PLANS OF PROPOSED S.R. 429 (WEKIVA PARKWAY) N. OF PONKAN RD. TO N. OF KELLY PARK RD. ORANGE COUNTY OOCEA PROJECT NUMBER

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HAVE CHANGED DUE TO REPRODUCTION. NOTE: THE SCALE OF THESE PLANS MAY

P.E. NO.: ENGINEER OF RECORD: PLANS PREPARED BY: SHEET DESCRIPTION SHEET NO. TO BE SUBMITTED TO: NO. SHEET YEAR FISCAL 12:16:59 PM T:\PROJECTS\OOCEA\Wekiva_203'\CADD\its\keyssp01.dgn USER: moze6236 5/27/2014 BEE LINE EXPRESSWAY FL OR I DA S TURN PIKE 10 PENSACOLA FORT WALTON BEACH PANAMA CITY CHIPLEY TALLAHASSEE 75 10 LAKE CITY 295 95 JACKSONVILLE ST AUGUSTINE GAINESVILLE

OCALA DAYTONA BEACH DELAND

4

NEW PORT RICHEY TAMPA 75 4 LAKELAND MELBOURNE -COCOA ORLANDO BARTOW ST PETERSBURG 275 SARASOTA -BRADENTON 75 95 FT PIERCE FT MYERS WEST PALM BEACH FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST

LOCATION OF PROJECT

EXPRESSWAY AUTHORITY MEMBERS ORLANDO-ORANGE COUNTY

14 EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

OOCEA PROJECT NUMBER - 429-203

ORANGE COUNTY

N. OF PONKAN RD. TO N. OF KELLY PARK RD.

S.R. 429 (WEKIVA PARKWAY)

PLANS OF PROPOSED

54624

FO-1

(407) 647-7275 ORLANDO, FL 32810 482 S. KELLER ROAD CERTIFICATE OF AUTHORIZATION #: 24 VENDOR #: 59-0896138.007 ORLANDO, FL 32810 482 S. KELLER ROAD ANDREW LUCYSHYN, P.E.

FIBER OPTIC NETWORK PLANS

INDEX OF FIBER OPTIC NETWORK PLANS

FIBER OPTIC NETWORK SHOP DRAWINGS

FIBER OPTIC NETWORK PLANS

ANDREW J. LUCYSHYN, P.E., PTOE

DATE DESCRIPTION

KEY SHEET REVISIONS

http://www.dot.state.fl.us/rddesign/

"Design Standards" at the following web site: For Design Standards Modifications click on

APPLICABLE DESIGN STANDARDS MODIFICATIONS: 01/01/13 AS AMENDED BY CONTRACT DOCUMENTS.

BRIDGE CONSTRUCTION DATED 2013,

AND STANDARD SPECIFICATIONS FOR ROAD AND DESIGN STANDARDS DATED 2012/2013, FLORIDA DEPARTMENT OF TRANSPORTATION, GOVERNING STANDARDS AND SPECIFICATIONS:

ATKINS PROJECT MANAGER: ANDY LUCYSHYN, P.E., PTOE OOCEA PROJECT MANAGER: GLENN PRESSIMONE, P.E.

100% SUBMITTAL

NOT FOR CONSTRUCTION

CONTRACT #: 000851

JOSEPH BERENIS, P.E. MARCO PENA

NORANNE B. DOWNS, P.E. TERESA S. JACOBS SCOTT BATTERSON WALTER A. KETCHAM, JR.

INTERIM EXECUTIVE DIRECTOR BOARD MEMBER

MEMBER, FDOT SECRETARY SECRETARY/TREASURER VICE CHAIRMAN CHAIRMAN

1. COORDINATION WITH POWER COMPANIES IS ONGOING. NOTES TO REVIEWER: FO-93 FO-90 - FO-92 FO-89 FO-86 - FO-88 FO-85 FO-84 FO-81 - FO-83 FO-79 - FO-80 FO-78 FO-74 - FO-77 FO-73 FO-72 FO-71 FO-70 FO-69 FO-68 FO-67 FO-66 FO-65 FO-64 FO-61 - FO-63 F0-60 FO-59 FO-58 FO-57 FO-56 FO-55 FO-54 FO-53 FO-52 FO-51 FO-50 FO-49 FO-48 FO-47 FO-46 FO-44 - FO-45 FO-43 FO-42 FO-35 - FO-41 FO-34 FO-31 - FO-33 FO-30 FO-11 - FO-29 FO-9 - FO-10 FO-8 FO-5 - FO-7 FO-3 - FO-4 FO-2 FO-1

REPORT OF SPT BORINGS FOR DEVICE STRUCTURES STRUCTURE DETAILS ACCESS WALKWAY DETAILS DMS PANEL CONNECTION DETAILS

TRUSS DETAILS DMS TRUSS FRAMING DMS

BOX TRUSS SIGN STRUCTURE GENERAL NOTES TMS POLE STRUCTURE DETAILS

POWER SERVICE DETAILS CROSS SECTION DMS

ITS DEVICE GROUNDING DETAILS

DCS AND 3 LINE DMS DEVICE CO-LOCATION DETAIL 3-LINE DMS BACKWALL DETAIL SHEET

DCS ANTENNA ON DMS TRUSS DETAIL SHEET POLE DATA SHEET

TMS INSTALLATION (12-SIDED STEEL POLE) DMS CABINET DETAIL

TMS CABINET DETAIL DCS CABINET DETAIL

PROPOSED DCS COVERAGE AREA DETAIL PROPOSED DCS SIGN STRUCTURE MOUNTING WIRING DIAGRAMS

DCS RF READER MODULE CABINET WIRING DETAIL TMS TVSS WIRING DETAIL

ENVIRONMENTAL CABINET MONITOR CONNECTION DIAGRAM ETHERNET SWITCH DETAIL

CONCRETE PULL BOX MOW PAD DETAILS CONCRETE PAD DETAIL FOR SLOPES FIBER OPTIC MANHOLE STUBOUT DETAIL FIBER OPTIC MANHOLE GROUNDING DETAILS FIBER OPTIC MANHOLE DETAIL 4' X 6.5' X 6.5' FIBER OPTIC MANHOLE DETAIL 4' X 4' X 4' FIBER OPTIC MANHOLE COVER DETAIL

FIBERGLASS EXPANSION JOINT DETAIL BRIDGE HANGER DETAIL

TYPICAL BRIDGE APPROACH DETAIL DIRECTIONAL BORE DETAIL TRENCHING DETAILS ROUTE MARKER DETAILS

TYPICAL MAINLINE AND RAMP SECTIONS FON SPLICING DETAILS

LINK LOSS BUDGET FIBER ALLOCATION CHART

FIBER OPTIC CABLE ROUTING SUMMARY SR 429 PLAN SHEETS

PROJECT LAYOUT LEGEND

GENERAL NOTES

TABULATION OF QUANTITIES SUMMARY OF PAY ITEMS KEY SHEET

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SUMMARY OF PAY ITEMS

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DESCRIPTION UNIT QUANTITY

FINAL

SUMMARY OF PAY ITEMS

ITEM NO.

PLAN

631-100 FIBER OPTIC CABLE INVENTORY EA

631-101 FIBER OPTIC SPLICE HOUSING INVENTORY EA

633-121-2 FIBER OPTIC CABLE (SINGLE MODE, 12 FIBER) (F&I) LF

633-141-3 F.O. SPLICE ENCLOSURE (72 SPLICE) (F&I) EA

633-141-4 FIBER OPTIC FUSION SPLICE EA

635-1-11 PULL BOX (F&I) EA

635-1-15 SMALL FIBER OPTIC PULL BOX (F&I) EA

638-001-0211 F.O.C.,2-1" HDPE/SDR 11 (TRENCH OR PLOW) (F&I) LF

638-001-0911 F.O.C.,9-1" HDPE/SDR 11 (TRENCH OR PLOW) (F&I) LF

638-260-0011 F.O.C., 6" SPLIT BSP SLEEVE (TRENCH OR PLOW) LF

638-361-0911 F.O.C., 6" PVC CASING W/ 9-1" HDPE/SDR 11 (TRENCH) LF

638-461-0914 F.O.C., 6" BRFG BULLET-RESISTIVE FIBERGLASS OUTER DUCT LF

W/ 9-1" HDPE/SDR 11, INSTALL ON BRIDGE

639-1-22 ELECTRICAL POWER SERVICE ASSEMBLY (F&I) EA

639-3-11 ELECTRICAL SERVICE DISCONNECT (F&I) (POLE) EA

641-2-12 CONCRETE POLE (F&I) (12' TYPE P-I I SERVICE POLE) EA

663-74-142 DCS FIELD EQUIPMENT 2 LANES (F&I) EA

664-1-140 TMS - POLE MOUNTED (F&I) EA

664-3-141 TMS - POLE MOUNTED (40' POLE) (F&I) EA

668-13 TYPE 170 CABINET (POLE MOUNTED) (F&I) EA

683-101 GIGABIT ETHERNET FIELD SWITCH (F&I) EA

683-103 HARDENED TERMINAL SERVER (F&I) EA

683-105 FIBER OPTIC PATCH PANEL - 12 PORT (F&I) EA

683-110 CUT-TO-LENGTH FIBER OPTIC JUMPER (F&I) EA

685-101 UNINTERRUPTIBLE POWER SUPPLY (F&I) EA

685-101A REMOTE POWER MANAGER (F&I) EA

685-103 CABINET / ENVIRONMENTAL MONITOR (F&I) EA

700-22-240 OVERHEAD TRUSS SPAN SIGN, (F&I) 151-200' EA

700-89-13F DMS (FULL COLOR) (LED) (WALK-IN) (F&I) EA

700-89-13F-SP FULL COLOR DMS (LED) (3 LINE) (SPARE PARTS) EA

715-2-115 CONDUIT 2" SCHEDULE 40 PVC (UNDERGROUND) (F&I) LF

783-8-1 TRAFFIC MONITORING STATION COMPOSITE CABLE (F&I) LF

4210-11 4'X4'X4' CONCRETE MANHOLE (F&I) EA

4210-12 4'X6.5'X6.5' CONCRETE MANHOLE (F&I) EA

LF CONDUCTORS (F&I) (INSULATED) #6 AWG

715-1-113

EA 678-1-111

REDUCTION ASSEMBLY

TRAFFIC CONTROLLER ACCESSORIES, F&I, POWER

22 5 7 455 491 1299 5 2 2 1 4 1 3 3 3 3 3 6 3 3 3 9298 3395 505 24 2 2 2 296 283 18758 3 1 2 2 2 844 52334

SR 429

429-203

PROJECT NO. ROAD NO.

USER: moze6236 5/28/2014 12:40:47 PM T:\PROJECTS\OOCEA\Wekiva_203_BSA\ITS\203'\ITS_A03_V04.dgn

NO. SHEET DESCRIPTION BY DATE REVISIONS DESCRIPTION BY DATE

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

Andrew J. Lucyshyn, P.E. No. 54624 Certificate of Authorization No. 24 482 S. Keller Road, Orlando, FL 32810

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FO-3

TABULATION OF QUANTITIES

ITEM NO. PAY SHEET REF. FINAL PLAN

FINAL PLAN FINAL

PLAN DESCRIPTION SHEET NUMBERS UNIT FINAL PLAN FINAL PLAN FINAL

PLAN PLAN PLAN FINAL

FINAL PLAN FINAL

PLAN FINAL PLAN FINAL

TOTAL GRAND SHEET

THIS TOTAL

FO-11 FO-12 FO-13 FO-14 FO-15 FO-16 FO-17 FO-18 FO-19 FO-20

TABULATION OF QUANTITIES

631-100 FIBER OPTIC CABLE INVENTORY EA 2 2

631-101 FIBER OPTIC SPLICE HOUSING INVENTORY EA 2 2

633-141-3 F.O. SPLICE ENCLOSURE (72 SPLICE) (F&I) EA 4 4

633-141-4 FIBER OPTIC FUSION SPLICE EA 292 292

635-1-11 PULL BOX (F&I) EA 7 2 9

635-1-15 SMALL FIBER OPTIC PULL BOX (F&I) EA 4 4

638-001-0211 F.O.C.,2-1" HDPE/SDR 11 (TRENCH OR PLOW) (F&I) LF 258 258

638-001-0911 F.O.C.,9-1" HDPE/SDR 11 (TRENCH OR PLOW) (F&I) LF 276 1362 565 1244 1401 1402 1401 1393 1394 1401 11838

638-260-0011 F.O.C., 6" SPLIT BSP SLEEVE (TRENCH OR PLOW) LF 20 20 30 20 10 20 20 140

638-361-0911 F.O.C., 6" PVC CASING W/ 9-1" HDPE/SDR 11 (TRENCH) LF 116 37 153

638-461-0914 F.O.C., 6" BRFG BULLET-RESISTIVE FIBERGLASS OUTER DUCT LF 716 111 827

639-1-22 ELECTRICAL POWER SERVICE ASSEMBLY (F&I) EA 1 1

639-3-11 ELECTRICAL SERVICE DISCONNECT (F&I) (POLE) EA 2 2

641-2-12 CONCRETE POLE (F&I) (12' TYPE P-I I SERVICE POLE) EA 3 3

663-74-142 DCS FIELD EQUIPMENT 2 LANES (F&I) EA 2 2

664-1-140 TMS - POLE MOUNTED (F&I) EA 2

668-13 TYPE 170 CABINET (POLE MOUNTED) (F&I) EA 2 2

2

683-103 HARDENED TERMINAL SERVER (F&I) EA 2 2

683-105 FIBER OPTIC PATCH PANEL - 12 PORT (F&I) EA 2 2

683-110 CUT-TO-LENGTH FIBER OPTIC JUMPER (F&I) EA 4 4

685-101 UNINTERRUPTIBLE POWER SUPPLY (F&I) EA 2 2

685-101A REMOTE POWER MANAGER (F&I) EA 2 2

685-103 CABINET / ENVIRONMENTAL MONITOR (F&I) EA 2 2

700-22-240 OVERHEAD TRUSS SPAN SIGN, (F&I) 151-200' EA 1 1

700-89-13F DMS (FULL COLOR) (LED) (WALK-IN) (F&I) EA 2 2

700-89-13F-SP FULL COLOR DMS (LED) (3 LINE) (SPARE PARTS) EA 2 2

715-2-115 CONDUIT 2" SCHEDULE 40 PVC (UNDERGROUND) (F&I) LF 432 363 795

783-8-1 TRAFFIC MONITORING STATION COMPOSITE CABLE (F&I) LF 18 363 381

4210-11 4'X4'X4' CONCRETE MANHOLE (F&I) EA 3 1 1 1 2 2 10

1684 LF

CONDUCTORS (F&I) (INSULATED) #6 AWG

715-1-113 1684

EA 678-1-111

REDUCTION ASSEMBLY

TRAFFIC CONTROLLER ACCESSORIES, F&I, POWER

2

2 2 2 2 2

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

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FO-4

TABULATION OF QUANTITIES

ITEM NO. PAY SHEET REF. FINAL PLAN

FINAL PLAN FINAL

PLAN DESCRIPTION SHEET NUMBERS UNIT FINAL PLAN FINAL PLAN FINAL

PLAN PLAN PLAN FINAL

FINAL PLAN FINAL

PLAN FINAL PLAN FINAL

TOTAL GRAND SHEET

THIS TOTAL

FO-21 FO-22 FO-23 FO-24 FO-25 FO-26 FO-27 FO-28 FO-29

631-100 FIBER OPTIC CABLE INVENTORY EA

631-101 FIBER OPTIC SPLICE HOUSING INVENTORY EA

633-141-3 F.O. SPLICE ENCLOSURE (72 SPLICE) (F&I) EA 1

633-141-4 FIBER OPTIC FUSION SPLICE EA 2

635-1-11 PULL BOX (F&I) EA 4 1 1 5

635-1-15 SMALL FIBER OPTIC PULL BOX (F&I) EA 1 2

638-001-0211 F.O.C.,2-1" HDPE/SDR 11 (TRENCH OR PLOW) (F&I) LF 25

638-001-0911 F.O.C.,9-1" HDPE/SDR 11 (TRENCH OR PLOW) (F&I) LF 1402 1098 1398 1391 228

638-260-0011 F.O.C., 6" SPLIT BSP SLEEVE (TRENCH OR PLOW) LF 20 245 20

638-361-0911 F.O.C., 6" PVC CASING W/ 9-1" HDPE/SDR 11 (TRENCH) LF 140 36 162

638-461-0914 F.O.C., 6" BRFG BULLET-RESISTIVE FIBERGLASS OUTER DUCT LF 156 316

639-1-22 ELECTRICAL POWER SERVICE ASSEMBLY (F&I) EA 1

639-3-11 ELECTRICAL SERVICE DISCONNECT (F&I) (POLE) EA 1

641-2-12 CONCRETE POLE (F&I) (12' TYPE P-I I SERVICE POLE) EA 1 1

663-74-143 DCS FIELD EQUIPMENT 3 LANES (F&I) EA 1

664-1-140 TMS - POLE MOUNTED (F&I) EA 2

664-3-141 TMS - POLE MOUNTED (40' POLE) (F&I) EA 1

668-13 TYPE 170 CABINET (POLE MOUNTED) (F&I) EA 1

1 1 1 2 1 1 1 468 685 706 522 124 2 4 3 3 2 1 1

683-103 HARDENED TERMINAL SERVER (F&I) EA

683-105 FIBER OPTIC PATCH PANEL - 12 PORT (F&I) EA

683-110 CUT-TO-LENGTH FIBER OPTIC JUMPER (F&I) EA

685-101 UNINTERRUPTIBLE POWER SUPPLY (F&I) EA

685-101A REMOTE POWER MANAGER (F&I) EA

685-103 CABINET / ENVIRONMENTAL MONITOR (F&I) EA

700-22-240 OVERHEAD TRUSS SPAN SIGN, (F&I) 151-200' EA

700-89-13F DMS (FULL COLOR) (LED) (WALK-IN) (F&I) EA

700-89-13F-SP FULL COLOR DMS (LED) (3 LINE) (SPARE PARTS) EA

715-2-115 CONDUIT 2" SCHEDULE 40 PVC (UNDERGROUND) (F&I) LF

783-8-1 TRAFFIC MONITORING STATION COMPOSITE CABLE (F&I) LF

4210-11 4'X4'X4' CONCRETE MANHOLE (F&I) EA

LF CONDUCTORS (F&I) (INSULATED) #6 AWG

715-1-113

EA 678-1-111

REDUCTION ASSEMBLY

TRAFFIC CONTROLLER ACCESSORIES, F&I, POWER 1

1218 2 30 1402 219 657 2055 2118 1566 13 2 1 3 25 6919 315 338 472 2 1 1 2 1 1 1 1 1 1 2 1 1 1 7614 2600 124 14 2 22 5 7 455 491 1299 5 2 2 1 4 1 3 3 3 3 3 6 3 3 3 9298 3395 505 24 2 2 2 296 283 18758 3 1 2 2

664-3-140 TMS - POLE MOUNTED (30' POLE) (F&I) EA 2

1 844 52334

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

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GENERAL NOTES (1)

17. 16. 15. 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. GENERAL NOTES:

FO-5

30. 29. 28. 27. 26. 25. 24. 23. 22. 21. 20. 19. 18. 30.

DURING ALL LANE CLOSURE OPERATIONS AND DURING ALL NIGHT OPERATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A LAW ENFORCEMENT OFFICER E.

MANUAL SPECIFIED IN THE MUTCD

FOR ADDITIONAL SIGN INFORMATION, INCLUDING SIZES, REFER TO STANDARD HIGHWAY SIGNS D.

DURING ALL PHASES OF CONSTRUCTION.

LANE WIDTH SHALL NOT BE LESS THAN 11 FEET. LANES SHALL BE PROPERLY DELINEATED C.

SERIES.

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT DESIGN STANDARDS, INDEX 600 B.

SHALL BE INCLUDED IN PAY ITEM 102-1 MAINTENANCE OF TRAFFIC (LUMP SUM)

OF CONSTRUCTION ACTIVITIES. ALL COSTS ASSOCIATED WITH THE MAINTENANCE OF TRAFFIC AUTHORITY, THE TRAFFIC CONTROL PLAN MUST BE IN PLACE PRIOR TO THE COMMENCEMENT PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF FLORIDA. ONCE APPROVED BY THE CONTRACTOR MUST PROVIDE A TRAFFIC CONTROL PLAN WHICH IS SGNED AND SEALED BY A WHICH CONSISTS OF UNMODIFIED FDOT DESIGN STANDARDS (600 SERIES); OTHERWISE THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE AUTHORITY FOR APPROVAL A.

MAINTENANCE OF TRAFFIC: ALLOTTED.

INFRASTRUCTURE NOT ON OOCEA FACILITIES. NO ADDITIONAL TIME OR MONEY WILL BE THE CONTRACTOR SHALL ACQUIRE ALL PERMITS BY OTHER AGENCIES FOR INSTALLATION OF NECESSARY.

THE CONTRACTOR SHALL AVOID AND/OR PROTECT ALL TREES AND ROOTS BY HAND DIGGING AS ALL SYMBOLS FOR ROADWAY LIGHTING ARE SHOWN FOR REFERENCE ONLY.

CONTRACTOR FOR LOCATION OF MANHOLE TIE-INS.

CONTRACTOR REGARDING LOCATIONS OF PULL BOXES AND COORDINATE WITH FIBER OPTIC THE CONTRACTOR SHALL REFERENCE SIGNING & MARKING PLANS AND COORDINATE WITH S&PM PLACED WITHIN EXISTING RIGHT-OF-WAY.

ACCOMMODATE LOCAL CONDITIONS AND EXISTING UTILITY LOCATIONS. CONDUIT SHALL BE CONTROLLER BOXES ARE DIAGRAMMATIC ONLY AND MAY BE SHIFTED BY THE ENGINEER TO THE LOCATION OF THE CONDUCTORS, CONDUITS, JUNCTION BOXES, SERVICE POINTS, AND ALL ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF.

FIBER SPLICING AND PORT ASSIGNMENTS.

INCLUDE A RECORD OF THE COLOR DESIGNATIONS OF ALL HDPE CONDUIT USED, AS WELL AS SERVICES, CONDUITS, STRUCTURES, AND FIELD COMPONENTS. THE AS-BUILT PLANS SHALL CONTAIN ACCURATELY DIMENSIONED LOCATIONS FOR FIBER OPTIC CABLE, PULL BOXES, POWER AS-BUILT PLANS WITH ALL CHANGES MARKED IN RED TO THE ENGINEER. THE AS-BUILTS SHALL UPON FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL FORWARD A COMPLETE SET OF THIS PLAN SET.

ALL OF THE GENERAL NOTES FOR THE CONTRACT CONSTRUCTION DOCUMENT SET WILL APPLY TO CONTRACTOR SHALL REVIEW SPECIFICATION 631 FOR OTHER FON PRESERVATION DETAILS. FIBER OPTIC NETWORK SHALL BE PERFORMED ON ONE SIDE OF THE ROAD AT A TIME. THE THE OOCEA FIBER OPTIC NETWORK. ANY CONSTRUCTION ACTIVITIES WITHIN TEN FEET OF THE CONSTRUCTION. AT NO TIME SHALL THERE BE ANY LOSS OF COMMUNICATIONS OR DATA ALONG THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIBER OPTIC NETWORK WITHIN THE LIMITS OF OHMS OR LESS IS ACHIEVED AT NO ADDITIONAL COST TO THE AUTHORITY.

GROUND ELECTRODE OR A GROUND ARRAY SHALL BE INSTALLED UNTIL MEASURED RESISTANCE OF 5 OBTAINED WITH THE INITIAL 20 LINEAR FEET OF GROUNDING ELECTRODE, THEN ADDITIONAL OHMS OR LESS. ALL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. IF 5 OHMS IS NOT 720 AND 721, WITH A MINIMUM LENGTH OF 20 LINEAR FEET AND A MEASURED RESISTANCE 5 DMS CABINET. INSTALLATION SHALL BE IN ACCORDANCE WITH OOCEA SPECIFICATIONS 620A, A GROUNDING ELECTRODE IS REQUIRED PER EACH POLE, DMS SIGN STRUCTURE, DMS BOX, AND ADDITIONAL PAYMENT WILL BE ALLOWED.

THE POLE LOCATIONS RE-ESTABLISHED BY A FLORIDA REGISTERED LAND SURVEYOR. NO AND/OR PAINTED MARKS ARE OBLITERATED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE FLORIDA REGISTERED LAND SURVEYOR. IF, DURING THE CONSTRUCTION PROCESS, THE STAKES THE CONTRACTOR SHALL ESTABLISH, STAKE AND PAINT POLE LOCATIONS WITH THE USE OF A

ISSUE.

TROUBLE TICKET. IF ALARMS REMAIN, ADVISE CEI IMMEDIATELY AND WORK TO RESOLVE THE ARE CLEAR. IF ALL ALARMS ARE CLEAR, ADVISE THE TECHNICIAN IT IS OK TO CLEAR THE COMPLETED. BE SURE TO ASK THE TECHNICIAN IF ALL ALARMS ASSOCIATED WITH THE TICKET NUMBER RECEIVED EARLIER AND ADVISE THE CENTURYLINK TECHNICIAN THAT WORK HAS BEEN ONCE WORK IS COMPLETE, CALL BACK IN AND REFERENCE THE REMEDY TROUBLE TICKET G.

ASK THE CENTURYLINK TECHNICIAN FOR A REMEDY TROUBLE TICKET NUMBER. F.

AND ENDING OF YOUR WORK.

ADVISE THE CENTURYLINK TECHNICIAN OF THE ESTIMATED TIME FRAME OF THE BEGINNING E.

HEADQUARTERS).

ANTICIPATE AN ALARM FOR IDENTIFY BY THE NEAREST MAINLINE PLAZA OR ON/OFF RAMP OR IDENTIFY THE AREA IN WHICH YOU ARE GOING TO BE WORKING AND WHICH SITES YOU D.

PROVIDE YOUR NAME AND CONTACT INFORMATION (INCLUDING PHONE NUMBER). C.

EXPRESSWAY AUTHORITY" (OOCEA).

IDENTIFY YOURSELF AS A CONTRACTOR WORKING FOR THE "ORLANDO ORANGE COUNTY B.

THEN OPTION 1, THEN OPTION 1.

CALL CENTURYLINK ANS TO OPEN A NEW TICKET. THE PHONE NUMBER IS 407-621-3802, A.

WORK PERFORMED IN ANY MANHOLE LOCATED ON THE FIBER OPTIC NETWORK (FON)-NO EXCEPTIONS. FON UTILITY WORK PROCEDURE: AN ANS TICKET MUST BE OPENED WITH CENTURYLINK FOR ALL

SPECIFICALLY EXEMPT IN THE PLANS. COST SHALL BE INCIDENTAL TO OTHER CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN EXISTING PRE-CONSTRUCTION CONDITION UNLESS AUTHORITY PROPERTY AFFECTED BY THE CONSTRUCTION WORK SHALL BE RESTORED TO A J.

PERFORMING ANY WORK WITHIN 2,000 FEET OF A TOLL PLAZA.

CONTRACTOR SHALL COORDINATE WITH TOLL PLAZA MANAGERS 72 HOURS PRIOR TO I.

THE CONTRACTOR'S OPERATIONS.

CONTRACTOR, I.E. CATASTROPHIC EVENTS, AND ACCIDENTS NOT NOT RELATED OR CAUSED BY TO OPEN TRAFFIC LANES/RAMPS IF SUCH CAUSE IS BEYOND THE CONTROL OF THE

CONSTRUCTION AND/OR HIS DESIGNEE, LANE RENTAL FEES WILL NOT BE CHARGED FOR FAILURE THE CONTRACTOR BY THE AUTHORITY. AT THE DISCRETION OF THE DIRECTOR OF

SHALL HAVE THE RIGHT TO APPLY AS PAYMENT ON SUCH FEES ANY MONEY THAT IS DUE TO LANE/RAMP IS OPEN TO A TRAFFIC FLOW AS RECORDED BY THE AUTHORITY. THE AUTHORITY LANE RENTAL FEES WILL BE ASSESSED AND WILL CONTINUE TO ACCRUE UNTIL SUBJECT H.

MINUTE THAT ANY LANE/RAMP IS NOT OPEN TO TRAFFIC.

ASSESSED TO THE CONTRACTOR IN THE AMOUNT OF $1,000 PER LANE/RAMP FOR EACH OCCUR OUTSIDE THE PERMITTED LANE CLOSURE HOURS, A LANE RENTAL FEE WILL BE AND TRAVEL LANES ARE REOPENED TO TRAFFIC. FOR MAINLINE AND RAMP CLOSURES THAT INSTALLED BY THE CONTRACTOR FOR LANE CLOSURES ARE REMOVED FROM THE CLEAR ZONE THE CONTRACTOR SHALL PLAN OPERATIONS SUCH THAT ALL EQUIPMENT AND MATERIALS OPEN TO TRAFFIC DURING THE TIMES OUTSIDE OF THE PERMITTED LANE CLOSURE HOURS. DELAY COSTS TO THE CONTRACTOR WILL RESULT IF ALL TRAVEL LANES AND RAMPS ARE NOT G.

TRAFFIC AND SHALL BE COMPLETELY COVERED SO AS NOT TO BE READABLE.

OPERATION, UNUSED MOT SIGNS MAY SIGNS MAY REMAIN IN PLACE, BUT SHALL NOT FACE THEIR USE FOR THE DESIGNED TRAFFIC CONTROL OPERATION. DURING RESTRICTED HOURS OF AND/OR WARNING DEVICES TO THE APPROPRIATE STORAGE FACILITY UPON COMPLETION OF IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL UNUSED BARRICADES, SIGNS, F.

SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE POLE ASSEMBLY, PULL BOX, ETC. HAUL ALL EXCESS EXCAVATION AND WASTE MATERIALS OFF-SITE. REMOVAL OF THESE MATERIALS ASSEMBLY, PULL BOX, ETC. ALL DISTURBED AREAS SHALL BE SODDED. THE CONTRACTOR SHALL RESETTING) IS CONSIDERED INCIDENTAL, AND IS TO BE INCLUDED IN THE COST OF POLE BOXES, ETC. (I.E. GRADING, SODDING, CLEARING AND GRUBBING, GUARDRAIL OR FENCE ALL MISCELLANEOUS WORK NECESSARY IN THE SHOULDER AREA TO CONSTRUCT POLES, PULL CONTRACTOR.

ALL APPLICABLE PROVISIONS OF EXISTING UTILITY EASEMENTS WILL BE ADHERED TO BY THE N.E.S.C. FOR CABLE USED.

MANUFACTURES REQUIREMENTS. ALL BENDS SHALL NOT BE LESS THAN RECOMMENDED BY N.E.C. OR AND NOT TO JACKET AND MEET MANUFACTURERS REQUIREMENTS. USE PULLING COMPOUND PER PULLING INSTRUCTIONS FOR POWER CONDUCTORS: CONNECT PULLING DEVICES TO COPPER WIRE SHALL BE PROPERLY GROUNDED AND BONDED PER N.E.C. REQUIREMENTS.

D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ALL COMPONENTS NATIONAL ELECTRICAL CODE, NATIONAL ELECTRIC SAFETY CODE, AND THE STATE OF FLORIDA ALL ELECTRICAL WORK SHALL MEET ALL REQUIREMENTS OF THE LATEST EDITIONS OF THE SAFEGUARD EXISTING UTILITIES DURING FIBER/EQUIPMENT INSTALLATIONS.

CONTRACTOR SHALL MAKE SURE THAT ALL NECESSARY PROTECTIVE MEASURES ARE TAKEN TO BACKFILLING AROUND POLE SHALL CONFORM TO SECTION 125 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL HAND DIG THE FIRST 4' AT EACH POLE INSTALLATION LOCATION. RESTORED TO ORIGINAL PRE-WORK CONDITIONS.

RESPECT TO MAINTAINING THE POWER FEED AND ROUNDING CIRCUITRY. ALL FEATURES SHALL BE SAFETY MEASURES WHEN WORKING IN OR AROUND THESE AREAS. CAUTION SHALL BE TAKEN IN FOR ALL OVERHEAD SIGN STRUCTURES, THE CONTRACTOR SHALL EXERCISE ALL APPROPRIATE ALL CONCRETE GUTTERS SHALL BE MAINTAINED OR RESTORED TO PRE-WORK CONDITIONS. THE WORK CORRIDOR SHALL BE RESTORED TO PRE-WORK CONDITIONS.

APPROXIMATE.

LOCATION OF ALL PROPOSED EQUIPMENT TO BE INSTALLED SHALL BE CONSIDERED TO BE ETC. ABOVE FIBER OPTIC CABLES (AT&T, MCI WORLD COM, OOCEA FIBER OPTIC ETC). THE VIBRATORY ROLLERS SHALL NOT BE ALLOWED FOR COMPACTION OPERATIONS OF PAVEMENT, SOILS, UNLESS APPROVED BY THE AUTHORITY. NO U-TURNS SHALL BE PERMITTED IN THE MEDIAN. PROJECT BY EXISTING RAMPS. NO ACCESS WILL BE ALLOWED THROUGH THE RIGHT-OF-WAY FENCE SITE OF WORK AT NO ADDITIONAL COST TO THE AUTHORITY. CONTRACTOR SHALL ACCESS THE AUTHORITY SYSTEM IN TRANSPORTING WORKERS, EQUIPMENT OR MATERIALS TO AND FROM THE THE CONTRACTOR IS RESPONSIBLE FOR PAYING OF ALL TOLLS INCURRED FROM USING THE OF SUNSHINE STATE ONE-CALL OF FLORIDA, INC.

BEGINNING ANY EXCAVATION OR DEMOLITION. NOT ALL UTILITY AGENCIES/OWNERS ARE MEMBERS INC., AT 1-800-432-4770, NOT LESS THAN 2 OR MORE THAN 5 BUSINESS DAYS BEFORE

FLORIDA STATUTE 556 REQUIRES CONTRACTORS TO CALL SUNSHINE STATE ONE-CALL OF FLORIDA, HAND DIGGING SHALL BE USED AROUND ALL KNOWN AND LOCATED UTILITIES.

AROUND AREAS OF OVERHEAD ELECTRICAL/TRANSMISSION LINES OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL EXERCISE ALL APPROPRIATE SAFETY MEASURES WHEN WORKING IN OR THE PROJECT AREA.

CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL OTHER CONTRACTORS OPERATING IN AT THE CONTRACTOR'S EXPENSE.

LANDSCAPE MATERIAL DAMAGED DURING THE CONSTRUCTION PROCESS SHALL BE REPLACED IN KIND CAUTION THROUGH LANDSCAPING LIMITS DURING ALL PHASES OF CONSTRUCTION ACTIVITY. ANY IN ORDER TO MINIMIZE IMPACT TO LANDSCAPING MATERIAL, THE CONTRACTOR SHALL EXERCISE ANY FURTHER WORK ACTIVITY.

IN THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND PRIOR TO PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE PROGRESSION OF ANY WORK SPECIFIED THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT ACTUAL PRIOR TO BEGINNING CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY THE ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY 48 HOURS

SR 429

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EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

(6)

GENERAL NOTES (2)

9. 8. 7. 6. 5. 4. 3. 2. 1. CONDUIT: 33. 32. 31.

GENERAL NOTES (CONTINUED):

10. 11. 12. 13. 14. 15. PULL BOXES: 1. 2. 3. DMS: 1. 2. 3. 4. 5. 6.

FIBER OPTIC CABLE:

1. 2. 3. 4. TMS: 1. 2.

PAY ITEM NOTES:

1. 2. 3. 4. 5. 6. 7.

FO-6

CABLE OUTER TENSILE RATING SHALL BE USED ON ALL PULLS.

EYE DURING CABLE PULLING. "BASKET GRIP" OR "CHINESE FINGER" TYPE ATTACHMENTS TO THE CENTRAL STRENGTH MEMBER AND ARAMID YARN SHALL BE ATTACHED DIRECTLY TO THE PULLING CHARACTERISTICS OF THE CABLES ARE NOT DEGRADED AT THE TIME OF INSTALLATION. THE BY THE CABLE MANUFACTURER AND SHALL BE SUCH THAT THE OPTICAL AND MECHANICAL THE FIBER OPTIC CABLE INSTALLATION TECHNIQUES AND PROCEDURES SHALL BE AS SPECIFIED THE SIGNAL.

STRUCTURES, AND CONNECTED TO THE DMS BOX, SHALL BE 1-2" FOR THE POWER AND 1-2" FOR THE GALVANIZED RIGID STEEL CONDUITS TO BE LOCATED ON EACH OF THE OVERHEAD SIGN LOCATION OF DMS EQUIPMENT.

CONTRACTOR TO COORDINATE WITH LIGHTING AND SIGNING CONTRACTOR REGARDING FINAL THE FIBER OPTIC LOCATE WIRE IS NOT BE RUN INTO THE CABINET OR DMS HOUSING. TO THE EXISTING "AUX" CIRCUIT OUTLET AS SHOWN IN THE BLOCK DIAGRAMS.

CONTRACTOR SHALL POWER THE DCS EQUIPMENT FROM A CONTRACTOR FURNISHED UPS CONNECTED DCS EQUIPMENT IS NOT TO UTILIZE THE GFCI RECEPTACLE FOR POWERING EQUIPMENT. THE REGISTERED LAND SURVEYOR. NO ADDITIONAL PAYMENT WILL BE ALLOWED.

CONTRACTOR'S RESPONSIBILITY TO HAVE THE DMS LOCATIONS RE-ESTABLISHED BY A FLORIDA CONSTRUCTION PROCESS, THE STAKES AND/OR PAINTED MARKS ARE OBLITERATED, IT IS THE LOCATIONS WITH THE USE OF A FLORIDA REGISTERED LAND SURVEYOR. IF, DURING THE

MONUMENTS HAVE BEEN OBLITERATED THE CONTRACTOR SHALL ESTABLISH, STAKE AND PAINT DMS IN AREAS WHERE DIMENSIONS ARE NOT PROVIDED ON THE PLANS OR WHERE THE EXISTING LIGHTING AND OTHER OOCEA CONDUIT PRIOR TO INSTALLATION OF DMS STRUCTURE FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING ROADWAY ANY MANHOLE INSTALLED WITHIN PAVEMENT SHALL HAVE STUBOUTS.

OHMS OR LESS IS ACHIEVED.

ELECTRODE OR A GROUNDING ARRAY SHALL BE INSTALLED UNTIL MEASURED RESISTANCE OF 25 THE INITIAL 20 LINEAR FEET OF GROUNDING ELECTRODE, THEN ADDITIONAL GROUNDING A MEASURED RESISTANCE OF 25 OHMS OR LESS. IF 25 OHMS OR LESS IS NOT OBTAINED WITH ELECTRODE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 620 AND SHALL MEET EACH FIBER OPTIC PULL BOX SHALL INCLUDE A MINIMUM OF 20 LINEAR FEET OF GROUNDING MAXIMUM PULL BOX SPACING FOR POWER SERVICE SUPPLY TO BE 500'.

PULL BOXES SHALL HAVE "OOCEA POWER" STAMPED ON THE COVER.

ALL FIBER OPTIC PULL BOXES SHALL HAVE "OOCEA" STAMPED ON THE COVER AND ALL POWER THE COST OF BRFG.

ALL HARDWARE AND BRACKETS ASSOCIATED WITH BRIDGE-MOUNTED BRFG SHALL BE INCIDENTAL TO PROJECT.

ROADWAY PLANS, DRAINAGE PLANS, STRUCTURE PLANS AND OTHER PLAN COMPONENTS OF THIS HORIZONTAL AND VERTICAL LOCATION AS SHOWN IN THE ROADWAY CROSS SECTIONS OF THE THE BACKBONE FIBER OPTIC CONDUIT NETWORK SHALL BE MAINTAINED AT A CONSTANT UNDERGROUND.

BORED FOR THE FIRST CONDUIT ONLY. SUBSEQUENT CONDUIT RUNS WILL BE PAID FOR AS MULTIPLE CONDUIT RUNS IN THE SAME TRENCH SHALL BE JACK AND BORED OR DIRECTIONAL TO VERIFY POSSIBLE UTILITY CONFLICT.

SECTION 2-4 OF THE FDOT SPECIFICATIONS. THE CONTRACTOR SHALL HAND DIG THE FIRST 4' EXAMINE JOB SITE CONDITIONS BEFORE SUBMITTING BID PROPOSALS IN ACCORDANCE WITH INSTALLED BY JACKING OR TRENCHING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE SHALL NOT OPEN ANY AREA THAT CANNOT BE BACKFILLED IN THE SAME DAY/NIGHT OPERATION. END OF EACH WORKING DAY OR WHENEVER THE WORK ZONE BECOMES INACTIVE. THE CONTRACTOR ALL CONDUIT TRENCHES SHALL BE BACKFILLED COMPLETELY TO PROVIDE SAFE CROSSING BY THE DUST, DIRT OR MOISTURE.

ALL NEW UNDERGROUND CONDUIT SHALL BE SEALED AT BOTH ENDS TO PREVENT THE ENTRY OF

9. 8.

10. 4.

WILL NOT BE PERMITTED.

MANHOLES. SPLICING THE TONE WIRE FOR THE TMS, DCS OR DMS TO THE BACKBONE TONE WIRE FOR THE 9-1" BACKBONE FON CONDUIT SHALL BE SPLICED CONTINUOUS IN THE FIBER OPTIC COILED IN THE FIBER OPTIC PULL BOX OR CABINET AT THE DEVICE LOCATION. THE TONE WIRE TO THE GROUNDING SYSTEM IN THE FIBER OPTIC MANHOLE AND 2 FEET OF TONE WIRE SHALL BE THE TONE WIRE FOR THE TMS, DCS AND DMS FIBER OPTIC CONDUIT RUNS SHALL BE CONNECTED IN ACCORDANCE WITH N.E.C. IDENTIFY ALL CIRCUITS AND EQUIPMENT WITH "LAMICOID TAGS". DRAINAGE OR OTHER UTILITIES PER THESE PLANS.

MINIMUM REQUIRED CONDUIT BURY DEPTHS SHALL BE MAINTAINED WHERE CONFLICTS OCCUR WITH USE.

ALL EMPTY POWER CONDUITS SHALL BE CAPPED AND FURNISHED WITH A PULL STRING FOR FUTURE ALL HDPE CONDUIT CONNECTIONS SHALL BE JOINED WITH ELECTROFUSION COUPLE.

SLACK INSIDE FOMH BEFORE ENTERING THE EXISTING FIBER OPTIC BACKBONE.

REQUIRED FOR CONDUIT ENTRY INTO THE MANHOLES. LEAVE MINIMUM OF 100 FEET OF CABLE TO THE BLUE 1" CONDUITS LOCATED INSIDE THE 4" STUBOUT. A 4" DUCT ORGANIZER IS

THE BLUE HDPE CONDUIT ENTERING A PROPOSED FIBER OPTIC MANHOLE (FOMH) SHOULD CONNECT CONDUIT RUN SHALL NOT EXCEED 270° OF BENDS BETWEEN MANHOLES OR JUNCTION BOXES. FIBER ROUTE AND AT ANY TURNS IN THE CONDUIT RUN.

INDICATING F.O. CABLE BURIED BELOW SHALL BE INSTALLED AT EACH MANHOLE ALONG THE TAPE CONTINUOUSLY RUN IN THE TRENCH 18" BELOW GRADE. IN ADDITION, RAISED MARKERS ALL FIBER OPTIC CONDUIT SHALL HAVE AN "OOCEA FIBER OPTIC CABLE BURIED BELOW" WARNING HORIZONTAL AND VERTICAL LOCATION.

THE BACKBONE FIBER OPTIC CONDUIT NETWORK SHALL BE MAINTAINED AT A CONSTANT EXCEED 4000'.

NOT EXCEED 1500'. SPACING BETWEEN FOMH INSTALLED IN AN UNPAVED SHOULDER SHALL NOT THE SPACING BETWEEN FIBER OPTIC MANHOLES (FOMH) INSTALLED IN A PAVED SHOULDER SHALL FIBER OPTIC MANHOLE SPACING:

ONE ANOTHER FOR CLARITY ONLY.

CABINET EQUIPMENT IS NOT TO BE STACKED. THE WIRING DIAGRAMS SHOW BLOCKS ON TOP OF AUTHORITY.

OUTSIDE OF NORMAL BUSINESS HOURS (7AM-6PM MONDAY-FRIDAY) UNLESS APPROVED BY THE ALL WORK INVOLVING THE SPLICING OR TESTING OF LIVE FIBERS IS TO BE PERFORMED I.

CENTURYLINK SHALL VERIFY THAT ALL ROUTER ALARMS HAVE CLEARED.

INSTRUCTED IN THE FON UTILITY WORK PROCEDURE. IN ADDITION TO THIS PROCEDURE, AND CONTACT CENTURY LINK TO CLOSE TICKET AFTER THE WORK IS COMPLETE, AS CURRENTLY THE CONTRACTOR SHALL OPEN A TICKET WITH CENTURYLINK PRIOR TO BEGINNING ANY WORK, H.

OR "HOT CUTS", ARE TAKING PLACE.

AN AUTHORITY REPRESENTATIVE SHALL BE PRESENT ON-SITE WHEN SPLICING LIVE FIBER, G.

POSSESSION OF THE MOST RECENT PLAN UPDATES BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL VERIFY WITH EITHER THE GEC OR THE CEI THAT THEY ARE IN F.

ESCALATION CONTACT BEFORE BEGINNING WORK.

A PRIMARY AND BACKUP EMERGENCY CONTACT SHALL BE PROVIDED AS WELL AS AN E.

PROPOSED SPLICING DATE.

A PRE-SPLICE MEETING SHALL BE HELD AT LEAST ONE (1) WEEK IN ADVANCE OF THE D.

PAY ITEMS.

TO BEGINNING WORK. PAYMENT FOR THIS WORK SHALL BE INCIDENTAL TO FIBER OPTIC SPLICING ADVANCE OF THE PRE-SPLICING MEETING. THIS MOP MUST BE REVIEWED AND APPROVED PRIOR SHALL PROVIDE A HIGH LEVEL OF METHOD OF PROCEDURE (MOP) AT LEAST ONE (1) WEEK IN FOR ALL WORK INVOLVING THE DISRUPTION OF LIVE NETWORK TRAFFIC, THE CONTRACTOR C.

BE DOCUMENTED IN WRITING.

INDICATED ON THE PLANS OR WITHOUT PRIOR APPROVAL. ANY PATCH PANEL CHANGES SHALL NO CONTRACTOR SHALL BE PERMITTED TO MOVE ANY PATCH PANEL CONNECTIONS UNLESS B.

PRIOR APPROVAL FROM THE AUTHORITY.

NO CONTRACTOR SHALL BE PERMITTED TO ENTER THE MAINLINE OR RAMP PLAZAS WITHOUT A.

FON UTILITY WORK GUIDELINES:

TRANSFORMERS ARE TO INCLUDE WINDING TAPS (4-2% 2+,2-)

APPROPRIATE LUGS FOR 120, 240 AND 480 SERVICES PER THE POWER SERVICE DETAILS. NO. 678-1-111. ALL TRANSFORMERS SHALL BE RATED FOR OUTDOOR USE AND HAVE THE TMS SENSORS SHALL BE MOUNTED PER MANUFACTURER'S USER GUIDE.

BE INCLUDED IN THIS ITEM, THIS INCLUDES THE 4' CANTILEVER ARM AS SHOWN IN THE PLANS. INSTALLATION. ALL REQUIRED EQUIPMENT NOT PAID FOR BY A SEPARATE PAY ITEM NO. SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF COMPLETING A FULL FUNCTIONAL PAY ITEM. THE WIRING DIAGRAMS ARE CONSIDERED THE MINIMUM REQUIRED EQUIPMENT AND DOES REQUIRED TO COMPLETE A FULLY FUNCTIONAL TMS INSTALLATION SHALL BE INCIDENTAL TO THIS NECESSARY TO COMPLETE A FULLY FUNCTIONAL TMS INSTALLATION. ANY NEMA ENCLOSURE 664-1-XXX SHALL INCLUDE ALL ADDITIONAL COMPONENTS, CABLING, AND ACCESSORIES BY A SEPARATE PAY ITEM NO. SHALL BE INCLUDED IN THIS ITEM.

OF COMPLETING A FULLY FUNCTIONAL INSTALLATION. ALL REQUIRED EQUIPMENT NOT PAID FOR MINIMUM REQUIRED EQUIPMENT AN DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLETE A FULLY FUNCTIONAL INSTALLATION. THE WIRING DIAGRAMS ARE CONSIDERED THE NO. 663-74-IXX. SHALL INCLUDE ALL ADDITIONAL COMPONENTS AND ACCESSORIES NECESSARY STANDARDS. THE PLATE SHALL BE RIVETED TO THE METER ENCLOSURE.

OUTSIDE FRONT BY A NON-FERROUS METAL OR PLASTIC PLATE PER DUKE ENERGY OR OUC 639-1-22. EACH POWER SERVICE METER ENCLOSURE SHALL BE CORRECTLY IDENTIFIED ON THE CONSIDERED INCIDENTAL TO THE COST OF THIS PAY ITEM.

FUNCTIONAL INSTALLATION (I.E. CIRCUIT BREAKERS, PHOTO CELLS, ETC.) SHALL BE

THE CONTRACTOR OF THE RESPONSIBILTY TO MEET ALL LOCAL REQUIREMENTS FOR A FULLY IN THESE PLANS SHOULD BE CONSIDERED THE MINIMUM REQUIREMENTS AND DOES NOT RELIEVE INSTALLATION PER THE LATEST OUC AND DUKE ENERGY STANDARDS. THE POWER SERVICE DETAILS THE REQUIRED DISCONNECTS AND OTHER COMPONENETS NECESSARY FOR AN ACCEPTABLE

NO. 639-X-XX . SHALL INCLUDE AND PAY FOR RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CONDUIT BANK IS BURIED UNDER PAVEMENT.

SPECIFICATIONS. TONE WIRE SHALL BE ENCLOSED IN 1" HDPE CONDUIT ONLY WHEN FIBER OPTIC REQUIREMENTS OF HDPE CONDUIT CONTAINED IN SECTION 638 OF THE TECHNICAL

SHALL BE CONNECTED TO FIBER OPTIC MANHOLES ON BOTH ENDS AND SHALL MEET ALL MATERIAL INSTALLING AN ADDITIONAL 1" HDPE CONDUIT AS A DUCT FOR THE TONE WIRE. HDPE CONDUIT 638-461-0914 & NO. 4230-1. PAYMENT FOR THESE ITEMS SHALL INCLUDE FURNISHING AND NO. 638-001-0211, NO. 638-001-0911, NO. 638-260-0011, NO. 638-361-0911, NO.

REQUIREMENTS.

638-461-0914 & NO. 4230-1. SEE SECTION 638 OF THE TECHNICAL SPECIFICATIONS FOR NO. 638-001-0211, NO. 638-001-0911, NO. 638-260-0011, NO. 638-361-0911, NO.

SPECIFICATIONS FOR REQUIREMENTS.

NO. 635-1-11, NO. 635-1-15 AND NO. 635-1-16. SEE SECTION 635 OF THE TECHNICAL FOR REQUIREMENTS.

NO. 633-121-2 AND NO. 633-121-4. SEE SECTION 633 OF THE TECHNICAL SPECIFICATIONS NO. 603A-100. SEE SECTION 603A OF THE TECHNICAL SPECIFICATIONS FOR REQUIREMENTS CHANNELS TO AVOID INTERFERENCE.

WHEN MOUNTING MORE THAN ONE SENSOR PER LOCATION, ENSURE THAT THEY ARE ON DIFFERENT APPLICABLE).

SHALL INCLUDE ALL LANES IN THE DIRECTION, THROUGH LANES AND RAMP LANES (IF

EACH TMS SENSOR SHALL READ ONE DIRECTION OF TRAVEL AS INDICATED IN THE PLANS. THIS BOX AS FIBER OPTIC CABLE.

UNDER NO CIRCUMSTANCES SHALL ENERGIZED CABLE BE PLACED IN THE SAME CONDUIT OR PULL FIBERS AND ALL FIBER SPLICING.

CONTRACTOR SHALL COORDINATE WITH OOCEA REPRESENTATIVE PRIOR TO DISCONNECTING ANY MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS.

ALL FIBER OPTIC CABLE INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH THE

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

(7)

GENERAL NOTES (3)

PAY ITEM NOTES (CONTINUED):

UTILITY NOTES: 1. 2. 3. 4. 2. 1.

FIBER CABLE AND CONNECTION DISTRIBUTION: 3. 2. 1. POWER CONNECTIONS:

FO-7

13. 14. 15. 16. 17. 18.

FIBER CABLE IN BLUE CONDUIT FOR FEEDER CABLE - 2-1" BLUE AND ORANGE HDPE CONDUITS W/ 1-12 STRAND FEEDER DROP CABLE

FIBER CABLE IN BLUE CONDUIT FOR FEEDER TRUNK CABLE. ORANGE CONDUIT FOR BACKBONE TRUNK CABLE AND 72-STRAND - 9-1" HDPE CONDUITS WITH 72-STRAND FIBER CABLE IN BACKBONE CABLE

PAY ITEM NUMBER 639-1-12 AND 639-1-22.

EQUIPMENT AND LABOR TO BE SUPPLIED FOR A COMPLETE CONNECTION AND IS TO BE PAID UNDER EXISTING OR NEW BREAKER PANEL WITH THE APPROPRIATE CIRCUIT BREAKER. ALL MATERIALS, CONNECTING TO THE PROPOSED POWER SOURCE. CONNECTIONS MUST BE MADE THROUGH AN CONTRACTOR'S ELECTRICIAN TO PRE-EXAMINE EACH SITE TO DETERMINE THE FEASIBILITY OF CONNECTIONS TO EXISTING POWER METERS TO BE ACCOMPLISHED PER STATE AND LOCAL CODES. FINAL CONNECTION BY DUKE ENERGY PERSONNEL.

SERVICE WIRE COILED INSIDE. CONTACT DUKE ENERGY NEW CONSTRUCTION AT 866-372-4663 FOR THAT EXISTS OR CONTRACTOR INSTALLS AND SET A PULL BOX WITH APPROX. 10' OF ELECTRICAL DUKE ENERGY SERVICE: CONTRACTOR TO RUN UNDERGROUND CONDUIT TO THE BASE OF PEDESTAL THE EVENT A PROPOSED POWER SOURCE IS NOT READILY AVAILABLE.

POSSIBLE TO ENSURE ALL POWER SOURCES CAN BE INSTALLED AS SHOWN IN THE PLANS OR IN THAT THE CONTRACTOR CONTACT EACH RESPECTIVE POWER COMPANY CONTACT PERSON AS SOON AS POWER SUPPLY LOCATIONS HAVE BEEN COORDINATED WITH DUKE ENERGY. IT IS RECOMMENDED

AND STAKE UNDERGROUND UTILITIES PRIOR TO EXCAVATING.

CONTRACTOR SHALL STAKE ALL POLE LOCATIONS AND REQUEST UTILITY COMPANIES TO LOCATE BE APPROVED BY THE ENGINEER.

SHALL VERIFY DEPTH BY POT HOLING PRIOR TO SHOOTING THE BORE. ANY OTHER METHOD MUST BE INCLUDED IN THE COST OF THE CONDUIT. WHEN BORING UNDER PAVEMENT, THE CONTRACTOR AND HORIZONTALLY (VVH) FOR ALL CONDUIT INSTALLATIONS. THE COST FOR THE VVH'S SHALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING UNDERGROUND UTILITIES VERTICALLY OTHERS AS DIRECTED BY THE ENGINEER.

TO LOCATE AND STAKE THEIR UNDERGROUND FACILITIES. UTILITIES ARE TO BE ADJUSTED BY EXCAVATING THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY OWNER(S) AND REQUEST THEM SHOWN AS NOTICE TO THE CONTRACTOR THAT UNDERGROUND UTILITIES EXIST. BEFORE BASED ON THE INFORMATION FURNISHED TO THE ENGINEER BY THE UTILITY OWNER(S) AND ARE THE LOCATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, ARE APPROXIMATE AND PRIMARY HIGH VOLTAGE COMPONENTS.

EXTREME CAUTION SHALL BE EXERCISED AT ALL TIMES IN PERFORMANCE OF WORK AROUND THE CONDUCTORS AT INSTALLATION SITE, OR TAKE OTHER SAFETY PRECAUTIONS AS NECESSARY. COMPANY, AT ITS OPTION, SHALL ASSIST THE OCOEE CONTRACTOR. COVER UP ENERGIZED INSTALLATION THAT IS WITHIN 10 FEET OF ENERGIZED ELECTRICAL CONDUCTORS. THE POWER THE CONTRACTOR SHALL NOTIFY THE POWER COMPANY AT LEAST 48 HOURS PRIOR TO ANY REQUIREMENTS. THE CONTRACTOR SHALL INCLUDE STUBOUTS IN ALL INSTALLED MANHOLES. NO. 4210-11 AND 4210-12. SEE SECTION 636 OF THE TECHNICAL SPECIFICATION FOR WORK.

PAD LOCATION ARE AT THE FINAL GRADE & COMPACTION PRIOR TO DUKE ENERGY DOING THEIR ALSO, THE CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THE CABLE ROUTE AND TRANSFORMER OF 36 INCHES FOR THE 2" CONDUIT (WITH PULL STRINGS) FOR SECONDARY SERVICE FEEDER. TRANSFORMER AND METER. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MINIMUM COVER CONNECTION OF THE ELECTRICAL SERVICE. DUKE ENERGY WILL PROVIDE THE PAD MOUNTED CONTINUOUS FOR THE ITS DEVICES. CONTRACTOR TO INCLUDE ALL FEES FOR INSPECTION OF NO. 17504. THIS LOAD CENTER SHALL NOT INCLUDE A PHOTOCELL SINCE THE POWER SHALL BE MISCELLANEOUS HARDWARE FOR A COMPLETE INSTALLATION AS PER PLANS AND STANDARD INDEX FROM POWER COMPANY POINT OF SERVICE TO DMS POWER SERVICE, PULL BOX AND OTHER PROTECTION ON THE OUTSIDE OF THE ENCLOSURE, BREAKERS, CONDUIT AND FEEDER CONDUCTORS METER BASE, SERVICE POLE INSULATORS, WEATHER HEADS, FUSES, PANEL BOARD, LIGHTNING NO. 715-7-11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONCRETE SERVICE POLE, NO. 715-2-334. THE 1-2" RGS SURFACE MOUNTED CONDUIT WILL HAVE 4 RUNS PER DMS. ETC. TO ITS ORIGINAL CONDITION.

THE LINEAR FOOT PRICE FOR CONDUIT SHALL ALSO INCLUDE RESTORING CUT PAVEMENT, SOD, & AND BACK FILL AS INDICATED IN THE PLANS, SPECIFICATIONS, AND THE "DESIGN STANDARDS". NO. 715-2-115. SHALL INCLUDE CONDUIT ELBOWS; SWEEPS, CONNECTING HARDWARE, TRENCHING SHALL BE MADE BASED ON LINEAR FEET OF SINGLE CONDUCTOR.

IN THE PLANS, SPECIFICATIONS, AND THE "ROADWAY AND TRAFFIC DESIGN STANDARDS" PAYMENT NO. 715-1-114, NO. 715-1-115, NO. 715-1-116. SHALL INCLUDE CONDUCTORS AS INDICATED

TERMINAL SERVICE, FIBER OPTIC JUMPER CABLES AS NECESSARY.

SPECIFICATIONS, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ETHERNET SWITCHES, AND 6' X 6' CONCRETE PAD (F & I) AS SHOWN HEREIN. PER SECTION 4.4 AND 4.5 OF THE DMS DEVICES INCLUDING TRANSIENT VOLTAGE SURGE SUPPRESSION, BREAKER PANELS, WIRING, AND A CONDUITS U-CHANNELS FOR MOUNTING ELECTRICAL EQUIPMENT, ELECTRICAL SUPPRESSION INCLUDE A POLE MOUNTED MAINTENANCE CABINET, STEP-DOWN TRANSFORMER, GALVANIZED PAY ITEM 700-89-13F, ELECTRICAL POWERED SIGN (CHANGEABLE - LED). THE PAY ITEM IS TO TO BE FURNISHED & INSTALLED AS DESCRIBED IN THE SPECIFICATIONS AND PAID FOR UNDER NO. 700-89-13F. THE DYNAMIC MESSAGE SIGN SYSTEMS (LED) (3 LINE) FOR THIS PROJECT ARE

SR 429

429-203

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EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

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6" BLACK STEEL PIPE (BSP) E/W 8-1" HDPE CONDUITS

1-6" BULLET RESISTIVE FIBERGLASS (BRFG)

CONDUIT ATTACHED TO BRIDGE E/W HDPE 8-1" CONDUITS

6" PVC, SCHEDULE 40 E/W 8-1" HDPE

6" SPLIT BLACK STEEL PIPE (BSP) E/W HDPE CONDUITS EXISTING FIBER OPTIC MANHOLE

EXISTING BLACK STEEL PIPE (BSP) PULL BOX (13"x24"x12"D)

FIBER OPTIC PULL BOX (17"x30"x12"D)

LEGEND

2-1" HDPE CONDUITS (FEEDER) EXISTING PULL BOX (13"x24"x12"D)

EXISTING FIBER OPTIC PULL BOX (17"x30"x12"D)

LOWERING SYSTEM ON STEEL POLE W/ FOUNDATION EXISTING POLE MOUNTED CABINET & CAMERA W/

LOWERING SYSTEM ON STEEL POLE W/ NEW FOUNDATION RELOCATED POLE MOUNTED CABINET & CAMERA W/

(OPENING 36", BASE 44"x24" DEEP) EXISTING FIBER OPTIC ROUND PULL BOX

(OPENING 36", BASE 44"x24" DEEP) PROPOSED FIBER OPTIC ROUND PULL BOX

FIBER OPTIC MANHOLE (4'x4'x4')

FIBER OPTIC MANHOLE (4'x6.5'x6.5') BOND WIRE CONNECTING ALL ITEMS.

SHEETS) AND INSULATED GREEN STRANDED CU AND GROUND WIRE SIZES SHOWN ON DETAIL INSULATED CONDUCTORS INSIDE (CONDUCTOR WITH AWG THWN STRANDED COPPER CIRCUIT 2" SCHEDULE 40 P.V.C UNDERGROUND CONDUIT PROPOSED UNDERGROUND SPARE POWER

WITH PULL STRING.

2" SCHEDULE 40 PVC UNDERGROUND CONDUIT PROPOSED UNDERGROUND SPARE CONDUIT

EXISTING CONCRETE PEDESTAL FOR POWER SERVICE. HDPE CONDUIT - SDR 11.

PROPOSED 2-1" FIBER OPTIC 1-4" SCHEDULE 40 PVC WITH

DIRECTION OF TRAVEL)

(# INDICATES NUMBER OF LANES READ, ARROW POINTS IN DATA COLLECTION SENSOR ANTENNA SITE

FIBER OPTIC MANHOLE WITH STUBOUT (4'x4'x4')

FIBER OPTIC MANHOLE WITH STUBOUT (4'x6.5'x6.5') PROPOSED POINT OF ELECTRICAL SERVICE

PAVEMENT MARKING PLAN SET. AS PART OF THE SIGNING AND SIGNING AND MARKING CONTRACTOR SIGN PANELS TO BE INSTALLED BY OVERHEAD SIGN TRUSS AND STATIC

PROPOSED TMS

BE PLACED OVER EACH LANE DETECTED) PROPOSED TMS DETECTION ZONES (SYMBOL SHOULD

GENERAL NOTES

AND LEGEND

9-1" HDPE CONDUITS (BACKBONE)

EXISTING 9-1" HDPE CONDUITS

FO-8

X

HAVE DMS LOGO.

BOOKLET) PULL BOX COVER SHALL (SEE INDEX 17700 DESIGN STANDARDS PROPOSED PULL BOX

CABINET TO BE SIZED BY CONTRACTOR. ANCILLARY ELECTRICAL EQUIPMENT. POLE MOUNTED CABINET AND

FOR POWER SERVICE.

PROPOSED CONCRETE PEDESTAL

TMS = TRAFFIC MONITORING STATION SDR = SIZE DIMENSION RATIO E/W = EQUIPPED WITH

PVC = POLYVINYL CHLORIDE OUTER DUCT FOPB = FIBER OPTIC PULL BOX FOMH = FIBER OPTIC MANHOLE FO = FIBER OPTIC

DMS = DYNAMIC MESSAGE SIGN DCS = DATA COLLECTION SENSOR

COND. 2 = CONDITION 2 CROSSING (SEE FIBER OPTIC TRENCHING DETAILS) COND. 1 = CONDITION 1 CROSSING (SEE FIBER OPTIC TRENCHING DETAILS) BSP = BLACK STEEL PIPE POLYETHYLENE CONDUIT

BRFG = BULLET RESISTIVE FIBERGLASS OUTER DUCT ABBREVIATIONS

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

(9)

N

PROJECT LAYOUT

£ SB SR 429

£ NB SR 429

500

Feet

0 100

¡ CONST. SR 429 (WEKIVA PKWY)

STA. 212+81.09

¡ CONST. SR 429 (WEKIVA PKWY)

BEGIN PROJECT SECTION 429-203

END PROJECT SECTION 429-202

FO-11

FO-12

FO

-

1

3 FO

-

1

4 FO

-

15 FO

-

16 FO

-

17 FO

-

1

8 FO

-

1

9 FO-20

LEGEND

PROPOSED TMS SITE

PROPOSED DMS SITE

PROPOSED DCS SITE

DMS 36.1 DCS 36.1 DMS 36.1 DCS 36.1 TMS 36.1 TMS 36.1

FO-9

10

20

30

210

220

2

3

0

24

0

25

0

2

6

0

270

280

320

3

0

34

0

35

0

3

6

0

3

7

0

380

1

2

0

1

3

0

1

4

0

15

0

1

6

0

170

180

2 2 PROJECT NO. ROAD NO.

USER: MOZE6236 4/14/2014 5:45:48 PM T:\PROJECTS\OOCEA\Wekiva_203_BSA\ITS\203'\playit01.dgn

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

ROAD NO. PROJECT NO.

429-203

SR 429

(10)

PROJECT LAYOUT (2)

¡ CONST. SR 429 (WEKIVA PKWY)

£ KELLY PARK RD

£ NB SR 429

£ SB SR 429

N

500

Feet

0 100

£ RAMP B

£ RAMP A

STA. 315+10.00

¡ CONST. SR 429 (WEKIVA PKWY)

BEGIN PROJECT SECTION 429-204A

END PROJECT SECTION 429-203

£ RAMP B-1

FO-21

FO-22

_FO-23

FO-24

FO-25

FO-26

F

O

-2

7 FO-28

F

O

-2

9 LEGEND

PROPOSED TMS SITE

PROPOSED DMS SITE

PROPOSED DCS SITE

DCS 37.6 TMS 37.6

FO-10

320

330

3

4

0

350

230

240

7

0

8

0

1

0

1

0

13

00

1

3

1

0

3

2

0

3

0

4

3

2

0

4

3

0

STA. 335+48.25 CONST. SR 429 (WEKIVA PKWY) 643BEGIN PROJECT SECTION 204A END CONSTRUCTION END PROJECT SECTION 203

STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 633-121-4 *638-001-0911 144 LF 3

280

290

300

310

3

4

0

350

230

240

7

0

9

0

1

0

1

0

380

13

00

180

5

2

9

0 5 30

0

5

3

1

0

23

00

23 ₁₀

PROJECT NO. ROAD NO. NO. SHEET DESCRIPTION BY DATE REVISIONS DESCRIPTION BY DATE

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

429-203

SR 429

(11)

SR 429 PLAN SHEET

N

50

Feet

0 10

M

A

T

C

H

L

I

N

E

S

T

A

.

2

1

4 +

2

0 .0

0

635-1-11 639-3-11 668-13 683-101 683-103 683-105 683-110 685-101 685-101A 685-103 700-89-13F 700-89-13F-SP 663-74-142

3-#6 AWG WIRES (240 VAC) 1-2" PVC POWER CONDUIT W/

715-1-113 715-2-115

715-2-115 783-8-1

(UTILIZE ORANGE CONDUIT) W/ TMS COMPOSITE CABLE

1-2" PVC COMPOSITE CABLE CONDUIT 635-1-11 639-3-11 668-13 683-101 683-103 683-105 683-110 685-101 685-101A 685-103 700-89-13F 663-74-142 700-89-13F-SP

715-1-113 715-2-115 STA 114+02, 64' LT

HUB CABINET

PROPOSED POLE MOUNTED

715-2-115 783-8-1

1-2" PVC COMPOSITE CABLE CONDUIT

635-1-11 715-1-113 715-2-115 1 EA 1 EA 1 EA 1 EA 2 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 2 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 54 LF 18 LF 1 EA 1 EA 13 LF 65 LF 8 LF 8 LF 1 EA 1 EA 1 EA 1 EA 72 LF 18 LF 10 LF 10 LF 641-2-12 641-2-12 STA 114+02, 58' LT PROPOSED DMS & DCS MM 36.1

INSET 1 - PROPOSED DMS & DCS MM 36.1

STA 313+99, 61' RT PROPOSED DMS & DCS MM 36.1

INSET 2 - PROPOSED DMS & DCS MM 36.1

700-22-240

STA 314+00, 67' RT HUB CABINET PROPOSED POLE MOUNTED

EPB 429-36.1-SB 1 EA ITSPB 429-36.1-NB 635-1-11 EPB 429-36.1-NB ITSPB 429-36.1-SB

FO-11

1 EA 678-1-111 STA 314+11, 67' RT DISCONNECT & POLE ELECTRICAL SERVICE STEP DOWN TRANSFORMER 5-#6 AWG WIRES (480 VAC)

1-2" PVC POWER CONDUIT W/

STA 214+20, 100' LT DISCONNECT & POLE ELECTRICAL SERVICE STEP DOWN TRANSFORMER

1 EA 678-1-111

311

312

313

314

111

112

1

3

1

4

208

209

210

211

212

213

214

2 2 L.A. R/W LINE 633-121-2 638-001-0211

¡ CONST. SR 429 (WEKIVA PKWY)

635-1-11

L.A. R/W LINE

638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 633-121-2 638-001-0211 631-100 631-101 633-121-4 633-141-3 633-141-4 631-100 631-101 633-121-4 633-141-4 £ SB SR 429 £ NB SR 429 633-121-2 638-001-0211 633-121-2 638-001-0211 (ORANGE CONDUIT)

SM FIBER CABLE FEEDER DROP 2-1" UG HDPE W/1-12 STRAND 638-001-0911

633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 715-1-113 715-2-115 715-1-113 715-2-115 SEE INSET 2 715-1-113 715-2-115 SERVICE ASSEMBLY

CONC. POLE W/ ELECTRICAL LOAD CENTER 'A'

635-1-11 639-1-22 641-2-12

635-1-15 635-1-15

UTILIZE ORANGE CONDUIT SM FIBER CABLE FEEDER DROP 2-1" UG HDPE W/1-12 STRAND

3-#6 AWG WIRES (480 VAC) 1-2" PVC POWER CONDUIT W/ SEE INSET 1 1 EA 1 EA 2 EA 13 LF 1 EA 135 LF 27 LF 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 109 LF 860 LF 172 LF 137 LF 139 LF 1 EA 1 EA 2 EA 11 LF 166 LF 498 LF 108 LF * * * * * * * * 638-001-0211 (ORANGE CONDUIT)

SM FIBER CABLE FEEDER DROP 2-1" UG HDPE W/1-12 STRAND 8 LF * 633-121-2 638-001-0211 (ORANGE CONDUIT)

SM FIBER CABLE FEEDER DROP 2-1" UG HDPE W/1-12 STRAND 9 LF * 633-121-2 633-121-2 * 633-121-2 * 635-1-15 1 EA 633-121-2 * 633-121-2 * 635-1-15 1 EA 633-121-2 * 146 EA 146 EA 9-1" HDPE CONDUITS EXISTING 6" BSP W/ 633-141-3

STA. 210+48.28, 32' RT.

¡ CONST. SR 429 (WEKIVA PKWY)

STA. 310+48.28=

BEGIN £ NB SR 429

STA. 210+48.28, 32' LT.

¡ CONST. SR 429 (WEKIVA PKWY)

PC STA. 110+48.28=

BEGIN £ SB SR 429

STA. 212+81.09

¡ CONST. SR 429 (WEKIVA PKWY)

BEGIN PROJECT SECTION 429-203

END PROJECT SECTION 429-202

STA 114+11, 125' LT EPB 429-36.1-SB EPB 429-36.1-SB 635-1-11 W/ 12 SM FOC SLACK FOPB 429-36.1-SB W/ 12 SM FOC SLACK FOPB 429-36.1-SB W/ 12 SM FOC SLACK FOPB 429-36.1-NB W/ 12 SM FOC SLACK FOPB 429-36.1-NB BY OTHERS SB 429 FOMH MM 36.1-NB BY OTHERS SB 429 FOMH MM 36.1-SB

USER: moze6236 5/28/2014 10:00:25 AM T:\PROJECTS\OOCEA\Wekiva_203_BSA\ITS\203'\planit01.dgn

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

429-203

SR 429

(12)

SR 429 PLAN SHEET

N

50

Feet

0 10

M

A

T

C

H

L

I

N

E

S

T

A

.

2

1 +

0

0 .0

0 M

A

T

C

H

L

I

N

E

S

T

A

.

2

1

4 +

2

0 .0

0

664-1-140 664-3-140 715-2-115 783-8-1

664-1-140 664-3-140

715-2-115 783-8-1 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 13 LF 13 LF 13 LF 13 LF

INSET 1 - PROPOSED TMS MM 36.1

} SB SR 429 STA 116+11, 55' LT NEMA CABINET W/ POLE MOUNTED PROPOSED TMS MM 36.1 } NB SR 429 STA 316+08, 55' RT NEMA CABINET W/ POLE MOUNTED PROPOSED TMS MM 36.1

INSET 2 - PROPOSED TMS MM 36.1

635-1-11 635-1-11 ITSPB 429-36.1-NB ITSPB 429-36.1-SB

FO-12

315

316

317

318

319

320

321

1

5

1

6

1

7

1

8

1

9

1

2

0

1

2

1

215

216

217

218

219

220

221

W O O D W O O D W O O D W O O D W O O D SEE INSET 1 SEE INSET 2

£ NB SR 429 £ SB SR 429 715-2-115 L.A. R/W LINE L.A. R/W LINE 783-8-1

1-2" PVC COMPOSITE CABLE CONDUIT 715-2-115

783-8-1

638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72

638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 168 LF 168 LF 682 LF 169 LF 169 LF 680 LF * * 638-260-0011 COND.2 6" BSP SPLIT 10 LF 638-260-0011 COND.2 6" BSP SPLIT 10 LF PROJECT NO. ROAD NO. NO. SHEET DESCRIPTION BY DATE REVISIONS DESCRIPTION BY DATE

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

429-203

SR 429

(13)

SR 429 PLAN SHEET

N

50

Feet

0 10

M

A

T

C

H

L

I

N

E

S

T

A

.

2

1 +

0

0 .0

0 M

A

T

C

H

L

I

N

E

S

T

A

.

2

8 +

0

0 .0

0 FO-13

NOTES:

BRIDGES. SEE BRIDGE PLANS FOR FURTHER DETAIL.

CASING BETWEEN THE OUTSIDE TWO BEAMS OF EACH OF THE

CONTRACTOR SHALL INSTALL THE BRIDGE MOUNTED BRFG

1.

3

2

1

3

2

3

2

3 ₃₂₄

₃₂₅

3

2

6

3

2

7

3

2

8

121

1

2

1

2

3

1

2

4

1

2

5

1

2

6

1

2

7

2

1

2

3 ₂₂₄

₂₂₅

2

6

2

7

2

8 POND 203-1

4210-11 £ SB SR 429

L.A. R/W LINE L.A. R/W LINE

£ NB SR 429

633-121-4 STRAND SM FIBER CABLE HDPE CONDUIT W/2-72 6" BRFG E/W 9-1"

638-461-0914 633-121-4

STRAND SM FIBER CABLE HDPE CONDUIT W/2-72 6" PVC E/W 9-1"

638-361-0911

633-121-4 STRAND SM FIBER CABLE HDPE CONDUIT W/2-72 6" PVC E/W 9-1"

638-361-0911 633-121-4

STRAND SM FIBER CABLE HDPE CONDUIT W/2-72 6" PVC E/W 9-1"

638-361-0911

638-461-0914

638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 4210-11 633-121-4 633-121-4 633-121-4 308 LF 1 EA 1 EA 1 EA 38 LF 340 LF 126 LF 39 LF 376 LF 39 LF 131 LF * * * * * * * * * * * 638-260-0011 COND.2 6" BSP SPLIT 10 LF 638-260-0011 COND.2 6" BSP SPLIT 10 LF 4210-11

STA 326+37.50

END BRIDGE NB

STA 124+50.00

BEGIN BRIDGE SB

STA 322+62.50

BEGIN BRIDGE NB

STA. 322+25, 40' RT } NB SR 429 FOMH MM 36.2-NB STA. 124+12, 40' LT } SB SR 429 FOMH MM 36.3-SB STA. 326+74, 40' RT } NB SR 429 FOMH MM 36.3-NB SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 PROJECT NO. ROAD NO.

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

429-203

SR 429

(14)

SR 429 PLAN SHEET

N

50

Feet

0 10

M

A

T

C

H

L

I

N

E

S

T

A

.

2

8 +

0

0 .0

0 M

A

T

C

H

L

I

N

E

S

T

A

.

2

3

5 +

0

0 .0

0 FO-14

3

2

8

3

2

9

3

0 ₃₃₁

₃₃₂

3

4

3

5

1

2

8

1

2

9

1

3

0 ₁

₃

₁

132

133

134

2

8

2

9

2

3

0 ₂₃₁

₂₃₂

2

3

2

3

4

2

3

5 FLOODPLAIN COMPENSATION

POND 203-2

¡ CONST. SR 429 (WEKIVA PKWY) £ SB SR 429

£ NB SR 429

L.A. R/W LINE

638-461-0914 633-121-4 STRAND SM FIBER CABLE HDPE CONDUIT W/2-72 6" PVC E/W 9-1"

638-361-0911

638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 4210-11 633-121-4 1 EA 37 LF 111 LF 535 LF 709 LF * * * * * 638-260-0011 COND.2 6" BSP SPLIT 10 LF 638-260-0011 COND.2 6" BSP SPLIT 10 LF 638-260-0011 COND.2 6" BSP SPLIT 10 LF

STA 129+00.00

END BRIDGE SB

STA. 129+38, 40' LT } SB SR 429 FOMH MM 36.4-SB PROJECT NO. ROAD NO. NO. SHEET DESCRIPTION BY DATE REVISIONS DESCRIPTION BY DATE

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

429-203

SR 429

(15)

N

50

Feet

0 10

M

A

T

C

H

L

I

N

E

S

T

A

.

2

3

5 +

0

0 .0

0 M

A

T

C

H

L

I

N

E

S

T

A

.

2

4

2 +

0

0 .0

0 SR 429 PLAN SHEET

FO-15

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

429-203

SR 429

3

6 ₃₃₇

338

339

3

4

0

3

4

1

3

4

2

1

3

5

1

3

6

1

3

7

1

3

8

1

3

9

1

4

0

1

4

1

2

3

5

2

3

6 ₂₃₇

238

2

3

9

2

4

0

2

4

1

2

4

2

W O O D

PO

ND

2

0

3 -

2

£ NB SR 429 ¡CONST.SR 429(WEKIVAPKWY) L.A.R/W LINE £ SB SR 429 638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72

638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 4210-11 633-121-4 698 LF 595 LF 108 LF 1 EA * * * * 638-260-0011 COND.2 6" BSP SPLIT 10 LF 638-260-0011 COND.2 6" BSP SPLIT 10 LF STA. 341+00, 41' RT } NB SR 429 FOMH MM 36.6-NB

(16)

N

SR 429 PLAN SHEET

M

A

T

C

H

L

I

N

E

S

T

A

.

2

4

2 +

0

0 .0

0 M

A

T

C

H

L

I

N

E

S

T

A

.

2

4

9 +

0

0 .0

0

50

Feet

0 10

FO-16

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

429-203

SR 429

35

343

344

345 ₃

₄

₆

3

4

7

3

4

8

3

4

9

1

4

2

1

4

3

1

4

1

4

5 ₁

4

6 ₁₄₇

₁₄₈

242

243

244

245

246

247

248

249

W O O D M ET A L M ET A L

PO

ND

2

0

3 -

2

¡ CONST. SR 429 (WEKIVA PKWY) £ SB SR 429

£ NB SR 429 L.A. R/W LINE

638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 638-001-0911

633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 4210-11 633-121-4 701 LF 701 LF 1 EA * * *

COMP POND

FLOODPLAIN

COMP POND

FLOODPLAIN

STA. 141+80, 41' LT } SB SR 429 FOMH MM 36.6-SB

(17)

3

5

0

3

5

1

3

5

2

3

5

3

5

4

3

5

3

5

6

149

150

151

152

153

154

1

5

249

250

251

252

253

254

2

5

2

5

6

¡CONST.SR 429(WEKIVAPKWY) L.A.R/W LINE £ SB SR 429 £ NB SR 429 638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72

638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 4210-11 633-121-4 4210-11 633-121-4 671 LF 34 LF 586 LF 110 LF 1 EA 1 EA * * * * * * STA. 155+40, 41' LT } SB SR 429 FOMH MM 36.9-SB STA. 355+00, 41' RT } NB SR 429 FOMH MM 36.9-NB PROJECT NO. ROAD NO.

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

429-203

SR 429

N

50

F

e

t

0 10

M

A

T

C

H

L

I

N

E

S

T

A

.

2

4

9 +

0

0 .0

0 M

A

T

C

H

L

I

N

E

S

T

A

.

2

5

6 +

0

0 .0

0 SR 429 PLAN SHEET

FO-17

(18)

N

50

Feet

0 10

M

A

T

C

H

L

I

N

E

S

T

A

.

2

5

6 +

0

0 .0

0 M

A

T

C

H

L

I

N

E

S

T

A

.

2

6

3 +

0

0 .0

0 SR 429 PLAN SHEET

FO-18

356

357

358 ₃₅₉

3

6

0

3

6

1

3

6

2

3

6

3

1

5

6

1

5

7

158

159

1

6

0 ₁

6

1

6

2

5

6

2

5

7

2

5

8

259

260 ₂

₆

₁

2

6

2

6

3 PO

ND

2

0

3 -

4

¡CONST.SR 429(WEKIVAPKWY) L.A.R/W LINE L.A.R/W LINE £ SB SR 429 £ NB SR 429 638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72

638-001-0911 633-121-4 STRAND SM FIBER CABLE 9-1" UG HDPE W/2-72 709 LF 684 LF * * 638-260-0011 COND.2 6" BSP SPLIT 10 LF PROJECT NO. ROAD NO.

PLANS OF PROPOSED S.R. 429 (WEKIVA PARKWAY) N. OF PONKAN RD. TO N. OF KELLY PARK RD. ORANGE COUNTY OOCEA PROJECT NUMBER

Full text

LOCATION OF PROJECT

14

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

OOCEA PROJECT NUMBER - 429-203

ORANGE COUNTY

N. OF PONKAN RD. TO N. OF KELLY PARK RD.

S.R. 429 (WEKIVA PARKWAY)

PLANS OF PROPOSED

FO-1

FIBER OPTIC NETWORK PLANS

INDEX OF FIBER OPTIC NETWORK PLANS

100% SUBMITTAL

NOT FOR CONSTRUCTION

SUMMARY OF PAY ITEMS

FO-2

SUMMARY OF PAY ITEMS

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

FO-3

TABULATION OF QUANTITIES

TABULATION OF QUANTITIES

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

FO-4

TABULATION OF QUANTITIES

TABULATION OF QUANTITIES

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

GENERAL NOTES (1)

FO-5

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

GENERAL NOTES (2)

FO-6

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

GENERAL NOTES (3)

FO-7

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

LEGEND

GENERAL NOTES

AND LEGEND

FO-8

X

SR 429

429-203

EXPRESSWAY AUTHORITY

ORLANDO-ORANGE COUNTY

N

PROJECT LAYOUT

£ SB SR 429

£ NB SR 429

Feet

¡ CONST. SR 429 (WEKIVA PKWY)

STA. 212+81.09

¡ CONST. SR 429 (WEKIVA PKWY)

BEGIN PROJECT SECTION 429-203

END PROJECT SECTION 429-202

FO-11

FO-12

FO

-

1

3