (N) AC POWER DISTRIBUTION LOCATIONS. I I (1'1 WITH CLIENT APPROVAL IN SELECT CASES TO FACILITATE IMPROVED APPEARANCE, lh" COAXIAL CABLES MAY BE "SUPERFLEX" IN LIEU OF LDF-4. PROPOSED POLE 11) WHERE POSSIBLE, INSTALL POLE BASE SUCH THAT THE L__— v——— e J ELECTRICAL FEED AND BACKHAUL (IF UNDERGROUND) CIRCUIT ENTER THE POLE THROUGH THE POLE BASE. IF A GRADE DISCONNECTING MEANS SEPARATE FROM THE AC JA90XS911A i DISTRIBUTION BOX IS REQUIRED BY JURISDICTION OR UTILITY, WITH APPROVAL IN SELECT CASES LIQUID–TIGHT EDGE OF PAVEMENT ATLANTIC BEACH,FL 32233 FLEXIBLE METALLIC CONDUIT (LFMC) MAY BE USED IN PROPOSED 51'-2"WOOD POLE l aD LENGTHS NOT TO EXCEED 36" TO EXTEND THE ELECTRICAL I I:. SERVICE CONDUIT TO THE AC DISTRIBUTION BOX. POLE EMBEDMENT SHEET TITLE \� PLUMBING&RISER DIAGRAM PLUMBING DIAGRAM ,I RISER DIAGRAM 3 SHEET LU1 ER SCALE,,NOT TO SCALE SCALE:NOT TO SCALE MANUFACTURER:AIRSPAN MANUFACTURER: L4N URER: MODEL:iR460-SPB-ST-1-P-0 TRANSTECTOR TENNAS (OR APPROVED EQUAL) NG SBA 5C-800 HEIGHT:13 IN MODEL:1101-1207-1012 .4 IN DIAMETER:7INfti HEIGHT:12 IN 4.7 IN 0 WEIGHT:8.8 LBS ry � WIDTH:12 IN DEPTH:4 IN ¢,mobi r f, .m LBS WEIGHT:17 LBS 12" �Ivesma ( mr*wn BOTTOMTRANSTECTOR . . . . .nnas 7" P 12" DETAIL A ll, 7 filln. N o. : o ° ELEVATION DETAIL B ° ° `° ° � --4��--� FRONT PLAN BOTTOM FRONT SIDE PROJECT NO: 9FLB003561A PLASMA SBA SC-800 OMNI (1341 j NCT SE 1 UE RELAY iR460-SPB-ST-1-P-0 N.T.S. NOT USED NCT SSALE 7 TRANSTECTOR 1101-1207-1012 NCT SSALE 10 DRAWN BY: RC CHECKED BY: SJB MANUFACTURER: MANUFACTURER:AIRSPAN SQUARE-D . MODEL:AH 4000 3 1/8' 10 3/8" -' MODEL:D221 NRB HAR40-CN-U26M1-B06AP1(B26) T HAR40-EFCN-U41-B06AP1(641) T 4r5/16" (TYP.) (OR APR DISCONNECT (OR APPROVED EQUAL) Q (OR APPROVED EQUAL) PLAN HEIGHT:20.3 IN — — — — — OD 5.6" HEIGHT:9.63 IN A 01-19-17 FOR CLIENT REVIEW WIDTH:10.3 IN , WIDTH:7.25 IN DEPTH:8.31N r El; — DEPTH:3.75 IN KMB DESIGN GROUP, LLC N — -- N - PLAN WEIGHT:4.821BS WEIGHT:42 LBS r� M � _ u7 �" 0.3" s.3"� 2 ;;2 I� DETAIL A �aLaA�E nStephen A. Bra BACK SIDE PLAN " " Schneider Electric PROFESSIONAL ENGINEER 7.25 � --�{ 3.75 i 10 3/8 i� . _F X85/16" (TYP.) ° No o 00 00 - - - - 1 3/8- OIL N M O �j 0 I0 L_� � FRONT SIDE BOTTOM FRONT TOP FRONT SIDE FRONT SIDE FL LICENSE:68942 1/19117 IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL AIRSPAN RADIO AH4000 NCT SE 2 iR460 STAND-OFF SCALE 5 iR460 FLUSH MOUNT SCALE 8 NEMA TYPE-3R DISCONNECT SAL CT SE 11 ENGINEER,TO ALTER THIS DOCUMENT N.T.S. N.T.S. MANUFACTURER:AIRSPAN MANUFACTURER:FAITH MANUFACTURER:TALLYSMAN MANUFACTURER:MILBANK { 2.9 9.25" MODEL:TBD MODEL:TBD MODEL:TW3012(Conical) MODEL:U4801-XL-5T9 (OR APPROVED EQUAL) (OR APPROVED EQUAL) HEIGHT:3 IN (OR APPROVED EQUAL) °0 ° d° HEIGHT:20.8 INHEIGHT:29 IN DIAMETER:2.6 IN HEIGHT:19 IN WIDTH:9.25 IN WIDTH:11.5 IN WEIGHT:0.33 LBS WIDTH:13 IN lel DEPTH:2.9 IN DEPTH:11 IN DEPTH:4.84 1N WEIGHT:6.6 LBS WEIGHT:TBD WEIGHT:21 LBS °o o° PLAN SCREEN ma PLAN All-van �tTi, x.. _._. ELECTRICAL CONTRACTOR �-�13 4.84" -- " O O N N 2.6" ` N P —� JA90XS911A o, ATLANTIC BEACH,FL 32233 OD ° ° ( PROPOSED 51'-2"WOOD POLE t; NSHEET N TITLE o o EQUIPMENT DETAILS . SCREEN PROBIT SIDE 2 ISOMETRIC ELEVATION PLAN SIDE FRONT r PLAN FRONT SIDE SHEET NUMBER SCALE b, SCALE SCALE SCALE EQ-1 AIRSPAN RADIO MOUNT N.T.S. 3 FAITH %SUN SHIELD N.r.s. 6 TALLYSMAN GPS ANTENNA N.T.S. � MILBANK METER SOCKET N.T.S. 12 4" (N) THROUGH BOLT, PROPOSED H1 NOT TO PROTRUDE CLASS WOOD UTILITY MORE THAN 2" POLE PROPOSED H1 CLASS WOOD UTILITY POLE (N) POLE ` N MOUNTED N EQUIPMENT (N) 2500 MHz N (N) 1/2"0 A36 _ OMNI—DIRECTIONAL ANTENNA (N) EQUIPMENT N THROUGH BOLT, NOT 4 MOUNTING BRACKET TO PROTRUDE MORE THAN 2" (TYP.) N I 0 o I (N) POLE -------:=s MOUNTED EQUIPMENT (N) EQUIPMENT 0 01 MOUNTING BRACKET 25 DEGREE FINE PROJECT NO: 9FLB003561A ROTATION BOLTS DRAWN BY: RC 3 PILLARS OF 9" CHECKED BY: SJB TOP VIEW SIDE VIEW A 01-19-17 FOR CLIENT REVIEW KMB DESIGN CROUP, LLC POLE 6"-10" ephen A. lira DIAMETER EQUIPMENT MOUNTING DETAIL � I ANTENNA MOUNTING DETAIL3 PROFESSIONAL ENGINEER SCALE:NOT TO SCALE SCALE:NOT TO SCALE 5" 5" OTICE Mobilitie, LLC (N) 1/2" COAX FROM RADIO TO ANTENNA (TYP.) PROPOSED H1 In case of Emergency Contact CLASS WOOD UTILITY POLE E-mail: MNOC@mobilitie.com FL LICENSE:68942 1/19/17 Radio frequency fields beyond this (N) TOWER STANDOFF 0D point may exceed the FCC general IT IS A VIOLATION OF THE LAW FOR ANY y 9 Phone: (877)244-7889 PERSON,UNLESS THEY ARE ACTING UNDER THE (VALMONT STK SERIES OR public exposure limit. DIRECTION OF A LICENSED PROFESSIONAL EQUIVALENT) Obey all posted signs and site guidelines for Please Reference Site ID ENGINEER,TO ALTER THIS DOCUMENT working in radio frequency environments. SITE ID: 9FLB003561A - Site ID 9FLB003561A Contact 877-244-7889 FCC ID (N) 1/2" SNAP—IN ma000ma mFae,aic mFR1,137(b) so^tiles (VALMONT 12SH-3 OR (N) STAINLESS STEEL BANDING (TYP.) ^�adiofre4 � issjo 47 CFR 1.1307(b) EQUIVALENT) MANUFACTURED BY BAND—IT #C40699, _ 3/4" WITH C45699 BUCKLES, OR APPROVED EQUAL ANTENNA SIGNAGE: ON WOOD POLES — SIGN ON ALUMINUM WITH SS SCREW TO THE POLE OWNER OPERATOR NOTE: SIGN PLACEMENT: SITE ID LABEL TO BE AFFIXED AT OR NEAR THE AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL POINT OF POWER CONNECTION WITH TZeS241 RF ANTENNA(S) LABELING TAPE OR EQUIVALENT BLACK ON WHITE NOTE: LABELING TAPE OF AT LEAST 18mm WIDTH WITH JA90XS911A SPACE SNAP—INS PER SIZE APPROX. 8" x 5" EXTRA—STRENGTH .ADHESIVE. USE ANY COMPATIBLE CABLE MANUFACTURER'S P—TOUCH LABEL MAKER. TEXT SHOULD BE ATLANTIC BEACH,FL 32233 SPECIFICATIONS PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT PROPOSED 51'-2"WOOD POLE OF 1/2". SHEET TITLE ANTENNA SIGNAGE EMERGENCY CONTACT SIGN EQUIPMENT DETAILS CABLE MOUNTING DETAIL POLE MOUNTED SIGNS SHEET NUMBER 2 4 ECS-2 SCALE:NOT TO iiCALE SCALE:NOT TO SCALE 7 AMP CIRCUIT BREAKER #1 5 AMP CIRCUIT BREAKER #2 5 AMP CIRCUIT BREAKER #3 20 AMP CIRCUIT BREAKER Aft (N) UE O O RELAY @D O O O 0 0 0 0 LINE IN CAT-5E RUN INSIDE 3/4" SCH. 80 PVC CONDUIT RISER ATTACHED TO POLE (N) HOT TO RADIO NEUTRAL TO RADIO REMOTE= RADIO HEAD O NEUTRAL/GROUND Ll L BONDING STRIP NOTE: 3/4" PVC SCH. 80 PVC CONDUIT NG BOND REQUIRED WITH 2#6, 1#6 GND, CU, THHN/THWN-2 TO UTILITY SERVICE PROJECT NO: 9FLB003561A NEUTRAL IN m OUT TO RADIO FROM UTILITY SERVICE W/ DRAWN BY: RC 20A MCB, 22 KAIC (VERIFY), DISTRIBUTION o I b 120/240 SINGLE PHASE CHECKED BY: SJB PANEL (RATED NEMA 3R). INCLUDE 7A CB 0 FOR RRU AND (2) 5A CB FOR MW TRANSTECTOR EXPORT 3/4" RIGID GALVANIZED STEEL CONDUIT AC DISTRIBUTION BOXoo A 01-19-17 FOR CLIENT REVIEW WITH 2#6, 1#6 GND, CU, THHN/THWN-2 RMB DESIGN GROUP, LLC UTILITY POLE MOUNTED ELECTRICAL SERVICE to A Rra METER, 20 AMPERE, 120/240 VOLT, 1 CM h6r��en 1 L PHASE, 3 WIRE, 4 JAW COMMERCIAL METER PULL—OUT COMBINATION SAFETY BOX AND BREAKER SCHEDULE PROFESSIONAL ENGINEER TEST BY—PASS FACILITIES. COPPER B—LINE #U 11 14B, 22,000 A/C. (VERIFY WITH UTILITY) SCALE:NOT TO SCALE 1" RIGID GALVANIZED STEEL CONDUIT WITH 2#6, 1#6 GND, CU, THHN/THWN-2 Max PowL r Max Sub n (W) Current(A) KVA kWh/Yr Notes NEMA AirHarmony1000 LTE Bas eStation 300 2.56 0.3 2628 Max Current from Rated Current on UL a uivalent grant. Max Power calculated from Max Currentx 120 TYPE iR ISCONNEC Ai rHa rmony 4000 LTE BaseStation 540 4.50 0.54 4730.4 Max Current from Rated Current on UL equivalent grant. Max Power calculated from Max Current x120 SWITCH Max power from Nokia data sheet and includes POE output power. Max current is calculated by NSN-B26 High LTE Base Station 360 4.00 0.36 3153.6 dividing max power by minimal operating voltage. KVAis calculated assuming PF=1 and using max Max power from Nokia data sheet and includes POE output power, Max current is calculated by NSN-B41High LTE Ba seStation 360 4.06 0.36 3153.6 dividi ng max power by mini mal operating voltage. KVA is calculated assumi ng PF=1 andusingmax Max power from Nokia data sheet and incl udes POE output power. Max current is calculated by NSN-B41Low LTE BaseStation 135 1.50 0.135 1182.6 dividing max power by minimal operati ng voltage. KVA is calculated assuming PF=1 and using max FL LICENSE:68902 1/19/17 (N) POWER SERVICE IN 2" RIGID GALVANIZED STEEL CONDUIT WITH 3#2 CU, THHN/THWN ED Fastback IBR-1211-38 Microwave Radi ITIS A VIOLATION OF THE LAW FOR ANY N/A N/A N/A NJA Consumption Accounted for in POE Injector load PERSON,UNLESS THEY ARE ACTING UNDER THE Max power outputfrom OEM data sheet Max current is calculated as max power output divided by DIENGNOER,TO LICALTENSED THIS DOCUMENT PROFESSIONAL Fastback lBR-AC-PO4 POE Injector 60 0.67 0.06 525.6 minimal opera rtin voltage. KVAis calculated assumingPF=1 and usingmax power. Airspan IR460 UE Relay N/A N/A N/A N/A Consumption accounted for in Radio Consumption Nokia UE Relay N/A N/A N/A N/A Consumption accounted for in Radio Consumption GRADE Airspan Scenario 2 AH4000 High Power Radio and UE Backhaul Max Power MaxUnit Sub I Description AirHarmon 4000 LTE Base Station 540 4.50 0.54 4730.4 Airs an IR460 UE Relay N/A N/A N/A N/A j Total 540 4.50 0.54 4730.4 i I JA90XS911A ATLANTIC BEACH,FL 32233 PROPOSED 51'-2"WOOD POLE SHEET TITLE ELECTRICAL DETAILS ONE-LINE DIAGRAM LOAD CALCULATIONS SHEET NUMBER 1 3 E-1 SCALE:NOT TO SCALE SCALE:NOT TO SCALE LEGEND ■ CADWELD CONNECTION (N) OMNI-DIRECTIONAL- o MECHANICAL CONNECTION ANTENNA NOTE: COMPRESSION CONNECTION CONTRACTOR TO SURROUND COMPLETED CONNECTION WITH HEAT-SHRINK TUBING TO ENSURE WEATHER PROOF CONNECTION (N) MECHANICAL CONNECTION NOTE: GROUNDING RISER FOR DIAGRAMMATIC PURPOSES ONLY. SEE ELEVATION DRAWING FOR EQUIPMENT AND ANTENNA LOCATIONS. #6 THHN/THWN GREEN STRANDED FROM EQUIPMENT TO MAIN GROUND CONDUCTOR, TYP. (N) #6 THHN/TH N GREEN INSULATED STRANDED GROUND (TYP.) THIN WALL C-TAP WITH I UE RELAY GREEN DYE INDEX ANTENNA IPROJECT NO: 9FLB003561A DRAWN BY: RC CHECKED BY: SJB #6 SOLID TIN COATED MAIN GROUND CONDUCTOR • REMOTE RADIO HEAD A 01-19-17 FOR CLIENT REVIEW MB DESIGN GROUP, LLC Stephen A. Bra AC DIST PROFESSIONAL ENGINEER C-TAP DETAIL #6 SOLI Q TIN COATED MAIN PANEL 1 GROUND CONDUCTOR SCALE:NOT TO SCALE DISCONNECT SWITCH I FL LICENSE:68902 1/19117 IT IS A VIOLATION OF THE LAW FOR ANY �p�y��� METER SOCKET PERSON,UNLESS THEY ARE ACTING UNDER THE TYPE HS TYPE 2-YA-2 TYPE XA JJLL_JLLS - DIRECTION A LICENSED PROFESSIONAL ENGINEER,, TO ALTER THIS DOCUMENT I NOTES: TYPE TA TYPE VN TYPE NC TYPE 1. ALL RGS TO BE GROUNDED AT BOTH ENDS USING GROUNDING BUSHINGS 2. GROUND WIRE TO BE RUN IN 1/2" SCHEDULE 40 PVC. I TYPE W TYPE VS TYPE VB TYPE PT Ifff-m • GRADE DRIVE GROUND ROD TO A MINIMUM DEPTH NOTE: OF 30" OR 6" BELOW FROST-LINE ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. a CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE \ JA90XS911A USED FOR THIS PROJECT. \� .� \ ATLANTIC BEACH,FL 32233 <. � PROPOSED 51'-2"WOOD POLE (N) 5/8" X 8'-0" COPPER CLAD STEEL GROUND ROD SHEET TITLE GROUNDING DETAILS � \/\ GROUNDING RISER DIAGRAM SHEET NUMBER WELD CONNECTION DETAILS 3 G-1 2 SCALE:NOT TO SCALE SCALE:NOT TO SCALE GENCRAL NOTES. 1)CONTRACTOR SHALL PROVIDE A DETAILED METHOD OF PROCEDURE(MOP)TO THE ENGINEER OF - POLE ORDERING & STRUCTURAL EMBEDMENT RECORD FOR REVIEW PRIOR TO MOBILIZING TO THE SITE AND COMMENCING AN'CONSTRUCTION WIND-LOAD ZONE: 130 MPH ACTIVITIES. THE MOP SHALL ENSURE ALL APPROPRIATE CODES OF PRACTICE ARE FOLLOWED IN ACCORDANCE WITH OSHA FOR ALL ACTIVITIES. FACTORS THAT SHALL BE CONSIDERED INCLUDE BUT STANDARD POLE: ARE NOT LIMITED TO: a.TRANSPORTATION OF ALL MATERIALS AND EQUIPMENT "STANDARD" POLE OVERALL LENGTH (OAQ: 65 FT b.PPE AGL LENGTH: 51.16 FT mob ii I mitfle c.MATERIALS AND EQUIPMENT STAGING d.TRAFFIC CONTROL EMBEDMENT DEPTH "D": 13.83 FT e.CONTAINMENT OF DRILL SLURRY FLUIDS CUSTOM POLE: f. TEMPORARY WORKS SUPPORT FOR DRILL EQUIPMENT AND POLE 2)CONTRACTOR SHALL ENSURE THAN AN 811 UTILITY MARK OUT HAS BEEN COMPL=TED AND THAT ALL * CUSTOM POLE OVERALL LENGTH (OAQ: 60.66 FT BELOW AND ABOVE GROUND UTILITIES ARE DOCUMENTED. AGL LENGTH: 51.16 FT 3)THIS DRAWING SUPPLEMENTS THE GENERAL CONSTRUCTION DRAWINGS FOR THE PROJECT AND SHALL BE READ IN CONJUNCTION WITH THE PE SIGNED AND SEALED CONSTRUCTION DRAWINGS BY KMB ** CUSTOM EMBEDMENT DEPTH "D": 9.5 FT DESIGN GROUP,LLC REVISED TO STATE"ISSUED FOR CONSTRUCTION" * CUSTOM POLE LENGTH OAL RECOMMENDED. 4)CONTRACTOR SHALL COMPLY WITH ALL RELEVANT SECTIONS OF 2015 INTERNATIONAL BUILDING CODE ** CUSTOM EMBEDMENT DEPTH BASED ON STRUCTURAL CHAPTER 18 AND THE USDOTFAA DRILLED SHAFT CONSTRUCTION PROCEDURES. ANALYSIS PERFORMED TO ACCOUNT FOR REGIONAL CONCRETE WIND LOADING SOIL DATA AND AGL HEIGHT. 1)DRILLED SHAFTS SHALL BE FILLED WITH CLASS B-2 CONCRETE. AN AIR ENTRAINft9ENT ADMIXTURE 1. CONTRACTOR SHALL CONTACT 7-HE ENGINEER TO SHALL BE USED.IN ADDITION A HIGH RANGE WATER-REDUCING ADMIXTURE MAY 13E USED TO INCREASE VERIFY POLE EMBEDDED DEPTH ON A SITE BASIS. THE SLUMP TO A MAXIMUM OF 9 INCHES±1 INCH.IF USED,THE WATER-REDUCING ADMIXTURE SHALL BE iv PROPOSED STEEL OR 2. ALL POLES ARE SUBJECT TO ENGINEERING REVIEW ADDED ONLY AFTER THE CONCRETE HAS REACHED THE JOB SITE TO REDUCE THE POTENTIAL FOR I WOOD POLE AND ANALYSIS. IF PROJECT N0: 9FLB003561A FLASH SETTING.THE CONCRETE MIX SHALL BE DENSE,HOMOGENEOUS,FLUID AND RESISTANT TO U) / 3. EMBEDDED DEPTH VALUES DO NOT INCLUDE THE SEGREGATION,AND SHALL CONSOLIDATE UNDER SELF-WEIGHT.THE CONCRETE MIX SHALL HAVE A SET DEPTH OF BASE STONE AND ARE MINIMUM VALUES. DRAWN BY: RC TIME THAT ENSURES THAT FLUIDITY IS MAINTAINED THROUGHOUT THE SHAFT C NCRETE PLACEMENT 4. CONTRACTOR TO PROVIDE THE ENGINEER AND REMOVAL OF TEMPORARY CASING,IF USED.A CONCRETE RETARDER IN ACCORDANCE WITH PHOTOGRAPHS OF TAPED FOUNDATION DEPTHS CHECKED BY: SJB AASHTO M 194,TYPE B,MAY BE INCORPORATED INTO THE MIX TO RETARD SETA'PROXIMATELY TWO PRIOR AND POST STONE PLACEMENT. HOURS. 2)IN SITUATIONS WITH EXCESSIVE GROUND WATER OR FOUNDATION FLOODING ALL CONCRETE SHALL BE PLACED USING THE TREMIE METHOD. CONCRETE MIX DESIGN SHALL FOLLOW ACI 211.1 GUIDELINES. CONTRACTOR SHALL ENSURE THAT THE DRILLED SHAFT HAS SUFFICIENT WORKING ACCESS FOR A 01-19-17 FOR CLIENT REVIEW CONCRETE PLACEMENT COMMENCING AT THE BASE OF THE SHAFT AND SHALL BE:PLACE IN A SLOW AND STEADY RATE. CONCRETE SHALL NOT BE PERMITTED TO FALL INTO THE SHAFT. KMB DESIGN GROUP, LLC 3)CONCRETE MIX ALONG WITH APPROVED ACCELERATORS SHALL BE DESIGNED TO PROVIDE AN INITIAL Stephen A. Bra COMPRESSIVE STRENGTH OF 3,000 PSF WITHIN 6HRS AND A 28 DAY COMPRESSIVESTRENGTH OF 5,000 PSI. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A DETAILED CONCRETE MIX DESIGN FROM THE PROFESSIONAL ENGINEER CONCRETE PLANT INCLUDING ALL PROPOSED ADDITIVES.A SUITABLE STRENGTH RAPID HARDENING ADMIXTURE IS SIKA RAPID-1.THIS ADDITIVE MIGHT NOT BE SUITABLE FOR ALL CIRDUMSTANCES AND ANY PRODUCT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. —GROUND REINSTATED i TO MATCH EXISTING GRADE \ \ \ \ \ \ \ \ \ \ \ \ \ / j%%%%�/\� ,\ \ \ \ \\/\\\\//\\/\\//\\//\ FL LICENSE:6$902 1/19/17 Z \\\\\\\\\\ \ \ \ \ \ / / / / / / / / Xx ZIT IS A VIOLATION OF THE LAW FOR ANY O \\/\\/\\/ :; \\/\\/\\/\\/\\/\\/\\/\\/\\/\\� PERSON,UNLESS THEY ARE ACTING UNDER THE //\//\//\//\//\//\//\//\//\// //\//\//\//\//\//\//\//\//\// DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT p Z)0 LL_O /\\/\\/ \\\\\\\\\\\\\\\\\\\\\\\\\�\ \\//\\//\\//\\/ \ o O o ij�ijj�ijjj�� , BUTT DIAMETER 19.347' f— LL- V) i w W w w % t— 0, j\\j�\j\\j\\/�\jam; m m M W Qq� \\\\ ' \\ \\\\\\\\\ /\/\/\/\/ \/\/�\S%\/\/ (n �//0/�//�X//X/ CONCRETE FOUNDATION 'Ni\\i\\i\\/\\i BACKFILL ASTM #57 STONE TO BE PLACED IN EXCAVATION � // / \\\ FOR A MINIMUM DEPTH /�/��y\\ \�//\//\//\/// OF TWO FEET BELOW PROPOSED EMBEDDED JA90XS911 A 6" FOUNDATION DEPTH ATLANTIC BEACH,FL 32233 1 iIPROPOSED 51'-2"WOOD POLE TYP FOUNDATION WIDTH "W" SHALL BE A MINIMUM OF ONE FOOT GREATER SHEET TITLE THAN POLE BASE DIAMETER POLE FOUNDATION DETAILS UTILITY POLE FOUNDATION SHEET NUMBER 1 S-1 SCALE:NOT TO SCALE I I i PLAN NOTES: 1. PLANS DEPICTED ARE GENERAL GUIDELINES FOR TEMPORARY VEHICULAR TRAFFIC CONTROL PLANS (TCP) TO INCLUDE PEDESTRIAN AND WORKER SAFETY. CONTRACTOR IS REQUIRED TO HAVE PREPARED A SITE-SPECIFIC TCP FOR REVIEW AND APPROVAL BY THE HIGHWAY AUTHORITY HAVING JURISDICTION. IF REQUIRED, THE FIRM PREPARING THE TCP SHALL BE AUTHORIZED OR CERTIFIED BY THE AUTHORITY HAVING JURISDICTION. m o bi I im t I e 2. EXTEND CHANNELIZATION DEVICES INTO SHOULDER WHERE APPLICABLE. i 3. DISTANCES AS INDICATED IN TABLE 1 SHOULD BE INCREASED FOR CONDITIONS THAT WOULD AFFECT STOPPING. DISTANCE SUCH AS DOWNGRADES OR LIMITED SIGHT DISTANCES. DISTANCES CAN BE DECREASED FOR LOW-SPEED (RESIDENTIAL) AREAS WITH APPROVAL BY THE AUTHORITY HIkVING JURISDICTION. NIGHT-TIME WORK IS PROHIBITED UNLESS IT IS REQUIRED AS A CONDITION OF APPROVAL BY THE HIGHWAY AND LOCAL AUTHORITY HAVING JURISDICTION. 4. SHOULDER TAPERS SHOULD BE 1/3 OF THE ON-STREET TAPER LENGTH. 5. MAINTAIN A MINIMUM LANE WIDTH OF 10'. 6. CONTRACTOR IS REQUIRED TO INPUT ALL LANE CLOSURES ON A STATE HIGHWAY IN THE LANE CLOSURE INFORMATION SYSTEM (HTTPS://LCIS.DOT.STATE.FL.US) 14 DAYS PRIOR TO THE: CLOSURE. f PROJECT NO: 9FLB003561A DRAWN BY: RC U) w= z O H Q CHECKED BY: SJB Q �Ow Y� �¢ Q Z I LA 01-19-17 FOR CLIENT RENEW KMB DESIGN GROUP, LLG Z 50' 1z L (FT) MIN. A B C o Stephen A. Bra PROFESSIONAL ENGINEER j I ■ I I ■ 1 C B A SHIFT TAPER BUFFER Y2 L (FT) SPACE SEE TABLE 1 \_(N) CHANNELIZING - SIGN DEVICES (TYP.) z TABLE 1 FL LICENSE:68902 1/19/17 n: � D j F- m -�j D DISTANCE IT IS A VIOLATION OF THE LAW FOR ANY \/ Z POSTED PERSON,UNLESS THEY ARE ACTING UNDER THE rn SPEED BETWEEN TAPER BUFFER DIRECT ON OF A LICENSED PROFESSIONAL j CONSTRUCTION VEHICLE (MPH) SIGNS ENGINEER,TO ALTER THIS DOCUMENT PARKING & WORK AREA A B C L SEE NOTE 15 100' 100' 100' 45' 100' 20 100' 100' 100' 80' __Fl-5' 25 100' 100' 100' 125' 155' 30 200' 200' 200' 180' 200' ' 35 200' 200' 200' 245' 250' 40 350' 350' 350' 320' 305' 45 350' 350' 350' 540' 360' 50 500' 500' 500' 600' 425' ! 55 500' 500' 500' 660' 495' 60 500' 500' 500' 720' 570' 65 500' 500' 500' 780' 645' NOTES: A DISTANCES IN FEET UNLESS OTHERWISE NOTED. B CONTRACTOR TO VERIFY E SPEED LIMIT. C) DISTANCES SHOWN ARE NOT VALID FOR LIMITED ACCESS HIGHWAYS. CONSULT STATE DOT MANUAL FOR DISTANCES. JA90XS911A D) ADJUST DISTANCES TO COMPLY WITH REQUIREMENT OF THE STATE OR LOCAL HIGHWAY AUTHORITY HAVING ATLANTIC BEACH,FL 32233 JURISDICTION. SEE NOTE 1, SHEET TC-2. PROPOSED 51'-2"WOOD POLE E) TAPER LENGTHS SHOWN BASED ON 12' LANE WIDTH, SEE NOTE 18, SHEET TC-2 SHEET TITLE VEHICULAR TRAFFIC VEHICULAR TRAFFIC CONTROL PLAN - CONTROL PLAN LANE SHIFT SHEET NUMBER SCALE:NOT TO SCALE TC-1 TRAFFIC CONTROL GENERAL NOTES 1. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE, LAYOUTS AND PROCEDURES SHALL COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, WHICHEVER IS MORE STRINGENT. 2. PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND mobi i ie DEVICES SHALL BE IN PLACE. 3. TRAFFIC CONTROL DEVICES FOR LANE CLOSURES INCLUDING SIGNS, � � � (OPTIONAL) CONES, BARRICADES, ETC. SHALL BE PLACED AS SHOWN ON PLA\IS. SIGNS SHALL NOT BE PLACED WITHOUT ACTUAL LANE CLOSURES AND o a D �m a- SHALL BE IMMEDIATELY REMOVED UPON REMOVAL OF THE CLOSURES. ti m� omw I_cn TRAFFIC OR n n * 0 0 4. SELECTION, PLACEMENT, MAINTENANCE, AND PROTECTION OF TRAFFIC, "m' oo -z U-1 0 PEDESTRIANS, AND WORKERS SHALL BE IN ACCORDANCE WITH THE PEDESTRIAN o MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - PART VI SIGNAL (TYP.) "TEMPORARY TRAFFIC CONTROL", AND LOCAL JURISDICTIONAL REQUIREMENTS UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS, AND SHALL BE APPROVED BY THE APPROPRIATE HIGHWAY AUTHORITY HAVING JURISDICTION. 5. ADVANCE WARNING SIGNS, DISTANCES, AND TAPER LENGTHS MAY BE o EXTENDED TO ADJUST FOR REDUCED VISIBILITY DUE TO HORIZONTAL w AND VERTICAL CURVATURE OF THE ROADWAY AND FOR ACTUAL � m TRAFFIC SPEEDS IF IN EXCESS OF POSTED SPEED LIMITS. = D 00 6. TAPERS SHALL BE LOCATED TO MAXIMIZE THE VISIBILITY OF THEIR m o PROJECT No: sFLBoo3561A TOTAL LENGTH. m TEMPORARY MARKING o FOR CROSSWALK LINES DRAWN BY: RC 7. CONFLICTING OR NON-OPERATING SIGNAL INDICATIONS ON THE M (CROSS-HATCHING CHECKED BY: SJB (E) TRAFFIC SIGNAL SYSTEMS SHALL BE BAGGED OR COVERED. OPTIONAL) 1 8. ALL (E) ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE D c PAVEMENT REFLECTORS WHICH CONFLICT WITH THE (N) TRAFFIC m o F w W CONTROL PLAN SHALL BE COVERED, REMOVED, OR RELOCATED. A+_L o; oo W TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO MATCH Y W rr<L A of-ts-n FOR CLIENT REVIEW PRE-CONSTRUCTION CONDITION AFTER COMPLETION OF WORK. ¢a 0 J LU KMB DESIGN GROUP, LLG 9. CONTRACTOR SHALL CONTACT LOCAL AUTHORITY HAVING HIGHWAY JURISDICTION AND PROVIDE ADDITIONAL "FLAGMEN" OR POLICE (N) POLE SUPERVISION, IF REQUIRED. LOCATION Stephen A. Bra 10. ALL EXCAVATED AREAS WITHIN OR ADJACENT TO THE ROADWAY PROFESSIONAL ENGINEER SHALL BE BACKFILLED AND PLACED ON A MINIMUM 6H:1V SLOPE SIDEWALK PRIOR TO END OF EACH WORK DAY. OTHER EXCAVATED AREAS BARRICADE (TYP.) _ WITHIN THE CLEAR ZONE ARE TO BE EITHER BACKFILLED OR a PRECAST CONCRETE CURB BARRIER CONSTRUCTION BARRIER SET ' 0 TEMPORARILY IN PLACE TO SHIELD VEHICULAR AND PEDESTRIAN TRAFFIC. 11. WHERE DICTATED BY LOCAL CONDITIONS, THE CONTRACTOR SHALL SIDEWALK MAKE PROVISIONS FOR MAINTAINING PEDESTRIAN AND WORKER CLOSED CROSSING LOCATIONS IN ACCORDANCE WITH ALL APPLICABLE CODES AND OSHA REQUIREMENTS. SIDEWALK CLOSED 12. CONSTRUCTION ZONE SPEED LIMIT IF REDUCED FROM POSTED LIMITS AHEAD � SHALL BE IN ACCORDANCE WITH MUTCD AND WILL BE DETERMINED CROSS HERE BY THE AUTHORITY HAVING JURISDICTION. FL LICENSE:68902 1/19/17 IT IS A VIOLATION OF THE LAW FOR ANY 13. THERE SHALL BE NO WORKERS, EQUIPMENT, OR OTHER VEHICLES IN RER RE OUNLESS THEY ARE ACTNLICENSED F UNDER THE ESSIONATHE BUFFER SPACE OR THE ROLL AHEAD SPACE. DIENGNEER,TO ALTERTHIS DOCUMENT L 14. DRIVEWAYS AND/OR SIDE STREETS ENTERING THE ROADWAY AFTER THE FIRST ADVANCE WARNING SIGN SHALL BE PROVIDED WITH AT LEAST ONE W20-1 SIGN (ROAD WORK AHEAD) AS A MINIMUM. 15. CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION PROVIDED THEY COMPLY WITH MUTCD. 71 El E: ' I 16. THE SPACING BETWEEN CONES, TUBULAR MARKERS, VERTICAL PANELS, DRUMS, AND BARRICADES SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL TO 1.0 TIMES THE SPEED LIMIT IN MPH WHEN USED FOR TAPER eli CHANNELIZATION, AND A DISTANCE IN FEET EQUAL TO 2.0 TIMES THE SPEED n 1Y LIMIT IN MPH WHEN USED FOR TANGENT CHANNELIZATION. , " 17. WHEN CHANNELIZATION DEVICES HAVE THE POTENTIAL OF LEADING VEHICULAR j n<AHEAD TRAFFIC OUT OF THE INTENDED VEHICULAR TRAFFIC SPACE, THE CHANNELIZATION DEVICES SHOULD BE EXTENDED A DISTANCE IN FEET OF 2.0 TIME`. THE SPEED LIMIT IN MPH BEYOND THE DOWNSTREAM END OF THE TRANSITION AREA. 18. TAPER LENGTHS ARE CALCULATED AS FOLLOWS: L= WS2/60 (40 MPH AND HIGHER) OR L2= WS (OVER 40 MPH), (OPTIONAL) J , FL 32233 WHERE W OFFSET WIDTH (FT), S= TRAFFIC SPEED (MPH). ATLANTICC BEACH,EA PROPOSED 51'-2"WOOD POLE SHEET TITLE PEDESTRIAN TRAFFIC CONTROL PLAN TYPICAL PEDESTRIAN /WORKER SAFETY PLAN 1 SHEET NUMBER TC-2 SCALE:NOT TO SCALE GENERAL CONSTRUCTION NOTES: 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND CODE, THE LATEST ADOPTED EDITION AND ALL OTHER APPLICABLE CODES AND ANY OTHER PORTIONS OF THE WORK. ORDINANCES. mobilifle 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 SPECIFICATION 'S 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 COMMENCEMENT OF WORK. EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATE REPAIR, TO NEW RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE CONDITION, ANY DAMAGE THAT OCCURS DURING CONSTRUCTION AT THE SOLE AND WORKING SYSTEM. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE THEMSELVES COST OF THE CONTRACTOR. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF WITH ALL CONDITIONS AFFECTING THE (N) WORK AND SHALL MAKE PROVISIONS THE NEC, ALL CODES AND ORDINANCES OF THE LOCAL JURISDICTION, AND AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR 17. IN DRILLING HOLES, OR CORING, INTO CONCRETE WHETHER FOR FASTENING OR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT POWER TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED, AS RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING ARE NOTT BE LIMITED T0: SHOWN, PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER OR CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING MOBILITIE CM PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE LOCATED BY THE A) UL - UNDERWRITERS LABORATORIES BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. CONTRACTOR USING APPROPRIATE METHODS AND EQUIPMENT PRIOR TO ANY B) NEC - NATIONAL ELECTRICAL CODE DRILLING OR CORING OPERATIONS IN (E) CONCRETE. C) NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. 4. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF D) OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT CONSTRUCTION. CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ANY/ALL 18. CONTRACTOR SHALL REPAIR, TO INEW CONDITION, ALL (E) WALL SURFACES PROJECT NO: 9FLB003561A ITEMS FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM SUBJECT ONLY TO DAMAGED DURING CONSTRUCTIONS SUCH THAT THEY MATCH AND BLEND IN WITH E) SBC - STANDARD BUILDING CODE OWNER-SUPPLIED ITEMS. CONTRACTOR SHALL PROVIDE ANY/ALL REQUIREMENTS ADJACENT SURFACES. DRAWN BY: RC FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F) NEPA - NATIONAL FIRE PROTECTION AGENCY G) ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE L CHECKED BY: SJ13 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 I) ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NEW PENETRATION IS PLACED. NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. A 01-19-17 FOR CLIENT REVIEW OWNER PROVIDED AND CONTRACTOR INSTALLED MATERIALS WILL INCLUDE THE 4. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL FOLLOWING, UNLESS NOTED OTHERWISE: 20. CONTRACTOR SHALL KEEP CONTF ACT 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 Stephen A. Bra B) UHF ANTENNA AND MOUNTING BRACKETS, GPS ANTENNAS AND KU NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS 5. (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT PROFESSIONAL ENGINEER UNTIL COMPLETION OF CONSTRUCTION. WRITTEN PERMISSION OF THE OWNER. ANTENNAS C) UHF COAX AND HANGERS 21. MINIMUM BEND RADIUS OF ANTE NA CABLES SHALL BE IN ACCORDANCE WITH 6. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL D) INTEGRATED LOAD CENTER CABLE MANUFACTURERS RECOMIv ENDATIONS. REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC... 6. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 22. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO (E) SITE DURING CONSTRUCTION. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE MOBILITIE SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS EROSION CONTROL MEASURES, IF, REQUIRED DURING CONSTRUCTION SHALL BE IN CM, PRIOR TO BEGINNING ANY WORK. CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR j 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, TO THE ATTENTION OF THE MOBILITIE CM, IN WRITING, PRIOR TO THE EROSION CONTROL MEASURES, RECORD-KEEPING, MONITORING, AND REPORTING UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN COMMENCEMENT OF WORK. TO THE OWNER AND REGULATOR' AUTHORITIES. INSULATION, UNLESS OTHERWISE NOTED. 7. DETAILS PROVIDED ARE FOR THE PURPOSE OF SHOWING DESIGN INTENT. 8. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH FL LICENSE:68902 1!19/17 MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR SITE CONDITIONS, 23. ALL CONSTRUCTION WORK IS ADHERE TO APPLICANT'S INTEGRATED IT N A VIOLATION THEY of THE LAN FOR ANY CONSTRUCTION STANDARDS UNLESS STATE OR LOCAL CODE IS MORE STRINGENT. THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR PERSON,UNLESS THEY ARE ACTING UNDER THE I NAL AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. OTHER CLASSIFIED AREAS. DIRECTION , A LICENSED THIS PROCUM NT ENGINEER,TO ALTER THIS DOCUMENT 24. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PERFORM THE 8. CONTRACTOR SHALL PAY FOR APPLICABLE PERMITS, FEES, INSPECTIONS AND CONSTRUCTION IN ACCORDANCE PER STATE BUILDING STANDARDS CODE AND 9. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE TESTING. CONTRACTOR IS TO OBTAIN PERMIS AND APPROVED SUBMITTALS PRIOR STATE CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS TO ORDERING MATERIALS AND THE COMMENCEMENT OF WORK. BY THE APPROVED PLANS AND SPECIFICATIONS WHEREIN THE FINISHED WORK FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR WILL NOT COMPLY PER STATE CODE OF REGULATIONS, A SCOPE OF WORK THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND 9. THE 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 PRIOR TO PROCEEDING WITH THS' WORK. REQUIRED BY SPECIFICATIONS, SET FORTH BY APPLICANT. 10. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN 25. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED BY THE WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS 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 FULLY01 DAMAGE FOR THE DURATION OF WORK. FUNCTIONAL AND SHALL BE APPROVED BY THE MOBILITIE CM AND LOCAL . CONTRACTOR SHALL GUARANTEE!, ANY/ALL MATERIALS AND WORK FREE FROM JURISDICTION. ANY DIFICIENCIES SHALL BE CORRECTED BY AN ELECTRICAL 11. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING ACCEPTI= 26. DEFECTS FOR A PERIOD OF NOT:LESS THAN ONE YEAR FROM DATE EOF E CONTRACTOR AT THE SOLE COST OF THE CONTRACTOR. INDUSTRY-STANDARD SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY ACCEPTANCE. ANY CORRECTIVE WORK SHALL BE COMPLETED AT THE SOLE COST RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK 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. JA90XS911A ELECTRICAL NOTES: ATLANTIC BEACH,FL 32233 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL PROPOSED 51'-2"WOOD POLE ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE REQUIREMENTS. ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL SHEET TITLE NOTIFY MOBILITIE CM AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE GENERAL NOTES PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 13. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE MOBILITIE CM AND MOBILITIE CM HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. SCHEDULE THEIR ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE SHEET NUMBER REQUIREMENTS. GN-1 ELECTRICAL NOTES CONT'D GROUNDING NOTES: 1. ALL HARDWARE SHALL BE 3-16 STAINLESS STEEL, INCLUDING LOCK WASHERS. 3. CONTRACTOR TO VERIFY AND RECORD ALL TEST RESULTS AND PROVIDE THESE 13. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED BY THE CONTRACTOR COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND, AS SPECIFIED, BEFORE RESULTS WITHIN THE FINAL CLOSE OUT PACKAGE. WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE LARGER. BEEN DAMAGED THEREIN. 4. ALL PERSONNEL INVOLVED IN THE TESTING OF RF CABLE, DATA CABLE, RADIOm o bi l'i fli e EQUIPMENT AND BACK HAUL EQUIPMENT WILL BE REQUIRED TO HAVE BEEN 14. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN TRAINED AND OR CERTIFIED IN THE PROPER TESTING OF RF CABLE, DATA CABLE, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. LUG AND STEEL, COAT ALL'ISURFACES WITH AN ANTI-OXIDANT COMPOUND RADIO EQUIPMENT AND BACK HAUL EQUIPMENT. BEFORE MATING. 15. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND 5. ALL TEST RESULTS SHALL BE TIME STAMPED, RECORDED AND PRESENTED PRIOR 3. ALL STEEL CONDUIT SHALL BE BONDED AT BOTH ENDS WITH GROUNDING TO ENERGIZING AND TURN UP OF ANY EQUIPMENT. INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING BUSHING. AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATION, AND BACKFILLING. 6. GPS EQUIPMENT IS NOT TO BE TESTED OR ATTACHED TO ANY CABLING DURING 4. ALL ELECTRICAL AND GROUNDING AT THE POLE SITE SHALL COMPLY WITH THE TESTING, DOING SO WILL DAMAGE THE GPS UNIT. NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION 16. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, (NEPA) 780 (LATEST EDITION), AND MANUFACTURER. SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND 7. PRIOR TO TESTING IF THE CONTRACTOR HAS ANY QUESTIONS ABOUT THE SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IECE TESTING PROCEDURES THEY ARE TO CALL AND OBTAIN ASSISTANCE FROM A 5. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION QUALIFIED DESIGNATED TESTING REPRESENTATIVE. AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 17. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER's CATALOG INFORMATION OF ANY/ALL EQUIPMENT AND ALL OTHER ELECTRICAL. ITEMS FOR 8. EQUIPMENT IS NOT TO BE ENERGIZED UNTIL ALL TESTING HAS BEEN COMPLETED, APPROVAL BY THE MOBILITIE CM PRIOR TO INSTALLATION. 6. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC APPROVED AND THE APPROPRIATE AUTHORITY HAS BEEN NOTIFIED AND GIVES COMPONENTS USING #6 GROUND WIRES. FOLLOW ANTENNA AND BTS APPROVAL TO ENERGIZE THE EQUIPMENT. MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. PROJECT NO: 9FLB003561A 18. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL NORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE SITE WORK NOTES: DRAWN BY: RC COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE MOBILITIE CM 7. ALL GROUND CONNECTIONS SHALL BE #6 AWG, UNLESS OTHERWISE NOTED. ALL 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, CHECKED BY: SJB UPON FINAL ACCEPTANCE. WIRES SHALL BE COPPER WITH THHN, UNLESS OTHERWISE NOTED. ALL GROUND UNLESS OTHERWISE NOTED. WIRE SHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE. 19. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY 2. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE 8. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 10 OHMS MAXIMUM. SHALL BE ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. PROVIDE SUPPLEMENT GROUNDING RODS AS REQUIRED TO ACHIEVE SPECIFIED A 01-19-17 FOR CLIENT REVIEW OHMS READING. GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF BY THE MOBILITIE CM. PROJECT. 20. DISCONNECT SWITCHES SHALL BE UL-RATED, H.P. RATED HEAVY-DUTY, KMB DESIGN GROUP, LLC QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 3. ALL (E) UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON /� ra 9. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING PLANS HAVE. BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND Stephen ephen A 1J�l�.ca GROUNDING SYSTEM DUE T SITE SOIL CONDITIONS. OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR PROFESSIONAL ENGINEER 21. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF ANTI-OXIDE COMPOUND KNOWN AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, 10. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED A INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. MINIMUM OF 30" BELOW GRADE/ 6" BELOW FROST-LINE IN TRENCH, UNLESS DETERMINING EXACT LOCATION ALL (E) UTILITIES AND FACILITIES PRIOR TO OTHERWISE NOTED.BACK FILL SHALL BE COMPACTED AS REQUIRED BY START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY ARCHITECT/ENGINEER. COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND 22. RACEWAYS: CONDUIT SHALL BE SCHEDULE 80 PVC MEETING OR EXCEEDING NEMA METHODS OF REMOVING OR ADJUSTING (E) UTILITIES. TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST 11. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS 4. CONTRACTOR SHALL VERIFY ALL E UTILITIES BOTH HORIZONTALLY AND POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM )F 2 FT. ( ) RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED POSSIBLE, WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES. VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADEC RIGID DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'COLD GALV'. 12. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE: 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. 23. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY N=C. A. BURNDY, HY-GRADE P.L. LISTED CONNECTORS FOR OUTDOOR USE OR AS FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED FL LICENSE:68902 1119/17 APPROVED BY APPLICANT PROJECT MANAGER. AT THEIR OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL LOCAL UTILITY IT IS A VIOLATION OF THE LAW FOR ANY LOCATE HOT LINE, SUCH AS 811, FOR UTILITY LOCATIONS A MINIMUM OF 48 PERSON, UNLESS THEY ARE ACTING UNDER THE 24. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE B. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS). HOURS PRIOR TO START OF CONSTRUCTION. DIRECTION of A LICENSED THIS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT THWN INSULATION, UNLESS OTHERWISE NOTED, 600 VOLT, COLOR CODED. USE C. ONE (1) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS. SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 5. ALL NEW AND (E) UTILITY STRUCTURES ON SITE AND IN AREAS TO BE 13. ALL CRIMPED CONNECTIONS'',SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR VISIBLE AT THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES) TO FINAL INSPECTION OF WORK. ANY COST RELATED TO ADJUSTING (E) 25. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE AND WEATHER-PROOFED WITH HEAT SHRINK. STRUCTURES SHALL BE BORNE SOLELY BY THE CONTRACTOR. TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE .. SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 14. ALL CONNECTION HARDWARE SHALL BE TYPE 3-16 STAINLESS STEEL (NOT 6. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN ATTRACTED TO MAGNETS). SLOPE AND IS TO FEATHER INTO (E) GRADES AT THE GRADING LIMITS. 26. SERVICE: AS SPECIFIED ON THE DRAWINGS. OWNER OR OWNER'S AGENT WILL APPLY FOR POWER. ALL PROVISIONS FOR TEMPORARY POWER WILL BE OBTAINED BY THE CONTRACTOR. 15. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 7. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, ` 250-82 AND SHALL BOND ALL (E) AND NEW GROUNDING ELECTRODES. NEW UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE GROUNDING ELECTRODE SHILL INCLUDE BUT NOT LIMITED EL GROUND RODS. WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 27. TELEPHONE OR FIBER SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS REQUIREMENTS. WITH PULL STRINGS AS INDICATED ON DRAWINGS. 28. ELECTRICAL AND TELCO/FIBER RACEWAYS TO BE BURIED A MINIMUM DEPTH OF TESTING AND EQUIPMENT TURN UP REQUIREMENTS: 30", UNLESS OTHERWISE NOTED. 1. RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT TESTING JA90XS911A WILL COMPLY WITH CURRENT INDUSTRY STANDARDS AND OR THOSE STANDARDS ATLANTIC BEACH,FL 32233 OF THE EQUIPMENT MANUFACTURER OR PROVIDED TO THE CONTRACTOR PRIOR PROPOSED 51'-2"WOOD POLE 29. CONTRACTOR SHALL PLACE 6" WIDE DETECTABLE WARNING TAPE AT A DEPTH OF TO TESTING. 6" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED SHEET TITLE TELECOMM". GENERAL NOTES 30. ALL BOLTS SHALL BE 3-16 STAINLESS STEEL 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 SHEET NUMBER STANDARDS PROVIDED TO THE CONTRACTOR PRIOR TO TESTING. GN-2 1�1 i I i I v LTE WORK NOTES CONT'D GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION 8. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF 11. GC TO PLACE FILTER MATEfIAL AT ALL CATCH BASINS ADJACENT TO AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM MAXIMUM STANDARD PROCTOR DRY DENSITY, UNLESS OTHERWISE NOTED. CORRUGATIONS AND WAVES. CONSTRUCTION SITE TO PREVENT SOLID WASTE CONTAMINATION FROM ENTERING SEWER SYSTEM 9. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE FOUNDATION, EXCAVATION AND BACKFILL NOTES: 19. (E) GRAVEL SURFACING MAY NOT BE REUSED. ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF mobi i ie STANDARD PROCTOR DENSITY. 1. ALL FINAL GRADED SLOPES 'SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE NOTED. 20. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB 10. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNE�S SHOULD GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. 2. BACKFILL OF POLE SHALL B PERFORMED IN ONE OF THREE OPTIONS: ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT .ITS ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. A. PERFERRED: RAINBOW INDUSTRIES POLE SETTING FOAM SHALL BE INSTALLED APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE PER MANUFACTURER SPECS. FOAM SHALL ALWAYS BE USED FOR POOR SOILS. USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 11. ANY FILLS PLACED ON (E) SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO B. SECONDARY: CONCRETE REQUIRES MOBILITIE CM WRITTEN APPROVAL) 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE (E) SLOPE AS DIRECTED ALLOWABLE SOIL PRESSURE = 2000 PSF (ASSUMED). 21. PROTECT (E) GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT BY A GEOTECHNICAL ENGINEER. NON-NATIVE SOILS SHAL' BE REMOVE FROM BORE AREA AND SHALL NOT BE REUSED FOR BACKFILL LOADS WILL OPERATE. USE PLANKING 'MUTTS' OR OTHER SUITABLE PROTECTION DESIGNED TO SPREAD EQUIPMENT LOADS AS MAY BE NECESSARY. REPAIR ANY 12. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO 9. ALL EXCAVATIONS PREPARE[) FOR PLACEMENT OF CONCRETE SHALL BE OF DAMAGE TO (E) GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE IS DEBRIS, PAPER, TRASH, WEEDS, BRUSH, EXCESS FILL, OR ANY OTHER DEPOSITS DUE TO THE CONTRACTORS OPERATIONS. WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE 22. DAMAGE TO (E) STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD NEGLIGENCE SHALL BE REPAIRED AND/ OR REPLACED TO THE OWNERS MAXIMUM DRY DENSITY FOR HE SOIL IN ACCORDANCE WITH ASTM D1557. 13. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE FOUNDATIONS SHALL NOT E3E TLESS THAN 95� OF THE MODIFIED PROCTOR SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. , PROJECT NO: 9FLB003561A 10. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE 23. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE DRAWN BY: RC 14. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR MATERIAL. IF ADEQUATE BEARING CAPACITY IS NOT ACHIEVED AT THE DESIGNED INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE EXCAVATION WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT CHECKED BY: SJg COMPANIES HAVING JURISDICTION OVER THIS LOCATION. AVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS NO ADDITIONAL COST TO THE CONTRACT. FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED ENVIRONMENTAL NOTES: GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE SAME TYPE SPECIFIED OR THE FOUNDATION. CRUSHED STONE MAY BE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER USED TO STABILIZE THE BO TOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL OT SUBSTITUTE FOR REQUIRED THICKNESS OF CLEAN UP FOR AREAS IN VIOLATION. CONCRETE. A 01-19-17 FOR CLIENT RENEW 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF 11. ALL EXCAVATIONS SHALL BEKMB DESIGN GROUP, LLC I CLEAN OF UNSUITABLE MATERIAL SUCH AS EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS. ALL VEGETATION, TRASH, DEBRIS,' AND SO FORTH PRIOR TO BACK FILLING. BACK FILL Stephen A. Bra SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM, SANDY CLAY, EROSION AND SEDIMENTATION CONTROLS SHALL BE MAINTAINED IN PLACE SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES PROFESSIONAL ENGINEER THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES AS REQUIRED BY THE LOCAL 12. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED IN MAXIMUM JURISDICTION WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 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 IS DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS 13. NEWLY SUBJECT TO EROSION. PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE 14. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND FL LICENSE:68902 1/19/17 SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH DIRECTION OF A LICENSED PROFESSIONAL CONTRACTORS EXPENSE. GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL ENGINEER,TO ALTER THIS DOCUMENT FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS 15. NEWLY GRADED GRAVEL SURFACE AREAS TO RECEIVE GRAVEL SHALL BE NECESSARY. COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY TYPAR GEOSYNTHETICS OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE ' AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE THE FACILITIES SHALL BE REMOVED. 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 8. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED FENCED COMPOUND; FDOT TYPE N0. 67 FOR ACCESS DRIVE AREA, UNLESS AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES OTHERWISE NOTED. AFFECTING LAND DISTURBANCE. 16. IN ALL AREAS TO RECEIVE FILL: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL JA90XS911A ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING MATERIAL WILL BIND WITH (E)/PREPARED SOIL SURFACE. THE CONSTRUCTION AREA. THIS MAY INCLUDE, BUT IS NOT LIMITED TO SUCH ATLANTIC BEACH,FL 32233 MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK PROPOSED 51'-2"WOOD POLE DAMS. 17. 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 SHEET TITLE 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, AND RECOMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. GENERAL NOTES DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRA--ED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SLBSTANCES. 18. IN AREAS WHICH (E) GRAVEL SURFACING IS REMOVED OR DISTURBED DURING SHEET NUMBER CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GN-3 i