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1085 Jasmine St (vault) OTES ' ALL PROPOSED CONST, RLICTION WILL BE PER N t� - I' CITY OF ATLANTIC BEACH SPECIFICATIONS 1089 AS WELL AS ALL NESC SAFETY CODES. _ _ ALL PROPOSED CATV WILL BE WITHIN THE PROJECT FINISH — — JOB SITE z E a CITY OF ATLANTIC BEACH RIGHT-OF-WAY. PROPOSED AERIAL / CAN FACILITIES ALL PROPOSED UNDERGROUND CAN WILL BE BURIED GPS COORDINATES \ W 9TH ST. �. A MINIMUM OF36" DEEP. EXCEPT BORES 48" DEEP. 30.19959N, 81.25401W ALL PROPOSED UNDERGROUND CAN ROAD BORES WILL USE CITY APPROVED JACK & BORE OR / DIRECTIONAL BORE MACHINE, AS WELL AS CITY / 7' W 1ST ST. APPROVED CONDUIT. _ ALL PROPOSED CAN ROAD BORES WILL EXTEND A \ 1085 MINIMUM OF 4' BEYOND THE EDGE OF PAVEMENT. / ATLANTIC BLVD. CL�w ALL PROPOSED CAN DRIVEWAY BORES WILL EXTEND I 1 (lob A MINIMUM OF 2' BEYOND THE EDGE OF PAVEMENT. ALL PROPOSED CATV WILL BE .700' OR .840' I I DIAMETER, INSULATED COAXIAL CABLE OR 1.0' DIAMETER, INSULATED FIBER OPTIC CABLE, AND WILL BE LASHED TO .250' STEEL STRAND V - CABLE USING .125' STD. GALV. LASHING WIRE. J ♦ ICINITY MAP ' ALL PROPOSED AERIAL CATV CROSSINGS (BOTH J ROADWAYS MID-SPAN EIGHTDRIVEWAYS)OFOAWILL HAVE MINIMUM C I 1011 SCALE, NONE ALL OTHER PROPOSED AERIAL CATV WILL HAVE MINIMUM MID-SPAN HEIGHT OF 16'-6' AS PER NESC SPECIFICATIONS. IPROPOSED RgtRO EXISTING JEA REBUILD AERfAf� LOCATES WILL BE REQUIRED IN ALL PROPOSED - PROPOSED AERIAL I - POLES CAN FACIUTIE UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR CATV FACILITIES I I I - TO CONSTRUCTION. INS.GROIM 3'T1`. - 3'TV. NOTIFICATIONS TO ALL UTILITIES INVOLVEDI I 3'Trp. 3 Tp DOS.JFA r ' WILL BE MADE PRIOR TO CONSTRUCTION. I 3'ttv. 3 11`. }PFJMARY TRIPLEX - I T 1 ( I I Dr. JEA SECONDARY ^� USE CASE 1 MOT ' I 1007 PROPOSED AERIAL CATV .Q 7' TYPICAL ROM ENT CITY OF ATLANTIC BEACH NOTES I I Q T'�A��`"' ^ �-� HEIGHTS(AT 711E POLO I I I IXK.GLADE - IN ORDER TO REDUCE THE DISRUPTION AND COST WZ I OF UTILITY DAMAGES OCCURRING IN THE CITY OF I TI ATLANTIC BEACH RIGHT-OF-WAY(R/W) AND EASEMENTS, THE PERMITTEE SHALL PREVENT DAMAGES TO EXISTING - Z UTILITIES CAUSE BY THE WORK THROUGH FIELD I 1003 .ri VERIFICAION OF THE LOCATION OF THE EXISITING TYPICAL "PARALLEL" UTILITIES IN CASE OF OPEN EXCAVATION. I I VERIFICATION MAY BE PERFORMED DURING THE I ' I (NOT TO SCALE) PERMITTIES WORK, IN THE CASE OF DIRECTIONAL H DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR TO MOBILIZATION OF THE DRILLING EQUIPMENT. ( I ( PROPOSED AERIAL � CAN FACILITIES THE PERMITTEE SHALL VERIFY THE LOCATION OF ( I I - 10' 2C' I Ixls.caoulJD EXISTING UTILITIES AS NEEDED TO AVOID CONTACT PROJECT START 1 20' 16)' 3'TYP. 3 T1`. - WITH DETECTION EQUIPMENT OR OTHER ACCEPTABLE 3'Tvp. 3 TYP Dn.JFA PROPOSED AERIAL MEANS, SUCH METHODS MAY INCLUDE BUT SHALL NOT � 3't1`. PRIMARY TRIPLIX BE LIMITED TO-"SOFT DIG"- EQUIPMENT AND CATV FACILITIES — Ws GROUND PENETRATING RADAR (GPR). THE EXCAVATOR GPS COORDINATES SHALL BE HELD LIABLE FOR DAMAGES CAUSED TO EXISTING AERIAL CA CITY'S INFRASTRUCTURE AND THE EXISTING 30.19925N, 81.25397W I 7' I FACILITIES OF OTHER UTILITY COMPANIES TYPICAL I MID-SPAN - HDGHTS � n o, TYPICAL ATTACHMENT p I moo HDGHIS(AT THE POLE) M I ( ENS.GRADE. I I ( PROJECT TOTALS OR (OR( PAVED ROAD CROSS-STREET OR DRIVEWAY) a (L PROP. NEW AER. CATV— 207' Ix W W CK TYPICAL "CROSS G" 97H ST. W. (NOT TO SCALE) PROP. U/G CATV 0' MW' ,< [F BOWS 0PROJECT JASMINE ST. PLAN VIEW SC*LEI NONE NODE BE033 RIGHT OF WAY — — © CONCRETE POLE PRO � `(,ATV CITY 1F ATLANTIC BEACH AERIAL CATV X ROOD POLE F. MALCOMM, PWMA V conicast UNDERGROUND CATV ® RISER POLE fYPICA45 k DETA[[¢5 HUB NAME: BEACHES RIGHT-OF-WAY- RELIED POWER , , - R TELEPHONE —PHONi PHplR— ❑ PEDISTAL Sheet No.: L OF 2 County: DBVAL _ 5934 Richard St. P E 1 YM I T CAS _40—GAS-08- ❑V ANCHOR Scale: NONE state: FLORIDA SEWER 8111 81R ANCHOR I Jacksonville,Florida 32216 WATER —11 w w— < Date: D4/27/)Ebe Drafted: LDI 1 JASMINE ST CITY PERMIT MCT CASESLone Closure on a TwoeratShoulder Work Shoulder Work With Minor Encroachment DT- (2'-15' From the Edge of Pavement) (Within 2' of the Edge of Pavement) !Lane Road Pams1.�S* (Maintaining two—way traffic in two travel lanes) (Two Flogger Operation) BE Ar7sw orvrY, iNO 1..w MID—BLOCK SIDEWALK CLOSURE ! 9 ® ! 1 ®® ! i = Ma.R Ane © we qw�. SIGN SPACING law D_1rPE NOMNCE 5040M11 sNa» A s ♦ (�— � waw Ow"_4 +10% 1 7O0 100 �® waw MM w..d) 35% 350360 50% ON am No777-1 2", p -NOR p." 7 CASE 1 M .O.T. CASE 2 M.O.T. CASE . 3 M.O.T. m A CASE 3 MOT SHALL ONLY BE IMPLEMENTED W®wEooRr m E im c A AM C AMM°�+°� •� IN N ARE 910-11 N 9LL�70-111 N, 119016 DIS s1w a T1[aw7AA MOFOR9 1a or apWI N 10 i WHILE CONTRACTOR PERSONNEL ARE .OSI N.1NE�A oetR9a<1 a paw Rp<L 1N[TOOa111017 OR/0017 a 1lSIItl6RG11 ID 77E HaT M PRESENT. DURING OFF HOURS THIS MOT s DIM30M a 7L[ RI"1 TAe AM AM I ORO VO1a 9E C a SHOULD BE REMOVED AND TWO LANES OF ar�A A1° D °0N a M °aa - DO TRAFFIC RESTORED. 01M UN0111-1OYL ono/sa1s; AmPAR /1CA9x W fR st�ONr or Notx N.noo M3 TAPER LENGTH CRITERIA OD aloewa<c 1YPE of TAPER TAPER Le11OIN(U' m 7RAm MOMM TAPER AT LDW L M Lane Closure in Advance of an Intersection s1sTrlc TAM AT LFAET 0.9. W ... (Work Area on the Through Road) s17o1xaER TAPER AT!FAST o.sx _ CNE w1E.1r7o tlLW 7R"FRSC TA►E1L toD R.RWOAIY ® oa-11s,WAM TAPER 100 FT PER we Urban Street Work in Travel Lane or a MinoF ® ! ! WORNALAs FOR L ME ASSFOOLyyW (Maintaining Two—Way Traffic) FOR seem LEIIIS Of+0 1fiN at!Ess FOR SPM Mals of 48 MPH OR a11EATm — 00 ® 4 WHERE:L-TAPER UD O%n Im FEET ® ! • �� 1/-W-11H OF OF R N FEEF - S POOIOD EPE%U/F ALL ROAD CROSSINGS SHALL BE DONE IN � ONE DAY. CROSS STREETS ARE TO BE ! t MAINTENANCE �19F TRAFFIC REQUIREMENTS RESTORED TO TWO LANES OF TRAFFIC ..7.r DURING NON-WORKING HOURS. 1, ANY MODIFICATIONS OF OF TRAFFIC PLAN MAINTENANCE SUBMITTED TO THE CEIY�j� ENGINEERING FOR = CASE 5 M.O.T. REVIEW AND APPROVAL TO IMPLEMENTATION. MINIMUM 11 WIDTH FOR EACH TEMPORARY �\ 2. PROJECT WORK HOURS l gN 7:00 AM TO 7:00 PM ON LANE. IF 11' CANNOT BE MAINTAINED, A ! t RESIDENTIAL STREETS.At}jb g.Op AM TO 4,•pp PM ON COLLECTOR OR ARTERIAL STREETS. GENERAL NOTES _CASE 3 MOT MUST BE USED. r " 3. CONrnAcroR Musr ExLsnNG s1GNING. s sIONs ARE oAEEACED �� DUE TO HIS ACTMTY CONTRACT0 S REOUINED TO REPLACE THEM IN ACCORDANCE WITH CU CITY STANDARD SPECWICATKk6 *AMED1ATELY. 1 ONLY THN�K NS CONTROLLING WIG PED STRIANN FLOWS CONTROL OWN. CASE 4 M. •T• ~ 'P -"� 4. THIRTY FOOT RADII ARE Ij�W�D AT ALL INTERSECTIONS WERE THE ON STREETS. NEEDED ROADWAY S REBUILT. 2. TEMPORARY WALKWAYS SHALL BE A MINIMUM OF 4' WIDE AND KEPT ( S. ACCESS TO ALL STREETrg sAlIO DRIVEWAYS TO MAH ACED. AT ALL TRIES. FREE OF ANY OBSTRUCTIONS AND HAZARDS SUCH AS HOLES. DEBRIS. a. IF SIDEWALKS ARE AND HAVE TO REPLACED. EWIDICAP MUD, EQUIPMENT. STORED MATERW.S AND EIY:. RAMPS ARE TO BE INET . ( FOR DETAILS SEE INDEX 800 ) 7. THE CONTRACTOR (Co~ HIS ACTIVE.WORK AREA TO NO MORE 3. POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK THAN ONE BLOCK AT A, SHALL HAVE A 7' MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN e. THE ROADWAY SHALL%F DIED TO AT LEAST A LIE CONT SURFACE TO THE SIDEWALK. BEFORE R T RE t{O TRAFFIC.AND BEFORE THE CONTRACTOR MOVES ON TO THE COiALL BE IM ZONE. 4. THE CRY OF WOODBINE PROHIBITS MIDBLOCK CROSSING OF PEDESTRIANS 9- DUST CONTROL HEAVERS SHALL BE IMPLEMENTED ON ALL UNPAVED WHEN AN ALTERNATE ROUTE IS NOT FEASIBLE. CONTRACTOR SHALL PROVIDE SURFACES UNTIL PAVED7. AN ADA COMPLIANT PEDESTRIAN PATHWAY THROUGH THE WORK ZONE 7O. WHERE CONSTtn1CST O0 SNOT SHOWN ON PLANS. AC IF WHEN SIDEWALK IS CLOSED. CONTRACTOR WANTS To, TER Thi PNASMICSHowN. CONTRACTOR s TO SUBMIT PHASING PLAN A PROPOSED CONSTRUCTION SCHEDULE TO TRAFFIC ENGINEERING TOCONSTRUCTION CONDITIONS '1.. MING IN°NT fr TRAFFICENGINEERING DIVISION A UM OF 5 MKI - DAYS PRIOR TO a1PLEMEHTATION OF THE M.O.T. WHERE ANY VECHILE. EQUIPMENT WORKERS OR THEIR ACTIVITIES 12. TRAFFIC SIGNAL VEHICl /LO PS SHALL BE RESTORED TO PROPER OPERATION ENCROACH ON THE SIDEWALK FORWRHIN 36 HOURS OF DESTROYED OR DAMAGED. CONTACT TERRY A PERIOD OF MORE THAN 80 MINUTES DASANDEENN AT 387-8 OR MASON BOYD AT 3U?--W57 A MINIMUM OF 48 HOURS PRIOR TO CNG NEAR A SIGNALIZED INTERSECTION- SUBJECT- PERMIT INTERSECTION. SUBJECT: COUNT : BEACHES S PROPOSED UN � pUND CAFAIE TAE: FLORIDA CITY JACKSONVILLE BEAC SHEET NO.: 2 OF 2 DATE: 4/27/2008 O 'Vas NODE: BE33 5934 Richard St. FIGHT - OF - WAY DRAF"fED BY: LDA Jacksonville, FI. 32216 _._._. .-......�-.: _ - _�. . .-.-�... a uraar .. �, "::..•.,-.. -. .a�:�'etva.�,i s.�a..darn.nh<i'�tl933-a 1 d Iii: