STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONTRACT PLANS FINANCIAL PROJECT ID (FEDERAL FUNDS) COLLIER COUNTY (03000) HARBOUR DRIVE

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1 Tamiami Airport Rd. CONTRACT PLANS COMPONENTS ROADWAY PLANS CHIPLEY CONTRACT PLANS PENSACOLA FORT WALTON BEACH PANAMA CITY TALLAHASSEE 295 LAKE CITY GAINESVILLE JACKSONVILLE ST AUGUSTINE INDEX OF ROADWAY PLANS 1 KEY 2 SIGNATURE 3 SUMMARY OF PAY ITEMS 4 TYPICAL SECTION 5 - TYPICAL SECTIONS DETAILS SQ-1 - SQ- SUMMARY OF QUANTITIES 7 SUMMARY OF DRAINAGE STRUCTURES PROJECT NOTES 9 - ROADWAY PLAN END PROJECT 13 - DRAINAGE STRUCTURES STA CROSS SECTIONS 23 TEMPORARY TRAFFIC CONTROL PLAN 24 TEMPORARY DETOUR PLAN 25-2 UTILITY ADJUSTMENTS 29 TABULATION OF QUANTITIES SIGNING AND PAVEMENT MARKING T-4-S CTL-1 - CTL-2 PROJECT CONTROL T-49-S DEVELOPMENTAL DESIGN STANDARDS (DDS): NONE BEGIN PROJECT STA T-49-S T-50-S GOVERNING DESIGN STANDARDS: Florida Department of Transportation, FY 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 2017 Standard Specifications for Road and Bridge Construction at the following website: FINANCIAL PROJECT ID Clam Pass Doctors Pass : 2 Inner Clam Bay Moring LineDr Outer Clam Bay Venetian (FEDERAL FUNDS) COLLIER COUNTY (03000) Moorings HARBOUR DRIVE TO BONITA SPRINGS Bay Bay Trail 2 43 NAPLES NAPLES A 9 41 Rd. Goodlete NAPLES Gordon R NAPLES AIRPORT 35 Rock MUNICIPAL 3 31 WYE Pine Ridge Rd. Cr. 13 R-25-E Collier Co. TO MARCO ISLAND Tower TO FORT MYERS East Naples Davis Blvd. R-25-E R-2-E R-2-E KEY T-4-S T-49-S T-49-S T-50-S N TO FORT LAUDERDALE PHASE IV SUBMITTAL FEBRUARY 17, 2017 NEW PORT RICHEY LOCATION OF PROJECT TAMPA ST PETERSBURG STEPHEN ALLEN ULM, P.E. P.E. : W. CYPRESS STREET TAMPA, FLORIDA CONTRACT C9E15 VENDOR F CERTIFICATE OF AUTHORIZATION NO: 54 RYAN WEEKS 275 SARASOTA - BRADENTON OCALA DELAND 4 CONSTRUCTION ORLANDO CONTRACT 4 LAKELAND BARTOW NAPLES EXPRESSWAY TURNPIKE FT MYERS 75 KEY WEST ROADWAY PLANS BEACH LINE FLORIDA'S ENGINEER OF RECORD: DAYTONA BEACH FDOT PROJECT MANAGER: MELBOURNE - COCOA FISCAL YEAR FT PIERCE WEST PALM BEACH FT LAUDERDALE MIAMI THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. T :23:20 PM H:\44321\ \roadway\KEYSRD01.DGN

2 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 STEPHE N ALLEN ULM No ALAN S.ELDRDI GE LICENSE No 7707 PATRC I AI LVIAK LICENSE No 0049 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. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 ALAN S. ELDRIDGE, P.E. : 7707 TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 PATRICIA LIVAK, P.E. : 0049 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 1 KEY 2 SIGNATURE 3 SUMMARY OF PAY ITEMS 4 TYPICAL SECTION 5 - TYPICAL SECTIONS DETAILS SQ-1 - SQ- SUMMARY OF QUANTITIES PROJECT NOTES 9 - ROADWAY PLAN CROSS SECTIONS 25-2 UTILITY ADJUSTMENTS CTL-1 - CTL-2 PROJECT CONTROL 2 SIGNATURE 7 SUMMARY OF DRAINAGE STRUCTURES 13 - DRAINAGE STRUCTURES 2 SIGNATURE 29 TABULATION OF QUANTITIES SIGNING AND PAVEMENT MARKING THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: LICENSE No 20 M ARK A NTHONY BAYER 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. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 MARK ANTHONY BAYER, P.E. : 20 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING S IN ACCORDANCE WITH RULE 1G , F.A.C. ROADWAY PLANS 2 SIGNATURE 23 TEMPORARY TRAFFIC CONTROL PLAN 24 TEMPORARY DETOUR PLAN TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SIGNATURE 2 4:21:35 PM H:\44321\ \roadway\SIGNRD01.DGN

3 01/31/ :05:44 AM FLORIDA PROJECT SUMMARY OF PAY ITEMS FOR PROJECT: LEAD PROJECT : DISTRICT : 01 COUNTY/SECTION : PROJECT(S) : COUNTY : COLLIER 0200 SUMMARY OF ROADWAY SPC ALT ITEM NUMBER ITEM UNIT QUANTITY TOTAL LUMP SUM CONTRACT, ALTERNATIVE BIDDING LS 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF PAY ITEMS 3 4:21:3 PM H:\44321\ \roadway\CESSRD01.DGN

4 40' R/W 40' R/W LIMITS OF CONSTRUCTION Natural Ground SEE ROADWAY PLAN S FOR ELEVATION DESIGN HOUR T = N/A TRAFFIC DATA CURRENT YEAR = 2017 AADT = 7,000 ESTIMATED OPENING YEAR = 2017 AADT = 25,000 K = N/A D = N/A T = N/A (24 HOUR) DESIGN SPEED = 30 MPH STANDARD CLEARING & GRUBBING 2' 5' 2' TYP. LIMITS OF CONSTRUCTION SOD 1: MAX. * CONC. SW (" TK) 0.02 MAX. 0. MAX. SOD EXIST. VALLEY GUTTER (TO REMAIN UNLESS OTHERWISE SHOWN IN THE ROADWAY PLANS) ' * SEE ROADWAY PLANS FOR EXISTING ROYAL PALM TREES TO REMAIN. 15' 7' (TO REMAIN) TYPICAL SECTION HARBOUR DRIVE SIDEWALK STA TO STA ' EXIST. LANDSCAPING (TO REMAIN) 15' ' Natural Ground EXIST. DROP CURB ROADWAY PAVEMENT RESTORATION STA TO STA LT. STA TO STA LT. 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 MATCH 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID TYPICAL SECTION 4 4:21:3 PM H:\44321\ \roadway\TYPSRD01.DGN

5 EDGE OF PAVT. TRANSITION GUTTER TO MATCH EXIST. VALLEY GUTTER 40' R/W 4' TRANSITION GUTTER STANDARD CLEARING & GRUBBING ' 15' EXIST. LANDSCAPING VARIES 5' VARIES 25' R SOD CONC. SW (" TK) 1'-" (TYP.) 5' A NOTE: SEE PLANS FOR DETECTABLE WARNING LOCATION. A Natural Ground 1' CONC. SW 1: 0.02 MAX. 5' MAX. 1:3 MAX. 1: BACK SLOPE SEE ROADWAY PLAN S FOR ELEVATION Natural Ground SIDEWALK MONOLITHIC CURB SEE ROADWAY PLAN S FOR ELEVATION STANDARD CLEARING & GRUBBING VARIES 0. MAX. EXIST. VALLEY GUTTER (TO REMAIN UNLESS OTHERWISE SHOWN IN THE ROADWAY PLANS) SOD 1:3 MAX. 5' CONC. SW (" TK) 0.02 MAX. 0. MAX. EXIST. VALLEY GUTTER (TO REMAIN UNLESS OTHERWISE SHOWN IN THE ROADWAY PLANS) VARIES 1'-" (TYP.) SOD PARTIAL DETAIL (1) HARBOUR DRIVE SIDEWALK ' NTS STA TO STA ' R/W 15' PARTIAL DETAIL (2) HARBOUR DRIVE SIDEWALK NTS STA TO STA EXIST. LANDSCAPING (TO REMAIN) (TO REMAIN) SEE ROADWAY PLAN S FOR STATION (POINT OF REFERENCE) VARIES 5' CONC. SW 1' (TYP.) VARIES SEE PLANS FOR DRWY. WIDTH 4' ' CONC. SW VARIES CONC. SW (" TK) DRIVEWAY DETAIL NTS VARIES (5% MAX.) EDGE OF PAVT. PLAN VIEW 5' MAX. 1: SEE ROADWAY PLAN S FOR STATION NTS 1: SECTION A-A NTS REMOVE EXIST. AND CONST. VALLEY GUTTER 4' TRANSITION GUTTER TRANSITION GUTTER TO MATCH EXIST. VALLEY GUTTER ± 0.02 EXIST. PAVEMENT SIDEWALK CONNECTION AT SIDE STREET DETAIL EXIST. VALLEY GUTTER (TO REMAIN) NTS REGATTA ROAD FAIRWAY TERRACE BINNACLE DRIVE VALLEY GUTTER (SEE TYPICAL SECTION DETAILS (2)) THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID TYPICAL SECTION DETAILS (1) 5 4:21:39 PM H:\44321\ \roadway\TYPSRD01.DGN

6 5' GUTTER TRANSITION TYPE V GUTTER INLET 5' GUTTER TRANSITION REMOVE EXIST. VALLEY GUTTER REMOVE EXIST. VALLEY GUTTER EXIST. VALLEY GUTTER (TO REMAIN) MATCH EXIST. VALLEY GUTTER (POINT OF REFERENCE) PC SEE ROADWAY PLANS FOR STATION AND OFFSET PT SEE ROADWAY PLANS FOR STATION AND OFFSET EDGE OF PAVEMENT CENTER OF BOX LOCATION REFERENCE VALLEY GUTTER TRANSITION DETAIL AT INLET SLOPE TO MATCH SW RAMP SLOPE (1:) VARIES 1" TO 2" VARIES 7" TO " ¾" R NTS STA STA STA STA " " " ¾" R NOTE: VALLEY GUTTER TO BE PAID FOR UNDER PARENT CURB - TYPE F CURB AND GUTTER. VALLEY GUTTER NTS (CITY OF NAPLES DESIGN STANDARDS) 2" " BACK OF SIDEWALK 5' CONC. SW (" TK) SOD VARIES PC 20' R 15' R BACK OF VALLEY GUTTER PRC EDGE OF PAVEMENT PRC 4' CONC. SW (" TK) STA TO STA STA TO STA STA TO STA STA TO STA. +.9 STA TO STA STA TO STA STA TO STA STA TO STA STA TO STA (M AX.) 5' R 9' R PRC SIDEWALK DETAIL NTS 15' R PRC 20' R PT EXIST. VALLEY GUTTER (TO REMAIN) SOD VARIES 5' CONC. SW (" TK) SOD VARIES MATCH FRONT OF SIDEWALK SURFACE TO BACK OF EXISTING VALLEY GUTTER STA TO STA STA TO STA STA TO STA STA TO STA STA TO STA STA TO STA STA TO STA 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID TYPICAL SECTION DETAILS (2) 4:21:39 PM H:\44321\ \roadway\TYPSRD01.DGN

7 SUMMARY OF LUMP SUM ITEMS PAY ITEM PAY ITEM QUANTITY P F DESIGN NOTES CONSTRUCTION REMARKS 1 1 MOBILIZATION 1 PAY ITEM PAY ITEM SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS UNIT PHASE I DURATION QUANTITY TOTAL DAYS P P 2 1 MAINTENANCE OF TRAFFIC LS WORK ZONE SIGN ED BARRIER, TEMPORARY, F&I, LOW PROFILE, CONCRETE LF CHANNELIZING DEVICE-TYPE I,II,DI,VP,DRUM OR LCD ED CHANNELIZING DEVICE-TYPE III, ' 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (1) SQ-1 5:20:29 PM H:\44321\ \roadway\SUMQRD01.DGN

8 SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES LOCATION STA. TO STA. SIDE AREA ID to LT. 2.4 SEDIMENT BARRIER INLET PROTECTION SYSTEM LF EA P F P F DESIGN NOTES to LT..0 TREE PROTECTION to LT to LT to LT to LT to LT..0 TREE PROTECTION to LT to LT to LT..0 TREE PROTECTION to LT..0 TREE PROTECTION to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT to LT..0 TREE PROTECTION LT LT LT LT LT LT LT. 1 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (2) SQ-2 4:21:40 PM H:\44321\ \roadway\SUMQRD01.DGN

9 SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS PAY ITEM PAY ITEM LOCATION SIDE AREA ID LENGTH WIDTH UNITS SECONDARY UNITS (IF LUMP SUM) QUANTITY STA. TO STA. AREA (AC) P F CLEARING & GRUBBING to LT. 22 LS to LT to LT to LT to LT to LT to 1+5. LT to LT to LT to LT to LT to LT to LT REMOVAL OF EXISTING CONCRETE 7+.4 to LT SY 3.5 VALLEY GUTTER to LT VALLEY GUTTER to LT VALLEY GUTTER to LT VALLEY GUTTER to LT, TURNOUT to LT VALLEY GUTTER to LT. 0. VALLEY GUTTER to LT VALLEY GUTTER to LT VALLEY GUTTER to LT VALLEY GUTTER to LT VALLEY GUTTER to LT VALLEY GUTTER to LT VALLEY GUTTER to LT VALLEY GUTTER 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (3) SQ-3 4:21:40 PM H:\44321\ \roadway\SUMQRD01.DGN

10 SUMMARY OF MAILBOXES STATION SIDE QUANTITY P F DESIGN NOTES CONSTRUCTION REMARKS LT LT LT. 1 PAY ITEM PAY ITEM PAY ITEM PAY ITEM STA. TO STA. LOCATION SUMMARY OF EARTHWORK 0 1 REGULAR EXCAVATION 17 0 EMBANKMENT 15 SUMMARY OF PAVEMENT SIDE AREA ID LENGTH WIDTH UNIT QUANTITY OPTIONAL BASE, BASE GROUP to LT. 79 SY.1 TYPE B-.5 ONLY P F DESIGN NOTES to LT TYPE B-.5 ONLY to LT TYPE B-.5 ONLY to LT. 0.3 TYPE B-.5 ONLY SUPERPAVE ASPHALTIC CONCRETE (B) to LT. 79 TN 0.5 P to LT to LT to LT CY F DESIGN NOTES CONSTRUCTION REMARKS 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (4) SQ-4 4:21:41 PM H:\44321\ \roadway\SUMQRD01.DGN

11 PAY ITEM PAY ITEM LOCATION STA. TO STA. SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS SIDE AREA UNIT QUANTITY ID GROSS DEDUCTIONS NET LENGTH LENGTH TYPE LENGTH P F CONCRETE CURB & GUTTER, TYPE F to LT. LF.. CITY OF NAPLES VALLEY GUTTER NOTE: TYPICAL SECTION DETAILS (2) FOR CITY OF NAPLES VALLEY GUTTER DESIGN NOTES to LT..4.4 CITY OF NAPLES VALLEY GUTTER to LT CITY OF NAPLES VALLEY GUTTER to LT CITY OF NAPLES VALLEY GUTTER 9+. to LT CITY OF NAPLES VALLEY GUTTER to LT CITY OF NAPLES VALLEY GUTTER AND FLUME to LT CITY OF NAPLES VALLEY GUTTER to LT CITY OF NAPLES VALLEY GUTTER to LT CITY OF NAPLES VALLEY GUTTER to LT CITY OF NAPLES VALLEY GUTTER to LT CITY OF NAPLES VALLEY GUTTER to LT CITY OF NAPLES VALLEY GUTTER to LT CITY OF NAPLES VALLEY GUTTER 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (5) SQ-5 4:43: PM H:\44321\ \roadway\SUMQRD01.DGN

12 SUMMARY OF SIDEWALK & DETECTABLE WARNINGS LOCATION STA. TO STA. SIDE AREA ID LENGTH WIDTH CONC. SIDEWALK ", ARCH. SIDEWALK DETECTABLE WARNINGS SY SY SF P F P F P F DESIGN NOTES CONSTRUCTION REMARKS to LT to LT to LT to LT to LT to 9+.9 LT TURNOUT to LT to 1+.9 LT to LT TURNOUT to LT to LT TURNOUT to 1+4. LT to LT TURNOUT to LT to LT TURNOUT to LT to LT TURNOUT to LT to LT TURNOUT to LT to LT to LT to LT TURNOUT to LT to LT TURNOUT to LT to LT to LT to LT TURNOUT to LT to LT TURNOUT to LT to LT to LT to LT to LT to LT RESET BRICK 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES () SQ- 4:21:41 PM H:\44321\ \roadway\SUMQRD01.DGN

13 SUMMARY OF PERFORMANCE TURF LOCATION STA. TO STA. SIDE AREA ID LENGTH WIDTH PERFORMANCE TURF (SOD) P SY F DESIGN NOTES CONSTRUCTION REMARKS 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 LT to LT to LT to LT to LT to 1+5. 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES (7) SQ-7 4:21:42 PM H:\44321\ \roadway\SUMQRD01.DGN

14 SUMMARY OF PERFORMANCE TURF LOCATION STA. TO STA. SIDE AREA ID LENGTH WIDTH PERFORMANCE TURF (SOD) P SY F DESIGN NOTES CONSTRUCTION REMARKS to LT to 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES () SQ- 4:21:42 PM H:\44321\ \roadway\SUMQRD01.DGN

15 GUTTER INLET QUANTITY STR. STATION SIDE BARRELS <' TYPE V J-BOTTOM <' REMARKS EA. EA. P S LT. INLET 1 1 CAST IN PLACE (4'x3.5') F P S LT. INLET 1 1 F P S LT. INLET 1 1 F P S LT. INLET 1 1 CAST IN PLACE (4'x3.5') F THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 ALAN S. ELDRIDGE, P.E. : 7707 ROAD COUNTY FINANCIAL PROJECT ID SUMMARY OF DRAINAGE STRUCTURES 7 4:21:43 PM H:\44321\ \roadway\SUMDRD01.DGN

16 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. 4. 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. 5. ALL EXISTING MAILBOXES ARE TO REMAIN UNLESS OTHERWISE NOTED IN THE PLANS.. ALL PROPOSED DETECTABLE WARNING DEVICES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE THE COLOR BRICK RED. TREE PROTECTION ==================== 1. ALL ROYAL PALM TREES WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS NOTED IN PLANS. ROYAL PALM TREES SHALL INCLUDE A TREE PROTECTION BARRICADE, SEE DESIGN STANDARDS INDEX 542. 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID PROJECT NOTES 4:21:43 PM H:\44321\ \roadway\GNNTRD01.DGN

17 SD SAN RCP 1" SAN SAN SAN SD HARBOUR DRIVE 1" = 40' BEGIN PROJECT BEGIN CONSTRUCTION STA ' CONC. SW 5' CONC. SW TRAFFIC SEP. VALLEY GUTTER VALLEY GUTTER VALLEY GUTTER 1"RCP 5' CONC. SW CONC. FLUME TYPE D CURB 5' CONC. SW " OAK 1" RCP 24" PALM 24" PALM BACK FLOW TYPE D CURB LANDSCAPE ISLAND TRAFFIC SEP CRAYTO N RO AD CRAYTO N RO AD ' LT ' LT. PC ' LT. A1 25' R 50' R PRC ' LT. 25' R PT ' LT. N 9 22' 34" E SW (" TK) ' LT ' LT ' LT. LANDSCAPE MEDIAN SW (" TK) PC ' LT PT +9.0 PC PC STA BRICK MAILBOX 15"PALM 1"RCP SW (" TK) ' LT. PT ' LT ' R PRC ' LT. BRICK 3.00' LT. 27' R ' LT. PC ' LT. CURVE CL ' LT. 25' R PT ' LT. 15"PALM ' LT. REMOVE EXIST. AND CONST. VALLEY GUTTER ' LT ' LT. 25'R 25'R CURVE CL1 PI STA REGATTA RO AD A ' LT ' LT. T = ' L = 47.21' R = 3.2' PC STA PRC STA 1+9. e = NC 4"LYRCHEE 24"PALM CONC. FLUME ' LT. " RCP LANDSCAPE MEDIAN SW (" TK) 25' R 40.00' 40.00' N REMOVE EXIST. AND CONST. VALLEY GUTTER ' LT ' LT. S-1 PC ' LT. 15' R PRC ' LT ' R ' LT. PT ' LT. 22.4' LT. ROYAL PALM TREES TO BE REMOVED ROADWAY PAVEMENT RESTORATION 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (1) 9 4:21:44 PM H:\44321\ \roadway\PLANRD01.DGN

18 FAIRW AY TERRACE " RCP HARBOUR DRIVE 1" = 40' ' LT. REMOVE EXIST. AND CONST. VALLEY GUTTER N 40.00' SW (" TK) PC ' LT. LANDSCAPE MEDIAN 40.00' PT ' LT. PI STA "PALM PC ' LT. 20"PALM LANDSCAPE MEDIAN e = NC L = 47.21' PT +.9 PI STA T = ' R = 3.2' PC STA PRC STA 1+9. SW (" TK) PC ' CONC. TURNOUT +05.0, 40.00' LT. CONC. 9 SAN PT ' LT REMOVE EXIST. AND CONST. VALLEY GUTTER 20"PALM PT ' LT ' LT. PRC ' LT ' R PC ' LT. 25' R PRC ' LT. 27' R 15' R 40.00' LT. 20"PALM ' LT. 1" PALM " RCP 1 SAN SAN 25'R CURVE CL1 "RCP ' LT. PC ' LT. A 'R 30.44' LT. CONC. FLUME "PALM CONST. CONC. FLUME INDEX 23 CONST. CONC. SW (" TK) WITH MONOLITHIC CURB ' R SW (" TK) 25' R SW (" TK) PRC STA ' LT. "PALM CLUSTER 15"PALM 4"PALM CLUSTER ASPH. ASPH ' LT. ROCK PLANTER 111 PRC ' LT. PC +5.9 CURVE CL1 CURVE CL ' LT. END SW CURB WITH 3' CURB TRANSITION PRC +44., 41.95' LT. PRC ' LT ' LT. BEGIN SW CURB WITH 3' CURB TRANSITION +93.5, 3.00' LT. SW (" TK) WITH MONOLITHIC CURB PC ' LT. END SW CURB WITH 3' CURB TRANSITION +0., 37.19' LT. 50' R PRC ' LT. 5' R 15' R PT e = NC SW (" TK) PT ' LT. PI STA T = L = ' CONC. TURNOUT , 40.00' LT. "PALM20"PALM 1 R = PRC STA. = 1+9. PT STA. = ' LT ' CONC. TURNOUT +35.1, 40.00' LT. 20' CONC. TURNOUT +1.30, 40.00' LT. LANDSCAPE MEDIAN CURVE CL2 PC ' LT. ROCK PT ' LT ' LT ' LT ' CONC. TURNOUT +.40, 40.00' LT. ROCK ROYAL PALM TREES TO BE REMOVED DETECTABLE WARNING 40.00' 40.00' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (2) 4:21:4 PM H:\44321\ \roadway\PLANRD02.DGN

19 SD SD HARBOUR DRIVE 1" = 40' 40.00' 40.00' SW (" TK) PC ' LT ROCK 3.00' LT ' LT. PT ' LT. 24"PALM ' CONC. TURNOUT , 40.00' LT PI STA ROCK 3.00' LT. CURVE CL2 PI STA SW (" TK) 3.00' LT. T = L = R = PRC STA. = 1+9. PT STA. = e = NC SW (" TK) 20"PALM PT PC PC CURVE CL2 ROCK BRICK 19"PALM RCP BRICK LANDSCAPE MEDIAN " RCP " 115 PLANTER 24"PALM PLANTER 24"PALM CONST. 4' CONC. SW (" TK) " ' CONC. TURNOUT PALM +3.90, 40.00' LT ' LT ' LT SW (" TK) ' LT. ' CONC. TURNOUT +.11 CONST. CONC. SW (" TK) 3.50' LT. PC ' LT ' LT. PC ' LT. CONST. CONC. SW (" TK) PT ' LT. PRC ' LT. 35'R PRC ' LT. 30'R 9'R S-2 5'R BRICK +01.0, 40.00' LT. NTS +1.7 PRC ' LT. 30'R 39.50' LT. PRC ' LT. SIDEWALK DETAIL 35'R PT ' LT. SW (" TK) PC ' LT. 3.00' LT. PC ' LT. PT ' LT ASPH ' LT. BRICK 3.53' LT. PT ' LT PT CONC. 20" PALM 24" PALM 2" PALM 30" PALM ' LT ASPH. SW (" TK) +5.0 PC PT PC MAILBOX BRICK ' CONC. TURNOUT +52., 40.00' LT. SW (" TK) BRICK ASPH. " RCP LANDSCAPE MEDIAN ASPH PT STA NOTE: PT ' LT. 3.00' LT. 3.00' LT. PC ' LT ' LT. PT ' LT. ' CONC. TURNOUT +0.00, 40.00' LT ' LT. S ' LT. 3.00' LT. PC ' LT. N SW (" TK " PALM 1" PALM PROP. GUTTER TRANSITION PT SW (" TK) N 9 24' 37" E RESET BRICK TO MATCH ' CONC. TURNOUT +2.0, 40.00' LT PC ROCK PEDESTAL LIGHTS AT STA AND STA ARE TO REMAIN. LOCATION OF BURIED ELECTRIC FOR THE LIGHTING IS UNKNOWN. USE CAUTION WITHIN THIS AREA TO PREVENT DAMAGE TO THE ELECTRIC. ROADWAY PAVEMENT RESTORATION +3.9 ROYAL PALM TREES TO BE REMOVED 40.00' 40.00' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (3) 11 5:09: PM H:\44321\ \roadway\PLANRD03.DGN

20 SD SAN 40.00' 40.00' REMOVE EXIST. AND CONST. VALLEY GUTTER ' LT. HARBOUR DRIVE SW (" TK) PT ' 40.00' 1" PALM BRICK PT ' LT. 15' R 15' R PRC ' LT. PC +0.9 PLANTER ' LT CONST. 4' CONC. SW (" TK) SW (" TK) PRC ' LT. 5' R BRICK 15" PALM 15' R PRC ' LT. 15' R PC ' LT ' LT. S-4 PRC ' LT. ' R PRC ' LT. 15' R " RCP BRICK SW (" TK) " PALM 725 BRICK BACK FLOW " PALM 5' CONC. SW BACK FLOW BACK FLOW ' CONC. SW VALLEY GUTTER LANDSCAPE MEDIAN LANDSCAPE MEDIAN END PROJECT PC ' LT. PT ' LT ' LT END CONSTRUCTION PRC ' LT. 2' R ' LT. PC ' R PT ' LT. ' R PRC ' LT. ' R PT ' R STA BINNACLE DRIVE ' LT. 4.00' LT. 25' R ROYAL PALM TREE (TO REMAIN) MAILBOX N 9 24' 37" E 1" = 40' N ROYAL PALM TREES TO BE REMOVED ROADWAY PAVEMENT RESTORATION 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID ROADWAY PLAN (4) 4:21:4 PM H:\44321\ \roadway\PLANRD04.DGN

21 999 2 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. 2. VERIFY EXISTING STRUCTURE FLOW LINES AND PIPE SIZES. NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE ANY SHOP DRAWINGS ARE SUBMITTED S-2 STA ' LT. CONST. GUTTER INLET TYPE V FL 7.15 (RT.) (EXIST.) INDEX 200, 201, 221 S EXIST. STRUCTURE (TO BE REMOVED) EXIST. STRUCTURE (TO BE REMOVED) REMOVE 5 LF OF " RCP " DIP FM STA OF " RCP REMOVE 7 LF 7.2 " DIP FM STA (TO REMAIN) (TO REMAIN) TO EXIST. STRUCTURE EXIST. " RCP TO EXIST. STRUCTURE EXIST. " RCP STA , 31.0' LT. 31.5' LT. CENTER OF J-BOTTOM CONST. GUTTER INLET TYPE V WITH J-BOTTOM (4'x3.5') (CAST IN PLACE) FL 4.75 (RT.) (EXIST.) BOTTOM EL. 3.3 INDEX 200, 201, S-1 S SCALE: HORZ. 1" = 20' VERT. 1" = 5' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 ALAN S. ELDRIDGE, P.E. : 7707 ROAD COUNTY FINANCIAL PROJECT ID DRAINAGE STRUCTURES (1) 13 4:21:49 PM H:\44321\ \roadway\DRXSRD01.DGN

22 S-4 STA ' LT. 31.' LT. CENTER OF J-BOTTOM CONST. GUTTER INLET TYPE V WITH J-BOTTOM (4'x3.5') (CAST IN PLACE) BOTTOM EL. 5.3 FL 7. (RT.) (EXIST.) INDEX 200, 201, EXIST. STRUCTURE (TO BE REMOVED) " DIP FM STA EXIST. STRUCTURE (TO BE REMOVED) " DIP FM STA REMOVE 4 LF OF " RCP REMOVE 3 LF OF " RCP EXIST. " RCP (TO REMAIN) (TO REMAIN) TO EXIST. STRUCTURE TO EXIST. STRUCTURE EXIST. " RCP S-3 STA ' LT. CONST. GUTTER INLET TYPE V FL.34 (RT.) (EXIST.) INDEX 200, 201, S S SCALE: HORZ. 1" = 20' VERT. 1" = 5' 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 : 54 ALAN S. ELDRIDGE, P.E. : 7707 ROAD COUNTY FINANCIAL PROJECT ID DRAINAGE STRUCTURES (2) 4:21:49 PM H:\44321\ \roadway\DRXSRD01.DGN

23 :3 1: " SAN " SAN NOTE: ELEVATIONS ARE PROVIDED AT THE EXISTING EDGE OF PAVEMENT BEGIN PROJECT BEGIN CONSTRUCTION BEGIN EARTHWORK STA SCALE: HORZ. 1" = ' VERT. 1" = 5' :31: " SAN " SAN SCALE: HORZ. 1" = ' VERT. 1" = 5' 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID CROSS SECTIONS (1) 15 4:21:50 PM H:\44321\ \roadway\RDXSRD01.DGN

24 : " DIP FM STA " DIP FM STA NOTE: ELEVATIONS ARE PROVIDED AT THE EXISTING EDGE OF PAVEMENT " SAN " SAN SCALE: HORZ. 1" = ' SCALE: HORZ. 1" = ' VERT. 1" = 5' VERT. 1" = 5' : THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID CROSS SECTIONS (2) 4:21:51 PM H:\44321\ \roadway\RDXSRD01.DGN

25 " DIP FM STA EXIST. FENCE " SAN NOTE: ELEVATIONS ARE PROVIDED AT THE EXISTING EDGE OF PAVEMENT SCALE: HORZ. 1" = ' VERT. 1" = 5' " SAN " PVC FM STA SCALE: HORZ. 1" = ' VERT. 1" = 5' 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID CROSS SECTIONS (3) 17 4:21:51 PM H:\44321\ \roadway\RDXSRD01.DGN

26 " SAN " SAN NOTE: ELEVATIONS ARE PROVIDED AT THE EXISTING EDGE OF PAVEMENT SCALE: HORZ. 1" = ' VERT. 1" = 5' " SAN " SAN SCALE: HORZ. 1" = ' VERT. 1" = 5' 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID CROSS SECTIONS (4) 1 4:21:51 PM H:\44321\ \roadway\RDXSRD01.DGN

27 " SAN.03 " SAN NOTE: ELEVATIONS ARE PROVIDED AT THE EXISTING EDGE OF PAVEMENT SCALE: HORZ. 1" = ' VERT. 1" = 5' " SAN " DIP FM STA SCALE: HORZ. 1" = ' VERT. 1" = 5' 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID CROSS SECTIONS (5) 19 4:21:52 PM H:\44321\ \roadway\RDXSRD01.DGN

28 " SAN. 4' " SAN NOTE: ELEVATIONS ARE PROVIDED AT THE EXISTING EDGE OF PAVEMENT EXIST. CONC. MAILBOX (TO REMAIN) SCALE: HORZ. 1" = ' VERT. 1" = 5' 0 50 " SAN 9.3 " SAN SCALE: HORZ. 1" = ' VERT. 1" = 5' 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID CROSS SECTIONS () 20 4:21:52 PM H:\44321\ \roadway\RDXSRD01.DGN

29 " DIP FM STA " SAN NOTE: ELEVATIONS ARE PROVIDED AT THE EXISTING EDGE OF PAVEMENT SCALE: HORZ. 1" = ' VERT. 1" = 5' " SAN 9.49 " SAN SCALE: HORZ. 1" = ' VERT. 1" = 5' 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID CROSS SECTIONS (7) 21 4:21:52 PM H:\44321\ \roadway\RDXSRD01.DGN

30 END PROJECT END CONSTRUCTION STA END EARTHWORK STA " SAN 9.73 " DIP FM STA NOTE: ELEVATIONS ARE PROVIDED AT THE EXISTING EDGE OF PAVEMENT SCALE: HORZ. 1" = ' VERT. 1" = 5' 0 50 " PVC FM STA " SAN SCALE: HORZ. 1" = ' VERT. 1" = 5' 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 : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID CROSS SECTIONS () 22 4:21:52 PM H:\44321\ \roadway\RDXSRD01.DGN

31 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 HARBOUR DRIVE IS 30 MPH. 1. PLACE ADVANCED WARNING SIGNS AND WARNING DEVICES UTILIZING TTCP AND DESIGN STANDARDS INDEX LANE CLOSURES ARE ONLY PERMITTED BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM UNLESS OTHERWISE NOTED. 3. UTILIZE DESIGN STANDARDS INDEX 0 AS NEEDED TO CLOSE SIDEWALK LOCATIONS WHERE THERE IS NO SIDEWALK CONNECTION DURING CONSTRUCTION CONSTRUCT DRAINAGE IMPROVEMENTS UTILIZING THE TEMPORARY DETOUR PLAN. CONSTRUCT SIDEWALK AND TURNOUTS UTILIZING DESIGN STANDARDS INDEX NOS. 02, 05 AND 0. PLACE PAVEMENT MARKINGS UTILIZING DESIGN STANDARDS INDEX 05. W20-1F AHEAD WORK ROAD SIDE STREET END ROAD WORK G20-2A 150' HARBOUR DRIVE SIDE STREETS HARBOUR DRIVE AHEAD WORK ROAD W20-1F 150' E N D R O A D W O R K SPEEDING FINES DOUBLED WHEN WORKERS PRESENT 200' BEGIN CONSTRUCTION G20-2A MOT ' ADVANCE WARNING SIGN DIAGRAM NTS 200' MOT--0 HARBOUR DRIVE G20-2A END CONSTRUCTION 200' SPEEDING FINES DOUBLED W HEN W ORKERS PRESENT END ROAD WORK 150' W20-1F ROAD W ORK AHEAD NTS THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID TEMPORARY TRAFFIC CONTROL PLAN 23 4:21:53 PM H:\44321\ \roadway\TCPLRD01.DGN

32 CRAYTON ROAD NOTES: 1. ROAD CLOSURE IS STRICTLY FOR THE CONSTRUCTION OF THE PROPOSED DRAINAGE STRUCTURES. COORDINATE ROAD CLOSURE DURATION WITH THE ENGINEER AND CITY OF NAPLES STREETS AND STORM DIVISION. THE MAXIMUM ROAD CLOSURE DURATION SHALL BE DAYS. 2. MAINTAIN ACCESS TO ALL RESIDENTIAL DRIVEWAYS DURING THE TEMPORARY DETOUR. KETCH DRIVE BINNACLE DRIVE NTS N REGATTA ROAD DETOUR END M04-0A FAIRWAYTERRACE M04-09L DETOUR NATURAL GROUND HARBOUR DRIVE WESTBOUND HARBOUR DRIVE ROAD CLOSURE WORK AREA DETOUR DETAIL (1) AT DRAINAGE STRUCTURES S-1 S-2 S-3 S-4 CONSTRUCTION OF DRAINAGE STRUCTURES 1' ' STA STA STA STA TEMP. CONC. BARRIER, TYPE K INSTALLATION DETAIL NTS NATURAL GROUND INSTALL 3 LF OF TEMP. CONC. BARRIER, LOW PROFILE TO TO TO TO STA STA STA STA R11-02 ROAD CLOSED W11-01 R02-01 R09-05S W20-02A SPEED LIMIT (2) TYPE III BARRACADE WORK AREA ' DETOUR DETAIL (2) 20 BIKES SHARING ROADW AY DETOUR AHEAD 0' 0' THRU TRAFFIC DETOUR 200' M04-09R R ' TYPE III BARRACADE CHANNELIZING DEVICES BETWEEN DRAINAGE STRUCTURES WORK AREA FOR DRAINAGE STRUCTURE CONSTRUCTION EXIST. GUTTER TEMP. CONC. BARRIER, LOW PROFILE ' OFFSET EDGE OF TRAVELWAY ROAD CLOSED TO WEDGE DRIVE RIVERA DRIVE HARBOUR DRIVE US 41 (9TH ST. N) DIRECTION OF TRAFFIC DIRECTION OF DETOURED TRAFFIC TYPE III BARRICADE WORK ZONE SIGN WORK AREA THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C.. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 MARK ANTHONY BAYER, P.E. : 20 ROAD COUNTY FINANCIAL PROJECT ID TEMPORARY DETOUR PLAN 24 4:21:55 PM H:\44321\ \roadway\TCDTRD01.DGN

33 SD SAN RCP 1" SAN SAN SAN SD HARBOUR DRIVE 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 APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. 1" = 40' 2. UTILITY/AGENCY OWNERS: COMPANY CONTACT TELEPHONE NUMBERS N BEGIN PROJECT BEGIN CONSTRUCTION STA Vvh # 5' CONC. SW 5' CONC. SW TRAFFIC SEP. VALLEY GUTTER VALLEY GUTTER VALLEY GUTTER 1"RCP 5' CONC. SW CONC. FLUME TYPE D CURB 5' CONC. SW " OAK 1" RCP A1 24" PALM 24" PALM BACK FLOW TYPE D CURB LANDSCAPE ISLAND TRAFFIC SEP UTILITY (Owner, Type) CRAYTO N RO AD CRAYTO N RO AD SIZE ' LT ' LT. PC ' LT. " WM / TO REMAIN CITY OF 25' NAPLES R 50' R PRC ' LT. " WM / TO REMAIN CITY OF NAPLES 25' R PT ' LT. N 9 22' 34" E SW (" TK) ' LT ' LT ' LT. SUMMARY OF VERIFIED UTILITIES MATERIALS CITY OF NAPLES /SEWER/RECLAIMED LANDSCAPE MEDIAN PT +9.0 " FM / TO REMAIN PC +75. CITY OF NAPLES 37.3' LT. STA. OFFSET LT./RT. PC STA BRICK MAILBOX 15"PALM 1"RCP SW (" TK) ' LT. PT ' LT. EXISTING GROUND EL ' R PRC ' LT. BRICK 3.00' LT. 27' R ' LT. PC ' LT. CURVE CL1 1- CITY OF NAPLES, FM " DUCTILE IRON PIPE LT CITY OF NAPLES, FM " DUCTILE IRON PIPE LT CITY OF NAPLES, WM 3" PVC LT CITY OF NAPLES, FM " DUCTILE IRON PIPE LT COMCAST FLORIDA POWER AND LIGHT TECO PEOPLES GAS CENTURYLINK CITY OF NAPLES ENGINEERING BT / TO REMAIN CENTURYLINK PT ANDY HOLLAND (239) ' LT. Vvh "PALM ' LT. REMOVE EXIST. AND CONST. VALLEY GUTTER TOP EL. ALLYSON HOLLAND MARK COOK MICHAEL MARTINEZ MARILYN ALOI TONY ZAWACKY ' LT ' LT. 25'R " SAN. / TO REMAIN CITY OF NAPLES COMMENTS 25'R REGATTA RO AD A ' LT ' LT. " WM / TO REMAIN CITY OF NAPLES (239) (239) (239) (239) 9-0 (239) 23-2 Vvh 1-13 Vvh 1-4"LYRCHEE 24"PALM CONC. FLUME " RCP ' LT. PC ' LT. LANDSCAPE MEDIAN S-1 15' R PRC ' LT. 27' R " FM / LOCATE AND PROTECT CITY OF NAPLES 25' R ' LT. PT ' LT. 22.4' LT. Vvh ' 40.00' 3" WM / TO REMAIN CITY OF NAPLES THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID UTILITY ADJUSTMENTS (1) 25 5:5:44 PM H:\44321\ \roadway\UTADRD01.DGN

34 FAIRW AY TERRACE " RCP HARBOUR DRIVE 1" = 40' ' LT. REMOVE EXIST. AND CONST. VALLEY GUTTER N LANDSCAPE MEDIAN Vvh # 40.00' SW (" TK) PC ' LT ' SAN. CLEANOUT / TO BE RELOCATED CITY OF NAPLES " FM / TO REMAIN CITY OF NAPLES PT ' LT. PI STA "PALM PC ' LT. 20"PALM LANDSCAPE MEDIAN CATV / TO REMAIN COMCAST e = NC CURVE CL1 L = 47.21' PT +.9 PI STA T = ' R = 3.2' PC STA PRC STA 1+9. SW (" TK) PC ' CONC. TURNOUT +05.0, 40.00' LT. UTILITY (Owner, Type) CONC. 9 SAN PT ' LT REMOVE EXIST. AND CONST. VALLEY GUTTER 20"PALM 20"PALM BT / TO REMAIN CENTURYLINK SIZE PT ' LT ' LT. PRC ' LT ' R PC ' LT. 25' R PRC ' LT. 27' R 15' R 40.00' LT ' LT. 1" PALM " RCP 1 SAN SAN 25'R CURVE CL1 "RCP ' LT. PC ' LT. A 'R 30.44' LT. SUMMARY OF VERIFIED UTILITIES MATERIALS CONC. FLUME "PALM CONST. CONC. FLUME INDEX 23 CONST. CONC. SW (" TK) WITH MONOLITHIC CURB ' LT. END SW CURB WITH 3' CURB TRANSITION PRC +44., 41.95' LT. ' R SW (" TK) 25' R SW (" TK) PRC ' LT. PRC STA ' LT. "PALM CLUSTER 15"PALM 4"PALM CLUSTER ASPH. ASPH ' LT STA. OFFSET LT./RT. ROCK PLANTER EXISTING GROUND EL. 3.00' LT. BEGIN SW CURB WITH 3' CURB TRANSITION +93.5, 3.00' LT. SW (" TK) WITH MONOLITHIC CURB PC ' LT. END SW CURB WITH 3' CURB TRANSITION +0., 37.19' LT. 50' R PRC ' LT. 5' R PRC ' LT. 15' R PT PC +5.9 CURVE CL2 e = NC SW (" TK) PT ' LT. PI STA T = L = ' CONC. TURNOUT , 40.00' LT. "PALM20"PALM 1 R = PRC STA. = 1+9. PT STA. = ' LT ' CONC. TURNOUT +35.1, 40.00' LT. 20' CONC. TURNOUT +1.30, 40.00' LT. 1- CITY OF NAPLES, WM " TRANSITE LT CITY OF NAPLES, FM " PVC LT CITY OF NAPLES, SAN. " VCP LT CITY OF NAPLES, FM " DUCTILE IRON PIPE LT Vvh 1- Vvh 1-11 " SAN. / TO REMAIN CITY OF NAPLES " WM / TO REMAIN CITY OF NAPLES Vvh 1- Vvh 1-9 SAN. / TO REMAIN CITY OF NAPLES TOP EL. LANDSCAPE MEDIAN COMMENTS CURVE CL2 PC ' LT. ROCK PT ' LT SAN. / TO REMAIN CITY OF NAPLES 3.00' LT ' LT ' CONC. TURNOUT +.40, 40.00' LT. ROCK ROYAL PALM TREES TO BE REMOVED DETECTABLE WARNING 40.00' 40.00' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID UTILITY ADJUSTMENTS (2) 2 4:21:57 PM H:\44321\ \roadway\UTADRD02.DGN

35 SD SD HARBOUR DRIVE 1" = 40' Vvh # 40.00' 40.00' SW (" TK) PC ' LT ROCK 3.00' LT ' LT. PT ' LT. 24"PALM ' CONC. TURNOUT , 40.00' LT PI STA ROCK 3.00' LT. SW (" TK) SW (" TK) PC ' LT. UTILITY (Owner, Type) 20"PALM PT PC " FM / TO REMAIN CITY OF NAPLES CURVE CL2 ROCK 19"PALM " ' CONC. TURNOUT PALM +3.90, 40.00' LT ' LT ' LT. SW (" TK) SAN. / TO REMAIN CITY OF NAPLES SIZE CONST. CONC. SW (" TK) PT ' LT. BRICK LANDSCAPE MEDIAN RCP " "PALM PLANTER BRICK ' CONC. TURNOUT +01.0, 40.00' LT. SW (" TK) PC ' LT. " FM / LOCATE AND PROTECT CITY OF NAPLES 3.00' LT. CONST. 4' CONC. PT SW (" TK) 3.00' LT ' LT. SUMMARY OF VERIFIED UTILITIES MATERIALS PC ' LT. ASPH. 1 STA. OFFSET LT./RT PT CONC. 20" PALM 24" PALM 2" PALM 30" PALM ' LT ASPH. EXISTING GROUND EL. SW (" TK) +5.0 PC PT BRICK ' CONC. TURNOUT +52., 40.00' LT. 1-5 CITY OF NAPLES, SAN. " VCP LT CITY OF NAPLES, FM " DUCTILE IRON PIPE LT CITY OF NAPLES, FM " DUCTILE IRON PIPE LT Vvh 1-7 S-2 SAN. / TO REMAIN CITY OF NAPLES BT / TO REMAIN CENTURYLINK PC MAILBOX SW (" TK) Vvh PT ' LT. PC ' LT. 3.00' LT ' Vvh LT. 1- BRICK ASPH. " RCP LANDSCAPE MEDIAN ASPH PT STA ' LT. PT ' LT. ' CONC. TURNOUT +0.00, 40.00' LT TOP EL COMMENTS 22.92' LT. S ' LT. SAN. / TO REMAIN CITY OF NAPLES 3.00' LT. PC ' LT. N SW (" TK " PALM 1" PALM PROP. GUTTER TRANSITION PT SW (" TK) N 9 24' 37" E RESET BRICK TO MATCH ' CONC. TURNOUT +2.0, 40.00' LT PC SAN. / TO REMAIN CITY OF NAPLES 40.00' 40.00' THE OFFICIAL RECORD OF THIS IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 1G , F.A.C. TAMPA, FLORIDA CERTIFICATE OF AUTHORIZATION : 54 STEPHEN ALLEN ULM, P.E. : ROAD COUNTY FINANCIAL PROJECT ID UTILITY ADJUSTMENTS (3) 27 4:21:5 PM H:\44321\ \roadway\UTADRD03.DGN