PINFISH COURT DRAINAGE IMPROVEMENTS

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P RAILWAY 6 COMPONENTS OF CONTRACT PLANS SET 10 CHIPLEY 95 PENSACOLA FORT WALTON BEACH TALLAHASSEE 10 LAKE 295 JACKSONVILLE PANAMA CITY CITY ST AUGUSTINE GAINESVILLE DRAINAGE IMPROVEMENTS OCALA

- COCOA COUNTY 2 SARASOTA - BRADENTON 95 FT PIERCE INDEX OF ROADWAY PLANS FT MYERS WEST PALM BEACH NAPLES 1 KEY FT LAUDERDALE 2 SUMMARY OF PAY ITEMS MIAMI 3 GENERAL NOTES PROJECT LAYOUT PROJECT

00 MOUND STATE HISTORIC KEY 31 SITE 33 Estero 3 STATE High 36 32 ARCHAEOLOGICAL SITE MOUND Wiliams Road School CHARLIE KEY KEY 6 5 3 Goombs Pt.

10 11 12 7 LONG KEY 865 BAY AQUATIC PRESERVE PLANS PREPARED BY: New Pas BIG Pass 2 HICKORY IS. Broadway Channel Spring Cr. 887 RYAN K. BELL, P.E. 60010 COUNCIL DISTRICT 1: AMY QUAREMBA BEGIN PROJECT STA.

2 P RAILWAY 6 COMPONENTS OF CONTRACT PLANS SET 10 CHIPLEY 95 PENSACOLA FORT WALTON BEACH TALLAHASSEE 10 LAKE 295 JACKSONVILLE PANAMA CITY CITY ST AUGUSTINE GAINESVILLE DRAINAGE IMPROVEMENTS OCALA DELAND DAYTONA BEACH A DETAILED INDEX APPEARS ON THE KEY OF EACH COMPONENT JEI PROJECT ID NEW PORT RICHEY TAMPA ST PETERSBURG ORLANDO LAKELAND BARTOW BEE LINE EXPRESSWAY FLORIDA'S TURNPIKE MELBOURNE - COCOA COUNTY 2 SARASOTA - BRADENTON 95 FT PIERCE INDEX OF ROADWAY PLANS FT MYERS WEST PALM BEACH NAPLES 1 KEY FT LAUDERDALE 2 SUMMARY OF PAY ITEMS MIAMI 3 GENERAL NOTES PROJECT LAYOUT PROJECT LOCATION 5 6 PLAN EROSION CONTROL R-2-E R-25-E R-25-E R-26-E KEY WEST TO ESTERO TO ESTERO KEYS KORESHAN END PROJECT STA MOUND STATE HISTORIC KEY 31 SITE 33 Estero 3 STATE High ARCHAEOLOGICAL SITE MOUND Wiliams Road School CHARLIE KEY KEY Goombs Pt. DAVIS KEY KEY BLACK Bay T-6-S T-7-S N Miles ROADWAY SHOP DRAWINGS TO BE SUBMITTED TO: JOSHUA J. HILDEBRAND JOHNSON ENGINEERING INC. ESTERO B 7 8 Coconut 9 Rd LONG KEY 865 BAY AQUATIC PRESERVE PLANS PREPARED BY: New Pas BIG Pass 2 HICKORY IS. Broadway Channel Spring Cr. 887 RYAN K. BELL, P.E COUNCIL DISTRICT 1: AMY QUAREMBA BEGIN PROJECT STA Hogue Channel 1 5 BONITA FINAL SUBMITTAL MAY 2017 DISTRICT 2: GREG DEWITT DISTRICT 3: STEVEN SLACHTA DISTRICT : PETER R. O'FLINN DISTRICT 5: MIKE GIBSON DISTRICT 6: FRED FORBES Bonita Beach Fish Trap 31 Bay WIGGINS Imperial Bonita Beach River 865 Rd. BONITA SPRINGS Pop. 32,797 Oak Creek A 11 T-7-S T-8-S NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. MAYOR: PETER SIMMONS CITY PROJECT MANAGER: DAVID LICCARDI TO NAPLES TO NAPLES GOVERNING DESIGN STANDARDS: CALL 8 HOURS BEFORE DIGGING Florida Department of Transportation, FY2017 Design Standards ebook (DSeB) and applicable Design Standards Revisions (DSRs) at the following website: KEY ROADWAY PLANS ENGINEER OF RECORD: JOSHUA J. HILDEBRAND, P.E. P.E. : GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, 2017 Standard Specifications for Road and Bridge Construction at the following website: FISCAL YEAR :22:28 AM U:\Projects\\roadway\keysrd01.dgn

3 SUMMARY OF PAY ITEMS PAY ITEM PAY ITEM UNIT QUANTITY MOBILIZATION LS MAINTENANCE OF TRAFFIC LS 1 MINIMUM OVERLAY 1" w/25'-0 TAPER EXISTING BASE (DEPTH VARIES) MINIMUM OVERLAY 1" w/25'-0 TAPER INSTALL ASPHALT PATCH WITHIN 2 HOURS OR WHEN FLOWABLE FILL HAS SUFFICIENTLY CURED SAWCUT EX. PAVEMENT 2" TYPE S ASPHALT FLOWABLE FILL 3" FLOATING TURBIDITY BARRIER LF INLET PROTECTION SYSTEM EA 2 FLOWABLE FILL TO BE INSTALLED WITHIN 2 INCHES OF UNDERSIDE OF EXISTING ASPHALT SURFACE PIPE CLEARING AND GRUBBING LS 1 TRENCH BACKFILL TO 3" ABOVE TOP OF PIPE MAILBOX, FURNISH AND INSTALL SINGLE EA FLOWABLE FILL CY SUPERPAVE ASPHALTIC RETE, TRAFFIC B, 3" SY A SUPERPAVE ASPHALTIC RETE, TRAFFIC B, SP 9.5, 1" SY INLETS, DITCH BOTTOM TYPE C, <10' EA INLETS, DITCH BOTTOM TYPE C, MODIFY EA RCP PIPE, STORM DRAIN, ROUND, 15" LF 60 NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, DY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6" PIPE BEDDING SHALL BE USED. TRENCH WIDTH PIPE OUTSIDE DIAMETER + 3' RCP PIPE, STORM DRAIN, ROUND, 18" LF RCP PIPE, STORM DRAIN, ELLIP., 12"X18" LF 1 PAVED AREA TRENCH RESTORATION DETAIL N.T.S PLAIN CEMENT RETE PAVEMENT, 6" (WAY) SY PERFORMANCE TURF, SOD SY SINGLE SIGN POST, RELOCATE EA 1 ASB-1 AS-BUILTS LS 1 SUMMARY OF PAY ITEMS - BID ALTERNATE 1 PAY ITEM PAY ITEM UNIT QUANTITY B SUPERPAVE ASPHALTIC RETE, TRAFFIC B, SP 9.5, 1" SY A PERFORMANCE TURF, SOD SY 128 PAY ITEM NOTES: CLEARING AND GRUBBING SHALL INCLUDE, BUT NOT BE LIMITED TO THE REMOVAL OF ASPHALT, RETE, ROADWAY BASE, STORM STRUCTURES, PIPES, YARD DRAINS, VEGETATION/TREE ROOTS, TREE TRIMMING, AND FENCE. ALL CLEARING AND GRUBBING SHALL BE REMOVED FROM THE JOB SITE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. ROAD COUNTY JEI PROJECT ID SUMMARY OF PAY ITEMS 2 JOSHUA J. HILDEBRAND, P.E :22:33 AM U:\Projects\\roadway\CESSRD01.DGN

4 GENERAL NOTES 1. ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2. HORIZONTAL DATUM = NAV 83 FLORIDA STATE PLANE, WEST ZONE, US FOOT. 3. EXISTING FACILITIES SHALL BE RESTORED TO THAT WHICH EXISTED PRIOR TO COMMENCING CONSTRUCTION AT NO ADDITIONAL COST TO OWNER.. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN, UNLESS OTHERWISE NOTED. 5. 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 APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. 6. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA PRIOR TO CONSTRUCTION AND CONTACT THE SUNSHINE STATE ONE CALL AT (800) EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 8. UTILITY/AGENCY OWNERS COMPANY CONTACT TELEPHONE NUMBERS COMCAST WILLIAM STANTON FLORIDA POWER & LIGHT TRACY STERN BONITA SPRINGS UTILITIES, INC. ANDREW KORBEL CENTURYLINK JIGS SLIAG ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE WITHOUT DELAY BY TELEPHONE AT (239) CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CHANGES TO ENGINEER. 11. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. 12. CONTRACTOR TO MAINTAIN EXISTING TRAFFIC / ACCESS, EXISTING DRAINAGE, AND EXISTING UTILITIES DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED BY THE. 13. CONSTRUCTION STAKING IS THE CONTRACTOR S RESPONSIBILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THESE SERVICES DURING CONSTRUCTION. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CONSTRUCTION-RELATED PERMITTING. PAYMENT FOR ACQUISITION OF CONSTRUCTION-RELATED PERMITS SHALL BE INCIDENTAL TO THE COST OF CONSTRUCTION-RELATED ACTIVITIES. NO ADDITIONAL PAYMENT SHALL BE MADE. 21. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) INDEX 600 SERIES. 22. THE DOES NOT CERTIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, NOR AS TO THE SOIL OR GROUND CONDITIONS, AND ASSUMES NO LIABILITY FOR SUCH. THE LOCATION OF UNDERGROUND UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. BEFORE WORKING IN AN AREA, CONTRACTOR SHALL GUARANTEE THAT ALL UNDERGROUND UTILITIES HAVE BEEN LOCATED 23. IT IS RECOMMENDED THAT THE CONTRACTOR CONDUCT SITE INVESTIGATIONS TO SATISFY HIM/HERSELF WITH THE EXISTING TOPOGRAPHY AND GENERAL CONDITION OF THE AREA OF WORK. ANY FAILURE BY THE CONTRACTOR TO ACQUAINT HIM/HERSELF WITH THE AVAILABLE INFORMATION AND FIELD CONDITIONS WILL NOT RELIEVE HIM/HER FROM RESPONSIBILITY FOR ESTIMATING PROPERLY THE DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE WORK. 2. THE ENGINEER SHALL BE CONSULTED TO MAKE ANY REQUIRED INTERPRETATIONS OF THE PLANS,HOWEVER, THIS IN NO WAY RELIEVES THE CONTRACTOR OF HIS/HER RESPONSIBILITY FOR CONSTRUCTING THE PROJECT IN ACCORDANCE WITH THE INTENT OF THE PLANS. THE CONTRACTOR SHALL REFER TO THE CONTRACT DOCUMENTS FOR ADDITIONAL CONTROL AND SCOPE OF WORK. 25. EACH ITEM LISTED IN SUMMARY OF ESTIMATED QUANTITIES IS TO INCLUDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE ITEM. PAYMENT FOR CONTRACT ITEMS WILL BE BASED ON ACTUAL FIELD (IN-PLACE) MEASUREMENTS OF THE COMPLETED ITEMS, READY FOR SERVICE AND ACCEPTED BY THE. ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE QUANTITIES AS PROVIDED ARE APPROXIMATE ONLY AND NO CLAIM SHALL BE MADE AGAINST THE CITY OF BONITA SPRINGS FOR ANY EXCESS OR DEFICIENCY. THE CONSTRUCTION LENGTHS INDICATED IN THESE PLANS ARE APPROXIMATE. ACTUAL LIMITS MAY BE SET IN THE FIELD AS DIRECTED BY THE ENGINEER. REQUIRED WORK NOT ITEMIZED UNDER SUMMARY OF ESTIMATED QUANTITIES OR SPECIAL PROVISIONS SHALL BE INCIDENTAL TO THE CONTRACT. 26. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES, INCLUDING TEMPORARY PAVEMENT MARKING, IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" DECEMBER 2009, AND THE CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY AND TRAFFIC DESIGN STANDARDS" 2016, AS AMENDED BY THE SPECIFICATIONS FOR THIS PROJECT. 27. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET BY THE CONTRACTOR IN ACCORDANCE WITH POSTAL REQUIREMENTS; COST TO BE INCLUDED UNDER REMOVAL AND RELOCATION OF MAILBOXES IS INCIDENTAL TO THIS PAY ITEM. REPLACEMENT OF MAILBOXES DAMAGED DURING REMOVAL AND RELOCATION IS THE RESPONSIBILITY OF THE CONTRACTOR. 28. ANY EXISTING PAVEMENT THAT IS TO BE REMOVED MUST BE SAW-CUT PRIOR TO REMOVAL. WHERE CONNECTIONS TO EXISTING WALKS AND S ARE NOT INDICATED ON THE PLANS, PROPER CONNECTIONS SHALL BE MADE AT THE DIRECTION OF THE ENGINEER. 29. ALL STATIONS AND OFFSETS REFER TO THE CENTER LINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. DIMENSIONS REFER TO THE EDGE OF PAVEMENT (E/P) UNLESS OTHERWISE NOTED. 30. ALL PROPOSED STRUCTURES AND STORM FACILITIES LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE CLEANED PRIOR TO ACCEPTANCE OF CONTRACT. COST SHALL BE INCLUDED IN MOBILIZATION PAY ITEM ALL PROPOSED PIPE SHALL BE REINFORCED RETE PIPE (RCP). 15. CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. SHOULD THE CONTRACTOR REQUIRE SUCH FOR PERFORMING THE CONTRACTED WORK, THE CONTRACTOR SHALL REQUEST, IN WRITING, WRITTEN PERMISSION FROM THE CITY PROJECT MANAGER. THE CONTRACTOR SHALL PROVIDE THE CITY PROJECT MANAGER WITH A COPY OF THE MATERIAL SAFETY DATA (MSDS) FOR EACH HAZARDOUS MATERIAL PROPOSED FOR USE. BECAUSE STATE LAW DOES NOT TREAT PETROLEUM PRODUCTS THAT ARE PROPERLY CONTAINERIZED AND INTENDED FOR EQUIPMENT USE AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED AN MSDS SUBMITTAL. ANY KNOWN OR SUSPECTED HAVARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE CITY PROJECT MANAGER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THAT AERA OF KNOWN OR SUSPECTED CONTAMINATION FROM FUTHER ACCESS. THE CITY PROJECT MANAGER WILL ARRANGE FOR INVESTIGATION, IDENTIFICATION, AND REMEDIATION OF THE HAZARDOUS MATERIAL. THE CONTRACTOR SHALL NOT RETURN TO THE AREA OF CONTAMINATION UNTIL APPROVAL IS PROVIDED BY THE CITY PROJECT MANAGER. 16. PRIOR TO INCORPORATION INTO THE PROJECT, A CERTIFICATION FROM THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES DIVISION OF PLANT INDUSTRY, STATING THAT THE SOD, HAY, STRAW, AND MULCH MATERIALS, ARE FREE OF NOXIOUS WEEDS, INCLUDING TROPICAL SODA APPLE, SHALL BE FURNISHED TO THE CITY PROJECT MANAGER BY THE CONTRACTOR. ALL SOD MATERIALS SHALL BE SUBJECT TO INSPECTION BY THE CITY OR APPOINTED REPRESENTATIVE PRIOR TO PLACEMENT. ANY SOD WITH NOXIOUS WEEDS AND GRASSES, INCLUDING TROPICAL SODA APPLE, SHALL BE REJECTED FOR USE ON THE PROJECT. 17. AT THE COMPLETION OF THIS PROJECT, ALL DISTURBED SURFACES SHALL BE COVERED BY PERFORMANCE TURF. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING CONVEYANCES AND DRAINAGE CONNECTIONS WITHIN THE PROJECT LIMITS AT ALL TIMES. 19. CONTRACTOR SHALL REPLACE ANY EXISTING SIDE STREET MARKINGS OBLITERATED DURING CONSTRUCTION. 20. SOD QUANTITY INCLUDES ONLY THOSE AREAS INTENDED TO BE DISTURBED BY PROPOSED IMPROVEMENTS. OTHER DISTURBED AREAS NOT INTENDED TO BE DISTURBED, INCLUDING BUT NOT LIMITED TO STAGING AREAS, STOCKPILE AREAS, ETC., SHALL BE SODDED AT NO ADDITIONAL COST. ROAD COUNTY JEI PROJECT ID GENERAL NOTES 3 JOSHUA J. HILDEBRAND, P.E :22:33 AM U:\Projects\\roadway\GNNTRD01.DGN

5 N Feet STA CP 1 SPRING CREEK SURVEY / PINFISH CT. CL 2 & 3 SW ORDFISH STREET STA JACKFISH STREET 20 CL 1 CL CP 2 SURVEY / KINGFISH ST. REDFISH STREET VERTICAL CONTROL POINT TABLE POINT COORDINATES NORTH EAST ELEVATION STATION OFFSET CP SIRC CP SIRC BL SURVEY - / ALIGNMENT POINT COORDINATES NORTHING EASTING CONTROL CURVE STATION BL SURVEY - PINFISH CT. CL BL SURVEY - PINFISH CT. CL BL SURVEY - KINGFISH ST. CL BL SURVEY - KINGFISH ST. CL ROAD COUNTY PROJECT LAYOUT JEI PROJECT ID JOSHUA J. HILDEBRAND, P.E :22:35 AM U:\Projects\\roadway\PLAYRD01.dgn

6 N ASPH FENCE POST ESB SPKD CP LB62 TELE PED PLANTER TELE PED CONST. 38 LF OF MAILBOX S-10 S-11 PROTECT & ADJUST BURIED TELE. DURING CONST. OF 12"X18" PIPE YARD DRAIN TO BE REMOVED SURVEY / PINFISH CT. TELE POLE/PED SET PK NAIL & DISK LB STA S-1 S-13 CONST. 3 LF OF S-12 MAILBOXES (2) CONST. 0 LF OF TRIM VEGETATION AS NECESSARY FOR INSTALLATION OF PIPE/INLET CONST. 23 LF OF CONST. 33 LF OF 15" PIPE SIGN TO AVOID CONFLICT WITH PROP. PIPE S-10 S-11 S-12 STA (32.00' RT) STA (6.00'' RT) STA (26.30' LT) INDEX 232 INDEX 232 INDEX 232 GRATE: 2.30 GRATE: 2.60 GRATE: 2.5 FL. = 0.60 (W) FL. = 0.60 (N) FL. = 0.60 (E) FL. = 0.60 (S) FL. = 0.60 (W) S-13 S-1 S-15 STA (12.00' LT) STA (10.50' LT) STA (12.00' LT) INDEX 232 INDEX 232 INDEX 232 GRATE: 2.80 GRATE: 2.90 GRATE: 3.20 FL. = 0.60 (E) FL. = 0.60 (N) FL. = 0.50 (S) FL. = 0.60 (W) FL. = 0.50 (W) FL. = 0.50 (E) S-16 S-17 S-18 STA (17.00 RT) INLET INLET GRATE: 3.30 GRATE: 3.10 FL. = 0.50 (S) FL. = 0.08 (E) FL. = 0.1 (W) FL. = 0.10 (W) INDEX 232 GRATE: 3.68 FL. = 0.50 (N) FL. = 0.50 (W) LEGEND PAVEMENT RECONSTRUCTION WAY RECONSTRUCTION 1" OVERLAY 1" OVERLAY BID ALTERNATE 1 SEAWALL INV " RCP 0 5 Feet 20 S-15 CONST. 27 LF OF 15" PIPE " RCP S-18 STA SURVEY / KINGFISH ST. TIE PROP. 15" PIPE INTO INLET CONST. 128 LF OF 18" PIPE S-17 S-16 MAILBOX MAILBOX REMOVE AND REPLACE WAY W/ 6" RETE IN PLACE TELE POLE/PED ROAD COUNTY JEI PROJECT ID PLAN 5 JOSHUA J. HILDEBRAND, P.E :23:06 AM U:\Projects\\roadway\PLANRD01.dgn

7 N ASPH FENCE POST ESB SPKD CP LB62 TELE PED PLANTER TELE PED S-10 TELE POLE/PED SET PK NAIL & DISK LB STA S-11 S-13 S-1 S-12 LOT 9 LOT 10 SEAWALL FLOATING TURBIDITY BARRIER 0 5 Feet LOT 12 LOT SURVEY / PINFISH CT. 15" RCP S " RCP INLET PROTECTION SYSTEM STA SURVEY / KINGFISH ST INLET PROTECTION SYSTEM S-16 TELE POLE/PED ROAD COUNTY JEI PROJECT ID EROSION CONTROL 6 JOSHUA J. HILDEBRAND, P.E :23:07 AM U:\Projects\\roadway\SWPPRD01.DGN

PHASE II PLANS 7/16/2018

PHASE II PLANS 7/16/2018 CHIPLEY 10 95 SIGNING AND PAVEMENT MARKING PLANS PENSACOLA FORT WALTON BEACH PANAMA CITY TALLAHASSEE 10 295 LAKE CITY GAINESVILLE JACKSONVILLE ST AUGUSTINE INDEX OF SIGNING AND PAVEMENT MARKING PLANS FINANCIAL