STATE OF FLORIDA 10 DEPARTMENT OF TRANSPORTATION CONTRACT PLANS FINANCIAL PROJECT ID DUVAL COUNTY (72260) SR 105 / SR A1A

Transcription

1 CONSTRUCTION CONTRACT No. E2U COMPONENTS OF CONTRACT PLANS SET 1 CHIPLEY ROADWAY PLANS PENSACOLA FORT WALTON BEACH TALLAHASSEE 1 LAKE 295 JACKSONVILLE PANAMA CITY CITY ST AUGUSTINE GAINESVILLE CONTRACT PLANS LOCATION OF PROJECT OCALA DELAND DAYTONA BEACH A DETAILED INDEX APPEARS ON THE KEY OF EACH COMPONENT FINANCIAL PROJECT ID NEW PORT RICHEY TAMPA ST PETERSBURG 75 ORLANDO LAKELAND BARTOW BEE LINE EXPRESSWAY FLORIDA S TURNPIKE MELBOURNE - COCOA DUVAL COUNTY (7226) 275 SARASOTA - BRADENTON FT PIERCE INDEX OF ROADWAY PLANS 1 KEY 2 SIGNATURE 3 SUMMARY OF PAY ITEMS TYPICAL SECTION SQ-1 - SQ-2 SUMMARY OF QUANTITIES 5 PROJECT LAYOUT 6 PROJECT NOTES 7-9 PLAN 1-13 SALT MARSH RESTORATION CROSS SECTIONS 1 STORMWATER POLLUTION PREVENTION PLAN CTL-1 - CTL-2 SURVEY CONTROL POINTS T-1-N T-1-S BEGIN PROJECT STA B LSR 15/A1A SR 15/A1A MP =.995 LIST OF REVISED INDEX DRAWINGS INDEX TO DOWNTOWN JACKSONVILLE GOVERNING STANDARDS AND SPECIFICATIONS: Florida Department of Transportation, 2 Design Standards and revised Index Drawings as appended herein, and Jan. 2 Standard Specifications for Road and Bridge Construction, as amended by T-1-S Contract Documents. T-2-S For Design Standards click on the "Design Standards" link at the following web site: For the Standard Specifications for Road and Bridge Construction click on the "Specifications" link at the following web site: TO FERNANDINA SR 15 / SR A1A R-2-E R-29-E R-2-E R-29-E T-1-N T-1-S T-1-S T-2-S N 1 2 Miles END PROJECT STA B LSR 15/A1A SR 15/A1A MP = 1. KEY ROADWAY SHOP DRAWINGS TO BE SUBMITTED TO: PLANS PREPARED BY: NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. ROADWAY PLANS NAPLES ENGINEER OF RECORD: P.E. : FT MYERS 75 KEY WEST Daryl R. Myers, PE Ayres Associates 522 Shad Road Suite 2-3 (9) Fax (9) Shad Road Suite 2-3 (9) Fax (9) No. 356 Vendor No. VF Contract No. C WEST PALM BEACH FT LAUDERDALE MIAMI Daryl R. Myers, PE NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. FISCAL YEAR FDOT PROJECT MANAGER: CRAIG TEAL, PE 1 CastroJ 2/1/2 1:7:2 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\keys

2 E F E I S G SI ONAL EN R ID ap p E A STATE OF FLORIDA o n d a l an Su r veyor N O LO i ss fe Pro PR STATE OF F PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. er Ayres Associates 522 Shad Road Suite 2-3 signed by Brandon Digitally Brandon M Robbins M Robbins Date: 11:19:2-5'' M ER be ce r Li LS671 S Digitally signed by Daryl R Myers Date: :25:33-5'' No 6176 THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: DON RO AN B R B B enu m s n IN I L S D THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: L R.MYE RY R A CEN S PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. Ghiotto & Associates (9) No Phillips Highway Jacksonville, Florida 3227 (9) 6-71 No. LB65 Professional Surveyor & Mapper: Brandon Robbins, PSM LS671 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE THE ABOVE NAMED PROFESSIONAL SURVEYOR AND MAPPER SHALL BE RESPONSIBLE FOR THE FOLLOWING S IN ACCORDANCE WITH RULE 5J-17.62, F.A.C. FOLLOWING S IN ACCORDANCE WITH RULE 61G15-2, F.A.C. ROADWAY PLANS ROADWAY PLANS 2 SIGNATURE CTL-1 CTL-2 SURVEY CONTROL POINTS 1 KEY 2 SIGNATURE 3 SUMMARY OF PAY ITEMS TYPICAL SECTION SQ-1 - SQ-2 SUMMARY OF QUANTITIES 5 PROJECT LAYOUT 6 PROJECT NOTES 7-9 PLAN 1-13 SALT MARSH RESTORATION CROSS SECTIONS 1 STORMWATER POLLUTION PREVENTION PLAN 522 Shad Road Suite 2-3 (9) No. 356 ROAD SR 15/SR A1A COUNTY SIGNATURE FINANCIAL PROJECT ID DUVAL CastroJ 2/1/2 1:7:3 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\SIGNR

3 1/22/2 1::5 AM FLORIDA PROPOSAL SUMMARY OF PAY ITEMS FOR PROPOSAL: E2U LEAD PROJECT : DISTRICT : 2 COUNTY/SECTION : 7226 PROJECT(S) : COUNTY : DUVAL 1 SUMMARY OF ROADWAY SPC ALT ITEM NUMBER ITEM UNIT QUANTITY TOTAL MOBILIZATION LS MAINTENANCE OF TRAFFIC (LS) WORK ZONE SIGN ED SEDIMENT BARRIER LF FLOATING TURBIDITY BARRIER LF SOIL TRACKING PREVENTION DEVICE EA LITTER REMOVAL AC 3 N CLEARING & GRUBBING (LS) REGULAR EXCAVATION CY INITIAL CONTINGENCY AMOUNT, DO NOT BID LS NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL SUMMARY OF PAY ITEMS 3 1/22/2 1:33:6 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\CESSR

4 * Sediment Barrier 22' 2' STD CLEARING AND GRUBBING VARIES (3' TO 1') CONST. VARIES (65' TO ') VARIES (233' TO 133') 1:1 ELEVATION 1.5 Ft. GEORGE SALT MARSH RESTORATION TYPICAL SECTION STA. 2+1 TO STA WETLAND IMPACT VARIES * / Property Line VARIES (' TO 3') Natural Ground SEDIMENT BARRIER IS BEING USED TO PREVENT GOPHER TORTOISE FROM ENTERING THE WORK AREA NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL TYPICAL SECTION 1/22/2 1:33:7 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\TYPSR

5 SUMMARY OF LUMP SUM ITEMS PAY ITEM PAY ITEM QUANTITY P F DESIGN NOTES CONSTRUCTION REMARKS 11-1 MOBILIZATION 1 PAY ITEM PAY ITEM SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS UNIT PHASE I DURATION QUANTITY TOTAL TOTAL GRAND TOTAL DAYS P P P F P F -1 MAINTENANCE OF TRAFFIC LS WORK ZONE SIGNS ED LOCATION STA. TO STA. SIDE SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES ELEMENT ID to 2+3 RT to RT to RT to 97+. RT to LF to LF to LF SEDIMENT BARRIER FLOATING TURBIDITY BARRIER SOIL TRACKING PREVENTION DEVICE LF LF EA P F P F P F DESIGN NOTES 1 CONSTRUCTION STAGE AREA 1+9. RT 5 PROPOSED CHANNEL 3+6. RT 5 PROPOSED CHANNEL 7+. RT 5 PROPOSED CHANNEL SUB-TOTAL: TOTAL: DESIGN NOTES CONSTRUCTION REMARKS CONSTRUCTION REMARKS NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL SUMMARY OF QUANTITIES SQ-1 1/22/2 1:33:7 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\SUMQR

6 SUMMARY OF LITTER REMOVAL AND MOWING LITTER REMOVAL CONST. PHASE PAY ITEM LOCATION STA. TO STA. PAY ITEM SIDE LOCATION DURATION (DAYS) FREQUENCY (DAYS) SIDE 17 1 AREA LENGTH WIDTH CYCLES AREA ID SUMMARY OF REMOVAL ITEMS SECONDARY UNITS AREA ID LENGTH WIDTH UNITS (IF LUMP SUM) QUANTITY TOTAL STA. TO STA. AREA (AC) P F P F CLEARING AND GRUBBING LS 1 3 Ac. AC/ CYCLE DESIGN NOTES TO RT/LT SALT MARSH AREA TO 97+. RT/LT CONSTRUCTION ACCESS 97+. TO 9+9 RT/LT TOTAL (AC) DESIGN NOTES TO RT/LT VARIES VARIES SALT MARSH TO 97+. RT/LT VARIES VARIES ACCESS PATH 97+. TO 9+9 RT/LT 3 6 VARIES VARIES STAGING AREAS PAY ITEM PAY ITEM SUMMARY OF EARTHWORK -1 REGULAR EXCAVATION 19,563 P CY F P SUB-TOTAL: 3 TOTAL: DESIGN NOTES F CONSTRUCTION REMARKS CONSTRUCTION STAGE AREA CONSTRUCTION REMARKS CONSTRUCTION REMARKS NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL SUMMARY OF QUANTITIES SQ-2 1/22/2 1:33: AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\SUMQR

7 W1- W1-15 W1-17 W1-1 W1-13 W1-1 W1- W1-11 W1-25 W1-1 W1-19 W1-9 WL-26 WL-27 W1-2 W1- W1-7 W1-2 W1-21 W1-6 W1-23 WL-2 W1-22 WL-29 W1-5 WL-3 W1-3 W1- WL-31 W1-2 WL-32 W1-1 WL-33 W1-3 W2-33 WL-35 W2-32 W2-31 WL-36 W2-3 W2-3 W2-39 WL-37 W2-36 W2-35 W2-29 W2-3 WL-1 W2-37 WL-3 W2- WL- WL-39 W2-2 WL-2 W2-1 WL- WL-3 W2-27 WL-5 W2-2 W2-26 W2-3 W2-6 W2-5 W2- W2-25 W2-2 W2-23 W2-7 W2-22 DIRT W2-21 W2- W2-5 W2-2 W2-9 PI STA W2-51 SHELL MOUND W2-19 W2-1 W2-52 LIMEROCK STOP SIGN METAL METAL "NATIONAL PARK SERVICE TIMUQUAN ECOLOGICAL & HISTORIC PRESERVE KINGSLEY PLANTATION OPEN 9AM TO 5PM" W2-17 W2-53 MULTIPLE ADDRESS BOX W2- PT STA W2-5 WOOD "RIBAULT CLUB HOUSE CIRCA 192" W2-15 W2-55 W2-56 W2-1 W2-57 W2-13 W2-5 W2- W2-11 W2-1 W2-9 W2-59 W2-6 W2- W2- W2-7 W2-5 W2-3 W2-2 W2-1 W2-6 W2-61 W2-63 W2-62 PC STA. 5+2 W2-6 3' HIGH RETENTION WALL W2-65 FOC MARKER REFLECTER POST 1133 W2-66 W2-67 W2-6 W2-72 W2-71 W2-73 W2-69 W2-7 W NARROW BRIDGE W2-75 W2-76 W2-77 W2-7 W2-79 WOOD 1156 GATE W2- NO ADDRESS 1 16 W W2-2 W2-3 W2- W2-5 W2- W2-6 W W2-9 W2-9 W W2-92 W2-93 DIRT W2-9 W2-95 W W2-96 DIRT SMPT- ELEV. = 3.' W2-9 SMPT-5 ELEV. = 1.56' W2-1 W2-99 SMPT-3 ELEV. = 1.6' W3-5 W3-6 W3- W2-11 W2- SMPT-2 ELEV. = 1.17' W2-13 W2-1 SMPT-1 ELEV. = -.' W2-15 W3-3 W2- W2-17 W3-2 1" 17" W2-111 W " W3-1 WOOD 1" W2-1 GATE W2-1 W2-11 W " W2-19 W2-136 W2-137 W2-1 W2-115 W W2-117 W2-135 W2-13 CHAPMANS PLACE W2- W2-13 W2-11 W2- WOOD W2-1 W2-3 W2-5 W2-139 W W2-2 W2-133 W2-132 W2-7 W2-1 W2-152 W2-153 W2- W2-131 W2-13 W2-9 W2-11 W2-151 W2-13 W2-26 W2-15 W2-15 W2-1 U/G CABLE_TV LINE MARKER. (OWNER: BELL SOUTH U/G CABLE 32 W2- W2-19 BELL SOUTH BURIED FIBER OPTIC CABLE W2-17 W2-1 5 BRICK CONSTRUCTION ACCESS & STAGING AREA No. WETLAND LIMITS PT STA END PROJECT END CONSTRUCTION STA. 9+9 } CONST. Ft. G E O R G E R D. TREE LINE LIMEROCK POT STA ' TREE LINE ASPHALT PC STA POT STA POT STA PI STA COQUINA FOUNDATION SHELL MOUND 55 SHELL MOUND WOOD "FORT GEORGE ISLAND CULTURAL STATE PARK" PC STA No WOOD "EPISCOPAL CHURCH WELCOMES YOU" PROPOSED ' CONSTRUCTION ACCESS PATH TRAILHEAD PT STA PI STA RIP RAP SEA WALL PI STA PRC STA LIMITS OF CLEARING & GRUBBING FUTURE Ft. GEORGE ACCESS ROAD R/W LINE 17 5 PI STA PI STA PT STA PI STA POT STA PT STA PROPERTY LINE CONCRETE WOOD BARRIER WALL 15 CONCRETE PC STA SOLID_WHITE DOUBLE_YELLOW ' CHAIN_LINK WOODEN SHED 6' WOOD_PRIVACY 6' WOOD_PRIVACY } CONST. FU TU R E Ft. G EO R G E A C C ESS R O A D SR A1A ' CHAIN_LINK ' CHAIN_LINK FENCE IN POOR CONDITION. BROKEN DOWN PROPOSED SALT MARSH RESTORATION AREA (.72 Ac.) R/W LINE SOLID_WHITE POT STA. 1+. SALT MARSH LIMITS 5' WROUGHT IRON WITH BLOCK 5' METAL GATE ' METAL GATE 5' WROUGHT IRON WITH BLOCK 52 ' WOOD BOARD FENCE SMPT-1 ELEV. = -.' CONCRETE } SR 15/A1A PROPERTY LINE SMPT-5 ELEV. = 1.56' No. 7 SMPT-2 ELEV. = 1.17' SMPT-3 ELEV. = 1.6' SMPT- ELEV. = 3.' ASPHALT 6' WROUGHT IRON WITH BRICK COLUMNS POT STA CONCRETE 5 FRESH WATER WETLAND IMPACT AREA (1.5 Ac.) BEGIN PROJECT N Feet BEGIN CONSTRUCTION STA } CONST. STA } SR 15/A1A = STA. +. } CONSTRUCTION LEGEND 2 SALT MARSH RESTORATION AREA NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 6' HIGH WOOD PRIVACY 522 Shad Road Suite 2-3 (9) No. 356 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL PROJECT LAYOUT 5 1/22/2 1:33: AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\PLAYR

8 PROJECT NOTES ============= 1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 19 (NAVD ) 2. IF ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, IMMEDIATELY NOTIFY THE ENGINEER IN CONJUNCTION WITH THE DISTRICT LOCATION SURVEYOR. 3. IN ACCORDANCE WITH FDOT SPECIFICATIONS -6-, SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE: - THE MONDAY THROUGH SUNDAY OF THE GREATER JACKSONVILLE KINGFISH TOURNAMENT - THE SATURDAY AND SUNDAY OF THE ISLE OF EIGHT FLAGS SHRIMP FESTIVAL - AMELIA CONCOURS D'ELEGANCE - BAUSCH & LOMB TENNIS AMELIA ISLAND - KATIE RIDE FOR LIFE - AMELIA ISLAND JAZZ FESTIVAL - ATLANTIC COAST TRIATHLON CONSTRUCTION PHASING ==================== THE FOLLOWING PHASING NOTES ARE FOR GENERAL INFORMATION PURPOSES. 1. INSTALL PERIMETER CONTROLS 2. EXCAVATE SALT MARSH RESTORATION AREA 3. EXCAVATE CHANNELS (SEE CHANNEL DETAIL) LAST, DUE TO TIDAL FLUCTUATIONS. REMOVE PERIMETER CONTROLS. TRAFFIC CONTROL NOTES ==================== 1. TEMPORARY TRAFFIC CONTROL MEASURES FOR ACCESS OFF OF FT. GEORGE ROAD SHALL BE PROVIDED UTILIZING THE FDOT DESIGN STANDARDS INDEX NO LANE CLOSURES ALLOWED FROM 7: AM TO 9: PM, MONDAY THROUGH SUNDAY. NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL PROJECT NOTES 6 1/22/2 1:33:9 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\gnntr

9 2. AT&T JEA WOOD POWER POLE 56 W/ TRANS. AT&T WOOD POWER POLE NOID JEA R/W LINE JEA 2. POLE AT&T ELECTRIC DROP NORTH SIDE W/ TRANS. WITH LIGHT } SR 15/A1A. POT STA. +. SR A 1 A WOOD POWER POLE 31/5T WITH LIGHT POT STA WOOD POWER POLE 39 WITH LIGHT R/W LINE PROPERTY LINE Natural Ground 2. } CONST STA } SR A1A = STA. +. } CONSTRUCTION WETLAND LIMITS ' RT MHW EL ' RT VARIES 1' EL ' RT PROP. CHANNEL ' RT 5 LF OF FLOATING TURBIDITY BARRIER R 2' EL. 1.2 CHANNEL DETAIL (Typ.) N.T.S. 2. R 2' 7. R 13' ' RT BEGIN PROJECT BEGIN CONSTRUCTION STA } CONST ' RT ' RT ' RT PROP. T.O.B. R ' PROP. CHANNEL EL ' RT R 2' ' RT 5 LF OF FLOATING TURBIDITY BARRIER ' LT ' RT LIMITS OF CLEARING & GRUBBING 3+6 1' RT R 5' ' RT R 2' SEDIMENT BARRIER +1 ' RT ' RT SALT MARSH LIMITS 7... PROP. T.O.B. R 2' ' RT BOTTOM EL. 1.5 R 5' R ' 2' 2' N ' RT Feet 5 2. R 27' LEGEND ' RT 6. FRESH WATER WETLAND IMPACT.3 Ac. EXIST. GOPHER TORTOISE BURROWS SEDIMENT BARRIER Sta. 6+. R ' NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL PLAN 7 1/22/2 1:33:5 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\PLANR

10 Sta. 6+. W2-99 SMPT-2 ELEV. = 1.17' ' RT R 1' ' RT 1.3 SMPT-3 ELEV. = 1.6' W SMPT- ELEV. = 3.' W SMPT-5 ELEV. = 1.56' 1.3 PROP. T.O.B ' LT SMPT-3 W ELEV. = 1.6' ' RT SMPT-2 ELEV. = 1.17' W W W W2-9 W LIMITS OF CLEARING & GRUBBING 5 LF OF FLOATING TURBIDITY BARRIER R 1' ' RT SEDIMENT BARRIER ' RT 7+23 R 177' 157' RT ' LT W ' RT SMPT-5 PROP. CHANNEL EL SMPT- ELEV. = 1.56' W W2- R 3' ELEV. = 3.' 7. W W ' LT BOTTOM EL. 1.5 W2-2 PI STA W2- W2-6 PI STA ' 2' W2-3 W ' RT R '. R 177' ' LT W2-6. R 3' ' RT R 5' ' LT W2-7 W2-79 R ' ' RT ' LT 6. } CONST. W2-69 W2-77 W2-76 W2-6 W ' RT PROP. T.O.B ' LT W2-75 W R 3' W2-71 W PT PI STA W2-72 W2-7 W2-65 W ' RT W ' RT R ' W2-6 W2-6 W ' RT R 1' R 1' W ' RT ' RT MHW EL. WETLAND LIMITS FUTURE Ft. GEORGE SALT MARSH LIMITS ACCESS ROAD PROPERTY LINE Natural Ground N 1 VARIES 1' EL. 1.2 W2-15 Feet LEGEND OLE 1335 TELEPHONE DROP NORTH SIDE W2-1 CHANNEL DETAIL (Typ.) N.T.S FRESH WATER WETLAND IMPACT.67 Ac. EXIST. GOPHER TORTOISE BURROWS SEDIMENT BARRIER ROSS BOX ON WOOD POLE 9. W W2- AT&T W PC STA NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL PLAN 1/22/2 1:33:51 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\PLANR

11 5 LIMEROCK 19 N Feet W2-61 PI STA PI STA ' LT FU TU R E Ft. G E O R G E A C C ESS R O A D W PT STA W ' LT W2-59 W ' LT W2-17 W2-5 W2-57 MHW EL. W2-1 } CONST. W2-56 W2-55 W2-19 W2-5 W2-2 LIMITS OF CLEARING & GRUBBING WETLAND LIMITS W2-53 W2-21 W2-22 WOOD POWER POLE 1325 WOOD. ID 1325 SEDIMENT BARRIER CONSTRUCTION ACCESS PATH W2-52 W2-23 COQUINA FOUNDATION W2-51 SALT MARSH LIMITS W2-2 O/H POWER LINE W2-25 W2-5 W2-26 W Shad Road Suite 2-3 (9) No. 356 PROPERTY LINE W2-27 W2- WL-39 WL-3 W2-7 W2-2 WOOD. 65 ROAD SR 15/SR A1A ' ASPHALT WL-37 W2-6 W2-5 W2-29 WL-36 W2- CONSTRUCTION ACCESS PATH W2-2 W2-37 WL-35 COUNTY DUVAL ' LT W2-3 W2-36 W2-3 W2-1 W2-35 Ft. GEORGE ROAD W2-3 W1-3 LEGEND W2-31 WL-33 FINANCIAL PROJECT ID ' LT STAGING AREA W2- W2-3 WL-32 W ' RT EXIST. GOPHER TORTOISE BURROWS SEDIMENT BARRIER W2-39 WL-31 WL-3 W2-33 WL ' LT POT STA WL-2 POT STA. 5+. WL-27 WL-26 PC STA ' RT SOIL TRACKING 9 99 W1-22 W1-23 W1-2 PREVENTION DEVICE 1' W1-25 PLAN 9+67 ' RT WOOD GUY POLE WOOD. 1 W1-21 POT STA W ' LT TR AILH E A D FU TU R E Ft. G E O R G E W1-19 END PROJECT END CONSTRUCTION STA. 9+9 } CONST. 9 NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 1/22/2 1:33:52 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\PLANR

12 Lim its of Clearing & Grubbing Sedim ent Barrier Lim its of Clearing & Grubbing Sedim ent Barrier Regular Exc. Embankment CONST. A V A V 1:1 1:1 EL. 1.5 EL. 1.5 CONST EL. 1.2 BEGIN PROJECT/EARTHWORK STA " = ' Horizontal 1" = 2' Vertical NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD SR 15/SR A1A COUNTY DUVAL FINANCIAL PROJECT ID SALT MARSH RESTORATION CROSS SECTIONS 1 1/22/2 1:33:52 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\RDXSR

13 Regular Exc. Embankment CONST. A V A V Lim its of Clearing & Grubbing Sedim ent Barrier Lim its of Clearing & Grubbing Sedim ent Barrier Lim its of Clearing 1:1 & Grubbing Sedim ent Barrier : :1 CONST EL. 1.5 EL. 1.5 EL " = ' Horizontal 1" = 2' Vertical NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD SR 15/SR A1A COUNTY DUVAL FINANCIAL PROJECT ID SALT MARSH RESTORATION CROSS SECTIONS 11 1/22/2 1:33:53 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\RDXSR

14 CONST. Regular Exc. A V Embankment A V Lim its of Clearing & Grubbing Sedim ent Barrier Lim its of Clearing & Grubbing Sedim ent Barrier Lim its of Clearing & Grubbing Sedim ent Barrier 1: 1:1 1:1.7 6 EL EL EL. 1.5 CONST " = ' Horizontal 1" = 2' Vertical NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD SR 15/SR A1A COUNTY DUVAL FINANCIAL PROJECT ID SALT MARSH RESTORATION CROSS SECTIONS 1/22/2 1:33:53 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\RDXSR

15 Regular Exc. Embankment A V A V CONST. Lim its of Clearing & Grubbing Sedim ent Barrier :13 EL : END EARTHWORK STA " = ' Horizontal 1" = 2' Vertical CONST NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD SR 15/SR A1A COUNTY DUVAL FINANCIAL PROJECT ID SALT MARSH RESTORATION CROSS SECTIONS 13 1/22/2 1:33:53 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\RDXSR

16 The following narrative of the Stormwater Pollution Prevention Plan is for FPID and contains references to the FDOT Specifications, the Design Standards, and other sheets of these Construction Plans. The first sheet of the Construction Plans (called the Key Sheet) contains an index to the other sheets. The complete Stormwater Pollution Prevention Plan includes several items: this narrative description, the documents referenced in this narrative, the contractor's approved Erosion Control Plan required by FDOT Specification Section 1, and reports of inspections made during construction. 2. CONTROLS: 2.a. Erosion and Sediment Controls: In the Sediment and Erosion Control Plan, describe the proposed stabilization and structural practices. As work progresses, adapt to seasonal variation. For each construction phase, install perimeter controls necessary for installation of controls after clearing and grubbing but before beginning other work for the construction phase. Remove perimeter controls only after all upstream areas are stabilized. 2.c.2. Offsite Vehicle Tracking & Dust Control: In the Sediment and Erosion Control Plan, describe the proposed methods for minimizing offsite vehicle tracking of sediments and generating dust. The proposed methods shall include at least the following, unless otherwise approved by the Engineer: * Covering loaded haul trucks with tarpaulins. * Removing excess dirt from roads daily. 1. SITE : 1.a. Nature of Construction Activity: The project involves the construction of a.72 Ac. of salt marsh restoration area on Batten Island. 1.b. Sequence of Major Soil Disturbing Activities: In the Sediment and Erosion Control Plan, provide a detailed sequence for all construction activities. Follow the sequence of major activities described below, unless the contractor proposes a different sequence that is equal or better at controlling erosion and trapping sediment and is approved by the Engineer. For each construction phase, install perimeter controls after clearing and grubbing necessary for installation of controls but before beginning other work for the construction phase. Remove perimeter controls only after all upstream areas are stabilized. 1. Clearing and grubbing, earthwork, for construction access and staging area. 2. Clearing and grubbing, earthwork for salt marsh restoration area. 3. Clearing and grubbing, earthwork for channel construction. 1.c. Area Estimates: Total site area: 25.9 acres Total area to be disturbed: Approximate 3 acres 1.d. Runoff Data: Runoff Coefficients: Before:.2 After:.2 Soil Data: According to the NRCS Soil Survey the project traverses soil mapping units consisting of : - Plummer-Plummer wet, sands - Sapelo Sand - Starke mucky fine sand, depressional - Albany Fine Sand - Leo Sand - Chipley Fine Sand. Outfall Information: Haulover Creek X = Y = e. Site Map: The construction plans are being used as the site maps. The location of the required information is described below. The sheet numbers for the plan sheets referenced are identified on the Key Sheet of these construction plans. * Approximate slopes: The slopes of the site can be seen in the cross section sheets of the construction plans and the typical Section. * Areas of soil disturbance: The areas to be disturbed are indicated in the plan sheets and cross sections for the project. 1.f. Receiving Waters: See Item 1.d for the outfall locations and receiving water names. 2.a.1. Stabilization Practices: In the Sediment and Erosion Control Plan, describe the Stabilization practices proposed to control erosion. Initiate all stabilization measures as soon as practical, but in no case more than 7 days, in portions of the site where construction activities have temporarily or permanently ceased. The stabilization practices shall include at least the following, unless otherwise approved by the Engineer. Dirt dams in standing or flowing water, are required to be wrapped in filter fabric or plastic with overlapping seams and secured on top, to prevent any dirt from being washed downstream during storm events or during normal flow. Provide enough of a hydraulic opening or keep the fill low enough to not back water up during normal flow of storm events to prevent flooding of properties upstream of the culvert. 2.a.2 Structural Practices: In the Sediment and Erosion Control Plan, describe the proposed structural practices to control or trap sediment and otherwise prevent the discharge of pollutants from exposed areas of the site. Sediment controls shall be in place before disturbing soil upstream of the control. The structural practices shall include at least the following, unless otherwise approved by the Engineer. Temporary: * Sediment barrier and floating turbidity barrier in accordance with FDOT Specification Section 1. 2.b Stormwater Management: Not applicable because no stormwater management facilities are involved in the project. 2.c Other Controls: 2.c.1. Waste Disposal In the Sediment and Erosion Control Plan, describe the proposed methods to prevent the discharge of solid materials, including building materials, to waters of the United States. The proposed methods shall include at least the following, unless otherwise approved by the Engineer: * Providing litter control and collection within the project during construction activities. * Disposing of all fertilizer or other chemical containers according to EPA's standard practices as detailed by the manufacturer. * Disposing of solid materials including building and construction materials in a legal manner, not in surface waters or wetlands. * Stabilizing construction entrances. * Using roadway sweepers during dust generating activities such as grading. * Soil tracking prevention device. 2.c.3. State and Local Regulations For Waste Disposal, Sanitary Sewer, Or Septic Tank Regulations: In the Section 1 Erosion Control Plan, describe the proposed procedures to comply with applicable state and local regulations for waste disposal, and sanitary sewer or septic systems. 2.c.. Fertilizers and Pesticides: In the Sediment and Erosion Control Plan, describe the procedures for applying fertilizers and pesticides. The proposed procedures shall comply with applicable subsections of Section 57 of the FDOT Specifications. 2.c.5. Toxic Substances: In the Sediment and Erosion Control Plan, provide a list of toxic substances that are likely to be used on the job and provide a plan addressing the generation, application, migration, storage, and disposal of these substances. MAINTENANCE: In the Sediment and Erosion Control Plan, provide a plan for maintaining all erosion and sediment controls throughout construction. The maintenance plan shall at a minimum, comply with the following: * Sediment barrier and floating turbidity barrier: Maintain per Section 1. INSPECTIONS: Provide the Engineer with a minimum of 2 hour notice prior to the weekly erosion control inspection required by FDOT Specification NON-STORMWATER DISCHARGES: In the Section 1 Erosion Control Plan, identify all anticipated non-stormwater discharges (except flows from fire fighting activities). Describe the proposed measures to prevent pollution of these non-stormwater discharges. NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-2, F.A.C. 522 Shad Road Suite 2-3 (9) No. 356 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL STORMWATER POLLUTION PREVENTION PLAN 1 1/22/2 1:33:5 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\roadway\swpp

17 SET MAG NL W/ DISK "FDOT LB65" N.T.S. REF. CAP LB65 REF. CAP LB65 REF. CAP LB65 N.T.S. 5. REF. CAP LB '" SURVEY S.R. No. A1A REF. CAP LB65 SET MAG NL W/ DISK "FDOT 6+3 LB65" REF. CAP LB65 N.T.S. SURVEY S.R. No. A1A BEGIN SURVEY P.O.T. STA REF. CAP LB REF. CAP LB65 P.O.T. STA '" P.T. STA '" SET MAG NL W/ DISK "FDOT 2+ LB65" SURVEY S.R. No. A1A N.T.S. 9 '" SURVEY S.R. No. A1A SET MAG NL W/ REF. DISK LB65 P.C. STA REF. CAP LB65 SET MAG NL W/ DISK "FDOT LB65" 9 '" SET MAG NL W/ REF. DISK LB65 SURVEY S.R. No. A1A SET MAG NL W/ DISK "FDOT LB65" N.T.S. N.T.S. SURVEY S.R. No. A1A REF. CAP LB SET MAG NL W/ DISK "FDOT 3+ LB65" P.O.T. STA. 3+. N.T.S. SURVEY S.R. No. A1A 9 '" END OF SURVEY REF. CAP LB65 P.O.T. STA SET MAG NL W/ REF. DISK LB65 (SET ON TOP OF 6"X6" CONCRETE SRD MONUMENT) SET MAG NL W/ DISK "FDOT LB65" REF. CAP LB65 SET MAG NL W/ REF. DISK LB '" P.T. STA SURVEY S.R. No. A1A 7 5'5" 9 '" N.T.S. SET MAG NL W/ DISK "FDOT LB65" SET MAG NL W/ REF. DISK LB65 P.O.T. STA REF. CAP LB65 REF. CAP LB65 REF. CAP LB65 SET MAG NL W/ REF. DISK LB65 SURVEY S.R. No. A1A SET MAG NL W/ DISK "FDOT 1+ LB65" SET MAG NL W/ REF. DISK LB '" P.O.T. STA. 1+. N.T.S. NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 5J-17.62, F.A.C. Ghiotto & Associates 226 Phillips Highway Jacksonville, Florida 3227 (9) 6-71 No. LB65 Professional Surveyor & Mapper: Brandon Robbins, PSM LS671 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL SURVEY CONTROL POINTS CTL-1 CastroJ 2/1/2 1:7:3 AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\survey\ctlsrd

18 RESTORATION AREA CONSTRUCTION COORDINATE DATA DESIGNATION B/L STATION OFFSET ELEVATION NORTHING (Y) EASTING (X) GPS ' LT. N/A SET 5/" I.R. W/ ALUMINUM CAP STAMPED "72265 GPS1 LB65" GPS ' RT. N/A SET 5/" I.R. W/ ALUMINUM CAP STAMPED "72265 GPS2 LB65" C ' LT. N/A SET 5/" I.R. W/ ALUMINUM CAP STAMPED "72265 C1 LB65" C ' LT. N/A SET 5/" I.R. W/ ALUMINUM CAP STAMPED "72265 C2 LB65" TBM2 TBM3 TBM ABBREVIATIONS BM B L BM C# CLI CENTER LINE INTERSECTION CM CONCRETE MONUMENT ELEV. ELEVATION F.D.O.T. FLORIDA FND GPS I.R. LB LT. N/A No. N.T.S P.C. P.O.C. P.O.T. P.T. P.I. RT. RR S.R. T.C. W/ SURVEYOR, WITHOUT DELAY, BY TELEPHONE (36) ' LT ' RT. 9 SET X-CUT IN CONCRETE DRIVEWAY 31.7' RT. BENCH MARK BASELINE BENCHMARK CONTROL POINT FOUND GLOBAL POSITIONING SYSTEM IRON ROD LICENSED BUSINESS LEFT NOT APPLICABLE NUMBER NOT TO SCALE POINT ON TANGENT POINT OF TANGENT POINT OF INTERSECTION RIGHT RAIL ROAD STATE ROAD TANGENT S.R.E WITH ' RT SET X-CUT IN CONCRETE DRIVEWAY.939 P.O.T P.C P.T P.C P.T P.O.T S.R. A1A COORDINATE DATA C ' LT. N/A SET 5/" I.R. W/ ALUMINUM CAP STAMPED "72265 C3 LB65" GPS3 GPS BM1 BEYOND BASELINE LIMITS BEYOND BASELINE LIMITS POINT OF CURVATURE POINT ON CURVE THIS PROJECT IS BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM NAD HORIZONTAL AND VERTICAL CONTROL 99 HORIZONTAL DATUM. THE VERTICAL DATUM IS BASED ON NAVD. N/A SET 5/" I.R. W/ ALUMINUM CAP STAMPED "72265 GPS3 LB65" N/A SET 5/" I.R. W/ ALUMINUM CAP STAMPED "72265 GPS LB65" SET BRONZE DISK ON NW BRIDGE WALL STAMPED "72265 BM1" R ' RT FOUND PMON W/ BRASS DISK STAMPED "R32 197" SET BOX CUT ON STRAIGHT END WALL STATION NORTHING EASTING P.O.T P.I P.I HORIZONTAL INFORMATION FOR BENCHMARKS IS SHOWN TO THE NEAREST TENTH OF A FOOT FOR COORDINATES, AND IS TO BE USED FOR RECONAISSANCE PURPOSES ONLY. DO NOT USE FOR HORIZONTAL CONTROL P.O.T STATION NORTHING EASTING 1. ANY CONTROL MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED IF POSSIBLE. IF A MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT ADMINISTRATOR SHOULD NOTIFY THE DISTRICT T32 BEYOND BASELINE LIMITS 11 FOUND BRASS DISK ON SE CORNER OF BRIDGE STAMPED "T " NOTICE: THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 5J-17.62, F.A.C. Ghiotto & Associates 226 Phillips Highway Jacksonville, Florida 3227 (9) 6-71 No. LB65 Professional Surveyor & Mapper: Brandon Robbins, PSM LS671 ROAD COUNTY FINANCIAL PROJECT ID SR 15/SR A1A DUVAL SURVEY CONTROL POINTS CTL-2 CastroJ 2/1/2 1:7: AM L:\ (Salt Marsh Restoration Batten Island_TWO#23)\95521\survey\ctlsrd