CONSTRUCTION PLANS FOR

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1 FLORID I GLLOWY DR E-W ORLNDO INTERNTIONL IRPORT SOURCE OF BENCHMRK DTUM BENCHMRKS S : RECOERED 3" LUMINUM DISC ON CONCRETE CURB INLET; EST SIDE OF FORSYTH ROD, 165 FEET +/- NORTH OF HETHER ROD ND CROSS FROM DDRESS: 7 FORSYTH ROD. ELETION = BENCHMRK S RECOERED 3" ORNGE COUNTY LUMINUM DISC ON CONCRETE CURB INLET; WEST SIDE OF OLD FORSYTH ROD; +/- NORTH OF POWER POLE #0742; 0 FEET +/- NORTH OF FORSYTH COMMERCE ROD. ELETION = (CONTINUED ON GENRL NOTES 2) ELETIONS RE DERIED FROM ORNGE COUNTY BENCHMRKS, NORTH MERICN ERTICL DTUM OF 19 (ND) PROJECT LENGTH: FEET MILES RODWY: 4, BRIDGES: 0 0 TOTL LENGTH: 4, BID SUBMITTL JUNE 22, 12 CONSTRUCTION PLNS FOR FORSYTH ROD SIDEWLK IMPROEMENTS CONTRCT : Y8-5B DISTRICT NO: 5 ORNGE COUNTY, FLORID H/TH W N.T.S. SHWE S-21, T-22, R- E. S-23, T-22, R- E PROJECT LOCTION LEGEND } BSELINE CCR CERTIFIED CORNER RECORD CONC CONCRETE COR. CORNER E EST/ESTING EL ELETION EP EDGE OF PEMENT IN INERT (ELETION) IR(C) IRON ROD (WITH CP) IRRIG IRRIGTION LINE LT. LEFT MES MITERED END SECTION N NORTH/NORTHING PC POINT OF CURTURE PI POINT OF INTERSECTION PIP POURED-IN-PLCE POC POINT ON CURE POT POINT ON TNGENT END PROJECT PT POINT OF TNGENCY { FORSYTH PC POLYINYL CHLORIDE PIPE ST R RNGE RCP REINFORCED CONCRETE PIPE RT. RIGHT R/W RIGHT-OF-WY S SOUTH SEC. SECTION ST. STTION T TOWNSHIP TEL TELEPHONE UTIL UTILITY TEST HOLE (UTILITY) WEST DEGREES SESONL HIGH WTER EL. TRFFIC MRKINGS SPHLT SPHLT C/L CURB BRRIER WLL OERHED POWER LINES SECTION LINE FENCE CONCRETE RIGHT OF WYLINE BRICK WLL LUMINUM HND RIL LKE COUNTY LKE COUNTY LKE POPK WINTER GRDEN ORLNDO TPK E-W SEMINOLE COUNTY PROJECT LOCTION N.T.S. CHRISTMS OSCEOL COUNTY OSCEOL COUNTY SEC. 22 TWP. 22S RGE. E. LOCTION MP INDEX OF S 1 COER 2 GENERL NOTES 3 SUMMRY OF PY ITEMS 4-6 TYPICL SECTIONS 7 SIDEWLK DETIL 8 SUMMRY OF QUNTITIES 9-10 SUREY CONTROL S PLN S SOILS SUREY 44 TRFFIC CONTROL GENERL NOTES UTILITIES ENCOUNTERED POWER: PROGRESS ENERGY DISTRIBUTION (PE) CT/PHONE/FIBER : BRIGHTHOUSE NETWORKS CT : COMCST CBLE COMMUNICTIONS SEWER: CITY OF ORLNDO TMS/FIBER: QWEST COMMUNICTIONS GS: TECO PHONE/FIBER: T&T PHONE/FIBER: MCI TMS/FIBER: ORNGE COUNTY PUBLIC WORKS WTER: ORNGE COUNTY UTILITIES SEWER: ORNGE COUNTY UTILITIES WTER: ORLNDO UTILITIES COMMISSION POWER: ORLNDO UTILITIES COMMISSION BRERD COUNTY W POWER POLES WTER LE GOERNING STNDRDS ND SPECIFICTIONS: FLORID DEPRTMENT OF TRNSPORTTION DESIGN STNDRDS FOR DESIGN, CONSTRUCTION, MINTENNCE ND UTILITY OPERTIONS ON THE STTE HIGHWY SYSTEM, D 12 ND STNDRD SPECIFICTIONS FOR ROD ND BRIDGE CONSTRUCTION, D 10 S MENDED BY CONTRCT DOCUMENTS. TERES JCOBS, COUNTY MYOR BEGIN PROJECT { FORSYTH ST ICINITY MP N.T.S. NOTE PLNS WERE PREPRED CCORDING TO ILBLE INFORMTION TO DEQUTELY DDRESS CONDITIONS S THEY EXISTED T THE TIME OF PLNS PREPRTION. NEEDS, CONDITIONS ND OWNERSHIP OF PROPERTIES MY HE CHNGED SINCE PROJECT DESIGN. THE COUNTY S REPRESENTTIE WILL DDRESS CHNGES ND NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTTIES. CONTRCTOR SHLL WORK WITH THE COUNTY S REPRESENTTIE IN DDRESSING ND MEETING NEEDS ND CONDITIONS THT MY HE CHNGED SINCE PLNS PREPRTION. H D Y STTION POINT FIRE HYDRNT PLM TREES OK TREES HEDGES SIGNS MISCELLNEOUS BOXES PREPRED BY: 1 N. Magnolia venue - Suite 0 - Phone (7) Fax (7) BORD OF COUNTY COMMISSIONERS S. SCOTT BOYD DISTRICT 1 FREDERICK C. BRUMMER DISTRICT 2 JOHN M. MRTINEZ DISTRICT 3 JENNIFER THOMPSON DISTRICT 4 TED EDWRDS DISTRICT 5 TIFFNY MOORE RUSSELL DISTRICT 6 MRK MSSRO, P.E. PUBLIC WORKS DIRECTOR CERTIFICTION TO PLNS I HEREBY CERTIFY THT THE DESIGN FOR THIS PROJECT ND THE TTCHED CONSTRUCTION PLNS COMPLY WITH THE REQUIREMENTS OF SECTION OF THE FLORID STTUTES ND RE IN SUBSTNTIL CONFORMNCE WITH THE STNDRDS CONTINED IN THE EDITION OF THE "MNUL OF UNIFORM MINIMUM STNDRDS FOR DESIGN, CONSTRUCTION ND MINTENNCE FOR STREETS ND HIGHWYS" IN EFFECT ON THIS S DOPTED BY THE FLORID DEPRTMENT OF TRNSPORTTION PURSUNT TO SUBSECTION (1) OF THE FLORID STTUTES. : ENGINEER: W M S P.P. CMP RCP W POWER POLE WITH LMP WTER METER BENCHMRK MONUMENT SNITRYSEWER POWER POLE CORRUGTED METLPIPE REINFORCED CONCRETE PIPE WETLNDS DESIGNED BY: TW DRWN BY : PMR CHECKED BY: GLW PPROED BY: DCB REISIONS : 2/21/12 : 2/21/12 : 2/21/12 : 2/21/12 BY 1 OF 44 NOTE: THE SCLE OF THESE PLNS MY HE CHNGED DUE TO REPRODUCTION. CONTRCT NO: Y8-5B

2 1. LL CONSTRUCTION SHLL BE IN CCORDNCE WITH ND CONFORM TO THE MOST STRINGENT REQUIREMENT OF THE PROJECT SPECIFICTION, THE LTEST EDITION OF THE FLORID DEPRTMENT OF TRNSPORTTION STNDRD SPECIFICTIONS FOR ROD ND BRIDGE CONSTRUCTION (FDOT), ND SUPPLEMENTS THERETO, ND ORNGE COUNTY ROD CONSTRUCTION SPECIFICTIONS. 2. SUBSURFCE INFORMTION SHOWN ON THESE DRWINGS WS OBTINED FOR USE IN ESTBLISHING DESIGN CRITERI FOR THE PROJECT. THE CCURCY OF THIS INFORMTION IS NOT GURNTEED ND IS NOT TO BE CONSTRUED S PRT OF THE PLNS GOERNING CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRCTOR TO INQUIRE OF THE ENGINEER IF DDITIONL INFORMTION IS ILBLE, TO MKE RRNGEMENTS TO REIEW SME PRIOR TO BIDDING, ND TO MKE HIS OWN DETERMINTION S TO LL SUBSURFCE CONDITIONS. 3. LL PERSONL PROPERTY, EXCEPT MIL BOXES, WITHIN THE LIMITS OF CONSTRUCTION NOT RELOCTED BY THE PROPERTY OWNER SHLL BE REMOED BY THE CONTRCTOR S NECESSRY TO CONSTRUCT THE PROJECT IN CCORDNCE WITH THE PLNS. MIL BOXES SHLL BE RELOCTED BY THE CONTRCTOR IN CCORDNCE WITH F.D.O.T. DESIGN STNDRD 532. PYMENT WILL BE INCLUDED IN CLERING ND GRUBBING. 4. THE DISPOSL OF EXCESS ERTHWORK MTERILS SHLL BE THE RESPONSIBILITY OF THE CONTRCTOR. PPROLS OF DISPOSL SITES SHLL BE OBTINED FROM ORNGE COUNTY PRIOR TO DISPOSL. LL EXCESS MTERIL IS THE PROPERTY OF THE CONTRCTOR. 5. LL EXISTING TREES WITHIN THE RIGHT-OF-WY RE TO BE REMOED S CLERING ND GRUBBING UNLESS OTHERWISE DIRECTED. 6. SEED ND MULCH LL DISTURBED RES UNLESS OTHERWISE DIRECTED. SOD IN DISTURBED RES SHLL MTCH EXISTING TYPE SOD, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. INSTLL 4" MUCK BLNKET OR TOPSOIL TRETMENT ON LL PERMNENT GRSS RES. COST TO BE INCLUDED IN CONTRCT UNIT PRICE FOR SOD. 8. SOD LL SLOPES 3:1 OR STEEPER. 9. SWCUT CONCRETE DRIEWYS S REQUIRED FOR CONSTRUCTION. PYMENT WILL BE INCLUDED IN ITEM , "CLERING ND GRUBBING (LS)". 10. LL PEMENT OFFSETS SHOWN RE TO PROPOSED CENTERLINE OF CONSTRUCTION; LL RDII ND DIMENSIONS RE TO PROPOSED EDGE OF PEMENT. 11. FOR STBILIZTION T TURNOUTS ND DRIEWY CONNECTIONS SEE STNDRD INDEX No. 515 ND TYPICL SECTIONS FOR DEPTH ND LBR. 12. DRIEWY LOCTIONS ND WIDTHS SHOWN RE PPROXIMTE ND MY BE DJUSTED S NECESSRY S DIRECTED BY THE ENGINEER. 13. THE CONTRCTOR SHLL PERFORM HIS WORK IN CCORDNCE WITH REQUIREMENTS OF THE RIOUS PERMITS INCLUDED IN THE BID SPECIFICTIONS. PYMENT IS INCLUDED IN THE BID PRICE FOR SECTION 104; "PREENTION, CONTROL, ND BTEMENT OF EROSION ND WTER POLLUTION", EXCLUDING ITEMS SPECIFIED ELSEWHERE. ENIRONMENTL CONTROLS SHLL BE USED T LOCTIONS DESIGNTED IN THE PLNS ND/OR DESIGNTED BY THE ENGINEER. 14. THE INFORMTION SHOWN ON THESE DRWINGS CONCERNING TYPE ND LOCTION OF UNDERGROUND ND OTHER UTILITIES IS BSED ON ILBLE RECORDS ND SUREYS BUT IS NOT GURNTEED TO BE CCURTE OR LL INCLUSIE. THE CONTRCTOR SHLL MKE HIS OWN DETERMINTION S TO THE TYPE ND LOCTION OF UTILITIES S MY BE NECESSRY TO OID DMGE THERETO ND IS RESPONSIBLE FOR COORDINTING UTILITY RELOCTION WITH PROJECT CONSTRUCTION. PRIOR TO 28. PRIOR TO BEGINNING NY CONSTRUCTION, THE ORDERING DRINGE STRUCTURES, THE CONTRCTOR CONTRCTOR SHLL SUBMIT TO ORNGE COUNTY SHLL DETERMINE IF DRINGE/UTILITY CONFLICTS HIGHWY CONSTRUCTION DEPRTMENT SET OF EXIST. INFORMTION ON CONFLICTS IS TO BE FIELD NOTES ERIFYING THE BENCHMRK SUBMITTED TO THE ENGINEER S SOON S POSSIBLE ELETIONS ND THE REFERENCE POINT TIES FTER DISCOERY FOR RESOLUTION. SHOWN ON THE TITLE ND PLN ND PROFILE S, ND/OR SET OF FIELD NOTES 15. PRIOR TO COMMENCEMENT OF WORK CONTRCTOR SHLL CLL SUNSHINE ONE 48 HOURS IN DNCE OF PERFORMING NY UTILITY DJUSTMENTS OR RELOCTIONS. SUNSHINE ONE PHONE NUMBER IS FOR LL DDITIONL BENCHMRK ND REFERENCE POINT TIES PROPOSED TO BE USED IN CONSTRUCTING THE PROJECT WITH THEIR LOCTION, ND ELETION, BSED ON ORNGE COUNTY DTUM. LL SUBMITTLS SHLL BE SIGNED ND SELED BY PROFESSIONL LND 16. UTILITIES RE TO BE DJUSTED BY OTHERS OR S DIRECTED BY THE ENGINEER. SUREYOR REGISTERED IN THE STTE OF FLORID. 29. WITHIN 21 CLENDR DYS FTER NOTICE TO 17. THE CONTRCTOR SHLL NOTIFY LL GS UTILITY COMPNIES MINIMUM OF TWO WORKING DYS PRIOR TO EXCTION S REQUIRED BY CHPTER OF THE FLORID STTUTES. PROCEED, THE CONTRCTOR SHLL STKE THE RIGHT-OF-WY T 100 INTERLS ND T RIGHT-OF-WY BREKS WITH STTIONING SHOWN ON THE STKES. NO INOICE FOR PYMENT WILL BE PROCESSED UNTIL THE RIGHT-OF-WY HS 18. LL DRINGE PIPES SHLL BE STEEL REINFORCED CONCRETE PIPE, CLSS III, UNLESS OTHERWISE NOTED. BEEN STKED TO THE STISFCTION OF THE ENGINEER. PYMENT IS INCLUDED IN THE PRICE BID FOR ITEM "MOBILIZTION" (LS). 19. MESUREMENT OF DRINGE PIPE FOR PYMENT SHLL BE DETERMINED FROM CTUL LENGTHS INSTLLED.. TO MEET D REQUIREMENTS, LL SIDEWLK CONSTRUCTION SHLL COMPLY WITH THE FLORID CCESSIBILITY CODE FOR BUILDING CONSTRUCTION.. LL MNHOLE COERS SHLL INCLUDE THE ORNGE COUNTY LOGO ND BE IDENTIFIED S "ORNGE COUNTY SNITRY", "ORNGE COUNTY STORM", OR "ORNGE COUNTY WTER", S PPROPRITE. (SEE DETIL) 31. FOR PEDESTRIN CURB CUT RMPS DETILS, REFER TO FDOT STNDRD INDEX 4 NOMENCLTURE SHOWN IN THE PLNS REFERS TO THE RMP TYPES IDENTIFIED IN INDEX THE CONTRCTOR SHLL RELOCTE EXISTING 21. LL INLET/MNHOLE - PIPE JOINTS SHLL BE FILLED WITH NON-SHRINK GROUT, COERED WITH N SPHLT MSTIC COTING, ND WRPPED WITH FILTER FBRIC MTERIL PER SECTION OF THE ORNGE COUNTY ROD CONSTRUCTION SPECIFICTIONS. LL PIPE JOINTS IN THIS PROJECT SHLL BE WRPPED PER FDOT STNDRD INDEX No. 2 OR S DIRECTED BY THE ENGINEER COST TO BE INCLUDED IN THE COST OF THE PIPE CULERT. TRFFIC SIGNS S REQUIRED DURING CONSTRUCTION. SIGNS, WHICH RE DMGED DURING CONSTRUCTION, SHLL BE REPLCED BY THE CONTRCTOR T NO COST TO THE COUNTY. THE CONTRCTOR SHLL REMOE ND STORE EXISTING TRFFIC SIGNS THT RE NOT USED DURING CONSTRUCTION. THE CONTRCTOR SHLL RE-INSTLL THE STORED SIGNS S SHOWN ON THE SIGNING PLNS OR S DIRECTED BY THE ENGINEER. 22. LL CURB INLETS, DITCH BOTTOM INLETS, ND MNHOLES SHLL HE TRFFIC BERING FRMES ND COERS OR GRTES MEETING HS- LODING REQUIREMENTS. 23. LL EXISTING DRINGE STRUCTURES ND PIPES IF BNDONED WITHIN THE LIMITS OF CONSTRUCTION SHLL BE REMOED, UNLESS OTHERWISE SHOWN IN THE PLNS OR DIRECTED BY THE ENGINEER. GENERL NOTES 27. PUBLIC LND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHLL BE PROTECTED. IF CORNER MONUMENT IS IN DNGER OF BEING DESTROYED OR DISTURBED, THE CONTRCTOR SHLL NOTIFY THE PROJECT ENGINEER ND THE COUNTY SUREYOR, WITHOUT DELY, BY TELEPHONE ). THE CONTRCTOR SHLL PROIDE WRITTEN FOLLOW UP CONFIRMTION WITHIN 48 HOURS OF TELEPHONE NOTIFICTION. SIGNS NOT TO BE RE-INSTLLED SHLL BE DELIERED TO ORNGE COUNTY S TRFFIC SIGN SHOP. DMGE SIGNS SHLL BE REPLCED BY THE CONTRCTOR T NO COST TO ORNGE COUNTY. COST OF RELOCTION, MINTENNCE, REMOL ND LEFTOER SHLL BE INCLUDED IN PY ITEM 102-I, MINTENNCE OF TRFFIC. 33. LL EXCTIONS SHLL BE REQUIRED TO CONFORM TO THE PROISION OF PRT I OF CHPTER 553., F.S., LSO KNOWN S THE "TRENCH SFETY CT". TO PROTECT EXISTING 24. DESIGN CHNGES OF PIPE INERTS NOT EXCEEDING PEMENT, STRUCTURES, FOUNDTIONS, ND PLUS OR MINUS ONE FOOT WILL NOT BE CONSTRUCTION PERSONNEL DURING CONSTRUCTION CONSIDERED S BSIS FOR DDITIONL OF THE PROJECT. COMPENSTION FOR THE PERTINENT PIPE BID ITEM OR FOR MODIFICTION OF PRECST STRUCTURES. 34. CONTRCTOR IS TO MINTIN UNINTERRUPTED CCESS TO LL DRIEWYS ND SIDE STREETS T 25. LL (P.R.M. s) IRONS ND MONUMENTS SHOWN ON LL TIMES ND IS TO NOTIFY PROPERTY OWNERS PLNS, OR FOUND, SHLL BE PRESERED. THOSE FIE DYS PRIOR TO STRTED CONSTRUCTION. SHOWN IN PROPOSED PEMENT SHLL BE PROTECTED WITH CST IRON LE BOX. 35. THE CONTRCTOR SHLL FIELD ERIFY THE EXISTING PEMENT ELETIONS OF LL 26. NY U.S.C. ND G.S. MONUMENTS WITHIN THE LIMITS DRIEWYS ND SIDEWLKS TO MTCH THE OF CONSTRUCTION SHLL BE PROTECTED. IF IN PROPOSED PEMENT TO THE EXISTING. DNGER OF DMGE, THE CONTRCTOR SHLL NOTIFY THE PROJECT ENGINEER, ORNGE COUNTY 36. LL PRITE ND PUBLIC PROPERTY FFECTED BY SUREY SECTION ND BOTH SHLL THIS WORK SHLL BE RESTORED TO CONDITION NOTIFY: EQUL TO OR BETTER THT THE CONDITION STTE GEODETIC DISOR EXISTING. COST TO BE INCIDENTL TO OTHER COMMONWELTH BOULERD, SUITE 9, CONSTRUCTION ND NO EXTR COMPENSTION WILL TLLHSSEE, FL BE LLOWED EXISTING RIGHT OF WY IS BSED ON FIELD MONUMENTTION. Therefore, excavators are instructed to telephone us at two working days before digging in a construction area. EROSION ND SEDIMENT CONTROL NOTES 1. THE CONTRCTOR SHLL PERFORM EROSION CONTROL MESURE IN CCORDNCE WITH SECTION 104 OF THE FDOT STNDRD SPECIFICTIONS FOR ROD ND BRIDGE CONSTRUCTION, D 10. DETILS CONTINED IN THE PLNS, S DIRECTED BY THE ENGINEER ND BY ORNGE COUNTY. 2. THE CONTRCTOR SHLL SUBMIT N EROSION CONTROL PLN TO BE PPROED BY THE COUNTY ENGINEER PRIOR TO SCHEDULING THE PRE- CONSTRUCTION MEETING. 3. LL DISTURBED RES SHLL BE SODDED OR SEEDED ND MULCHED FTER GRDING IS COMPLETE. 4. DURING CONSTRUCTION THE CONTRCTOR SHLL TKE LL RESONBLE MESURES TO INSURE POLLUTING, SILTING, OR DISTURBING DOES NOT EXCEED THE LIMITS LLOWED BY THE STTE OF FLORID DEPRTMENT OF ENIRONMENTL PROTECTION TO THE EXISTING WTER BODIES. SUCH MESURE INCLUDE, BUT RE NOT LIMITED TO THE CONSTRUCTION OF TEMPORRY EROSION CONTROL STRUCTURES SUCH S SEDIMENT BSINS, SEDIMENT CHECKS OR SILT BRRIERS. THE MESURES DELINETED BOE RE THE MINIMUM REQUIRED, WITH DDITIONL CONTROLS TO BE UTILIZED S NEEDED, DEPENDENT UPON CTUL SITE CONDITIONS ND CONSTRUCTION OPERTIONS. 5. IN THE EENT THT THE EROSION PREENTION ND CONTROL DEICES SHOWN IN THE EROSION CONTROL PLN PROE INEFFECTIE, LTERNTE METHODS FOR MINTINING STTE WTER QULITY STNDRDS FOR DISCHRGE FROM THE CONSTRUCTION SITE WILL BE REQUIRED. LL LTERNTE EROSION PREENTION ND CONTROL DEICES MUST BE PPROED BY THE COUNTY ENGINEER PRIOR TO PLCEMENT. 6. LL SURFCE WTER DISCHRGE FROM THE CONSTRUCTION SITE, INCLUDING DEWTERING DISCHRGE, SHLL MEET STTE WTER QULITY STNDRDS PRIOR TO RECHING NY WTER OF THE STTE INCLUDING WETLNDS. 7. THE EROSION CONTROL MESURES PER F.D.O.T. DESIGN STNDRDS INDEX 102 & 103 RE THE MINIMUM REQUIRED. DDITIONL EROSION CONTROL MESURES MY BE REQUIRED DUE TO FIELD CONDITIONS S DETERMINED BY THE STTE ORNGE COUNTY PROJECT ENGINEER OR THE REGULTORY GENCIES. CUTION: Chapter of the Florida SOURCE OF BENCHMRK DTUM Statutes requires that an excavator notify all gas utilities a minimum of two working days prior to excavating. Maps show only the approximate location of gas mains or service lines. The only safe and proper way to locate gas facilities is by an on-site inspection by TECO PEOPLES GS. BENCHMRK S RECOERED 3" ORNGE COUNTY SUREY MRK DISC ON CONCRETE CURB INLET; WEST SIDE OF FORSYTH ROD; FEET +/- NORTH NORTH EST OF POWER POLE #07. ELETION =.83 BENCHMRK S RECOERED 3" ORNGE COUNTY SUREY MRK DISC IN CENTERLINE OF CONCRETE DRIEWY TO ORNGE COUNTY RETENTION POND; 4 FEET +/- EST OF WEST EDGE OF CONCRETE DRIEWY; WEST SIDE OF FORSYTH ROD. BENCHMRKS (CONTINUED FROM 1) ELETION =.77 BENCHMRK S RECOERED 3" ORNGE COUNTY SUREY MRK DISC ON TOP OF CONCRETE CURB INLET; EST SIDE OF FORSYTH ROD BETWEEN POWER POLE #0734 ND ELETION =.78 BENCHMRK S RECOERED 3" ORNGE COUNTY SUREY MRK DISC IN CENTERLINE OF CONCRETE HEDWLL WITH 36" R.C.P.; WEST SIDE OF FORSYTH ROD ND FEET+/- SOUTH SOUTH EST OF POWER POLE #0738. ELETION =.01 BENCHMRK S RECOERED 3" ORNGE COUNTY SUREY MRK DISC IN CENTERLINE OF 5 FEET CONCRETE SIDEWLK; ON NORTH EST CORNER OF FORSYTH ROD ND FORSYTH COMMERCE ROD; 65 FEET +/- EST OF CENTERLINE OF FORSYTH ROD. ELETION = ELETIONS RE DERIED FROM ORNGE COUNTY BENCHMRKS, NORTH MERICN ERTICL DTUM OF 19 (ND) REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- GENERL NOTES 2 6/22/12 4:05:59 PM P:\11OR.FOR\ \roadway\GNNTRD01.DGN

3 PY ITEMS NOTES INCLUDES THE COST OF LL ITEMS NECESSRY FOR TRFFIC CONTROL THT RE NOT SPECIFICLLY INCLUDED IN THE RODWY SUMMRY OF PY ITEMS, I.E. SIGNS, BRRICDES, FLGMN, ETC. IN CCORDNCE WITH FDOT STNDRD SPECIFICTIONS ND PROCEDURES, MUTCD & DESIGN STNDRD 0 SERIES. THE CONTRCTOR SHLL MINTIN EHICULR CCESS TO RESIDENCES ND BUSINESSES T LL TIMES REMOL OF EXISTING CONCRETE, SPHLT PEMENT, ND RIP RP TO BE INCLUDED IN CLERING ND GRUBBING INCLUDES THE COST OF REINFORING STEEL, JOINTS, ND SELS INCLUDES THE COST OF SUBGRDE REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- SUMMRY OF PY ITEMS 3 msuarez 6/25/12 10:47:55 M P:\11OR.FOR\ \roadway\CESSRD01.DGN

4 } SUREY FORSYTH ROD LIMITS OF STNDRD CLERING ND GRUBBING LINE SOD 1-0" RIES 3-0" SOD 2-0" 5-0" LEEL 0.02 MX SEDIMENT BRRIER SLOPE RIES 4" THICK SIDEWLK PER FDOT INDEX 310 EXISTING CURB & GUTTER TYPICL SECTION 1 FORSYTH ROD ST TO ST } SUREY FORSYTH ROD LINE LIMITS OF STNDRD CLERING ND GRUBBING SOD 1-0" RIES 2-0" 6-0" 0.02 MX SEDIMENT BRRIER 4" THICK SIDEWLK PER FDOT INDEX 310 EXISTING CURB & GUTTER TYPICL SECTION 2 FORSYTH ROD ST. 24+ TO ST ST TO ST REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- TYPICL SECTIONS 4 6/22/12 4:06:09 PM P:\11OR.FOR\ \roadway\TYPSRD01.DGN

5 LINE LINE } SUREY FORSYTH ROD } SUREY FORSYTH ROD LIMITS OF STNDRD CLERING ND GRUBBING LIMITS OF STNDRD CLERING ND GRUBBING SOD SOD RIES 1-0" 5-0" 3-0" RIES 1-0" 6-0" LEEL SOD LEEL 1-0" 1-0" 0.02 MX 0.02 MX SEDIMENT BRRIER SEDIMENT BRRIER 4" THICK SIDEWLK PER FDOT INDEX 310 EXISTING CURB & GUTTER 4" THICK SIDEWLK PER FDOT INDEX 310 EXISTING CURB & GUTTER TYPICL SECTION 3 FORSYTH ROD ST. +93 TO ST TYPICL SECTION 4 FORSYTH ROD ST TO ST. 44+ ST. 45+ TO ST } SUREY FORSYTH ROD LINE LIMITS OF STNDRD CLERING ND GRUBBING RIES (5-8 ) 0.02 MX EXISTING BRRIER (WLL/RIL) 4" THICK SIDEWLK PER FDOT INDEX 310 EXISTING CURB & GUTTER TYPICL SECTION 5 FORSYTH ROD ST TO ST. +05 ST. +43 TO ST. +69 ST TO ST. 52+ REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- TYPICL SECTIONS 5 6/22/12 4:06:09 PM P:\11OR.FOR\ \roadway\TYPSRD01.DGN

6 } SUREY FORSYTH ROD LINE RIES R/W LINE LIMITS OF STNDRD CLERING ND GRUBBING MTCH GRDE T R/W 3-0" SOD 6-9" RIES EXTEND SUBGRDE 12" BEYOND EDGE OF DRIEWY (TYP.) MX 4 (TYP.) " THICK CONCRETE DRIEWY SEDIMENT BRRIER RIES 15" MIN. STTEL GUIDERIL PER FDOT INDEX 0 SEE WLL DETIL ON 7 WEEP HOLE PER FDOT INDEX 11 4" THICK SIDEWLK PER FDOT INDEX 310 TYPICL SECTION 6 EXISTING CURB & GUTTER 6 (TYP.) 2 (TYP.) FORSYTH ROD ST. 44+ TO ST. 45+ ST. 52+ TO ST (TYP.) TYPICL DRIEWY PRON EDGE OF PROP. PEMENT EXISTING FENCE LINE EXISTING FENCE LINE LIMITS OF STNDRD CLERING ND GRUBBING } SUREY FORSYTH ROD LIMITS OF STNDRD CLERING ND GRUBBING } SUREY FORSYTH ROD 6-9" 6-0" 6-9" 6-0" 5-0" RIP RP 0.02 MX SOD 0.02 MX 1-0" RIES EXISTING RIP RP REMOE ND REPLCE FBRIC-FORMED RIP RP 1-0" 1-0" WEEP HOLE PER FDOT INDEX 11 EXISTING CURB & GUTTER 4" THICK SIDEWLK PER FDOT INDEX 310 STEEL GUIDERIL PER FDOT INDEX 0 SEDIMENT BRRIER 1-0" WEEP HOLE PER FDOT INDEX 11 EXISTING CURB & GUTTER 4" THICK SIDEWLK PER FDOT INDEX 310 STEEL GUIDERIL PER FDOT INDEX 0 1 RIPRP TOE GRITY WLL PER FDOT INDEX 11 TYPICL SECTION 7 FORSYTH ROD ST TO ST. 23+ GRITY WLL PER FDOT INDEX 11 TYPICL SECTION 8 FORSYTH ROD ST. 23+ TO ST ST TO ST. 24+ REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- TYPICL SECTIONS 6 6/22/12 4:06:10 PM P:\11OR.FOR\ \roadway\TYPSRD01.DGN

7 PEDESTRIN/BICYCLE PICKET RILING INDEX NO 0 CLER WIDTH 2-0" 4" 2-6" MX. EQ. COMPCTED SUBGRDE 95%-SHTO T-1 8" #4 T 8 " O.C. 1-3" #4 T 8 " O.C. NOTES: 1. CONCRETE: a. 28 DY COMPRESSIE STRENGTH (f c) = 00 PSI b. CONCRETE CONSTRUCTION SHLL CONFORM TO THE CURRENT "CI MNUL OF CONCRETE PRCTICE". c. PORTLND CEMENT SHLL CONFORM TO STM C-1, TYPE I OR II. LL GGREGTE FOR NORML WEIGHT CONCRETE SHLL MEET STM C REINFORCEMENT: a.ll REINFORCEMENT SHLL CONFORM TO THE FOLLOWING SPECIFICTIONS: b.ll REINFORCING, UNO: STM 615 GRDE c.welded WIRE REINFORCEMENT (WWR): DEFORMED WIRE: STM 497 ( KSI) 3. BRCE THE ERTICL LEG (SLB TURN DOWN) UNTIL THE SIDEWLK SLB HS GINED DESIGN STRENGTH. 4. SIDEWLK SLOPE PER CIIL DRWINGS. 5. REFER TO INDEX NO: 310 FOR SLB JOINT ND OTHER DETILS. 6. PROIDE 2" COER TO REINFORCEMENT T EXPNSION JOINTS 7. JOINTS IN SLB TURN DOWN SHLL MTCH SLB JOINTS. PROIDE 1-0" WIDE GEOTECH FBRIC (TYPE D-5 INDEX NO 199) T SLB TURN DOWN ND SLB EXPNSION JOINT. SIDEWLK WITH RETINING WLL DETIL FRONT FCE OF WLL 8" NOTES: 4" 1 3 4" 1 4" 1 1/2" PREFORMED JOINT FILLER 4" GEOTEXTILE FBRIC, 1-0" WIDE ND FULL HEIGHT OF FILL, MEETING REQUIREMENTS OF FDOT SPECIFICTION 985 ND TYPE D-5 OF INDEX 199. PPLY N DHESIE PPROED BY THE ENGINEER TO THE BCK OF WLL FOR TTCHMENT OF FBRIC MTERIL. EXPNSION JOINT DETIL 1 2"» WLL 9" 4" NOTE 1. #5 1-0" (MX. SPCING) PLSTIC SLEEE REISIONS Structural Engineers + Parking Consultants CERTIFICTE OF UTHORIZTION No SILJ LTH, P.E. No NEW BROD STREET SUITE 1018 ORLNDO, FLORID P: F: ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- SIDEWLK WITH RETINING WLL DETIL 7 6/22/12 4:06:15 PM P:\11OR.FOR\ \roadway\SPDTRD01.dgn

8 SUMMRY OF SIGN RELOCTION SUMMRY OF ERTHWORK STTION P S F REMRKS P CY F RELOCTE SIGN RELOCTE SIGN RELOCTE SIGN REGULR EXCTION 127 SUBSOIL EXCTION 75 EMBNKMENT RELOCTE SIGN RELOCTE SIGN RELOCTE SIGN RELOCTE SIGN RELOCTE SIGN RELOCTE SIGN SUMMRY OF DESILTING TOTL 9 ST. TO ST. P LF F REMRKS TO TOTL 45 24" RCP PIPE SUMMRY OF PEMENT MRKINGS (THERMOPLSTIC) LF/SF REMRKS STTION P F LF 12" WHITE LF 12" WHITE LF 12" WHITE TOTL 12" WHITE 2 LF 12" WHITE LF 24" WHITE SUMMRY OF PERFORMNCE TURF-SOD + LF 24" WHITE LF 24" WHITE LF 24" WHITE LOCTION P SIDE ST. TO ST. W L SY to LT to LT L F W SY FIELD BOOK REFERENCE TOTL 24" WHITE 166 LF 24" WHITE SF REMOE 6" YELLOW SF REMOE 24" WHITE TOTL MRKING REMOL 38 SF MRKING REMOL to LT to LT to LT to LT to LT to LT to LT to LT to 44+ LT to 45+ LT to LT SUMMRY OF DRINGE STRUCTURES STTION/OFFSET P E F REMRKS TOTL: 4139 ST / LT 1 ST / RT 1 DJUST MNHOLE DJUST MNHOLE TOTL 2 REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- SUMMRY OF QUNTITIES 8 6/22/12 4:06:18 PM P:\11OR.FOR\ \roadway\SUMQRD01.DGN

9 Baseline of Construction N = E = Heather Road SET NIL & O.C. DISK Not To Scale Not To Scale Not To Scale Baseline of Construction N = E = Heather Road SET NIL & O.C. DISK Baseline of Construction N = E = SET 1" IRON PIN WITH O.C. CP P.O.T. ST Forsyth Road P.I. ST Forsyth Road ST Forsyth Road Not To Scale Not To Scale Not To Scale Curtis Street Baseline of Construction Baseline of Construction Baseline of Construction N = E = ST Forsyth Road 5 SET 8" REBR WITH O.C. CP N = E = ST Forsyth Road SET NIL & O.C. DISK N = E = P.I. ST Forsyth Road 5 SET 8" REBR WITH O.C. CP REISIONS ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- SUREY CONTROL FORSYTH ROD NE, SE 9

10 Baseline of Construction N = E = ST Forsyth Road 5 SET 8" REBR WITH O.C. CP Not To Scale Not To Scale SET NIL & O.C. DISK Baseline of Construction N = E = ST Forsyth Road Forsyth Com merce Road N = E = Old Cheney Hwy. ST Forsyth Road Not To Scale Baseline of Construction Not To Scale Baseline of Construction LEGEND N = E = STTION POINT SET 5/8"REBR WITH ORNGE COUNTY CP SET NIL&DISK SET 1"IRON PIN WITH ORNGE COUNTY CP O.C. ORNGE COUNTY P.O.T. ST Forsyth Road REISIONS ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- SUREY CONTROL FORSYTH ROD NE, SE 10

11 " CONCRETE DRIEWY 6" CONCRETE DRIEWY HETHER ROD 3 MTCHLINE ST POT ST EXISTING STOP BR H W D Y W LT LT LT PI ST LT LT 12" WHITE LT 24" WHITE (TYP.) SPECIL EMPHSIS CROSSWLK PER FDOT INDEX EXISTING BUSH LINE EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES EXISTING OUC 2" WM EXIST. 12" DIP OCU WTER MIN DETECTBLE WRNING SURFCE PER INDEX LT LT LT LT LT LT EXISTING EOP 9 11" LT LT LT LT LT LT +.1 LT LT LT LT LT 9 10" 12 0" 12 0" LT LT W M LT LT N LT Feet EXIST. 12" DIP OCU WTER MIN S 0 41" E N " W EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES DROP CURB PER FDOT INDEX 0 4" CONCRETE SIDEWLK (TYP.) EXISTING OERHED ELECTRIC DROP CURB PER FDOT INDEX 0 BEGIN PROJECT ST BM #1 EXIST. 8" PC OCU GRITY SEWER. EXISTING CURB & GUTTER SITE BM #1: SET 1" IRON PIPE WITH TRERSE CP. N = E = ELE = EXISTING FENCE W M TO BE RELOCTED ST S EXISTING OUC 2" WM W W M LT LT LT LT 6" CONCRETE DRIEWY LT EXISTING FENCE EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES LT LT LT 4" CONCRETE SIDEWLK (TYP.) EXIST. 12" DIP OCU WTER MIN N 0 5 Feet 5 MTCHLINE ST WTERMETER TO BE DJUSTED BY ORLNDO UTILITY COMPNY TO MTCH FINL GRDE (TYP.) WTER LE TO BE DJUSTED BY ORLNDO UTILITY COMPNY TO MTCH FINL GRDE (TYP.) EXISTING CURB INLET LT LT EXISTING CURB & GUTTER LT LT DROP CURB PER FDOT INDEX 0 EXISTING EOP N " W. EXISTING OERHED ELECTRIC 3 MTCHLINE ST WTERMETER TO BE DJUSTED BY ORLNDO UTILITY COMPNY TO MTCH FINL GRDE (TYP.) BENCHMRK S REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD PLN S 11 6/22/12 4:06:23 PM P:\11OR.FOR\ \roadway\PLNRD01.dgn

12 3 3 EXIST. 12" DIP OCU WTER MIN EXISTING OERHED ELECTRIC 4" CONCRETE SIDEWLK (TYP.) EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES N 0 5 Feet 5 5 MTCHLINE ST EXISTING CURB INLET EXISTING EOP EXISTING CURB & GUTTER EXISTING 18" RCP BM #2 3 MTCHLINE ST SITE BM #2: SET 1" IRON PIPE WITH TRERSE CP. N = E = ELE = EXIST. 12" DIP OCU WTER MIN EXISTING OERHED ELECTRIC EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES N 0 5 Feet 4" CONCRETE SIDEWLK (TYP.) 5 5 MTCHLINE ST EXISTING CURB INLET EXISTING EOP N " W EXISTING CURB & GUTTER. MTCHLINE ST REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD PLN S 12 6/22/12 4:06:29 PM P:\11OR.FOR\ \roadway\PLNRD02.dgn

13 EXIST. 12" DIP OCU WTER MIN EXISTING OERHED ELECTRIC EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES EXISTING FENCE EXISTING " PIPE 6 BEGIN RIP RP N 0 5 Feet 4" CONCRETE SIDEWLK (TYP.) ST TB-1 BORING BEGIN STEEL GUIDERIL BEGIN GRITY WLL LT LT LT 5 MTCHLINE ST W EXISTING LE BOXES TO BE DJUSTED BY ORNGE COUNTY UTILITIES TO BE FLUSH WITH TOP OF PROPOSED SIDEWLK (3 E) EXISTING CURB & GUTTER N " W EXISTING EOP 5 BEGIN TPER EXISTING CURB INLET LT EXISTING 24" PIPE END TPER LT 6 STEEL PIPE GUIDERIL 6 BM #3 MTCHLINE ST SITE BM #3: SET 1" IRON PIPE WITH TRERSE CP. N = E = ELE =.624 MTCHLINE ST END GUIDERIL END GRITY WLL ST EXISTING 6 X4 MES 5 END RIP RP LT EXISTING 24" RCP PIPE +.8 LT EXIST. 12" DIP OCU WTER MIN BM # LT LT LT LT LT LT 6" GTE TO REMIN OPEN DURING CONSTRUCTION CONCRETE DRIEWY DROP CURB PER FDOT INDEX LT LT LT LT EXISTING OERHED ELECTRIC LT LT DESILT 45 OF 24" PIPE LT EXISTING 6 X4 MES LT BEGIN STEEL GUIDERIL BEGIN GRITY WLL ST EXISTING WETLND LINE 4" CONCRETE SIDEWLK (TYP.). EXISTING EOP S " E STEEL PIPE GUIDERIL EXISTING FIRE HYDRNT TO BE DJUSTED BY ORNGE COUNTY UTILITIES TO MTCH FINL GRDE (TYP.) EXISTING LE BOXES TO BE DJUSTED BY ORNGE COUNTY UTILITIES TO BE FLUSH WITH TOP OF PROPOSED SIDEWLK (3 E) EXISTING CURB & GUTTER END STEEL GUIDERIL END GRITY WLL ST EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES N 0 5 H W W D Y Feet W EXISTING HEDWLL EXISTING 18" RCP PIPE LT MTCHLINE ST SITE BM #3: SET 1" IRON PIPE WITH TRERSE CP. N = E = ELE =.624 REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD PLN S 13 6/22/12 4:06:33 PM P:\11OR.FOR\ \roadway\PLNRD03.dgn

14 EXIST. 12" DIP OCU WTER MIN EXISTING WETLND LINE EXISTING OERHED ELECTRIC EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES 4" CONCRETE SIDEWLK (TYP.) TO BE RELOCTED ST S END SCHOOL ZONE N 0 5 Feet SIDEWLK TO BE FLUSH WITH EXISTING CURB INLET MTCHLINE ST LT 6 EXISTING CURB INLET EXISTING 18" RCP PIPE EXISTING EOP S " E. EXISTING CURB & GUTTER 6 MTCHLINE ST LT MTCH EXISTING SIDEWLK ND CURB & GUTTER N 0 5 EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES EXISTING OERHED ELECTRIC LT TO BE RELOCTED ST S LT NO DUMPING (TYP.) EXISTING WETLND LINE 4" CONCRETE SIDEWLK TO REMIN S.N.S. S.N.S. TO BE RELOCTED ST S EXISTING WLL LT STOP LT 5 R LT LT LT 8 CURTIS STREET CR 26 PER FDOT INDEX 4 EXISTING STOP BR 12" WHITE LT S R Feet MTCHLINE ST EXISTING CURB INLET EXISTING CURB & GUTTER SIDEWLK TO BE FLUSH WITH EXISTING CURB INLET EXISTING 18" RCP PIPE BM #4 EXIST. 12" DIP OCU WTER MIN S " E EXISTING EOP LT LT MTCH EXISTING CURB & GUTTER LT LT CR 26 PER FDOT INDEX 4 TYPE F CURB & GUTTER EXISTING 36" RCP PIPE SWCUT SPECIL EMPHSIS CROSSWLK PER FDOT INDEX PEMENT MTCH EXISTING SIDEWLK ND CURB & GUTTER TYPE F CURB & GUTTER BM #10 24" WHITE (TYP.) LT EXIST. 4" PC OCU FORCEMIN PEMENT SWCUT LT MTCHLINE ST SITE BM #4: SITE BM #10: SET 5/8" REBR WITH SET 5/8" REBR WITH TRERSE CP. TRERSE CP. N = E = N = E = ELE =.894 ELE = REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD PLN S 14 6/22/12 4:06:37 PM P:\11OR.FOR\ \roadway\PLNRD04.dgn

15 3 5 TO BE RELOCTED ST S EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES EXISTING OERHED ELECTRIC 4" CONCRETE SIDEWLK (TYP.) EXISTING WETLND LINE N 0 5 Feet LT MTCH EXISTING SIDEWLK ND CURB & GUTTER EXIST. 12" DIP OCU WTER MIN 5 MTCHLINE ST LT LT LT EXISTING EOP EXISTING CURB & GUTTER EXISTING CROSSWLK REMOE 6 OF GUIDERIL MTCH EXISTING SIDEWLK ND CURB & GUTTER. EXISTING CURB INLET S " E EXISTING 18" RCP PIPE 3 MTCHLINE ST EXIST. 4" PC OCU FORCEMIN EXISTING OERHED ELECTRIC TO BE RELOCTED BY ORNGE COUNTY TRFFIC ENGINEERING ST SCHOOL SPEED LIMIT W HEN FLSHING EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES TO BE RELOCTED ST S HED EXISTING WETLND LINE N 0 5 Feet EXIST. 12" DIP OCU WTER MIN 4" CONCRETE SIDEWLK (TYP.) 5 W 5 MTCHLINE ST EXISTING LE BOX TO BE DJUSTED BY ORNGE COUNTY UTILITIES TO BE FLUSH WITH TOP OF PROPOSED SIDEWLK (1 E) S " E EXISTING 18" RCP PIPE } SUREYFORSYTH RD. BM #5 EXISTING CURB INLET 3 MTCHLINE ST EXIST. 4" PC OCU FORCEMIN SITE BM #5: SET 5/8" REBR WITH CP. N = E = ELE = REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD PLN S 15 6/22/12 4:06:41 PM P:\11OR.FOR\ \roadway\PLNRD05.dgn

16 5 3 N W 6 EXISTING WETLND LINE EXIST. 12" DIP OCU WTER MIN EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES EXISTING HEDWLL EXISTING OERHED ELECTRIC 4" CONCRETE SIDEWLK (TYP.) N 0 5 Feet PI ST MTCHLINE ST EXISTING EOP S " E EXISTING CURB & GUTTER N " E } SUREYFORSYTH RD. EXISTING 18" RCP PIPE 3 MTCHLINE ST EXIST. 4" PC OCU FORCEMIN EXISTING WETLND LINE EXISTING BURIED T (BRIGHTHOUSE) EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES EXISTING OERHED ELECTRIC 4" CONCRETE SIDEWLK (TYP.) EXISTING WETLND LINE 0 5 Feet BM #6 MTCHLINE ST EXISTING CURB INLET LT BEGIN TPER EXISTING EOP EXIST. 12" DIP OCU WTER MIN EXISTING CURB N " E PROPOSED BENCHMRK LOCTION EXISTING BENCHMRK LOCTION } SUREYFORSYTH RD. SITE BM #6: SET 1" IRON PIPE END TPER EXISTING BURIED TELEPHONE (T&T) LT EXISTING 24" RCP PIPE EXISTING PEMENT MRKINGS MTCHLINE ST EXIST. 4" PC OCU FORCEMIN WITH CP. N = E = EXISTING PEMENT MRKINGS ELE =.213 EXIST. 12" DIP OCU WTER MIN REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD PLN S 16 6/22/12 4:06:45 PM P:\11OR.FOR\ \roadway\PLNRD06.dgn

17 6 SPEED LIMIT 35 N N 6 EXISTING WETLND LINE EXISTING LIGHT POLE TO BE RELOCTED ST S EXISTING OERHED ELECTRIC EXISTING OERHED TELEPHONE (T&T) 4" CONCRETE SIDEWLK (TYP.) SIDEWLK TO BE FLUSH WITH EXISTING CURB INLET 0 5 Feet EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES EXIST. 12" DIP OCU WTER MIN EXISTING LIGHT POLE MTCHLINE ST EXISTING EOP EXISTING BURIED TELEPHONE (T&T) EXISTING BURIED T (BRIGHTHOUSE) EXISTING PEMENT MRKINGS EXISTING CURB & GUTTER. EXISTING CURB INLET D EXISTING 24" RCP PIPE N " E MTCHLINE ST EXIST. 4" PC OCU FORCEMIN EXIST. 6" PC OCU FORCEMIN EXIST. 6" PC OCU FORCEMIN EXISTING LE BOX TO BE DJUSTED BY ORNGE COUNTY UTILITIES TO BE FLUSH WITH TOP OF PROPOSED SIDEWLK (1 E) EXISTING FIRE HYDRNT TO BE DJUSTED BY ORNGE COUNTY UTILITIES TO MTCH FINL GRDE (TYP.) EXISTING WETLND LINE 4" CONCRETE SIDEWLK (TYP.) EXISTING OERHED ELECTRIC EXISTING OERHED TELEPHONE (T&T) END STEEL GUIDERIL END RETINING WLL ST EXISTING LIGHT POLE TB-2 BORING 0 5 Feet MTCHLINE ST EXISTING EOP EXISTING CURB & GUTTER H W D W Y W LT BEGIN RETINING WLL BEGIN STEEL GUIDERIL ST N " E EXIST. 12" DIP OCU WTER MIN EXISTING PEMENT MRKINGS STEEL PIPE GUIDERIL LT EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES 6 EXISTING 24" RCP PIPE MTCHLINE ST EXIST. 6" PC OCU FORCEMIN REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD PLN S 17 6/22/12 4:06:49 PM P:\11OR.FOR\ \roadway\PLNRD07.dgn

18 N N 6 6 GRDE 1:6 SLOPE BEHIND STRUCTURE TO MEET EXISTING GROUND SIDEWLK TO BE FLUSH WITH EXISTING CURB INLET EXISTING OERHED ELECTRIC EXISTING OERHED TELEPHONE (T&T) 4" CONCRETE SIDEWLK (TYP.) EXISTING LIGHT POLE EXISTING WETLND LINE 0 5 Feet LT LT EXISTING 36" RCP PIPE EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES MTCHLINE ST D EXISTING EOP EXISTING PEMENT MRKINGS BM #7 S " W EXISTING CURB & GUTTER. EXIST. 12" DIP OCU WTER MIN MTCHLINE ST SITE BM #7: SET 5/8" REBR WITH CP. N = E = ELE = EXIST. 6" PC OCU FORCEMIN EXISTING WETLND LINE EXISTING OERHED ELECTRIC EXISTING OERHED TELEPHONE (T&T) EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES 4" CONCRETE SIDEWLK (TYP.) SIDEWLK TO BE FLUSH WITH EXISTING CURB INLET 0 5 Feet EXISTING 36" RCP PIPE EXISTING 36" RCP PIPE MTCHLINE ST EXISTING EOP EXISTING CURB & GUTTER S " W 14.5 LT LT EXIST. 12" DIP OCU WTER MIN MTCHLINE ST EXIST. 6" PC OCU FORCEMIN REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD PLN S 18 6/22/12 4:06:53 PM P:\11OR.FOR\ \roadway\PLNRD08.dgn

19 6 W M 6 N MTCHLINE ST EXISTING 36" RCP PIPE (TYP.) EXISTING WETLND LINE 4" CONCRETE SIDEWLK SITE BM #8: SET 1" IRON PIPE WITH CP. N = E = ELE = TO BE RELOCTED ST S PROPOSED BENCHMRK LOCTION EXISTING BENCHMRK LOCTION DJUST MNHOLE TO MTCH FINL GRDE WEIGHT LIMIT 10 TONS EXISTING FENCE TO REMIN BM #8 D TO BE RELOCTED ST S BEGIN RETINING WLL BEGIN STEEL GUIDERIL ST S " W. EXIST. 6" PC OCU FORCEMIN SPEED LIMIT EXISTING UTILITY POLE EXISTING LE BOXES TO BE DJUSTED BY OUC EXISTING OUC 12" WM LT SWCUT END RETINING WLL END STEEL GUIDERIL ST REMOE 14 OF 6" DOUBLE YELLOW PER INDEX 0 24" WHITE TYPE F CURB & GUTTER EXISTING MES TYPE F CURB & GUTTER PER INDEX 0 CR 12 PER FDOT INDEX LT LT LT SWCUT DJUST MNHOLE TO MTCH FINL GRDE SPECIL EMPHSIS CROSSWLK PER FDOT INDEX LT RT S LT LT R INDEX 4 TYPE F CURB & GUTTER PER INDEX 0 CR 12 PER FDOT 6 STOP SIGN +.9 LT EXISTING OUC 8 WM RT RT PEMENT SWCUT 12" WHITE REMOE 12 OF 24" WHITE RT SWCUT DETECTBLE WRNING SURFCE PER INDEX 4 24" WHITE (TYP.) OLD CHENEY HWY EXISTING OUC 12" WM END PROJECT ST. 52+ OLD CHENEY HWY SITE BM #9: SET 1" IRON PIPE WITH CP. N = E = ELE =.81 BM #9 EXISTING BRIGHT HOUSE NETWORKS ERIL FCILITIES 0 5 Feet EXISTING OERHED ELECTRIC EXISTING OERHED TELEPHONE (T&T) EXIST. 12" DIP OCU WTER MIN DETECTBLE WRNING SURFCE PER INDEX 4 EXISTING TECO 2" STEEL GS REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD PLN S 19 6/22/12 4:06:57 PM P:\11OR.FOR\ \roadway\PLNRD09.dgn

20 LEEL 1:4.47 WTER MIN EXISTING 2" OUC WTER MIN BEGIN ERTHWORK " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 6/22/12 4:07:05 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

21 DRIEWY 7 % 2 % 6 %.19 EXISTING 2" OUC WTER MIN WTER MIN % DRIEWY 2 % 6 %.32 EXISTING 2" OUC WTER MIN WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 21 6/22/12 4:07:06 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

22 % DRIEWY 2 % WTER MIN LEEL 1:4 87. WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 22 6/22/12 4:07:06 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

23 LEEL WTER MIN LEEL 1:4 87. WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 23 6/22/12 4:07:06 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

24 :4 2 LEEL WTER MIN LEEL 1: WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 24 6/22/12 4:07:07 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

25 2 LEEL :4.89 WTER MIN LEEL :.99 WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 25 6/22/12 4:07:07 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

26 LEEL 1: WTER MIN :4 2 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 26 6/22/12 4:07:08 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

27 WEEP HOLE PER FDOT INDEX " 1 MIN. RIPRP SHGW EL WTER MIN BEGIN GRITY WLL ST LEEL :4. WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 27 6/22/12 4:07:08 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

28 EXIST. WETLND 1 WEEP HOLE :3 1 MIN. WTER MIN SHGW EL DRIEWY 1.06 % 2 %.83 WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 28 6/22/12 4:07:08 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

29 EXIST. WETLND 2 LEEL WTER MIN EXIST. WETLND EXISTING ENDWLL 1 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 29 6/22/12 4:07:09 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

30 EXIST. WETLND 2 LEEL WTER MIN EXIST. WETLND 2 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 6/22/12 4:07:09 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

31 MTCH EXISTING WTER MIN EXIST. WETLND 2 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 31 6/22/12 4:07:09 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

32 EXIST. WETLND 1 LEEL WTER MIN EXIST. WETLND 1 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 32 6/22/12 4:07:10 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

33 EXIST. WETLND 1 LEEL WTER MIN EXIST. WETLND 1 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 33 6/22/12 4:07:10 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

34 EXIST. WETLND 1 LEEL WTER MIN EXIST. WETLND 1 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 34 6/22/12 4:07:11 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

35 EXIST. WETLND 1 LEEL WTER MIN EXIST. WETLND 1 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 35 6/22/12 4:07:11 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

36 EXIST. WETLND 1 LEEL WTER MIN EXIST. WETLND 1 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 36 6/22/12 4:07:11 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

37 EXIST. WETLND 1 LEEL WTER MIN EXIST. WETLND 1 LEEL EXISTING BURIED T (BRIGHTHOUSE) WTER MIN EXISTING BURIED TELEPHONE (T&T) " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 37 6/22/12 4:07:12 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN

38 EXIST. WETLND 1 LEEL WTER MIN EXIST. WETLND 1 LEEL WTER MIN " = 10 HORIZONTL 1" = 5 ERTICL REISIONS DEREK C. BURKE, P.E. LICENSE N. Magnolia ve. Suite 0 Phone Fax CERTIFICTE OF UTHORIZTION 6796 ORNGE COUNTY DEPRTMENT OF PUBLIC WORKS ENGINEERING DIISION 40 SOUTH JOHN YOUNG PRKWY ORLNDO, FLORID (7) 836- FORSYTH ROD 38 6/22/12 4:07:12 PM P:\11OR.FOR\ \roadway\RDXSRD01.DGN