STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PENSACOLA CONTRACT PLANS FINANCIAL PROJECT ID (FEDERAL FUNDS) SEMINOLE COUNTY (77320)

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1 CHIPLEY PESACOLA FORT WALTO BEACH TALLAHASSEE 7 LAKE JACKSOVILLE PAAMA CITY CITY ST AUGUSTIE GAIESVILLE COTRACT PLAS OCALA DELAD DAYTOA BEACH FIACIAL PROJECT ID PROJECT LOCATIO EW PORT RICHEY TAMPA 7 ORLADO LAKELAD BEE LIE EXPRESSWAY FLORIDA S MELBOURE - COCOA ST PETERSBURG BARTOW TURPIKE (FEDERAL FUDS) 7 SARASOTA - 7 FT PIERCE IDEX OF LIGHTIG PLAS SEMIOLE COUTY (7730) BRADETO FT MYERS WEST PALM BEACH L-1 L- Thru L-3 KEY TABULATIO OF QUATITIES STATE ROAD (WEKIVA PARKWAY SECTIO 7A) APLES 7 7 FT LAUDERDALE L- GEERAL OTES MIAMI L- L-6 L-7 POLE DATA AD LEGED POLE DATA PROJECT LAYOUT LIGHTIG PLAS L- Thru L-1 L- L-3 L- L- L-6 L-7 L- LIGHTIG PLA SERVICE POIT DETAIL LOAD CETER A SERVICE POIT DETAIL LOAD CETER B SERVICE POIT DETAIL LOAD CETER C SERVICE POIT DETAIL LOAD CETER D SERVICE POIT DETAIL LOAD CETER E SERVICE POIT DETAIL LOAD CETER F SERVICE POIT DETAIL LOAD CETER G KEY WEST LIGHTIG SHOP DRAWIGS TO BE SUBMITTED TO: CHRIS J. WALSH, P.E. PE 766 TRAFFIC EGIEERIG DATA SOLUTIOS, IC. 0 SPRIG VISTA DRIVE DEBARY, FLORIDA (O) (F) PLAS PREPARED BY: TRAFFIC EGIEERIG DATA SOLUTIOS, IC. 0 SPRIG VISTA DRIVE DEBARY, FLORIDA (O) (F) COTRACT CB VEDOR F CERTIFICATIO OF AUTHORIZAIO # 73 OTE: THE SCALE OF THESE PLAS MAY HAVE CHAGED DUE TO REPRODUCTIO. 0% SUBMITTAL OCTOBER 01 KEY LIGHTIG PLAS EGIEER OF RECORD: CHRIS J. WALSH P.E. : 766 FISCAL YEAR FDOT PROJECT MAAGER: KEVI MOSS, P.E. 1 L-1 //01 3:: PM Z:\01 Projects\1 (Wekiva Parkway-Section 7A)\CADD\00001\lighting\KEYSLT0

2 TABULATIO OF QUATITIES PAY ITEM UIT UMBERS L- L- L- L- L-1 L- L- TOTAL THIS PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL CODUIT, FURISH & ISTALL, OPE TRECH LF CODUIT, FURISH & ISTALL, DIRECTIOAL BORE LF CODUIT, FURISH & ISTALL, ABOVEGROUD LF CODUIT, FURISH & ISTALL, BRIDGE MOUTED LF PULL & SPLICE BOX, F&I, " x " EA LIGHTIG CODUCTORS, F&I, ISULATED, OR < LF LIGHTIG CODUCTORS, F&I, ISULATED, - 6 LF LIGHTIG CODUCTORS, F&I, ISULATED, 1 TO 0 LF LIGHT POLE COMPLETE, F&I, WID SPEED 0, POLE HEIGHT CUSTOM EA LOAD CETER, F&I, SECODARY VOLTAGE EA LUMIAIRE, UDER DECK PEDAT, F&I, Project EA LUMIAIRE, F&I, UDER DECK, WALL MOUT EA POLE CABLE DISTRIBUTIO SYSTEM, COVETIOAL EA LIGHT POLE COMPLETE, SPECIAL DESIG, F&I, SIGLE ARM BRIDGE MOUT, ALUM., ' EA CHRIS J. WALSH, P.E. PE 766 TRAFFIC EGIEERIG DATA SOLUTIOS, IC. 0 SPRIG VISTA DRIVE DEBARY, FLORIDA (O) (F) ROAD COUTY FIACIAL PROJECT ID SEMIOLE TABULATIO OF QUATITIES L- //01 3:: PM Z:\01 Projects\1 (Wekiva Parkway-Section 7A)\CADD\00001\lighting\TABQLT0

3 TABULATIO OF QUATITIES PAY ITEM UIT UMBERS L-1 L- L-17 L-1 L- L-0 L-1 TOTAL THIS GRAD TOTAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL PLA FIAL CODUIT, FURISH & ISTALL, OPE TRECH LF CODUIT, FURISH & ISTALL, DIRECTIOAL BORE LF CODUIT, FURISH & ISTALL, ABOVEGROUD LF CODUIT, FURISH & ISTALL, BRIDGE MOUTED LF PULL & SPLICE BOX, F&I, " x " EA LIGHTIG CODUCTORS, F&I, ISULATED, OR < LF LIGHTIG CODUCTORS, F&I, ISULATED, - 6 LF LIGHTIG CODUCTORS, F&I, ISULATED, 1 TO 0 LF LIGHT POLE COMPLETE, F&I, WID SPEED 0, POLE HEIGHT CUSTOM EA LOAD CETER, F&I, SECODARY VOLTAGE EA LUMIAIRE, UDER DECK PEDAT, F&I, Project EA LUMIAIRE, F&I, UDER DECK, WALL MOUT EA POLE CABLE DISTRIBUTIO SYSTEM, COVETIOAL EA LIGHT POLE COMPLETE, SPECIAL DESIG, F&I, SIGLE ARM BRIDGE MOUT, ALUM., ' EA CHRIS J. WALSH, P.E. PE 766 TRAFFIC EGIEERIG DATA SOLUTIOS, IC. 0 SPRIG VISTA DRIVE DEBARY, FLORIDA (O) (F) ROAD COUTY FIACIAL PROJECT ID SEMIOLE TABULATIO OF QUATITIES L-3 //01 3:: PM Z:\01 Projects\1 (Wekiva Parkway-Section 7A)\CADD\00001\lighting\TABQLT0

4 GEERAL OTES 1. 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 ELECTRICAL EQUIPMET E) POLE FRAGIBILITY TEST C) POLE SHOP DRAWIGS F) BOLT SPECIFICATIOS AD BOLT 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 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.. 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. 1. COTRACTOR SHALL PREPARE ACCURATELY DIMESIOED "AS BUILT" PLAS OF FIAL POLE, COTROLLER, CABLE AD CODUIT PULL BOX 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.. ISPECT ALIGMET OF EACH IDIVIDUAL POLE AD FIXTURE AS FOLLOWS: POLE ALIGMET: WITHI OE HALF DEGREE O VERTICAL +/-, COFIRM VERTICAL ALIGMET, VIEWIG FROM ADJACET SERIES OF POLES, I BOTH DIRECTIOS.. 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. FIXTURE ALIGMET: WITHI OE DEGREE OF HORIZOTAL +/-, USIG CALIBRATED LEVEL ALOG BOTH AXES OF CUT-OFF FIXTURE FACE, WITH LES OLY. 17. SCREW TYPE ACHOR FOUDATIO IS OT TO BE USED O THIS PROJECT. 3. FLORIDA STATUTE 3.1 (00) AD 6 (00) REQUIRES THAT BEFORE EXCAVATIG, OTICE BE GIVE TO THE UTILITY OWER A MIIMUM OF TWO () DAYS AD A MAXIMUM OF FIVE () DAYS, EXCLUDIG SATURDAY, SUDAY AD LEGAL HOLIDAYS. OT ALL UTILITY COMPAIES ARE MEMBERS OF "SUSHIE" SEE ROADWAY PLAS FOR UTILITY OWERS'S PHOE UMBERS.. THE LOCATIO OF THE POLES, CODUCTORS, CODUITS, JUCTIO BOXES AD SERVICE POLES ARE DIAGRAMMATIC OLY AD MAY BE SHIFTED BY THE EGIEER TO ACCOMMO LOCAL CODITIOS AD EXISTIG UTILITY LOCATIOS. 1. LIGHTIG COTRACTOR SHALL COORDIATE WITH STRUCTURAL COTRACTOR TO ESURE PROPER MOUTIG BOLT CIRCLES ARE COSTRUCTED FOR THE PROPOSED POLE BASES AD TO COORDIATE LOCATIOS OF EMBEDDED CODUIT AD PULL BOXES WITHI THE WALLS AD BRIDGES.. ECESSARY CARE SHALL BE TAKE SUCH THAT EXISTIG POLES AD LUMIAIRES TO REMAI OR TO BE RELOCATED ARE OT DAMAGED DURIG COSTRUCTIO. DAMAGED POLES AD LUMIAIRES, AS DETERMIED BY THE RESIDET EGIEER, SHALL BE REPLACED BY THE COTRACTOR AT THE COTRACTOR'S EXPESE.. 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. 6. ALL ELECTRICAL WORK SHALL MEET ALL REQUIREMETS OF THE LATEST ADOPTED EDITIOS OF THE ATIOAL ELECTRICAL CODE (.E.C.), THE ATIOAL ELECTRICAL SAFETY CODE (.E.S.C.) AD THE D.O.T. STADARD SPECIFICATIOS FOR ROAD AD BRIDGE COSTRUCTIO. ALL COMPOETS SHALL BE PROPERLY GROUDED AD BODED PER.E.C. REQUIREMETS 0. PULL BOXES AD LOAD CETERS SHALL OT BE PLACED I DITCHES OR LOW LYIG AREAS I ORDER TO AVOID WATER ITRUSIO. 1. FURISH AD ISTALL A ALUMIUM IDETIFICATIO TAG O EACH ROADWAY LIGHT POLE. TAGS SHALL BE "x" 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. IDETIFICATIO TAG SHALL FACE THE ROADWAY. THE COTRACTOR SHALL COORDIATE WITH FDOT MAITEACE FOR PROPER UMBERIG OF THE LOAD CETER AD CIRCUIT BEFORE ORDERIG THE LIGHT POLE IDEDIFCATIO TAGS. COST OF TAGS SHALL BE ICLUDED I THE BID ITEMS FOR LIGHT POLE COMPLETE FOR PROPOSED POLES. TAG SHALL BE PLACED ' ABOVE GRADE. SEE DETAIL BELOW. 7. ISTALL SURGE PROTECTORS, PROPERLY GROUDED, I POWER (SECODARY) ETRACES.. 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.. THE COTRACTOR SHALL OTIFY FLORIDA POWER & LIGHT AT LEAST BUSIESS DAYS PRIOR TO AY ISTALLATIO THAT IS WITHI TE () FEET OF EERGIZED ELECTRICAL CODUCTORS. FLORIDA POWER & LIGHT, 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 PRIMARY HIGH VOLTAGE COMPOETS.. ALL CODUITS SHALL BE MADREL TESTED AD CLEAED. CODUIT PLACED FOR FUTURE USE SHALL HAVE 3#" 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. 3. ALL POLE SET BACKS SHOW O THE POLE DATA S ARE AS FOLLOWS: - ALL UDER DECK AD WALL MOUTED FIXTURES AD LOAD CETERS ARE FROM THE OF COSTRUCTIO FOR SR - ALL POLES ARE FROM THE EAREST FROTAGE ROAD/SIDE STREET BASELIE.. 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.. ALL CODUITS UDER ROADWAY AD/OR SIDEWALK SHALL BE ISTALLED PRIOR TO ISTALLATIO OF ROADWAY BASE AD SURFACE (OR COCRETE), EXCEPT WHERE OTHERWISE SPECIFIED I THE PLAS. UTILITY OWERS: AT & T Corp AT & T FLORIDA UMBERS: POLE IDETIFICATIO TAG DETAIL REFER TO GEERAL OTE 1 1. AT LOCATIOS WHERE UDERGROUD UTILITIES ARE WITHI FEET OF THE LIGHTIG POLE FOUDATIOS OR CODUIT RU, AS DETERMIED BY THE EGIEER, THE COTRACTOR WILL HAD DIG THE FIRST BRIGHT HOUSE ETWORKS, LLC FLORIDA GAS TRASMISSIO FLORIDA POWER & LIGHT (D) FASTE WITH RIVETS (O SCREWS) CIRCUIT UMBER FEET OF THE HOLE FOR THE POLE FOUDATIO AD CODUIT RU. VACUUM EXTRACTIO MAY BE USED AS A ALTERATIVE. FLORIDA PUBLIC UTILITIES SEMIOLE COUTY (W, PW,SS) B--300 LOAD CETER DESIGATIO POLE UMBER CHRIS J. WALSH, P.E. PE 766 TRAFFIC EGIEERIG DATA SOLUTIOS, IC. 0 SPRIG VISTA DRIVE DEBARY, FLORIDA (O) (F) ROAD COUTY FIACIAL PROJECT ID SEMIOLE GEERAL OTES L- //01 3::0 PM Z:\01 Projects\1 (Wekiva Parkway-Section 7A)\CADD\00001\lighting\GTLT0

5 POLE DATA COVETIOAL LIGHTIG DESIG CRITERIA POLE CIRCUIT STATIO DIST. OR ARM LUMIAIRE WATTAGE MOUTIG HEIGHT POLE SETBACK PAY ITEM 1 A ' ' A ' ' A ' ' A ' ' ** A ' ' Average Initial Intensity Uniformity Ratio Avg./Min. Max. / Min. Wind Speed Veiling Luminance 1. Foot Candles :1 or Less :1 or Less 0 MPH 0.3 or Less 6 A ' ' A ' ' A ' ' ** A ' ' A ' ' A ' ' A ' ' A ' ' A ' ' B ' ' B ' ' B ' ' B ' ' B ' ' B ' ' B ' ' B ' ' B ' ' B ' ' B ' ' B ' ' B ' ' B ' ' C ' ' C ' ' C ' ' C ' ' C ' ' C ' ' C ' ' C ' ' C ' ' C ' ' C ' ' C ' ' D ' ' D ' ' D ' ' D ' ' SYMBOLS LEGED Bridge mounted watt LED luminaire (Holophane model o. GBLF K_XXXX_L3 or equal). Designed for TYPE III cutoff Type short distribution. Bug rating = B1-U0-G. Integral regulator type ballast wired for 0 volt operation. Pole mounting height ft with 3 ft. arm. Use Holophane Test o. 0. Shoulder mounted watt LED luminaire (Holophane model o. GBLF K_XXXX_L3 or equal). Designed for TYPE III cutoff Type short distribution. Bug rating = B1-U0-G. Integral regulator type ballast wired for 0 volt operation. Pole mounting height ft with 3 ft. arm. Use Holophane Test o. 0. Pendant hung underdeck luminaire, watt LED luminaire (Holophane model o. PLED_L_K_AS_U_A_G_ or equal), equipped with glass refractor. Integral regulator ballast wired for 0 volt operation. 0% of luminaire to be below bridge beam. Pier cap mounted luminaire, 7 watt LED luminaire (Holophane model o. WG_LED_0C_00_0K_T3M or equal), equipped with glass refractor. Integral regulator ballast wired for 0 volt operation. Schedule 0 PVC conduit with THW- conductors inside (conduit and conductor size as shown on plan sheets). Run one (1) 6 AWG copper bond conductor (green insulation) inside conduit with other conductors. Schedule 0 PVC conduit directional bored under pavement with THW- conductors inside (conduit and conductor size as shown on plan sheets). Extend conduit beyond edge of pavement to pull boxes. Run one (1) 6 AWG copper bond conductor (green insulation) inside conduit with other conductors. Rigid galvanized steel conduit bridge mounted with THW- conductors inside (conduit and conductor size as shown on plan sheets). Run one (1) 6 AWG copper bond conductor (green insulation) inside conduit with other conductors. Pull box. Distribution point. D ' ' D ' ' D ' ' ** Pole installation requires an extended foundation. Embedment depth shall be as required, the top of the foundation shall match the elevation of the adjacent gravity wall. D ' ' CHRIS J. WALSH, P.E. PE 766 TRAFFIC EGIEERIG DATA SOLUTIOS, IC. 0 SPRIG VISTA DRIVE DEBARY, FLORIDA (O) (F) ROAD COUTY FIACIAL PROJECT ID SEMIOLE POLE DATA AD LEGED L- //01 3::0 PM Z:\01 Projects\1 (Wekiva Parkway-Section 7A)\CADD\00001\lighting\PLDTLT0

6 POLE DATA POLE CIRCUI T STATIO DIST. OR ARM LUMIAIRE WATTAGE MOUTI G HEIGHT POLE SETBACK PAY ITEM POLE CIRCUI T STATIO DIST. OR ARM LUMIAIRE WATTAGE MOUTI G HEIGHT POLE SETBACK PAY ITEM D ' ' UD-3 C ' 1' D ' ' UD- C ' 1' D ' ' UD- D ' ' D ' ' UD-6 D ' ' D ' ' UD-7 D ' ' D ' ' UD- D ' ' D ' ' UD- D ' ' D ' ' UD-30 D ' ' E ' ' UD-31 D ' ' E ' ' UD-3 D ' ' E ' ' UD-33 E ' 0' E ' ' UD-3 E ' 0' E ' ' UD-3 E ' 0' E ' ' UD-36 E ' 0' E ' ' UD-37 E ' 0' E ' ' UD-3 E ' 0' E ' ' UD-3 E ' 0' E ' ' UD-0 E ' 0' E ' ' UD-1 F ' 3' E ' ' UD- F ' 3' E ' ' UD-3 F-1 + 0' 3' E ' ' UD- F ' 7 ' E ' ' UD- F ' 3' E ' ' UD-6 F ' 7 ' UD-7 F ' 7 ' UD- F ' 7 ' UD-1 A ' ' UD- G ' 7 ' UD- A ' ' UD-0 G ' 7 ' UD-3 A ' ' UD-1 G ' 7 ' UD- A ' ' UD- G ' 7 ' UD- A ' ' UD-3 G ' 7 ' UD-6 A ' ' UD- G ' 7 ' UD-7 A ' ' UD- G ' 7 ' UD- A ' ' UD-6 G ' 7 ' UD- B ' 1' UD-7 G ' 7 ' UD- B ' 1' UD- G ' 7 ' UD- B ' 1' UD- G ' 7 ' UD-1 B ' 1' UD-60 G ' 7 ' UD- B ' 1' UD-61 G ' 7 ' UD- B ' 1' UD-6 G ' 7 ' UD-1 B ' 1' UD-63 G ' 7 ' UD- B ' 1' UD-6 G ' 7 ' UD-17 C ' 1' UD-1 C ' 1' UD- C ' 1' UD-0 C ' 1' UD-1 C ' 1' UD- C ' 1' CHRIS J. WALSH, P.E. PE 766 TRAFFIC EGIEERIG DATA SOLUTIOS, IC. 0 SPRIG VISTA DRIVE DEBARY, FLORIDA (O) (F) ROAD COUTY FIACIAL PROJECT ID SEMIOLE POLE DATA L-6 //01 3::1 PM Z:\01 Projects\1 (Wekiva Parkway-Section 7A)\CADD\00001\lighting\PLDTLT0

7 YAKEE LAKE RO AD W EKIVA PARK D RIVE L- L- L- L- L-1 L SR L L L L SR L-1 KRSWKA1 KRSWKB1 KRSWKB KRSWKA1 L- KREOPA S. ORAGE AVEUE O RAG E BO ULEVARD D RIVE G LAD E VIEW 1. RO AD L LAKE M ARKH AM L RO AD LO G W O O D M ARKH AM L O SPREY H AM M O CK TRAIL L CHRIS J. WALSH, P.E. PE 766 TRAFFIC EGIEERIG DATA SOLUTIOS, IC. 0 SPRIG VISTA DRIVE DEBARY, FLORIDA (O) (F) ROAD COUTY PROJECT LAYOUT FIACIAL PROJECT ID SEMIOLE L //01 3::7 PM Z:\01 Projects\1 (Wekiva Parkway-Section 7A)\CADD\00001\lighting\gnntlt0