STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONTRACT PLANS FINANCIAL PROJECT ID WASHINGTON COUNTY ( )

Transcription

1 CONTRACT PLANS COMPONENTS ROADWAY PLANS SIGNING & PAVEMENT MARKING PLANS CHIPLEY CONTRACT PLANS PENSACOLA FORT WALTON BEACH PANAMA CITY TALLAHASSEE 10 LAKE CITY 295 JACKSONVILLE ST AUGUSTINE GAINESVILLE FINANCIAL PROJECT ID LOCATION OF PROJECT OCALA DELAND 4 DAYTONA BEACH WASHINGTON COUNTY ( ) INDEX OF ROADWAY PLANS STATE ROAD 10 (US 90) 1 KEY 2 SIGNATURE 3 SUMMARY OF PAY ITEMS 4-5 TYPICAL SECTIONS SQ-1 - SQ-6 SUMMARY OF QUANTITIES 6 PROJECT NOTES 7-19 ROADWAY PLANS 20 TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS STORMWATER POLLUTION PREVENTION PLAN CTL-1 - CTL-2 * PROJECT NETWORK CONTROL T-5-N T-4-N * THESE S ARE INCLUDED IN THE INDEX OF ROADWAY PLANS BEGIN BRIDGE ONLY TO INDICATE THAT THEY ARE PART OF THE ROADWAY PLAN SET. STA R 3 THESE S ARE CONTAINED IN A SEPERATE DIGITALLY SIGNED AND SEALED DOCUMENT. TO WESTVILLE TO PONCE DE LEON GOVERNING DESIGN STANDARDS: : Florida Department of Transportation, FY Design Standards ebook (DSeB) and applicable Design Standards Revisions (DSRs) at the following website: GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, July 2016 Standard Specifications for Road and Bridge Construction at the following website: FROM THE CHOCTAWHATCHEE RIVER BRIDGE TO ST. MARYS ROAD END BRIDGE EQUATION: STA R 3 STA R 3 BK= STA R 4 AH BEGIN PROJECT STA R 2 MP CARYVILLE CSX Pop. 218 Exit A Dram Br. TO PITTMAN TO VERNON 90 1 Old Little 10 R-16-W R-15-W R-16-W R-15-W Dram T-5-N T-4-N TO BONIFAY TO BONIFAY N END PROJECT 12 STA R 4 MP EQUATION: STA R 2 BK= STA R 3 AH KEY ORLANDO NEW PORT RICHEY 75 4 TAMPA LAKELAND ST PETERSBURG BARTOW SARASOTA - BRADENTON BEE LINE EXPSWAY FLORIDA'S TURNPIKE FT MYERS 75 NAPLES KEY WEST PHASE IV SUBMITTAL AUGUST 19, 2016 ROADWAY PLANS ENGINEER OF RECORD: KIMBERLEE B. DEBOSIER, P.E. P.E. NUMBER JOHNSON, MIRMIRAN & THOMPSON, INC EAST TWIGGS STREET, SUITE 100 TAMPA, FLORIDA CONTRACT NUMBER: C-9L18 VENDOR NUMBER: CERTIFICATE OF AUTHORIZATION: 5917 FDOT PROJECT MANAGER: ZEKE HAYES (850) CONSTRUCTION CONTRACT MELBOURNE - COCOA FT PIERCE 95 WEST PALM BEACH 75 FT LAUDERDALE MIAMI FISCAL YEAR THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. T cwilson 8/18/2016 3:26:03 PM P:\Projects\017FDOT3\ \ \roadway\keysrd01.dgn

2 THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: LICENSE bere le Benrson DeBoseir No K mi PRO FESS OI NALENG STATE OF F L O RID A EER NI PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. JOHNSON, MIRMIRAN & THOMPSON, INC E. TWIGGS ST., SUITE 100 TAMPA, FL CERTIFICATE OF AUTHORIZATION 5917 KIMBERLEE BERNSON DEBOSIER, P.E THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE PONSIBLE FOR THE FOLLOWING S IN ACCORDANCE WITH RULE 61G , F.A.C. ROADWAY PLANS SQ-1 - SQ KEY SIGNATURE SUMMARY OF PAY ITEMS TYPICAL SECTIONS SUMMARY OF QUANTITIES PROJECT NOTES ROADWAY PLANS TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS STORMWATER POLLUTION PREVENTION PLAN ROAD COUNTY FINANCIAL PROJECT ID SIGNATURE 2 8/18/2016 3:26:05 PM P:\Projects\017FDOT3\ \ \roadway\signrd01.dgn

3 08/22/ :36:17 PM 08/22/ :36:17 PM FLORIDA FLORIDA PROPOSAL SUMMARY OF PAY ITEMS PROPOSAL SUMMARY OF PAY ITEMS FOR PROPOSAL: T3628 FOR PROPOSAL: T3628 LEAD PROJECT : DISTRICT : 03 COUNTY/SECTION : LEAD PROJECT : DISTRICT : 03 COUNTY/SECTION : PROJECT(S) : COUNTY : WASHINGTON PROJECT(S) : COUNTY : WASHINGTON 0001 SUMMARY OF ROADWAY 0002 SUMMARY OF SIGNING SPC ALT ITEM NUMBER ITEM UNIT QUANTITY TOTAL SPC ALT ITEM NUMBER ITEM UNIT QUANTITY TOTAL MOBILIZATION LS MAINTENANCE OF TRAFFIC (LS) WORK ZONE SIGN ED RUMBLE STRIPS, GROUND-IN, 16" CENTERLINE USED WITH RUMBLE STRIPE RUMBLE STRIPS, GROUND-IN, 8" EDGELINE USED WITH RUMBLE STRIPE GM GM CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED TEMPORARY RAISED RUMBLE STRIPS- PER DAY, INCLUDES ALL SETS AND RELOCATIONS DA LF INLET PROTECTION SYSTEM EA LITTER REMOVAL AC MOWING AC P MONITOR EXISTING STRUCTU- INSPECTION AND SETTLEMENT MONITORING LS P MONITOR EXISTING STRUCTU- VIBRATION MONITORING LS P MONITOR EXISTING STRUCTU- GROUNDWATER MONITORING LS CLEARING & GRUBBING (LS) MILLING EXIST ASPH PAVT, 1" AVG DEPTH SY MILLING EXIST ASPH PAVT, 2 1/2" AVG DEPTH SY SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B, PG76-22 TN ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC-9.5, PG TN MISCELLANEOUS ASPHALT PAVEMENT TN GUARDRAIL -ROADWAY, GENERAL TL-3 LF GUARDRAIL, ROADWAY, MODIFIED THRIE BEAM-DOUBLE FACE LF APPROACH TRANSITION TO RIGID BARRIER- BRIDGE ANCHORAGE ASSEMBLY CONNECTION, FURNISH & INSTALL APPROACH TRANSITION TO RIGID BARRIER- BRIDGE ANCHORAGE ASSEMBLY, REMOVE EA EA GUARDRAIL REMOVAL LF GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA PERFORMANCE TURF, SOD SY PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM INITIAL CONTINGENCY AMOUNT, DO NOT BID LS SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS SINGLE POST SIGN, RELOCATE AS PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM PERMANENT TAPE, WHITE, SOLID, 6" FOR CONCRETE BRIDGES GM PERMANENT TAPE, YELLOW, SOLID, 6" FOR CONCRETE BRIDGES GM THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF PAY ITEMS 3 8/22/2016 1:51:04 PM P:\Projects\017FDOT3\ \ \roadway\cessrd01.dgn

4 SURVEY SR 10 (US 90) R/W VARIES (48' MIN.) R/W (145') MILLING AND URFACING R/W LINE CLEARING & GRUBBING 2'-8" SOD VARIES 4'-7' SHLDR. PAVT. VARIES 32' TO 38' 12' 12' VARIES 4'-7' SHLDR. PAVT. CLEARING & GRUBBING 2'-8" SOD R/W LINE NATURAL GROUND MATCH EXISTING MATCH EXISTING NATURAL GROUND 1.25" 1.5" STRUCTURAL COURSE TRAFFIC DATA DESIGN HOUR T = 4.68% DESIGN SPEED = 55 MPH MILL 2.5" FC-9.5 (AVG. DEPTH) CURRENT YEAR = 2015 AADT = 2,700 N.T.S. ESTIMATED OPENING YEAR = 2019 AADT = 2,900 ESTIMATED DESIGN YEAR = 2039 AADT = 3,500 K = 9.5% D = 55.8% T = 9.36% (24 HOUR) 12.5' 1":50' TRANSITION DETAIL MILL DEPTH VARIES 2.5" " GEORGE L. DICKENSON BRIDGE ( ) LIMITS SR 10 (US 90) STA R 3 TO STA R 3 BEGIN/END CONSTRUCTION AND BRIDGE APPROACH SLABS EXIST. SURFACE R/W LINE SEE PLANS FOR LIMITS OF PROPOSED GUARDRAIL AND MISC. ASPHALT PAVEMENT (INDEX 105) MILLING MILL EXISTING ASPHALT R/W VARIES (40' MIN.) SHOULDER TREATMENT I 4'-4" CLEAR & GRUB NATURAL GROUND PAVEMENT FOR DEPTH (2.50") URFACING 5' SHLDR. PAVT. MILLING AND URFACING 34' 12' 12' SURVEY SR 10 (US 90) 5' SHLDR. PAVT. R/W VARIES (40' MIN.) 12' SHOULDER 12' SHOULDER SOD TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1.50") PG AND FRICTION COURSE FC-9.5 (TRAFFIC B) (1.25") PG TYPICAL SECTION 1 STA R 2 TO STA R 2 STA R 3 TO STA R 3 STA R 3 TO STA R 3 MATCH EXISTING SR 10 (US 90) MATCH EXISTING TYPICAL SECTION 2 SR 10 (US 90) STA R 2 TO STA R 3 SOD EQUATION: STA R 2 BK = STA R 3 AH STA R 3 TO STA R4 EQUATION: STA R 3 BK = STA R 4 AH SHOULDER TREATMENT I (INDEX 105) SEE PLANS FOR LIMITS OF PROPOSED GUARDRAIL AND MISC. ASPHALT PAVEMENT 4'-4" CLEAR & GRUB NATURAL GROUND SHOULDER MILLING MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1.00") SHOULDER PAVEMENT URFACING FRICTION COURSE FC-9.5 (TRAFFIC B) (1.25") PG R/W LINE THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS (1) 4 8/18/2016 3:26:07 PM P:\Projects\017FDOT3\ \ \roadway\TYPSRD01.dgn

5 SURVEY VARIES (39.6' TO 70.8') CENTER OF BOAT RAMP ROAD R/W VARIES (170' MIN.) R/W VARIES (40' MIN.) NATURAL GROUND SHOULDER TREATMENT I (INDEX 105) SOD 7'-4" CLEAR & GRUB CLEAR & GRUB STABILIZE NATURAL GROUND WITH MILLINGS (6" THICK) VARIES FT ALTERNATE SHOULDER STABILIZATION TO URFACING 22'± 11'± 11'± MATCH EXISTING MATCH EXISTING TYPICAL SECTION 3 BOAT RAMP ROAD STA R 1 TO STA R 2 URFACING TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1.50") PG SHOULDER TREATMENT I (INDEX 105) SOD 7'-4" CLEAR & GRUB NATURAL GROUND CLEAR & GRUB STABILIZE NATURAL GROUND WITH MILLINGS (6" THICK) VARIES FT ALTERNATE SHOULDER STABILIZATION TO R/W LINE THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS (2) 5 8/18/2016 3:26:08 PM P:\Projects\017FDOT3\ \ \roadway\TYPSRD01.dgn

6 SUMMARY OF LUMP SUM ITEMS PAY ITEM PAY ITEM QUANTITY P F DESIGN NOTES CONSTRUCTION REMARKS MOBILIZATION 1 SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS PAY ITEM PAY ITEM UNIT PHASE I PHASE II DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL TOTAL DAYS P P DAYS P P P F MAINTENANCE OF TRAFFIC LS 1 93 DAYS WORK ZONE SIGN (PER ADVANCE WARNING DIAGRAM) ED WORK ZONE SIGN (PER INDEX) CHANNELIZING DEVICE ED TEMPORARY RETROREFLECTIVE PAVT MARKER EA PORTABLE CHANGEABLE MESSAGE SIGN-TEMPORARY ED TEMPORARY RAISED RUMBLE STRIPS DA PAINTED PAVEMENT MARKING, WHITE, SOLID, 6" GM PAINTED PAVEMENT MARKING, WHITE, SOLID, 24" LF PAINTED PAVEMENT MARKING, YELLOW, SOLID, 6" GM PAY ITEM PAY ITEM SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS UNIT PHASE DURATION QUANTITY TOTAL TOTAL 2394 GRAND TOTAL DAYS P P P F P F MAINTENANCE OF TRAFFIC LS WORK ZONE SIGN (PER ADVANCE WARNING DIAGRAM) ED WORK ZONE SIGN (PER INDEX) CHANNELIZING DEVICE ED TEMPORARY RETROREFLECTIVE PAVT MARKER EA PORTABLE CHANGEABLE MESSAGE SIGN-TEMPORARY ED TEMPORARY RAISED RUMBLE STRIPS DA PAINTED PAVEMENT MARKING, WHITE, SOLID, 6" GM PAINTED PAVEMENT MARKING, WHITE, SOLID, 24" LF PAINTED PAVEMENT MARKING, YELLOW, SOLID, 6" GM DESIGN NOTES DESIGN NOTES CONSTRUCTION REMARKS CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (1) SQ-1 8/18/2016 3:26:09 PM P:\Projects\017FDOT3\ \ \roadway\sumqrd01.dgn

7 SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES LOCATION SIDE SEDIMENT BARRIER INLET PROTECTION SYSTEM DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. LF EA P F P F to RT 92.6 SILT FENCE (DOUBLE ROW) to RT/LT SILT FENCE (DOUBLE ROW) to RT 76.4 SILT FENCE to RT SILT FENCE to LT SILT FENCE LT RT LT RT to RT SILT FENCE to LT SILT FENCE to RT SILT FENCE LT RT LT RT to RT SILT FENCE LT RT to LT SILT FENCE LT RT to RT SILT FENCE to RT SILT FENCE SUB-TOTAL: TOTAL: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (2) SQ-2 8/18/2016 3:26:09 PM P:\Projects\017FDOT3\ \ \roadway\sumqrd01.dgn

8 SUMMARY OF LITTER REMOVAL AND MOWING CONST. PHASE LOCATION STA. TO STA. SIDE DURATION (DAYS) FREQUENCY (DAYS) LITTER REMOVAL MOWING AREA AREA AREA AREA CYCLES AC/ TOTAL (AC) CYCLES AC/ TOTAL (AC) ID ID CYCLE P F CYCLE P F TO RT TO RT TO RT TO RT TO LT TO LT TO LT TO LT TO LT TO RT TO LT TO LT TO LT TO RT TO LT TO RT TO LT TO LT TO RT TO RT TO LT TO LT TO RT TO LT TO RT TO RT TO LT TO RT TO LT SUB-TOTAL: SUB-TOTAL: TOTAL: TOTAL: DESIGN NOTES CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (3) SQ-3 8/18/2016 3:26:09 PM P:\Projects\017FDOT3\ \ \roadway\sumqrd01.dgn

9 SUMMARY OF MONITOR EXISTING STRUCTU SITE LOCATION STRUCTURE USAGE INSPECTION & SETTLEMENT MONITORING VIBRATION MONITORING GROUNDWATER MONITORING DESIGN NOTES CONSTRUCTION REMARKS ADDS AND/OR STA. LS LS LS P F P F P F TOTAL: THIS LIST INCLUDES EXISTING STRUCTU (AS DETERMINED BY THE DEPARTMENT) LOCATED OUTSIDE THE LIMITS SPECIFIED IN ARTICLE OF THE FDOT SPECIFICATIONS THAT ARE REQUIRED TO BE MONITORED. THIS LIST SHOULD NOT BE CONSIDERED ALL INCLUSIVE AND DOES NOT CONTAIN EXISTING STRUCTU TO BE MONITORED THAT ARE LOCATED WITHIN THE DISTANCES SPECIFIED IN ARTICLE PAY ITEM PAY ITEM LOCATION SUMMARY OF REMOVAL ITEMS SIDE AREA ID UNITS (LS) SECONDARY UNITS (IF LUMP SUM) TOTAL STA. TO STA. AREA (AC) P F CLEARING & GRUBBING to RT to LT/RT to RT to RT to RT to LT to LT to RT to LT to LT to RT to LT to RT to LT to LT to RT to LT to LT to RT to RT to RT to LT to RT DESIGN NOTES CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (4) SQ-4 8/18/2016 3:26:10 PM P:\Projects\017FDOT3\ \ \roadway\sumqrd01.dgn

10 SUMMARY OF PAVEMENT PAY ITEM PAY ITEM STA. TO STA. LOCATION SIDE AREA UNIT QUANTITY TOTAL ID P F P F DESIGN NOTES CONSTRUCTION REMARKS MILLING EXISTING ASPHALT PAVEMENT, 1" TO SHOULDERS LT SY TO RT TO LT TO RT TO LT TO RT TO LT TO RT TO LT TO RT LOCATION STA. TO STA TO LT TO RT MILLING EXISTING ASPHALT PAVEMENT, 2.5" TO TRAVEL LANES LT/RT SY TO TRAVEL LANES LT/RT SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B TO TRAVEL LANES LT/RT TN PG TO TRAVEL LANES LT/RT TO BOAT RAMP ROAD RT ASPHALT CONCRETE FRICTION COURSE, TRAFFIC B TO TRAVEL LANES LT/RT TN FC-9.5, PG TO TRAVEL LANES LT/RT TO SHOULDERS LT TO RT TO LT TO RT TO LT TO RT TO LT TO RT TO LT TO RT TO LT TO RT TBD STABILIZATION WITH MILLINGS TO BOAT RAMP ROAD SHLDRS RT SY TO LT/RT SUMMARY OF MISCELLANEOUS ASPHALT PAVEMENT SIDE AREA ID THICK (IN) TO LT TO RT TO LT TO RT TO LT TO RT P SUB-TOTAL: TOTAL: UNDER GUARDRAIL (TN) F DESIGN NOTES 18, CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (5) SQ-5 8/18/2016 3:26:10 PM P:\Projects\017FDOT3\ \ \roadway\sumqrd01.dgn

11 SUMMARY OF GUARDRAIL LOCATION SIDE GUARDRAIL GUARDRAIL THRIE BEAM BRIDGE ANCHORAGE ASSEMBLY BRIDGE ANCHORAGE ASSEMBLY REMOVAL GUARDRAIL REMOVAL END ANCHORAGE ASSEMBLY DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. LF LF EA EA LF EA P F P F P F P F P F P F to LT to RT to LT to RT to LT to RT SUB-TOTAL: TOTAL: LOCATION STA. TO STA. SIDE SUMMARY OF PERFORMANCE TURF AREA ID PERFORMANCE TURF (SOD) P SY F DESIGN NOTES TO RT BOAT RAMP ROAD TO RT BOAT RAMP ROAD TO RT TO LT TO RT TO LT TO LT TO RT TO LT TO LT TO RT TO LT TO RT TO LT TO LT TO LT TO RT TO LT TO RT TO RT TO LT TO LT TO RT TO RT TO RT TO LT TO RT SUB-TOTAL: TOTAL: 8885 CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (6) SQ-6 8/18/2016 3:26:10 PM P:\Projects\017FDOT3\ \ \roadway\sumqrd01.dgn

12 PROJECT NOTES UTILITY NOTES BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). IN ACCORDANCE WITH FDOT SPECIFICATION SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE: CHOCTAWHATCHEE CATFISH ROUND-UP TOURNAMENT - THE LAST WEEKEND IN MAY. WORM FIDDLING FESTIVAL - TO BE DETERMINED BY TOWN OF CARYVILLE EXCESS MILLING TO BE USED TO STABILIZE BOAT RAMP ROAD SHOULDERS. 1.THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED VV, VH, AND VVH) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLYONLYAT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. 2. EXISTING UTILITIES ARE TOREMAIN IN PLACE UNLESS OTHERWISE NOTED. 3.UTILITY AGENCIES/OWNERS: PER APPROVED PAVEMENT DESIGN, USE STATIC COMPACTION ONLY ON THIS PROJECT. ACCESS TO THE CAREYVILLE PUBLIC BOAT RAMP ON BOAT RAMP ROAD MUST BE MAINTAINED DURING CONSTRUCTION. COMPANY CONTACT TELEPHONE NUMBERS/EXT. AT&T COMM, INC NANCY SPENCE (770) S SALEM ROAD, 1ST FLOOR-AID CONYERS, GA CENTURYLINK MICHAEL HAGLER (LOCATE/PROTECT) (855) BLAIRSTONE ROAD, RM 113 JEFF SCAIFE (CABLE CONSTRUCTION) (850) TALLAHASSEE, FL GULF POWER, CHIPLEY AREA ENGINEERING (800) JACKSON AVENUE CHIPLEY, FL WEST FLORIDA ELECTRIC CO-OP KEITH L. VARNUM (850) P.O. BOX 127 GRACEVILLE, FL THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID PROJECT NOTES SR 10 WASHINGTON /18/2016 3:26:11 PM P:\Projects\017FDOT3\ \ \roadway\gnntrd01.dgn

13 WATER SCALE: 1" = 50' CHOCTAWHATCHEE RIVER N BEGIN CONSTRUCTION STA R 1 waters edge conc slab rock rip rap concrete boat ramp waters edge asphalt rock rip rap CHOCTAWHATCHEE RIVER BRIDGE #BR BEGIN (DOUBLE ROW) STA R 1, 34.55' RT STA R 1, 38.25' RT BEGIN MILLING & URFACING BOAT RAMP ROAD END (DOUBLE ROW) STA R 1, 56.82' RT R ' RT R ' RT R ' RT R ' LT miled asphalt 4' barbed wire R ' LT private asphalt/rock/dirt BEGIN (DOUBLE ROW) STA R 1, 97.62' RT no parking no date 8' chainlink pavement edge W LIGHT W\METER SR 10 (US90) OF BOAT RAMP ROAD private asphalt/rock/dirt 1.5"HDPE ducts (6) R ' LT R ' RT R ' RT R ' RT END (DOUBLE ROW) STA R 1, 29.52' LT 16' 16' 4' barbed wire SURVEY LEGEND ' ' BOAT RAMP ROAD URFACING STABILIZED WITH MILLINGS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (1) 7 8/18/2016 3:26:13 PM P:\Projects\017FDOT3\ \ \roadway\planrd01.dgn

14 WATER SCALE: 1" = 50' N ' ' ' 16' 4' barbed wire BEGIN STA R 1, 88.19' RT L-2 no flag wetland line as marked by others SR 10 (US90) pavement edge asphalt crown L-1 no flag SURVEY 1.5"HDPE ducts (6) END STA R 1, 88.65' RT OF BOAT RAMP ROAD private asphalt/rock/dirt dead end 500' ahead no date pavement edge BEGIN STA R 1, 96.17' RT private asphalt/rock/dirt BRIDGE #BR K-3 no flag asphalt 16' 16' sprint LEGEND K ' ' R 1, 95.32' RT BEGIN WIDTH TAPER BOAT RAMP ROAD URFACING STABILIZED WITH MILLINGS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (2) 8 8/18/2016 3:26:15 PM P:\Projects\017FDOT3\ \ \roadway\planrd02.dgn

15 16' 18" CMP BEGIN PROJECT BEGIN MILLING & URFACING STA R 2 BM 1 FDOT BRASS DISK IN BRIDGE RAIL STAMPED B01V STA R 2, 23.22' LT N E ELEV STA R 2, 21.67' LT BEGIN GUARDRAIL TL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 BEGIN STA R 2, 56.44' LT R ' LT A R ' LT R ' LT R ' LT A R ' LT R ' LT 0.7FT WIDE 0.7FT WIDE A-3 WETLAND A SCALE: 1" = 50' R ' LT R ' LT pavement change wetland line as marked by others EQUATION: PI Sta R 1 BK = Sta R 2 AH 9" WOOD foc warning post CONC guardrail pavement on bridge centerline of SR 10 pavement on bridge CONC guardrail 4X6" WOOD POST 7FT AG W/2" X 5' CAPPED STEEL rock rip rap PIPE ATTACHED rock rip rap BM 1 K-1 no flag CONC MONUMENT GEORGE LDICKENSON BRIDGE 3.3FT WIDE X 2.3 LONGX 4.5' AG STEEL SIGN ON CONC BASE CHOCTAWHATCHEE RIVER DOF07/13 DOI2013 BM GPS1 PI STA R 1 CURVE AHEAD NO INFO BM GPS1 N E ELEV back of curb back of curb BOAT RAMP ROAD DBLYELLOW LL DBLYELLOW LL BOAT RAMP ROAD 1.5"HDPE ducts (6) 4"x4" CONC. MONUMENT WITH FDOT ALUMINUM DISK STAMPED B14G STA R 2, 29.11' RT DOUBLE YLW LL SPEED LIMIT 20 NO INFO catch basin catch basin 18" RCP catch basin 18" RCP 18" CMP catch basin 10"WOOD STOP+BOAT RAMP ROAD NO INFO LEGEND MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") STABILIZED WITH MILLINGS rock rip rap N ' ' BRIDGE #BR R 1, 45.32' RT BEGIN WIDTH TAPER R 1, 41.29' RT END WIDTH TAPER SURVEY 16' OF BOAT RAMP ROAD R ' RT SCHEME 2 STA R 2, 23.73' LT END GUARDRAIL TRANSITION SR 10 (US90) REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT STA R 2, 22.94' RT END GUARDRAIL TRANSITION STA R 2, 21.34' RT BEGIN GUARDRAIL TL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, END R 1, 85.12' RT STA R 2, ' RT END WIDTH TAPER REMOVE EXSITING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT SURVEY STA R 2, 26.74' RT END GUARDRAIL TL-3 WITH FLARED END ANCHORAGE ASSEMBLY STA R 2, 16.65' RT END MILLING & URFACING BOAT RAMP ROAD R ' LT INLET PROTECTION (TYP) 4 LOCATIONS ' 68.85' BOAT RAMP ROAD URFACING THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (3) 9 8/18/2016 3:26:16 PM P:\Projects\017FDOT3\ \ \roadway\planrd03.dgn

16 165.66' 68.85' rock rip rap CURVE AHEAD DOF2000 DOI2000 buried telephone R ' LT WETLAND A A-4 REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT R ' LT R ' LT PC STA R 2 A-5 rock rip rap THE LAWTON CHILES TRAIL FDOT R ' LT CURVE DATA BL1 PI STA. = R 2 T = L = 1, R = 1, PC STA. = R 2 PT STA. = R 2 BK = e = ± END STA R 2, 56.44' LT R ' LT R 3 AH A-6 rock rip rap 426 A R ' LT below grade vault STA R 2, 28.95' LT END GUARDRAIL TL-3 WITH FLARED END ANCHORAGE ASSEMBLY SR 10 (US90) SURVEY FL HWY PATROL 1.5"HDPE ducts (6) 427 DIAL *FHP FDOT SIGN SHOP MARCH FDOT INSTALLED 08/08 9"WOOD WARNING BURIED CABLE SPRINT CURVE BL1 WARNING FOC AT&T R ' RT GRASS STEELCABLE GATE GRASS DOUBLE YLW LL BM A R ' LT BM A1 SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA R 2, 23.93' RT N E ELEV LEGEND SCALE: 1" = 50' R ' RT R ' RT MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") 67.04' N ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (4) 10 8/18/2016 3:26:18 PM P:\Projects\017FDOT3\ \ \roadway\planrd04.dgn

17 SCALE: 1" = 50' N R ' LT BEGIN STA R 2, 78.75' LT R ' LT ' 67.04' R ' RT R ' RT B-2 B-1 broken concrete rip rap 0.7 FT WIDE WETLAND B B-4 broken concrete rip rap STRAIGHT ENDWALL 10' W X 6' H CBC BURIED FIBER SPEED LIMIT 45 AHEAD FDOT SIGN SHOP 10/11 FDOT INSTALLED MAR. B-3 OPTIC CABLE AT&T B-5 BEGIN STA R 2, ' RT STEELCATTLE 4' GATE R ' RT DIRT C R ' RT R ' RT C-2 END STA R 2, ' RT ' RT R ' LT R 2 BROKEN AP PI STA R 2 GRASS/DIRT STEELCABLE 4' GATE WETLAND C AP 1.5"HDPE ducts (6) C CURVE BL R ' LT CURVE DATA BL1 PI STA. = R 2 T = L = 1, R = 1, PC STA. = R 2 C-4 PT STA. = R 2 BK = e = ± SR 10 (US90) R ' RT R 3 AH SURVEY WARNINGBURIED CABLE ATT END STA R 2, 65.86' LT R ' RT R ' LT SPEED LIMIT 55 FDOT SIGN SHOP AUG. 07 FDOT INSTALLED DEC. 08 SPEED LIMIT 45 FDOT SIGN SHOP APRIL12 LEGEND MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") 83.54' ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (5) 11 8/18/2016 3:26:19 PM P:\Projects\017FDOT3\ \ \roadway\planrd05.dgn

18 EQUATION: PT Sta R 2 BK = Sta R 3 AH PC STA R 3 4X4 WOOD POST 6' AG STEELCABLE GATE 4X4 WOOD POST 6' AG R ' LT R ' LT SCALE: 1" = 50' 83.54' 437 GRASS GRASS MES AP PETERSON AVE. 18"RCP AP MES R ' LT CHAIN LINK 4' DBLGATE CHAIN LINK 4' PALM 16" N 438 OAK 84" ' BM A2 BEGIN STA R 2, ' RT BM A2 SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA R 2, 21.84' RT N E ELEV R ' RT D-1 D-2 CURVE BL1 WETLAND D 439 D-3 D-4 CURVE DATA BL1 T = L = 1, R = 1, " WOOD 440 LINE COMES FROM UNDERGROUND PI STA. = R 2 PC STA. = R 2 PT STA. = R 2 BK = e = ± SURVEY R ' RT R 3 AH SR 10 (US90) DBL YELLOW LL END STA R 2, 99.75' RT ' RT R ' RT R 2 1.5"HDPE ducts (6) 9" WOOD CURVE BL2 CURVE DATA BL2 PI STA. = R 3 T = L = 1, R = 21, PC STA. = R 3 PT STA. = R 3 e = ± RC LEGEND 444 MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") 40.33' 39.67' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (6) 12 8/18/2016 3:26:21 PM P:\Projects\017FDOT3\ \ \roadway\planrd06.dgn

19 WATER WATER WATER guy wire SCALE: 1" = 50' N R ' LT 40.33' 39.67' 9" WOOD 3"X4" WOOD POST 6.0 AG WOODEN SIGN OF THE WORLD CHAIN LINK 4' OAK 34" WELCOME TO CARYVILLE WORM FIDDLIN CAPITAL below grade vault WARNING BURIED CABLE SPRINT BURIED FIBER OPTIC CABLE ATT SPRINT 7" WOOD ABANDONED BURIED FIBER OPTIC CABLE ATT BROKEN AP COMM BURIED FIBER OPTIC CABLE ATT CHAIN LINK 4' sidewalk PVC PIPE W/CHAIN 3' PVC PIPE W/CHAIN 3' POST OFFICE RIGHT ARROW BURIED FIBER OPTIC CABLE ATT STRAIGHT ENDWALL W/ CONC BAGS 0.9 WIDE catch basin (2) 6"X8" CONC POST 3' AG 18" RCP 4" pvc " WOOD W/STREET LIGHT CURVE BL R ' LT R ' LT 1.5"HDPE ducts (6) SPRINT STOP FDOT DOS 01 DOI 01 STOP CHURCH AVE concrete DIRT COMM 9" WOOD ABANDONED SPRINT STRAIGHT ENDWALL 0.9 WIDE SURVEY BM A ' RT BM A3 SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA R 3, 22.98' RT N E ELEV CHURCH AVE. CHURCH AVE. SR 10 (US90) R R ' RT R ' LT PI STA R 3 CURVE DATA BL2 PI STA. = R 3 T = L = 1, R = 21, PC STA. = R 3 PT STA. = R 3 e = ± RC R R ' LT 49.21' LT 12" WOOD 24" RCP BROKEN AP COMM DIRT COMM AP WARNING BURIED CABLE SPRINT DBLYELLOW LL STEELOVERHANG concrete GAS PUMP (2) (2) 10"X10" STEEL SUPPORT COLUMN 9" WOOD COMM AP 10" WOOD w light AP COMM 8" STEEL POST W/LIGHTED SIGN PETRO LEGEND 451 MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") 56.08' 46.55' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (7) 13 8/18/2016 3:26:23 PM P:\Projects\017FDOT3\ \ \roadway\planrd07.dgn

20 56.08' 46.55' COMM WATER PT STA R 3 WATER WATER 84.90' 89.76' SCALE: 1" = 50' N 90 WEST AUG. 08 FDOT JCT 279 WASHINGTON COUNTY FDOT DOF 01 DOI 01 FIRE TRUCK 10"WOOD W/STREET LIGHT FDOT SIGN SHOP INSTALLED DEC 08 STOP DOI 7/01 FDOT DOF 01 asphalt pavement DBL YELLOW LL DIRT TRAIL DIRT COMM SPEED LIMIT 45 FDOT DOF 01 DOI FDOT SIGN FABRICATION JULY03 FDOT INSTALLED 03/05 (2) REFLECTOR NO INFO RIGHT AND LEFT ARROW FDOT INSTALLED 07/01 SPRINT AYCOCK AVE. CURVE BL2 9"WOOD 4X4 WOOD POST 5' AG W/ELECTRICAL OUTLET ATTACHED TO I-10 RIGHT ARROW FDOT DOI 01 DOF 01 DIRT TRAIL 8" WOOD CURVE DATA BL2 POST 5' AG DIRT 2" DIA. WOOD W/STREET LIGHT WOOD FRAME POLE 4404 BARN FOR FLEAMARKET PI STA. = R 3 T = L = 1, R = 21, PC STA. = R 3 PT STA. = R 3 e = ± RC R ' LT AP DIRT 6" WOOD W/ELEC METER WASHINGTON COUNTY 279 RIGHT ARROW FDOT DOF 01 DOI R ' RT WOODEN SIGN CARYVILLE FLEA MARKET catch basin DIRT TRAIL 18"RCP W AITS AVE. SURVEY 18" RCP RIGHT AND LEFT ARROW INFO ILLEGIBLE STOP FDOT DOF 01 DOI 01 WAITS AVE + OLD SPANISH TRAIL NO INFO catch basin STA R 3, 30.57' LT BEGIN GUARDRAIL TL-3 WITH FLARED END ANCHORAGE ASSEMBLY SPRINT (3) REFLECTOR NO INFO GAS PUMP + LEFT ARROW NO INFO asphalt pavement SPIRIT FILLED CHURCH WASHINGTON COUNTY 279. LEFT ARROW OF GOD IN CHRIST LEFT FDOT DOF 01 DOI 01 guardrail & RIGHT ARROW NO INFO 2 SIDED BURIED FIBER OPTIC CABLE 12"WOOD W/STREET LIGHT BM 2 SR 10 (US90) BM 2 15'R R ' RT 4"x4"CONC. MONUMENT WITH FDOT BRASS DISK STAMPED X01V STA R 3, 78.64' RT N E ELEV REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT INLET PROTECTION (TYP) 2 LOCATIONS asphalt pavement DBL YELLOW LL guardrail SPEED LIMIT 45 TO I-10 LEFT ARROW FDOT DOF 01 DOI 01 FDOT INSTALLED 07/ WIDE ENDWALL 18" RCP 18" CMP catch basin catch basin 12" WOOD FIRE TRUCKFDOT SIGN FABRICATION 08/03 DOT INSTALLED 03/05 below grade vault back of curb face of curb face of curb back of curb BURIED FIBER OPTIC CABLE SPRINT BURIED FIBER JCT 279 WASHINGTON COUNTY FDOT STA R 3, 44.72' RT BEGIN GUARDRAIL TL-3 WITH END ANCHORAGE ASSEMBLY BM A4 BM A4 SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA R 3, 19.16' RT N E ELEV REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT DOF 01 DOI 01 OPTIC CABLE SPRINT LEGEND MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (8) 14 8/18/2016 3:26:24 PM P:\Projects\017FDOT3\ \ \roadway\planrd08.dgn

21 18" RCP 18 RCP ' 89.76' REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT STA R 3, 23.29' LT BEGIN GUARDRAIL TRANSITION REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT BEGIN STA R 3, 56.44' LT BM 4 FDOT BRASS DISK IN BRIDGE RAIL STAMPED A02V STA R 3, 22.78' LT N E ELEV N SCALE: 1" = 50' R ' LT INLET PROTECTION (TYP) 2 LOCATIONS STA R 3 END MILLING & URFACING STA R 3, 23.31' LT END GUARDRAIL TRANSITION INLET PROTECTION (TYP) 2 LOCATIONS R ' LT 84.90' MES 18"RCP catch basin R ' RT back of curb face of curb face of curb E-1 catch basin catch basin E-6 E-5 E-2 E-4 E-3 DBL YELLOW LL CONC guardrail pavement over bridge pavement over bridge CONC guardrail back of curb face of curb SPRINT BM 3 12" WOOD WETLAND E W/STREET LIGHT R ' RT BM 3 RAIL STAMPED A01V N E ELEV FDOT BRASS DISK IN BRIDGE STA R 3, 23.24' RT STA R 3, 21.18' LT END GUARDRAILTL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 STA R 3, 22.01' RT END GUARDRAILTL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 STA R 3, 24.11' RT BEGIN GUARDRAIL TRANSITION REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT R ' RT SURVEY CYPS SLOUGH CYPS SLOUGH SR 10 (US90) BRIDGE #BR R ' RT R ' RT R ' RT URFACING STA R 3, 21.41' LT STA R 3 BEGIN MILLING & BEGIN GUARDRAILTL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 STA R 3, 22.07' RT BEGIN GUARDRAILTL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 BEGIN STA R 3, 56.44' RT E-8 E-9 BM 4 WETLAND E E-7 AND J-1 catch basin catch basin G-2 G-1 12WOOD 36"RCP catch basin EAST 90 MES E-10 E back of curb face of curb EOP SIGN SHOP 11/11 FDOT INSTALLED 12/14 WETLAND J BM A5 WETLAND G N E ELEV RCP back of curb BM A5 SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT STA R 3, 24.27' RT END GUARDRAIL TRANSITION STA R 3, 17.99' RT LEGEND MAINLINE MILLING (2.5") 83.36' SHOULDER MILLING (1.0") THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (9) 15 8/18/2016 3:26:26 PM P:\Projects\017FDOT3\ \ \roadway\planrd09.dgn

22 217.16' ' SCALE: 1" = 50' N REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT STA R 3, 30.32' LT END GUARDRAILTL-3 WITH FLARED END ANCHORAGE ASSEMBLY R ' LT ABANDONED ROAD BROKEN asphalt ROAD CLOSED FDOT DOF 01 DOI ' 0.7 WIDE ENDWALL F-1 F-7 18 CMP 18 RCP catch basin catch basin guardrail guardrail G-3 G-4 asphalt pavement asphalt pavement WETLAND J R ' RT 29.57' LT WETLAND G REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT R R ' LT R ' RT WETLAND F J R ' LT R ' LT SR 10 (US90) MES F-2 F-5 F-6 24" RCP 24" RCP MES J-3 REFLECTOR STA R 3, 29.87' RT SURVEY END GUARDRAILTL-3 WITH FLARED END ANCHORAGE ASSEMBLY R ' LT NO INFO 18"RCP GRASS LEGEND MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") 86.08' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (10) 16 8/18/2016 3:26:27 PM P:\Projects\017FDOT3\ \ \roadway\planrd10.dgn

23 232.86' ' 86.08' ABANDONED ROAD BROKEN asphalt WETLAND F FDOT DOF 01 DOI 01 10" WOOD 836 COMM BROKEN AP SPEED LIMIT 45 NO INFO F-3 F-4 STOP+PALMER DR CARYVILLE CEMETERY MES MES NO INFO BROKEN asphalt REFLECTOR NO INFO LEFT AND RIGHT ARROW INFO ILLEGIBLE FDOT SIGN SHOP 02/14 FDOT INSTALLED 04/ SR 10 (US90) END STA R 3, 36.36' LT R ' LT R ' LT PALMER DR. 18" RCP 10"WOOD W/ LIGHT R ' LT R ' LT (2) REFLECTOR 12" WOOD 10"WOOD DIRT TRAIL COMM DIRT N SCALE: 1" = 50' 40.74' DBL YLW LL MES GRASS 24"CMP BM A6 10" WOOD BM A6 MES SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA R 3, 23.11' RT N E ELEV WETLAND G SURVEY (3) REFLECTOR NO INFO LEFT AND RIGHT ARROW DOI R ' RT JCT WASHINGTON COUNTY 179 FDOT DOF 01 DOI END STA R 3, 35.87' RT R ' RT R ' RT G-5 G-6 18" RCP SESSOMS AVE OLD SPANISH TRAIL NO INFO STOP+SESSOMS ST FDOT DOF 01 DOI H-2 MES MES 30"RCP SESSOMS AVE. 10" WOOD SPRINT H R ' RT 12" WOOD W/ LIGHT WETLAND H R ' RT BEGIN STA R 3, 34.16' RT LEGEND MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (11) 17 8/18/2016 3:26:28 PM P:\Projects\017FDOT3\ \ \roadway\planrd11.dgn

24 175.72' WATER WATER ' 40.74' DBL YLW LL BM A7 WETLAND H SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA R 3, 26.81' LT N E ELEV "WOOD WOOD SIGN CONC POOR COND TOWN OF CARYVILLE TOWN ORDINANCE WASHINGTON COUNTY 179 LEFT ARROW FDOT DOF 01 DOI 01 10"WOOD W/STREET LIGHT MES DIRT COMM H-4 H-3 CARYVILLE BABTIST CHURCH WELCOME COMM BROKEN AP BM A7 LEFT AND RIGHT ARROW NO INFO CEDAR GROVE BAPTIST CHURCH CARYVILLE EVANGELISTIC CENTER WRIGHTS CREEK RD HIGHWAY 90 STOP NO INFO 18" RCP BROKEN AP 9" WOOD 10" WOOD I-1 I-2 MES WASHINGTON COUNTY 179 NORTH FDOT DOF 01 DOI 01 12" WOOD POURED CONC CURBING 0.6 WIDE SHOP CENTER WETLAND-I GRAVEL/DIRT EAST 90 FDOT DOF 01 DOI 01 I-3 I-4 ST MARY AME CHURCH 1.5 MILES RIGHT ARROW POURED CONC CURBING 0.6 WIDE SHOP CENTER 24"RCP GRAVEL/DIRT CABLE STOP HWY 90 NO INFO COMM DIRT COMM DBL YLW LL ST MARYS RD MES MES 10" WOOD W/STREET LIGHT SPRINT 9" WOOD 9" WOOD W/STREET LIGHT 10" WOOD BURIED BURIED CABLE BURIED CABLE FIBER OPTIC CABLE SPEED LIMIT 45 below grade vault ' RT R ' LT R ' RT END STA R 3, 34.86' RT R ' LT WRIGHT'S CREEK RD R ' LT SURVEY R ' RT R ' RT SR 10 (US90) END STA R 3, 44.67' RT R 3 BEGIN 43.34' RT STA R 3, 34.26' RT ST. MARY'S RD R ' RT FDOT DOF 05 DOI 05 12" WOOD EQUATION: POT Sta R 3 BK = Sta R 4 AH LEGEND N 67.54' STRAIGHT ENDWALL 0.9 WIDE SCALE: 1" = 50' MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (12) 18 8/18/2016 3:26:30 PM P:\Projects\017FDOT3\ \ \roadway\planrd12.dgn

25 132.54' BM A8 FND 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA R 4, 21.92' LT N E ELEV BM 6 4"x4" CONC. MONUMENT WITH FDOT ALUMINUM DISK STAMPED B01V STA R 4, 61.22' LT N E ELEV END PROJECT STA R 4 N SCALE: 1" = 50' 67.54' STRAIGHT ENDWALL 0.9 WIDE 30" RCP STRAIGHT ENDWALL 0.9 WIDE JCT WASHINGTON COUNTY 179 FDOT DOF 01 DOI "WOOD BM A8 PC STA R 4 SPEED LIMIT 45 FDOT SIGN SHOP 08/04 INSTALLED 07/11 SPEED LIMIT 55 INFO ILLEGIBLE MES 10" WOOD CRUSHED AP WOODBOARD SIGN ABANDONED 24"CMP MES DBL YLW LL MES BM 6 CRUSHED AP 24"RCP 10"WOOD MES CURVE DATA BL3 SPRINT T = L = "WOOD POST 4' ABOVE GROUND 12" WOOD 10" WOOD W/ STREET LIGHT SR 10 (US90) SURVEY CURVE BL3 STA R 4 END MILLING & URFACING PI STA. = R 4 R = 7, PC STA. = R 4 PT STA. = R 4 e = ± ' 68.00' PI STA R LEGEND 492 MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (13) 19 8/18/2016 3:26:32 PM P:\Projects\017FDOT3\ \ \roadway\planrd13.dgn

26 CONSTRUCTION PHASING TRAFFIC CONTROL GENERAL NOTES 1) PLACE ALL ADVANCE WARNING SIGNS, UTILIZE INDEX 600 SERIES. 2) PLACE ALL EROSION CONTROL DEVICES INDICATED ON PLANS THE SPEED LIMIT FOR THE WORK ZONE IS THE SAME AS THE POSTED SPEED LIMIT. THE POSTED SPEEDS ARE: 55 MPH FROM STA TO STA MPH FROM STA TO STA THERE ARE NO LANE CLOSURE TRICTIONS FOR THIS PROJECT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 7 DAYS IN ADVANCE OF ANY LANE CLOSU. PHASE IA MILL WESTBOUND TRAVEL LANE AND SHOULDER, PLACE STRUCTURAL COURSE ON TRAVEL LANE, PLACE TEMPORARY PAVEMENT MARKINGS AND SIGNS, CONSTRUCT GUARDRAIL IMPROVEMENTS, PLACE SOD; UTILIZE INDEX 600 ( 9 OF 12), 603, 604, 605, AND 607. PHASE IB MILL EASTBOUND TRAVEL LANE AND SHOULDER, PLACE STRUCTURAL COURSE ON TRAVEL LANE, PLACE TEMPORARY PAVEMENT MARKINGS AND SIGNS, CONSTRUCT GUARDRAIL IMPROVEMENTS, PLACE SOD; UTILIZE INDEX 600 ( 9 OF 12), 603, 604, 605, AND 607. PHASE IIA MILL AND URFACE WESTBOUND BOAT RAMP ROAD, PLACE SOD AND MILLINGS ON SHOULDER, PLACE SIGNS; UTILIZE INDEX THE CONTRACTOR SHALL NOTIFY EMERGENCY FACILITIES A MINIMUM OF 7 DAYS IN ADVANCE OF ANY LANE CLOSU. ALL LANES ON SR 10 (US 90) MUST BE OPEN TO TRAFFIC DURING AN EVACUATION NOTICE OF A HURICANE OR OTHER CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR EVENT AS DIRECTED BY THE ENGINEER. IN THE EVENT OF A TRAFFIC DIVERSION FROM I-10, ALL LANES ON SR 10 (US 90) MUST BE OPEN WITHIN 60 MINUTES OF NOTIFICATION BY THE ENGINEER. 6. ALL ADVANCE WARNING SIGNS INDICATED BELOW ARE TO REMAIN IN PLACE FOR THE DURATION OF THE PROJECT. ROAD WORK TEMP LANE CLOSURE BEGINS??/??/?? PLACED FOR SEVEN DAYS PRIOR TO START OF CONSTRUCTION. PORTABLE CHANGEABLE MESSAGE SIGN PCMS 500' W20-1D PREPARE TO STOP USED DURING ALL TEMPORARY LANE CLOSURE OPERATIONS 1/2 MILE WORK ROAD PENT WHEN WORKERS DOUBLED SPEEDING FINES SR 10 (US 90) MOT W ' 500' 500' 1000 FT WORK ROAD W20-1B 150' AHEAD ROAD W20-4 ONE LANE 350' SR 10 IMPROVEMENTS BY FDOT AND CONTRACTOR COMPLETION: SEASON YEAR QUESTIONS OR COMMENTS 1-(XXX) XXX-XXXX PROJECT INFORMATION SIGN SR 10 END BOAT RAMP G20-2 ROAD WORK ROAD CONSTRUCTION: X TO X FOR INFO: 1-(800) XXX-XXXX PROJECT INFORMATION SIGN BOAT RAMP ROAD BEGIN / END CONSTRUCTION W20-1F AHEAD WORK ROAD 500' R/W LINE R/W LINE (10 LOCATIONS) TYPICAL SIDE STREET PHASE IIB MILL AND URFACE EASTBOUND BOAT RAMP ROAD, PLACE SOD AND MILLINGS ON SHOULDER, PLACE SIGNS AND PAVEMENT MARKINGS; UTILIZE INDEX 603. PHASE A PLACE FRICTION COURSE ON WESTBOUND TRAVEL LANE AND SHOULDER, PLACE PAINTED PAVEMENT MARKINGS AT LOCATIONS INDICATED ON THE SIGNING AND PAVEMENT MARKING PLANS; UTILIZE INDEX 600 ( 9 OF 12), 603, 604, 605, AND 607. PHASE B PLACE FRICTION COURSE ON EASTBOUND TRAVEL LANE AND SHOULDER, PLACE PAINTED PAVEMENT MARKINGS AT LOCATIONS INDICATED ON THE SIGNING AND PAVEMENT MARKING PLANS; UTILIZE INDEX 600 ( 9 OF 12), 603, 604, 605, AND 607. G20-2 END ROAD WORK ADVANCE WARNING SIGN DIAGRAM NTS WORK AREA TEMP. PAVT. MARKINGS SURVEY SR 10 11' SR 10 TYPICAL SECTION TEMP. PAVT. MARKINGS PHASE IA, A SURVEY SR 10 11' WORK AREA SR 10 TYPICAL SECTION PHASE IB, B BEGIN / END CONSTRUCTION CHANNELIZING DEVICE PER INDEX 600 CHANNELIZING DEVICE PER INDEX ' EXIST. PAVT. MARKINGS TEMP. PAVT. MARKINGS W20-7 W20-4 END 350' ROAD WORK G20-2 ONE LANE ROAD 150' AHEAD R/W LINE R/W LINE W20-1B ROAD WORK 1000 FT 500' SR 10 (US 90) MOT SPEEDING FINES DOUBLED WHEN WORKERS PENT WORK AREA PHASE IIA 10' BOAT RAMP ROAD TYPICAL SECTION 10' WORK AREA BOAT RAMP ROAD TYPICAL SECTION 1140' TEMP. PAVT. MARKINGS TEMP. PAVT. MARKINGS PHASE IIB W20-1D ROAD WORK 1/2 MILE 500' CHANNELIZING DEVICE PER INDEX 600 CHANNELIZING DEVICE PER INDEX 600 PCMS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS 20 8/18/2016 3:26:33 PM P:\Projects\017FDOT3\ \ \roadway\tcgnrd01.dgn

27 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID STORMWATER POLLUTION PREVENTION PLAN (1) 21 8/18/2016 3:26:35 PM P:\Projects\017FDOT3\ \ \roadway\swpprd01.dgn

28 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID STORMWATER POLLUTION PREVENTION PLAN (2) 22 8/18/2016 3:26:42 PM P:\Projects\017FDOT3\ \ \roadway\swpprd01.dgn

29 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID STORMWATER POLLUTION PREVENTION PLAN (3) 23 8/18/2016 3:26:49 PM P:\Projects\017FDOT3\ \ \roadway\swpprd01.dgn