TRANSPORTATION OFF SYSTEM POST PROJECT MAINTENANCE AGREEMENT BETWEEN FLORIDA DEPARTMENT OF TRANSPORTATION AND CITY OF NAPLES

Transcription

1 FPID # POST-PROJECT MAINTENANCE AGREEMENT: City of Naples Page 1 of 3 TRANSPORTATION OFF SYSTEM POST PROJECT MAINTENANCE AGREEMENT BETWEEN FLORIDA AND CITY OF NAPLES This is an Agreement, by and between the DEPARTMENT OF TRANSPORTATION (hereinafter, the "DEPARTMENT") and City of Naples (hereinafter, "LOCAL AGENCY") for the maintenance of off system post-project transportation enhancements described below. W I T N E S S E T H 1. WHEREAS, pursuant to Fla. Stat , and the Moving Ahead for Progress in the 21 st Century (MAP-21), the DEPARTMENT is authorized to undertake a project within the LOCAL AGENCY geographical limits; and 2. WHEREAS, said project is identified and known to the parties as Financial Project # which will benefit the LOCAL AGENCY; and 3. WHEREAS, in accordance with Title 23, U.S. Code, Section 11 and Federal Highway Administration regulations issued pursuant thereto, there must be an agreement from the LOCAL AGENCY to maintain the project; and. WHEREAS, the LOCAL AGENCY by Resolution No., dated, a copy of which is attached hereto and made a part hereof as Exhibit A, has consented to and approved the Agreement and has authorized its Chairperson or designee to execute said Agreement. NOW, THEREFORE, in consideration of the premises, the parties agree as follows: 1. The DEPARTMENT has undertaken the project and obtained approval for federal participation on the sidewalk construction at the following location. Construct a five foot wide sidewalk along the west side of 3 rd Street North from Central Avenue to 7 th Avenue North; as shown in the attachment labeled Exhibit B. 2. It is understood and agreed by the parties that upon completion of the project, the LOCAL AGENCY shall be responsible, at its costs, for maintenance of said project in accordance with the following federally accepted state standards: (a) Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (), as amended. 3. This document incorporates and includes all prior negotiations, correspondence, conversations, agreements or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements or understanding concerning the subject matter of this Agreement that are not contained in this document. Accordingly, it is agreed that no deviation from the terms hereof shall be predicated upon any prior representation or agreements

2 FPID # POST-PROJECT MAINTENANCE AGREEMENT: City of Naples Page 2 of 3 whether oral or written. This Agreement shall be governed, interpreted and construed according to the laws of the State of Florida. THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK

3 FPID # POST-PROJECT MAINTENANCE AGREEMENT: City of Naples Page 3 of 3 IN WITNESS WHEREOF, the City of Naples has caused this Agreement to be executed in its behalf through its Chairperson or designee, and THE FLORIDA DEPARTMENT OF TRANSPORTATION has caused this Agreement to be executed in its behalf through its District Secretary for District One, as indicated below. This Agreement shall become effective on: Department to enter date. ATTEST BY: CITY OF NAPLES, FLORIDA BY: CHAIRPERSON, OR DESIGNEE PRINT NAME PRINT NAME TITLE CITY OF NAPLES LEGAL REVIEW: BY: Jim Fox, Esq. ATTEST BY: PRINT NAME BY: DISTRICT ONE SECRETARY OR DESIGNEE PRINT NAME TITLE TITLE FLA. DEPT. OF TRANS. LEGAL REVIEW: BY:

4 Airport Rd. COMPONENTS OF CONTRACT PLANS SET ROADWAY PLANS EXHIBIT B THIS PROJECT TO BE LET TO CONTRACT WITH FINANCIAL PROJECT ID CHIPLEY CONTRACT PLANS PENSACOLA FORT WALTON BEACH PANAMA CITY TALLAHASSEE 295 LAKE CITY GAINESVILLE JACKSONVILLE ST AUGUSTINE OCALA DAYTONA BEACH A DETAILED INDEX APPEARS ON THE KEY OF EACH COMPONENT FINANCIAL PROJECT ID DELAND (FEDERAL FUNDS) NEW PORT RICHEY 75 ORLANDO BEE LINE EXPRESSWAY MELBOURNE - COCOA INDEX OF ROADWAY PLANS 1 KEY 2 SIGNATURE 3 SUMMARY OF PAY ITEMS TYPICAL SECTION 5-7 TYPICAL SECTIONS DETAILS SQ-1 - SQ- SUMMARY OF QUANTITIES SUMMARY OF DRAINAGE STRUCTURES 9 OPTIONAL MATERIALS TABULATION PROJECT NOTES 11-1 ROADWAY PLAN 17-1 DRAINAGE STRUCTURES CROSS SECTIONS 3 TEMPORARY TRAFFIC CONTROL PLAN 37-2 UTILITY ADJUSTMENTS 3 TABULATION OF QUANTITIES - 9 SIGNING AND PAVEMENT MARKING CTL-1 - CTL-3 PROJECT CONTROL DEVELOPMENTAL DESIGN STANDARDS (DDS): END PROJECT NONE STA BEGIN PROJECT STA GOVERNING DESIGN STANDARDS: Florida Department of Transportation, FY17-1 Design Standards ebook (DSeB) and applicable Design Standards Revisions (DSRs) at the following website: APPLICABLE DSRs: NONE GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, January 17 Standard Specifications for Road and Bridge Construction at the following website: T-9-S T-50-S Doctors Pass COLLIER COUNTY (000) BONITA SPRINGS Venetian Moorings Gordon Pass Bay Bay 2 Moring : LineDr. TO 3 NAPLES 9 1 Rd. Goodlete NAPLES 3RD STREET NORTH Pop. 19, Naples Bay Gordon R NAPLES MUNICIPAL AIRPORT 35 Rock WYE Cr Collier Co. Tower East Naples 13 R-25-E R-2-E Davis Blvd. R-25-E R-2-E FORT MYERS 19 7 TO HAMMOCK RATTLESNAKE Naples TO MARCO ISLAND 75 Golden Gate FT. LAUDERDALE T-9-S T-50-S TO KEY N LOCATION OF PROJECT PHASE IV SUBMITTAL FEBRUARY 17, 17 TAMPA ST PETERSBURG 275 SARASOTA - BRADENTON ROADWAY PLANS ENGINEER OF RECORD: MARK ANTHONY BAYER, P.E. P.E. : 5525 W. CYPRESS STREET TAMPA, FLORIDA CONTRACT C9E15 VENDOR F CERTIFICATE OF AUTHORIZATION NO: 5 FDOT PROJECT MANAGER: RYAN WEEKS LAKELAND CONSTRUCTION CONTRACT FLORIDA'S TURNPIKE BARTOW 75 FT PIERCE 95 WEST PALM BEACH FT MYERS FT LAUDERDALE NAPLES MIAMI KEY WEST FISCAL YEAR THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. T :3:05 PM H:\319\331151\roadway\KEYSRD01.DGN

5 THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: LICENSE ALAN S.ELDRDI GE LICENSE PATRC I AI LVIAK LICENSE No M ARK A NTHONY BAYER No 7707 No 009 PRO FESS OI NALENG STATE OF FLO RID A NI EER PRO FESS OI NALENG STATE OF FLO RID A NI EER PRO FESS OI NALENG STATE OF FLO RID A NI EER PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. FALLER, DAVIS & ASSOCIATES, INC TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : FALLER, DAVIS & ASSOCIATES, INC TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 ALAN S. ELDRIDGE, P.E. : 7707 FALLER, DAVIS & ASSOCIATES, INC TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 PATRICIA LIVAK, P.E. : 009 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING S IN ACCORDANCE WITH RULE 1G , F.A.C. THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING S IN ACCORDANCE WITH RULE 1G , F.A.C. THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING S IN ACCORDANCE WITH RULE 1G , F.A.C. ROADWAY PLANS ROADWAY PLANS ROADWAY PLANS SQ-1 - SQ CTL-1 - CTL-3 KEY SIGNATURE SUMMARY OF PAY ITEMS TYPICAL SECTION TYPICAL SECTION DETAILS SUMMARY OF QUANTITIES PROJECT NOTES ROADWAY PLAN CROSS SECTIONS TEMPORARY TRAFFIC CONTROL PLAN UTILITY ADJUSTMENTS PROJECT CONTROL SIGNATURE SUMMARY OF DRAINAGE STRUCTURES OPTIONAL MATERIALS TABULATION DRAINAGE STRUCTURES SIGNATURE TABULATION OF QUANTITIES SIGNING AND PAVEMENT MARKING TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER SIGNATURE 2 :27:39 PM H:\319\331151\roadway\SIGNRD01.DGN

6 0 11:3:33 AM 0 11:3:33 AM FLORIDA PROJECT SUMMARY OF PAY ITEMS FOR PROJECT: LEAD PROJECT : DISTRICT : 01 COUNTY/SECTION : FLORIDA PROJECT SUMMARY OF PAY ITEMS FOR PROJECT: LEAD PROJECT : DISTRICT : 01 COUNTY/SECTION : PROJECT(S) : LS COUNTY : COLLIER PROJECT(S) : LS COUNTY : COLLIER 00 SUMMARY OF ROADWAY 00 SUMMARY OF SIGNING SPC ALT ITEM NUMBER ITEM UNIT LS QUANTITY TOTAL SPC ALT ITEM NUMBER ITEM UNIT LS QUANTITY TOTAL MOBILIZATION LS LS SINGLE POST SIGN, F&I GROUND MOUNT, UP TO SF AS MAINTENANCE OF TRAFFIC LS (LS) SINGLE POST SIGN, RELOCATE AS WORK ZONE SIGN ED CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED SEDIMENT BARRIER LF THERMOPLASTIC, STANDARD, WHITE, SOLID, " FOR CROSSWALK AND ROUNDABOUT THERMOPLASTIC, STANDARD, WHITE, SOLID, 2" FOR STOP LINE AND CROSSWALK LF LF INLET PROTECTION SYSTEM EA CLEARING & GRUBBING LS (LS) MAILBOX, F&I SINGLE EA REGULAR EXCAVATION CY EMBANKMENT CY INLETS, DT BOT, TYPE C,<' EA MANHOLES, P-7, PARTIAL EA MANHOLES, J-7, <' EA PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 15"S/CD LF PIPE CULVERT, OPT MATERIAL, ROUND, "S/CD LF PVC PIPE FOR BACK OF SIDEWALK, " LF CONCRETE SIDEWALK AND DRIVEWAYS, " THICK SY DETECTABLE WARNINGS SF PERFORMANCE TURF, SOD SY M THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT SF MARKINGS: NON-CONFLICTING ONLY LUMP SUM CONTRACT: ALL OTHER PAY ITEM NUMBERS SHOWN IN THE CONTRACT PLANS ARE PROVIDED ONLY FOR THE PURPOSE OF DESCRIBING THE WORK TO BE PERFORMED. PAY ITEM S ARE FOUND IN THE DEPARTMENT'S BASIS OF ESTIMATES MANUAL. THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER SUMMARY OF PAY ITEMS 3 :27:39 PM H:\319\331151\roadway\CESSRD01.DGN

7 R/W R/W Natural Ground VARIES 1: TYP. LEVEL TYP. 1: MAX. DESIGN HOUR T = N/A SOD VARIES 2'-" MIN. TRAFFIC DATA DESIGN SPEED = 25 MPH VARIES ESTIMATED DESIGN YEAR = N/A STANDARD CLEARING AND GRUBBING 5' CONC. SW (" TK) 1' TYP. K = N/A D = N/A T = N/A (2 HOUR) LIMITS OF CONSTRUCTION 0.02 MAX. CURRENT YEAR = 17 AADT = 7,000 ESTIMATED OPENING YEAR = 17 AADT = 7,000 1' SOD VARIES 2'-" MIN. SEE ROADWAY PLAN S FOR ELEVATION 1:3 MAX. 1: MAX. ' STANDARD LIMITS OF CONSTRUCTION 11' 11' TYPICAL SECTION 3RD STREET NORTH SIDEWALK STA TO STA ' STANDARD Natural Ground ROADWAY PAVEMENT RESTORATION STA TO STA LT. STA TO STA LT. (MIN. PAVEMENT DESIGN) OPTIONAL BASE GROUP 1 (TYPE B-.5 ONLY) WITH TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1") NOTES: 1. NEW SIDEWALK SURFACE CONNECTING TO EXISTING SIDEWALK, TURNOUTS AND ROADWAYS SHALL THE EXISTING SURFACE ELEVATION. 2. WHEN SIDEWALK SHIFTS AWAY FROM THE R/W LINE AT SIDESTREETS, CONSTRUCT A MINIMUM OF 2'-" SOD STRIP ALONG BOTH SIDES OF THE SIDEWALK. THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER TYPICAL SECTION :27:1 PM H:\319\331151\roadway\TYPSRD01.DGN

8 R/W VARIES R/W VARIES STANDARD CLEARING AND GRUBBING STANDARD CLEARING AND GRUBBING VARIES 5' CONC. VARIES 2' MIN. 11' 1' 5' CONC. VARIES 2'-" MIN. 11' SOD SW (" TK) SOD SOD SW (" TK) SOD 1' EXIST. HEDGE TO REMAIN SEE ROADWAY PLAN S FOR ELEVATION EXIST. HEDGE TO REMAIN Natural Ground Natural Ground 1:3 MAX. DEPTH AND WIDTH VARY SEE CROSS SECTIONS 1' SOD 1: MAX. STANDARD CLEARING AND GRUBBING * 5' CONC. SW (" TK) 1' 0.02 MAX. MAX. 1: 1:3 MAX. VARIES 2'-" MIN. SOD 1:3 MAX. 1: MAX. SEE ROADWAY PLAN S FOR ELEVATION SEE ROADWAY PLAN S FOR ELEVATION 0.02 MAX MIN. PARTIAL DETAIL (1) 3RD STREET NORTH SIDEWALK STA TO STA STA TO STA STA TO STA R/W VARIES PARTIAL DETAIL (2) 3RD STREET NORTH SIDEWALK STA TO STA STA TO STA STA TO STA STA TO STA ' * UNLESS OTHERWISE SHOWN IN PLANS Natural Ground Natural Ground 1: MAX MAX. 1' 1: MAX. STANDARD CLEARING AND GRUBBING 1' 1: DEPTH AND WIDTH VARY SEE CROSS SECTIONS VARIES 2'-" MIN. SOD R/W VARIES 5' CONC. SW (" TK) 0.01 SLOPE VARIES 1: PARTIAL DETAIL (3) 3RD STREET NORTH SIDEWALK STA TO STA : MAX. VARIES 2' MIN. SOD SEE ROADWAY PLAN S FOR ELEVATION PARTIAL DETAIL () 3RD STREET NORTH SIDEWALK STA TO STA ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER TYPICAL SECTION DETAILS (1) 5 :27:2 PM H:\319\331151\roadway\TYPSRD01.DGN

9 (POINT OF REFERENCE) (POINT OF REFERENCE) (POINT OF REFERENCE) EXIST. PALM TREE (TO REMAIN) 0.02 EXIST. PALM TREE (TO REMAIN) EXIST. PALM TREE (TO REMAIN) 1.5' (MIN.) FROM BACK OF SIDEWALK TO FACE OF COCONUT PALM TREE TRUNK BACK OF SIDEWALK SEE ROADWAY PLANS FOR STATION AND OFFSET PC 1.5' (MIN.) FROM BACK OF SIDEWALK TO FACE OF COCONUT PALM TREE TRUNK 1.5' (MIN.) FROM BACK OF SIDEWALK TO FACE OF COCONUT PALM TREE TRUNK 25' R 25' R SOD VARIES SEE ROADWAY PLANS FOR STATION AND OFFSET PT ' CONC. SW (" TK) SOD VARIES PRC Natural Ground PRC 3' R 3' R SOD VARIES 2'-" MIN. CLEARING AND GRUBBING 1' TYP. VARIES 1:3 MAX. LEVEL TYP. 1: MAX. ' CONC. SW (" TK) EDGE OF PAVEMENT STANDARD 5' CONC. SW (" TK) 1' TYP MAX. SOD VARIES 2'-" MIN. PRC R/W VARIES SEE ROADWAY PLAN S FOR ELEVATION VARIES 1: TYP. LEVEL TYP. 1: MAX. PRC SIDEWALK DETAIL AT COCONUT PALM TREE NTS STA TO STA (M AX.) 11' ' CONC. SW (" TK) PARTIAL DETAIL (5) 3RD STREET NORTH SIDEWALK STA TO STA STA TO STA PRC 3' R PRC ' CONC. SW (" TK) SOD VARIES THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER TYPICAL SECTION DETAILS (2) :27:2 PM H:\319\331151\roadway\TYPSRD01.DGN

10 SEE ROADWAY PLANS FOR STATION AND OFFSET PC BACK OF SIDEWALK 5' CONC. SW (POINT OF REFERENCE) 1.5' (MIN.) FROM BACK OF SIDEWALK TO FACE OF COCONUT PALM TREE TRUNK SEE BELOW FOR PC STATION OFFSET = EXIST. PALM TREE (TO REMAIN) SEE BELOW FOR PT STATION OFFSET = 1' SOD PRC PRC 5' CONC. SW 3' R (" TK) 5' CONC. SW (" TK) EXIST. FACE OF HEDGE (" TK) SOD VARIES 25' R EDGE OF PAVEMENT TRIM HEDGE TO 1' BEYOND BACK OF SW EXIST. PALM TREE (TO REMAIN) PRC (POINT OF REFERENCE) 1' (M AX.) 7' R PRC 25' R SIDEWALK DETAIL AT COCONUT PALM TREE NTS STA TO STA STA TO STA STA TO STA EXIST. HEDGE SEE ROADWAY PLANS FOR STATION AND OFFSET PT 5' CONC. SW (" TK) SOD VARIES FACE OF COCONUT PALM TREE TRUNK 1' SOD 1.5' (MIN.) FROM FRONT OF SIDEWALK TO BACK OF SIDEWALK EDGE OF PAVEMENT (M AX.) SIDEWALK DETAIL AT COCONUT PALM TREE PC STA PC STA PC STA PC STA PC STA PC STA NTS TO TO TO TO TO TO PT STA PT STA PT STA PT STA PT STA PT STA SOD VARIES THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER TYPICAL SECTION DETAILS (3) 7 :27:2 PM H:\319\331151\roadway\TYPSRD01.DGN

11 SUMMARY OF LUMP SUM ITEMS PAY ITEM PAY ITEM QUANTITY P F DESIGN NOTES CONSTRUCTION REMARKS 01 1 MOBILIZATION 1 PAY ITEM PAY ITEM SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS UNIT PHASE I DURATION QUANTITY TOTAL DAYS P P 02 1 MAINTENANCE OF TRAFFIC LS WORK ZONE SIGN ED CHANNELIZING DEVICE, TYPES I, II, DI, VP, DRUM, & LC ED DESIGN NOTES CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER SUMMARY OF QUANTITIES (1) SQ-1 5:1:0 PM H:\319\331151\roadway\SUMQRD01.DGN

12 SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES LOCATION SIDE AREA ID SEDIMENT BARRIER INLET PROTECTION SYSTEM DESIGN NOTES CONSTRUCTION REMARKS STA. TO STA. LF EA P F P F to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to 2+9. LT to LT to +.3 LT to +. LT.. +. to +5.5 LT to LT to LT to +.01 LT to LT to LT to LT to LT to LT to LT. 1 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER SUMMARY OF QUANTITIES (2) SQ-2 :27:3 PM H:\319\331151\roadway\SUMQRD01.DGN

13 SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS PAY ITEM PAY ITEM SECONDARY UNITS LOCATION AREA QUANTITY SIDE LENGTH WIDTH UNITS (IF LUMP SUM) ID STA. TO STA. AREA (AC) P F DESIGN NOTES CONSTRUCTION REMARKS CLEARING & GRUBBING +9. to LT LS to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to 3+. LT to LT to LT to LT to LT to LT to LT to LT REMOVAL OF EXISTING CONCRETE to LT STATION SIDE LT LT LT LT. 1 SUMMARY OF MAILBOXES QUANTITY (EA) P F DESIGN NOTES CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER SUMMARY OF QUANTITIES (3) SQ-3 :27:3 PM H:\319\331151\roadway\SUMQRD01.DGN

14 SUMMARY OF EARTHWORK PAY ITEM PAY ITEM P CY F DESIGN NOTES CONSTRUCTION REMARKS PAY ITEM PAY ITEM 00 1 ROADWAY EXCAVATION EMBANKMENT 1 STA. TO STA. LOCATION SUMMARY OF PAVEMENT SIDE AREA ID LENGTH WIDTH UNIT QUANTITY OPTIONAL BASE, BASE GROUP to LT. 931 SY 35.0 TYPE B-.5 ONLY DESIGN NOTES to LT. 13. TYPE B-.5 ONLY SUPERPAVE ASPHALTIC CONCRETE (B) to LT TN to LT. 0.7 P F CONSTRUCTION REMARKS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER SUMMARY OF QUANTITIES () SQ- :27:3 PM H:\319\331151\roadway\SUMQRD01.DGN

15 SUMMARY OF SIDEWALK & DETECTABLE WARNINGS LOCATION STA. TO STA. SIDE AREA ID LENGTH WIDTH CONC. SIDEWALK " PAVERS, ARCH. SIDEWALK DETECTABLE WARNINGS SY SF SF P F P F P F DESIGN NOTES CONSTRUCTION REMARKS to LT to LT TURNOUT to +.5 LT to +52. LT to +72. LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT TURNOUT to LT to LT to LT to LT to LT to LT to LT to LT RESET to +.5 LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to 2+5. LT to LT to LT to LT to 3+. LT to LT to LT THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER SUMMARY OF QUANTITIES (5) SQ-5 :27: PM H:\319\331151\roadway\SUMQRD01.DGN

16 SUMMARY OF PERFORMANCE TURF SUMMARY OF PERFORMANCE TURF LOCATION STA. TO STA. SIDE AREA ID PERFORMANCE TURF (SOD) P SY F DESIGN NOTES CONSTRUCTION REMARKS LOCATION STA. TO STA. SIDE AREA ID PERFORMANCE TURF (SOD) P SY F DESIGN NOTES CONSTRUCTION REMARKS +9. to LT to LT to LT to +0.7 LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to +03. LT to LT to LT to LT to LT to LT to LT to LT to LT to 3+. LT to LT to LT to LT to LT to LT to LT to LT THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER SUMMARY OF QUANTITIES () SQ- :27: PM H:\319\331151\roadway\SUMQRD01.DGN

17 QUANTITY STR. STATION SIDE BARRELS BACK OF SIDEWALK DRAINAGE ROUND SHAPE STORM AND CROSS DRAIN DITCH BOTTOM INLETS MANHOLES ROUND SHAPE C P-7 J-7 " 15" " <' PARTIAL <' REMARKS LF LF LF EA. EA. EA. P NA LT. BACK OF SW DRAIN 2 25 MITERED END CLASS I CONC., FL BK. = 7.9, FL AH. = 7. F P NA LT. BACK OF SW DRAIN 2 2 MITERED END CLASS I CONC., FL BK. = 7., FL AH. = 7. F P NA LT. BACK OF SW DRAIN 2 22 MITERED END CLASS I CONC., FL BK. = 7.3, FL AH. = 7. F P NA LT. BACK OF SW DRAIN 2 2 MITERED END CLASS I CONC., FL BK. = 7., FL AH. = 7.7 F P NA LT. BACK OF SW DRAIN 2 2 MITERED END CLASS I CONC., FL BK. = 7.9, FL AH. =.0 F P NA LT. BACK OF SW DRAIN 2 22 MITERED END CLASS I CONC., FL BK. =.3, FL AH. =. F P S LT. MH TOP 1 1 MANHOLE TOP ONLY F P S LT. DBI, PIPE F P S LT. MH, PIPE 1 1 CONC. JACKET, 5' X ', CAST IN PLACE F THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. FALLER, DAVIS & ASSOCIATES, INC TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 ALAN S. ELDRIDGE, P.E. : 7707 ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER SUMMARY OF DRAINAGE STRUCTURES :27: PM H:\319\331151\roadway\SUMDRD01.DGN

18 STRUCTURE SIZE (INCHES) MATERIAL PLOTTED AS BUILT REMARKS S-2 15 SRCP (CLASS II) NRCP (CLASS II) X S-3 BOS DRAINAGE SRCP (CLASS II) NRCP (CLASS II) PVC CAST IRON PIPE X X THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. FALLER, DAVIS & ASSOCIATES, INC TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 ALAN S. ELDRIDGE, P.E. : 7707 ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER OPTIONAL MATERIALS TABULATION 9 :27:5 PM H:\319\331151\roadway\DROMRD01.DGN

19 PROJECT NOTES ============= 1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 19 (NAVD 19). 2. TREES WITHIN THE LIMITS OF THIS PROJECT THAT ARE ADJACENT TO THE PROPOSED SIDEWALK SHALL HAVE THE BRANCHES EXTENDING OVER THE SIDEWALK TRIMMED TO GIVE A CLEAR HEIGHT OF TEN FEET. 3. PRIOR TO CLEARING AND GRUBBING, COORDINATE WITH THE ENGINEER AND ANDY HOLLAND, CITY OF NAPLES TO CONFIRM THE REMOVAL OF EXISTING LANDSCAPING.. CONTRACTOR MUST CONTACT THE PROPERTY OWNERS PRIOR TO RESETTING DECORATIVE STONES. 5. NOTIFY THE PROPERTY OWNERS TWO WEEKS PRIOR TO CLEARING AND GRUBBING TO ALLOW TIME FOR THE RELOCATION/REMOVAL OF EXISTING SPRINKLER SYSTEMS, SIGNS OR LANDSCAPING WITHIN THE PROJECT LIMITS.. ALL PROPOSED DETECTABLE WARNING DEVICES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE THE COLOR BRICK RED. TREE PROTECTION ==================== 1. ALL COCONUT PALM TREES WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED. COCONUT PALM TREE SHALL INCLUDE A TREE PROTECTION BARRICADE, SEE DESIGN STANDARDS INDEX 52. THE ESTIMATED QUANTITY FOR TREE PROTECTION BARRICADES ARE INCLUDED IN THE SUMMARY OF EROSION CONTROL. SIGNING AND PAVEMENT MARKING GENERAL NOTES =============================================== 1. MEASURE CROSSWALK WIDTHS FROM INSIDE TO INSIDE OF " STRIPES. THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER PROJECT NOTES :27:5 PM H:\319\331151\roadway\GNNTRD01.DGN

20 (<50 kv) (<50 kv) " RCP 3RD STREET NORTH N 1"= 0' BRICK PAVERS BRICK PAVERS PEA GRAVEL GUTTER CENTRAL AVE. GUTTER BACK FLOW 2"RCP GUTTER GUTTER BRICK PAVERS 2" RCP BACK FLOW PEA GRAVEL ASPHALT ALLEY ASPHALT ALLEY BACK BACK FLOW FLOW 2.' LT. "PVC " PVC " PVC REMOVE EXIST. SW CURB CENTRAL AVE ' LT. PC ' LT ' LT ' R PT ' LT. EL ' RT. EXIST. R/W LINE CONST. SW CURB BEGIN PROJECT +5.95,.2' LT BEGIN CONSTRUCTION 29.25' LT. EL ' LT. EL. 15' CONC. TURNOUT (" TK) ' R (" TK) STA ' LT ' LT. PRC ' LT. PC ' LT ' RT ' LT ' RT ' LT. ' R PC ' LT..2' LT. PRC PT ' LT. PT ' LT. EL ' LT. (" TK) CONST. ' CONC. SW (" TK) EXIST. R/W LINE CONST. LF OF DBL. " PIPE CENTERED IN SWALE WITH MES (INDEX 22) SEE SUMMARY OF DRAINAGE STRUCTURES ' LT ' LT. REMOVE EXIST. CLUMP OF (3) PALM TREES (" TK) PT ' LT. PRC ' LT. PC ' LT. EL PT ' LT. EL ' R 29.75' RT ST AVE. N "RCP 1ST AVE. N ' R PC +9.2 EL..00 " RCP " RCP PEA GRAVEL CONST. LF OF DBL. " PIPE CENTERED IN SWALE WITH MES (INDEX 22) SEE SUMMARY OF DRAINAGE STRUCTURES 29.0' RT. +5..' LT. PRC ' LT. BRICK PAVERS PRC ' LT. ' R PT ' LT ' LT ' LT. 29.'.' (" TK) COCONUT PALM TREES TO BE REMOVED DETECTABLE WARNING THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER ROADWAY PLAN (1) 11 :27: PM H:\319\331151\roadway\PLANRD01.dgn

21 (<50 kv) (<50 kv) 3RD STREET NORTH N 1"= 0' (" TK) PRC '.' +.50 ' R PC ' LT. EL ' LT. BRICK PAVERS ' R PRC ' LT ' LT EL..32 PT ' LT. (" TK) ' RT. ASPHALT ALLEY ASPHALT ALLEY ' LT ' LT TILE " PVC ROCK 15" CMP " PVC ' LT. ' R ' RT. CONST. 5' CONC. SW (" TK) REMOVE EXIST. SHRUB EXIST. R/W LINE EL ' LT. DPI DPI ' LT. EL ' LT. SPECIAL DT. LT ' RT. (-)2.7% " PVC " PVC +3.2 "RCP 2ND AVE. N 2ND AVE. N " RCP PC +.71 EL. 7.3 " RCP " RCP DPI ' LT. EL. 7.2 SPECIAL DT. LT ' LT. BRICK +5.3 (+)0.3% DPI ' LT. EL. 7. PRC ' LT. PAVERS 29.91' RT. PT ' LT ' LT. ' R (" TK) ' LT. PRC +.3.3' LT. 5' R PRC ' LT. EXIST. R/W LINE PC EL.. (" TK) PC ' LT. EL ' LT PT +9.2 EL.. PRC +91..' LT. PT ' LT. EL..5 CONST. 11 LF OF DBL. " PIPE CENTERED IN SWALE WITH MES (INDEX 22) SEE SUMMARY OF DRAINAGE STRUCTURES ' RT. ASPHALT ALLEY ASPHALT ALLEY ' R (" TK) ' LT ' LT. EL ' RT. PC ' LT. PRC ' LT. PT ' LT. EL..59 EXIST. R/W LINE.03' 29.91' COCONUT PALM TREES TO BE REMOVED DETECTABLE WARNING THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER ROADWAY PLAN (2) :27:7 PM H:\319\331151\roadway\PLANRD02.dgn

22 (<50 kv).0' RDW Y PAVT. RESTORATION +., 25.00' LT. (<50 kv) (<50 kv) 3RD STREET NORTH N 1"= 0' (" TK) 5' R 1.5' LT. PC ' LT. PT ' LT. PRC ' LT. PRC ' 29.91' ELEC RESIDENTIAL LOT UNDER CONSTRUCTION " PVC "PVC " RCP 1" RCP ASPHALT ALLEY ASPHALT ALLEY PT PRC ' LT ' LT. PC ' LT. EL..29 EXIST. R.W LINE CONST. LF OF DBL. " PIPE CENTERED IN SWALE WITH MES (INDEX 22) SEE SUMMARY OF DRAINAGE STRUCTURES +7.9 ' R.09' RT. 3RD AVE. N 3RD AVE. N DPI ' LT. EL (+)0.7% 29.90' RT. CONST. 5' CONC. SW (" TK) +33. DPI ' LT. EL (+)0.23% PC ' R PRC +.77.' LT ' LT. PT ' LT. EL ' LT. EL..00 (<50 kv) DPI ' LT. CONST. 5' CONC. SW (" TK) EL.. EL DPI ' LT. PT ' LT. ' R PRC ' LT. PC ' LT ' LT. CONST. 5' CONC. SW (" TK) ' RT. CONST. LF OF DBL. " PIPE CENTERED IN SWALE WITH MES (INDEX 22) SEE SUMMARY OF DRAINAGE STRUCTURES 25' R ' LT ' LT ' LT ' RT ' LT. ' R PRC ' LT. PT ' LT. EL..0 PC ' LT. EL ' LT (" TK).03' LT. PRC ' LT. PRC ' LT. PC ' LT. EL PT ' LT. EL..3 ' R ' R ' RT. ASPHALT PARKING TH AVE. N TH AVE. N SAN ' LT. ROADWAY PAVEMENT RESTORATION COCONUT PALM TREES TO BE REMOVED DETECTABLE WARNING THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER ROADWAY PLAN (3) 13 :27: PM H:\319\331151\roadway\PLANRD03.dgn

23 (<50 kv) 1.0' CONC. TURNOUT +3.,.13' LT. 3RD STREET NORTH N 1"= 0' ' LT ' LT PC ' LT. EL..70 ' R ' RT. PRC ' LT ' LT ' LT. EL CONST. 11 LF OF DBL. " PIPE CENTERED IN SWALE WITH MES (INDEX 22) PRC +.55 SEE SUMMARY OF.52' LT. DRAINAGE STRUCTURES PT PC ' LT. EL PT ' LT. 23.2' LT. EL ASPHALT ALLEY SAN SHELL BRICK PAVERS CONCRETE CONCRETE ' R (" TK) ' LT ' LT. PC ' LT. ' R PRC ' LT. EL PT ' LT. EL (" TK) 21.0' LT. REMOVE EXIST. SAW PALMETTOS PT ' LT. EL..0 PRC ' LT. PC ' LT. EL..77 CONST. '-" CONC. SW (" TK) (<50 kv) ' R ' RT. 5TH AVE. N ' LT ' LT. REMOVE SHRUBS CONST. 5' CONC. SW (" TK) ' LT..03' RT ' LT. 21.0' LT. (" TK) ASPHALT SHELL MAILBOX MAILBOX (2) (" TK) ' LT. PC ' LT. PRC ' LT. PT ' LT. ' R.02'.15' COCONUT PALM TREES TO BE REMOVED DETECTABLE WARNING THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER ROADWAY PLAN () :27:9 PM H:\319\331151\roadway\PLANRD0.dgn

24 3RD STREET NORTH N 1"= 0' ' LT ' LT. EXIST. R/W LINE.02'.15' SAN +1.3 DECORATIVE STONE SAN (<50 kv) S LAKE DR..1' LT ' LT. EXIST. YARD DRAIN TO REMAIN REMOVE EXIST. ALEXANDRIA PALM CLUSTER (<50 kv) (" TK) REMOVE EXIST. OAK TREE EXIST. YARD DRAIN TO REMAIN ' LT ' LT. (<50 kv) (<50 kv) RESET DECORATIVE STONES TO SW SURFACE ' LT ' LT. (" TK) ' R PRC ' LT. PC ' LT. EL..3 PT ' LT. EL..0 ELEC PC ' LT. EL..77 (<50 kv) ' R PRC ' LT. PT ' LT. EL.. EXIST. FENCE TO REMAIN (" TK) 1" PVC 32" RCP 32" RCP SD 1" PVC 32" RCP 32" RCP "CMP DETECTABLE WARNING ' R PRC ' LT. PC ' LT. EL.. PT ' LT. EL..0 BACK FLOW.00'.31' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER ROADWAY PLAN (5) 15 :27:50 PM H:\319\331151\roadway\PLANRD05.dgn

25 3RD STREET NORTH N 1"= 0' BACK FLOW BACK FLOW 2" CMP " RCP 2" CMP 0 SAN BROAD AVE. N BRICK PAVERS 2"CMP (ASSUMED) CONCRETE (PRINTED BRICK) (<50 kv) NOTES 11 PC +9.92, 1.35' LT. ' R 13 PRC +7.,.9' LT. 15 PCC +.1, 2.92' LT. 1.00'.31' ' RT. 13 S-1 15 (" TK) (" TK) ' LT ' LT ' LT. (" TK) REMOVE MAGNOLIA TREE ' RT..00' RT ' LT. 25' R PC ' LT. 1.02' LT. 17.9' LT. 25' R PRC ' LT. PRC BRICK PAVERS BRICK PAVERS 2" RCP N LAKE DR ' R MAILBOX PT ' LT PC ' LT. EL.. INDEX ' LT. EL..15.' LT. PRC ' LT. PT ' LT. CONST. CONC. JACKET PI STA = 02 52' 2" LT ' R CONST. LF OF 2" PIPE 5.1' LT ' LT. CONST. 11 LF OF 15" PIPE 15'R 15'R ' LT. SAN 15'R ' LT. PC ' LT. 25' R PRC +. 2.' LT ' LT. ' R 25' R END PROJECT PT ' LT ' LT. (" TK) END CONSTRUCTION REMOVE EXIST. TREE 17 PRC +9.9,.9' LT. 1" PVC STA PT , 1.35' LT. PRC ' LT. ' R FORM SW AROUND FIRE HYDRANT ' WIDE SW MIN. (<50 kv) (<50 kv) S-2 S-3 (<50 kv) REMOVE ' LT. EXIST. TREE 5' R ' LT. PT ' LT. PC ' LT. EL ' RT. ELEC 1" RCP SD GUTTER 2"RCP GUTTER 7TH AVE. N BACK FLOW 15"RCP 7TH AVE. N SAN GUTTER GUTTER SD BRICK PAVERS SD 15"RCP BRICK PAVERS EXIST. R/W LINE ' LT EXIST. R/W LINE.05' 29.95' EXIST. R/W LINE.03' RT. RESTORATION EXIST. R/W LINE ROADWAY PAVEMENT DETECTABLE WARNING THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER ROADWAY PLAN () 1 :27:51 PM H:\319\331151\roadway\PLANRD0.dgn

26 NOTES: 1. SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES EXTEND INTO THE STABILIZED PORTION OF THE ROADBED AND EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION OPERATIONS AT THESE LOCATIONS ALL DRAINAGE PIPES HAVE OPTIONAL MATERIALS. THE OPTIONAL MATERIALS TABULATION SHOWS ALL MATERIALS ALLOWED AND INDICATES WHICH MATERIAL IS PLOTTED IN THE PLANS AND USED AS THE BASIS FOR PAY QUANTITIES. VERIFY EXISTING STRUCTURE FLOW LINES AND PIPE SIZES. NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE ANY SHOP DRAWINGS ARE SUBMITTED. FROM S-3 TO S-3 1: CONST. 2" PIPE S-2 STA , 2.' LT. CONST. DBI TYPE C GRATE EL. 5. S-2 FL 3. INDEX 0, 1, 232 CONST. 15" PIPE CONST. CONC. JACKET INDEX TO S-1 1: FROM S-3 TO EXIST. CROSS DRAIN EXIST. STRUCTURE (TO BE REMOVED) EXIST. 2" CMP (TO REMAIN) EXIST. 2" CMP (TO REMAIN) 7.0 EXIST. " CMP (TO REMAIN) EXIST. 2" CMP (TO REMAIN) STA , 17.3' LT. CONST. MANHOLE TYPE P-7 (PARTIAL) RIM EL..1 FL 1.71 (EXIST.) (ASSUMED, NO ACCESS TO EXIST. STRUCTURE) INDEX 0, S-1 S-1 SCALE: HORZ. 1" = ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. FALLER, DAVIS & ASSOCIATES, INC TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 ALAN S. ELDRIDGE, P.E. : 7707 ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER DRAINAGE STRUCTURES (1) 17 :27:51 PM H:\319\331151\roadway\DRXSRD01.DGN

27 5 0 0 CONST. 15" PIPE FROM 1:3 0.50" DBC CATV STA FROM EXIST. DRAINAGE STRUCTURE S-2 TO S-1 EXIST. 2" RCP (TO REMAIN) CONST. 2" PIPE STA , 1.3' LT. CONST. MANHOLE TYPE J-7 (5'x') (CAST IN PLACE) RIM EL..39 FL 3.3 (BK. LT.) FL 2.1 (BK. RT. & AH.) (EXIST.) (ASSUMED, NO ACCESS TO EXIST. STRUCTURE) INDEX 0, S-3 S-3 SCALE: HORZ. 1" = ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. FALLER, DAVIS & ASSOCIATES, INC TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 ALAN S. ELDRIDGE, P.E. : 7707 ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER DRAINAGE STRUCTURES (2) 1 :27:52 PM H:\319\331151\roadway\DRXSRD01.DGN

28 BEGIN PROJECT BEGIN CONSTRUCTION BEGIN EARTHWORK STA SCALE: HORZ. 1" = ' SCALE: HORZ. 1" = ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (1) 19 :27:52 PM H:\319\331151\roadway\RDXSRD01.dgn

29 : WM BE 1: SCALE: HORZ. 1" = ' : WM SCALE: HORZ. 1" = ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (2) :27:52 PM H:\319\331151\roadway\RDXSRD01.dgn

30 WM WM SCALE: HORZ. 1" = ' SCALE: HORZ. 1" = ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (3) 21 :27:52 PM H:\319\331151\roadway\RDXSRD01.dgn

31 1 1 1: SCALE: HORZ. 1" = ' 0 1 1: ' 1: SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS () 22 :27:53 PM H:\319\331151\roadway\RDXSRD01.dgn

32 : SCALE: HORZ. 1" = ' SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (5) 23 :27:53 PM H:\319\331151\roadway\RDXSRD01.dgn

33 : ' 1: SCALE: HORZ. 1" = ' : SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS () 2 :27:53 PM H:\319\331151\roadway\RDXSRD01.dgn

34 ' 1: WM SCALE: HORZ. 1" = ' WM SCALE: HORZ. 1" = ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (7) 25 :27:53 PM H:\319\331151\roadway\RDXSRD01.dgn

35 V BE WM SCALE: HORZ. 1" = ' SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS () 2 :27:53 PM H:\319\331151\roadway\RDXSRD01.dgn

36 1: " DBC STA " DBC STA SCALE: HORZ. 1" = ' BFO BFO SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (9) 27 :27:5 PM H:\319\331151\roadway\RDXSRD01.dgn

37 CATV V V +.00 SCALE: HORZ. 1" = ' V V SCALE: HORZ. 1" = ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS () 2 :27:5 PM H:\319\331151\roadway\RDXSRD01.dgn

38 1: :3.0 0 V V SCALE: HORZ. 1" = ' V V SCALE: HORZ. 1" = ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (11) 29 :27:5 PM H:\319\331151\roadway\RDXSRD01.dgn

39 .0 1:9 1: V V SCALE: HORZ. 1" = ' 1 V V SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS () :27:5 PM H:\319\331151\roadway\RDXSRD01.dgn

40 V V ' 1: SCALE: HORZ. 1" = ' 0 1:3 1:3.2. 1: 1: SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (13) 31 :27:5 PM H:\319\331151\roadway\RDXSRD01.dgn

41 1:.3 1:.2 1: SCALE: HORZ. 1" = ' 2 2 1:.27 1: SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS () 32 :27:55 PM H:\319\331151\roadway\RDXSRD01.dgn

42 : SCALE: HORZ. 1" = ' SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (15) 33 :27:55 PM H:\319\331151\roadway\RDXSRD01.dgn

43 " DBC CATV STA : SCALE: HORZ. 1" = ' CATV SCALE: HORZ. 1" = ' 0 THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (1) 3 :27:55 PM H:\319\331151\roadway\RDXSRD01.dgn

44 END PROJECT END CONSTRUCTION END EARTHWORK 7.0 STA SCALE: HORZ. 1" = ' 0 SCALE: HORZ. 1" = ' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER CROSS SECTIONS (17) 35 :27:55 PM H:\319\331151\roadway\RDXSRD01.dgn

45 3RD STREET NORTH GENERAL NOTES TEMPORARY TRAFFIC CONTROL NOTES 1. THE EXISTING SPEED LIMIT SHALL REMAIN IN EFFECT FOR ALL TEMPORARY TRAFFIC CONTROL AREAS. THE POSTED SPEED ON 3RD STREET NORTH IS 25 MPH. 1. PLACE ADVANCED WARNING SIGNS AND WARNING DEVICES UTILIZING TTCP AND DESIGN STANDARDS INDEX ' 2. LANE CLOSURES ARE ONLY PERMITTED BETWEEN THE HOURS OF 9:00 AM AND :00 PM. 3. UTILIZE DESIGN STANDARDS INDEX 0 AS NEEDED TO CLOSE SIDEWALK LOCATIONS WHERE THERE IS NO SIDEWALK CONNECTION DURING CONSTRUCTION CONSTRUCT SIDEWALK, TURNOUTS AND DRAINAGE IMPROVEMENTS UTILIZING DESIGN STANDARDS INDEX NOS. 02, 03, 05 AND 0. PLACE PAVEMENT MARKINGS UTILIZING DESIGN STANDARDS INDEX 05. ROAD WORK END G-2A SIDE STREET ROAD WORK AHEAD W-1F UNSIGNALIZED SIDE STREETS NTS 3RD STREET NORTH AHEAD WORK ROAD W-1F 150' E N D R O A D W O R K SPEEDING FINES DOUBLED WHEN WORKERS PRESENT 0' BEGIN CONSTRUCTION G-2A MOT--0 0' ADVANCE WARNING SIGN DIAGRAM NTS 0' MOT--0 3RD STREET NORTH G-2A END CONSTRUCTION 0' SPEEDING FINES DOUBLED W HEN W ORKERS END ROAD WORK PRESENT 150' W-1F ROAD W ORK AHEAD 7TH AVE. N N LAKE DR. BROAD AVE. N S LAKE DR. 5TH AVE. N TH AVE. N 3RD AVE. N 2ND AVE. N 1ST AVE. N CENTRAL AVE. N THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER TEMPORARY TRAFFIC CONTROL PLAN 3 :27:5 PM H:\319\331151\roadway\TCGNRD01.DGN

46 (<50 kv) (<50 kv) " RCP 3RD STREET NORTH N 1"= 0' BRICK PAVERS BRICK PAVERS PEA GRAVEL GUTTER CENTRAL AVE. REMOVE EXIST. SW CURB GUTTER CENTRAL AVE. BACK FLOW 2"RCP GUTTER GUTTER BRICK PAVERS 2" RCP OE / TO REMAIN FP&L BACK FLOW ' LT. PC ' LT ' LT ' R PT ' LT. EL ' RT. BEGIN PROJECT EXIST. R/W LINE CONST. SW CURB 15' CONC. TURNOUT +5.95,.2' LT EL. BEGIN CONSTRUCTION 29.25' LT. (" TK) ' R (" TK) STA ' LT. EL. PEA GRAVEL ' LT. 21.' LT. 21.' LT. PRC +9.1 PC ' LT ' RT ' LT. ' R 29.73' RT ' LT. PC ' LT..2' LT. PRC PT ' LT. ASPHALT ALLEY ASPHALT ALLEY BACK BACK FLOW FLOW PT ' LT. EL ' LT ' LT. (" TK) CONST. ' CONC. SW (" TK) EXIST. R/W LINE REMOVE EXIST. CLUMP OF (3) PALM TREES (" TK) CONST. LF OF DBL. " PIPE CENTERED IN SWALE WITH MES (INDEX 22) SEE SUMMARY OF DRAINAGE STRUCTURES ' LT ' LT PT ' LT. PRC ' LT. PC ' LT. EL PT ' LT. EL "PVC " PVC ' R 29.75' RT EL " PVC 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. 2. UTILITY/AGENCY OWNERS: COMPANY COMCAST TECO PEOPLES GAS CENTURYLINK 1-" CO. / TO REMAIN CENTURYLINK CITY OF NAPLES FLORIDA POWER AND LIGHT -" CO. / TO REMAIN CENTURYLINK " POTABLE WM / TO REMAIN CITY OF NAPLES OE / TO REMAIN FP&L CATV / TO REMAIN COMCAST " GRAVITY SAN. / TO REMAIN CITY OF NAPLES CONTACT MARK COOK 1-" CO. / TO REMAIN CENTURYLINK ALLYSON HOLLAND MICHAEL MARTINEZ MARILYN ALOI TONY ZAWACKY " POTABLE WM / TO REMAIN CITY OF NAPLES 1. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON EPHONE NUMBERS (239) (239) (239) (239) 9-0 (239) ST AVE. N 1ST AVE. N ' R PC +9.2 "RCP " RCP " RCP PEA GRAVEL CONST. LF OF DBL. " PIPE CENTERED IN SWALE WITH MES (INDEX 22) SEE SUMMARY OF DRAINAGE STRUCTURES 29.0' RT. +5..' LT. PRC ' LT ' LT. PRC ' R PT ' LT. BRICK PAVERS ' LT ' LT. 29.'.' (" TK) COCONUT PALM TREES TO BE REMOVED DETECTABLE WARNING THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 5 MARK ANTHONY BAYER, P.E. : ROAD COUNTY FINANCIAL PROJECT ID N/A COLLIER UTILITY ADJUSTMENTS (1) 37 :27:57 PM H:\319\331151\roadway\UTADRD01.dgn