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1892 Beach Ave BEACH AVE. ?�_TTY P-ERMIT 0-"DoAce F_- FW99or&A�,W Work Shoulder Work With Minor Encroachment Lane Closure on a Two-Lane Road Shoulder Portable Sign Support MOT. C-ASES (2'-15' From the Edge of Pavement) (Within 2' of the Edge of Pavement) (Two Flogger Operation) Arroo DNOW I lanes (Maintaining two-way traffic in two trave HIgh L-o!W—*K O&A- Work Arw MID-BLOCK SIDEWALK CLOSURE W-,**Sig- W (2-1 5' Fr g twc F(Ma-intainin SIGN SPACING DWAWX 3Er*EEH SOS- ROAD TIPE C A B T= too 100 URRAN(I-Wood) 100 350 350— Lqtem("W.") 350 RURAL- — 5C I_-OO 2,640 IOOD 4&Mh h* PoW 2 M .0.T. CASE 3 M.0.T. CASE CASE 1 M .0.T. 0", M, D.%A %E' A CASE 3 MOT SHALL ONLY BE IMPLEMENTED WHILE CONTRACTOR PERSONNEL ARE mr'),1B 43WICE 0 ISIME FIRSt AND S0100 WFX OW 11 IM TIM-SM —SION 5 PRESENT. DURING OFF HOURS THIS MOT ME DWANCE BETWEEN TT I'M OONIROL,szw'"&INDEX N.OLD SHOULD BE REMOVED AND TWO LANES OF .&=.%=ARE 70 BE ADJUSIED 10 FIT FIELD CDNDffU& TRAFFIC RESTORED. NM" DO TAPER LENGTH CRITERIA TNMER TH(I,), TWE OF TAM AT LEAST L MEROM TAPER Intersection AT LEAST D_% Do Lane Closure in Advance of an SHIFTNQ TAM AN LZAV OXX (Work Area on the Through Road) SHOUU)ER TAM 100 FT. ONE L.W_TWO WAY TWM TAM 100 FT PER LAW Ahl TAM — FORMULAS MR L AM AS FOUDWS n Travel Lane or a Minor Urban Street 1 Work i FOR SPEED LffM OF 40 MPH OR LOS FOR SPEED UMTTS OF 45 MPH OR OWA70 -Way Traffic) (Maintaining Two L�W12 so TAAP T AT Al WHERE.L TAPER LDIDIH IN FEET W WOTH OF OFFSET IN FEET S POSTED SPEED LIMIT MAI NTEN-A-NLE-D-F—T-R-A--FEIL-ELQ-UIR-LMEN—T-5 ALL ROAD CROSSINGS SHALL BE DONE IN ONE IN] ONE DAY. CROSS STREETS ARE TO I BE RESTORED TO TWO LANES OF TRAFFIC ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC PLAN SHALL BE DURING NON-WORKING HOURS. JACKSOwLLE BEACH, TRAFFIC ENGINEERING DIVISION FOR suamrrrED TO'ME , IMPUEMEWATION. REVIEW AND AppRDVAL PRIOR TO PROJECT WORK HOURS ARE BETWEEN 7:00 AM TO 7:00 PM CASE 5 M .O.T. 2. "EMDEX%TAE 00 pM ON CoLLEC%R OR S7. AND 9:00 AM TO 4* CONTRACTOR MUST MA04TAJN EXISTING SIGNING- IF SIGNS ARE DAMAGED MINIMUM 11' WIDTH FOR EACH TEMPORARY 3. IN BE MAINTAINED. A DUE TO HIS ACTIVITY.THE CONTRACTOR IS REQUIRED TO REPLACE THEM LANE. IF I I' CANNOT RRENT CITY STANDARD SPECIFICATIONS IMMEDIATELY. CASE 3 MOT MUST BE USED. ACCORDANCE WITH CU AT ALL INTERSECTIONS WHERE THE GENERAL NOTES 4. THIRTY MOT WN ME REQUIRED ROADWAY ISS RMUILT. FLOWS ARE SHOWN. NED AT ALL TIMES- DNLY THE SIGNS CONTROLLING PEDESTRIAN CASE 4 M.0.T. 5. ACCESS TO ALL STREETS AND DRIVEWAYS TO BE MAINTAI MER WORK ZONE SIGNS WILL BE NEEDED TO CONTROL TRAFFIC LKS ARE DISTURBED AND HAVE TO BE REPLACED- HANDICAP S. IF SIDEWA ON STREETS. RAMPS ARE To BE INSTALLED. TONO MORE TEMPORARY WALKWAYS SHALL BE A MINIMUM OF 4' WIDE AND KEPT THE CONTRACTOR SHALL CONFINE HIS ACTIVE WORK AREA 7. 2. S. DEBRIS, FREE OF ANY OBSTRUCTIONS AND HAZARDS SUCH AS HOLE THAN ONE BLOCK AT A TIME. MATERIALS AND ETC. RESTORED To AT LEAST A LIMEROCK SURFACE MUD, CONSTRUCTION EQUIPMENT. STORED a. THE ROADWAY SHALL BE FOR DETAILS SEE INDEX 600 BEFORE IT IS REOPENED TO TRAFFIC. AND BEFORE THE CONTRACTOR NEXT CONSTRUCTION ZONE. MOVES ONTO THE POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK SHALL BE IMpLEmENTED IN ALL UNPAVED SHALL HAVE A 7' MINIMUM CLEARA14CE FROM THE BOTTOM OF SIGN 9. DUST CONTROL MEASURES SURFACES UNTIL PAVED. To THE SIDEWALK. CONSTRUCTION PHASING IS NOT SHOWN ON PLANS, OR IF 10. WHERE CONTRACTOR IS TO CONTRACTOR Wmm TO ALTER THE PHASING SHOWN, WITH A PROPOSED CONSTRUCTION SCHEDULE To SUBMIT PHASING PLAN TRAFFIC ENGINEERING PRIOR To CONSTRUCTION BEACH CITY HAL.L (247-6219)A IT. CONTRACTOR SHALL NOTIFY JACKSONVIU.E TtON MINIMUM OF 5 WORKING DAYS PRIOR TO IMPLEMENTA OF THE M.O.T. CONDITIONS TRAFFIC SIGNAL VEHICLE Loops sHAL.L BE RESTORED TO PROPER OPERATION 12. DAMAGED. CONTACT TY WHERE ANY VECHILE. EQUIPMENT WITHIN 36 HOURS OF BE3NG DESTROYED OR EDWARD AT 247-6217 OR ANN MOODY AT 247-6219 A MINIMUM OF EIR ACTIVITIES WORKING NEAR A SfGNAUZED INTERSECTION. WORKERS OR TH 48 HOURS PRIOR TO ENCROACH ON THE SIDEWALK FOR A PERIOD OF MORE THAN 60 MINUTES COUNTY: DUVAL SUBJECT., PROPOSED UNDERGROUND STATE: FLORIDA CATV FACIUTIES 4 OF 4 ]�ACIIq FLO IN NODEBE032 SHEET NO.: ATLANTIC BE DATE: 2/25/09 FUTURE WORKS NODE' BE032 5051 HIGHWAY 17 SOUTH TTrF GREEN COVE SPRINGS, FLORIDA 32043 RIGn jL OF - WAY PERMIT DRAFTED BY: LD1 PH! 904.529.8834 FAX: 904.529.8837 CROSS SECTION FROM TAG "A" N.T.S. 25' 12' 13' 12' 7' 0 j: —FFF- -7. w=T T T_—T F I--I T T_— TT---FFj—_TTT___1 I Ed I I f�� =1 r I t t—:n Hill r::: m 1211 —1277 Ed I Ed I 3' -2431 A I' —36" 3611 z 0 48" — — —————— — — — — -4--- ----- ----- -- -- - - ---- - -- 4811 HDPE CONDUIT 60" 0 6031 LLJ Ld cy_ 0 0 Ld D_ CL (n INODE # BE032 PROPOSED UNDERGROUND CATV RIGHT OF WAY Q CONCRETEPOLE FACnXr= IN DUVAL COUNff. FLORIDA AERIAL CATV X WOOD POLE N CITY OF ATLANTIC BEACH TYPICALI3 & DET-41LB HUB NAME: BEACHES UNDERGROUND CATV RISER POLE FUTURE WORKS BURIED POWER BP_I,_=I—'_ 4 County: DUVAL C' PEDESTAL Sheet No.: 3 OF W. E 5051 HIGHWAY 17 SOUTH RIGHT-OF-WAY TELEPHONE —PHONE—PHONE— GAS —GAS—GAS GAS— Z,] VAULT Scale: NONE State: FLORIDA GREEN COVE SPRINGS, FLORIDA 32043 SEWER —SAN—SAN— ANCHOR Date: 2/25/09 Drafted: LDI PH: 904,529.8834 FAX: 904.529.8837 PERMIT WATER s a of LLJ 0 Ld 1923 I zt 2" 25 - - - - - - - - - - BRICK PAVERS PROPOSED U/G 1917 2" CONDUIT ........... ........... PROPOSED U/G CATV FAC I LITI ES r PULLED THROUGH L 2" CONDUIT 30/ 1892 BRICK PAVERS ...........- PROJECT FINISH PROPOSED U/G CATV FACILITIES PROJECT START GPS COORDINATES PROPOSED U/G 30.205311 N, 81.235239W CATV FACILITIES Cn GPS COORDINATES 30.205325N, 81.235277W PHONE 1' EOP EXISTING CATV 3' EOP 1890 SEWER 6 Evr WATER 1' EOP Lj BEACH AVE. PLAN VIEW SCALEi NONE INODE # BE032] N RIGHT OF WAY CONCRETE POLE PROPOSM UNDIMGROUND CATV AERIAL CATV FAC111TIM IN DUVAL COUNTY, FLORMA FUTURE WORKS CITY OF ATLANTIC BEACH X WOOD POLE E UNDERGROUND CATV 5051 HIGHWAY 17 SOUTH RISER POLE PLAN VIEW HUB NAME: BEACHES BURIED @ POWER _sp_Bp_8P_ — RIGHT-OF-WAY 0 PEDESTAL Sheet No.: 2 OF 4 County: GREEN COVE SPRINGS FLORIDA 32043 TELEPHONE PHONE—PHONE DUVAL s PH: 904.529.8834 FAX; 904-529.8837 GAS —CAS—GAS—GAS— E,3 VAULT Scale: NONE State: FLORIDA PERMIT SEWER SAN—SAN ANCHOR WATER _W_W_ L!.Ie: 2/25/09 Dmfted: LDI NOTES ALL PROPOSED CONSTRUCTION WILL BE PER N ully U� AILANTIC BEACH SPECIFICATIONS L AS WEE AS ALL NESC SAFETY CODES, w ALL PROPOSED CATV WILL BE WITHIN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY. Ld > ALL PROPOSED UNDERGROUND CATV WILL BE BURIED JOB SITE A MINIMUM OF 24" DEEP. EXCEPT BORES 48" DEEP. ALL PROPOSED UNDERGROUND CATV ROAD BORES U WILL USE CITY APPROVED JACK & BORE OR < DIRECTIONAL BORE MACHINE, AS WELL AS CITY APPROVED CONDUIT. p:I 1-3 ALL PROPOSED CATV ROAD BORES WILL EXTEND A F) OIL MINIMUM OF 4' BEYOND THE -_DGE OF PAVEMENT. VEWN( BORES WILL EXTEND ALL PROPOSED CATV DRI A MINIMUM OF 2' BEYOND THE EDGE OF PAVEMENT. ALL PROPOSED CATV WILL BE .700' OR .840' D AMETER NSULATED COAXIAL CABLE OR 1.0' DIAMETER: INSULATED FI13EP OPTIC CABLE, D El AND WILL BE LASHED TO .250' STEEL STRAND 4u CABLE USING .125' STD. GAL.V, LASHING WIRE, __j ALL PROPOSED AERIAL CATN/ CROSSINGS (BOTH R D MINIMUM OA WAYS AND DRIVEWAYS WILL HAVE MID-SPAN HEIGHT OF 18-0' TIC ATLAN BLVD, ALL OTHER PROPOSED AERIAL CATV WILL HAVE MINIMUM MID-SPAN HEIGHT [IF 16'-6' AS PER NESC SPECIFICATIONS. LOCATES WILL BE REQUIRED IN ALL PROPOSED VICINITY MAP UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR TO CONSTRUCTION. SCALE, NONE NOTIFICATIONS TO ALL UTILITIES INVOLVED WILL BE MADE PRIOR TO CONSTRUCTION, < LLJ C= 0 Z CITY OF ATLANTIC EEACH NOTES /13Lvl LLJ IN ORDER TO REDUCE THE DISRUPTION AND COST V) OF UTILITY DAMAGES OCCURRING IN THE CITY OF ATLANTIC BEACH RIGHT-OF-W�,Y(R/W) AND EASEMENTS, S4 THE PERMITTEE SHALL PREVENT DAMAGES TO EXISTING UTILITIES CAUSE BY JOB SITE THE WORK THROUGH FIELD VERIFICAdON OF THE LOCATION OF THE EXISITING UTILITIES IN CASE OF OPEN EXCAVATION. VERIFCATION MAY BE PERFORMED DURING THE PERMNIES WORK. IN THE Ckl;E OF DIRECTIONAL DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR _p z TO MOBILIZATION OF THE DRILLING EQUIPMENT. THE PERMITTEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEDED TO AVOID CONTACT :5-; WITH DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS, SUCH METHODS MAY NCLUDE BUT SHALL NOT Uj BE LIMITED TO-"SOFT DIG"- EQUIPMENT AND GROUND PENETRATING RADAR (GPR). THE EXCAVATOR SHALL BE HELD LIABLE FOR DAMAGES CAUSED TO CITY'S INFRASTRUCTURE AND --HE EXISTING FACILITIES OF OTHER UTILITY COMPANIES In Un fn 0 0 n M LA USE CASE 1 MOT F) PROJECT TOTALS PROP. NEW AER. CATV__ PROP. U/G CATV 30' PMP. # CF BMIES BEACH AVE. OVERALL VIEW SCALE, NONE R�O _B7E:0:372] N RIGHT OF WAY CONCRETE POLE PROPOSn UNVIMGROUND CAIT FACHMES IN DUVAL COUNTY, FLORMA AERlAL CATV X WOOD POLE FUTURE WORKS CITY OF ATIANTIC BEACH UNDERGROUND CATV— RISER POLE OVERALL VIEW HUB NAME: BEACHES E W. 5051 HIGHWAY 17 SOUTH BURIED POWER _BP_BP_BP_ E-i PEDESTAL She�t No.: I OF 4 County: DUVAL RIGHT—OF—WAY —PHONE TELEPHONE —PHONE— f:,] VAULT GREEN COVE SPRINGS, FLORIDA 32043 GAS -GAS—GAS—GAS- S.ale: NONE State: FLORIDA s PH1 904.529.8834 FAX: 904.529.8837 _< ANCHOR Date: 2/25/09 Dmfted: LDI PERMIT SEWER —SAN—SAN— WATER _w w_W_