Black Creek Bridge Replacement FPN # USGS Topographic Quadrangle Map Clay County, Florida

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1 LEGEND Approximate Limits of Construction acres ± Northern Extent Lat: 29 56' 51.37" N ( dd) Long: 81 53' 51.49" W ( dd) Southern Extent Lat: 29 56' 14.81" N ( dd) Long: 81 53' 51.00" W ( dd) Section: Township: Range: 27, 28, 33, 34 6 South 24 East 0 2,000 ' Black Creek Bridge Replacement FPN # USGS Topographic Quadrangle Map Clay County, Florida Source: 7.5' USGS Kingsley and Penney Farms, FL Topographic Quadrangles (ArcGIS Online, USA Topo Maps) Copyright: 2013 National Geographic Society, i-cubed, Esri, HERE, DeLorme, MapmyIndia, OpenStreetMap contributors Project No.: Exhibit No.: 1 Date: Rev. Date: X:\GIS Projects\2015\15014_06\mxd\15014_06_location_ mxd

2 LEGEND Approximate Limits of Construction USDA-NRCS Soil Survey Classifications 2 SOILS LEGEND 2 - Blanton fine sand 3 - Hurricane fine sand 7 - Centenary fine sand 29 - Rutlege-Osier complex, frequently flooded Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community, Esri, HERE, DeLorme, MapmyIndia, OpenStreetMap contributors ' Source: ArcGIS Online Imagery, USDA-NRCS (data obtained from FGDL) Black Creek Bridge Replacement FPN # Soil Map Clay County, Florida Project No.: Exhibit No.: 2 Date: Rev. Date: X:\GIS Projects\2015\15014_06\mxd\15014_06_soils_ mxd

3 LEGEND Approximate Limits of Construction Detail Map Index A B C NOTE: Depicted FLUCFCS classifications and boundaries are approximate. This map is intended to be used for illustrative purposes only. Service Layer Credits: Esri, HERE, DeLorme, MapmyIndia, OpenStreetMap contributors 0 1,000 ' Source: 2009 Infrared Aerials (SJRWMD) Black Creek Bridge Replacement FPN # FLUCFCS Map Key Project No.: Exhibit No.: 3-Key Date: Rev. Date: X:\GIS Projects\2015\15014_06\mxd\15014_06_FLUCS_Key_ mxd

4 LEGEND Approximate Limits of Construction FLUCFCS COMMUNITY CLASSIFICATIONS Cemetery ac. ± Religious ac. ± Pine-Mesic Oak ac. ± Stream and Waterways ac. ± 511 UCD - Upland-Cut Ditch ac. ± 511 WCD - Wetland-Cut Ditch ac. ± Streams and Lake Swamps ac. ± Wetland Forested Mixed ac. ± Roads and Highways ac. ± Additional Off-site Wetland Line NOTE: Depicted FLUCFCS classifications and boundaries are approximate. This map is intended to be used for illustrative purposes only ' Source: 2009 Infrared Aerials (SJRWMD) 814 Black Creek Bridge Replacement FPN # FLUCFCS Map A Service Layer Credits: Esri, HERE, DeLorme, MapmyIndia, OpenStreetMap contributors Project No.: Exhibit No.: 3-A Date: Rev. Date: X:\GIS Projects\2015\15014_06\mxd\15014_06_FLUCS_ mxd

5 LEGEND 814 Approximate Limits of Construction FLUCFCS COMMUNITY CLASSIFICATIONS Cemetery ac. ± Religious ac. ± Pine-Mesic Oak ac. ± Stream and Waterways ac. ± 511 UCD - Upland-Cut Ditch ac. ± 511 WCD - Wetland-Cut Ditch ac. ± Streams and Lake Swamps ac. ± Wetland Forested Mixed ac. ± Roads and Highways ac. ± Additional Off-site Wetland Line WCD WCD UCD 615 NOTE: Depicted FLUCFCS classifications and boundaries are approximate. This map is intended to be used for illustrative purposes only ' Source: 2009 Infrared Aerials (SJRWMD) 414 Black Creek Bridge Replacement FPN # FLUCFCS Map B Service Layer Credits: Esri, HERE, DeLorme, MapmyIndia, OpenStreetMap contributors Project No.: Exhibit No.: 3-B Date: Rev. Date: X:\GIS Projects\2015\15014_06\mxd\15014_06_FLUCS_ mxd

6 LEGEND Approximate Limits of Construction FLUCFCS COMMUNITY CLASSIFICATIONS Cemetery ac. ± Religious ac. ± Pine-Mesic Oak ac. ± Stream and Waterways ac. ± 511 UCD - Upland-Cut Ditch ac. ± 511 WCD - Wetland-Cut Ditch ac. ± Streams and Lake Swamps ac. ± Wetland Forested Mixed ac. ± Roads and Highways ac. ± Additional Off-site Wetland Line NOTE: Depicted FLUCFCS classifications and boundaries are approximate. This map is intended to be used for illustrative purposes only. Service Layer Credits: Esri, HERE, DeLorme, MapmyIndia, OpenStreetMap contributors ' Source: 2009 Infrared Aerials (SJRWMD) Black Creek Bridge Replacement FPN # FLUCFCS Map C Project No.: Exhibit No.: 3-C Date: Rev. Date: X:\GIS Projects\2015\15014_06\mxd\15014_06_FLUCS_ mxd

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9 CONTRACT PLANS COMPONENTS ROADWAY PLANS SIGNING AND PAVEMENT MARKING PLANS STRUCTURES PLANS PENSACOLA CHIPLEY 10 TALLAHASSEE FORT WALTON BEACH PANAMA CITY LAKE CITY JACKSONVILLE ST AUGUSTINE CONTRACT PLANS GAINESVILLE OCALA DAYTONA BEACH INDEX OF ROADWAY PLANS FINANCIAL PROJECT ID (FEDERAL FUNDS) CLAY COUNTY (71110) 1 KEY STATE ROAD 21 LOCATION OF PROJECT NEW PORT RICHEY TAMPA ST PETERSBURG 275 SARASOTA - BRADENTON 75 4 DELAND 4 ORLANDO LAKELAND BARTOW 75 BEE LINE EXPRESSWAY FLORIDA S TURNPIKE MELBOURNE - COCOA FT PIERCE 95 2 SIGNATURE WEST PALM 3-4 SUMMARY OF PAY ITEMS FT MYERS BEACH 5-7 TYPICAL SECTION 8-9 TYPICAL SECTION DETAILS 10 DRAINAGE DETAILS REFERENCE POINTS SQ-1 - SQ-9 SUMMARY OF QUANTITIES 13 SUMMARY OF DRAINAGE STRUCTURES ROADWAY PLAN ROADWAY PROFILE DRAINAGE STRUCTURES CROSS SECTIONS STORM WATER POLLUTION PREVENTION PLAN 76 TEMPORARY TRAFFIC CONTROL PLAN TEMPORARY TRAFFIC CONTROL PLANS PHASE 1 END PROJECT TEMPORARY TRAFFIC CONTROL PLANS PHASE 2 & CLEARING AND GRUBBING STA MP GR-1* SIGNATURE GR-2* ROADWAY SOILS SURVEY GR-3 - GR-6* AUGER BORING PROFILES * These sheets are included in the Index of Roadway Plans only to indicate that they are part of the Roadway Plans. END BRIDGE #NEW These sheets are contained in a separate digitally signed and CONSTRUCTION sealed document. STA MP T-6-S T-7-S GOVERNING DESIGN STANDARDS: Florida Department of Transportation, FY Design Standards ebook (DSeB) and applicable Design Standards Revisions (DSRs) at the following sebsite: APPLICABLE DSRS: GOVERNING STANDARD SPECIFICATIONS: R-23-W R-24-W R-23-W R-24-W : R-24-W R-25-W R-24-W R-25-W KEY N BEGIN BRIDGE #NEW CONSTRUCTION STA MP T-6-S T-7-S BEGIN PROJECT SURVEY STA MP NAPLES 75 FT LAUDERDALE MIAMI KEY WEST ROADWAY PLANS / FDOT PROJECT MANAGER: BRETT A. CREWS, P.E. P.E FLORIDA 1109 SOUTH MARION AVE. PLANS PREPARED BY: WYMAN GARLAND FDOT THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. Florida Department of Transportation, July 2017 Standard Specifications for Road and Bridge Construction at the following website: CONSTRUCTION CONTRACT FISCAL YEAR :32:42 PM C:\e\projects\ \roadway\keysrd01.dgn

10 CONSTRUCTION R/W VARIES ( STD.) R/W VARIES ( STD.) MILLING AND RESURFACING 8' 12' 12' 8' SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER VARIES PERFORMANCE TURF SOD Natural Ground TRAFFIC DATA SR-21 S-PRONG/FORK 2015 AADT = 6,500 VEHICLES ESTIMATED 2019 AADT = 7,400 VEHICLES ESTIMATED 2024 AADT = 8,300 VEHICLES ESTIMATED 2029 AADT = VEHICLES ESTIMATED 2039 AADT = 10,900 VEHICLES K = 9.5% D30 = 55% T24 = 6.5% DT = 3.25% DMT = 0.73% DHT = 2.52% 5' 5' PAVED PAVED SHOULDER SHOULDER MATCH EXISTING MATCH EXISTING TYPICAL SECTION 1 SR 21 STA TO STA STA TO STA DESIGN SPEED 65 MPH MILLING MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1 1/2") RESURFACING FRICTION COURSE FC-12.5 (TRAFFIC C) (1 1/2") PG VARIES PERFORMANCE TURF SOD Natural Ground TYPICAL SECTION NOTES: 1. ALL COMPACTION FOR ANY MATERIALS SHALL BE LIMITED TO STATIC MODE ONLY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 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 SECTION 5 4:32:48 PM C:\e\projects\ \roadway\typsrd01.dgn

11 CONSTRUCTION R/W VARIES ( MIN.) R/W VARIES (100' MIN.) VARIES STANDARD CLEARING & GRUBBING RECONSTRUCTION VARIES STANDARD CLEARING & GRUBBING 8'-12.5' 12' 12' 8'-12.5' SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER Natural Ground TRAFFIC DATA SR-21 S-PRONG/FORK 2015 AADT = 6,500 VEHICLES ESTIMATED 2019 AADT = 7,400 VEHICLES ESTIMATED 2024 AADT = 8,300 VEHICLES ESTIMATED 2029 AADT = VEHICLES ESTIMATED 2039 AADT = 10,900 VEHICLES K = 9.5% D30 = 55% T24 = 6.5% DT = 3.25% DMT = 0.73% DHT = 2.52% VARIES PERFORMANCE TURF SOD GUARDRAIL CONSTRUCTION REQUIRED SEE PLAN S FOR DETAILS 1:4-1:2 DITCH CONSTRUCTION VARIES SEE CROSS SECTION FOR DETAILS 1" 5'-10' PAVED SHOULDER 4" OBG 1 4" 0.02 OBG 12 TYPICAL SECTION 2 SR 21 PROFILE GRADE POINT 0.02 RECONSTRUCTION NEW CONSTRUCTION SHOULDER PAVEMENT/TURNOUT 4" STA TO STA PAVED SHOULDER OBG 1 OPTIONAL BASE GROUP 12 (7 1/2" TYPE B-12.5 ONLY), WITH 4" 5'-10' (EXCLUDING ( BRIDGE/APPROACH SLABS) STA TO STA DESIGN SPEED 65 MPH TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2.0") PG AND FRICTION COURSE FC-12.5 (TRAFFIC C) (1 1/2") PG OPTIONAL BASE GROUP 1 (4.0" TYPE B-12.5 ONLY), WITH FRICTION COURSE FC-12.5 (TRAFFIC C) (1 1/2") PG APPROACH SLAB FRICTION COURSE FC-12.5 (TRAFFIC C) (1 3/4") PG VARIES PERFORMANCE TURF SOD GUARDRAIL CONSTRUCTION REQUIRED SEE PLAN S FOR DETAILS 1" 1:4-1:2 2. Natural Ground TYPICAL SECTION NOTES: 1. ALL COMPACTION FOR ANY MATERIALS SHALL BE LIMITED TO 3. STATIC MODE ONLY UNLESS OTHERWISE DIRECTED BY THE ENGINEER. TRANSITION PAVED SHOULDER SLOPE FROM 0.06 TO 0.02 AS SHOWN IN PLAN S FOR GUARDRAIL CONSTRUCTION. TRANSITION AT 1:200. CONTRACTOR MAY ELECT TO PLACE UNIFORM OPTIONAL BASE GROUP AT NO ADDITIONAL COST TO THE DEPARTMENT. 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 SECTION 6 4:32:48 PM C:\e\projects\ \roadway\typsrd01.dgn

12 CONSTRUCTION R/W VARIES (98') R/W VARIES (74') 47'-1" 1'-6.5" BARRIER BRIDGE WIDTH 10' 12' 12' 10' SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER PROFILE GRADE POINT 0.02 TYPICAL SECTION 3 BRIDGE TYPICAL STA TO STA DESIGN SPEED 65 MPH 0.02 BARRIER 1'-6.5" THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 5J , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID TYPICAL SECTION 7 4:32:48 PM C:\e\projects\ \roadway\typsrd01.dgn

13 OPTIONAL BASE GROUP 1 (RAP ONLY) MATCH EXISTING GRADE (MIN ELEVATION) EXISTING GROUND GRADE TO ENSURE POSITIVE DRAINAGE TURKEYTROT RD (TURNOUT) EXCAVATE TO EXPOSE VOID OR AS LOW AS POSSIBLE CREATE ACCESS POINT(S) TO VOID AND ENSURE INSTALLATION OF FLOWABLE FILL ALONG EXIST EXIST 84" CMP 84" CMP BACKFILL WITH EXCAVATED MATERIAL TO REMAIN TO REMAIN FLOWABLE FILL TO FILL EXISTING VOID SIDE DRAIN REPAIR: TURKEY TROT RD NTS OVERBUILD COURSE SHALL BE TYPE SP AND USED AS NECESSARY TO BUILD PROPOSED ROADWAY CONSTRUCTED PROPOSED PAVEMENT EXIST. ROADWAY TO BE REMOVED MILL EXIST PAVEMENT 1.5" EXIST. ROADWAY TO BE REMOVED FOR OVERBUILD AREAS MILL EXIST PAVEMENT 1.5" FOR OVERBUILD AREAS STA TO STA STA TO STA TYPICAL SECTION RECONSTRUCTION/TRANSITION DETAILS NTS 18" PIPE MILL EXIST. PAVEMENT TO MATCH PROPOSED PAVEMENT SLOPES CONST. PROPOSED PAVEMENT STA TO STA STA TO STA CONSTRUCTED PROPOSED PAVEMENT 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 SECTION DETAILS 8 4:32:49 PM C:\e\projects\ \roadway\typsrd01.dgn

14 HALF SECTION EDGE OF TRAVEL LANE 10' PAVED SHLDR. 3.5' 4.5' VARIES SOD 4" MISC. ASPHALT FRICTION COURSE 1:2-1:4 SEE CROSS SECTIONS FOR DETAILS 2.0' 5.0' 2.0' 9" 12" 12" 9" STATION LOCATIONS IN SUMMARY TABLE REPRESENT CENTER OF MIDDLE BAFFLE PER GROUP OF THREE BAFFLES 2.5' 2.5' 2.5' 2.5' 5.0' 6" 6" 6" 6" BAFFLE GROUP CONSIST OF GROUPING OF THREE BAFFLES BAFFLES TO BE INCLUDED IN COST OF DITCH PAVEMENT. OPTIONAL BASE GROUP 1 NOTE: TRANSITION PAVED SHOULDER SLOPES FROM 0.06 TO 0.02 AS SHOWN IN RECONSTRUCTION DETAIL, TYPICAL SECTION 2. TRANSITION RATE SHALL BE 1: ' SECTION 4" GUARDRAIL DETAIL: 9.0' 5.0' 4" BAFFLE GROUPING SUMMARY TABLE STATION NTS BAFFLE DETAIL: NTS 2.0' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID TYPICAL SECTION DETAILS 9 4:32:49 PM C:\e\projects\ \roadway\typsrd01.dgn

15 RETENTION DITCH DETAIL B 3" DITCH PAVEMENT MATCH EXISTING 4' 10' 4' 1:4 (TYP) 4" MAX DOWNSTREAM RETENTION DITCH BOTOM WIDTH (TYP) DITCH BOTTOM 22' 3" DITCH PAVEMENT TOP OF SECTION B-B A 1:4 (TYP) TYPE D CURB B PLAN VIEW MATCH EXISTING 2' 6" UPSTREAM RETENTION DITCH A 4" MAX UPSTREAM RETENTION DITCH 1:4 SECTION A-A TYPE D CURB TOP ELEVATION 6" ABOVE DITCH BOTTOM 1:10 3" DITCH PAVEMENT DOWNSTREAM RETENTION DITCH OR MATCH EXIST DITCH THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. ROAD COUNTY FINANCIAL PROJECT ID DRAINAGE DETAIL 10 4:32:50 PM C:\e\projects\ \drainage\drdtrd01.dgn

16 N 1" = 40' BEGIN CONSTRUCTION STA MP RETENTION DITCH 9 GENERAL NOTES: NAD 83(1986), NAVD SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE: BENCH MARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM 2. THE LOCATIONS 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 APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. 3. UTILITY/AGENCY OWNERS: COMPANY TELEPHONE NUMBERS ATT FLORIDA (904) TO BE ADDED PER CONTRACT TIME MEMO. DADE RD. RETENTION DITCH 10 TOP OF DITCH EL=97.00 DITCH BOTTOM EL=96.00 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 14 4:32:58 PM C:\e\projects\ \roadway\planrd01.dgn

17 N 1" = 40' RETENTION DITCH 9 RETENTION DITCH 10 DITCH BOTTOM EL=95.50 TOP OF DITCH EL=96.50 TOP OF DITCH EL=97.00 DITCH BOTTOM EL=96.00 TOP EL=96.0 STA TOP EL=96.5 STA 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 15 4:32:58 PM C:\e\projects\ \roadway\planrd01.dgn

18 N 1" = 40' BEGIN PROJECT BEGIN MILLING AND RESURFACING STA MP END MILLING AND RESURFACING BEGIN RECONSTRUCTION CONST STA MP STA RETENTION DITCH 17 TOP EL=95.50 STA RETENTION DITCH 21 RETENTION DITCH RETENTION DITCH 8 DITCH BOTTOM EL=95.50 TOP OF DITCH EL=96.50 TOP OF DITCH EL=97.00 DITCH BOTTOM EL=96.00 TOP EL=96.00 TOP EL=93.50 STA STA TOP EL=96.50 TOP EL=95.00 STA STA TOP OF DITCH EL=95.50 RETENTION DITCH 18 DITCH BOTTOM EL=95.00 TOP OF DITCH EL=96.00 DITCH BOTTOM EL=94.50 CONST CURVE DATA CLCONST_1 PI STA. = T = L = R = 14, PC STA. = PT STA. = RETENTION DITCH SURVEY CURVE CLCONST 1 RETENTION DITCH 20 DITCH BOTTOM EL=93.00 TOP OF DITCH EL=94.00 TOP OF DITCH EL=94.75 DITCH BOTTOM EL=93.75 TOP EL=94.25 STA CONST. TURNOUT REMOVE EXIST. PIPE AND MES 32 LF OF 19"X30" OPT PIPE AND MES (S) INV EL=92.10 (N) INV EL=91.90 MATCH DITCH EL EL= EL= X30" CMP EL=95.80 EL=95.70 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 16 4:32:58 PM C:\e\projects\ \roadway\planrd01.dgn

19 N 1" = 40' RETENTION DITCH 21 TOP EL=92.50 STA RETENTION DITCH 23 TOP EL=91.50 STA DITCH BOTTOM EL=92.0 TOP OF DITCH EL= TOP OF DITCH EL=92.00 DITCH BOTTOM EL=91.00 DITCH BOTTOM EL=91.00 TOP OF DITCH EL= SURVEY CONST CURVE CLCONST 1 RETENTION DITCH 22 PI STA TOP EL=91.50 STA CURVE DATA CLCONST_1 PI STA. = T = L = R = 14, PC STA. = PT STA. = ' WETLAND BOUNDARY LINE SURVEY = FABRIC-FORMED CONCRETE RIP RAP, 10" FILTER POINTS. 14' WIDE PRC STA CURVE CLCONST 4 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 17 4:32:59 PM C:\e\projects\ \roadway\planrd01.dgn

20 88' PI STA N 1" = 40' CURVE CLCONST 2 CURVE DATA CLCONST_2 PI STA. = T = L = R = 14, PC STA. = PT STA. = SURVEY 5' DITCH BOTTOM CONST WETLAND BOUNDARY LINE 5' DITCH BOTTOM = FABRIC-FORMED CONCRETE RIP RAP, 10" FILTER POINTS. 14' WIDE THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G , F.A.C. 5' DITCH BOTTOM ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN 18 4:32:59 PM C:\e\projects\ \roadway\planrd01.dgn

21 PT STA PC STA N 1" = 40' WETLAND BOUNDARY LINE TIE FABRIC-FORMED CONCRETE RIPRAP TO CREEK BOTTOM 5' DITCH BOTTOM MISC. ASPH. 36" RCP ROADWAY GUARDRAIL PARALLEL END TREATMENT MISC. ASPH. 5' DITCH BOTTOM REMOVE ALL EXISTING GUARDRAIL 3.5' SHLDR. GUTTER CURVE CLCONST 2 3.5' SHLDR. GUTTER ROADWAY GUARDRAIL 36" RCP S-1 SURVEY S-2 BEGIN APPROACH SLAB STA END APPROACH SLAB S-4 STA THRIE BEAM TRANSITION AND BRIDGE ANCHORAGE ASSEMBLY TYP ALL SIDES CURVE DATA CLCONST_2 PI STA. = T = L = R = 14, PC STA. = PT STA. = SURVEY REMOVE EXISTING BRIDGE STRUCTURE END APPROACH SLAB BEGIN BRIDGE CONST. BEGIN APPROACH SLAB STA TIE FABRIC-FORMED CONCRETE RIPRAP TO CREEK BOTTOM END BRIDGE CONST. STA BEGIN EXIST RETAINING WALL TO REMAIN S. PRONG/FORK BLACK CREEK S-3 CONST MISC. ASPH. MISC. ASPH ' SHLDR. GUTTER 5' DITCH BOTTOM CURVE DATA CLCONST_3 PI STA. = T = L = R = 14, PC STA. = PT STA. = ROADWAY GUARDRAIL 3.5' SHLDR. GUTTER CURVE CLCONST 3 ROADWAY GUARDRAIL = FABRIC-FORMED CONCRETE RIP RAP, 10" FILTER POINTS. 14' WIDE 122' 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 19 4:32:59 PM C:\e\projects\ \roadway\planrd01.dgn

22 N 1" = 40' SIDE DRAIN REPAIR SEE TYPICAL SECTION DETAIL S 72 LF OF 18" OPT PIPE AND MES (N) INV EL=50.10 (S) INV EL=49.40 END EXIST RETAINING WALL TO REMAIN TURKEY TROT RD CRT END TREATMENT FABRIC-FORMED CONCRETE RIP RAP 10"FILTER POINTS TIE INTOEXISTING PIPES ' DITCH BOTTOM 5'X5'X2' DEEP RIPRAP-RUBBLE (DITCH LINING) MISC. ASPH. ROADWAY GUARDRAIL 3.5' SHLDR. GUTTER S ROADWAY GUARDRAIL MISC. ASPH ' EL= ' SHLDR. GUTTER PARALLEL END TREATMENT 24'R 5'X5'X2' DEEP RIPRAP-RUBBLE (DITCH LINING) 60'R 24' 84" CMP 84" CMP MATCH EXISTING GRADE 60'R 24'R S ' 10' 18' CONST. TURNOUT EL= MISC. ASPH. PI STA REMOVE ALL EXISTING GUARDRAIL CONST ROADWAY GUARDRAIL CURVE DATA CLCONST_3 PI STA. = T = L = R = 14, PC STA. = PT STA. = SURVEY SURVEY 5' DITCH BOTTOM CURVE CLCONST 3 5' DITCH BOTTOM EXIST RETAINING WALL TO REMAIN WETLAND BOUNDARY LINE = CONCRETE DITCH PAVEMENT = FABRIC-FORMED CONCRETE RIP RAP, 10" FILTER POINTS. 14' WIDE 88' 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 20 4:33:00 PM C:\e\projects\ \roadway\planrd01.dgn

23 N 1" = 40' WETLAND BOUNDARY LINE SAW CUT AND TIE TO EXISTING DITCH PAVEMENT STA REMOVE EXISTING DITCH PAVEMENT ROADWAY GUARDRAIL PARALLEL END TREATMENT STA TO STA PRC STA ' DITCH BOTTOM EXIST RETAINING WALL TO REMAIN REMOVE ALL EXISTING GUARDRAIL CURVE CLCONST MISC. ASPH. CURVE CLCONST 4 PI STA ' DITCH BOTTOM CONST CURVE DATA CLCONST_4 PI STA. = T = L = R = 14, PC STA. = PT STA. = SURVEY 88' = CONCRETE DITCH PAVEMENT 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 21 4:33:00 PM C:\e\projects\ \roadway\planrd01.dgn

24 N 1" = 40' END RECONSTRUCTION BEGIN MILLING AND RESURFACING CONST STA MP STA END MILLING AND RESURFACING END PROJECT STA MP SURVEY CONST REMOVE EXISTING DITCH PAVEMENT STA TO STA CURVE CLCONST CURVE DATA CLCONST_4 PI STA. = T = L = R = 14, PC STA. = PT STA. = ' DITCH BOTTOM 5' DITCH BOTTOM PT STA ' SURVEY REGRADE DITCH SECTION TRANSITION TO EXISTING BOTH SIDES = CONCRETE DITCH PAVEMENT 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 22 4:33:00 PM C:\e\projects\ \roadway\planrd01.dgn

25 N 1" = 40' TOP EL=94.0 STA TOP EL=96.5 STA DITCH BOTTOM EL=93.50 TOP OF DITCH EL=94.50 TOP OF DITCH EL=94.50 DITCH BOTTOM EL=93.50 RETENTION DITCH 5 TOP EL=95.0 STA RETENTION DITCH 6 TOP EL=95.25 STA DITCH BOTTOM EL=94.50 TOP OF DITCH EL=95.50 TOP OF DITCH EL=95.75 DITCH BOTTOM EL=94.75 RETENTION DITCH 3 RETENTION DITCH 4 TOP EL=96.0 STA DITCH BOTTOM EL=95.50 TOP OF DITCH EL=96.50 TOP OF DITCH EL=97.00 DITCH BOTTOM EL=96.00 TOP EL=96.5 STA RETENTION DITCH 1 RETENTION DITCH 2 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 23 4:33:01 PM C:\e\projects\ \roadway\planrd01.dgn

26 PC STA N 1" = 40' END CONSTRUCTION STA MP Weir TOP OF DITCH EL=98.00 DITCH BOTTOM EL=97.00 TOP EL=97.5 STA RETENTION DITCH 2 DITCH BOTTOM EL=96.00 Weir TOP EL=96.5 STA RETENTION DITCH 1 RETENTION DITCH 25 TOP OF DITCH EL=97.00 RETENTION DITCH CURVE CL6 CURVE DATA CL6 PI STA. = T = L = R = 62, PC STA. = PT STA. = 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 24 4:33:01 PM C:\e\projects\ \roadway\planrd01.dgn