STATE OF FLORIDA CONTRACT PLANS FINANCIAL PROJECT ID FINANCIAL PROJECT ID POLK COUNTY (16470)

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1 STATE O LORIDA CHILEY DARTMET O TRASORTATIO ESACOLA ORT WALTO BEACH TALLAHASSEE 10 LAKE 295 JACKSOVILLE AAMA CITY CITY ST AUGUSTIE GAIESVILLE COTRACT LAS OCALA DELAD 4 DAYTOA BEACH IDEX O SITE & O-ACCESSIBLE TOLL GATRY LAS REER TO GG-005 GOVERIG DESIG STADARDS ALICABLE DSRs: GOVERIG TOLLIG CRITERIA on the website: Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this lorida Department of Transportation, Y Design StandardseBook (DSeB) and applicable Design Standards Revisions (DSRs) at the following website General Tolling Requirements (GTR) dated July 2016, as amended by contract documents. or GTR Design Standards and Tolling Criteria follow the link GOVERIG STADARD SECIICATIOS: lorida Department of Transportation, January 2017 Standard IACIAL ROJECT ID IACIAL ROJECT ID OLK COUTY (16470) SUTRAX TEST ACILITY TOLL ACILITY LAS - SITE +O ACCESSIBLE TOLL GATRY LAS : KEY ROJECT LOCATIO EW ORT RICHEY TAMA ST ETERSBURG 275 SARASOTA - BRADETO ORLADO 4 LAKELAD BARTOW ALES BEE LIE EXRESSWAY TURIKE T MYERS 75 KEY WEST LORIDA'S SITE LAS EGIEER O RECORD: MOLLY A. devivero,.e..e WEST WARRE AVE., SUITE 200 LOGWOOD, L T COTRACT C-9L54 VEDOR BE CA 5898 BA & ID CA AAC TE ROJECT MAAGER: ATRICK M. MUECH,.E. GEC ROJECT MAAGER: JOSH EDERSE,.E. MELBOURE - COCOA T IERCE WEST ALM BEACH T LAUDERDALE MIAMI BETLEY ARCHITEC + EGIEERS, IC. THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. Specifications for Road and Bridge Construction at the COSTRUCTIO ISCAL following website: COTRACT YEAR E8Q39 17 GG :16:11 M L:\rojects\2015\ A TE Test Track\ \arch\Sheet iles\keysrd0dg

2 IDEX IDEX IC OT I COTRACT W O-OTABLE GG-004 SITE & O-ACCESSIBLE TOLL GATRY KEY GG-005 GG-006 IDEX, LEGED & OTES SUMMARY O AY ITEMS GG-007 SUMMARY O AY ITEMS GC-002 GEERAL SITE OTES GC-003 SITE DETAILS DUMSTER ECLOSURE (1 O 3) GC-004 SITE DETAILS DUMSTER ECLOSURE (2 O 3) GC-005 GC-006 GC-007 GC-008 SITE DETAILS DUMSTER ECLOSURE (3 O 3) AD LIGHT OLE OUDATIO TYICAL SITE DETAILS (1 O 3) TYICAL SITE DETAILS (2 O 3) TYICAL SITE DETAILS (3 O 3) GC-009 SITE SMOKIG SIGAGE LOCATIO LA GC-010 SITE DRAIAGE STRUCTURE TABLE (1 O 2) GC-011 SITE DRAIAGE STRUCTURE TABLE (2 O 2) GC-100 SITE MASTER LA GC-110 OERATIOS SITE LA GC-120 OERATIOS DIMESIO LA GC-121 GC-210 COORDIATE OIT LISTIGS OERATIOS GRADIG LA (1 O 2) GC-211 OERATIOS GRADIG LA (2 O 2) GC-212 GRADIG DETAILS GC-213 SITE DRAIAGE STRUCTURES GC-214 SITE DRAIAGE STRUCTURES GC-300 UTILITY LA SECIICATIOS (1 O 4) GC-301 UTILITY LA SECIICATIOS (2 O 4) GC-302 GC-303 UTILITY LA SECIICATIOS (3 O 4) UTILITY LA SECIICATIOS (4 O 4) GC-304 LIT STATIO OTES GC-305 LIT STATIO DETAILS GC-306 UTILITY DETAILS GC-310 OERATIOS SITE UTILITY LA GC-320 UTILITY LA AD ROILE GC-321 UTILITY LA AD ROILE GC-322 UTILITY LA AD ROILE GC-323 UTILITY LA AD ROILE GC-324 UTILITY LA AD ROILE GC-325 GC-330 UTILITY LA AD ROILE SUMMARY O VERIIED UTILITIES GE-110 SITE LA - TRICAL LEGED GE-111 SITE LA - TRICAL GE-112 SITE LA - HOTOMETRICS GE-113 UEL ISLAD LA - TRICAL GE-114 SITE LA - SITE CCTV RISER GE-115 SITE LA - SITE CCTV MATRIX GE-116 SITE LA - GATE RISER GCT-001 LOO ULL BOX DETAILS (1 O 2) GCT-002 LOO ULL BOX DETAILS (2 O 2) GCT-003 TYICAL TOLL SITE DETAILS GCT-100 TYICAL TOLL SITE GEOMETRY LA GCT-110 TOLL SITE #1 & #2 SITE LA GCT-111 TOLL SITE #3 & #4 SITE LA GCT-120 TOLL SITE #1 GRADIG LA GCT-121 TOLL SITE #2 GRADIG LA GCT-122 TOLL SITE #3 GRADIG LA GCT-123 TOLL SITE #4 GRADIG LA GX-003 GEERAL OTES (1 O 2) GX-004 GEERAL OTES (2 0 2) GX-100 OUDATIO LAYOUT GX-101 RORT O CORE BORIGS GX-102 RORT O CORE BORIGS GX-103 RORT O CORE BORIGS GX-104 RORT O CORE BORIGS GX-110 GX-200 GX-500 GX-501 LA ELEVATIO TYICAL SECTIO EQUIMET RAMIG SECTIO GX-510 URIGHT HADHOLE DETAILS GX-520 EQUI. RAMIG (1 O 4) GX-521 EQUI. RAMIG (2 O 4) GX-522 EQUI. RAMIG (3 O 4) GX-523 EQUI. RAMIG (4 O 4) GX-524 LASHIG BEACO MOUTIG GX-530 J-ARM DETAILS (1 O 2) GX-531 J-ARM DETAILS (2 O 2) GX-540 SADDLE DETAILS GX-550 U- BOLT DETAILS GX-590 WIRE WAY MOUTIG DETAILS GX-595 E6 MOUTIG DETAILS GX-600 STRUCTURE DATA TABLES GE-300 GATRY TRICAL SYMBOL, LEGED & ABBREVIATIOS GE-302 GATRY TRICAL GEERAL OTES GE-311 GATRY TRICAL LA (1 O 2) GE-312 GATRY TRICAL LA (2 O 2) GE-321 GATRY E6 & CABLE TRAY ISTALLATIO DETAILS (1 O 3) GE-322 GATRY E6 & CABLE TRAY ISTALLATIO DETAILS (2 O 3) GE-323 GATRY E6 & CABLE TRAY ISTALLATIO DETAILS (3 O 3) GE-324 GATRY - GATRY LIGHTIG ROTECTIO DETAILS GCE-101 TOLL EQUIMET BUILDIGS TRICAL SYMBOL LEGED & ABBREVIATIOS GCE-102 TOLL EQUIMET BUILDIGS GEERAL OTES GCE-111 TOLL EQUIMET BUILDIGS SITE LA - WEST GCE-112 TOLL EQUIMET BUILDIGS SITE LA - WEST GCE-113 TOLL EQUIMET BUILDIGS SITE LA - EAST GCE-114 TOLL EQUIMET BUILDIGS SITE LA - EAST GCE-115 TOLL EQUIMET BUILDIGS ELARGED SITE LA - TYICAL TOLLIG BUILDIGS GCE-116 TOLL EQUIMET BUILDIGS LIGHTIG ROTECTIO LA WEST - (EAST SIMILAR) GCE-117 TOLL EQUIMET BUILDIGS LIGHTIG ROTECTIO LA WEST - (EAST SIMILAR) GCE-118 TOLL EQUIMET BUILDIGS TOLLIG LOO CODUIT & ULL BOX DETAILS (1 O 2) GCE-119 TOLL EQUIMET BUILDIGS TOLLIG LOO CODUIT & ULL BOX DETAILS (2 O 2) GEERAL OTES: 1. SURVEY DATUM OR THIS ROJECT IS ORTH AMERICA VERTICAL DATUM REER TO ROADWAY LAS. THE SURVEY COTROL OIT DATA O THIS ROJECT IS ICLUDED I THE ROADWAY LAS. ALL AREAS DISTURBED SHALL BE STABILIZED. 3. REER TO ROADWAY LAS OR GRADIG OUIDE THE LIMI SHOW HEREI, OR THE OIT O COECTIO TO EXISTIG GRADE, AD LIMI O CLEARIG, GRUBBIG & COSTRUCTIO. 4. REER TO ROADWAY LAS OR ALL DRAIAGE STRUCTURES ULESS OTED OTHERWISE. 5. COORDIATE WITH DARTMET'S TOLL EQUIMET COTRACTOR OR ISTALLATIO O TOLL EQUIMET. 6. REER TO ROADWAY COMOET SET OR A LIST O UTILITY COTAC. 7. CURB RAM TYES ARE IDICATED I THE GRADIG LAS. ABBREVIATIOS & SYMBOLS REER TO DOT STADARD IDEX 001 & 002 OR ADDITIOAL # ARKIG COUT BY ROW/BETWEE LADSCAE ISLADS.. IISHED LOOR AB AUGER BORIG ASSY. ASSEMBLY ST STADARD EETRATIO TEST CBD COMMUICATIO DUCT BAK DCVA DOUBLE CHECK VALVE BACK LOW ASSEMBLY L IRE LIE G IISHED GRADE M ORCE MAI MDL ROADWAY MODEL TOS ABV GS H L G### ###.## XX CLETRD RD CO. S-### TOWW C EL. G. EL. EL. EL. TB EL. TO O SLAB TO O SIDEWALK OR SLAB ABOVE GUTTER SLOE HIGH OIT LOW OIT OERATIO COORDIATE OIT UMBER ELEVATIO OIT CETER LIE O ETRACE ROAD, ALIGMET ROO DRAI COECTIO SECIAL SIG AEL TO O WET WELL COTROL AEL TO O AVEMET ELEVATIO IISHED GRADE ELEVATIO TO O SIDEWALK R SLAB ELEVATIO EDGE O AVEMET ELEVATIO AT SIDEWALK OR SLAB TRASITIOS TO O ULL BOX ELEVATIO COTROL JOIT EXASIO JOIT SITE LIGHTIG IXTURE TH, TEST HOLE ARV, AIR RELEASE VALVE COCRETE SIDEWALK, CURB RAMS DO OT HAVE HATCHIG RECYCLED BRICK AVER, REER TO LADSCAE LAS COCRETE AD SYTHETIC BALES STAKED TURBIDITY BARRIER ILET ROTECTIO SYSTEM LIMI O COSTRUCTIO STAKED SILT ECE THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY IDEX, LEGED & OTES GG-005 2:53:04 M L:\rojects\2015\ A TE Test Track\ \arch\Sheet iles\gtrd01_gg-006.dgn

3 GEERAL OTES: GATE AD ACCESS COTROL GEERAL OTES: ALL COSTRUCTIO SHALL BE I COORMACE WITH THESE LAS, REERECED GEOTECHICAL RORT, REERECED LOCAL AD STATE STADARDS AD SECIICATIOS, THE SECIICATIOS COTAIED I THESE LAS AD THE ARCHITECTURAL AD STRUCTURAL SECIICATIOS UDER SARATE COVER AD SARATE ERMIT AD LA AROVAL. THE DULICATIO O OTES HEREI IS ITETIOAL AD IS OR USE BY VARIOUS DISCILIES. HOWEVER, OT ALL ALICABLE OTES MAY BE LISTED UDER AY OE AREA O WORK OR DISCILIE. IT IS THE COTRACTOR S RESOSIBILITY TO ESURE ALL SUB -COTRACTORS ARE ROVIDED WITH ALL THE ECESSARY LA SHEE AD IORMATIO ALICABLE TO THEIR AREA O WORK. SURVEY DATUM OR THIS ROJECT IS ORTH AMERICA VERTICAL DATUM REER TO ROADWAY LAS. THE SURVEY COTROL OIT DATA O THIS ROJECT 21. IS ICLUDED I THE ROADWAY LAS. COTIUOUS ACCESS SHALL BE MAITAIED TO THE SITE OR AUTHORIZED 2 ERSOEL, TESTIG, AD ISECTIO DURIG ALL COSTRUCTIO ACTIVITIES O THE ROOSED WORK. 23. ALL RIVATE AD UBLIC ROERTY DAMAGED BY COSTRUCTIO ACTIVITIES SHALL BE RESTORED TO A CODITIO EQUAL TO OR BETTER THA EXISTIG AT 24. THE COTRACTOR S EXESE. THE COTRACT DOCUME, SECIICATIOS, AD LAS CALL ATTETIO TO CERTAI REQUIRED EATURES O THE COSTRUCTIO BUT DO OT URORT TO 25. COVER ALL DETAILS O DESIG AD COSTRUCTIO. ESURE THAT THE WORKS ARE URISHED AD ISTALLED I ALL DETAILS AD READY OR OERATIO. ALL EQUIMET SHALL BE HADLED, STORED, ISTALLED, TESTED, AD OERATED I STRICT ACCORDACE WITH THE ALICABLE MAUACTURER S WRITTE ISTRUCTIOS. ALL WORK SHALL BE ACCOMLISHED TO THE HIGHEST QUALITY CRAMASHI STADARDS. AARET ERRORS, DISCRACIES OR OMISSIOS O THE DRAWIG SHALL BE BROUGHT TO THE EGIEER O RECORD S ATTETIO IMMEDIATELY. I DESIG SECIICATIO DISCRACIES ARE OUD BETWEE THESE LAS AD AY OTHER COTRACT DOCUMET, THE MOST STRIGET REQUIREMET SHALL GOVER. IRE HYDRA AD STABILIZED SURACES MUST BE I SERVICE RIOR TO ACCUMULATIO O COMBUSTIBLE O SITE. ALL ADA ACCESSIBLE ATHS, ROUTES OR RAMS SHALL BE COSTRUCTED I STRICT ACCORDACE WITH LORIDA BUILDIG CODE 5TH EDITIO (2014) ACCESSIBILITY. LOCATE AD VERIY (HORIZOTALLY AD VERTICALLY) ALL EXISTIG UTILITIES RIOR TO COSTRUCTIO. OTIY THE CORRESODIG UTILITY COMAIES TO MAKE THE ECESSARY ARRAGEME OR AY RELOCATIO, TEMORARY DISRUTIO O SERVICE, OR CLARIICATIO O ACTIVITY REGARDIG SAID UTILITY. MOREOVER, OTIY THE EGIEER O AY EXISTIG UTILITY THAT IMAC THE ROOSED WORK. EXERCISE CAUTIO WHE CROSSIG A UDERGROUD UTILITY, WHETHER SHOW O THESE LAS OR IELD LOCATED. AY DELAY OR ICOVEIECE O THE VARIOUS UTILITIES SHALL BE ICIDETAL TO THE COTRACT AD O EXTRA COMESATIO WILL BE ALLOWED. THE LOCATIO O ALL EXISTIG UTILITIES, STORM DRAIAGE SYSTEMS, AD TOOGRAHIC EATURES SHOW O THE LAS HAVE BEE DETERMIED ROM THE BEST AVAILABLE IORMATIO AD ARE ROVIDED OR THE COVEIECE O THE COTRACTOR. THE EGIEER ASSUMES O RESOSIBILITY OR THEIR IACCURACY. SHOULD A DISCRACY ARISE BETWEE THESE LAS AD ACTUAL IELD CODITIOS, WHICH COULD ARECIABLY AECT THE EXECUTIO O THESE LAS, OTIY THE EGIEER IMMEDIATELY CHATER O THE LORIDA STATUTES REQUIRES THAT A EXCAVATOR 1. OTIY ALL GAS UTILITIES A MIIMUM O TWO (2) WORKIG DAYS RIOR TO EXCAVATIG. THE MAITEACE ACCESS AVEMET DESIG OR THE GATRY TOLLIG SITE SHALL MATCH THE SHOULDER AVEMET SECTIO. REER TO ROADWAY LAS. REER TO ROADWAY LAS OR GRADIG OUIDE THE OERATIOS AD TOLL SITE AREA LIMI SHOW HEREI, OR THE OIT O COECTIO TO EXISTIG GRADE, AD LIMI O CLEARIG, GRUBBIG & COSTRUCTIO. REER TO ROADWAY LAS OR ALL DRAIAGE STRUCTURES AD STORM MAAGEMET EATURES OUIDE THE OERATIOS SITE AREA. REER TO GCT-120 AD GCT-123 OR TRASORMER AD AD BOLLARD LACEMET DETAILS. STATIOS AD OSE SHOW I THE TOLL SITES BASED O CLCOST. REER TO GC LAS OR COCRETE EQUIMET SLAB. REER TO GX SHEE OR GATRY COLUM ROTECTIO DETAILS. 3. COORDIATE WITH DARTMET'S TOLL EQUIMET COTRACTOR OR ISTALLATIO O TOLL EQUIMET. REER TO THE GTR OR ADDITIOAL IORMATIO AD ACCTACE CHECKLIST. THE IISHED LOOR ELEVATIOS O THE STORAGE BUILDIG, THE OERATIOS 4. BUILDIG AD THE TOLL EQUIMET BUILDIGS (EB) ARE ABOVE THE ROJECT'S 100 YEAR LOOD ELEVATIOS AS OLLOWS: BUILDIG BLDG.. OD/LOOD 100 YEAR ULTIMATE DESIG STAGE ELEV. ZOE AREA OR EMA LOOD ELEV. * OERATIOS OD STORAGE OD TOLL EB # WEST ZOE A TOLL EB # EAST ZOE A TOLL EB # TOLL EB # * REER TO DRAIAGE CALCULATIOS AD EXHIBI AS RARED BY BCC OR THE SUTRAX TEST ACILITY, ID CATILEVER SLIDE GATES, SWIG GATES AD ECE TO BE I ACCORDACE WITH DOT STADARD SECIICATIOS AD DESIG STADARDS. THE ECE COMOET OTIOS OTED I STADARD IDEX 802 AD AS STED OR THIS ROJECT ARE AS OLLOWS: A. B. C. D. E.. G. LIE OST (1): GALVAIZED STEEL IE (REER TO STD IDEX OR ADDITIOAL IORMATIO) CORER, ED AD ULL OS (1): GALVAIZED STEEL IE (REER TO STD IDEX OR ADDITIOAL IORMATIO) RAIL OTIO (1): GALVAIZED STEEL IE (REER TO STD IDEX OR ADDITIOAL IORMATIO) CHAI LIK ABRIC OTIO (3): TYE IV - OLYVIYL CHLORIDE (VC) COATED STEEL (REER TO STD IDEX OR ADDITIOAL IORMATIO) TESIO WIRE OTIO (1): STEEL WIRE 7 GAGE SICE GALVAIZED (REER TO STD IDEX OR ADDITIOAL IORMATIO) TIE WIRE AD HOG RIGS OTIO (1): STEEL WIRE 9 GAGE ZIC GALVAIZED (REER TO STD IDEX OR ADDITIOAL IORMATIO) ICLUDE BARBED WIRE ATTACHMET ER STADARD IDEX 802 AGE 3 O 3. REER TO GE SHEE OR ADDITIOAL IORMATIO. ISTALL A EW GATE ACCESS COTROL SYSTEM AS DESCRIBED I THE COSTRUCTIO DOCUME ICLUDIG ALL CODUI, CABLIG, COTROLS, SYSTEM DEVICES, TERMIATIOS AD AY AD ALL OTHER ITEMS REQUIRED TO MAKE THE SYSTEM ULLY UCTIOAL. COTRACTOR TO DETERMIE THE ROER IDUCTIVE TRAIC DETECTOR LOO UMBER O TURS ER LOO, SIZES, LOCATIOS AD COIGURATIOS. ISTALL IDUCTIVE TRAIC DETECTIO LOOS I ACCORDACE WITH THE GATE OERATOR MAUACTURER'S REQUIREME. THE LOO CODUCTORS SHALL BE EMBEDDED I 0.25 ICH WIDE BY 1.5 ICH DE SAW CU I THE AVEMET. THE LOO DETECTOR CABLES SHALL BE SHIELDED AD COTAI COER CODUCTORS. ALY 3M BRAD DETECTOR LOO SEALAT 5000 OVER THE ISTALLED LOO CODUCTORS TO ILL ALL AIR GAS AD SEAL THE AVEMET. ACCESS COTROL: REER TO DETAIL 1/GC-007 OR AD DETAIL AD LA GC-110 OR ACCESS COTROL KEY AD LOCATIOS KEY OTE J. ISTALL A CARD READER AD COMBIATIO KEY AD/ITERCOM STATIO O A METAL GOOSEECK WITH A WEATHER ROTECTIVE HOOD. THE GOOSEECK SHALL BE BOLTED TO A EW COCRETE AD. IDUSTRIAL SLIDE GATE OERATOR. ISTALL WIRIG, CODUIT, SLIDIG GATE, AD COCRETE AD AS SHOW I THE MAUACTURER'S ISTALLATIO MAUAL. ISTALL REMOVABLE BOLLARDS TO ROTECT THE EQUIMET ROM TRAIC. REER TO DETAIL 2/GC-007 AD LA GC-110, KEY OTE K-##. ISTALL US/ BATTERY CABIET, OST MOUTED, SUCH THAT THE BOTTOM O THE CABIET IS 12 ICHES ABOVE GRADE LEVEL. THE OS SHALL BE 4 ICH DIAMETER, SCHEDULE 40, HOT DIED GALVAIZED STEEL. THE BASE O THE OS SHALL BE SET I COCRETE. ISTALL METAL CAS TO CLOSE ALL OE IE EDS. AIT THE STEEL SUORT OS TO MATCH THE ECE OS. REER TO DETAIL 2/GC-007. RIOR TO WORK, SHO DRAWIGS, ICLUDIG CALCULATIOS, MAUACTURES' CATALOG CUT SHEE, RODUCT DATA, SCHEMATICS, WIRIG DIAGRAMS,, EQUIMET AD MATERIALS LIS AD SCHEDULES, COORDIATIO DRAWIGS AD SAMLES SHALL BE SUBMITTED O ALL EQUIMET, MATERIALS, AD DEVICES TO BE ROVIDED AS ECESSARY TO SATISY SECIIED REQUIREME. ROVIDE AD ISTALL GALVAIZED DRO ROD ASSEMBLIES WITH ALL SWIG GATES. DRO RODS ARE TO BE ISTALLED WITH RECEIVIG GALVAIZED CODUIT ISTALLED OR BOTH THE ULLY OE AD CLOSED OSITIOS. Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY GEERAL SITE OTES GC :16:30 M L:\rojects\2015\ A TE Test Track\ \arch\Sheet iles\gite01_gc-00dgn

4 levels:gscolorill GSBWILL GSOUTLIE GREE COLOR 1" SERIES C 5'-6" GRADE 43" 23" WHITE BACKGROUD 11"12" 2" RADII 3/8" BORDER 1'-6" 6" 4" 8" SIG 9" SIG 6" TY. 1 KEY ACCESS COCRETE AD DETAIL 3 36" GC " 14" 22" 14" LA GC-007 6" 4 GC ' MI. 36" METAL GOOSEECK SCALE:.T.S. CAOY COLUM ROTECTIO DETAIL 1'-0" SIG GREE SCORE >= 45 SEE GREEERCARS.ORG S-001 CAOY COLUM AD BOLLARD (REER TO STORAGE BUILDIG STRUCTURAL LAS OR DETAILS) TYE D CURB CAOY COLUM AD BOLLARD (REER TO STORAGE BUILDIG STRUCTURAL LAS OR DETAILS) 1" CARD READER AD COMBIATIO KEY AD/ITERCOM AEL 2" 2" 1" 2" 1" 2" 1" 2" 1" 2" 2" ¾" ¾"¾" REMOVABLE IE BOLLARD AD COCRETE BASE BASE LATE AD ACHORAGE ER MAUACTURER'S RECOMMEDATIOS 5'X2'X4" COCRETE SLAB (3, DAYS) (REER TO STD. SEC 347) 1" VC CODUIT ROM CATILEVER SLIDE GATE OERATOR 1" VC CODUIT ROM OERATIOS BUILDIG (REER TO SITE LA TRICAL) SCALE:.T.S. 1'-6" SIG 9" W HITE GREE SCALE:.T.S. 1" +/- ELEVATIO 1'-0" UEL EICIET VEHICLE & TRIC VEHICLE SIG AEL DETAILS 6" S-002 SIG 1"1" 1.5" 1.5" 1" 1.5"1" 1" 1" 1" 1" 1" ¾" ¾" ¾" ¾" ¾" ¾" 36" WIDE X 4" THICK COCRETE SLAB (3, DAYS) ALOG UAVED ATH O CATILEVER SLIDE GATE, COCRETE SLAB IS OT REQUIRED THROUGH ASHALT AVEMET (REER TO STD. SEC 347) TYE B ECE (REER TO SITE LAS) TYE D CURB BOLLARD OUDATIO (REER TO STORAGE BUILDIG BOTTOM TO 36" US/BATTERY CABIET GREE BACKGROUD WHITE LETTERS 1.5" SERIES C 2" RADII 3/8" BORDER WHITE BACKGROUD GREE COLOR 1" SERIES C UBLIC AREA SECURE SIDE 2 GC-007 STRUCTURAL LAS OR DETAILS) OTES: ' MI CURB (REER TO SITE LAS) 16" (MI.) 30" (MI) 1.5 X GATE OEIG (REER TO GC-110) LA REER TO STD. IDEX OR MATERIALS, COLUMS AD OOTIG DETAILS. SLI BASE AD CETERED O THE ARKIG STALL. I LA. 3' TY. GATE OERATOR COCRETE AD DETAIL SAW CUT EXIST. TRAIL AVEMET CETERLIE O OST TO BE LOCATED 1' BEHID BACK O SIDEWALK UTILIZIG SIG ASSY. ULESS OTED OTHERWISE EXIST. 16" W URISH AD ISTALL WITH SIGLE OST SCALE:.T.S. 1:4 TY 3' MI REER TO SITE LA 6 GC ' TY GATE OEIG GATE OERATOR TO BE LOCATED O SECURE SIDE O ECE 5 GC ' TY. 12" VARIES, REER TO SITE LA CURB TYE VARIES REER TO SITE LA (1) TYE B STABILIZATIO 4" SUORT OST REER TO STD. IDEX 803 CATILEVER SLIDE GATE REER TO STD. IDEX 803 CATILEVER SLIDE GATE OERATOR LOCATED O SECURE SIDE O ECE 4" THICK COCRETE AD (3, DAYS) REER TO MAUACTURER DOCUMETATIO OR ADDITIOAL REQUIREME 1" VC CODUIT ROM KEY ACCESS AEL (REER TO STD. SEC 347) GRADE 36" WIDE X 4" THICK COCRETE SLAB (3, DAYS) ALOG UAVED ATH O CATILEVER SLIDE GATE OERATIOS SITE AVEMET SECTIO 1.5' MI WIDTH SCALE:.T.S. MATCH EXISTIG TRAIL WIDTH LOGITUDIAL SCOE AD CROSS SLOE 16" MI O EXCAVATIO 1.5' MI 1.0' TY. TECO-AUBURDALE OE CUT DETAIL SCALE:.T.S. VARIES 0.02 (MAX.) ELEVATIO REER TO SITE LA OTES: (1) (2) SIDEWALK (STD. IDEX 310) OTIOAL BASE GROU 6 WITH AD ELEVATIO. THIS AVEMET AVEMET AREA S-15 TRAIC B (3") (G MA) SAW CUT EXIST. TRAIL AVEMET OTES: REER TO GRADIG LA OR CROSS SLOE SECTIO ALIES TO ALL OERATIOS SITE SHOW O GC-110 OUIDE THE LIMI O THE TRACK AD ACCESS ROAD. BASE AD BACKILL MATERIALS SHALL BE EITHER O THE SAME TYE AD COMOSITIO AS THE MATERIALS REMOVED OR O EQUAL OR GREATER STRUCTURAL ADEQUACY. MATERIALS COTAMIATED WITH DELETERIOUS SUBSTACES DURIG EXCAVATIO SHALL OT BE USED. RLACEMET BASE MATERIAL OVER EXCAVATIO SHALL BE 16" O OTIOAL BASE MATERIAL. BASE MATERIAL SHALL BE LACED I TWO OR THREE LI AD EACH LIT COMACTED TO 98% MODIIED ROCTOR, AASHTO T-180. TRAIL SURACE: SUERAVE ASHALT COCRETE 4" S 9.5. ASHALT COCRETE AVEMET JOI SHALL BE MECHAICALLY SAWED. SURACE TREATMET AVEMET JOI SHALL BE LAED AD EATHERED. SURACE MATERIAL WILL BE COSISTET WITH THE EXISTIG SURACE. THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY TYICAL SITE DETAILS (2 of 3) GC :16:31 M L:\rojects\2015\ A TE Test Track\ \arch\Sheet iles\sdtrd_gc-007.dgn

5 levels:gscolorill GSBWILL GSOUTLIE 10" 00' 1 GC GC ' ' TYE CURB LA VIEW 5 SECTIO VIEW VARIES SCALE:.T.S. 6 RO. ECE RO. ECE LUME DETAIL 8 SCALE:.T.S ' ' ROUD MAHOLE GRATE DETAIL 6" OTES 9 IDEX ' 4.00' 0.50' #4 TIE BARS AT MID OIT O SLAB AD MID OIT O 8" X 8" EERGY DISSIATIG 12" BLOCKS O-STRUCTURAL GEOTECTILE ABRIC 5) GRATE AROX. WT. 125 LBS. LUME DETAIL OTES: 2 GC-008 D-2 2) GRATE MATERIAL: ASTM-A48 CLASS 35B GRAY IRO. 3) ROUD GRATE LID OR MAHOLE S-522 AD S ) DESIG BASED O US RIG AD US 3200 GRATE ' 1) MH RIM SHALL BE I ACCORDACE WITH DOT STADARD MATCH AVEMET CROSS SLOE TO BACK O CURB LIE. SLOE AT OR 6.5' TO BEHID ECE LIE. MATCH SWALE SLOE. REER TO GRADIG LAS. SLOE AT.5%. GRADE BREAKS. 6" CURB, TY. 4" SLAB WITH W5XW5 MI WW I MIDDLE O SLAB. IBER REIORCED COCRETE. RUBBLE RIRA 1.00' TYICAL ECE LOCATIO DETAIL SCALE:.T.S. Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this 1:4 TY. REER TO LADSCAE LAS OR GROUD COVER X=L=LET ARROW GREE BACKGROUD WHITE COLOR 1 1/2" SERIES C 1 1/2" SACIG 3 GC GC-008 BETWEE LIES O TEXT 1'-6" 5 14" OTES: GC-008 SIG 9" 14" SITE LA. SMOKIG IS ROHIBITED WITHI 25 EET O BUILDIG ETRACE O SMOKIG SIG DETAIL SCALE:.T.S. DESIGATED SMOKIG AREA DESIGATED SMOKIG AREA SIG DETAIL 6" 1'-0" SIG S-005 S-003 REER TO SECIAL SIG GEERAL OTES THIS 10" S-004-X (L, R, A,) REER TO SECIAL SIG GEERAL OTES THIS 3" SCALE:.T.S. 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" CAROOL ARKIG SIG DETAIL SCALE:.T.S. REER TO SECIAL SIG GEERAL OTES THIS 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" X=A=AHEAD ARROW X=R=RIGHT ARROW 1. DIRECTIOAL ARROWS TO BE LACED O BOTH SIDES O SMOKIG SYMBOL AS EEDED. DIRECTIOAL ARROW WILL DED O SIG LOCATIO. REER TO SECIAL SIG GEERAL OTES: REER TO STD. IDEX OR MATERIALS, COLUMS AD OOTIG DETAILS. CETERLIE O OST TO BE LOCATED 1' BEHID BACK O SIDEWALK UTILIZIG SLI BASE. URISH AD ISTALL WITH SIGLE OST SIG ASSY. ULESS OTED OTHERWISE I LA OR DETAIL. THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 ROAD A STATE O LORIDA DARTMET O TRASORTATIO COUTY OLK IACIAL ROJECT ID SUTRAX TEST ACILITY TYICAL SITE DETAILS GC-008 (3 of 3) 12:16:36 M L:\rojects\2015\ A TE Test Track\ \arch\Sheet iles\sdtrd_gc_008.dg

6 QUATITY STR. S-500 S-501 S-502 S-503 S-504 S-510 S-511 S-512 S-520 S-521 S-522 S-530 S-531 S-532 S-540 S-541 S-CO RD-541A RD-541B S-550 S-551 S-CO RD-551A SIDE BARRELS RD-541C D CO., IE, WYE 5.76 A 1.50% SLOE, 30" COVER MI. S-CO CLEA OUT, IE (HDE), WYE S-552 RD-552A RD CO., IE (HDE), WYE % SLOE, 30" COVER MI. S-CO-551 CLEA OUT, IE (HDE), WYE % SLOE, 30" COVER MI. S-553 S-CO RD-553A RD-551B STATIO & OSET OR COORDIATE T , TOTALS - LT LT LT LUME LUME LUME LUME LUME LUME LUME LA QUATITY IAL QUATITY ROUD SHAE 8" 12" 18" 24" 30" LT MH, IE (RC) 24 TYE BOTTOM, <10' ,E ,S LT LT TYE COC. W/EERGY DISS. COC. W/EERGY DISS. COC. W/EERGY DISS. COC. W/EERGY DISS. COC. W/EERGY DISS. COC. W/EERGY DISS. COC. W/EERGY DISS. ILET/ STRUCTURE LT ILET, IE (RC) 111 TYE, <10' ,S % SLOE (STA. AD OSET BASED O CL O SIDE RD.) COORD. T. G422 COORD. T. G421 COORD. T. G420 COORD. T. G423 COORD. T. G300 COORD. T. G293 ILET, IE (RC) CURB ILET, IE (RC) ILET, IE (RC) ILET, IE (RC) ILET, IE (RC) ILET, IE (RC) MH, IE (RC) CLEA OUT, IE RD CO., IE D CO., IE, WYE ILET, IE (RC) MH, IE (RC) CLEA OUT, IE (HDE), WYE RD CO., IE (HDE) MH, IE (RC) MH, IE (RC) CLEA OUT, IE (HDE), WYE RD CO., IE (HDE) RD CO., IE (HDE), TEE 3 3 ROO DRAI (HDE) & STORM DRAI (RC) TO/ GRATE EL..02,W ,E ,S , TYE, <10', WITH ROUD GRATE.91,W ,S , ,S , A O THE GRADIG LAS. REMARKS REER TO DETAIL O GC-008. CETER LUME O LOW OIT SHOW REER TO DETAIL O GC-008. CETER LUME O LOW OIT SHOW O THE GRADIG LAS. REER TO DETAIL O GC-008. CETER LUME O LOW OIT SHOW O THE GRADIG LAS. REER TO DETAIL O GC-008. CETER LUME O LOW OIT SHOW O THE GRADIG LAS. REER TO DETAIL O GC-008. CETER LUME O LOW OIT SHOW O THE GRADIG LAS. REER TO DETAIL O GC-008. CETER LUME O LOW OIT SHOW O THE GRADIG LAS. REER TO DETAIL O GC-008. CETER LUME O LOW OIT SHOW O THE GRADIG LAS % SLOE, 30" COVER MI TYE D, DUAL SLO, TYE J BOTTOM (7' DIA.) <10' A % SLOE, 30" COVER MI A TYE 10 WITH BOTTOM, <10' TYE C WITH SIGLE SLOT, <10' L. EL. L. EL. L. EL TYE C, WITH J BOTTOM (5' DIA.) <10' ,S ,W ,E , TYE C, TYE J BOTTOM (6' DIA.) <10' 1661,W 1661 E % SLOE 127 TYE BOTTOM, <10' ,S ,E % SLOE 395 TYE, WITH J BOTTOM (5.83' DIA.) <10' TYE C, WITH J BOTTOM (6' DIA.), <10' TYE, <10' TYE, <10', WITH ROUD GRATE L. EL ,W ,S ,E A A RUBBLE RIRA CY % SLOE (ST. BASED O O CL O SIDE RD) 0.50% SLOE, (STA. AD OSET BASED O CL O SIDE RD.) 0.50% SLOE, (BASED O CL O SIDE RD.) 0.50% SLOE (STA. AD OSET BASED O CL O SIDE RD.) 0.5% SLOE (STA. AD OSET BASED O CL O SIDE RD.) 0.50% SLOE (STA. AD OSET BASED O CL O SIDE RD.) 1.50% SLOE, 30" COVER MI. 1.50% SLOE, 30" COVER MI. 0.81% SLOE 0.81% SLOE (STORM L. AT CROSSIG = ; SS IV = ) 0% SLOE, 30" COVER MI. 00% SLOE, 30" COVER MI. 0.60% SLOE, 30" COVER MI. 0.60% SLOE, 30" COVER MI. 0.60% SLOE, 30" COVER MI. 0.60% SLOE, 30" COVER MI. 0.90% SLOE, 30" COVER MI. Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this document are not considered signed and sealed, and the SHA-1 authentication code must be verified on any THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. STATE O LORIDA MOLLY A DEVIVERO,.E..E. : DARTMET O TRASORTATIO BETLEY ARCHITEC + EGIEERS, IC. ROAD COUTY IACIAL ROJECT ID LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 A OLK SUTRAX TEST ACILITY SITE DRAIAGE STRUCTURE TABLE (1 O 2) GC :16:49 M L:\rojects\2015\ A TE Test Track\ \arch\Sheet iles\drrsite_gc

7 QUATITY STR. SIDE RD-561A RD CO., IE (HDE) 11 BARRELS S-561 COORD. T. G411 MH, IE (HDE) 65 TYE, <10', WITH ROUD GRATE.00,S ,E ,W % SLOE S-562 RD-562A STATIO & OSET OR COORDIATE T. COORD. T. G410 TOTALS - MH, IE (HDE) RD CO., IE (HDE),45 ELL LA QUATITY IAL QUATITY 8" ROO DRAI (HDE) & STORM DRAI (RC) ILET STRUCTURE RUBBLE RIRA ROUD SHAE TO/ TYE L. L. L. GRATE EL. EL. EL. 12" 18" 24" 30" EL. CY TYE, <10', WITH ROUD GRATE.07 A REMARKS 0.60% SLOE MI., 30" COVER MI..00,E ,W % SLOE, (STORM L AT SS CROSSIG = ; SS IV =.41).16 A 0.60% SLOE MI., 30" COVER MI. Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY SITE DRAIAGE STRUCTURE TABLE (2 O 2) GC :16:49 M L:\rojects\2015\ A TE Test Track\ \arch\Sheet iles\drrsite_gc

8 ages in the original document contain information exempt from public inspection per Chapter , lorida Statutes. lease call the District directly for instructions on how to obtain this information.

9 G424 L G363 G364 G365 G360 G361 G362 G356 G356 G358 G359 G351 G357 G352 G382 G382 G343 G344 TC G354 G383 G353 G G384 G385 TC G388 G389 TC G341 G339 G386 G366 G340 G415 G387 G342 G338 G G416 G349 G337 G310 G347 G312 G381 G307 G348 G421 S-541 G336 G346 G350 G345 G306 G287 G309 SA G427 H G291 G G288 G289 G290 G G292 G294 G G305 G293 L G295 G G391 G286 G308 G392 G296 G311 G297 G315 G390 G302 G395 G303 G394 G304 G314 G322 G313 G317 G283 G393 G282 G G285 G335 G301 G316 G281 G284 G298 G318 G279 G G280 G321 G319 G300 L G330 G278 G328 G G320 G423 S-551 G299 G277 G367 G329 G327 G G273 G272 G274 G326 G324 G325 G269 G420 L S264 G276 G270 G271 G G399 G368 G268 G275 G323 G263 G409 G G267 G400 G262 G266 G261 S265 G411 L G260 G405 G G259 G G258 G257 G G408 G G331 G401 SA G407 G G332 G402 G404 G G410 L G334 G406 G G254 G403 G253 G398 G251 G G252 G250 G256 G333 G396 G249 G397 G414 G G248 G255 G380 G412 G G376 G375 G369 G372 G243 G413 G379 G371 G377 G228 G247 G378 G229 G236 G428 H G244 G245 G G246 G238 G374 G237 G373 G235 G230 G232 G231 G240 G242 G239 G227 G226 G225 G241 G234 G233 G224 G222 TOS G223 G221 SA G220 G219 G207 G208 G209 G212 G206 G218 G205 G204 G210 G211 G422 L G203 G202 G201 G217 H G213 G214 G200 G216 G215 SA SA SA W 102 KEY OTES A B C D E G H I J K-# L M O Q R S T U V W X Y Z AA AB AC STO SIG R1-1 (TOTAL O 4) 24" WHITE STO BAR (TOTAL O 4) TRAIC LOW ARROWS (OT AVEMET MARKIGS), TY. 18" WHITE STRIE OR ARALLEL ARKIG GORE AREAS TY. 6" WHITE ARKIG STALL STRIE, TY.(REER TO STD. IDEX 17346) ACCESSIBLE ARKIG STALL MARKIG (REER TO STD. IDEX 17346), 2 WITH RECAST COC. WHEEL STO EACH SACE 12" WHITE CROSSWALK STRIIG (REER TO STD. IDEX 17346) COCTUAL VEHICLE STORAGE LAYOUT. SEE LA OTE TYE B ECE, BLACK VIYL COATED, TY. (REER TO STD. IDEX 802) GATE KEY ACCESS AD (REER TO DETAIL 1 O GC-007) MOTORIZED CATILEVER SLIDE GATE (2-30' GATE OEIGS, 1-24' GATE OEIG. REER TO STD. IDEX 803 & DETAIL 2 O GC-007) SIG T & T (TOTAL O 2-SIGLE OST SIG ASSEMBLIES WITH BOTH SIG AELS. REER TO STD. IDEX 17346) UEL EICIET (S-001) & TRICAL VEHICLE (S-002) SIG AELS AD SIGLE OST SIG ASSEMBLIES (TOTAL O 2 UEL EICIET VEHICLE, GV, AD 1 TRICAL VEHICLE, EV, SIGS. REER TO STD. IDEX AD 17302, AD DETAIL 4 O GC-007) CAOY COLUM ROTECTIO (REER TO DETAIL 3 O GC-007) 5' X 10' X 4" COC. AD AD OUDATIO OR 2 LAG OLES (REER TO DETAIL 2 O GC-006) SIDEWALK, TYE D CURB AD CURB RAMS (REER TO STD. IDEX 300, 303, 304, 305 & 310 UTURE BUILDIG EXASIO AREA COCRETE SIDEWALK (REER TO DIMESIO LA AD STD. IDEX 310 OR ADDITIOAL IORMATIO) SWIG GATE (2-22' GATE OEIGS) CHARGIG STATIO COCRETE AD (REER TO DETAIL 5 O GC-006) MOUMET SIG 3' SWIG GATE (COUT O 2 OR 6' WIDE OEIG) COVERED SMOKIG AREA. REER TO LADSCAE LAS OR ADDITIOAL IORMATIO DUMSTER ECLOSURE (REER TO GC-003 THROUGH GC-005 AD DETAIL 3 O GC-006 OR DETAILS) CAROOL SIG AEL (S-005) AD SIGLE OST SIG ASSEMBLIES (TOTAL O 2 SIGS. REER TO STD IDEX AD ABD DETAIL 5 O GC-008) (OT USED) OBSTRUCTIO LOOS, SECURE SIDE OBSTRUCTIO LOOS, USECURED SIDE ROOSED RECYCLE AVER K-24' AB AA J REMOVED A B C 702 TYE D CURB EXISTIG ECE TO BE REER TO ROADWAY LAS TYE CURB AD GUTTER 703 D 704 E T 4 M G G355 TYE C&G STORAGE BUILDIG OERATIOS BUILDIG EL= EL= EV GV GV TYE D CURB 705 K-30' EXISTIG UTILITIES TO BE RELOCATED Y AA 9,047 S 11,784 S 5 AC AC AC 6 AB W R G370 Q A J L AC M 0 B Y U R V X TYE D CURB LA OTES: ARKIG CALCULATIOS: EMLOYEE & UBLIC ARKIG ROVIDED = 30 SACES (ICLUDES 2 ACCESSIBLE SACES, 3 GREE VEHICLE SACES WITH 2 GREE VEHICLE SACES HAVIG ACCESS TO CHARGIG STATIOS). 3 ASSEGER LOADIG OR BUS STAGIG AREAS ROVIDED ARKIG ROVIDED = 1 SACE ER 700 SQUARE EET O BUILDIG AREA: 20,765 S.. * 1 SACE /700 S.. = 29.7 SACES, 30 SACES. STADARD ARKIG STALL AREA ROVIDED: 10' W * (18.5' STALL LEGTH + 24' ACCESS LEGTH) = 425 S. REER TO GG-006 AD STD IDEX. 001 & 002 OR ABBREVIATIOS AD SYMBOLS VEHICLE STORAGE AREA WILL OT RECEIVE AVEMET MARKIGS. REER TO DIMESIO LA OR WIDTH O SIDEWALKS, DRIVES, ETC. REER TO GRADIG LAS OR LOCATIO AD TYE O CURB RAMS REER TO GC-009 OR SITE SMOKIG SIGAGE LOCATIO LA. TYE C&G G B A B A J 105 LIT STATIO TYE D CURB K-30' OR COTIUATIO O SIDEWALK REER TOROADWAYLAS AB AA (REER TO DETAIL 4 O GC-006) 104 REUELIG STATIO SLAB TYE C&G 103 SECURE ARKIG AREA TYE D CURB H TYE C&G Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this document are not considered signed and sealed, and the S I eet THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY OERATIOS SITE LA GC :17:03 M L:\rojects\2015\ A TE Test Track\ \arch\Sheet iles\lasite07_gc-110.dgn

10 W G G G G212 G213 G % GS 0.78% GS G G G244 G G G G G H G209 G217 G G G G208 G G G G G G G225 G206 TOS G G G G202 G200 G G205 SA G SA 9 G G413 L G G G G G G G G376 H.350 G W SA S-159 W BACK O SW EL /- (1) BACK O SW EL /- (1) REER TO ROADWAY LAS L EL = BACK O SW EL /- (1) BACK O SW EL /- (1) G G G % G % % S % G213 EL % J G G % G % GS 1.01% G % 1.94% G % GS 1.05% 1.47% GS G S-521 G G G G214 EL G215 EL G G CR-E 28% G212 EL G209 EL G G G G227 7' SW G G208 G TOS G TOS G217 EL H G207 G210 G211 G231 REER TO GC-211 OR COTIUATIO G G G G % G G G G G206 EL G203 EL G202 EL G201 EL G S-501 G216 G200 EL EL..90 G % 1.20% 0.49% GS 1.05% 1.09% G G % G SA % GS 169 S-502 G % 0.69% S-540 S % G G205 G G G S-503 G204 G G G G G EL EL G G S-138 REER TO ROADWAY LAS L = LA OTES: eet 1. REER TO ROADWAY LAS OR WORK OUIDE THE LIMI O THAT SHOW HERE O THIS. REER TO GG-005 OR ABBREVIATIOS AD LEGED. 3. TO O SIDEWALK ELEVATIOS ARE BASED O A QUARTER (1/4) O A ICH THRESHOLD. THRESHOLD ELEVATIOS AD THRESHOLD DEDET ELEVATIOS (AVEMET ELEVATIOS, TO O SIDEWALK OR TO O CURB) ARE COSTAT THE WIDTH O THE OEIG. REER TO BUILDIG LAS. 4. TYICAL IISHED GRADE AROUD BUILDIG AD I ERVIOUS AREAS IS SIX (6) ICHES BELOW IISHED LOOR. 5. IISHED GRADE ELEVATIOS I ERVIOUS AREAS ARE IISH SOD ELEVATIOS. COORDIATE WITH LADSCAE LAS TO REDUCE IISH GRADE ELEVATIOS TO ACCOUT OR SOD THICKESS. 6. TO O CURB ELEVATIOS ROVIDED I THE LA SET ARE BASED O CURB DIMESIOS ER STADARD IDEX. 7. URISH AD ISTALL RI RA AT ALL DISCHARGE OI ITO THE SWALES ORTH AD SOUTH O THE OERATIOS BUILDIG. REER TO DETAIL 1/GC-008 & 5/GC REER TO ROADWAY LAS OR MIIMUM ERIMETER EROSIO COTROL MEASURES. Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY OERATIOS GRADIG LA (1 O 2) GC-210 $USER$ $$ $TIME$ $ILE$

11 G G235 G G238 G240 G245 G G249 G G G G G253 G251 G G G259 G G G G G G273 G G G277 G G280 G G275 G G287 G288 G289 G G286 G G G G G G G L G300 L G311 G G G G G324 G328 G G344 G G331 G TC G G G358 G351 G350 G359 G G G G G G G366 G353 G G G G G382 G369 G G G G370 G385 G388 G384 G389 TC TC G G G G391 G392 G G G G G398 G G G G408 G G G G G G G G G G G G410 L G414 G413 G G G G230 G G231 G G244 G G % G G G G282 G S G261 S265 G424 L H L L 11 G L H 12 9 G427 H 4 S-156 REER TO ROADWAY LAS ID L EL = G eet G L SEE OTE G S-522 G % G G G G G G % S % S-511 G % G G G S % S-530 1% % 1% 0.5% 0.5% % G G % 1.5% G G G268 G G G G256 G G CR-E G S-CO G285 G G G G273 G G % G274 / / G267 7' SW G348 G G346 G % 4.30% G G257 G G262 G G G ' SW G G % G G G % G G271 G G G G G SEE DETAIL A G G G291 G SEE DETAIL B G G G G G G G G G G G G G G278 G OERATIOS S-531 G G417 G381 G L RD-553A G354 G G S-553 BUILDIG G G L EL= G G G G G295 G G294 G296 G G G406 G404 G407 G G G G G SEE DETAIL D G G G324 E G SEE DETAIL G410 RD-551B S TG STORAGE BUILDIG G423 G % 1.05% EL= G409 G TG G G H S-532 G390 G327 G G G G G G G S-551 G % G G % G GG307 G G G G G G339 1% REER TO GC-210 OR COTIUATIO G G G TC SEE DETAIL C G G S-552 G G G G S-551 G G G338 G G G % G G G SA G G G G G309 G G G G G G G S-561 G TG % G L G G G G G G G MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: % G G SA G G G334 G G S-541 S G S-541 G S-550 G ROAD A G G TG G G G L 171 REER TO DETAIL 3/GC-006 COUTY 107 STATE O LORIDA DARTMET O TRASORTATIO OLK 172 IACIAL ROJECT ID OTES: 1. REER TO GC-210 OR GRADIG OTES. REER TO GC-212 OR GRADIG DETAILS. 3. S-157 REER TO ROADWAY LAS, ID L EL = S-45 REER TO ROADWAY LAS ID GRATE EL =.00 L EL= Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this SUTRAX TEST ACILITY OERATIOS GRADIG LA (2 O 2) GC-211 THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. $USER$ $$ $TIME$ $ILE$

12 ages in the original document contain information exempt from public inspection per Chapter , lorida Statutes. lease call the District directly for instructions on how to obtain this information.

13 OTES: 1. REERECE TO ROADWAY LAS ARE TO THE ROADWAY COMOET SET OR ID REER TO COORDIATE OIT LIST OR STRUCTURE LOCATIO REER TO SITE LAS S " RC STA (41.70' LT.) IDEX 'S 200, 201, AD 215 L TO S-159 TYE 10 CURB ILET W/ BOTTOM ELEV..90 () S-521 STA , (41.19' LT.) DBI TYE C (SIGLE SLO) IDEX 'S 200, 201 AD 232 ELEV (GRATE) L STRUCTURE 18" RC REER TO ROADWAY LAS S-522 STA (41.19' LT.) MH W/ TYE BOTTOM IDEX 'S 200 AD 201 ELEV (RIM) L " RC STRUCTURE REER TO ROADWAY LAS TO S-157 S-532 DBI TYE REER TO ROADWAY LAS IDEX 'S 200, 201, AD 233 ELEV (GRATE) L " = 40' Horizontal 1" = 10' Vertical S-531 STA (113.65) STA (58.08) STRUCTURE 30" RC IDEX 'S 200, 201, AD 233 ELEV (GRATE) L " RC S-530 STA (67.70) IDEX 'S 200, 201, AD 232 ELEV (GRATE) L " RC TO S TO S-138 REER TO ROADWAY LAS 8" W 4" M 30" RC 40 S-500 STA (266.92' LT.) IDEX 'S 200, 201, AD 232 ELEV (GRATE) L , E, W DBI TYE, TYE J BOTTOM (5.83' DIA.) DBI TYE D (DUAL SLO), TYE J BOTTOM (7' DIA.) STRUCTURE 30" RC DBI TYE C, TYE J BOTTOM (5' DIA.) Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this S-540 REER TO ROADWAY LAS G422 (SEE OTE 2) IDEX 'S 200, 201, AD 232 ELEV (GRATE) 24" RC ROM S-550 DBI TYE C, TYE J BOTTOM 6' DIA.) L 1661, E, W THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY SITE DRAIAGE STRUCTURES GC :17:38 M L:\rojects\2015\ A TE Test Track\ \arch\Sheet iles\drxsrd01_gc

14 OTES: 1. REER TO COORDIATE OIT LIST OR STRUCTURE LOCATIO 8" HDE TO RD-561A DETAILS 40 12" HDE TO S-CO REER TO GRADIG LA & GRADIG S-541 G421 (SEE OTE 1) MH, TYE BOTTOM 18" RC IDEX 'S 200 AD 201 ELEV (RIM) L , E (18") L , S (12") TO S-550 STRUCTURE " RC TO S-540 S-550 S-541 Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this G420 (SEE OTE 1) TO S " RC ELEV (GRATE) L , S, E, W STRUCTURE 12" HDE TO RD-551B ROM DBI TYE C, TYE J BOTTOM (6' DIA.) IDEX 'S 200, 201 AD " HDE 8" SA. SEWER IV. = " RC S-551 G423 (SEE OTE 1) MH, TYE BOTTOM IDEX 'S 200 AD 201 ELEV (RIM) L , (18") L , S (18") L , E (18") L.02, W (12") S-561 G411 (SEE OTE 1) MH, TYE BOTTOM IDEX 'S 200 AD 201 ELEV (ROUD GRATE) L , E, W (12") L.00 S (8") 12" HDE S " RC 18" RC 12" HDE ROM 12" HDE ROM S-CO STRUCTURE " HDE ROM S-552 S-CO-551 8" HDE S-562 G300 (SEE OTE 1) MH, TYE BOTTOM IDEX 'S 200 AD 201 ELEV (ROUD GRATE) L ,, S (18") L.91 W (12") ROM G410 (SEE OTE 1) MH, TYE BOTTOM IDEX 'S 200 AD 201 ELEV (ROUD GRATE) L , W (12") L.00 E (8") RD-562A 12" HDE ROM S-CO S-553 G293 (SEE OTE 1) MH, TYE BOTTOM IDEX 'S 200 AD 201 ELEV (ROUD GRATE) L , L S " = 40' Horizontal 1" = 10' Vertical THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY SITE DRAIAGE STRUCTURES GC :17:38 M L:\rojects\2015\ A 12:17:38 M TE Test L:\rojects\2015\ A Track\ \arch\Sheet TE iles\drxsrd02_gc-214.dgn Test Track\ \arch\Sheet iles\drxsrd02_gc

15 ages in the original document contain information exempt from public inspection per Chapter , lorida Statutes. lease call the District directly for instructions on how to obtain this information.

16 UTE099 UTE099 SA EXIST. 18" DI M EXIST. 3" VC WM , LT 3" GATE VLAVE (W) EXIST. 3 ICH VC WM TO REMAI ROM OIT O COECTIO WESTWARD , LT 2" AUTOMATIC BLOW O VALVE (W) , LT GATE VALVE (W) SEE DETAILS A, THIS , LT 12" GATE VALVE (W) , LT 8" GATE VALVE (W) " AUTOMATIC CA AD LUG BLOW O RO W WITH AUTOMATIC BLOW O VALVE 9+00 VALVE (W) 2" AUTOMATIC BLOW O VALVE (W) 8" GV W (W) 8" GV W (W) O VALVE , LT VERTICAL , LT CA AD LUG RO WM WITH AUTOMATIC BLOW 8", 45 ELL (W) 8", 45 ELL (W) VERTICAL EXIST. GAS MAI REER TO GC-323 EXIST. 3 ICH VC WM TO BE REMOVED ROM RO. OIT O COECTIO EASTWARD " RC (-125A) , LT 12" TEE (W) , LT 12" GV (W) UTILITY BL E-W STA = CLETRD BL STA H ASSEMBLY BEYOD REER TO 21.45" CLEARACE GC-323 AIR RELEASE MECHAICALLY RESTRAI ALL ITTIG 12" W MAI VALVE ETRACE ROAD 3' MI. COVER, TY ' RO. UTILITY EASEMET ROOSED 8" VC W MAI UTILITY E-W W SAMLE OIT #4 TAIG GATE VALVE " GV 3" VC WM SADDLE AD SLEEVE TEMORARY JUMER COECTIO 3" TEE Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this 12" VC W MAI BEYOD 5.00' 10.00' RO. CA AD LUG RO. 12" WM OTES: 8" VC W MAI, 5' HORIZOTAL SARATIO ROM W SHOW W EX. 3" WM TO BE REMOVED EASTWARD UO RECEIT O D CLEARACE TO LACE EW LIE AD COECTIO ITO SERVICE. DETAIL A SCALE 1:10 RO. 12" VC MAI REER TO ROADWAY LAS OR DRAIAGE ELEME. VERTICAL DESIG IE DTIO RADIUS = 350' (W) SCALE: eet IELD IE DTIO TO BE I ACCORDACE WITH IE MAUACTURER'S RECOMMEDATIOS. 8" W (REUSE) MAI AD 12" W MAI TO BE ISTALLED WITH 36 ICHES O MIIMUM COVER AD WITH HORIZOTAL AD VERTICAL SARATIO AS ROTECT AD ADJUST EXISTIG 3" VC W LIE WHICH ROVIDES SERVICE TO THE EXISTIG OLK ARKWAY TOLL LAZA AS EEDED TO COSTRUCT EW ACILITIES AD UTILITIES WHILE MAITAIIG SERVICE TO EXISTIG TOLL LAZA. UO COECTIO O EXIST. 3" W MAI TO RO. 12" W MAI AD RECEIT O CLEARACE TO LACE THE EW W MAI ITO SERVICE, REMOVE EXISTIG 3" W MAI ROM OIT O COECTIO WESTWARD. REER TO ROADWAY LAS OR EROSIO COTROL MEASURES. ESURE ALL ERIMETER EROSIO COTROL MEASURES ARE ISTALLED RIOR TO UTILITY COSTRUCTIO. 1" = 40' 1" = 10' VERT MATCHLIE STA MATCHLIE STA THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY UTILITY LA & ROILE GC-320 $USER$ $$ $TIME$ $ILE$

17 EXIST. 3" VC WM 4' B.W.. EXIST. GAS MAI MATCHLIE STA MATCHLIE STA ' MI. COVER, TY. EXIST. 3 ICH VC WM TO BE REMOVED ' RO. UTILITY EASEMET , LT 8" GV (W) , LT 12"X12"X8" TEE (W) , LT H (W) ' 5.00' ROOSED 8" VC W MAI RO. 12" VC MAI UTILITY E-W Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this EXIST. GRADE 25' COMMUICATIOS EASEMET 8" VC W MAI, 5' HORIZOTAL SARATIO ROM W 12" VC W MAI BEYOD EXIST. 18"DI M LIMI O WETLAD 50' GAS EASEMET 15' TRICAL EASEMET H ASSEMBLY OTES: SHOW DESIG IE DTIO RADIUS = 300' REER TO ROADWAY LAS OR DRAIAGE ELEME. IELD IE DTIO TO BE I ACCORDACE WITH IE MAUACTURER'S RECOMMEDATIOS. 8" W (REUSE) MAI AD 12" W MAI TO BE ISTALLED WITH 36 ICHES O MIIMUM COVER AD WITH HORIZOTAL AD VERTICAL SARATIO AS ROTECT AD ADJUST EXISTIG 3" VC W LIE WHICH ROVIDES SERVICE TO THE EXISTIG OLK ARKWAY TOLL LAZA AS EEDED TO COSTRUCT EW ACILITIES AD UTILITIES WHILE MAITAIIG SERVICE TO EXISTIG TOLL LAZA. UO COECTIO O EXIST. 3" W MAI TO RO. 12" W MAI AD RECEIT O CLEARACE TO LACE THE EW W MAI ITO SERVICE, REMOVE EXISTIG 3" W MAI ROM OIT O COECTIO WESTWARD. REER TO ROADWAY LAS OR EROSIO COTROL MEASURES. ESURE ALL ERIMETER EROSIO COTROL MEASURES ARE ISTALLED RIOR TO UTILITY COSTRUCTIO. SCALE: 0 1" = 40' 1" = 10' VERT eet MATCHLIE STA MATCHLIE STA THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY UTILITY LA & ROILE GC-321 $USER$ $$ $TIME$ $ILE$

18 EXIST. 3"VC WM MATCHLIE STA MATCHLIE STA EXIST. GAS MAI , LT 25 ELL (W) 20.00' RO. UTILITY EASEMET 3' MI. COVER, TY , LT 25 ELL (W) EXIST. 3 ICH VC WM TO BE REMOVED RO. 8" VC W MAI LIMI O WETLAD EXIST. 18"DI M RO. 12" VC W MAI UTILITY E-W EXIST. GRADE , LT 25 ELL (W) , LT 25 ELL (W) W CROSSIG Vvh TH TH1 RO. W & EXIST " VC W MAI, 5' HORIZOTAL SARATIO ROM W 12" VC W MAI BEYOD RESTRAI IE JOI W & W MAIS 4.99, LT 50' GAS EASEMET , 8" 45 ELL (W) VERTICAL TECO AUBURDALE TRAIL TECO AUBURDALE TRAIL AROXIMATE RIGHT O WAY 15' TRICAL EASEMET 12" VC W MAI , LT 8" 45 ELL (W) VERTICAL EXIST. 12"VCWM TH16 TH15 WET TA EXIST. 12" W MAI MECHAICALLY RESTRIA ALL ITTI 8" W MAI W TH18 WET TA EXIST. 16" W MAI 8" VC W MAI 18" VC MASTER M 16" DI REUSE LIE 126' , LT 12" WET TA O EXIST. 12" VC W MAI & VALVE Vvh TH016 EXIST. 12"VC WM , LT 8" WET TA O EXIST. 16" DI W MAI & VALVE Vvh TH018 TECO AUBURDALE TRAIL , LT 8" 45 ELL (W) VERTICAL 5.49, LT VERTICAL EXIST. 10".M , 8" 45 ELL (W) OTES: REER TO ROADWAY LAS OR DRAIAGE ELEME. IELD IE DTIO TO BE I ACCORDACE WITH IE MAUACTURER'S RECOMMEDATIOS. 8" W (REUSE) MAI AD 12" W MAI TO BE ISTALLED WITH 36 ICHES O MIIMUM COVER AD WITH HORIZOTAL AD VERTICAL SARATIO AS SHOW. ROTECT AD ADJUST EXISTIG 3" VC W LIE WHICH ROVIDES SERVICE TO THE EXISTIG OLK ARKWAY TOLL LAZA AS EEDED TO COSTRUCT EW ACILITIES AD UTILITIES WHILE MAITAIIG SERVICE TO EXISTIG TOLL LAZA. UO COECTIO O EXIST. 3" W MAI TO RO. 12" W MAI AD RECEIT O CLEARACE TO LACE THE EW W MAI ITO SERVICE, REMOVE EXISTIG 3" W MAI ROM OIT O COECTIO WESTWARD. REER TO GC-330 OR SUMMARY O VERIIED UTILITIES. ROVIDE EDESTRIA AD BICYCLIST MAITEACE O TRAIC I ACCORDACE WITH STADARD IDEX 600 AD 660 BY ROVIDIG TEMORARY SIGAGE AD TRAIC DIVERSIOS AS EEDED TO TIE TO AD ERORM MAI COSTRUCTIO ACTIVITIES. EXCAVATIOS WITHI TRAIL RIGHT O WAY ARE TO BE SECURED ROM EDESTRIA AD BICYCLIST TRAIC AT ALL TIMES. EXCAVATIOS SHALL BE BACKILLED AT THE ED O EACH WORK DAY AD WHE COSTRUCTIO ERSOEL LEAVE THE SITE. AT O TIME SHALL TRECHES OR EXCAVATIOS REMAI OE WHE OT UDER THE OBSERVATIO AD COTROL O THE COTRACTOR. REER TO ROADWAY LAS OR EROSIO COTROL MEASURES. ESURE ALL ERIMETER EROSIO COTROL MEASURES ARE ISTALLED RIOR TO UTILITY COSTRUCTIO. Molly A. devivero (.E. o ) on ovember 28, 2016 using a SHA-1 authentication code. rinted copies of this 1. SCALE: 1" = 10' VERT. 0 1" = 40' eet THE OICAL RECORD O THIS IS THE TROIC ILE DIGITALLY SIGED AD SEALED UDER RULE 61G ,.A.C. MOLLY A DEVIVERO,.E..E. : BETLEY ARCHITEC + EGIEERS, IC. LOGWOOD, L CERTIICATE O AUTHORIZATIO: 5898 STATE O LORIDA DARTMET O TRASORTATIO ROAD COUTY IACIAL ROJECT ID A OLK SUTRAX TEST ACILITY UTILITY LA & ROILE GC-322 $USER$ $$ $TIME$ $ILE$