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

Transcription

1 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 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 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 (407) PLAS PREPARED BY: EGIEERS SURVEYORS PLAERS SCIETISTS 941 LAKE BALDWI LAE ORLADO, (407) CERT. OF AUTH 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 FISCAL YEAR CFX PROJECT MAAGER: GLE PRESSIMOE, P.E. 15 L-1 11:19:10 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\KEYSLT01.DG

2 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 CODUIT (F&I) (OPE TRECH) LF " CODUIT (F&I) (OPE TRECH) LF CODUIT (F&I) (DIRECTIOAL BORE) LF " CODUIT (F&I) (DIRECTIOAL BORE) LF PULL & SPLICE BOX (F&I) (STADARD) EA JUCTIO BOX (F&I) (MOUTED) EA ELECTRICAL SERVICE DISCOECT(F&I) (POLE MOUT) AS LIGHTIG CODUCTORS (F&I) (#10 OR SMALLER) LF LIGHTIG CODUCTORS (F&I) (#8 TO #6) LF LIGHTIG CODUCTORS (F&I) (#4 TO #2) LF LIGHTIG CODUCTORS (F&I) (#1 TO #0) LF LIGHT POLE COMPLETE (F&I) (110 MPH) (45') EA LOAD CETER, F&I, SECODARY VOLTAGE EA LUMIAIRE (F&I) (UDERDECK) (PEDAT HUG) EA 715- LIGHTIG, ISIDE BOX GIRDER LS LIGHT POLE CABLE DISTRIBUTIO SYSTEM (COVETIOAL) EA LIGHT POLE CABLE DISTRIBUTIO SYSTEM (WALL MOUTED) EA LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA (SIGLE ARM, WALL MOUT) (ALUMIUM) (45') LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA (DOUBLE ARM, WALL MOUTED) (ALUMIUM) (45') LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA (SIGLE ARM, BRIDGE MOUT) (ALUMIUM) (45') TOTAL THIS GRAD TOTAL REF. 941 LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. TABULATIO OF QUATITIES L-2 11:19:11 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\TABQLT01.DG

3 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 CODUIT (F&I) (OPE TRECH) LF " CODUIT (F&I) (OPE TRECH) LF CODUIT (F&I) (DIRECTIOAL BORE) LF " CODUIT (F&I) (DIRECTIOAL BORE) LF PULL & SPLICE BOX (F&I) (STADARD) EA JUCTIO BOX (F&I) (MOUTED) EA ELECTRICAL SERVICE DISCOECT(F&I) (POLE MOUT) AS LIGHTIG CODUCTORS (F&I) (#10 OR SMALLER) LF LIGHTIG CODUCTORS (F&I) (#8 TO #6) EA LIGHTIG CODUCTORS (F&I) (#4 TO #2) EA LIGHTIG CODUCTORS (F&I) (#1 TO #0) EA LIGHT POLE COMPLETE (F&I) (110 MPH) (45') EA LOAD CETER, F&I, SECODARY VOLTAGE EA LUMIAIRE (F&I) (UDERDECK) (PEDAT HUG) EA LIGHTIG, ISIDE BOX GIRDER LS LIGHT POLE CABLE DISTRIBUTIO SYSTEM (COVETIOAL) EA LIGHT POLE CABLE DISTRIBUTIO SYSTEM (WALL MOUTED) EA LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA (SIGLE ARM, WALL MOUT) (ALUMIUM) (45') LIGHT POLE COMPLETE, SPECIAL DESIG (F&I) EA (DOUBLE ARM, WALL MOUTED) (ALUMIUM) (45') 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, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. TABULATIO OF QUATITIES L-3 11:19:11 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\TABQLT01.DG

4 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 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 (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" 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 ) 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 XX: : 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 & : 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] LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PROJECT PLA OTE L-4 11:19:12 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\GTLT01.DG

5 POLE CIRCUI T STATIO DIST. OR ARM POLE DATA LUMIAIRE WATTAGE MOUTIG HEIGHT POLE SETBACK SPECIAL OTES PAY ITEM 1 E-1 STA RT COST. SR ' 400W 45' PILASTER MOUTED H.S.S E-6 STA LT COST. SR ' 400W 45' PILASTER MOUTED H.S.S E-1 STA RT COST. SR ' 400W 45' PILASTER MOUTED H.S.S E-6 STA RT COST. RAMP B 12' 400W 45' PILASTER MOUTED H.S.S E-1 STA RT COST. RAMP D 12' 400W 45' PILASTER MOUTED H.S.S E-6 STA RT COST. RAMP B 12' 400W 45' PILASTER MOUTED H.S.S E-1 STA RT COST. RAMP D 12' 400W 45' PILASTER MOUTED H.S.S E-6 STA RT COST. RAMP B 12' 400W 45' PILASTER MOUTED H.S.S E-1 STA RT COST. RAMP D 12' 400W 45' PILASTER MOUTED H.S.S E-6 STA RT COST. RAMP B 12' 400W 45' PILASTER MOUTED H.S.S E-1 STA RT COST. RAMP D 12' 400W 45' PILASTER MOUTED H.S.S E-2 STA LT COST. RAMP C 12' 400W 45' PILASTER MOUTED E-1 STA RT COST. RAMP D 12' 400W 45' PILASTER MOUTED * E-2 STA LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R E-1 STA RT COST. RAMP D 15' 400W 45' 6' FROM F.O.C * E-2 STA LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R E-1 STA RT COST. RAMP D 15' 400W 45' 6' FROM F.O.C * E-2 STA LT COST. RAMP C 15' 400W 45' 6' FROM F.O.G.R E-1 STA RT COST. RAMP D 15' 400W 45' 7' FROM F.O.C * E-2 STA LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R E-1 STA RT COST. RAMP D 15' 400W 45' 10' FROM F.O.C * E-2 STA LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R E-1 STA RT COST. RAMP D 15' 400W 45' 10' FROM F.O.C * E-2 STA LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R E-1 STA RT COST. RAMP D 15' 400W 45' 6' FROM F.O.C * E-2 STA LT COST. RAMP C 15' 400W 45' 5' FROM F.O.G.R E-1 STA RT COST. RAMP D 15' 400W 45' 7' FROM F.O.C E-4 STA RT COST. CR 46 15' 400W 45' 10' FROM F.O.C E-3 STA LT COST. CR 46 15' 400W 45' 10' FROM F.O.C E-4 STA RT COST. CR 46 15' 400W 45' 10' FROM F.O.C E-3 STA LT COST. CR 46 15' 400W 45' 10' FROM F.O.C E-4 STA RT COST. RAMP B 15' 400W 45' 9' FROM F.O.C * E-3 STA LT COST. CR 46 15' 400W 45' 17' FROM F.O.C E-4 STA RT COST. RAMP B 15' 400W 45' 10' FROM F.O.C E-3 STA LT COST. CR 46 15' 400W 45' 22' FROM F.O.C E-5 STA RT COST. CR 46 15' 400W 45' 6' FROM F.O.C E-5 STA RT COST. RAMP B 15' 400W 45' 14' FROM E.O.T.L E-3 STA LT COST. CR 46 15' 400W 45' 10' FROM F.O.C E-5 STA RT COST. CR 46 15' 400W 45' 6' FROM F.O.C E-6 STA RT COST. RAMP B 12'/12' 400W/400W 45' PILASTER MOUTED 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 # 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 # 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 # 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 RT COST. CR 46 15' 400W 45' 7' FROM F.O.C E-3 STA LT COST. CR 46 15' 400W 45' 10' FROM F.O.C E-6 STA RT COST. RAMP B 12' 400W 45' PILASTER MOUTED E-3 STA LT COST. CR 46 15' 400W 45' 10' FROM F.O.C E-5 STA RT COST. CR 46 15' 400W 45' 8' FROM F.O.C E-5 STA RT COST. CR 46 15' 400W 45' 10' FROM F.O.C E-3 STA LT COST. CR 46 15' 400W 45' 10' FROM F.O.C E-5 STA RT COST. CR 46 15' 400W 45' 10' FROM F.O.C 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 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, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. POLE DATA & LIGHTIG PLA LEGED L-5 11:19:13 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLDTLT01.DG

6 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 COST. SR 453 4' 0" 129W 10mA 3 3S 35.0' x 20.5' 4.5' 13' 105 OT-1 E 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 COST. SR 453 4' 0" 55W 700mA 3 3S 28.0' x 13.5' 4.7' 9.3' MAX CABIET) 107 OT-4 E 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 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 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 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 COST. RAMP B 4' 0" 129W 10mA 2 2S 20.0' x 19.5' 3.0' 7.0' 116 & 117 OC-7 E COST. CR 46 4' 0" 129W 10mA 2 2S 20.0' x 19.5' 3.0' 7.0' SPD 10KV OR MORE ASI C 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 COST. SR ' 45' RT PEDAT HUG OTES LED REMOTE DRIVER BOX - POLE MOUT SIG UD 2 A-2 STA COST. SR ' 25' RT PEDAT HUG UD 3 A-1 STA COST. SR ' 31' LT PEDAT HUG UD 4 A-2 STA COST. SR ' 22' RT PEDAT HUG UD 5 A-1 STA COST. SR ' 31' LT PEDAT HUG UD 6 A-1 STA COST. SR ' 46' LT PEDAT HUG UD 7 E-1 STA COST. SR ' 38' RT PEDAT HUG UD 8 E-6 STA COST. SR ' 38' LT PEDAT HUG UD 9 E-1 STA RAMP D 90 16' 40' LT PEDAT HUG SIG LIGHT FIXTURE EW CODUIT AD WIRE FROM LED DRIVER BOX TO SIG LIGHT FIXTURE. UD 10 E-1 STA RAMP D 90 16' 40' LT PEDAT HUG UD 11 E-6 STA RAMP B 90 16' 6' LT PEDAT HUG SIG FACE UD 12 E-6 STA RAMP B 90 16' 8' LT 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, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. SIG & UDERDECK LIGHTIG PLA LUMIAIRE DATA L-6 11:19:14 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLDTLT01.DG

7 BEGI APPROACH SLAB STA COST. SR ' 03" W BEGI ROADWAY LIGHTIG STA COST. SR 453 COST. EXIST ACCESS RD LOAD CETER "A" 2-#6 STA /- MAITEACE LIGHTIG 240/480 V SIGLE PHASE, LOAD CETER "B" 3 WIRE 3-#4 UDERGROUD STA /- 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 #6 CKT. A-2 2-#4 CKT. B-2 2-#6 CKT. A-1 2-#6 CKT. A-2 2-#4 CKT. B RW COUTY LIE ROAD SEE UDERDECK LIGHTIG PLAS FOR DETAILS 2-#6 CKT. A-2 COUTY LIE ROAD EXIST RW LIE ED APPROACH SLAB STA ED BRIDGE STA #6 CKT. A-2 2-#4 CKT. B-2 2-#6 CKT. A-2 2-#4 CKT. B-2 MATCH LIE STA COST. EXIST ACCESS RD. 1 OTES 1. ALL GIRDER / MAITEACE LIGHTIG SHALL COMPLY WITH FDOT STADARD IDEX 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, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-7 11:19:24 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT1A.DG

8 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 OT-3 MATCH LIE STA COST. SR 453 SR 453 SB SR 453 B #6 CKT. A-2 2-#4 CKT. B LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-8 11:19:28 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT1B.DG

9 SR 453 SB MATCH LIE STA COST. SR 453 SR 453 B OT-1 SIG 105 CKT. E-1 STA LAR/W 941 LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-9 11:19:31 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT01AA.DG

10 AeccDbCogoPoint (AeccLand100) AeccDbCogoPoint (AeccLand100) AeccDbCogoPoint (AeccLand100) MATCH LIE STA SR 453 SB SR 453 B COST. SR MATCH LIE STA LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-10 11:19:34 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT01A.DG

11 AeccDbCogoPoint (AeccLand100) AeccDbCogoPoint (AeccLand100) AeccDbCogoPoint (AeccLand100) BR-7 BR-6 BR-5 MAITEACE LIGHTIG LOAD CETER "C" STA /- 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 SR 453 SB SIG 106 CKT. E-1 STA OC-2 SR 453 B ZRW3001 SLPICE LAR/W 630 MATCH LIE STA COST. SR #1 CKT. C-2 COST. RAMP D STA COROADO-SOMERSET DRIVE STA #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 BEGI BRIDGE 2-#6 CKT. E-6 2-#6 CKT. E-6 STA STA POLE 2 CKT. E-6 POLE 1 CKT. E-1 STA SEE UDERDECK LIGHTIG PLAS FOR DETAILS 2-#1 CKT. C-2 ED APPROACH SLAB STA POLE 3 CKT. E-1 ED BRIDGE STA #6 CKT. C-1 2-#6 CKT. E-6 COST. RAMP B COST. RAMP C 2-#1 CKT. C #1 CKT. C LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-11 11:19:37 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT01.DG

12 BR-17 BR-10 BR-9 BR-11 2-#6 CKT. C-1 2-#6 CKT. E-6 STA 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 POLE 8 CKT. E STA POLE 10 CKT. E #6 CKT. C-1 2-#6 CKT. E MATCH LIE STA SEE L ED APPROACH SLAB 629 COST. RAMP B RAMP C 369 BEGI APPROACH SLAB STA COST. RAMP C 370 STA RAMP B ED BRIDGE STA RAMP B EMPTY CODUIT FOR FUTURE USE MATCH LIE STA #1 CKT. C-2 SR 453 B #1 CKT. C-2 2-#1 CKT. C-2 OT-4 STA POLE 7 CKT. E-1 STA POLE 9 CKT. E-1 2-#1 CKT. C-2 SIG 107 CKT. E-1 STA STA POLE 5 CKT. E-1 LAR/W COST. RAMP D 469 BEGI BRIDGE STA COST. RAMP C 470 STA #1 CKT. C-2 POLE 11 CKT. E-1 2-#1 CKT. C-2 2-#4 CKT. E-1 R/W LIE #4 CKT. E MATCH LIE STA R/W LIE 941 LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-12 11:19:40 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT02.DG

13 BR-12 TW104 BR-13 BR-14 ED BRIDGE STA COST. RAMP C EMPTY CODUIT FOR FUTURE USE CR 46 STA POLE 12 CKT. E-2 ED APPROACH SLAB STA COST. RAMP C STA CR POLE 14 CKT. E-2 COST. RAMP C MATCH LIE STA #4 CKT. E-1 STA POLE 13 CKT. E #4 CKT. E-1 PT STA COST. RAMP D 2-#4 CKT. E-1 MATCH LIE STA #4 CKT. E-1 STA POLE 15 CKT. E-1 CR 46 SEE UDERDECK LIGHTIG PLAS FOR DETAILS R/W LIE 2-#4 CKT. E LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-13 11:19:43 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT03.DG

14 479 MATCH LIE STA PC STA STA POLE 16 CKT. E COST. RAMP C STA POLE 18 CKT. E PCC STA MATCH LIE STA OC #4 CKT. E-1 SIG 108 & 109 CKT. E-1 STA #1 CKT. E-1 COST. RAMP D 2-#4 CKT. E STA POLE 19 CKT. E-1 STA POLE 17 CKT. E-1 2-#1 CKT. E LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-14 11:19:47 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT04.DG

15 486 MATCH LIE STA STA POLE 20 CKT. E STA POLE 22 CKT. E MATCH LIE STA COST. RAMP C #1 CKT. E STA POLE 23 CKT. E COST. RAMP D #1 CKT. E-1 STA POLE 21 CKT. E-1 2-#1 CKT. E LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-15 11:19: AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT05.DG

16 STA STA MATCH LIE STA POLE 24 CKT. E PT STA POLE 26 CKT. E COST. RAMP C STA POLE 27 CKT. E-1 MATCH LIE STA 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 #1 CKT. E-1 LAR/W STA POLE 25 CKT. E LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-16 11:19:53 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT06.DG

17 IV.=99.92' BEGI ROADWAY LIGHTIG STA COST. CR 46 STA POLE 102 CKT. E-3 ED PROJECT BEGI PROJECT FDOT 3A STA COST. CR 46 AH. STA , 11.00' LT COST. CR 46 MATCH EXISTIG BK. 2-#6 CKT. E-3 RW LIE COST. CR MATCH LIE STA " RCP MES MES IV.=100.78' CR 46 COST. RAMP B STA POLE 101 CKT. E-4 2-#1 STA 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, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-17 11:20:20 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT07.DG

18 0 1 MATCHLIE STA SEE L COST. RAMP C STA POLE 108 CKT. E-3 STA POLE 104 CKT. E-3 RW LIE STA POLE 106 CKT. E-3 2-#1 CKT. E "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 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 POLE 109 CKT. E-5 2-#6 CKT. E-5 2-#6 CKT. E-5 MATCH LIE STA OC #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 ADMS STA POLE 105 CKT. E-4 STA POLE 107 CKT. E-4 2-#6 CKT. E-4 LOAD CETER "E" STA /- 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 POLE 110 CKT. E-5 2-#6 CKT. E-5 2-#6 CKT. E-6 2-#6 CKT. E LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-18 11:20:33 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT08.DG

19 TW103 24" RCP 24" RCP TW104 BR-11 2-#6 CKT. E-3 STA POLE 111 CKT. E-3 STA SIG 116 & 117 CKT. E-3 STA POLE 117 CKT. E-3 RAMP C RAMP D OC-7 STA #6 CKT. E-3 POLE 115 CKT. E-3 2-#6 CKT. E BR-13 BR-14 COST. RAMP D 2-#6 CKT. E MATCH LIE STA #6 CKT. E #6 CKT. E BEGI APPROACH SLAB STA COST. RAMP B 2-#6 CKT. E CR 46 MES W/ GRATE MES W/ GRATE IV.=91.90' IV.=92.00' COST. CR 46 SEE UDERDECK LIGHTIG PLAS FOR DETAILS COST. RAMP C STA POLE 118 CKT. E #6 CKT. E-5 MATCH LIE STA STA POLE 119 CKT. E COST. RAMP B 2-#6 CKT. E-6 IV.=90.01' STA IV.=90.30' POLE 114 CKT. E-5 2-#6 CKT. E BR-12 2-#6 CKT. E-5 2-#6 CKT. E-6 STA POLE 112 CKT. E-5 BEGI BRIDGE STA COST. RAMP B STA POLE 113 CKT. E BR-15 2-#6 CKT. C-1 2-#6 CKT. E-6 STA POLE 116 CKT. E EGIEERS SURVEYORS PLAERS JAMES W. HIGHLAD, P.E. LICESE BR-16 2-#6 CKT. C-1 2-#6 CKT. E-6 SCIETISTS 941 LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO SEE UDERDECK LIGHTIG PLAS FOR DETAILS 1018 CFX PROJ. R/W LIE SEE L-12 MATCH LIE STA LIGHTIG PLA L-19 11:20:47 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT09.DG

20 LAR/W 2-#6 CKT. E-3 SIG 113 & 114 CKT. E-3 STA STA POLE 120 CKT. E-3 2-#6 CKT. E-3 ED ROADWAY LIGHTIG STA COST. CR 46 MATCH LIE STA OC COST. CR R/W LIE EXIST RW LIE 2-#6 CKT. E-5 STA POLE 121 CKT. E R/W LIE 941 LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. LIGHTIG PLA L-20 11:21:03 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT10.DG

21 COST. EXIST ACCESS RD. 1 STA COST #10 CKT. A-1 OFFSET= 31' LT 1-#10 GD UD 5 CKT. A-1 2-#10 CKT. A-1 1-#10 GD STA COST. 453 OFFSET= 31' LT UD 3 CKT. A-1 2-#10 CKT. A #10 GD COST. SR COUTY LIE ROAD 802 COST. EXIST STA COST. 453 ACCESS RD. OFFSET= 46' LT UD 6 CKT. A-1 RW #10 CKT. A #10 CKT. A-2 1-#10 GD STA COST. 453 OFFSET= 22' RT UD 4 CKT. A-2 1-#10 GD STA COST. 453 OFFSET= 25' RT UD 2 CKT. A STA COST. 453 OFFSET= 45' RT UD 1 CKT. A LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. UDERDECK LIGHTIG PLA L-21 11:21:18 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT10A.DG

22 BR-6 ZRW3001 BR-7 BR STA COST. SR 453 OFFSET= 38' RT UD 7 CKT. E-1 STA COST. SR 453 OFFSET= 38' LT UD 8 CKT. E-6 COST. SR #10 CKT. E-1 1-#10 GD #10 CKT. E-1 1-#10 GD CORADO-SOMERSET DRIVE CFX PROJ. UDERDECK LIGHTIG 941 LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE PLA L-22 11:21:32 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT011.DG

23 BR-17 BR-10 BR-9 BR-15 BR-16 BR-11 BR-12 TW103 TW104 BR-13 BR FCE R/W LIE #10 CKT. E-6 1-#10 GD 2-#10 CKT. E-6 1-#10 GD STA COST. RAMP B OFFSET= 6' LT UD 11 CKT. E-6 PC STA 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 CR 46 STA COST. RAMP B OFFSET= 8' LT UD 12 CKT. E-6 RAMP B FCE RAILROAD TRACK STA COST. RAMP D OFFSET= 40' LT UD 9 CKT. E-1 CR 46 STA COST. RAMP D OFFSET= 40' LT UD 10 CKT. E-1 RAMP C RAMP D #10 CKT. E-1 1-#10 GD CR 46 2-#10 CKT. E-1 1-#10 GD 941 LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. PCC STA UDERDECK LIGHTIG PLA L-23 11:21:46 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT012.DG

24 COST. EXIST ACCESS RD COST. SR COUTY LIE ROAD 2-#8 CKT. B-2 1-#8 GD 802 MPC-6 CKT. B-2 RW 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 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, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE PLA L-24 11:22:00 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT13.DG

25 BR-17 BR-10 BR-9 BR-15 BR-16 BR-11 BR-12 TW103 TW104 BR-13 BR-14 MPC-7 CKT. C FCE R/W LIE 2-#10 CKT. C-1 1-#10 GD MPC-8 CKT. C #10 CKT. C-1 1-#10 GD PCC STA PC STA ' 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 FCE RAILROAD TRACK CR MPC-13 CKT. C-2 COST. RAMP C 371 MPC-12 CKT. C #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 #8 GD 471 MPC-10 CKT. C-2 MPC-9 CKT. C OTES COST. RAMP D 1. ALLGIRDER / MAITEACE LIGHTIGSHALLCOMPLYWITH FDOT STADARD IDEX 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 LAKE BALDWI LAE, ORLADO, CERTIFICATE OF AUTHORIZATIO 2648 JAMES W. HIGHLAD, P.E. LICESE CFX PROJ. PCC STA MAITEACE LIGHTIG PLA L-25 11:22:14 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\PLALT014.DG

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

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

28 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 V 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 " 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 FL Cert. o. EB Engineer of Record: William B. Flatt PE o CFX PROJ. ROADWAY LIGHTIG LOAD CETER DETAILS L-28 11:22:22 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\SRPTLT20.DG

29 ~ 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 /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 A/1P TO RECEPTACLES 20A/1P A/1P TO RECEPTACLES EUTRAL SPARE 20A/1P A/1P TO RECEPTACLES TS (0-6Hr) SPARE 20A/1P A/1P TS (0-6Hr) TYPICAL MPC SCHEMATIC WIRIG DIAGRAM AUTOMATIC TIMER SWITCH 301 E. Pine Street, Suite 3 Orlando, Florida FL Cert. o. EB Engineer of Record: William B. Flatt PE o CFX PROJ. BOX GIRDER LIGHTIG LOAD CETER AD MPC DETAILS L-29 11:22:22 AM P:\Projects12\ _OOCEA Wekiva_Parkway\Wekiva_206\lighting\SRPTLT21.DG