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96 OCEAN BLVD --RIGHT OF WAY DRAWINGS x SITE ID-CANDIDATE LETTER CASCADE ID-CANDIDATE LETTER: 9FLB00356mobilifle A90XS918C C LATITUDE/LONGITUDE: 2 - .30.3 6 36� 1 S .39 64 09 CRO S STREET: OCEAN B D V & 1 ST CITY, TATE, ZIP: IF YOU DIG IN ANY STATE DIAL 811 FOR THE LOCAL n n "ONE CALL CENTER" - � �TL /� IEACH) PROJECT NO: 9FLB003568C 11111 T l`�T C FL 32233 ITS THE LAW DRAWN BY. RC THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CHECKED BY: SJB 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) B 01-12-17 REVISION UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. A 11-11-16 FOR CLIENT RENEW GENERAL NOTESKMB DESIGN GROUP, LLC LO ATION MAPS PROJECT DESCRIPTION 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. Bra TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE CLASS WOOD UTILITY POLE WITHIN AN EXISTING PROFESSIONAL ENGINEER MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT RIGHT-OF-WAY. DISTURBANCE OF EFFECT ON DRAINAGE; NO SANITARY SEWER THE SCOPE WILL CONSIST OF THE FOLLOWING: SERVICE, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS (N). - INSTALL A NEW H1 CLASS WOOD UTILITY POLE WITH PROPOSED BACKHAUL TRANSPORT EQUIPMENT SITE INFORMATION SITE ID: 9FLB003568C CODES CASCADE ID: JA90XS918C " t+ �,"F ,. 7 ,,.. 2015 INTERNATIONAL BUILDING CODE 2014 NATIONAL ELECTRICAL CODE LATITUDE: 30.326364 TIA/EIA-222-G-2 OR LATEST EDITION FL LICENSE:68902 1/19/17 LOCAL BUILDING PLANNING CODE "` LONGITUDE: -81.396409 1. BUILDING/ PLANNING IS A VIOLATION OF THE LAW FOR ANY CROSS STREET: OCEAN BLVD & 1 ST ST i _ PERSON,UNLESS THEY ARE ACING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT CITY, STATE, ZIP: ATLANTIC BEACH, FL 32233 ' SITE DRAWING INDEX SHEET NO: SHEET TITLE COUNTY: DUVAL COUNTY SITE :' wr T-1 TITLE SHEET JURISDICTION: ATLANTIC BEACH CITY ` SP-1 EXHIBIT PHOTO & SITE PLAN PROPERTY OWNER: PUBLIC RIGHT-OF-WAYAtlantic` I''f EV-1 ELEVATIONS APPLICANT: MOBILITIE, LLC PL-1 PLUMBING & RISER DIAGRAM �� �� EQ-1 EQUIPMENT DETAILS 3475 PIEDMONT ROAD NE, SUITE 1000 EQ-2 EQUIPMENT DETAILS ATLANTA, GEORGIA 30305 PHONE: (312) 638-5400 7-! E-1 ELECTRICAL DETAILS G-1 GROUNDING DETAILS co S-1 EMBEDMENT DETAILS ENGINEER TC-1 VEHICULAR TRAFFIC CONTROL PLAN KMB DESIGN GROUP, LLC ,�-.' Rr TC-2 PEDESTRIAN TRAFFIC CONTROL PLAN 1800 ROUTE 34, SUITE 209 - GN-1 GENERAL NOTES WALL, NJ 07719 FOR QUESTIONS EMAIL: DESIGNTEAM@KMBDG.COM GN-2 GENERAL NOTES JA90XS918C TEL: 732 280-5623 FAX: 732 280-3980 www.KMBDG.com GN-3 GENERAL NOTES ATLANTIC BEACH,FL 32233 PROPOSED 36'-2"WOOD POLE DO NOT SCALE DRAWINGS N y N r_ SHEET TITLE CONTRACTORS SHALL VERIFY ALL PLANS, (E) DIMENSIONS & FIELD TITLE SHEET 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. Om4n 60 ?}tf,i SHEET NUMBER Is PIZZ �. f;` MAP DATA ©2016 GOOGLE n MAP DATA @ 2016 GOOGLE T-7 { 4 Il r I i o { moblolitle 50-0 f R.-W 15'-6"f EXISTING TREE (TYP) EXISTING CURB (TYP) 15'-6"t 0"t = E0. I 1 APPROXIMATE R.O.W. LINE 0 ESTABLISHED FROM TAX MAPS o AND THE METHOD OF BEST FIT o = i 1 v0 rl 1 z EXISTING OVERHEAD LINE (TYP) o -f ' i121 AREA n o „ 0 1 PROPOSED (1) ELECTRIC OVERHEAD 5'-7 t i i PROPOSED Hl— NISTALLEDOUND POWERLENGTH COMPANY) BE CLASS WOOD PROPOSD H1 CLASS WOOD 9'-11"t I , , , , EPROJECT NO: 9FLB003568C UTILITY POLE UTILITY POLE UTILIZE FOR o (E) POINT OF CONTACT TO BE UTILIZED MOUNTING PROPOSED LESSEE = I FOR POWER (TO BE VERIFIED) DRAWN BY: RC I � . ANTENNA, RRU AND EQUIPMENT CHECKED BY: SJB jPROPOSED RESTORATION AREA (TYP) l I I EXISTING POWER CO. TRANSFORMER B 01-12-17 REVISION EXISTING TRAFFIC SIGN (TYP) { I t (#119 AR445 H6670) A 11-11-16 FOR CLIENT REVIEW oo o i-•' EXISTING FIRE HYDRANT (TYP) :3 i EXISTING MANHOLE (TYP) __ KMB DESIGN GROUP, LLC ___ - xl o Stephen A. Bra EXHIBIT PHOTO _ PROFESSIONAL ENGINEER 0 1ST RD SCALE:NOT TO SCALE i+ TWO-`NAY TRAFFIC FLOW (25 MPH) . -- <,: 1ST RD m TWO-WAY TRAFFIC FLOW x, Q Io Io (25 MPH) 1c O H O H � 0/H /H❑F 0 0/H 0/H 0/H 0/H — �v 0 10/H — e 0/H 0/H O/H / 0 \ _ __ —— FL LICENSE:68902 1/19/17 IT IS A VIOLAMON OF THE LAW FOR y a { t PERSON,UNLESS THEY A E ACTING UNDER YTHE DIll r�'771RECTION OF A LICENSED PROFESSIONAL T y� { l ENGINEER,TO ALTER THIS DOCUMENT IS j 1 e 0 ) r fT 1 - U' -sem PARKING EXISTI G BUILDING TYP e t AREA � SITE LOCATION JA90XS918C t ATLANTIC BEACH FL 32233 r " PROPOSED 36'-2"WOOD POLE N NOTE: NOTE: SHEET TITLE gp � e ALLDAMAGED LCRSBE RESTORED SITE PLAN WAS GENERATED WITHOUT THE USE OF EXHIBIT PHOTO&SITE PLAN EQUAL BETTER CONDION SURVEY. PROPERTY LINES, RIGHT-OF-WAYS, POWER & TELCO UTILITY POINT CONNECTIONS/ROUTES AND AERIAL SITE LOCATION EASEMENTS SHOWN ON THESE PLANS ARE ESTIMATED. ALL ENLARGED SITE PLAN SHEET NUMBER ITEMS AND DIMENSIONS SHOULD BE VERIFIED IN THE 2 FIELD. 3 SP-1 SCALE:NOT TO SCALE SCALE:1"-30'-0" (1"=15'-0"ON 22"x34"SHEET) I j mobilitime T/ OF (N) ANTENNA = f 40'-0" T/ OF (N) ANTENNA = f 40'-0" (N) OM I—DIRECTIONAL OF (N) ANTENNA = f 38'-6" ANTENNA TO BE INSTALLED OF (N) ANTENNA = f 38'-6" B/ OF (N) ANTENNA = t 37'-0" B/ OF (N) ANTENNA = f 37'-0" T/ OF (N) POLE = t 36'-2" T/ OF (N) POLE = f 36'-2" I PROJECT NO: SFLB003568C DRAWN BY: RC CHECKED BY: SJB (N) CLASS 1 WOOD POLE i 8 01-12-17 REVISION (N) WEATHER HEAD FOR A 11-11-16 FOR CLIENT REVIEW NEW OVRHEAD UTILITY KMB DESIGN GROUP, LLC (N) POW R CONDUIT & WIRE PER CoDE. SIZE TBD P Br tephen A. a PROFESSIONAL ENGINEER �+ (N) UE �ELAY ATTACHED WITH THREADED ROD I OF (N) UE RELAY = t17'-6" (N) GPS ANTENNA OF (N) UE RELAY = f17'-6" B/ OF (N) UE RELAY = t17'-0" = MOUNTED TO RADIO B/ OF (N) UE RELAY = f17'-0" j (N) RADIO ATTACHED OL OF (N) RADIO HEAD = t16'-0" --= WITH THREADED ROD I � OF (N) RADIO HEAD = f16'-0" IL I � iL FL LICENSE:68902 1119/17 I d IT IS A VIOLATION OF THE LAW FOR ANY (N} AC POWERi DISTRIBUTION I PERSON,UNLESS THEY ARE ACTING UNDER THE ll OF (N) AC DISTRIBUTION BOX = f11'—O" DIRECTION OF A LICENSED PROFESSIONAL ■1 ATTACHED WITH ;THREADED ROD OF (N) AC DISTRIBUTION BOX = f11'-0" ENGINEER,.TO ALTER THIS DOCUMENT IL 1 (N) 100A METIdR AND DISCONNECT ATTACHED WITH THREADED ROD OIL OF (N) METER = t6'-6" f 0 q OF (N) METER EEMBEDMENT PAGE S-1 FOR MINIMUM DEPTH "D" NOTES SIDE VIEW BACK VIEW EXISTING DIRT GROUND i GRADE NOTES: GRADE JA90XS918C (N} POLE EMBEDMENT ATLANTIC BEACH,FL 32233 1. ALL HARDWARE SHALL B''E STAINLESS STEEL. ALL HARDWARE SHALL BE a PROPOSED 36'-2"WOOD POLE EXISTING DIRT GROUND \da I j STAINLESS STEEL. V, L.% 2. ALL CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. ALL a I. ;/ NOTE: (N) POLE EMBEDMENT '" o CABLES SHALL BE SECURED TO POLE EVERY 36" OR LESS. o '`I I: * CONTRACTOR TO COMPARE EMBEDMENT DEPTH WITH SHEET TITLE 3. LIGHTNING RODS SHALL IBE INCLUDED AS REQUIRED. LIGHTNING RODS �' r FINAL STRUCTURAL ANALYSIS REPORT. STRUCTURAL CONTRACTOR TO BACKFILL / SHALL BE INCLUDED AS REQUIRED. REPORT TAKES PRECEDENT POLE ELEVATIONS 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 \•a. SHEET NUMBER GN-3) 95% OF CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY, m/ (N) POLE ELEVATIONS 1 STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT � ��,� `, WEIGHT OF 100 POUNDS PER CUBIC FOOT (16kN/m3) \\ SCALE:1' =5' E v-� (N) ANTENNA EQUIPMENT CHART (MODEL MAY VARY) NOTE: CABLING DIAGRAM IS FOR CLARITY OF QTY. DESCRIPTION MANUFACTURER MODEL NUMBER AZIMUTH CABLE DIMENSIONS (HxWxD) WEIGHTm o b li tim e CABLE ROUTE AND TERMINATION ONLY. 1 ANTENNA PLASMA ANTENNAS LONG SBA SC800 TBD 24'-2"± 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't 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 - 79'f 19" X 13" X 4.84" 21 LBS 1 NEMA TYPE-3R DISCONNECT SIEMENS GNF31 1 R - 1'' 9.9" X 8.8" X 4.5" 24 LBS NOTE: REFER TO STRUCTURAL ANALYSIS REPORT (SEPARATE DOCUMENT) FOR ADDITIONAL STRUCTURAL INFORMATION. I (2) (N) 1/2" DIA. COAX 4 CABLES RUN INSIDE PVC BILL OF MATERIALS I RISER ATTACHED TO POLE PROJECT NO: 9FLB003568C CABLING NOTES: 2 SCALE:NOT TO SCALE A) WOOD, CONCRETE AND EXISTING METALLIC POLES DRAWN BY: RC 1) FROM GRADE LINE TO 11'-0" ABOVE GRADE, ALL L CHECKED BY: SJB CABLES/CONDUCTORS EXCEPT GROUNDING CONDUCTOR (N) WEATHER HEAD MUST RUN IN RIGID GALVANIZED STEEL CONDUIT (RGS) 11) GROUNDING CONDUCTORS IN EXPOSED LOCATIONS B 01-12-17 REVISION MUST BE INSTALLED IN PVC. 1t-1t-16 FOR CLIENT REVIEW (N) POWER CABLE TO BE III) IN EARTH INSTALL PVC CONDUIT FOR BACKHAUL A RUN INSIDE PVC RISER Q AND ELECTRICAL SERVICE. TRANSITION TO RGS AT ATTACHED TO POLE GRACE LINE. KMB DESIGN GROUP, LLC IV) ABOVE 11'-0" ALL CABLES (POWER, ETHERNET, Stephen A. Bra COAXIAL) MUST RUN IN PVC UTILITY POLE RISER. (1) T MAJOR EQUIPMENT, EXTEND UTILITY DUCT (N) METER/DISCONNECT PROFESSIONAL ENGINEER IMMEDIATELY ADJACENT TO THE EQUIPMENT. INSTALL CAI LES IN THE UTILITY POLE RISER CREATING (N) RADIO CABLE DRIP LOOPS NOT LESS THAN THE CABLE (N) UE RELAY ANTENNA I BENDING RADIUS. (N) AC POWER DISTRIBUTION (2) INSIDE THE UTILITY POLE RISER, UTILIZE '/2" CO, X BLOCKS WITH LAG SCREWS TO SUPPORT CO. X, RADIO AND MW POWER, RF COAX, AND (N) GPS ANTENNA ETHERNET CABLES TO WITHIN 12" OF THE IL EQI IPMENT BEING SERVED AND ON INTERVALS NOT (N) GROUND TO EQUIPMENT SLED (N) RADIO HEAD I TO EXCEED 6'. (N) (2) 1" SCH 40 PVC CONDUIT V) FOR UNDERGROUND HFC/PUBLIC BACKHAUL, ROUTE (N) (1) 2" CONDUIT FOR RISER FOR COAX TO ANTENNA CIL ETHERNET CABLE IN CONDUIT UP THE POLE AND POWER TO METER, CLAMPED (N) AC DISTRIBUTION BOX ENTER THE UTILITY POLE RISER. SEAL EXPOSED ENDTO POLE \\ �2 FL LICENSE:68902 1119/17 OF CONDUIT WITH A CABLE TERMINATION FITTING. 4 $/ IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACING UNDER THE tZ 3 DIRECTION OF A LICENSED PROFESSIONAL (N) 1/2" DIA. POWER VI) BY APPROVAL IN SELECT CASES LIQUID-TIGHT a �(1 I ENGINEER,TO ALTER THIS DOCUMENT CABLE RUN INSIDE PVC FLEXIBLE METALLIC CONDUIT (LFMC) MAY BE USED IN �j1 �p"�� of RISER ATTACHED TO POLEI LENGTHS NOT TO EXCEED 36" TO EXTEND THE (N) UE RELAY ANTENNA W/ \ I R a ELECTRICAL SERVICE CONDUIT TO THE AC STAND-OFF ARM (N) POWER CABLE TBE a DISTRIBUTION BOX. EXAMPLE: UTILITY-REQUIRED RUN INSIDE RIGID DISCONNECT ON POLE W/ AC DISTRIBUTION BOX ON I GALVANIZED STEEL CONDUIT ATTACHED TO POLE OPPOSITE SIDE OF POLE. B) NEW METALLIC POLES I I (N) METER AND DISCONNECT I) PRO-_URE NEW POLES WITH SUITABLE HAND HOLES 30" X 30" CLIMB SPACE SUCHTHAT HAND HOLES EXIST AT ALL EQUIPMENT I LOCATIONS. I I (1) WITH CLIENT APPROVAL IN SELECT CASES TO (N) OMNI DIRECTIONAL I I FACILITATE IMPROVED APPEARANCE, �6" COAXIAL ANTENNA CAE LES MAY BE "SUPERFLEX" IN LIEU OF LDF-4. I I II WHERE POSSIBLE, INSTALL POLE BASE SUCH THAT THE EDGE OF PAVEMENT PROPOSED POLE ) L_ ELECTRICAL. FEED AND BACKHAUL (IF UNDERGROUND) CIRCUIT ENTER THE POLE THROUGH THE POLE BASE. IF A GRADE DISCONNECTING MEANS SEPARATE FROM THE AC i DISTRIBUTION BOX IS REQUIRED BY JURISDICTION OR JA90XS918C UTILITY, WITH APPROVAL IN SELECT CASES LIQUID-TIGHT ATLANTIC BEACH,FL 32233 FLEXIBLE METALLIC CONDUIT (LFMC) MAY BE USED IN I. LENGTHS N OT TO EXCEED 36" TO EXTEND THE ELECTRICAL PROPOSED 36'-2"WOOD POLE a I. SERVICE CONDUIT TO THE AC DISTRIBUTION BOX. I I: POLE EMBEDMENT SHEET TITLE PLUMBING&RISER DIAGRAM PLU BING DIAGRAM RISER DIAGRAM SHEET NUMBER 1 3 PL-1 SCALE:NOT TO SCALE SCALE:NOT TO SCALE i MANUFACTURER:AIRSPAN MANUFACTURER: MANUFACTURER: MODEL:iR460-SPB-ST-1-P-0 PLASMA ANTENNAS (OR APPROVED EQUAL) TRANSTECTOR MODEL:LONG SBA SC-800 HEIGHT:13 IN MODEL:1101-1207-1012 HEIGHT:12 1N HEIGHT:35.4 1N DIAMETER:7 1NO DIAMETER:4.7 IN 0 WEIGHT:8.8 LBS WIDTH:12 IN DEPTH:41N WEIGHT:11 LBS WEIGHT:17 LBS b'''�� 12" —� Plasma (( BOTTOM "EG70R Antennas ," 12" I DETAIL A '3 �.. r Q o r_ it - I o s ELEVATION DETAIL B --4"-- FRONT PLAN BOTTOM FRONT SIDE PROJECT NO: 9FLB003568C PLASMA SBA SC-800 OMNI (1341) N.T.S. 1 U RELAY iR460-SPB-ST-1-P-0 NCASE 4 NOT USED N.T.S. 7 TRANSTECTOR 1101-1207-1012 N.T.S. 10 DRAWN BY: RC CHECKED BY: SJB MANUFACTURER:SEIMENS s . MANUFACTURER:AIRSPAN MODEL:AH 4000 Lam-3 1/$" 10 3/8" I MODEL: 1Y0 EE3R DISCO NECT HAR40-CN-U26M1-B06AP1(1326) r 7 HAR40-EFCN-U41-BO6AP1(B41) T r + T 05/16" (TYP.) (OR APPROVED EQUAL) 1 (OR APPROVED EQUAL) �p_ ° I HEIGHT:9.9 IN B 01-12-17 REVISION co - 5.6" WIDTH:8.8 IN A 11-11-16 FOR CLIENT REVIEW PLAN HEIGHT:20.3 IN 00 — — — WIDTH:10.3 IN WEIGHT:24 LBS DEPTH:8.3 IN r N = — — — — — N KMB DESIGN GROUP, LLC WEIGHT:42 LBS r7 � r7 in PLAN " SIEMENS + Fo c G DETAIL A to lien A. Bra 10.3 8.3"f --� 2 1/2" r .17 PLAN BACK SIDE $$" 4 5 PROFhSSIONAL ENGINEER 1 7/8 10 3/8" 05/16" (TYP.) C141 3/8 00 00 N d \ 00\ 0 0 ao 05/16" (TYP.) FRONT SIDE BOTTOM FRONT TOP FRONT SIDE FRONT SIDE FL LICENSE:68902 1/19117 IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACT NG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL AIRSPAN RADIO AH4000 I NCASE 2 iR 60 STAND-OFF NCASE 5 iR460 FLUSH MOUNT SCALE 8 NEMA TYPE-3R DISCONNECT NCT SE 11 ENGINEER,TO ALTER THIS DOCUMENT MANUFACTURER:AIRSPAN MANUFACTURER:FAITH MANUFACTURER:TALLYSMAN MANUFACTURER:MILBANK --j 2.9" I-- �- 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) °o ° ° AHEIGHT:20.8 IN HEIGHT:29 IN DIAMETER:2.6 IN HEIGHT:19 IN ` WIDTH:9.25 IN `� .�' WIDTH:11.5 1N WEIGHT:0.33 LBS WIDTH:13 IN DEPTH:2.9 1N DEPTH:11 IN DEPTH:4.841N WEIGHT:6.6 LBS WEIGHT:TBD WEIGHT:21 LBS PLAN SCREEN ma PLAN T 11) i t mrspan ELECTRICAL CONTRACTOR — "---j --14.84 �-- 0o bo C; 0 26" _ 00 JA90XS918C o, ATLANTIC BEACH,FL 32233 o Q oA IqPROPOSED 36'-2"WOOD POLE N „ SHEET TITLE °0 0 0 0L SCREEN—9.25"� 2.25 _ SCREEN — {, _ .-. EQUIPMENT DETAILS 1.5"--� f-- =RONT SIDE o ISOMETRIC ELEVATION PLAN SIDE FRONT PLAN FRONT SIDE SHEET NUMBER AIRSPAN RADIO MOUNT SCALE 3 FAITH SUN SHIELD SCALE SCALE SCALE EQ-1 N.T.S. N.T.S. 6 TALLYSMAN GPS ANTENNA N.T.S. 9 MILBANK METER SOCKET N.T.S. 12 4"--{ (N) THROUGH BOLT, PROPOSED H1 CLASS NOT TO PROTRUDE WOOD UTILITY POLE MORE THAN 2" PROPOSED H1 CLASS WOOD UTILITY POLE, � (N) POLE MOUNTED I EQUIPMENT I (N) 1/2"� A36 - (N) 2500 MHz OMNI-DIRECTIONAL ANTENNA (N) E?UIPMENT I THROUGH BOLT, NOT MOUNTING BRACKET I TO PROTRUDE MORE I I :s=s----- THAN 2" (TYP.) (N) POLE o 0 MOUNTED EQUIPMENT (N) EQUIPMENT 0 o MOUNTING BRACKET 25 DEGREE FINE PROJECT NO: 9FLB003568C ROTATION BOLTS DRAWN BY: RC fti 3 PILLARS OF 9" CHECKED BY: SJB TOP VIEW SIDE VIEW B 01-12-17 REVISION A 11-11-16 FOR CLIENT REVIEW KMB DESIGN GROUP, LLC POLE 6"-10" DIAMETER Stephen A. Bra EQUIPMENT MOUNTING DETAIL ANTENNA MOUNTING DETAIL 3 PROFESSIONAL ENGINEER SCALE:NOT TO SCALE SCALE:NOT TO SCALE I - 5" 5" Mobilitie, LLC (N) 1/2" COAX FROM RADIO TO ANTENNA (TYP.) PROPOSED H1 CLASS �t•'� In case of Emergency Contact WOOD UTILITY POLE . E-mail: MNOC@mobilitie.com Radio frequency fields beyond this FL LICENSE:68902 1/19/17 (N TOWER STANDOFF eb point may exceed the FCC general d T N A VIOLATION OF THE LAW FOR ANY ) y g 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: 9FLB003568C Site ID 9FLB003568C Contact 877-244-7889 nvobditio FCC ID d. (N} 1/2" SNAP—IN I�,dz, tyFederaC missims 47 CFR t7gp bmm ss on rules (VALMONT 12SH-3 OR (N) STAINLESS STEEL BANDING (TYP.) �. EQUIVALENT) MANUFACTURED BY BAND—IT #C40699, 3/4" WITH C45699 BUCKLES, OR APPROVED EQUAL #'k, 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: SIZE APPROX. 8" x 5" LABELING TAPE OF AT LEAST 18mm WIDTH WITH JA90XS918C SPACE SNAP—INS PER EXTRA—STRENGTH ADHESIVE. USE ANY COMPATIBLE ATLANTIC BEACH,FL 32233 CABLE MANUFACTURER'S j P-TOUCH LABEL MAKER. TEXT SHOULD BE SPECIFICATIONS PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT PROPOSED 36'-2"WOOD POLE OF 1/2". SHEET TITLE ANTENNA SIGNAGE EMERGENCY CONTACT SIGN EQUIPMENT DETAILS CABLE IV'IOUNTING DETAIL POLE MOUNTED SIGNS SHEET NUMBER 4 EQ-2 SCALE:NOT TO SCALE SCALE:NOT TO SCALE 7 AMP CIRCUIT BREAKER #1 5 AMP CIRCUIT BREAKER #2 //_ 5 AMP CIRCUIT BREAKER #3 - 20 AMP CIRCUIT BREAKER v ra O 111 I 0 r (N) UE RELAY O O 0 0 0 0 CAT-5E RUN INSIDE 3/4" SCH. 80 PVC O O O O LINE IN CONDUIT RISER ATTACHED TO POLE (N) HOT TO RADIO REMOTE ® .� NEUTRAL TO RADIO RADIiD HEAD O NEUTRAL/GROUND L1 L BONDING STRIP 3/4" PVC SCH. 80 PVC CONDUIT NOTE: WITH 2#6, 1#6 GND, CU, NG BOND REQUIRED THHN/THWN-2 TO UTILITY SERVICE m NEUTRAL IN PROJECT NO: 9FLB003568C 20A MCB, 22 KAIC (VERIFY), DISTRIBUTION o I t� OUT TO RADIO FROM UTILITY SERVICE W/ DRAWN BY: RC PANEL (RATED NEMA 3R). INCLUDE 7A CBo" 120/240 SINGLE PHASE CHECKED BY: SJB FOR RRU AND (2) 5A CB FOR MW 3/4" RIGID GALVANIZED STEEL CONDUIT TRANSTECTOR EXPORT WITH 2#6, 1#6 GND, CU, THHN/THWN-2 AC DISTRIBUTION BOX B 11-12-17 REVISION ON 11-11-16 FOR CLIENT REVIEW UTILITY POLE MOUNTED ELECTRICAL SERVICE � METER, 20 AMPERE, 120/240 VOLT, 1 C Stephen A. BY'a. KMB DESIGN GROUP, LLC PHASE, 3 WIRE, 4 JAW COMMERCIAL METER PULL—OUT COMBINATION SAFETY BOX AND BREAKER SCHEDULE TEST BY—PASS FACILITIES. COPPER B—LINE PROFESSIONAL ENGINEER #U1 1 14B, 22,000 A/C. (VERIFY WITH UTILITY) 2 SCALE:NOT TO SCALE 1" RIGID GALVANIZED STEEL CONDUIT WITH 2#6, 1#6 GND, CU, THHN/THWN-2 (N) Max Power MaxUnit NEMA .• escription (W) Current(A) KVA kWh/Yr Notes TYPE 3R AirHarmony 1000 LTE Base Station 300 2.50 0.3 2628 Max Current from Rated Current on ULe uivaIent rant. Max Power calculated from Max Current 120 DISCONNECT 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 Currentx 120 SWITCH NSN-B26High LTE Base Station Max power from Nokia data sheet and includes POE output power. Max current is calculated by 360 4.00 0.36 3153.6 dividing max power by minimal operating voltage. KVA is calculated assuming PF=1 and using max NSN-B41 High LTE BaseStation Max power from Nokia data sheet and includes POE output power. Max current is calculated by 360 4.00 0.36 3153.6 dividing max power by minimal operating voltage. KVAis calculated assuming PF=1 and using max NSN-B41 Low LTE BaseStation Max power from Nokia data sheet and includes POE outputpower. Max currentis calculated by (N) POWER SERVICE IN 2" RIGID GALVANIZED 135 1.50 0.135 1182.6 dividing max power by minimal operating voltage. KVAis calculated assuming PF=l and using max FL LICENSE:68902 1/19/17 STEEL CONDUIT WITH 3#2 CU, THHN/THWN-2 Fastback IBR-1211-38 Microwave Radic ' IT IS A VIOLATION OF THE LAW FOR ANY N/A N/A N/A N/A Consumption Accounted for in POE Injector load PERSON,UNLESS THEY ARE ACTING UNDER THE Fastback IBR-AC-PO4 POE Injector Max power output from OEM data sheet.Max current is calculated as max power output divided by DIRECTION OF A LICENSED PROFESSIONAL 60 1 0.67 1 0.06 525.6 Iminimal operarting voltage. KVAis calculated assuming PF=1 and using max power. ENGINEER,TO ALTER THIS DOCUMENT 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 Max Unit Sub Description AirHarmon 4000 LTE Base Station 1 540 4.50 0.54 4730.4 Airs an IR450 UEReIa N/A N/A N/A N/A Total 540 4.50 0.54 4730.4 JA90XS918C ATLANTIC BEACH,FL 32233 PROPOSED 36'-2"WOOD POLE SHEET TITLE ELECTRICAL DETAILS ONE-LINE DIAGRAM LOAD CALCULATIONS SHEET NUMBER 'I 3 E-1 SCALE:NOT TO SCALE SCALE:NOT TO SCALE LEGEND (N) OMNI—DIRECTIONAL ■ CADWELD CONNECTION ANTENNA 0 MECHANICAL CONNECTION NOTE: CONTRACTOR TO SURROUND COMPLETED COMPRESSION CONNECTION °• � ° �' `• CONNECTION WITH HEAT—SHRINK TUBING TO ENSURE WEATHER PROOF CONNECTION (N) MECHANICAL CONNECTION NOTE: GROUNDING RISER FOR DIAGRAMMATIC PURPOSES ONLY. SEE ELEVATION DRAWING #6 THHN/THWN GREEN FOR EQUIPMENT AND ANTENNA LOCATIONS. STRANDED FROM EQUIPMENT TO MAIN GROUND CONDUCTOR, TYP. (N) #6 THHN/THWN GREEN INSULATED STRANDED GROUND (TYP.) THIN WALL C—TAP WITH-\ GREEN DYE INDEX ( UE RELAY ANTENNA iPROJECT NO: 9FLB003568C DRAWN BY: RC #6 SOLID TIN COATED MAIN HEAD I CHECKED BY: SJB GROUND CONDUCTOR REMOTE — 7 I RADIO B 01-12-17 REVISION i A 11-11-16 FOR CLIENT REVIEW RMB DESIGN GROUP, LLC i Stephen A. Brax) AC DIST C-TAP DETAIL #6 SOLID TIN COATED MAIN i PANEL PROFESSIONAL ENGINEER 1 GROUND CONDUCTOR ri SCALE:NOT TO SCALE I DISCONNECT SWITCH FL LICENSE:68902 1/19/17 IT IS A I METER PERSON,UNL�SS THEY ARE ACLL TT GFUUNDERNN THE TYPE HS TYPE 2—YA-2 TYPE XA IYPE YA_2 �PSzI SOCKET DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT I TME TAS WE N� TYPE GY NOTES: 1. ALL RGS TO BE GROUNDED AT BOTH i ENDS USING GROUNDING BUSHINGS 2. GROUND WIRE TO BE RUN IN 1/2" tj 64 10 i SCHEDULE 40 PVC. TME W WE VS TME VB TME PT ME G6 i 'll NOTE: GRADE DRIVE GROUND ROD TO A MINIMUM DEPTH ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. \ a n OF 30" OR 6" BELOW FROST—LINE CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. �/ ,i JA90XS918C ATLANTIC BEACH,FL 32233 PROPOSED 36'-2"WOOD POLE /Q (N) 5/8" X 8'-0" COPPER CLAD STEEL GROUND ROD I \ j SHEET TITLE GROUNDING DETAILS WELD CONNECTION DETAILS GROUNDING RISER DIAGRAM SHEET NUMBER 2 3 G-'I SCALE:NOT TO SCALE SCALE:NOT TO SCALE GENERAL 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 ANY CONSTRUCTION WIND-LOAD ZONE: 130MPH 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: 50 FT mobifi ¢' me .. b PPE AGL LENGTH: 36.16 FT c.MATERIALS AND EQUIPMENT STAGING EMBEDMENT DEPTH "D": 13.83 FT d.TRAFFIC CONTROL e.CONTAINMENT OF DRILL SLURRY FLUIDS CUSTOM POLE: f. TEMPORARY WORKS SUPPORT FOR DRILL EQUIPMENT AND POLE * CUSTOM POLE OVERALL LENGTH (OAQ: 45.66 FT 2)CONTRACTOR SHALL ENSURE THAN AN 811 UTILITY MARK OUT HAS BEEN COMPLETED AND THAT ALL BELOW AND ABOVE GROUND UTILITIES ARE DOCUMENTED. AGL LENGTH: 36.16 FT 3)THIS DRAWING SUPPLEMENTS THE GENERAL CONSTRUCTION DRAWINGS FOR THE:PROJECT AND SHALL ** CUSTOM EMBEDMENT DEPTH "D 9.5 FT } BE READ IN CONJUNCTION WITH THE PE SIGNED AND SEALED CONSTRUCTION DRAWINGS BY KMB 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 WIND LOADING SOIL DATA AND AGL HEIGHT. CONCRETE 1)DRILLED SHAFTS SHALL BE FILLED WITH CLASS B-2 CONCRETE. AN AIR ENTRAINMENT ADMIXTURE 1. CONTRACTOR SHALL CONTACT THE ENGINEER TO SHALL BE USED.IN ADDITION A HIGH RANGE WATER-REDUCING ADMIXTURE MAY E E 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 N Li —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. PROJECT NO: 9FLB003568C -co 3. EMBEDDED DEPTH VALUES DO NOT INCLUDE THE FLASH SETTING.THE CONCRETE MIX SHALL BE DENSE,HOMOGENEOUS,FLUID AN D RESISTANT TO i DEPTH SEGREGATION,AND SHALL CONSOLIDATE UNDER SELF-WEIGHT.THE CONCRETE MIX SHALL HAVE A SET BASE STONE AND ARE MINIMUM VALUES. DRAWN BY: RC 4. CONTRACTOR TO PROVIDE THE ENGINEER TIME THAT ENSURES THAT FLUIDITY IS MAINTAINED THROUGHOUT THE SHAFT CONCRETE PLACEMENT PHOTOGRAPHS OF TAPED FOUNDATION DEPTHS CHECKED BY: SJB AND REMOVAL OF TEMPORARY CASING,IF USED.A CONCRETE RETARDER IN ACCORDANCE WITH PRIOR AND POST STONE PLACEMENT. AASHTO M 194,TYPE B,MAY BE INCORPORATED INTO THE MIX TO RETARD SET APPROXIMATELY TWO HOURS. 2)IN SITUATIONS WITH EXCESSIVE GROUND WATER OR FOUNDATION FLOODING ALL CONCRETE SHALL BE B 01-12-17 REVISION PLACED USING THE TREMIE METHOD. CONCRETE MIX DESIGN SHALL FOLLOW ACI 211.1 GUIDELINES. A 11-11-16 FOR CLIENT REVIEW CONTRACTOR SHALL ENSURE THAT THE DRILLED SHAFT HAS SUFFICIENT WORKING ACCESS FOR CONCRETE PLACEMENT COMMENCING AT THE BASE OF THE SHAFT AND SHALL BE PLACE IN A SLOW AND RMB DESIGN GROUP, LLC STEADY RATE. CONCRETE SHALL NOT BE PERMITTED TO FALL INTO THE SHAFT. p y 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 COMPRESSIVE:STRENGTH 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 CIRCUMSTANCES AND ANY PRODUCT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. GROUND REINSTATED i TO MATCH EXISTING i' T _ GRADE 1 FL LICENSE:68902 1/19/17 g ��/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \// \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ IT IS A VIOLATION OF THE LAW FOR ANY Z \ \ \ \ \ \ \ \ \ .:. //\ \ \ \ \ \ \/j\ \/j\ \\j �\�/\\j/\\j�\��\�/\�/\�/\\� ���\j�\�j��\��\��\\j/\��\�/\\j/ PERDIRECTIONEOF A LICENSED PROFESSIONALSS THEY ARE ACTING UNDER THE ry ENGINEER,TO ALTER THIS DOCUMENT 0 J //\//\//\//\//\//\// s w 0 \\ \ \ \ \j/\\j/\\j/\\j/\\jj Z cn \/\\/\\/\\/\\/\\/\\/\\/\\ ..• \\/\\/\\/\\/\\/\\/\\/\\�\ H Z= %/%/%/% IL 0 0 0 C) X. // IL BUTT DIAMETER 17.04" w V)z Nil Xyl\\moi � \ii\i\ w w Of o Z LLI o o / LLJ //\\//\\//\\//\\\ ,. •\\//\\//\\//\\//\\ CONCRETE FOUNDATION BACKFILL ASTM #57 STONE TO BE PLACED IN EXCAVATION ✓ //\�/ //\�//////\\//\\//\\� FOR A MINIMUM DEPTH TWO FEET BELOW JA90XS918C PROPOSED EMBEDDED 6" FOUNDATION DEPTH ATLANTIC BEACH,FL 32233 PROPOSED 36'-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 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. 2. EXTEND CHANNELIZATION DEVICES INTO SHOULDER WHERE APPLICABLE. 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 HAVING 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 H GHWAY IN THE LANE CLOSURE INFORMATION SYSTEM (HTTPS://LC IS.DOT.STATE.FL.US) 14 DAYS PRIOR TO THE CLOSURE. PROJECT NO: 9FLB003568C DRAWN BY: RC a w Y Q CHECKED BY: SJB COLLI Y Q Q z B 01-12-17 REVISION A 11-11-16 FOR CLIENT REVIEW KMB DESIGN GROUP, LLC 50' Y2 L (FT) MIN. A B C Z tephen A. Bra p PROFESSIONAL ENGINEER ■ ■ I I, JC B A SHIFT TAPER BUFFER - SIGN Y2L (FT) SPACE \_(N) CHANNELIZING SEE TABLE 1 DEVICES (TYP.) TABLE 1 FL LICENSE:68902 119117 Z DISTANCE IT IS A VIOLATION OF THE LAW FOR ANY C D PERSON,UNLESS THEY ARE ACTING UNDER THE _ -I >y POSTED BETWEEN TAPER BUFFER DIRECTION OF A LICENSED PROFESSIONAL m 0 r �1 Z <<§ SPEED ENGINEER,TO ALTER THIS DOCUMENT Do *m CONSTRUCTION VEHICLE ( ) SIGNS � PARKING & WORK AREA MPH A B C L SEE NOTE 15 100' 100' 100' 45' 100' 20 100' 100' 100' 80 115' 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' 1 500' 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. JA90XS918C D) ADJUST DISTANCES TO COMPLY WITH REQUIREMENT OF ATLANTIC BEACH,FL 32233 THE STATE OR LOCAL HIGHWAY AUTHORITY HAVING JURISDICTION. SEE NOTE 1, SHEET TC-2. PROPOSED 36'-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 TC-1 SCALE:NOT TO SCALE TRAFFIC CONTROL GENERAL NOTES 1. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE, LAYOUTS II AND PROCEDURES SHALL COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS AND MANUAL OF UNIFORM TRAFFIC Imo mie CONTROL DEVICES (MUTCD), LATEST EDITION, WHICHEVER IS MORE STRINGENT. br&lmtm i 2. PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE. (OPTIONAL) 3. TRAFFIC CONTROL DEVICES FOR LANE CLOSURES INCLUDING SIGNS, ,. t a CONES, BARRICADES, ETC. SHALL BE PLACED AS SHOWN ON PLANS. SIGNS SHALL NOT BE PLACED WITHOUT ACTUAL LANE CLOSURES AND 0 =D o o SHALL BE IMMEDIATELY REMOVED UPON REMOVAL OF THE CLOSURES. m o cn A co W TRAFFIC OR o 4. SELECTION, PLACEMENT, MAINTENANCE, AND PROTECTION OF TRAFFIC, PEDESTRIAN m m 'r`Z a 0 PEDESTRIANS, AND WORKERS SHALL BE IN ACCORDANCE WITH THE 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 Q TRAFFIC SPEEDS IF IN EXCESS OF POSTED SPEED LIMITS. c m 6. TAPERS SHALL BE LOCATED TO MAXIMIZE THE VISIBILITY OF THEIR mo m PROJECT NO: 9FLB003568C m TEMPORARY MARKING TOTAL LENGTH. oDRAWN BY: RC FOR CROSSWALK LINES 7. CONFLICTING OR NON-OPERATING SIGNAL INDICATIONS ON THE �~- (CROSS-HATCHING CHECKED BY: sJB (E) TRAFFIC SIGNAL SYSTEMS SHALL BE BAGGED OR COVERED. OPTIONAL) 8. ALL (E) ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE _ Lu o PAVEMENT REFLECTORS WHICH CONFLICT WITH THE (N) TRAFFIC D o o W } o B 01-12-17 REVISION CONTROL PLAN SHALL BE COVERED, REMOVED, OR RELOCATED. ALL L) = Y TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO MATCH Y w �, 0 Q A tt_11 is FOR CLIENT REVIEW 0 PRE-CONSTRUCTION CONDITION AFTER COMPLETION OF WORK. W¢ cr RMB DESIGN GROUP, LLC o 9. CONTRACTOR SHALL CONTACT LOCAL AUTHORITY HAVING HIGHWAY JURISDICTION AND PROVIDE ADDITIONAL "FLAGMEN" OR POLICE LOCATOION Stephen /� A. Bray SUPERVISION, IF REQUIRED. l. phen PROFESSIONAL ENGINEER 10. ALL EXCAVATED AREAS WITHIN OR ADJACENT TO THE ROADWAY SHALL BE BACKFILLED AND PLACED ON A MINIMUM 6H:1 V SLOPE SIDEWALK PRIOR TO END OF EACH WORK DAY. OTHER EXCAVATED AREAS BARRICADE (TYP.) m WITHIN THE CLEAR ZONE ARE TO BE EITHER BACKFILLED OR D 0 PRECAST CONCRETE CURB BARRIER CONSTRUCTION BARRIER SET TEMPORARILY IN PLACE TO SHIELD VEHICULAR AND PEDESTRIAN TRAFFIC. moll- 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 AHEAD 12. CONSTRUCTION ZONE SPEED LIMIT IF REDUCED FROM POSTED LIMITS ♦"�� SHALL BE IN ACCORDANCE WITH MUTCD AND WILL BE DETERMINED CROSS HERE FL LICENSE:68902 1/19!17 BY THE AUTHORITY HAVING JURISDICTION. IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE 13. THERE SHALL BE NO WORKERS, EQUIPMENT, OR OTHER VEHICLES IN DIRECTION OF A LICENSED PROFESSIONAL THE BUFFER SPACE OR THE ROLL AHEAD SPACE. ENGINEER,TO ALTER THIS DOCUMENT 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. Z ' 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 CHANNELIZATION, AND A DISTANCE IN FEET EQUAL TO 2.0 TIMES THE SPEED f LIMIT IN MPH WHEN USED FOR TANGENT CHANNELIZATION. 17. WHEN CHANNELIZATION DEVICES HAVE THE POTENTIAL OF LEADING VEHICULAR UTILITY TRAFFIC OUT OF THE INTENDED VEHICULAR TRAFFIC SPACE, THE CHANNELIZATION WORK DEVICES SHOULD BE EXTENDED A DISTANCE IN FEET OF 2.0 TIMES THE SPEED AHEAD LIMIT IN MPH BEYOND THE DOWNSTREAM END OF THE TRANSITION AREA. 18. TAPER LENGTHS ARE CALCULATED AS FOLLOWS: JA90XS918C L= WS2/60 (40 MPH AND HIGHER) OR L2= WS (OVER 40 MPH), (OPTIONAL) ATLANTIC BEACH,FL 32233 WHERE W= OFFSET WIDTH (FT), S= TRAFFIC SPEED (MPH). PROPOSED 36'-2"WOOD POLE SHEET TITLE PEDESTRIAN TRAFFIC CONTROLPLAN TYPICAL PEDESTRIAN / WORKER SAFETY PLAN SHEET NUMBER 1 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 EUILDING 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. 15. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELF m o I I mi tim e 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION AND LATEST MOBILITIE CONSTRUCTION STANDARDS. THE SPECIFICATION IS THE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL (E) RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND CONDITIONS ELECTRICAL EQUIP., ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL L 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. WITH ALL CONDITIONS AFFECTING THE (N) WORK AND SHALL MAKE FROVISIONS 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR 17. IN DRILLING HOLES, OR CORING, INTO CONCRETE WHETHER FOR FASTENING OR THE NEC, ALL CODES AND ORDINANCES OF THE LOCAL JURISDICTION, AND FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED, AS RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING ARE NOT BE LIMITED TO: SHOWN, PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCH ITECT/ENGINEEIR 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. 4. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF C) NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. CONSTRUCTION. CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ANY/ALL 18. CONTRACTOR SHALL REPAIR, TO NEW CONDITION, ALL (E) WALL SURFACES D) OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT ITEMS FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM SUBJECT ONLY TO PROJECT NO: 9FLB003568C DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH E) SBC - STANDARD BUILDING CODE OWNER-SUPPLIED ITEMS. CONTRACTOR SHALL PROVIDE ANY/ALL RECUIREMENTS ADJACENT SURFACES. FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F) NEPA - NATIONAL FIRE PROTECTION AGENCY DRAWN BY: RC - 19. CONTRACTOR SHALL SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR G) ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CHECKED BY: SJB 5. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A MATERIALS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS AND H) IEEE - INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL SYSTEMS THAT MEET OR EXCEED THE RATING OF THE ASSEMBLY IN WHICH THE - INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NEW PENETRATION IS PLACED.' I' ) ASTM AMERICAN SOCIETY FOR TESTING MATERIALS NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. B 01-12-17 REwSION OWNER PROVIDED AND CONTRACTOR INSTALLED MATERIALS WILL INCLUDE THE 6.A 11-11-16 FOR CLIENT REVIEW FOLLOWING, UNLESS NOTED OTHERWISE: 4. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL 20. CONTRACTOR SHALL KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE EQUIPMENT, AND CONFIRM WITH MOBILITIE CM ANY SIZES AND LOCATIONS WHEN OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING NEEDED. KMB DESIGN GROUP, LLC ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN A) TRANSMITTER CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY B) UHF ANTENNA AND MOUNTING BRACKETS, GPS ANTENNAS AND KU Stephen A. B�•a NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS 5' (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT B UNTIL COMPLETION OF CONSTRUCTION. ANTENNAS WRITTEN PERMISSION OF THE OWNER. PROFESSIONAL C) UHF COAX AND HANGERS 21. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH D) INTEGRATED LOAD CENTER CABLE MANUFACTURERS RECOMMENDATIONS. 6. 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... 6. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 22. CONTRACTOR SHALL MINIMIZEISTURBANCE 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 REGARDING THE CONTRACT DOCUMENTS, (E) CONDITIONS AND/OR DESIGN INTENT, EROSION AND SEDIMENT CONT�,OL 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 REGULATORY AUTHORITIES. INSULATION, UNLESS OTHERWISE NOTED. I 7. DETAILS PROVIDED ARE FOR THE PURPOSE OF SHOWING DESIGN INTENT. 23. ALL CONSTRUCTION WORK IS TO ADHERE TO APPLICANT'S INTEGRATED 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, IT IS A VIOLATION OF THE LAW 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 AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. OTHER CLASSIFIED AREAS. DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT 8. CONTRACTOR SHALL PAY FOR APPLICABLE PERMITS, FEES, INSPECTIONS AND 24. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PERFORM THE TESTING. CONTRACTOR IS TO OBTAIN PERMIS AND APPROVED SUBMITTALS PRIOR CONSTRUCTION IN ACCORDANCE PER STATE BUILDING STANDARDS CODE AND 9. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE TO ORDERING MATERIALS AND THE COMMENCEMENT OF WORK. STATE CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS BY THE APPROVED PLANS AND SPECIFICATIONS WHEREIN THE FINISHED WORK FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR WILL NOT COMPLY PER STATE',CODE OF REGULATIONS, A SCOPE OF WORK THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 9. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO 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 � w PRIOR TO PROCEEDING WITH THE WORK. REQUIRED BY SPECIFICATIONS, SET FORTH BY APPLICANT. 10. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS 25. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED BY THE NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, CONTRACTOR FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY 11. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR A . DAMAGE FOR THE DURATION 0'F WORK. FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL LY FUNCTIONAL AND SHALL BE APPROVED BY THE MOBILITIE CM AND LOCAL 11. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING ACCEPTED 26. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM JURISDICTION. ANY DIFICIENCIES SHALL BE CORRECTED BY AN ELECTRICAL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF CONTRACTOR AT THE SOLE COST OF THE CONTRACTOR. INDUSTRY-STANDARD SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY ACCEPTANCE. ANY CORRECTIVOWORK SHALL BE COMPLETED AT THE SOLE COST RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OF THE CONTRACTOR. AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER 12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONTRACT, UNLESS OTHERWISE NOTED. INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. ELECTRICAL NOTES: JA90XS918C 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORN: AREA, 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL ATLANTIC BEACH,FL 32233 ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE PROPOSED 36'-2"WOOD POLE 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 13. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE MOBILITIE CM AND PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE MOBILITIE CM HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. SCHEDULE THEIR ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. SHEET NUMBER 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, RADIO mobilintime EQUIPMENT AND BACK HAUL EQUIPMENT WILL BE REQUIRED TO HAVE BEEN 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, 14. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND RADIO EQUIPMENT AND BACK HAUL EQUIPMENT. BEFORE MATING. 15. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND 3. ALL TEST RESULTS SHALL BE TIME STAMPED, RECORDED AND PRESENTED PRIOR j 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, (NFPA) 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 WINES. FOLLOW ANTENNA AND BTS APPROVAL TO ENERGIZE THE EQUIPMENT. MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. PROJECT NO: 9FLB003568C 18. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK 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: SIB 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 B 01-12-17 REVISION RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. PROVIDE SUPPLEMENT GROUNDING RODS AS REQUIRED TO ACHIEVE SPECIFIED GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF A 11-11-16 FOR CLIENT REVIEW OHMS READING. GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED PROJECT. 20. DISCONNECT SWITCHES SHALL BE UL-RATED, H.P. RATED HEAVY-DUTY, BY THE MOBILITIE CM. 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 R 9. NOTIFY ARCHITECT/ENGINEER IF THETRE ARE ANY DIFFICULTIES INSTALLING PLANS HAVE. BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND Stephen A. Bn 21. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR PROFESSIONAL ENGINEER j ANTI-OXIDE COMPOUND KNOWN AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, 10. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED A THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR j INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. MINIMUM OF 30" BELOW GRADE 6 BELOW FROST-LINE IN TRENCH, UNLESS DETERMINING EXACT LOCATION OF 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 POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. 4. CONTRACTOR SHALL VERIFY ALL (E) UTILITIES BOTH HORIZONTALLY AND RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED POSSIBLE, WITH A MINIMUM 12" BEDDING RADIUS NOT LESS THAN 90 DEGREES. VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED 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 GRUNDING 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 NEC. A. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR OUTDOOR USE OR AS FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED FL LICENSE:68902 1/19/17 AT THEIR OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL LOCAL UTILITY APPROVED BY APPLICANT P 0JECT MANAGER. 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 B. CADWELD, EXOTHERMIC WELD WELDED CONNECTIONS . DIRECTION OF A LICENSED PROFESSIONAL 24. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH 'YPE ( ) HOURS PRIOR TO START OF CONSTRUCTION. 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 PRESSUREAND 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 x 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 OBT:4INED BY THE CONTRACTOR. 15. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 7. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE 250-82 AND SHALL BOND ALL (E) iAND NEW GROUNDING ELECTRODES. NEW WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) DE BUT NOT LIMITED TO GROUND RODS. 27. TELEPHONE OR FIBER SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS GROUNDING ELECTRODE SHALL INCL� REQUIREMENTS. WITH PULL STRINGS AS INDICATED ON DRAWINGS. FIEMENTS: 28. ELECTRICAL AND TELCO/FIBER RACEWAYS TO BE BURIED A MINIMUM DEPTH' OF TESTING AND EQUIPMENT TURN UP REQUIJA90XS918C 30", UNLESS OTHERWISE NOTED. 1. RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT TESTING 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 36'-2"WOOD POLE 29. CONTRACTOR SHALL PLACE 6" WIDE DETECTABLE WARNING TAPE ATA 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 j 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 j SITE 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 11GC TO PLACE FILTER MATERIAL 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. mobilifle ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF 1. ALL FINAL GRADED SLOPES''SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 STANDARD PROCTOR DENSITY. VERTICAL, UNLESS OTHERWISE NOTED. 20. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. 10. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD 2. BACKFILL OF POLE SHALL BE 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 FORIZONTAL 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 SHALL BE REMOVE FROM BORE AREA AND SHALL NOT BE LOADS WILL OPERATE. USE PLANKING 'MATTS' OR OTHER SUITABLE PROTECTION REUSED FOR BACKFILL DESIGNED TO SPREAD EQUIPMENT LOADS AS MAY BE NECESSARY. REPAIR ANY DAMAGE TO (E) GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE IS 12. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO 9. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF DUE TO THE CONTRACTORS OPERATIONS. DEBRIS, PAPER, TRASH, WEEDS, BRUSH, EXCESS FILL, OR ANY OTHER DEPOSITS UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL 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 13. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. PROJECT NO: 9FLB003568C 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 CHECKED BY: SJB WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OI HER UTILITY EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT COMPANIES HAVING JURISDICTION OVER THIS LOCATION. FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL NOTES: GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISS THE SAME TYPE SPECIFIED OR THE FOUNDATION. CRUSHED STONE MAY BE IED PERMITS. USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE B 01-12-17 REVISION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER MATERIAL, IF USED, SHALL OT SUBSTITUTE FOR REQUIRED THICKNESS OF A 11-11-16 FOR CLIENT REVIEW CLEAN UP FOR AREAS IN VIOLATION. CONCRETE. KMB DESIGN GROUP, LLC 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MA NTENANCE OF 11. ALL EXCAVATIONS SHALL BCLEAN OF UNSUITABLE MATERIAL SUCH AS EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION F)R VEGETATION, TRASH, DEBIR AND SO FORTH PRIOR TO BACK FILLING. BACK FILL Stephen A. Bra PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS. ALL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM, SANDY CLAY, EROSION AND SEDIMENTATION CONTROLS SHALL BE MAINTAINED IN PLACE PROFESSIONAL ENGINEER THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIaNS. 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 PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS SUBJECT TO EROSION. PRIOR TO BACK FILLING. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE 14. FINISHED GRADING SHALL B SLOPED TO PROVIDE POSITIVE DRAINAGE AND FL LICENSE:68902 1/19/17 SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB PERIT IS A SON,UNLESS IONTHEOF ACTING FOR ANY ER THE THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH DIRECTION OF A LICENSED PROFESSIONAL PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE GRADE OF CONCRETE PADSSHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL ENGINEER,TO ALTER THIS DOCUMENT CONTRACTORS EXPENSE. FINISH GRADE ELEVATIONS. HROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHEfE 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 BYK ` TYPAR GEOSYNTHETICS OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS THE FACILITIES SHALL BE REMOVED. 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 8. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED OTHERWISE NOTED. TM AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACIL TIES AFFECTING LAND DISTURBANCE. 16. IN ALL AREAS TO RECEIVEILL: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL JA90XS918C ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING MATERIAL WILL BIND WITH ( )/PREPARED SOIL SURFACE. ATLANTIC BEACH,FL 32233 THE CONSTRUCTION AREA. THIS MAY INCLUDE, BUT IS NOT LIMITED TO SUCH PROPOSED 36'-2"WOOD POLE MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK 17. WHEN SUB GRADE OR PREP RED GROUND SURFACE HAS A DENSITY LESS THAN DAMS. 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, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. 18. IN AREAS WHICH (E) GRAVEL SURFACING IS REMOVED OR DISTURBED DURING SHEET NUMBER CONSTRUCTION OPERATIONS,i REPLACE GRAVEL SURFACING TO MATCH ADJACENT �±w'�q J V,�1