SR 453 (WEKIVA PARKWAY) FROM SYSTEM INTERCHANGE TO SR 46

BEE LIE IDEX OF LIGHTIG PLAS L-1 KEY L-2 & L-3 TABULATIO OF QUATITIES L-4 PROJECT OTES L-5 POLE DATA & LEGED L-6 SIG & UDERDECK LUMIAIRE DATA L-7 TO L-20 LIGHTIG PLA S L-21 TO L-23 UDERDECK LIGHTIG PLA S L-24 & L-25 MAITEACE LIGHTIG PLA S L-26 & L-27 PAEL SCHEDULES L-28 ROADWAY LIGHTIG LOAD CETER DETAILS L-29 BOX GIRDER LIGHTIG LOAD CETER AD MPC DETAILS SR 453 (WEKIVA PARKWAY) FROM SYSTEM ITERCHAGE TO SR 46 LAKE COUTY CFX PROJECT UMBER: LIGHTIG PLAS CHIPLEY 10 95 75 TALLAHASSEE FORT WALTO 10 JACKSOVILLE PESACOLA BEACH LAKE CITY 295 PAAMA CITY ST AUGUSTIE GAIESVILLE LOCATIO OF PROJECT EW PORT RICHEY 75 4 TAMPA LAKELAD BARTOW ST PETERSBURG 275 SARASOTA - 75 BRADETO APLES OCALA DAYTOA BEACH DELAD 4 ORLADO MELBOURE - COCOA FT PIERCE 95 WEST PALM BEACH FT MYERS 75 75 FT LAUDERDALE S TURPIKE MIAMI KEY WEST BOARD MEMBERS WELTO G. CADWELL S. SCOTT BOYD BREDA CAREY BUDDY DYER FRED HAWKIS, JR. TERESA JACOBS WALTER A. KETCHAM, JR. JAY MADARA S. MICHAEL SCHEERIGA CHAIRMA VICE CHAIRMA SECRETARY/TREASURER EX-OFFICIO, CITY OF ORLADO MAYOR BOARD MEMBER EX-OFFICIO, ORAGE COUTY MAYOR BOARD MEMBER BOARD MEMBER BOARD MEMBER LIGHTIG SHOP DRAWIGS TO BE SUBMITTED TO: JAMES W. HIGHLAD, P.E. 941 LAKE BALDWI LAE, ORLADO, FL 32814 (407) 896-0594 PLAS PREPARED BY: EGIEERS SURVEYORS PLAERS SCIETISTS 941 LAKE BALDWI LAE ORLADO, 32814 (407) 896-0594 CERT. OF AUTH. 2648 OTE: THE SCALE OF THESE PLAS MAY HAVE CHAGED DUE TO REPRODUCTIO. B.M. DATUM: AVD-'88 APPROVED / / PRE-BID SUBMITTAL OCTOBER 2015 KEY LIGHTIG PLAS EGIEER OF RECORD: P.E. : JAMES W. HIGHLAD, P.E. 68240 FISCAL YEAR CFX PROJECT MAAGER: GLE PRESSIMOE, P.E. 15 L-1 11:19:10 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\KEYSLT01.DG

TABULATIO OF QUATITIES PAY ITEM UIT UMBERS L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL 630-2-11 CODUIT (F&I) (OPE TRECH) LF 235 477 198 713 320 19 907 1343 1278 1369 6859 630-2-11 3" CODUIT (F&I) (OPE TRECH) LF 630-2-12 CODUIT (F&I) (DIRECTIOAL BORE) LF 642 151 18 178 989 630-2-12 3" CODUIT (F&I) (DIRECTIOAL BORE) LF 635-2-11 PULL & SPLICE BOX (F&I) (STADARD) EA 7 5 3 1 7 1 4 5 4 5 42 635-3-12 JUCTIO BOX (F&I) (MOUTED) EA 2 1 3 9 3 18 639-3-11 ELECTRICAL SERVICE DISCOECT(F&I) (POLE MOUT) AS 715-1-11 LIGHTIG CODUCTORS (F&I) (#10 OR SMALLER) LF 715-1-12 LIGHTIG CODUCTORS (F&I) (#8 TO #6) LF 4344 1876 648 2139 4218 5976 2085 1785 1692 1947 26710 715-1-13 LIGHTIG CODUCTORS (F&I) (#4 TO #2) LF 2694 936 513 393 2037 711 7284 715-1-14 LIGHTIG CODUCTORS (F&I) (#1 TO #0) LF 2127 1743 1536 2142 2169 9717 715-4-132 LIGHT POLE COMPLETE (F&I) (110 MPH) (45') EA 2 4 4 4 14 715-7-11 LOAD CETER, F&I, SECODARY VOLTAGE EA 2 1 3 715-11-126 LUMIAIRE (F&I) (UDERDECK) (PEDAT HUG) EA 715- LIGHTIG, ISIDE BOX GIRDER LS 715-0-1 LIGHT POLE CABLE DISTRIBUTIO SYSTEM (COVETIOAL) EA 2 4 4 4 14 715-0-3 LIGHT POLE CABLE DISTRIBUTIO SYSTEM (WALL MOUTED) EA 4 7 2 13 715-513-145 LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA 4 6 1 11 (SIGLE ARM, WALL MOUT) (ALUMIUM) (45') 715-514-145 LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA (DOUBLE ARM, WALL MOUTED) (ALUMIUM) (45') 715-515-145 LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA 1 1 2 (SIGLE ARM, BRIDGE MOUT) (ALUMIUM) (45') TOTAL THIS GRAD TOTAL REF. 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. TABULATIO OF QUATITIES L-2 11:19:11 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\TABQLT01.DG

TABULATIO OF QUATITIES PAY ITEM UIT UMBERS L-17 L-18 L-19 L-20 L-21 L-22 L-23 L-24 L-25 PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL 630-2-11 CODUIT (F&I) (OPE TRECH) LF 534 1749 394 202 2879 9738 630-2-11 3" CODUIT (F&I) (OPE TRECH) LF 53 53 53 630-2-12 CODUIT (F&I) (DIRECTIOAL BORE) LF 4923 375 1888 2877 630-2-12 3" CODUIT (F&I) (DIRECTIOAL BORE) LF 168 168 168 635-2-11 PULL & SPLICE BOX (F&I) (STADARD) EA 4 14 8 3 29 71 635-3-12 JUCTIO BOX (F&I) (MOUTED) EA 1 4 2 4 8 9 28 46 639-3-11 ELECTRICAL SERVICE DISCOECT(F&I) (POLE MOUT) AS 1 1 1 715-1-11 LIGHTIG CODUCTORS (F&I) (#10 OR SMALLER) LF 705 174 426 342 105 1752 1752 715-1-12 LIGHTIG CODUCTORS (F&I) (#8 TO #6) EA 933 5835 6231 1731 294 318 15342 42052 715-1-13 LIGHTIG CODUCTORS (F&I) (#4 TO #2) EA 0 0 7284 715-1-14 LIGHTIG CODUCTORS (F&I) (#1 TO #0) EA 669 3261 3930 13647 715-4-132 LIGHT POLE COMPLETE (F&I) (110 MPH) (45') EA 3 7 7 2 19 33 715-7-11 LOAD CETER, F&I, SECODARY VOLTAGE EA 1 1 4 715-11-126 LUMIAIRE (F&I) (UDERDECK) (PEDAT HUG) EA 6 2 4 12 12 715- LIGHTIG, ISIDE BOX GIRDER LS 1 715-0-1 LIGHT POLE CABLE DISTRIBUTIO SYSTEM (COVETIOAL) EA 3 7 7 2 19 33 715-0-3 LIGHT POLE CABLE DISTRIBUTIO SYSTEM (WALL MOUTED) EA 2 2 15 715-513-145 LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA 1 1 12 (SIGLE ARM, WALL MOUT) (ALUMIUM) (45') 715-514-145 LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA 1 1 1 (DOUBLE ARM, WALL MOUTED) (ALUMIUM) (45') 715-515-145 LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA 2 (SIGLE ARM, BRIDGE MOUT) (ALUMIUM) (45') TOTAL THIS GRAD TOTAL REF. 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. TABULATIO OF QUATITIES L-3 11:19:11 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\TABQLT01.DG

PROJECT OTES 1.) 2.) 3.) 4.) 5.) SPARE CODUIT SHALL BE PLACED AT ALL MAILIE PAVEMET CROSSIGS. SPARE CODUIT SHALL BE CAPPED AD SEALED AT BOTH EDS. PAYMET FOR THE MAILIE SPARE CODUIT SHALL BE PAID FOR UDER THE PAY ITEM UMBER 630-2-12. PRIOR TO AY EQUIPMET ORDER, THE COTRACTOR SHALL SUBMIT FOR APPROVAL EQUIPMET SPECIFICATIO OR DESIG DATA FOR ALL MATERIAL PROPOSED FOR THE PROJECT. THESE MUST SPECIFICALLY ICLUDE: A) LUMIAIRE PHOTOMETRICS D) POLE STREGTH CALCULATIOS B) LOAD CETER ELECTROIC EQUIPMET E) POLE FRAGIBILITY TEST C) POLE SHOP DRAWIGS F) BOLT SPECIFICATIOS AD BOLD CIRCLE DIAMETER SUBMITTAL DATA SHALL ICLUDE COMPUTER PRITOUT SHOWIG HORIZOTAL FOOT CADLE LEVELS TO BE OBTAIED USIG THE SUBMITTED LUMIAIRES O THIS PROJECT. AT FIAL ISPECTIO, THE COTRACTOR SHALL VERIFY THE HORIZOTAL FOOT-CADLE LEVELS O THE ROADWAY WITH A APPROVED CURRETLY CALIBRATED LIGHT METER. PAYMET TO BE ICIDETAL TO THE LIGHTIG AD LUMIAIRE PAY ITEM UMBERS. A REPORT DETAILIG ACTUAL FIELD LIGHT LEVEL READIGS SHALL BE SUBMITTED FOR APPROVAL. SEVE (7) COPIES OF SHOP DRAWIGS AD DESIG DATA FOR HIGHWAY LIGHTIG EQUIPMET AD LOAD CETER ELECTRICAL EQUIPMET SHALL BE SUBMITTED TO THE EGIEER I CHARGE OF THE PROJECT. THE LOCATIOS OF EXISTIG UTILITIES, AS SHOW O THESE PLAS, ARE APPROXIMATE AD BASED O THE IFORMATIO FURISHED TO THE EGIEER BY THE UTILITY OWER(S) AD ARE SHOW AS OTICE TO THE COTRACTOR THAT UDERGROUD UTILITIES EXIST. THE COTRACTOR SHALL STAKE ALL POLE LOCATIOS AD OTIFY UTILITY OWER(S) FOR LOCATIO AD STAKIG OF UDERGROUD FACILITIES BEFORE EXCAVATIG. STATUTE 553.851 (1998) AD 556 (1998) REQUIRES THAT BEFORE EXCAVATIG, OTICE BE GIVE TO THE UTILITY OWER A MIIMUM OF TWO (2) DAYS AD A MAXIMUM OF FIVE (5) DAYS, EXCLUDIG SATURDAY, SUDAY AD LEGAL HOLIDAYS. OT ALL UTILITY COMPAIES ARE MEMBERS OF "SUSHIE" 1-800-432-4770. SEE ROADWAY PLAS FOR UTILITY OWER'S PHOE UMBERS. 19.) AT LOCATIOS WHERE UDERGROUD UTILITIES ARE WITHI 2 FEET OF THE LIGHT POLE FOUDATIOS OR CODUIT RU, AS DETERMIED BY THE EGIEER, THE COTRACTOR WILL HAD DIG THE FIRST 4 FEET OF THE HOLE FOR THE POLE FOUDATIO AD CODUIT RU. 20.) CODUIT LOCATIOS AS SHOW O THE PLAS ARE APPROXIMATE. CODUIT MUST BE PLACED WITHI THE RIGHT-OF-WAY BUT CA BE ADJUSTED TO FIT AROUD THE EXISTIG AD PROPOSED UTILITIES. WHERE PLAED LOCATIO OF LIGHTIG CODUIT RUS 36" UDER PAVEMET IS FOUD TO COFLICT WITH UDERGROUD UTILITIES, THE LIGHTIG CODUIT POSITIO SHALL BE ALTERED VERTICALLY OR HORIZOTALLY TO AVOID THE COFLICT AS RECOMMEDED BY THE COTRACTOR AD APPROVED BY THE EGIEER. A 24" ABSOLUTE MIIMUM DEPTH SHALL BE MAITAIED WHERE LIGHTIG CODUITS ARE RELOCATED CLOSER THA 36" BELOW THE GROUD SURFACE AD SHALL BE PLACED I A ADDITIOAL 3" PVC SLEEVE OR BACKFILLED WITH A MI. OF 4" X 4" OF COCRETE. COST OF SUCH TREATMET WILL BE ICIDETAL TO PAY ITEMS PROVIDED. THE COTRACTOR IS TO TAKE EXTRA CARE AD HAD DIG THE CODUIT AT UTILITY COFLICT. 21.) COTRACTOR SHALL PREPARE ACCURATELY DIMESIOED "AS BUILT" PLAS OF FIAL POLE, COTROLLER, CABLE AD CODUIT LOCATIOS. PLAS SHALL BE REVIEWED AD APPROVED BY THE EGIEER AD SUBMITTED TO THE RESIDET EGIEER. COST OF SUCH PREPARATIO SHALL BE ICIDETAL TO PAY ITEMS PROVIDED. 22.) ALL SPLICES SHALL BE MADE I PULL BOXES OLY WITH COMPRESSIO SLEEVES OF SPLIT BOLT COECTIOS, PROPERLY TAPED AD WATERPROOFED. 23.) SPLICES AD COECTIOS MADE I PULL BOXES SHALL BE LIMITED TO THE SERVICE POIT AD CODUIT JUCTIO WITH MULTI-DIRECTIOAL CODUITS AS IDICATED O PLAS. THE COECTIO MADE AT THESE POITS SHOULD BE PROPERLY TAPED AD HEAT SHRIK TUBES OR CAPS SHALL BE USED TO WATERPROOF THESE COECTIOS. 24.) ISPECT ALIGMET OF EACH IDIVIDUAL POLE AD FIXTURE AS FOLLOWS: 6.) THE LOCATIO OF THE POLES, CODUCTORS, CODUITS, JUCTIO BOXES AD SERVICE POLES ARE DIAGRAMMATIC OLY AD MAY BE SHIFTED BY THE EGIEER TO ACCOMO LOCAL CODITIOS AD EXISTIG UTILITY LOCATIOS. 25.) POLE ALIGMET: WITHI OE HALF DEGREE O VERTICAL +/-, COFIRM VERTICAL ALIGMET, VIEWIG FROM ADJACET SERIES OF POLES, I BOTH DIRECTIOS. 7.) 8.) ALUMIUM POLES, LUMIAIRES AD BASES SHALL BE DESIGED AD FABRICATED I ACCORDACE WITH AASHTO "STADARD SPECIFICATIOS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGS, LUMIAIRES AD TRAFFIC SIGALS" AD SHALL HAVE BEE TESTED BY FHWA-APPROVED METHODS. CERTIFICATIO FOR TESTS SHALL BE SUBMITTED WITH THE SHOP DRAWIGS. ALL ELECTRICAL WORK SHALL MEET ALL REQUIREMETS OF THE LATEST EDITIOS OF THE ATIOAL ELECTRICAL CODE, THE ATIOAL ELECTRICAL SAFETY CODE AD THE STATE OF D.O.T. STADARD SPECIFICATIOS FOR ROAD AD BRIDGE COSTRUCTIO. ALL COMPOETS SHALL BE PROPERLY GROUDED AD BODED PER.E.C. REQUIREMETS. 26.) FIXTURE ALIGMET: WITHI OE DEGREE OF HORIZOTAL +/-, USIG CALIBRATED LEVEL ALOG BOTH AXES OF CUT-OFF FIXTURE FACE, WITH LES OLY. 27.) ALL CODUITS SHALL BE MADREL TESTED AD CLEAED. CODUIT PLACED FOR FUTURE USE SHALL HAVE 3/4" POLYESTER CORD PULLED I PLACE AD CAPPED, WITH OTATIO ISIDE CODUIT AS TO LOCATIO OF OPPOSITE ED. PLACE DUCT MARKER OR PULL BOXES TO MARK EDS OF EMPTY CODUITS. 28.) SCREW TYPE ACHOR FOUDATIOS ARE OT TO BE USED O THIS PROJECT. 9.) ISTALL LIGHTIG ARRESTERS, PROPERLY GROUDED, I POWER (SECODARY) ETRACES. 29.) EACH SIG LUMIAIRE SHALL BE PROVIDED WITH A LABEL O THE OUTSIDE IDETIFYIG THE VOLTAGE OF THE BALLAST. 10.) I ACCORDACE WITH.E.C., IDETIFY ALL CIRCUITS AD EQUIPMET WITH "LAMACOID TAGS". ISTALL SIMILAR TAGS OF STAILESS STEEL IDETIFYIG THE CIRCUIT FOR EACH LUMIAIRE AT ACCESS HADHOLE FOR EACH POLE. 30.) SIG LUMIAIRE SHALL BE SIMILAR OR EQUAL TO HOLOPHAE SIG-VUE LED WITH MODEL UMBER SVLED35K7ASSSVDG OR EQUAL. SIG LUMIAIRES SHALL BE MOUTED AT THE BOTTOM OF THE SIG. 11.) THE COTRACTOR SHALL OTIFY DUKE EERGY AT LEAST 2 BUSIESS DAYS PRIOR TO AY ISULATIO THAT IS WITHI TE (10) FEET OF EERGIZED ELECTRICAL CODUCTORS. DUKE EERGY, AT ITS OPTIO, SHALL ASSIST THE COTRACTOR, PROVIDE PROTECTIO FOR EERGIZED CODUCTORS AT ISTALLATIO SITE, OR TAKE OTHER SAFETY PRECAUTIOS AS ECESSARY. EXTREME CAUTIO SHALL BE EXERCISED AT ALL TIMES I PERFORMACE OF WORK AROUD THE PRIMARY HIGH VOLTAGE COMPOETS. 12.) PULLIG ISTRUCTIOS: COECT PULLIG DEVICES TO COPPER WIRE AD OT TO JACKET AD MEET MAUFACTURER'S REQUIREMETS. USE PULLIG COMPOUD PER MAUFACTURER'S REQUIREMETS. ALL BEDS SHALL OT BE LESS THA RECOMMEDED BY.E.C. OR.E.S.C. FOR CABLE USED. PULL CABLE SHALL BE POLYESTER. STEEL CABLE OR FISH TAPES SHALL OT BE UTILIZED. 13.) FURISH AD ISTALL A ALUMIUM IDETIFICATIO TAG O EACH ROADWAY LIGHT POLE. TAGS SHALL BE 2"X8" I SIZE WITH BLACK LETTERS O YELLOW BACKGROUD, ATTACHED WITH RIVETS (O SCREWS) UMBERS SHALL BE AS SHOW O THE POLE DATA O THE POLE IDETIFICATIO TAG DETAIL. COST OF TAGS SHALL BE ICLUDED I THE BID ITEMS FOR LIGHT POLE COMPLETE FOR PROPOSED POLES. TAG SHALL BE PLACED 5' ABOVE GRADE. SEE DETAIL O L-5. 14.) THE LIGHT POLES SHALL BE GROUDED PER STADARDS REGARDLESS OF LOCAL PRACTICES. GROUDIG THE POLES THROUGH THE HADHOLE IS UACCEPTABLE. 15.) ALL LIGHTIG ASSEMBLIES SHALL HAVE TRUSS STYLE ALUMIUM BRACKET ARMS. THE UPPER AD LOWER MEMBERS SHALL BE ATTACHED TO THE POLE'S SHAFT WITH CAST ALUMIUM POLE BADS (COLLARS) WITH STAILESS STEEL HARDWARE. THE STADARD BOLTED TYPE IS OT ALLOWED. THE MAXIMUM RISE OF THE BRACKET ARM SHALL OT EXCEED 6'. 16.) THE COCRETE PAD IDICATED I THE FDOT IDEX 170 IS REQUIRED AROUD LIGHTIG POLES AD PULL BOXES. 630-2-XX: 635-2-11: 715-1-XX: 715-: PAY ITEM FOOTOTES CODUIT, ELBOWS, SWEEPS, COECTIG HARDWARE,TRECHIG/BORE AD BACKFILL AS IDICATED I THE PLAS AD THE DESIG STADARDS AS WELL AS RESTORIG CUT PAVEMET, SIDEWALKS, SOD AD ETC. TO ITS ORIGIAL CODITIO SHALL BE ICIDETAL TO THIS ITEM. ALL CODUIT SHALL BE 2" ULESS OTHERWISE OTED I PLAS. PULL BOX COVER SHALL BE OMETALLIC AD SHALL BE MARKED "STREET LIGHTIG". THE PULL BOX METAL COVER WILL BE BODED TO THE GROUD ROD WITH 2' OF 6 EXTRA FLEXIBLE BARE COPPER CODUCTOR; THIS WORK SHALL BE ICIDETAL TO THIS ITEM. CODUCTORS AS IDICATED I THE PLAS AD THE DESIG STADARDS SHALL BE ICIDETAL TO THIS ITEM. MEASUREMET SHALL BE MADE BASED O LIEAR FEET OF SIGLE CODUCTOR. ALL WORK & MATERIALS, ICLUDIG CODUIT, WIRIG (WITHI THE BOX GIRDER), POWER DISTRIBUTIO (MII POWER CETER), RECEPTACLES, LUMIAIRES, CHAELS, EXPASIO FITTIGS, OMETALLIC OUTLET BOX, ALLOY 316 STAILESS STEEL SUPPORTIG HARDWARE, TIMERS, AD WIRE GROUDIG SHALL BE ICIDETAL TO THIS LUMP SUM PAY ITEM. 17.) THE COTRACTOR SHALL VERIFY POLE LEGTHS REQUIRED PER THE CROSS SECTIO AD OFFSET I ORDER TO ACHIEVE THE PROPER LUMIAIRE MOUTIG HEIGHT (PAVEMET TO LUMIAIRE HOUSIG) PRIOR TO SUBMITTIG SHOP DRAWIGS. 18.) ALL CODUITS UDER ROADWAY (AD/OR SIDEWALK) SHALL BE ISTALLED PRIOR TO ISTALLATIO OF ROADWAY BASE AD AD SURFACE (OR COCRETE), EXCEPT WHERE OTHERWISE SPECIFIED I THE PLAS. 715-0-1 & 715-0-3: POLE CABLE DISTRIBUTIO SYSTEMS SHALL BE ISTALLED I ALL PULL BOXES LOCATED ADJACET TO ALL PROPOSED POLES. POLE CABLE DISTRIBUTIO SYSTEM SHALL BE MAUFACTURED BY DURALIE/[MG] 2. 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PROJECT PLA OTE L-4 11:19:12 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\GTLT01.DG

POLE CIRCUI T STATIO DIST. OR ARM POLE DATA LUMIAIRE WATTAGE MOUTIG HEIGHT POLE SETBACK SPECIAL OTES PAY ITEM 1 E-1 STA. 160+71 RT COST. SR 453 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 2 E-6 STA. 161+95 LT COST. SR 453 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 3 E-1 STA. 162+97 RT COST. SR 453 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 4 E-6 STA. 630+ RT COST. RAMP B 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 5 E-1 STA. 465+06 RT COST. RAMP D 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 6 E-6 STA. 628+02 RT COST. RAMP B 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 7 E-1 STA. 467+19 RT COST. RAMP D 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 8 E-6 STA. 625+88 RT COST. RAMP B 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 9 E-1 STA. 468+92 RT COST. RAMP D 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 10 E-6 STA. 623+94 RT COST. RAMP B 12' 400W 45' PILASTER MOUTED H.S.S 715-513-145 11 E-1 STA. 470+68 RT COST. RAMP D 12' 400W 45' PILASTER MOUTED H.S.S 715-515-145 12 E-2 STA. 372+45 LT COST. RAMP C 12' 400W 45' PILASTER MOUTED 715-515-145 13 E-1 STA. 473+91 RT COST. RAMP D 12' 400W 45' PILASTER MOUTED 715-513-145 14* E-2 STA. 376+17 LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R. 715-4-132 15 E-1 STA. 477+38 RT COST. RAMP D 15' 400W 45' 6' FROM F.O.C. 715-4-132 16* E-2 STA. 379+67 LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R. 715-4-132 17 E-1 STA. 481+01 RT COST. RAMP D 15' 400W 45' 6' FROM F.O.C. 715-4-132 18* E-2 STA. 383+02 LT COST. RAMP C 15' 400W 45' 6' FROM F.O.G.R. 715-4-132 19 E-1 STA. 484+92 RT COST. RAMP D 15' 400W 45' 7' FROM F.O.C. 715-4-132 20* E-2 STA. 386+18 LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R. 715-4-132 21 E-1 STA. 488+75 RT COST. RAMP D 15' 400W 45' 10' FROM F.O.C. 715-4-132 22* E-2 STA. 389+59 LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R. 715-4-132 23 E-1 STA. 492+75 RT COST. RAMP D 15' 400W 45' 10' FROM F.O.C. 715-4-132 24* E-2 STA. 392+78 LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R. 715-4-132 25 E-1 STA. 496+43 RT COST. RAMP D 15' 400W 45' 6' FROM F.O.C. 715-4-132 26* E-2 STA. 396+08 LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R. 715-4-132 27 E-1 STA. 499+77 RT COST. RAMP D 15' 400W 45' 7' FROM F.O.C. 715-4-132 101 E-4 STA. 209+05 RT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 102 E-3 STA. 209+87 LT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 103 E-4 STA. 210+93 RT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 104 E-3 STA. 212+20 LT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 105 E-4 STA. 612+93 RT COST. RAMP B 15' 400W 45' 9' FROM F.O.C. 715-4-132 106* E-3 STA. 214+30 LT COST. CR 46 15' 400W 45' 17' FROM F.O.C. 715-4-132 107 E-4 STA. 615+19 RT COST. RAMP B 15' 400W 45' 10' FROM F.O.C. 715-4-132 108 E-3 STA. 216+24 LT COST. CR 46 15' 400W 45' 22' FROM F.O.C. 715-4-132 109 E-5 STA. 217+42 RT COST. CR 46 15' 400W 45' 6' FROM F.O.C. 715-4-132 110 E-5 STA. 617+09 RT COST. RAMP B 15' 400W 45' 14' FROM E.O.T.L. 715-4-132 111 E-3 STA. 218+20 LT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 112 E-5 STA. 219+49 RT COST. CR 46 15' 400W 45' 6' FROM F.O.C. 715-4-132 113 E-6 STA. 619+66 RT COST. RAMP B 12'/12' 400W/400W 45' PILASTER MOUTED 715-517-145 COVETIOAL LIGHTIG DESIG CRITERIA COVETIOAL LIGHTIG DESIG CRITERIA SIG LIGHTIG DESIG CRITERIA AVERAGE IITIAL ITESITY 1.7 F.C. ( DESIRED.) AVERAGE IITIAL ITESITY (25 (MI) TO 35 F.C. MAX) (1.5 F.C. (MI) TO 2.25 F.C. (MAX)) UIFORMITY RATIO MAX/MI. 6:1 OR LESS UIFORMITY RATIO AVG/MI. 4:1 OR LESS WID SPEED MAX/MI. 10:1 OR LESS WID SPEED 110 M.P.H. (LAKE COUTY) 110 M.P.H. (LAKE COUTY) VEILIG LUMIACE RATIO 0.3:1 OR LESS LV(MAX)/LVAVG SYMBOLS LEGED SHOULDER MOUTED 400 WATT HIGH PRESSURE SODIUM (HPS) LIGHT POLE COMPLETE DESIGED FOR MEDIUM CUTOFF - TYPE III DISTRIBUTIO, ITEGRAL MAGETIC REGULATOR TYPE BALLAST WIRED FOR 480 VOLT OPERATIO. MOUTIG HEIGHT 45' W/ 15' MOUTIG ARM, GE MODEL M-400A POWR/DOOR LUMIAIRE W/ CUTOFF OPTICS OR APPROVED EQUAL. GE PHOTOMETRIC CURVE #35-451002. TRASFORMER BASES SHALL HAVE HIGED DOORS. SYMBOL ICLUDES COCRETE SLAB, PULL BOX, POLE CABLE DISTRIBUTIO SYSTEM, AD HOUSE SIDE SHIELDS (AS SPECIFIED). PULL BOX AD POLE CABLE DISTRIBUTIO SYSTEM ARE PAID FOR SEPARATELY. SEE GEERAL OTE 15 REGARDIG POLE DETAILS. PILASTER MOUTED 400 WATT HIGH PRESSURE SODIUM (HPS) LIGHT POLE COMPLETE DESIGED FOR MEDIUM CUTOFF - TYPE III DISTRIBUTIO, ITEGRAL MAGETIC REGULATOR TYPE BALLAST WIRED FOR 480 VOLT OPERATIO. MOUTIG HEIGHT 45' W/ 12' MOUTIG ARM, GE MODEL M-400A POWR/DOOR LUMIAIRE W/ CUTOFF OPTICS OR APPROVED EQUAL. GE PHOTOMETRIC CURVE #35-451002. SYMBOL ICLUDES PULL BOX. POLE CABLE DISTRIBUTIO SYSTEM PAID FOR SEPARATELY, SYMBOL ICLUDES HOUSE SIDE SHIELD AS SPECIFIED I PLAS AD ARE COSIDERED ICIDETAL TO THE LIGHT POLE ASSEMBLY SEE GEERAL OTE 15 REGARDIG POLE DETAILS. PILASTER MOUTED BACK-BACK 400 WATT HIGH PRESSURE SODIUM (HPS) LIGHT POLE COMPLETE DESIGED FOR MEDIUM CUTOFF - TYPE III DISTRIBUTIO, ITEGRAL MAGETIC REGULATOR TYPE BALLAST WIRED FOR 480 VOLT OPERATIO. MOUTIG HEIGHT 45' W/ 12' MOUTIG ARM FACIG ROADWAY AD 12' MOUTIG ARM FACIG SIDEWALK. GE MODEL M-400A POWR/DOOR LUMIAIRE W/ CUTOFF OPTICS OR APPROVED EQUAL. GE PHOTOMETRIC CURVE #35-451002. SYMBOL ICLUDES PULL BOX. POLE CABLE DISTRIBUTIO SYSTEM PAID FOR SEPARATELY, SYMBOL ICLUDES HOUSE SIDE SHIELD AS SPECIFIED I PLAS AD ARE COSIDERED ICIDETAL TO THE LIGHT POLE ASSEMBLY SEE GEERAL OTE 15 REGARDIG POLE DETAILS. 90 WATT LED TYPE VS, 120 LED TYPE V MEDIUM DISTRIBUTIO, 3mA DRIVE CURRET, 4300K EDGE AREA. CREE CURVE # TSP-EDG-5M-PD OR APPROVED EQUAL. PROPOSED 2" SCHEDULE 40 P.V.C. UDERGROUD CODUIT WITH THW-2 STADARD COPPER CODUCTORS ISIDE (CODUCTOR AD GROUD WIRE SIZES SHOW O PLA S) AD ISULATED GREE STRADED CU BOD WIRE COECTIG ALL POLES, AD ISULATED STRADED COPPER CIRCUIT CODUCTORS. PROPOSED 2" SCHEDULE 40 HDPE DIRECTIOAL BORE CODUIT WITH THW-2 STADARD COPPER CODUCTORS ISIDE. DIRECTIOAL BORE UDER PAVEMET. (CODUCTOR AD GROUD WIRE SIZES SHOW O PLA S) AD ISULATED GREE STRADED CU BOD WIRE COECTIG ALL POLES, AD ISULATED STRADED COPPER CIRCUIT CODUCTORS. PROPOSED 3" SCHEDULE 40 HDPE DIRECTIOAL BORE CODUIT WITH THW-2 STADARD COPPER CODUCTORS ISIDE. DIRECTIOAL BORE UDER PAVEMET. (CODUCTOR AD GROUD WIRE SIZES SHOW O PLA S) AD ISULATED GREE STRADED CU BOD WIRE COECTIG ALL POLES, AD ISULATED STRADED COPPER CIRCUIT CODUCTORS. PROPOSED 2" PVC CODUIT UV-RESISTAT SCHEDULE 80 WITH THW-2 STADARD COPPER CODUCTORS FOR MAITEACE LIGHTIG ISIDE BOX GIRDERS. PROPOSED 3" SCHEDULE 40 HDPE UDERGROUD CODUIT WITH THW-2 STADARD COPPER CODUCTORS ISIDE. (CODUCTOR AD GROUD WIRE SIZES SHOW O PLA S) AD ISULATED GREE STRADED CU BOD WIRE COECTIG ALL POLES, AD ISULATED STRADED COPPER CIRCUIT CODUCTORS. PROPOSED 2" EMBEDDED CODUIT WITH STADARD COPPER CODUCTORS AD THW-2 ISULATIO. 114 E-5 STA. 221+65 RT COST. CR 46 15' 400W 45' 7' FROM F.O.C. 715-4-132 115 E-3 STA. 220+21 LT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 116 E-6 STA. 621+85 RT COST. RAMP B 12' 400W 45' PILASTER MOUTED 715-513-145 117 E-3 STA. 222+78 LT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 118 E-5 STA. 222+89 RT COST. CR 46 15' 400W 45' 8' FROM F.O.C. 715-4-132 119 E-5 STA. 224+80 RT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 120 E-3 STA. 226+81 LT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 121 E-5 STA. 228+70 RT COST. CR 46 15' 400W 45' 10' FROM F.O.C. 715-4-132 F.O.C. = FACE OF CURB H.S.S = HOUSE SIDE SHIELD E.O.T.L. = EDGE OF TRAVEL LAE F.O.G.R. = FACE OF GUARDRAIL * = O SLOPE OF 1:4 OR GREATER (SEE IDEX 17515) PULL BOX (SEE IDEX 170 DESIG STADARDS BOOKLET D 2014.) PULL BOXES ARE REQUIRED AT BOTH EDS OF CODUIT AT ROADWAY CROSSIGS AD AS ECESSARY FOR COMPLETIO OF THE PROJECT. PULL BOX COVER SHALL HAVE "STREET LIGHTIG" LOGO. SYMBOL ICLUDES PULL BOX AD COCRETE SLAB (ICIDETAL). EMBEDDED PULL BOX O BRIDGE PER FDOT SPECIFICATIO 635. DISTRIBUTIO POIT SEE IDEX 174 OF DESIG STADARDS. 7.5 KVA MII POWER CETER WITH EIGHT 20A BREAKERS USED AS STEP DOW TRASFORMER FROM 480V TO 120V TO EERGIZE 100W ICADESCET MAITEACE LUMIAIRES. PROPOSED POIT OF SERVICE LOAD CETER DESIGATIO.T.S. CIRCUIT UMBER 8" 2" B - 2-3 0 0 POLE UMBER PROPOSED COCRETE PEDESTAL W/ PAEL AD TRASROMER (IF ECESSARY) FASTE WITH RIVETS (O SCREWS) SEE GEERAL OTE 13 POLE IDETIFICATIO TAG DETAIL 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. POLE DATA & LIGHTIG PLA LEGED L-5 11:19:13 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLDTLT01.DG

SIG LUMIAIRE DATA LOCK SIG PAEL STRUCTURE CIRCUIT SIG STATIO ARM LEGTH TILT LUMIAIRE WATTAGE LED DRIVER OUTPUT LED DRIVERS COFIG. TYPE FIXTURE PLACEMET SIG SIZE (W X H) A B 101 OT-3 A-1 108+00 COST. SR 453 4' 0" 129W 10mA 3 3S 35.0' x 20.5' 4.5' 13' 105 OT-1 E-1 149+00 COST. SR 453 4' 0" 82W 700mA 3 3S 40.5' x 12.5' 6.75' 13.5' LED DRIVER MODEL LEDITA0530C280DO (UMBER OF DRIVER PER SCHEDULE) (6 OR 9 DRIVER 106 OC-2 E-1 159+00 COST. SR 453 4' 0" 55W 700mA 3 3S 28.0' x 13.5' 4.7' 9.3' MAX CABIET) 107 OT-4 E-1 466+97 COST. RAMP D 4' 0" 82W 700mA 3 3S 40.5' x 12.5' 6.75' 13.5' 108 E-1 4' 0" 55W 700mA 2 2S 20.5' x 11.5' 5.12' 10.26' OT-5 479+35 COST. RAMP D 109 E-1 4' 0" 129W 10mA 1 1S 17.0' x 11.5' 8.5'.A. 110 E-1 4' 0" 55W 700mA 2 2S 20.5' x 11.5' 5.25' 10.0' DRIVER SURGE DRIVER SURGE DRIVER SURGE DRIVER SURGE DRIVER SURGE 111 OT-2 E-1 496+20 COST. RAMP D 4' 0" 82W 700mA 1 1S 16.5' x 8.0' 8.25'.A. 112 E-1 4' 0" 82W 700mA 1 1S 13.5' x 11.5' 6.75'.A. LED DRIVER 113 & 114 OC-8 E-3 227+00 COST. CR 46 4' 0" 82W 700mA 2 2S 16.5' x 20.5' 3.65' 4.6' SURGE PROTECTIO POWER MAI 116 & 117 OC-6 E-4 611+90 COST. RAMP B 4' 0" 129W 10mA 2 2S 20.0' x 19.5' 3.0' 7.0' 116 & 117 OC-7 E-3 218+ COST. CR 46 4' 0" 129W 10mA 2 2S 20.0' x 19.5' 3.0' 7.0' SPD 10KV OR MORE ASI C62.41.2 DISTRIBUTIO BLOCK DISCOECT MOUTED O OUTSIDE OF CABIET 30A MAI BREAKER UDERDECK LUMIAIRE DATA CABIET DETAIL TAG MAUFACTURED WET LOCATIO, FORMED STEEL OR 304 STAILESS STEEL HOUSIG, UL 1598 STADARD, SUITABLE FOR WET LOCATIO. LUM. O. CIRCUIT STATIO LUMIAIRE WATTAGE MOUTIG HEIGHT LUMIAIRE OFFSET PAY ITEM UD 1 A-2 STA. 101+10 COST. SR 453 90 16' 45' RT 715-11-126 PEDAT HUG OTES LED REMOTE DRIVER BOX - POLE MOUT SIG UD 2 A-2 STA. 101+78 COST. SR 453 90 16' 25' RT 715-11-126 PEDAT HUG UD 3 A-1 STA. 102+41 COST. SR 453 90 16' 31' LT 715-11-126 PEDAT HUG UD 4 A-2 STA. 102+42 COST. SR 453 90 16' 22' RT 715-11-126 PEDAT HUG UD 5 A-1 STA. 102+92 COST. SR 453 90 16' 31' LT 715-11-126 PEDAT HUG UD 6 A-1 STA. 103+49 COST. SR 453 90 16' 46' LT 715-11-126 PEDAT HUG UD 7 E-1 STA. 161+54 COST. SR 453 90 16' 38' RT 715-11-126 PEDAT HUG UD 8 E-6 STA. 162+18 COST. SR 453 90 16' 38' LT 715-11-126 PEDAT HUG UD 9 E-1 STA. 472+35 RAMP D 90 16' 40' LT 715-11-126 PEDAT HUG SIG LIGHT FIXTURE EW CODUIT AD WIRE FROM LED DRIVER BOX TO SIG LIGHT FIXTURE. UD 10 E-1 STA. 473+12 RAMP D 90 16' 40' LT 715-11-126 PEDAT HUG UD 11 E-6 STA. 622+02 RAMP B 90 16' 6' LT 715-11-126 PEDAT HUG SIG FACE UD 12 E-6 STA. 621+22 RAMP B 90 16' 8' LT 715-11-126 PEDAT HUG 4'-0'' - 6'-0" EW LED REMOTE DRIVER POLE MOUTED CABIET LUMIAIRE VERTICAL HAGER EXISTIG POWER JUCTIO BOX OR SWEEP GROUD (SEE CABIET DETAIL) UDERDECK OTES: POWER TO LED SIG FIXTURE (24V) ELECTRICAL PULL BOX 1. REFER TO UDERDECK LIGHTIG DETAILS FOR MORE IFORMATIO. 2. MOUTIG HEIGHT MEASURED FROM CETER OF MOUTED LUMIAIRE. (AS REQUIRED BY PLAS) SIG LIGHT FIXTURE PLACEMET COFIGURATIO TYPES: LED SIG LIGHT FIXTURE O STRUCTURE (PROFILE) SIG CODUIT DIAGRAM W W W SIG LIGHTIG OTES: 1. SIG ILLUMIATIO SHALL BE SIMILAR OR EQUAL TO HOLOPHAE SIG-VUE LED SIG LIGHT, MODEL SVLED (2 OR 3) 5K 7 AS S SV D G, & SVLED 3 5K 1 AS S SV D G OR CFX APPROVED EQUAL. SIG LUMIAIRES SHALL BE GREY OR GRAPHITE I COLOR. TOP MOUTED LUMIAIRES SHALL OT BE ALLOWED WITHOUT H A A H A B A H A B B A PRIOR CFX APPROVAL. THE COTRACTOR SHALL SUBMIT FOR APPROVAL A COMPUTER PRITOUT FOR EACH SIG IDICATIG THAT THE SELECTED LUMIAIRE MEETS OR EXCEEDS THE ABOVE CRITERIA. THE UMBER OF LUMIAIRES IDICATED O IDEX 175 IS SUPERSEDED BY THE UMBER OF LUMIAIRES IDICATED I THE SCHEDULE OF LIGHTED SIGS. 2. FIXTURES SHALL BE MOUTED OE FOOT BELOW THE BOTTOM OF THE SIG AD FOUR FEET OFFSET, OR AS CALLED FOR I SIG LUMIAIRE DATA CHART. SEE FDOT DESIG STADARDS 175 AD SIG DETAIL DRAWIG FOR FURTHER IFORMATIO O SIG LIGHT ISTALLATIO. PER THE SIG LUMIAIRE TABLE EACH FIXTURE WILL HAVE OE LED DRIVER THAT WILL HELP MAITAI COSTAT CURRET OUTPUT. TYPE 1S TYPE 2S TYPE 3S 3. UPO APPROVAL FROM THE EGIEER THE SPACIG MAY BE ADJUSTED BY COTRACTOR AS ECESSARY TO ACCOMMO STRUCTURAL MEMBERS. SIG LIGHTIG DESIG CRITERIA BASED O MEDIUM & HIGH AMBIET LUMIACE OF SURROUDIG AREA 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. SIG & UDERDECK LIGHTIG PLA LUMIAIRE DATA L-6 11:19:14 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLDTLT01.DG

144.752 1425 1426 98 99 2432 2433 BEGI APPROACH SLAB STA. 101+79. COST. SR 453 59 46' 03" W BEGI ROADWAY LIGHTIG STA. 101+10 COST. SR 453 COST. EXIST ACCESS RD. 1427 101 102 103 104 800 801 LOAD CETER "A" 2-#6 STA 102+51 +/- MAITEACE LIGHTIG 240/480 V SIGLE PHASE, LOAD CETER "B" 3 WIRE 3-#4 UDERGROUD STA 102+57 +/- 225 AMP RATED, MLO, 240/480 V SIGLE PHASE, WITH PHOTOCELL 3 WIRE, 100 AMP RATED, 2-#4 CKT. 1-30A, 2P 2P, 40 AMP MCB, CIRCUIT CKT. 2-30A, 2P BREAKERS CKT. 3-30A, 2P SPARE CKT. 1-30A, 2P CKT. 4-30A, 2P SPARE CKT. 2-30A, 2P CKT. 3-30A, 2P SPARE 2-#8 CKT. B-1 CKT. 4-30A, 2P SPARE 2-#4 CKT. B-2 2-#6 CKT. A-1 2-#6 CKT. A-2 2-#6 CKT. A-1 2-#6 CKT. A-2 2-#8 CKT. B-1 2-#4 CKT. B-2 2-#6 CKT. A-1 2-#8 CKT. B-1 2-#6 CKT. A-2 2-#4 CKT. B-2 BEGI BRIDGE 2-#6 CKT. A-1 2-#8 CKT. B-1 STA. 101+39. 2-#6 CKT. A-2 2-#4 CKT. B-2 2-#6 CKT. A-1 2-#6 CKT. A-2 2-#4 CKT. B-2 802 RW020003 803 804 805 900 901 902 903 904 905 COUTY LIE ROAD SEE UDERDECK LIGHTIG PLAS FOR DETAILS 2-#6 CKT. A-2 COUTY LIE ROAD EXIST RW LIE ED APPROACH SLAB STA. 103+79. ED BRIDGE STA. 103+19. 2-#6 CKT. A-2 2-#4 CKT. B-2 2-#6 CKT. A-2 2-#4 CKT. B-2 MATCH LIE STA. 104+80 COST. EXIST ACCESS RD. 1 OTES 1. ALL GIRDER / MAITEACE LIGHTIG SHALL COMPLY WITH FDOT STADARD IDEX 21240. 2. LOAD CETER "B" SHALL POWER THE MAITEACE LIGHTIG AD SHALL BE STEPPED DOW TO 120V AT THE MII POWER CETERS I EACH BOX GIRDER. WHICH WILL EERGIZE THE 100W ICADESCET MAITEACE LAMPS. 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-7 11:19:24 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT1A.DG

2-#4 PROPOSED POIT OF SERVICE 240/480 V ELECTRICAL POWER SERVICE ISTALL RISER AD FIBER GLASS PULL BOX AT BASE OF POLE PER DUKE EERGY REQUIREMETS. 2-#6 COST. EXIST ACCESS RD. 1 LAR/W COUTY LIE ROAD 2-#6 CKT. A-1 2-#6 CKT. A-2 2-#4 CKT. B-2 2-#6 CKT. A-1 SIG 101 CKT. A-1 STA 108+00 OT-3 MATCH LIE STA. 104+80 105 106 COST. SR 453 SR 453 SB 107 108 109 110 SR 453 B 147.956 111 2-#6 CKT. A-2 2-#4 CKT. B-2 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-8 11:19:28 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT1B.DG

SR 453 SB 144 145 146 147 148 149 1 151 107.667 112.980 107.229 91.522 MATCH LIE STA. 151+00 COST. SR 453 SR 453 B OT-1 SIG 105 CKT. E-1 STA 149+00 LAR/W 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-9 11:19:31 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT01AA.DG

AeccDbCogoPoint (AeccLand100) AeccDbCogoPoint (AeccLand100) AeccDbCogoPoint (AeccLand100) MATCH LIE STA. 151+00 151 152 153 154 75.943 91.522 SR 453 SB SR 453 B COST. SR 453 155 156 157 MATCH LIE STA. 158+00 158 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-10 11:19:34 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT01A.DG

AeccDbCogoPoint (AeccLand100) AeccDbCogoPoint (AeccLand100) AeccDbCogoPoint (AeccLand100) BR-7 BR-6 BR-5 MAITEACE LIGHTIG LOAD CETER "C" STA 162+09 +/- 240/480 V SIGLE PHASE, 3 WIRE, 100 AMP RATED, 60 AMP MCB, CIRCUIT BREAKERS CKT. 1-30A, 2P CKT. 2-40A, 2P CKT. 3-30A, 2P SPARE CKT. 4-30A, 2P SPARE PROPOSED POIT OF SERVICE 120/240 V ELECTRICAL POWER WITH STEP UP XFRM SERVICE ISTALL RISER AD FIBER GLASS PULL BOX AT BASE OF POLE PER DUKE EERGY REQUIREMETS. LAR/W 2-#4 MATCH LIE STA. 158+00 SR 453 SB 158 159 160 SIG 106 CKT. E-1 STA 159+00 OC-2 SR 453 B ZRW3001 SLPICE 161 1100 1101 1102 1103 72.147 162 163 164 LAR/W 630 MATCH LIE STA. 465+00 364 365 COST. SR 453 2-#1 CKT. C-2 COST. RAMP D STA. 160+71 COROADO-SOMERSET DRIVE STA. 630+ 2-#6 CKT. C-1 2-#4 POLE 4 CKT. E-6 2-#1 CKT. C-2 2-#6 CKT. C-1 2-#1 CKT. C-2 2-#6 CKT. C-1 BEGI APPROACH SLAB STA. 161+08.36 BEGI BRIDGE 2-#6 CKT. E-6 2-#6 CKT. E-6 STA. 161+49.41 STA. 161+95 POLE 2 CKT. E-6 POLE 1 CKT. E-1 STA. 162+97 SEE UDERDECK LIGHTIG PLAS FOR DETAILS 2-#1 CKT. C-2 ED APPROACH SLAB STA. 162+97.77 POLE 3 CKT. E-1 ED BRIDGE STA. 162+54.59 2-#6 CKT. C-1 2-#6 CKT. E-6 COST. RAMP B COST. RAMP C 2-#1 CKT. C-2 465 2-#1 CKT. C-2 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-11 11:19:37 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT01.DG

BR-17 BR-10 BR-9 BR-11 2-#6 CKT. C-1 2-#6 CKT. E-6 STA. 628+02 POLE 6 CKT. E-6 2-#6 CKT. C-1 2-#6 CKT. E-6 2-#6 CKT. C-1 2-#6 CKT. E-6 STA. 625+88 POLE 8 CKT. E-6 626 STA. 623+94 POLE 10 CKT. E-6 625 2-#6 CKT. C-1 2-#6 CKT. E-6 624 623 MATCH LIE STA. 622+60 SEE L-19 627 628 ED APPROACH SLAB 629 COST. RAMP B RAMP C 369 BEGI APPROACH SLAB STA. 370+71.00 COST. RAMP C 370 STA. 623+51.02 RAMP B ED BRIDGE STA. 623+21.00 RAMP B EMPTY CODUIT FOR FUTURE USE 365 366 367 368 371 372 MATCH LIE STA. 465+00 2-#1 CKT. C-2 SR 453 B 465 466 467 468 2-#1 CKT. C-2 2-#1 CKT. C-2 OT-4 STA. 467+19 POLE 7 CKT. E-1 STA. 468+92 POLE 9 CKT. E-1 2-#1 CKT. C-2 SIG 107 CKT. E-1 STA. 465+06 STA 466+97 POLE 5 CKT. E-1 LAR/W COST. RAMP D 469 BEGI BRIDGE STA. 371+01.00 COST. RAMP C 470 STA. 470+68 2-#1 CKT. C-2 POLE 11 CKT. E-1 2-#1 CKT. C-2 2-#4 CKT. E-1 R/W LIE 471 2-#4 CKT. E-1 472 MATCH LIE STA. 472+00 R/W LIE 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-12 11:19:40 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT02.DG

BR-12 TW104 BR-13 BR-14 ED BRIDGE STA. 373+92.00 COST. RAMP C EMPTY CODUIT FOR FUTURE USE CR 46 STA. 372+45 POLE 12 CKT. E-2 ED APPROACH SLAB STA. 374+22.00 COST. RAMP C STA. 376+17 CR46 374 375 376 POLE 14 CKT. E-2 COST. RAMP C MATCH LIE STA. 472+00 472 373 223 224 225 473 474 2-#4 CKT. E-1 STA. 473+91 POLE 13 CKT. E-1 475 2-#4 CKT. E-1 PT STA. 475+75.75 377 378 379 476 477 478 COST. RAMP D 2-#4 CKT. E-1 MATCH LIE STA. 478+80 2-#4 CKT. E-1 STA. 477+38 POLE 15 CKT. E-1 CR 46 SEE UDERDECK LIGHTIG PLAS FOR DETAILS R/W LIE 2-#4 CKT. E-1 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-13 11:19:43 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT03.DG

479 MATCH LIE STA. 478+80 PC STA. 479+51.46 380 STA. 379+67 POLE 16 CKT. E-2 381 COST. RAMP C STA. 383+02 POLE 18 CKT. E-2 384 PCC STA. 484+83.26 385 MATCH LIE STA. 486+00 486 OC-5 382 383 480 485 2-#4 CKT. E-1 SIG 108 & 109 CKT. E-1 STA 479+35 481 484 2-#1 CKT. E-1 COST. RAMP D 2-#4 CKT. E-1 482 483 STA. 484+92 POLE 19 CKT. E-1 STA. 481+01 POLE 17 CKT. E-1 2-#1 CKT. E-1 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-14 11:19:47 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT04.DG

486 MATCH LIE STA. 486+00 386 STA. 386+18 POLE 20 CKT. E-2 387 STA. 389+59 POLE 22 CKT. E-2 390 391 MATCH LIE STA. 493+00 493 388 389 487 COST. RAMP C 492 2-#1 CKT. E-1 488 491 STA. 492+75 POLE 23 CKT. E-1 489 COST. RAMP D 490 2-#1 CKT. E-1 STA. 488+75 POLE 21 CKT. E-1 2-#1 CKT. E-1 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-15 11:19: AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT05.DG

STA. 392+78 STA. 396+08 493 MATCH LIE STA. 493+00 392 494 POLE 24 CKT. E-2 393 495 PT STA. 495+76.51 POLE 26 CKT. E-2 394 395 396 397 398 COST. RAMP C 496 497 498 499 0 STA. 499+77 POLE 27 CKT. E-1 MATCH LIE STA. 0+00 SEE L-18 2-#1 CKT. E-1 OT-2 COST. RAMP D 2-#1 CKT. E-1 2-#1 CKT. E-1 SIG 110, 111, & 112 CKT. E-1 STA. 496+20 2-#1 CKT. E-1 LAR/W STA. 496+43 POLE 25 CKT. E-1 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-16 11:19:53 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT06.DG

IV.=99.92' BEGI ROADWAY LIGHTIG STA. 209+05 COST. CR 46 STA. 209+87 POLE 102 CKT. E-3 ED PROJECT BEGI PROJECT FDOT 3A STA. 209+00.00 COST. CR 46 AH. STA. 149+00.00, 11.00' LT COST. CR 46 MATCH EXISTIG BK. 2-#6 CKT. E-3 RW LIE COST. CR 46 204 205 206 207 208 209 210 211 MATCH LIE STA. 211+00 18" RCP MES MES IV.=100.78' CR 46 COST. RAMP B 610 611 STA. 209+05 POLE 101 CKT. E-4 2-#1 STA. 210+93 POLE 103 CKT. E-4 PROPOSED POIT OF SERVICE 240/480 ELECTRICAL POWER SERVICE ISTALL RISER AD FIBER GLASS PULL BOX AT BASE OF POLE PER DUKE EERGY REQUIREMETS RW LIE PROPOSED SERVICE DISCOECT 2-#6 CKT. E-4 2-#6 CKT. E-4 2-#1 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-17 11:20:20 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT07.DG

0 1 MATCHLIE STA. 0+00 SEE L-16 398 COST. RAMP C STA. 216+24 POLE 108 CKT. E-3 STA. 212+20 POLE 104 CKT. E-3 RW LIE STA. 214+30 POLE 106 CKT. E-3 2-#1 CKT. E-1 399 3"DIRECTIOALBORE CODUIT 2-#1 CKT. E-1 2-#6 CKT. E-3 2-#6 CKT. E-3 2-#6 CKT. E-3 2-#6 CKT. E-3 MATCH LIE STA. 211+00 211 212 213 214 215 216 217 COST. RAMP B COST. CR 46 2-#1 CKT. E-1 2-#6 CKT. E-3 CR 46 COST. RAMP D EXIST RW LIE P2 P2 STA. 217+42 POLE 109 CKT. E-5 2-#6 CKT. E-5 2-#6 CKT. E-5 MATCH LIE STA. 218+00 218 611 1 612 613 614 615 OC-6 616 617 618 2-#1 2-#6 CKT. E-4 2-#6 CKT. E-4 2-#6 CKT. E-4 2-#1 3"UDERGROUD CODUIT 2-#1 CKT. E-1 2-#6 CKT. E-3 2-#6 CKT. E-4 2-#6 CKT. E-5 2-#6 CKT. E-6 SIG 116 & 117 CKT. E-4 STA 611+90 ADMS STA. 612+93 POLE 105 CKT. E-4 STA. 615+19 POLE 107 CKT. E-4 2-#6 CKT. E-4 LOAD CETER "E" STA 616+76 +/- 240/480 V SIGLE PHASE, 3 WIRE 3-#2 UDERGROUD 225 AMP RATED, MLO, WITH PHOTOCELL CKT. 1-30A, 2P CKT. 2-30A, 2P CKT. 3-30A, 2P CKT. 4-30A, 2P CKT. 5-30A, 2P CKT. 6-30A, 2P CKT. 7-30A, 2P SPARE CKT. 8-30A, 2P SPARE RW LIE STA. 617+09 POLE 110 CKT. E-5 2-#6 CKT. E-5 2-#6 CKT. E-6 2-#6 CKT. E-6 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-18 11:20:33 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT08.DG

TW103 24" RCP 24" RCP TW104 BR-11 2-#6 CKT. E-3 STA. 218+20 POLE 111 CKT. E-3 STA. 222+78 SIG 116 & 117 CKT. E-3 STA. 220+21 POLE 117 CKT. E-3 RAMP C RAMP D OC-7 STA 218+ 2-#6 CKT. E-3 POLE 115 CKT. E-3 2-#6 CKT. E-3 374 BR-13 BR-14 COST. RAMP D 2-#6 CKT. E-3 218 MATCH LIE STA. 218+00 2-#6 CKT. E-5 1 2-#6 CKT. E-3 219 BEGI APPROACH SLAB STA. 620+16.98 COST. RAMP B 2-#6 CKT. E-5 220 221 CR 46 MES W/ GRATE MES W/ GRATE IV.=91.90' IV.=92.00' COST. CR 46 SEE UDERDECK LIGHTIG PLAS FOR DETAILS 222 223 224 COST. RAMP C STA. 222+89 POLE 118 CKT. E-5 373 473 2-#6 CKT. E-5 MATCH LIE STA. 225+00 225 STA. 224+80 POLE 119 CKT. E-5 618 619 620 COST. RAMP B 2-#6 CKT. E-6 IV.=90.01' STA. 221+65 IV.=90.30' POLE 114 CKT. E-5 2-#6 CKT. E-5 472 BR-12 2-#6 CKT. E-5 2-#6 CKT. E-6 STA. 219+49 POLE 112 CKT. E-5 BEGI BRIDGE STA. 620+47.00 COST. RAMP B STA. 619+66 POLE 113 CKT. E-6 1022 1021 1020 BR-15 2-#6 CKT. C-1 2-#6 CKT. E-6 STA. 621+85 POLE 116 CKT. E-6 621 1019 EGIEERS SURVEYORS PLAERS JAMES W. HIGHLAD, P.E. LICESE 68240 BR-16 2-#6 CKT. C-1 2-#6 CKT. E-6 SCIETISTS 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 622 SEE UDERDECK LIGHTIG PLAS FOR DETAILS 1018 CFX PROJ. R/W LIE SEE L-12 MATCH LIE STA. 622+60 372 LIGHTIG PLA L-19 11:20:47 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT09.DG

LAR/W 2-#6 CKT. E-3 SIG 113 & 114 CKT. E-3 STA 227+00 STA. 226+81 POLE 120 CKT. E-3 2-#6 CKT. E-3 ED ROADWAY LIGHTIG STA. 228+72 COST. CR 46 MATCH LIE STA. 225+00 225 226 OC-8 227 228 229 230 231 COST. CR 46 232 R/W LIE EXIST RW LIE 2-#6 CKT. E-5 STA. 228+70 POLE 121 CKT. E-5 1015 1014 1013 1012 1011 1010 1009 1008 R/W LIE 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. LIGHTIG PLA L-20 11:21:03 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT10.DG

144.752 COST. EXIST ACCESS RD. 1 STA. 102+92 COST. 453 2-#10 CKT. A-1 OFFSET= 31' LT 1-#10 GD UD 5 CKT. A-1 2-#10 CKT. A-1 1-#10 GD STA. 102+41 COST. 453 OFFSET= 31' LT UD 3 CKT. A-1 2-#10 CKT. A-1 1427 1-#10 GD COST. SR 453 101 102 103 104 800 801 COUTY LIE ROAD 802 COST. EXIST STA. 103+49 COST. 453 ACCESS RD. OFFSET= 46' LT UD 6 CKT. A-1 RW020003 2-#10 CKT. A-2 803 804 805 2-#10 CKT. A-2 1-#10 GD STA. 102+42 COST. 453 OFFSET= 22' RT UD 4 CKT. A-2 1-#10 GD STA. 101+78 COST. 453 OFFSET= 25' RT UD 2 CKT. A-2 900 901 902 903 904 905 STA. 101+10 COST. 453 OFFSET= 45' RT UD 1 CKT. A-2 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. UDERDECK LIGHTIG PLA L-21 11:21:18 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT10A.DG

BR-6 ZRW3001 BR-7 BR-5 160 161 STA. 161+54 COST. SR 453 OFFSET= 38' RT UD 7 CKT. E-1 STA. 162+18 COST. SR 453 OFFSET= 38' LT UD 8 CKT. E-6 COST. SR 453 2-#10 CKT. E-1 1-#10 GD 1100 1101 1102 1103 72.147 162 163 164 2-#10 CKT. E-1 1-#10 GD 630 364 365 465 CORADO-SOMERSET DRIVE CFX PROJ. UDERDECK LIGHTIG 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 PLA L-22 11:21:32 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT011.DG

BR-17 BR-10 BR-9 BR-15 BR-16 BR-11 BR-12 TW103 TW104 BR-13 BR-14 220 FCE R/W LIE 621 2-#10 CKT. E-6 1-#10 GD 2-#10 CKT. E-6 1-#10 GD STA. 622+02 COST. RAMP B OFFSET= 6' LT UD 11 CKT. E-6 PC STA. 1018+68.52 622 IV.=90.01' IV.=90.30' 14.63' FROM FCE RAILROAD TRACK 24" RCP 24" RCP MES W/ GRATE MES W/ GRATE IV.=91.90' 221 IV.=92.00' PCC STA. 220+60.65 CR 46 STA. 621+22 COST. RAMP B OFFSET= 8' LT UD 12 CKT. E-6 RAMP B 623 1018 FCE RAILROAD TRACK 222 624 STA. 472+35 COST. RAMP D OFFSET= 40' LT UD 9 CKT. E-1 CR 46 STA. 473+12 COST. RAMP D OFFSET= 40' LT UD 10 CKT. E-1 RAMP C 371 372 373 223 374 370 375 RAMP D 470 471 472 224 473 474 2-#10 CKT. E-1 1-#10 GD CR 46 2-#10 CKT. E-1 1-#10 GD 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. PCC STA. 224+88.28 UDERDECK LIGHTIG PLA L-23 11:21:46 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT012.DG

144.752 COST. EXIST ACCESS RD. 1427 COST. SR 453 101 102 103 104 800 801 COUTY LIE ROAD 2-#8 CKT. B-2 1-#8 GD 802 MPC-6 CKT. B-2 RW020003 803 804 805 900 901 902 903 904 905 MPC-5 CKT. B-2 COST. EXIST ACCESS RD. 1 2-#8 CKT. B-2 1-#8 GD MPC-3 CKT. B-1 2-#8 CKT. B-2 1-#8 GD MPC-2 CKT. B-1 MPC-4 CKT. B-2 MPC-1 CKT. B-1 2-#10 CKT. B-1 1-#10 GD 2-#10 CKT. B-1 1-#10 GD 2-#10 CKT. B-1 1-#10 GD OTES 1. ALL GIRDER / MAITEACE LIGHTIG SHALL COMPLY WITH FDOT STADARD IDEX 21240. 2. LOAD CETER "B" SHALL POWER THE MAITEACE LIGHTIG AD SHALL BE STEPPED DOW TO 120V AT THE MII POWER CETERS I EACH BOX GIRDER. WHICH WILL EERGIZE THE 100W ICADESCET MAITEACE LAMPS. 3. MPC = MII POWER CETER CFX PROJ. MAITEACE LIGHTIG 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 PLA L-24 11:22:00 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT13.DG

BR-17 BR-10 BR-9 BR-15 BR-16 BR-11 BR-12 TW103 TW104 BR-13 BR-14 MPC-7 CKT. C-1 220 FCE R/W LIE 2-#10 CKT. C-1 1-#10 GD MPC-8 CKT. C-1 621 2-#10 CKT. C-1 1-#10 GD PCC STA. 220+60.65 PC STA. 1018+68.52 622 14.63' FROM IV.=90.30' IV.=90.01' 24" RCP 24" RCP MES W/ GRATE MES W/ GRATE IV.=91.90' 221 IV.=92.00' FCE RAILROAD TRACK COST. RAMP B 623 1018 FCE RAILROAD TRACK 222 624 CR 46 370 MPC-13 CKT. C-2 COST. RAMP C 371 MPC-12 CKT. C-2 372 373 223 374 375 2-#8 CKT. C-2 1-#8 GD MPC-11 CKT. C-2 2-#8 CKT. C-2 1-#8 GD 2-#8 CKT. C-2 1-#8 GD 2-#8 CKT. C-2 1-#8 GD 2-#8 CKT. C-2 470 1-#8 GD 471 MPC-10 CKT. C-2 MPC-9 CKT. C-2 472 224 473 474 OTES COST. RAMP D 1. ALLGIRDER / MAITEACE LIGHTIGSHALLCOMPLYWITH FDOT STADARD IDEX 21240. 2. LOAD CETER "C"SHALLPOWER THE MAITEACE LIGHTIGAD SHALLBE STEPPED DOW TO120V AT THE MII POWER CETERS I EACH BOX GIRDER. WHICH WILLEERGIZE THE 100W ICADESCET MAITEACE LAMPS. 3. MPC = MII POWER CETER CR 46 941 LAKE BALDWI LAE, ORLADO, 32814 CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE 68240 CFX PROJ. PCC STA. 224+88.28 MAITEACE LIGHTIG PLA L-25 11:22:14 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT014.DG

301 E. Pine Street, Suite 3 Orlando, Florida 32801 407-893-5800 FL Cert. o. EB0005620 Engineer of Record: William B. Flatt PE o. 60944 CFX PROJ. PAEL SCHEDULES L-26 11:22:15 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\SRPTLT22.DG

301 E. Pine Street, Suite 3 Orlando, Florida 32801 407-893-5800 FL Cert. o. EB0005620 Engineer of Record: William B. Flatt PE o. 60944 CFX PROJ. PAEL SCHEDULES L-27 11:22:18 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\SRPTLT22.DG

JUCTIO BOX SIZE TO MEET UTILITY REQUIREMETS TO UTILITY SERVICE POIT 3 #4 I. (LOADCTR "A") 3 #2 I. (LOADCTR "E") COORDIATE ISTALLATIO WITH DUKE EERGY 4'W x 6'H x 2'D (MI) OVERALL ECLOSURE WITH SIGLE DOOR, 3 POIT LATCHIG, EMA 3R-ALUMIUM. FURISH PHOTOELECTRIC COTROL LIGHTIG COTACTOR MAI CIRCUIT BREAKER HEAVY DUTY METER SOCKET W/ BYPASS SWITCH SUPPLIED BY UTILITY ISTALLED BY COTRACTOR RECEPTACLE LOCK WITH 3 SPARE 3 #4, 1 #8 GD (LOADCTR "A") 3 #2, 1 #8 GD (LOADCTR "E") SIZE ODUIT LOAD BREAK DISCOECT SWITCH 100A, 2-POLE, O-FUSED, LOCKABLE ECLOSURE, EMA 3R METER SOCKET (SUPPLIED BY POWER CO. AD ISTALLED BY COTRACTOR) PHOTOELECTRIC COTROL O TOP OF ECLOSURE BODIG JUMPER 480V, 2P * MAI BREAKER OTE 1 KEYS. DOORS OT SHOW FOR CLARITY. L1 L2 H.O.A. SWITCH COCRETE FOUDATIO (SEE DETAIL THIS SHT.) DISTRIB. PAEL LIGHTIG ARRESTER COTROL TRASFORMER DISCOECT SWITCH, EMA 3R GRADE 2" 1 2'-6 MI 1#8 COPPER GROUDIG ELECTRODE CODUCTOR COTROL TRASFORMER 2#4, 1#8 GD (LOADCTR "A") 2#2, 1#8 GD (LOADCTR "E") SIZE. 30A/2P TO 30A/2P LIGHTS PHOTOELECTRIC COTROL SERVICE MAI BREAKER EMA 1, 480V 60 AMP, 2P (LOADCTR "A") 100 AMP, 2P (LOADCTR "E") LIGHTIG COTACTOR, 60 AMP (LOADCTR "A") 100 AMP (LOADCTR "E") 480V, 2P, WITH H-O-A SELECTOR SWITCH, PHOTOCELL COTROLLED, EMA 1 (LOCATE PHOTOCELL O TOP OF OUTDOOR ECLOSURE) 30A/2P 30A/2P TO LIGHTS SURGE ARRESTER FUSES (TYP) 15-1P 480-120V COTROL XFMR, 1KVA EMA 5-15 R W/BOX AD COVER O A H COTROL RELAY CR LIGHTIG COTACTOR MECHAICALLY-HELD ASCO 920 * 120V COTROL H.O.A. SWITCH PILOT C C OTE 1 C C EUTRALBUS BODIG JUMPER. DISTRIBUTIO PAEL * OTE 1 COPPER GROUD BUS LIGHTIG ARRESTER SQUARE D SDDA36. OVERALL OUTDOOR ECLOSURE (SEE OTE 2) GROUDIG ELECTRODE CODUCTOR #8 BARE COPPER CODUITS TO LIGHTIG CIRCUITS SEE PLA S. PROVIDE TWO (2) SPARES STUBBED OUT 2' BEYOD EDGE OF COCRETE AD CAP ELEVATIO.T.S. TO UTILITY SERVICE POIT ELECTRODE CODUCTOR SIZED TO SUIT EQUIPMET + 3 4" PVC #8 BARE COPPER GROUDIG GROUDIG ELECTRODE ROD 3 4" x 20' (ISTALL PER EC 2.56 TYPICAL DISTRIBUTIO LOAD CETER FURISHED 3" ALL AROUD OUTLIE OF EQUIPMET * O TO SUIT EQUIPMET FURISHED. DISTRIBUTIO CETER CODUITS SHALL BE STUBBED UP BEFORE 225 AMP 480/240V, 1 PHASE PAELBOARD, UDERGROUD SERVICE, W/CU GROUD EMA 1 OUTDOOR ECLOSURE (SEE OTE 1) GROUDIG ELECTRODE 3 4" x 20' (ISTALL PER EC 2.56 PLA COCRETE IS POURED. CHAMFER AT EXPOSED EDGES * REFER TO IDIVIDUAL PAEL SCHEDULE FOR BRACH BREAKER REQUIREMETS. PROPOSED LIGHTIG LOAD CETERS "A" AD "E" OTE: 1. SEE PAEL SCHEDULE FOR ITERAL WIRE AD CODUIT SIZES. 2. ALL EQUIPMET SHALL BE ECLOSED I IDIVIDUAL EMA 1 ECLOSURES, ISIDE THE OUTDOOR ECLOSURE ALL WIRIG SHALL BE I ITERMEDIATE STEEL CODUIT....................................... 4" 12'' GRADE OTES: 1. SEE COECTIO LIE DIAGRAM O THIS FOR ADDITIOAL IFORMATIO. 2. ALL EQUIPMET SHALL BE ECLOSED I IDIVIDUAL EMA 1 ECLOSURES, ALL WIRIG ISIDE OUTDOOR CABIET SHALL BE I ITERMEDIATE STEEL CODUIT. * = SIZE AS IDICATED O PAEL SCHEDULE. TYPICAL DISTRIBUTIO LOAD CETER COECTIO DIAGRAM 3" CLR. (TYP) #4@12" EACH WAY TOP AD BOTTOM SECTIO TYPICAL LOADCETER SIGLE LIE DIAGRAM OTE: ALL ISULATED CODUCTORS SHALL BE COPPER, RATED 600V, 75 c, TYPE RHW ISULATIO. DISTRIBUTIO CETER FOUDATIO DETAIL.T.S. 301 E. Pine Street, Suite 3 Orlando, Florida 32801 407-893-5800 FL Cert. o. EB0005620 Engineer of Record: William B. Flatt PE o. 60944 CFX PROJ. ROADWAY LIGHTIG LOAD CETER DETAILS L-28 11:22:22 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\SRPTLT20.DG

~ L ISTALL I 2" SCHEDULE 80 PVC CODUIT TO PULL BOX (SEE LIGHTIG S) JUCTIO BOX SIZE TO MEET UTILITY REQUIREMETS TO UTILITY SERVICE POIT 3 #6 I. (LOADCTR "B") 3 #4 I. (LOADCTR "C") COORDIATE ISTALLATIO WITH DUKE EERGY ~ L LOAD BREAK DISCOECT SWITCH 60A, 2-POLE, O-FUSED, LOCKABLE GD ~ ECLOSURE, EMA 3R 30, 480V, 2P, HEAVY DUTY FUSED DISCOECT SWITCH WITH EMA 3R ECLOSURE AD 30A, DUAL ELEMET, TIME DELAY, CURRET LIMITIG CLASS RK5 FUSES MAI CIRCUIT BREAKER METER SOCKET 40A/2P, 480V (LOADCTR "B") (SUPPLIED BY POWER CO. AD 60A/2P, 480V (LOADCTR "C") ISTALLED BY COTRACTOR) UTILITY REQUIREMETS SURGE ARRESTER 1#8 COPPER GROUDIG ELECTRODE CODUCTOR ** ** LOCKABLE ECLOSURE EMA 3R TO MPC TO MPC ** REFER TO IDIVIDUAL PAEL SCHEDULES FOR BRACH BREAKER REQUIREMETAS COMPOETS LOCATED WITHI PACKAGED MII POWER CETER (MPC) ECLOSURE. EMA 4X, SURFACE MOUTED TYPICAL LOADCETER SIGLE LIE DIAGRAM COMPOETS LOCATED WITHI LIGHTIG COTACTOR ECLOSURE EMA 4X, SURFACE MOUTED. PROVIDE QUATITY OF COTACTOR POLES AS REQUIRED FOR THE QUATITY OF CIRCUITS. TO LIGHTS TO LIGHTS GROUD WIRE CARRIED THRU TO PAELBOARD EUTRAL/GROUD BUS TRASFORMER MAI CIRCUIT BREAKER 20A/2P R/I C LIGHTIG COTACTOR COIL 120V 480V 120V 7.5kVA TRASFORMER 480-120/240V 1P, 3W R COECT TO BOX GIRDER STEEL GD SECODARY PAELBOARD MAI CIRCUIT BREAKER 30A/2P HOA SELECTOR SWICTH PILOT RELAY COIL 20A/1P 1 2 20A/1P TO RECEPTACLES 20A/1P 3 4 20A/1P TO RECEPTACLES EUTRAL SPARE 20A/1P 5 6 20A/1P TO RECEPTACLES TS (0-6Hr) SPARE 20A/1P 7 8 20A/1P TS (0-6Hr) TYPICAL MPC SCHEMATIC WIRIG DIAGRAM AUTOMATIC TIMER SWITCH 301 E. Pine Street, Suite 3 Orlando, Florida 32801 407-893-5800 FL Cert. o. EB0005620 Engineer of Record: William B. Flatt PE o. 60944 CFX PROJ. BOX GIRDER LIGHTIG LOAD CETER AD MPC DETAILS L-29 11:22:22 AM P:\Projects12\12-01.000_OOCEA Wekiva_Parkway\Wekiva_206\lighting\SRPTLT21.DG