CONTRACT PLANS COMPONENTS ROADWAY PLANS SIGNING & PAVEMENT MARKING PLANS CHIPLEY 10 75 95 CONTRACT PLANS PENSACOLA FORT WALTON BEACH PANAMA CITY TALLAHASSEE 10 LAKE CITY 295 JACKSONVILLE ST AUGUSTINE GAINESVILLE FINANCIAL PROJECT ID 436264-1-52-01 LOCATION OF PROJECT OCALA DELAND 4 DAYTONA BEACH WASHINGTON COUNTY (61010000) 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 21-23 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. 458+52.85 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, FY2016-17 Design Standards ebook (DSeB) and applicable Design Standards Revisions (DSRs) at the following website: http://www.dot.state.fl.us/rddesign/designstandards/standards.shtm GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, July 2016 Standard Specifications for Road and Bridge Construction at the following website: http://www.dot.state.fl.us/programmanagement/implemented/specbooks FROM THE CHOCTAWHATCHEE RIVER BRIDGE TO ST. MARYS ROAD END BRIDGE EQUATION: STA. 463+64.78 R 3 STA. 484+49.47 R 3 BK= STA. 484+00.00 R 4 AH BEGIN PROJECT STA. 419+32.55 R 2 MP 0.564 CARYVILLE CSX 179 10 Pop. 218 Exit 104 75 A55 13 14 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. 488+91.50 R 4 MP 1.882 EQUATION: STA. 440+44.19 R 2 BK= STA. 440+68.46 R 3 AH KEY ORLANDO NEW PORT RICHEY 75 4 TAMPA LAKELAND ST PETERSBURG BARTOW 275 75 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 40594 JOHNSON, MIRMIRAN & THOMPSON, INC. 1104 EAST TWIGGS STREET, SUITE 100 TAMPA, FLORIDA 33602 CONTRACT NUMBER: C-9L18 VENDOR NUMBER: 52-0963531 CERTIFICATE OF AUTHORIZATION: 5917 FDOT PROJECT MANAGER: ZEKE HAYES (850) 330-1487 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 61G15-23.004, F.A.C. T3628 18 1 cwilson 8/18/2016 3:26:03 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\keysrd01.dgn
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: LICENSE bere le Benrson DeBoseir No 40594 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. 1104 E. TWIGGS ST., SUITE 100 TAMPA, FL 33602-3103 CERTIFICATE OF AUTHORIZATION 5917 KIMBERLEE BERNSON DEBOSIER, P.E. 40594 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE PONSIBLE FOR THE FOLLOWING S IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. ROADWAY PLANS 1 2 3 4-5 SQ-1 - SQ-4 6 7-19 20 21-23 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\017-016001\43626415201\roadway\signrd01.dgn
08/22/2016 13:36:17 PM 08/22/2016 13:36:17 PM FLORIDA FLORIDA PROPOSAL SUMMARY OF PAY ITEMS PROPOSAL SUMMARY OF PAY ITEMS FOR PROPOSAL: T3628 FOR PROPOSAL: T3628 LEAD PROJECT : 436264-1-52-01 DISTRICT : 03 COUNTY/SECTION : 61010000 LEAD PROJECT : 436264-1-52-01 DISTRICT : 03 COUNTY/SECTION : 61010000 PROJECT(S) : 43626415201 COUNTY : WASHINGTON PROJECT(S) : 43626415201 COUNTY : WASHINGTON 0001 SUMMARY OF ROADWAY 0002 SUMMARY OF SIGNING SPC ALT ITEM NUMBER ITEM UNIT 43626415201 QUANTITY TOTAL SPC ALT ITEM NUMBER ITEM UNIT 43626415201 QUANTITY TOTAL 0101-1- MOBILIZATION 43626415201 LS 1.000 1.000 0102-1- MAINTENANCE OF TRAFFIC 43626415201 (LS) 93.000 1.000 0102-60- WORK ZONE SIGN ED 3354.000 3354.000 RUMBLE STRIPS, GROUND-IN, 16" CENTERLINE USED WITH RUMBLE 0546-72- 52 STRIPE RUMBLE STRIPS, GROUND-IN, 8" EDGELINE USED WITH RUMBLE 0546-72- 53 STRIPE GM 0.370 0.370 GM 0.739 0.739 0102-74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 18528.000 18528.000 0102-78- TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 464.000 464.000 0102-99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 200.000 200.000 0102-909- TEMPORARY RAISED RUMBLE STRIPS- PER DAY, INCLUDES ALL SETS AND RELOCATIONS DA 87.000 87.000 0104-10- 3 LF 5679.000 5679.000 0104-18- INLET PROTECTION SYSTEM EA 12.000 12.000 0107-1- LITTER REMOVAL AC 66.260 66.260 0107-2- MOWING AC 60.790 60.790 P 0108-1- MONITOR EXISTING STRUCTU- INSPECTION AND SETTLEMENT MONITORING LS 1.000 1.000 P 0108-2- MONITOR EXISTING STRUCTU- VIBRATION MONITORING LS 1.000 1.000 P 0108-3- MONITOR EXISTING STRUCTU- GROUNDWATER MONITORING LS 1.000 1.000 0110-1- 1 CLEARING & GRUBBING 43626415201 (LS) 2.340 1.000 0327-70- 1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH SY 7194.000 7194.000 0327-70- 8 MILLING EXIST ASPH PAVT, 2 1/2" AVG DEPTH SY 18567.000 18567.000 0334-1- 52 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B, PG76-22 TN 1838.500 1838.500 0337-7- 80 76-22 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC-9.5, PG TN 1771.100 1771.100 0339-1- MISCELLANEOUS ASPHALT PAVEMENT TN 111.300 111.300 0536-1- 1 GUARDRAIL -ROADWAY, GENERAL TL-3 LF 2275.000 2275.000 0536-1- 12 GUARDRAIL, ROADWAY, MODIFIED THRIE BEAM-DOUBLE FACE LF 188.000 188.000 APPROACH TRANSITION TO RIGID BARRIER- BRIDGE ANCHORAGE 0536-8- 11 ASSEMBLY CONNECTION, FURNISH & INSTALL APPROACH TRANSITION TO RIGID BARRIER- BRIDGE ANCHORAGE 0536-8- 60 ASSEMBLY, REMOVE EA 6.000 6.000 EA 6.000 6.000 0536-73- GUARDRAIL REMOVAL LF 2263.000 2263.000 0536-85- 22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED EA 6.000 6.000 0570-1- 2 PERFORMANCE TURF, SOD SY 8885.000 8885.000 0710-11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.392 2.392 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR 0710-11-125 STOP LINE OR CROSSWALK, 24" LF 126.000 126.000 0710-11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 3.209 3.209 0999-25- INITIAL CONTINGENCY AMOUNT, DO NOT BID 43626415201 LS 1.000 1.000 0700-1- 11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 8.000 8.000 0700-1- 50 SINGLE POST SIGN, RELOCATE AS 4.000 4.000 0710-90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE 43626415201 LS 1.000 1.000 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE 0711-11-125 AND CROSSWALK LF 126.000 126.000 0711-16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 2.392 2.392 0711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 3.209 3.209 0713-103-101 PERMANENT TAPE, WHITE, SOLID, 6" FOR CONCRETE BRIDGES GM 0.194 0.194 0713-103-201 PERMANENT TAPE, YELLOW, SOLID, 6" FOR CONCRETE BRIDGES GM 0.194 0.194 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF PAY ITEMS 3 8/22/2016 1:51:04 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\cessrd01.dgn
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" - 2.75" GEORGE L. DICKENSON BRIDGE ( 520149) LIMITS SR 10 (US 90) STA. 458+52.85 R 3 TO STA. 463+64.78 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 76-22 AND FRICTION COURSE FC-9.5 (TRAFFIC B) (1.25") PG 76-22 TYPICAL SECTION 1 STA. 419+32.55 R 2 TO STA. 425+93.95 R 2 STA. 454+84.63 R 3 TO STA. 458+52.85 R 3 STA. 463+64.78 R 3 TO STA. 467+33.71 R 3 MATCH EXISTING SR 10 (US 90) MATCH EXISTING TYPICAL SECTION 2 SR 10 (US 90) STA. 425+93.95 R 2 TO STA. 454+84.63 R 3 SOD EQUATION: STA. 440+44.19 R 2 BK = STA. 454+84.63 R 3 AH STA. 467+33.71 R 3 TO STA. 488+91.50 R4 EQUATION: STA. 484+49.47 R 3 BK = STA 484+00.00 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 76-22 R/W LINE THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS (1) 4 8/18/2016 3:26:07 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\TYPSRD01.dgn
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 16-64 FT ALTERNATE SHOULDER STABILIZATION 405+18.62 TO 417+03.62 URFACING 22'± 11'± 11'± MATCH EXISTING MATCH EXISTING TYPICAL SECTION 3 BOAT RAMP ROAD STA. 405+18.62 R 1 TO STA. 422+43.26 R 2 URFACING TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1.50") PG 76-22 SHOULDER TREATMENT I (INDEX 105) SOD 7'-4" CLEAR & GRUB NATURAL GROUND CLEAR & GRUB STABILIZE NATURAL GROUND WITH MILLINGS (6" THICK) VARIES 11.4-47 FT ALTERNATE SHOULDER STABILIZATION 405+18.62 TO 417+06.42 R/W LINE THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS (2) 5 8/18/2016 3:26:08 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\TYPSRD01.dgn
SUMMARY OF LUMP SUM ITEMS PAY ITEM PAY ITEM QUANTITY P F DESIGN NOTES CONSTRUCTION REMARKS 0101-1 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 102-1 MAINTENANCE OF TRAFFIC LS 1 93 DAYS 102-60 WORK ZONE SIGN (PER ADVANCE WARNING DIAGRAM) 57 32 1824 6 32 192 ED WORK ZONE SIGN (PER INDEX) 57 6 342 6 6 36 102-74-1 CHANNELIZING DEVICE ED 57 208 11856 6 72 432 12288 102-78 TEMPORARY RETROREFLECTIVE PAVT MARKER EA 378 378 86 86 464 102-99 PORTABLE CHANGEABLE MESSAGE SIGN-TEMPORARY ED 64 2 128 6 2 12 140 102-909 TEMPORARY RAISED RUMBLE STRIPS DA 57 1 57 57 710-11-101 PAINTED PAVEMENT MARKING, WHITE, SOLID, 6" GM 2.392 2.392 2.392 710-11-125 PAINTED PAVEMENT MARKING, WHITE, SOLID, 24" LF 114 114 12 12 126 710-11-201 PAINTED PAVEMENT MARKING, YELLOW, SOLID, 6" GM 3.209 3.209 3.209 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 102-1 MAINTENANCE OF TRAFFIC LS 1 102-60 WORK ZONE SIGN (PER ADVANCE WARNING DIAGRAM) 30 32 960 960 ED WORK ZONE SIGN (PER INDEX) 30 6 180 180 102-74-1 CHANNELIZING DEVICE ED 30 208 6240 6240 18528 102-78 TEMPORARY RETROREFLECTIVE PAVT MARKER EA 464 102-99 PORTABLE CHANGEABLE MESSAGE SIGN-TEMPORARY ED 30 2 60 60 200 102-909 TEMPORARY RAISED RUMBLE STRIPS DA 30 1 30 30 87 710-11-101 PAINTED PAVEMENT MARKING, WHITE, SOLID, 6" GM 2.392 710-11-125 PAINTED PAVEMENT MARKING, WHITE, SOLID, 24" LF 126 710-11-201 PAINTED PAVEMENT MARKING, YELLOW, SOLID, 6" GM 3.209 3354 DESIGN NOTES DESIGN NOTES CONSTRUCTION REMARKS CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (1) SQ-1 8/18/2016 3:26:09 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\sumqrd01.dgn
SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES LOCATION SIDE SEDIMENT BARRIER INLET PROTECTION SYSTEM 0104 10 3 0104 18 DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. LF EA P F P F 405+02.27 to 405+24.19 RT 92.6 SILT FENCE (DOUBLE ROW) 405+15.74 to 407+80.93 RT/LT 608.6 SILT FENCE (DOUBLE ROW) 410+72.24 to 411+48.67 RT 76.4 SILT FENCE 413+58.03 to 419+21.45 RT 551.4 SILT FENCE 419+35.74 to 426+26.06 LT 692.1 SILT FENCE 421+59.00 LT 1 421+59.00 RT 1 422+08.00 LT 1 422+08.00 RT 1 430+56.03 to 431+45.24 RT 205.4 SILT FENCE 431+79.10 to 434+08.79 LT 234.8 SILT FENCE 437+94.65 to 439+44.95 RT 170.8 SILT FENCE 456+99.00 LT 1 456+99.00 RT 1 458+46.00 LT 1 458+46.00 RT 1 463+63.77 to 476+84.45 RT 1328.8 SILT FENCE 463+81.00 LT 1 463+81.00 RT 1 463+96.13 to 475+98.54 LT 1210.9 SILT FENCE 465+29.00 LT 1 465+29.00 RT 1 477+48.45 to 480+66.66 RT 331.8 SILT FENCE 481+23.63 to 482+87.82 RT 175.1 SILT FENCE SUB-TOTAL: 5678.7 12 TOTAL: 5679 12 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (2) SQ-2 8/18/2016 3:26:09 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\sumqrd01.dgn
SUMMARY OF LITTER REMOVAL AND MOWING CONST. PHASE LOCATION STA. TO STA. SIDE DURATION (DAYS) FREQUENCY (DAYS) LITTER REMOVAL MOWING 0107 1 0107 2 AREA AREA AREA AREA CYCLES AC/ TOTAL (AC) CYCLES AC/ TOTAL (AC) ID ID CYCLE P F CYCLE P F 404+85.22 TO 406+35.75 RT 86 30 12621 3 0.143 0.429 11629 3 0.091 0.273 405+08.19 TO 422+30.26 RT 86 30 12654 3 3.467 10.401 12045 3 3.373 10.119 406+47.92 TO 412+83.21 RT 86 30 12623 3 0.600 1.800 11663 3 0.532 1.596 412+93.82 TO 432+84.31 RT 86 30 12625 3 4.314 12.942 11698 3 4.180 12.540 419+32.23 TO 422+88.19 LT 86 30 12653 3 0.465 1.395 12042 3 0.354 1.062 422+99.19 TO 424+61.97 LT 86 30 12652 3 0.256 0.768 12041 3 0.207 0.621 424+74.75 TO 425+98.29 LT 86 30 12651 3 0.175 0.525 12040 3 0.135 0.405 426+07.76 TO 427+91.78 LT 86 30 12650 3 0.301 0.903 12039 3 0.284 0.852 428+33.36 TO 437+85.64 LT 86 30 12646 3 1.268 3.804 12033 3 1.173 3.519 432+62.13 TO 447+31.92 RT 86 30 12626 3 2.360 7.080 11763 3 2.202 6.606 437+66.88 TO 440+06.25 LT 86 30 12643 3 0.391 1.173 12017 3 0.372 1.116 440+25.00 TO 445+83.55 LT 86 30 12641 3 0.334 1.002 12009 3 0.276 0.828 447+37.51 TO 447+61.49 LT 86 30 12640 3 0.007 0.021 12002 3 0.007 0.021 447+57.75 TO 449+29.45 RT 86 30 12630 3 0.093 0.279 11780 3 0.081 0.243 447+88.62 TO 452+03.64 LT 86 30 12639 3 0.335 1.005 11995 3 0.286 0.858 450+52.30 TO 454+59.70 RT 86 30 12632 3 0.435 1.305 11813 3 0.393 1.179 452+24.23 TO 453+54.35 LT 86 30 12635 3 0.094 0.282 11986 3 0.080 0.240 453+66.72 TO 458+59.99 LT 86 30 12637 3 0.584 1.752 11988 3 0.433 1.299 454+97.46 TO 458+79.85 RT 86 30 12634 3 0.553 1.659 11852 3 0.438 1.314 463+40.24 TO 477+01.09 RT 86 30 12846 3 3.052 9.156 11895 3 2.939 8.817 463+94.90 TO 476+11.79 LT 86 30 12859 3 1.074 3.222 11972 3 0.838 2.514 476+38.85 TO 478+92.53 LT 86 30 12855 3 0.154 0.462 11945 3 0.130 0.390 476+97.11 TO 480+91.12 RT 86 30 12847 3 0.503 1.509 11902 3 0.467 1.401 480+60.26 TO 481+00.54 LT 86 30 12854 3 0.016 0.048 11935 3 0.016 0.048 481+05.32 TO 483+00.38 RT 86 30 12848 3 0.205 0.615 11909 3 0.189 0.567 483+29.37 TO 487+57.50 RT 86 30 12849 3 0.404 1.212 11913 3 0.357 1.071 483+84.78 TO 488+12.09 LT 86 30 12853 3 0.372 1.116 11932 3 0.317 0.951 487+67.55 TO 488+91.63 RT 86 30 12850 3 0.080 0.240 11916 3 0.068 0.204 488+23.61 TO 488+91.03 LT 86 30 12851 3 0.052 0.156 11929 3 0.044 0.132 SUB-TOTAL: 66.261 SUB-TOTAL: 60.786 TOTAL: 66.26 TOTAL: 60.79 DESIGN NOTES CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (3) SQ-3 8/18/2016 3:26:09 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\sumqrd01.dgn
SUMMARY OF MONITOR EXISTING STRUCTU SITE LOCATION STRUCTURE USAGE INSPECTION & SETTLEMENT MONITORING VIBRATION MONITORING GROUNDWATER MONITORING 0108 1 0108 2 0108 3 DESIGN NOTES CONSTRUCTION REMARKS ADDS AND/OR STA. LS LS LS P F P F P F TOTAL: 1 1 1 THIS LIST INCLUDES EXISTING STRUCTU (AS DETERMINED BY THE DEPARTMENT) LOCATED OUTSIDE THE LIMITS SPECIFIED IN ARTICLE 108-2 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 108-2. 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 0110-1-1 CLEARING & GRUBBING 1 2.34 1 405+21.80 to 418+05.52 RT 100404 0.584 405+18.62 to 418+04.63 LT/RT 100418 0.692 418+05.52 to 422+70.21 RT 100468 0.086 418+04.63 to 422+14.95 RT 100426 0.076 422+70.71 to 432+78.05 RT 100746 0.101 426+01.62 to 427+87.28 LT 100791 0.018 428+36.30 to 437+84.55 LT 100795 0.093 433+16.87 to 447+26.75 RT 100884 0.138 437+99.22 to 439+94.24 LT 100835 0.019 440+32.45 to 445+60.24 LT 100853 0.050 447+66.17 to 448+74.92 RT 100888 0.010 447+94.56 to 452+00.43 LT 100909 0.040 451+00.69 to 454+41.02 RT 100913 0.033 452+27.36 to 453+53.57 LT 100933 0.012 453+67.01 to 454+76.15 LT 100937 0.010 467+42.08 to 476+94.97 RT 100942 0.094 467+43.36 to 476+02.39 LT 100946 0.085 476+46.36 to 480+93.60 LT 100950 0.044 477+35.63 to 480+86.26 RT 100954 0.034 481+16.30 to 482+79.67 RT 100962 0.016 483+53.54 to 487+50.64 RT 100966 0.044 483+95.35 to 488+91.52 LT 100980 0.054 487+74.34 to 488+91.41 RT 100970 0.011 DESIGN NOTES CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (4) SQ-4 8/18/2016 3:26:10 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\sumqrd01.dgn
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 0327-70-1 MILLING EXISTING ASPHALT PAVEMENT, 1" 419+32.55 TO 447+39.36 SHOULDERS LT 103414 SY 1495.7 419+32.55 TO 447+18.75 RT 103411 1508.6 447+96.94 TO 451+95.18 LT 103417 241.8 447+76.18 TO 454+32.72 RT 103428 381.6 452+33.31 TO 458+52.86 LT 103422 438.9 455+41.33 TO 458+52.86 RT 103425 238.4 463+64.78 TO 475+94.80 LT 103433 824.5 7194 463+64.78 TO 476+83.55 RT 103436 772.0 476+56.53 TO 480+87.19 LT 103439 249.0 477+43.94 TO 482+67.33 RT 103447 278.2 LOCATION STA. TO STA. 481+69.28 TO 488+91.50 LT 103444 456.5 483+65.26 TO 488+91.50 RT 103455 308.2 0327-70-8 MILLING EXISTING ASPHALT PAVEMENT, 2.5" 419+32.55 TO 458+52.85 TRAVEL LANES LT/RT 103453 SY 11057.2 463+64.78 TO 488+91.50 TRAVEL LANES LT/RT 103454 7509.9 0334-1-52 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B 419+32.55 TO 458+52.85 TRAVEL LANES LT/RT 103453 TN 912.22 PG 76-22 463+64.78 TO 488+91.50 TRAVEL LANES LT/RT 103454 619.57 405+18.62 TO 422+43.26 BOAT RAMP ROAD RT 3071 306.73 0337-7-80 ASPHALT CONCRETE FRICTION COURSE, TRAFFIC B 419+32.55 TO 458+52.85 TRAVEL LANES LT/RT 103453 TN 760.18 FC-9.5, PG 76-22 463+64.78 TO 488+91.50 TRAVEL LANES LT/RT 103454 516.31 419+32.55 TO 447+39.36 SHOULDERS LT 103414 102.83 419+32.55 TO 447+18.75 RT 103411 103.71 447+96.94 TO 451+95.18 LT 103417 16.63 447+76.18 TO 454+32.72 RT 103428 26.24 452+33.31 TO 458+52.86 LT 103422 30.18 455+41.33 TO 458+52.86 RT 103425 16.39 463+64.78 TO 475+94.80 LT 103433 56.68 463+64.78 TO 476+83.55 RT 103436 53.08 476+56.53 TO 480+87.19 LT 103439 17.12 477+43.94 TO 482+67.33 RT 103447 19.13 481+69.28 TO 488+91.50 LT 103444 31.39 483+65.26 TO 488+91.50 RT 103455 21.19 TBD STABILIZATION WITH MILLINGS 405+18.62 TO 419+12.65 BOAT RAMP ROAD SHLDRS RT 102068 SY 2826.78 405+18.62 TO 419+12.65 LT/RT 102062 3348.97 SUMMARY OF MISCELLANEOUS ASPHALT PAVEMENT SIDE AREA ID THICK (IN) 419+29.12 TO 426+02.52 LT 73906 2 35.77 419+29.18 TO 421+66.15 RT 73897 8.61 454+75.89 TO 458+59.44 LT 73919 17.38 455+28.46 TO 458+59.39 RT 73935 14.33 463+55.51 TO 467+42.78 LT 73948 18.16 463+55.90 TO 467+42.05 RT 73961 17.08 P SUB-TOTAL: 111.34 TOTAL: 111.3 UNDER GUARDRAIL 0339 1 (TN) F DESIGN NOTES 18,567 1838.5 1771.1 6176 CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (5) SQ-5 8/18/2016 3:26:10 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\sumqrd01.dgn
SUMMARY OF GUARDRAIL LOCATION SIDE GUARDRAIL GUARDRAIL THRIE BEAM BRIDGE ANCHORAGE ASSEMBLY BRIDGE ANCHORAGE ASSEMBLY REMOVAL GUARDRAIL REMOVAL END ANCHORAGE ASSEMBLY 0536 1 1 536 1 12 0536 8 11 0536 8 60 0536 73 0536 85 22 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 419+13.96 to 425+93.95 LT 650.0 31.3 1 1 693.4 1 419+14.09 to 421+56.13 RT 212.5 31.3 1 1 75.7 1 454+84.63 to 458+72.46 LT 362.5 31.3 1 1 375.4 1 455+34.77 to 458+72.46 RT 325.0 31.3 1 1 351.8 1 463+45.11 to 467+33.71 LT 362.5 31.3 1 1 388.7 1 463+45.06 to 467+32.25 RT 362.5 31.3 1 1 377.8 1 SUB-TOTAL: 2275.0 187.5 6 6 2262.8 6 TOTAL: 2275 188 6 6 2263 6 LOCATION STA. TO STA. SIDE SUMMARY OF PERFORMANCE TURF AREA ID PERFORMANCE TURF (SOD) 0570 1 2 P SY F DESIGN NOTES 418+04.03 TO 422+11.22 RT 9868 505.5 BOAT RAMP ROAD 418+06.17 TO 422+74.20 RT 9869 563.7 BOAT RAMP ROAD 419+28.98 TO 422+15.28 RT 101335 87.4 419+28.97 TO 426+05.24 LT 101367 201.7 422+73.43 TO 432+78.05 RT 9858 787.1 426+01.72 TO 427+87.28 LT 9834 142.9 428+36.30 TO 437+82.80 LT 9832 729.5 433+16.87 TO 447+26.75 RT 9849 1076.5 437+99.22 TO 439+94.24 LT 9826 145.4 440+32.45 TO 445+60.24 LT 9821 386.6 447+66.17 TO 448+74.92 RT 9855 77.5 447+94.56 TO 452+00.43 LT 9813 311.2 451+00.69 TO 454+41.02 RT 9857 256.5 452+27.36 TO 453+53.57 LT 9807 94.7 453+67.01 TO 454+76.15 LT 9805 78.6 454+73.22 TO 458+59.61 LT 101396 117.2 455+25.01 TO 458+59.57 RT 101427 112.8 463+55.33 TO 467+45.45 LT 101475 118.1 463+55.72 TO 467+44.72 RT 101493 117.8 467+42.12 TO 476+94.97 RT 8312 736.7 467+43.36 TO 476+02.39 LT 9791 665.2 476+46.36 TO 480+93.60 LT 9788 339.1 477+35.63 TO 480+86.26 RT 8319 266.6 481+16.30 TO 482+79.67 RT 8324 118.4 483+53.54 TO 487+50.64 RT 8330 339.0 483+95.35 TO 488+91.52 LT 9782 422.5 487+74.34 TO 488+91.41 RT 8333 86.8 SUB-TOTAL: 8884.7 TOTAL: 8885 CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (6) SQ-6 8/18/2016 3:26:10 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\sumqrd01.dgn
PROJECT NOTES UTILITY NOTES 1. 2. 3. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). IN ACCORDANCE WITH FDOT SPECIFICATION 8-6.4 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: 4. 5. 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) 918-5424 2728 S. 2315 SALEM ROAD, 1ST FLOOR-AID CONYERS, GA 30013 CENTURYLINK MICHAEL HAGLER (LOCATE/PROTECT) (855) 363-2943 1325 BLAIRSTONE ROAD, RM 113 JEFF SCAIFE (CABLE CONSTRUCTION) (850) 664-3618 TALLAHASSEE, FL 32301 GULF POWER, CHIPLEY AREA ENGINEERING (800) 225-5797 1195 JACKSON AVENUE CHIPLEY, FL 32428 WEST FLORIDA ELECTRIC CO-OP KEITH L. VARNUM (850) 263-3231 P.O. BOX 127 GRACEVILLE, FL 32440 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID PROJECT NOTES SR 10 WASHINGTON 436264-1-52-01 6 8/18/2016 3:26:11 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\gnntrd01.dgn
WATER SCALE: 1" = 50' CHOCTAWHATCHEE RIVER N BEGIN CONSTRUCTION STA. 405+18.62 R 1 waters edge conc slab rock rip rap concrete boat ramp waters edge asphalt rock rip rap 402 403 404 405 406 407 408 409 CHOCTAWHATCHEE RIVER BRIDGE #BR520149 BEGIN (DOUBLE ROW) STA. 405+15.74 R 1, 34.55' RT STA. 405+18.62 R 1, 38.25' RT BEGIN MILLING & URFACING BOAT RAMP ROAD END (DOUBLE ROW) STA. 405+24.19 R 1, 56.82' RT +38.93 R 1 28.79' RT +54.91 R 1 59.99' RT +55.13 R 1 95.00' RT +51.27 R 1 31.12' LT miled asphalt 4' barbed wire +52.45 R 1 28.59' LT private asphalt/rock/dirt BEGIN (DOUBLE ROW) STA. 405+02.27 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) +65.76 R 1 27.02' LT +64.83 R 1 17.26' RT +62.89 R 1 67.47' RT +62.72 R 1 95.00' RT END (DOUBLE ROW) STA. 407+80.93 R 1, 29.52' LT 16' 16' 4' barbed wire SURVEY LEGEND 141.08' 100.00' BOAT RAMP ROAD URFACING STABILIZED WITH MILLINGS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (1) 7 8/18/2016 3:26:13 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd01.dgn
WATER SCALE: 1" = 50' N 141.08' 100.00' 409 410 411 412 413 414 415 416 16' 16' 4' barbed wire BEGIN STA. 410+72.24 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. 411+48.67 R 1, 88.65' RT OF BOAT RAMP ROAD private asphalt/rock/dirt dead end 500' ahead no date pavement edge BEGIN STA. 413+58.03 R 1, 96.17' RT private asphalt/rock/dirt BRIDGE #BR520149 K-3 no flag asphalt 16' 16' sprint LEGEND K-2 141.08' 100.00' +54.68 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 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (2) 8 8/18/2016 3:26:15 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd02.dgn
16' 18" CMP BEGIN PROJECT BEGIN MILLING & URFACING STA. 419+32.55 R 2 BM 1 FDOT BRASS DISK IN BRIDGE RAIL STAMPED 61-00-B01V STA. 419+14.09 R 2, 23.22' LT N 647521.2538 E 1553044.0386 ELEV. 71.820 STA. 419+13.96 R 2, 21.67' LT BEGIN GUARDRAIL TL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 BEGIN STA. 419+35.74 R 2, 56.44' LT 419+95.02 R 2 75.43' LT A-1 421+57.41 R 2 59.99' LT 421+39.47 R 2 58.73' LT 420+77.04 R 2 68.86' LT A-2 421+62.99 R 2 60.38' LT 422+11.05 R 2 63.77' LT 0.7FT WIDE 0.7FT WIDE A-3 WETLAND A SCALE: 1" = 50' 422+87.35 R 2 66.22' LT 422+47.59 R 2 66.34' LT pavement change wetland line as marked by others EQUATION: PI Sta 419+66.20 R 1 BK = Sta 419+12.65 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 416 417 418 419 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. 419+00.55 R 1 CURVE AHEAD NO INFO 420 421 422 423 BM GPS1 N 647462.7891 E 1553041.6961 ELEV. 67.890 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 52-01-B14G STA. 419+40.27 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 141.08' 100.00' BRIDGE #BR520149 +53.35 R 1, 45.32' RT BEGIN WIDTH TAPER +03.78 R 1, 41.29' RT END WIDTH TAPER SURVEY 16' OF BOAT RAMP ROAD +03.65 R 1 35.15' RT SCHEME 2 STA. 419+60.38 R 2, 23.73' LT END GUARDRAIL TRANSITION SR 10 (US90) REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT STA. 419+60.43 R 2, 22.94' RT END GUARDRAIL TRANSITION STA. 419+14.09 R 2, 21.34' RT BEGIN GUARDRAIL TL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, END +06.42 R 1, 85.12' RT STA. 419+21.45 R 2, 153.19' RT END WIDTH TAPER REMOVE EXSITING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT SURVEY STA. 421+56.13 R 2, 26.74' RT END GUARDRAIL TL-3 WITH FLARED END ANCHORAGE ASSEMBLY STA. 422+43.26 R 2, 16.65' RT END MILLING & URFACING BOAT RAMP ROAD 422+06.17 R 2 63.42' LT INLET PROTECTION (TYP) 4 LOCATIONS 165.66' 68.85' BOAT RAMP ROAD URFACING THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (3) 9 8/18/2016 3:26:16 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd03.dgn
165.66' 68.85' rock rip rap CURVE AHEAD DOF2000 DOI2000 buried telephone 424+05.12 R 2 68.84' LT WETLAND A A-4 REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH 423 424 425 MISC. ASPHALT PAVEMENT 424+58.81 R 2 61.05' LT 424+06.12 R 2 65.88' LT PC STA. 424+43.23 R 2 A-5 rock rip rap THE LAWTON CHILES TRAIL FDOT 98-03 424+75.36 R 2 61.70' LT CURVE DATA BL1 PI STA. = 432+90.96 R 2 T = 847.73 L = 1,600.96 R = 1,968.50 PC STA. = 424+43.23 R 2 PT STA. = 440+44.19 R 2 BK = e = ± 0.085 END STA. 426+26.06 R 2, 56.44' LT 425+96.80 R 2 68.23' LT 440+68.46 R 3 AH A-6 rock rip rap 426 A-7 426+08.28 R 2 73.51' LT below grade vault STA. 425+93.95 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 427+77.50 R 2 196.76' RT GRASS STEELCABLE GATE GRASS 428 429 DOUBLE YLW LL BM A1 428+97.23 R 2 65.50' LT BM A1 SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA. 428+60.13 R 2, 23.93' RT N 647061.0743 E 1553872.8148 ELEV. 64.940 LEGEND SCALE: 1" = 50' 430 429+86.60 R 2 167.80' RT 429+85.97 R 2 181.78' RT MAINLINE MILLING (2.5") SHOULDER MILLING (1.0") 67.04' N 183.07' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (4) 10 8/18/2016 3:26:18 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd04.dgn
SCALE: 1" = 50' N 430+61.26 R 2 65.48' LT BEGIN STA. 431+79.09 R 2, 78.75' LT 433+07.31 R 2 91.70' LT 183.07' 67.04' 430+52.65 R 2 188.94' RT 430 430+65.29 R 2 47.87' 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. 430+56.03 R 2, 114.06' RT STEELCATTLE 4' GATE 430+94.14 R 2 187.89' RT DIRT C-1 431 432 431+23.20 R 2 46.08' RT 431+26.29 R 2 98.97' RT C-2 END STA. 431+45.24 R 2, 116.08' RT 165.81' RT 431+99.05 R 2 58.08' LT 432+12.96 R 2 BROKEN AP PI STA. 432+90.96 R 2 GRASS/DIRT STEELCABLE 4' GATE WETLAND C AP 1.5"HDPE ducts (6) C-3 433 434 CURVE BL1 433+72.80 R 2 52.03' LT CURVE DATA BL1 PI STA. = 432+90.96 R 2 T = 847.73 L = 1,600.96 R = 1,968.50 PC STA. = 424+43.23 R 2 C-4 PT STA. = 440+44.19 R 2 BK = e = ± 0.085 SR 10 (US90) 434+11.04 R 2 134.06' RT 440+68.46 R 3 AH SURVEY WARNINGBURIED CABLE ATT END STA. 434+08.79 R 2, 65.86' LT 434+20.55 R 2 131.17' RT 434+71.34 R 2 71.56' LT 435 436 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' 437 200.29' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (5) 11 8/18/2016 3:26:19 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd05.dgn
EQUATION: PT Sta 440+44.19 R 2 BK = Sta 440+68.46 R 3 AH PC STA. 442+73.65 R 3 4X4 WOOD POST 6' AG STEELCABLE GATE 4X4 WOOD POST 6' AG 439+22.72 R 2 96.19' LT 440+36.48 R 2 99.73' LT SCALE: 1" = 50' 83.54' 437 GRASS GRASS MES AP PETERSON AVE. 18"RCP AP MES 440+31.64 R 2 39.71' LT CHAIN LINK 4' DBLGATE CHAIN LINK 4' PALM 16" N 438 OAK 84" 200.29' BM A2 BEGIN STA. 437+94.65 R 2, 106.15' RT BM A2 SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA. 437+45.26 R 2, 21.84' RT N 647003.2303 E 1554758.8281 ELEV. 60.120 438+21.79 R 2 83.04' RT D-1 D-2 CURVE BL1 WETLAND D 439 D-3 D-4 CURVE DATA BL1 T = 847.73 L = 1,600.96 R = 1,968.50 9" WOOD 440 LINE COMES FROM UNDERGROUND PI STA. = 432+90.96 R 2 PC STA. = 424+43.23 R 2 PT STA. = 440+44.19 R 2 BK = e = ± 0.085 SURVEY 439+38.21 R 2 89.35' RT 440+68.46 R 3 AH SR 10 (US90) DBL YELLOW LL END STA. 439+44.95 R 2, 99.75' RT 100.25' RT 441 442 443 444 440+83.24 R 3 40.25' RT 440+42.17 R 2 1.5"HDPE ducts (6) 9" WOOD CURVE BL2 CURVE DATA BL2 PI STA. = 448+20.32 R 3 T = 546.67 L = 1,093.11 R = 21,741.64 PC STA. = 442+73.65 R 3 PT STA. = 453+66.76 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 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (6) 12 8/18/2016 3:26:21 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd06.dgn
WATER WATER WATER guy wire SCALE: 1" = 50' N +57.60 R 3 40.89' 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 444 445 446 447 448 449 450 451 10" WOOD W/STREET LIGHT CURVE BL2 447+52.76 R 3 55.53' LT 447+46.93 R 3 34.95' 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 A3 37.71' RT BM A3 SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA. 446+82.98 R 3, 22.98' RT N 647262.7278 E 1555637.5452 ELEV. 58.200 CHURCH AVE. CHURCH AVE. SR 10 (US90) +56.62 R 3 +32.87 R 3 38.68' RT +87.86 R 3 39.73' LT PI STA. 448+20.32 R 3 CURVE DATA BL2 PI STA. = 448+20.32 R 3 T = 546.67 L = 1,093.11 R = 21,741.64 PC STA. = 442+73.65 R 3 PT STA. = 453+66.76 R 3 e = ± RC 448+89.84 R 3 448+21.34 R 3 49.21' 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 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (7) 13 8/18/2016 3:26:23 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd07.dgn
56.08' 46.55' COMM WATER PT STA. 453+66.76 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 01 451 452 453 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. = 448+20.32 R 3 T = 546.67 L = 1,093.11 R = 21,741.64 PC STA. = 442+73.65 R 3 PT STA. = 453+66.76 R 3 e = ± RC 452+80.66 R 3 42.65' LT AP DIRT 6" WOOD W/ELEC METER 454 455 WASHINGTON COUNTY 279 RIGHT ARROW FDOT DOF 01 DOI 01 +59.80 R 3 51.59' 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. 454+84.63 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 +12.60 R 3 51.63' RT 4"x4"CONC. MONUMENT WITH FDOT BRASS DISK STAMPED 61-99-X01V STA. 455+16.26 R 3, 78.64' RT N 647493.9002 E 1556441.5000 ELEV. 58.300 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 07/01 0.7 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 456 457 458 STA. 455+34.77 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. 456+77.10 R 3, 19.16' RT N 647606.1654 E 1556571.1408 ELEV. 62.280 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 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (8) 14 8/18/2016 3:26:24 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd08.dgn
18" RCP 18 RCP 217.16' 89.76' REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT STA. 458+28.19 R 3, 23.29' LT BEGIN GUARDRAIL TRANSITION REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT BEGIN STA. 463+96.13 R 3, 56.44' LT BM 4 FDOT BRASS DISK IN BRIDGE RAIL STAMPED 61-15-A02V STA. 463+45.99 R 3, 22.78' LT N 647880.7262 E 1557182.5224 ELEV. 69.230 N SCALE: 1" = 50' 458+05.58 R 3 85.36' LT INLET PROTECTION (TYP) 2 LOCATIONS STA. 458+52.85 R 3 END MILLING & URFACING STA. 463+86.76 R 3, 23.31' LT END GUARDRAIL TRANSITION INLET PROTECTION (TYP) 2 LOCATIONS 464+61.75 R 3 85.45' LT 84.90' MES 18"RCP catch basin 458 458+12.84 R 3 182.53' 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 458+49.05 R 3 92.23' RT BM 3 RAIL STAMPED 61-15-A01V N 647670.8349 E 1556754.8294 ELEV. 68.240 459 460 461 462 463 FDOT BRASS DISK IN BRIDGE STA. 458+71.80 R 3, 23.24' RT STA. 458+72.46 R 3, 21.18' LT END GUARDRAILTL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 STA. 458+72.46 R 3, 22.01' RT END GUARDRAILTL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 STA. 458+28.15 R 3, 24.11' RT BEGIN GUARDRAIL TRANSITION REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT 460+00.21 R 3 191.97' RT SURVEY CYPS SLOUGH CYPS SLOUGH SR 10 (US90) BRIDGE #BR610091 461+16.20 R 3 197.82' RT 461+23.28 R 3 214.39' RT 461+13.98 R 3 237.59' RT URFACING STA. 463+45.11 R 3, 21.41' LT STA. 463+64.78 R 3 BEGIN MILLING & BEGIN GUARDRAILTL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 STA. 463+45.06 R 3, 22.07' RT BEGIN GUARDRAILTL-3 TRANSITION AND CONNECTION TO EXISTING BRIDGE, PER DESIGN STD. 402, SCHEME 2 BEGIN STA. 463+63.77 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-11 464 465 back of curb face of curb EOP SIGN SHOP 11/11 FDOT INSTALLED 12/14 WETLAND J BM A5 WETLAND G N 647874.7994 E 1557282.6640 ELEV. 65.150 18 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. 463+87.15 R 3, 24.27' RT END GUARDRAIL TRANSITION STA. 464+37.65 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 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (9) 15 8/18/2016 3:26:26 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd09.dgn
217.16' 232.86' SCALE: 1" = 50' N REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT STA. 467+33.71 R 3, 30.32' LT END GUARDRAILTL-3 WITH FLARED END ANCHORAGE ASSEMBLY 469+21.07 R 3 60.35' LT ABANDONED ROAD BROKEN asphalt ROAD CLOSED FDOT DOF 01 DOI 01 83.36' 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 465 466 467 465+48.42 R 3 42.87' RT 29.57' LT WETLAND G REMOVE EXISTING GUARDRAIL, CONSTRUCT GUARDRAIL WITH MISC. ASPHALT PAVEMENT 467+13.57 R 3 467+31.14 R 3 32.35' LT 467+21.11 R 3 228.31' RT WETLAND F J-2 467+42.78 R 3 32.47' LT 467+56.87 R 3 25.15' LT SR 10 (US90) MES F-2 F-5 F-6 24" RCP 24" RCP MES J-3 REFLECTOR 468 469 470 471 472 STA. 467+32.25 R 3, 29.87' RT SURVEY END GUARDRAILTL-3 WITH FLARED END ANCHORAGE ASSEMBLY 469+25.14 R 3 20.25' 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 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (10) 16 8/18/2016 3:26:27 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd10.dgn
232.86' 175.72' 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 04/14 472 473 474 475 476 477 478 479 SR 10 (US90) END STA. 475+98.54 R 3, 36.36' LT 475+93.66 R 3 25.51' LT +11.63 R 3 42.23' LT PALMER DR. 18" RCP 10"WOOD W/ LIGHT +36.98 R 3 42.26' LT 476+42.86 R 3 42.49' 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. 473+31.24 R 3, 23.11' RT N 648184.3598 E 1558120.9422 ELEV. 58.260 WETLAND G SURVEY (3) REFLECTOR NO INFO LEFT AND RIGHT ARROW DOI 701 476+75.64 R 3 21.84' RT JCT WASHINGTON COUNTY 179 FDOT DOF 01 DOI END STA. 476+84.45 R 3, 35.87' RT +01.33 R 3 40.96' RT 476+16.88 R 3 204.88' 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-1 +27.89 R 3 40.59' RT 12" WOOD W/ LIGHT WETLAND H 477+55.79 R 3 22.46' RT BEGIN STA. 477+48.45 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 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (11) 17 8/18/2016 3:26:28 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd11.dgn
175.72' WATER WATER 132.54' 40.74' DBL YLW LL BM A7 WETLAND H SET 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA. 480+76.74 R 3, 26.81' LT N 648493.3369 E 1558801.2282 ELEV. 62.740 12"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 479 480 481 482 483 484 484 485 479+43.72 171.21' RT 480+48.41 R 3 39.73' LT 480+60.84 R 3 23.36' RT END STA. 480+66.66 R 3, 34.86' RT +02.50 R 3 38.61' LT WRIGHT'S CREEK RD. +45.32 R 3 42.48' LT SURVEY 481+30.89 R 3 24.37' RT 482+80.30 R 3 33.87' RT SR 10 (US90) END STA. 482+87.82 R 3, 44.67' RT +00.08 R 3 BEGIN 43.34' RT STA. 481+23.63 R 3, 34.26' RT ST. MARY'S RD. +38.57 R 3 42.42' RT FDOT DOF 05 DOI 05 12" WOOD EQUATION: POT Sta 484+49.47 R 3 BK = Sta 484+00.00 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 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (12) 18 8/18/2016 3:26:30 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd12.dgn
132.54' BM A8 FND 5/8 REBAR W/ ORANGE FDOT CONTROL CAP STA. 486+59.62 R 4, 21.92' LT N 648711.2121 E 1559394.8825 ELEV. 67.390 BM 6 4"x4" CONC. MONUMENT WITH FDOT ALUMINUM DISK STAMPED 61-11-B01V STA. 487+92.19 R 4, 61.22' LT N 648794.0997 E 1559506.3751 ELEV. 67.420 END PROJECT STA. 488+91.50 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 01 485 486 9"WOOD BM A8 PC STA. 486+74.91 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 = 371.76 L = 742.91 8"WOOD POST 4' ABOVE GROUND 12" WOOD 10" WOOD W/ STREET LIGHT 487 488 489 490 SR 10 (US90) SURVEY CURVE BL3 STA. 488+91.50 R 4 END MILLING & URFACING PI STA. = 490+46.67 R 4 R = 7,496.58 PC STA. = 486+74.91 R 4 PT STA. = 494+17.82 R 4 e = ± 0.055 132.00' 68.00' PI STA. 490+46.67 R 4 491 492 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 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (13) 19 8/18/2016 3:26:32 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\planrd13.dgn
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. 1. 2. 3. THE SPEED LIMIT FOR THE WORK ZONE IS THE SAME AS THE POSTED SPEED LIMIT. THE POSTED SPEEDS ARE: 55 MPH FROM STA. 419+32.55 TO STA. 431+60.00 45 MPH FROM STA. 431+60.00 TO STA. 488+91.50. 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 603. 4. 5. 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 14-06 W20-7 1140' 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 600 500' 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 14-06 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 61G15-23.004, 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\017-016001\43626415201\roadway\tcgnrd01.dgn
THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID STORMWATER POLLUTION PREVENTION PLAN (1) 21 8/18/2016 3:26:35 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\swpprd01.dgn
THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID STORMWATER POLLUTION PREVENTION PLAN (2) 22 8/18/2016 3:26:42 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\swpprd01.dgn
THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. ROAD COUNTY FINANCIAL PROJECT ID STORMWATER POLLUTION PREVENTION PLAN (3) 23 8/18/2016 3:26:49 PM P:\Projects\017FDOT3\017-016001\43626415201\roadway\swpprd01.dgn