24-8319_-_Exhibit_M_-_City_Gate_Blvd_N_Intersection-_Roadway_Plans_11-04-2024_S&S.pdf

95193

P

F

LOCATION

PROJECT

$DATE$ $TIME$ $FILE$$USER$

JACKSONVILLE

FT PIERCE

FT LAUDERDALE

MIAMI

NAPLES

TAMPA

ORLANDO

TALLAHASSEE

PENSACOLA

T U R N P

IK

E

BEE LINE

EXPRESSWAY

F

LOR

ID

A

S

BARTOW

KEY WEST

CHIPLEY

DELAND

CITY

LAKE

N

GOVERNING STANDARD SPECIFICATIONS:

GOVERNING STANDARD PLANS:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

PROJECT LENGTH IS BASED ON ¡ OF CONSTRUCTION

ROADWAY - COLLIER BLVD.

NET LENGTH OF PROJECT

EXCEPTION

GROSS LENGTH OF PROJECT

LINEAR FEET MILES

0.151

Miles

0 1 2

CONTRACT PLANS COMPONENTS

INDEX OF ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

PROJECT LOCATION MAP

LENGTH OF PROJECT

YEAR

FISCAL

NO.

SHEET

KEY SHEET REVISIONS

DATE BY SHEET

TRANSPORTATION ENGINEERING DIVISION

COLLIER COUNTY BOARD OF COMMISSIONERS

DISTRICT 5: WILLIAM L. McDANIEL, JR

DISTRICT 4: DAN KOWAL

DISTRCIT 3: BURT L. SAUNDERS

DISTRICT 2: CHRIS HALL

DISTRICT 1: RICK LOCASTRO

Bridge Construction and applicable Interim (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and http://www.dot.state.fl.us/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

COLLIER COUNTY (03000)

COLLIER COUNTY PROJECT ID: 68056

COLLIER COUNTY

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

ROADWAY PLANS

796.69

796.69

796.69

BEGIN PROJECT

BEGIN CONSTRUCTION

SIGNALIZATION PLANS

SIGNING & PAVEMENT MARKING PLANS

ROADWAY PLANS

END CONSTRUCTION

END PROJECT

PLANS

INTERSECTION IMPROVEMENT

CITY GATE BOULEVARD NORTH

COLLIER BOULEVARD (C.R. 951)

ENGINEER OF RECORD:

ROADWAY PLANS

PROJECT MANAGER:

COLLIER COUNTY

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

BEE THAO, P.E.

VERIFIED IN THE ELECTRONIC DOCUMENTS.

SEALED. THE SIGNATURE MUST BE

ARE NOT CONSIDERED SIGNED AND

PRINTED COPIES OF THIS DOCUMENT

BEGIN CONSTRUCTION

STA. 1448+69.04

COLLIER BLVD

STA. 1453+90.83

COLLIER BLVD

STA. 100+00.00

CITY GATE BLVD N

END CONSTRUCTION

STA. 1445+94.14

COLLIER BLVD

NAPLES, FL 34108

5811 PELICAN BAY BLVD, STE 305

JACOBS ENGINEERING GROUP INC.

P.E. NO.: 94489

NICHOLAS DECICCIO, P.E.

STA. 104+26.33

CITY GATE BLVD N

SUMMARY OF QUANTITIES

UTILITY ADJUSTMENTS

SPECIAL DETAIL

ROADWAY DETAILS

PLAN SHEETS

GENERAL NOTES

PROJECT LAYOUT

TYPICAL SECTION

SIGNATURE SHEET

KEY SHEET

SQ-1 THRU SQ-4

14-16

12-13

8-10

3-5

BID PLANS

COLLIER BOULEVARD (C.R. 951)

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P.E. LICENSE NUMBER 94489

NICHOLAS DECICCIO, PE

JACOBS ENGINEERING GROUP INC.

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ROADWAY PLANS

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SIGNATURE SHEET

NICHOLAS DECICCIO, P.E. No. 94489

TEL. (813) 679- 7720

NAPLES, FLORIDA 34108

5811 PELICAN BAY BLVD., SUITE 305

JACOBS ENGINEERING GROUP, INC.

OI

CCI

CED SALO

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N

STATE OF

R E

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G

NE LANOI

S S

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F O

R P

ESNECI

L

A

DIROL

F

No 94489

SUMMARY OF QUANTITIES

UTILITY ADJUSTMENTS

SPECIAL DETAIL

ROADWAY DETAILS

PLAN SHEETS

GENERAL NOTES

PROJECT LAYOUT

TYPICAL SECTION

SIGNATURE SHEET

KEY SHEET

SHEET DESCRIPTION

SQ-1 THRU SQ-4

14-16

12-13

8-10

3-5

SHEET NO.

CURRENT YEAR = 2023 AADT = 39,000

ESTIMATED DESIGN YEAR = 2045 AADT = 78,200

K = 11.68% D = 50.00% T = 10.50% (24 HOUR)

DESIGN SPEED = 45 MPH

POSTED SPEED = 45 MPH

TRAFFIC DATA

ESTIMATED OPENING YEAR = 2025 AADT = 42,500

¡ CONST. COLLIER BLVD.

COLLIER BOULEVARD (C.R. 951)

TYPICAL SECTION NO. 1

11' 11' 11' 11'

VARIES VARIES

R/W

EXIST.CONSTRUCTION

LIMITS OF

200' EXISTING R/W

M E

D I A

N

GROUND

NATURAL

EXIST.

EXIST.

EXIST.

4'5' VAR** 0'-11'

EXIST. EXIST.

EXIST.

EXIST.

12'-15'

49'-74'

EXIST. EXIST.

4'-8'

(TO BE REMOVED)

TRAFFIC SEPARATOR

OBG

(12" LBR 40)

TYPE B STABILIZATION

SAW CUT (TYP.)

PAVEMENT REPLACEMENT FOR SEPARATOR REMOVAL

(WIDENING PAVEMENT COMPOSITION)

EXIST.

0'-11' 11'

EXIST. EXIST.

CONSTRUCTION

LIMITS OF

EXIST. EXIST.

OBG

(12" LBR 40)

TYPE B STABILIZATION

SAW CUT (TYP.)

(WIDENING PAVEMENT COMPOSITION)

TRAVEL LANE TURN LANE

CONCRETE TRAFFIC SEPARATOR

1'-2.5'

SEPARATOR REMOVED AND REPLACED

CHEVRON

48'

11'

CHEVRON

STA. 1445+94.14 TO STA. 1448+69.04

2'-4'

WIDENING**

COLLIER BOULEVARD

TYPICAL SECTION (1)

15'

TRAVEL LANE TURN LANE

15'

R/W

PROPOSED

R/W

EXIST.

GROUND

NATURAL

TO REMAIN

SHARED USE PATH

EXIST. 10' ASPHALT

TO REMAIN

SIDEWALK

EXIST. 6' CONC

AND FRICTION COURSE FC-12.5 (TRAFFIC E) (1-1/2") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC E) (3-1/2")

OPTIONAL BASE GROUP 9 WITH

COLLIER BOULEVARD (C.R. 951)

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5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER 3

COLLIER BOULEVARD

CURRENT YEAR = 2023 AADT = 39,000

ESTIMATED DESIGN YEAR = 2045 AADT = 78,200

K = 11.68% D = 50.00% T = 10.50% (24 HOUR)

DESIGN SPEED = 45 MPH

POSTED SPEED = 45 MPH

TRAFFIC DATA

ESTIMATED OPENING YEAR = 2025 AADT = 42,500

TYPICAL SECTION (2)

¡ CONST. COLLIER BLVD.

COLLIER BOULEVARD (C.R. 951)

TYPICAL SECTION NO. 2

11' 11' 11' 11'

VARIES

VARIES (33' - 48')

VARIES

CONSTRUCTION

LIMITS OF

GROUND

NATURAL

200' EXISTING R/W

M E

D I A

N

EXIST

EXIST.

EXIST.

5'

EXIST.

12'-15'

34'-37'

EXIST. EXIST.

4'-12'

(TO BE REMOVED)

TRAFFIC SEPARATOR

OBG

(12" LBR 40)

TYPE B STABILIZATION

SAW CUT (TYP.)

PAVEMENT REPLACEMENT FOR SEPARATOR REMOVAL

(WIDENING PAVEMENT COMPOSITION)

EXIST.

11'

EXIST. EXIST.

CONSTRUCTION

LIMITS OF

EXIST. EXIST.

OBG

(12" LBR 40)

TYPE B STABILIZATION

SAW CUT (TYP.)

(WIDENING PAVEMENT COMPOSITION)

TRAVEL LANETURN LANE 2'

CONCRETE TRAFFIC SEPARATOR

1'-2.5'

SEPARATOR REMOVED AND REPLACED

0'-11'

STA. 1450+48.12 TO STA. 1453+72.59

CHEVRON

MILLING/RESURFACE

WIDENING**

VAR**

VARIES

RESURFACING

MILLING AND

0'-10.5' 0'-10.5'0'-4'

TURN LANE TRAVEL LANE

R/W

EXIST.

R/W

EXIST.

R/W

PROPOSED

15'20'

EASEMENT

TEMPORARY

TO REMAIN

SHARED USE PATH

EXIST. 10' ASPH.

GROUND

NATURAL

AND FRICTION COURSE FC-12.5 (TRAFFIC E) (1-1/2") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC E) (3-1/2")

OPTIONAL BASE GROUP 9 WITH

FRICTION COURSE FC-12.5 (TRAFFIC E) (1-1/2") (PG 76-22)

MILL EXISTING ASPHALT PAVEMENT (1-1/2" AVG. DEPTH)

COLLIER BOULEVARD (C.R. 951)

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5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

951 68056COLLIER 4

CITY GATE BOULEVARD NORTH

TRAFFIC DATA

MILLING/RESURFACE

TYPICAL SECTION (3)

CITY GATE BOULEVARD NORTH

TYPICAL SECTION NO. 3

12'

VARIES

VARIES (24'-49.5')

VARIES

R/W

EXIST.

R/W

EXIST.

CONSTRUCTION

LIMITS OF

GROUND

NATURAL

100' EXISTING R/W

GROUND

NATURAL

CONSTRUCTION

LIMITS OF

MILLING AND RESURFACING

STA. 100+00.00 TO STA. 103+82.72 (RIGHT)

STA. 100+00.00 TO STA. 104+24.83 (LEFT)

EXIST.

¡ CONST. CITY GATE BLVD N.

13.5'

25.5'

EXIST.

12'12'

M E

D I A

N

DESIGN SPEED = 35 MPH

POSTED SPEED = 35 MPH

EXIST. EXIST.

(TO BE REMOVED)

TRAFFIC SEPARATOR

OBG

(12" LBR 40)

TYPE B STABILIZATION

SAW CUT (TYP.)

PAVEMENT REPLACEMENT FOR SEPARATOR REMOVAL

(WIDENING PAVEMENT COMPOSITION)

WIDENING

2.5'

VARIES (2.5'-27')

CHEVRON

TURN LANE TRAVEL LANE

TO REMAIN

SIDEWALK

EXIST. 6' CONC.

TO REMAIN

SIDEWALK

EXIST. 6' CONC.

SEPARATOR

TRAFFIC

2' CONC.

0'-12'** 0'-13.5'**

EXIST. EXIST.

OBG

(12" LBR 40)

TYPE B STABILIZATION

SAW CUT (TYP.)

(WIDENING PAVEMENT COMPOSITION)

TRAVEL LANETURN LANE 2'

CONCRETE TRAFFIC SEPARATOR

1'-2.5'

SEPARATOR REMOVED AND REPLACED

*OVERBUILD WHERE REQUIRED TO CORRECT CROSS SLOPE

FRICTION COURSE FC-12.5 (TRAFFIC E) (1-1/2") (PG 76-22)

MILL EXISTING ASPHALT PAVEMENT (1-1/2" AVG. DEPTH)

FRICTION COURSE FC-12.5 (TRAFFIC E) (1-1/2") (PG 76-22)

TYPE SP STRUCTURAL COURSE (TRAFFIC E) (3-1/2")

OPTIONAL BASE GROUP 9 WITH

COLLIER BOULEVARD (C.R. 951)

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5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

951 68056COLLIER 5

COLLIER BLVD. (C.R. 951)

B L

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N O

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W

Y

Feet

0 50

PROJECT LAYOUT

(B

H E

R S

STA. 1453+90.83

COLLIER BLVD.

END CONSTRUCTION

END PROJECT

F U

T U

R E

SHEET NUMBER

PLAN AND PROFILE

LEGEND

STA. 1445+94.14

COLLIER BLVD.

BEGIN PROJECT

STA. 1448+69.04

COLLIER BLVD.

BEGIN CONSTRUCTION

STA. 104+26.33

CITY GATE BLVD N

END CONSTRUCTION

STA. 100+00.00

CITY GATE BLVD N

BEGIN CONSTRUCTION

COLLIER BOULEVARD (C.R. 951)

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5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

Sign

Sign

A

Sign

A

CI

CVR

DENSE WOODS

ESTIMATED

Rocks

Rocks

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

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A B

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D O

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W A

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W A

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W A

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W A

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W A

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W A

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B L

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D S

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IN

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S T

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C O

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ID

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A L

K

C O

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C O

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E W

A L

K

E O

P

E O

P

E O

P

E O

P

E O

P

E O

P

E O

P

6' CONCRETE SIDEWALK

E O

P

EOP

C O

N C

R E

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A L

K

B O

C B

O C

B O

C

B O

C B

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EOP

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EOP

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EOPEOP

EOP

BOC

BOC

BOC

BOC

BOC

BOC

EOP

EOP

EOP

M

IG

N

SIDEWALK

10' ASPHALT

SIDEWALK

10' ASPHALT

GENERAL NOTES

GENERAL NOTES:

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

SUBGRADE.

COMPACTED SUBGRADE AND THE STABILIZED PORTION OR REWORKING OF THE EXISTING

LIMEROCK BASE THAT IS REMOVED MAY BE INCORPORATED IN THE FILL PORTION OF THE

SODDING WILL BE IN WRITING AND SUBMITTED TO THE CEI.

THE CEI. ANY AGREEMENT BETWEEN CONTRACTOR AND PROPERTY OWNER ON ALTERNATIVE

BAHIA SOD IS TO BE USED IN ALL AREAS WHERE SODDING IS SHOWN AND AS DIRECTED BY

UNLESS OTHERWISE APPROPRIATE, SUCH AS MATCHING EXISTING SUBDIVISION SODDING,

TEMPORARY TRAFFIC CONTROL

UTILITY OWNER CONTACTS:

OR CLAIM FOR DELAY FOR DIFFERING SITE CONDITIONS.

CONSTRUCTION. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION

IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO

NONE OF THE EXISTING BASE THAT IS REMOVED IS TO BE USED IN THE CONSTRUCTION OF THE NEW BASE.

EROSION CONTROL MEASURES.

OF THE STANDARD SPECIFICATIONS. THIS ECP SHALL INCLUDE THE IMPLEMENTATION SCHEDULE OF ALL

THE CONTRACTOR SHALL SUBMIT IN WRITING AN EROSION CONTROL PLAN (ECP) AS REQUIRED IN SECTION 104

COST TO BE INCLUDED IN THE PAVEMENT COSTS.

THE CONTRACTOR SHALL SAWCUT MATCH LINES FOR JOINING EXISTING PAVEMENT, STREETS, DRIVEWAYS, ETC.

DURING CONSTRUCTION.

PUBLIC ACCESS TO BUSINESSES, RESIDENCES AND SIDE STREETS MUST BE MAINTAINED AT ALL TIMES

TIMES TO FACILITATE ACCESS BY EMERGENCY VEHICLE TRAFFIC. WORK TO BE PAID FOR BY ITEM NO. 102-1.

RELOCATED DURING CONSTRUCTION AT THE DIRECTION OF THE ENGINEER AND KEPT VISIBLE AT ALL

IF REQUIRED FOR CONSTRUCTION, EXISTING STREET AND ROAD NAME SIGNS ARE TO BE TEMPORARILY

THE CONTRACTOR AT HIS EXPENSE.

SUBSEQUENTLY, AS DETERMINED BY THE ENGINEER, SIGN PANELS SHALL BE REPLACED BY

"TO BE RELOCATED" PRIOR TO COMMENCEMENT OF WORK. IF THE SIGN PANELS ARE DAMAGED

TO THE CEI, A LIST OF ALL SIGNS THAT ARE DAMAGED AND ARE INDICATED AS "TO REMAIN" OR

CAUTION SHALL BE EXERCISED WHEN RELOCATING EXISTING SIGNS. CONTRACTOR TO SUBMIT

25.

24.

23.

22.

21.

20.

19.

18.

AT THE CONTRACTORS EXPENSE. CONTRACTOR SHALL MARK NEW LOCATION OF IRRIGATION LINE.

EXISTING SYSTEM AT R/W LINE IF PROPERTY OWNER DOES NOT MODIFY SYSTEM PRIOR TO CONSTRUCTION

MODIFY EXISTING IRRIGATION SYSTEM WITHIN THE PROPOSED R/W. CONTRACTOR SHALL CAP OFF

CONTRACTOR SHALL GIVE PROPERTY OWNER 28 DAYS WRITTEN NOTICE PRIOR TO CONSTRUCTION TO

CURB CUT RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 522-002.

FACILITIES PROVIDED. DAMAGED SERVICES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

ALL UTILITY SERVICE SHALL BE MAINTAINED DURING THE ENTIRE CONSTRUCTION PERIOD OR TEMPORARY

OWNER PRIOR TO CONSTRUCTION.

ALL WORK AFFECTING EXISTING PRIVATE STRUCTURES OR UTILITIES SHALL BE COORDINATED WITH THE

OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

UTILITIES BEFORE BEGINNING CONSTRUCTION. ANY DAMAGE RESULTING FROM THE CONTRACTOR'S

CONSTRUCTION. THE CONTRACTOR SHALL ACCURATELY LOCATE AND UNCOVER ALL UNDERGROUND

UTILITY OWNERS AND CONFIRM LOCATIONS OF UTILITIES AT LEAST 48 HOURS BEFORE BEGINNING

SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SHALL CONTACT ALL

UTILITIES SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THEIR RESPECTIVE OWNERS AND ARE

DURING CONSTRUCTION.

CONTRACTOR SHALL RESET ALL HORIZONTAL AND VERTICAL CONTROL POINTS OVERLAYED OR DESTROYED

NORTH, THE GRID, AND THE COORDINATES SHOWN HEREON ARE REFERENCED

& CONTRACTOR DURING CONSTRUCTION.

APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE UTILITY OWNER

THE LOCATIONS OF THE EXISTING & PROPOSED UTILITIES SHOWN IN THE PLANS ARE

OWNERS MAY NOT BE A MEMBER, REQUIRING DIRECT CONTACT.

UTILITIES WHICH MIGHT BE AFFECTED AT LEAST 48 HOURS IN ADVANCE. ALL UTILITY

ONE CALL" UNDERGROUND UTILITY NOTIFICATION CENTER AT 1-800-432-4770 AND ANY

BEFORE BEGINNING EXCAVATION IN THE AREA, THE CONTRACTOR SHALL NOTIFY "SUNSHINE

TRANSMISSION LINES AND UNDERGROUND UTILITIES.

THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD

TELEPHONE NO. (239) 338-2929

FORT MYERS, FL 33901

2301 MCGREGOR BLVD.

STEVE NAGLE

C/O SURVEY DEPARTMENT

SOUTH FLORIDA WATER MANAGEMENT DISTRICT

IF WATER MANAGEMENT DISTRICT BENCH MARK RELOCATION IS NECESSARY, THE CEI SHALL NOTIFY:

TELEPHONE NO. (239)-252-5810

TOM ANDERSON

THE CEI SHOULD NOTIFY THE COUNTY SURVEYOR:

MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED,

ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF COUNTY R/W IS TO BE PROTECTED. IF A CORNER

EXISTING DRAINAGE STRUCTURES AND PIPES SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED.

ALL DIMENSIONS, ELEVATIONS & RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

ALL ELEVATIONS SHOWN ARE BASED ON NGVD 1929. DATUM CONVERSION: NGVD29 = 1.25 FT + NAVD88.

OWNER CONTACT PERSON CONTACT PHONE

TECO PEOPLES GAS - FT MYERS

SUMMIT BROADBAND INC.

HOTWIRE COMMUNICATIONS

FLORIDA POWER & LIGHT - DISTRIBUTION

FLORIDA POWER & LIGHT - TRANSMISSION

CROWN CASTLE FIBER

COMCAST

COLLIER COUNTY TRAFFIC OPERATIONS (CCTO)

COLLIER COUNTY ROAD MAINTENANCE

COLLIER COUNTY PUBLIC UTILITIES (WATER)

COLLIER COUNTY PUBLIC UTILITIES (SEWER)

COLLIER COUNTY INFORMATION TECHNOLOGY (CCIT)

COLLIER COUNTY BCC ROAD MAINTENANCE (IRRIGATION)

CITY OF NAPLES- WATER

CENTURY LINK NAPLES

JOAN DOMNING

MIKE REBER

WALTER DAVILA

MICHAEL MARTINEZ

CRAIG LEDBETTER

FIBERDIG TEAM

LEONARD MAXWELL-NEWBOLD

PAM WILSON

CHISTOPHER COVERT

ANTHONY STOLTS

ANTHONY STOLTS

MARK GILLIS

PAMELA LULICH

ALICIA ACEVEDO

BILL MCCLOUD

(813) 275-3783

(239) 325-4105 x261

(239) 353-6047

(386) 586-6403

(561) 803-7942

(888) 632-0931 x2

(754) 221-1254

(239) 252-8260

(239) 252-5820

(239) 252-5835

(239) 252-5835

(239) 252-6134

(239) 252-6291

(239) 213-4712

(850) 599-1444

2. CONTRACTOR TO SUBMIT SIGN AND SEALED TRAFFIC CONTROL PLANS FOR CEI REVIEW AND APPROVAL

1. ALL WORK MUST BE IN ACCORDANCE TO CURRENT FDOT STANDARD PLANS SECTION 102.

COLLIER BOULEVARD (C.R. 951)

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5811 PELICAN BAY BLVD., SUITE 305

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

951 68056COLLIER 7

EXIST. R/W

COLLIER BLVD (CR-951)

.1

(TO REMAIN)

EXIST. SEPARATOR

(TO REMAIN)

EXIST. CURB & GUTTER

STA. 1445+94.14

BEGIN PROJECT

PROPOSED R/W

C O

B

IK

E

W

B L

R B

L

R

B L

R B

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6' CONCRETE SIDEWALK

EOP

S P

K D

S P

K

L Y

EOP

EOP

EOP

EOP

BOC

BOC

BOC

BOC

EOP

EOP

SIDEWALK

10' ASPHALT

1446 1447 14481445

COLLIER BOULEVARD (C.R. 951)

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5811 PELICAN BAY BLVD., SUITE 305

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

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M A

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COLLIER BLVD.

PLAN SHEET (1)

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5811 PELICAN BAY BLVD., SUITE 305

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

COLLIER BLVD (CR-951)

C A

N A

L

G O

L D

T E

EXIST. R/W

127.97' RT

+78.56

¡ CONST. COLLIER BLVD

BRIDGE

EXIST.

SECTION LINE

SECTION LINE

(TYPE IV - OPTION II)

2' CONC SEPARATOR

EXIST. R/W

(TO BE REMOVED)

CONC. SEPARATOR

(TO BE REMOVED)

CONC. SEPARATOR

°4 '5

3.5 'R

24.82' LT

+69.35

17.79' LT

+69.04

5.40' RT

+48.081' R

3.40' RT

+48.12

+03.65, 3.59' RT

MATCH EXIST. SEPARATOR

+90.83, 11.89' RT

MATCH EXIST. SEPARATOR

(TYPE IV - OPTION II)

VARIABLE WIDTH CONC SEPARATOR

7.79' RT

+79.53

(TO REMAIN)

EXIST. CURB & GUTTER

(TO REMAIN)

EXIST. GUARDRAIL

(TO REMAIN)

SEPARATOR

EXIST. CONC.

CITY GATE BLVD. N.

STA. 100+00.00

COLLIER BLVD.=

STA. 1449+65.86

STA. 1453+90.83

END CONSTRUCTION

END PROJECT

CR A

CR A

70.63' LT

+37.86

49.45' RT

+32.13

STA. 1448+69.04

BEGIN CONSTRUCTION

(LANE LINE)

LIMITS OF MILLING

(LANE LINE)

LIMITS OF MILLING

(LANE LINE)

LIMITS OF MILLING

PROPOSED RAMP

SIDEWALK BEHIND

REINSTALL CONCRETE

OF RAMP

SIDEWALK NORTH

REMOVE EXIST.

PROPOSED R/W

EXIST. R/W

EASEMENT

(CONSTRUCTED BY OTHERS)

FUTURE NOAH'S WAY

Sign

Sign

Sign

A

DENSE WOODS

ESTIMATED

Rocks

Rocks

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

H

H

H

H

F N

R

RR

D O

C K

D O

C K

D O

C K

D O

C K

S

IP

C

S

IP

C

W

W

W

W

S L

W W

D S

T O

N H

O L E

.9

W

W

H

. H

A B

A N

D O

N E

D

G

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

C O

STOP

W

W

S

IP

C

S

IP

C

EOP

EOP

EOP

EOP

BOC

BOC

EOP

SIDEWALK

10' ASPHALT

1449 1450 1451 1452 1453 1454 14551

N

Feet

0 10

M A

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L I N

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COLLIER BLVD.

PLAN SHEET (2)

B L

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T E

MATCH LINE STA. 100+60.00

LIMITS OF WIDENING

LEGEND

DETECTABLE WARNING SURFACE

RESURFACING WITH OVERBUILD

LIMITS OF MILLING AND

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

S T

A

.0

B

E G I N

C

O N

S T

R U

C T I O

N

W WW

W

SPKD

FN&D MSM BM NGVD29

CO

S T

O P

II

.9

.2

.2

.9

W

S

SANITARY MANHOLE

RIM EL.=13.54'

D

STORM MANHOLE

RIM EL.=13.27'

BOTTOM=3.7'

D

STORM MANHOLE

RIM EL.=13.54'

INVERT=4.8'

STOP

6' CONCRETE SIDEWALK

5' CONCRETE SIDEWALK

6' CONCRETE SIDEWALK

EOP

EOP

EOP

EOP

EOP

EOP

EOP

C O

N C

R E

E W

A L

K

EOP

5' CONCRETE SIDEWALK

BOC

BOC

BOC

BOC BOC

BOC

BOC

EOP

EOP

SPKD

MON SIGN

101 102 103 104

EXIST. R/W

¡ CONST. CITY GATE BLVD. N.

CITY GATE BLVD. N.

N

Feet

0 10

CITY GATE BLVD. N.

PLAN SHEET (3)

(TO REMAIN)

& GUTTER

EXIST. CURB

(TO REMAIN)

EXIST. SIGN

.2 'R

(TO BE REMOVED)

EXIST. CONC. SEPARATOR

STA. 104+26.33

CITY GATE BLVD N

END CONSTRUCTION

STA. 100+68.55

CITY GATE BLVD N

BEGIN CONSTRUCTION

(TO REMAIN)

EXIST. CONC. SEPARATOR

TYPE F C&G

(TYPE IV - OPTION II)

2' CONC SEPERATOR

EXIST. C&G TO BE REMOVED

4.89' (LT)

+00.00

10.09' (RT)

+85.04

EXIST. R/W

(TO REMAIN)

EXIST. SIDEWALK & RAMP

(TO REMAIN)

EXIST. SIDEWALK & RAMP

M A

T C

H

L I N

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S

T A

.0

7.64' (RT)

+33.92

9.51' (RT)

+34.00

7.77' (RT)

+22.46

9.69' (RT)

+82.72

3.19' (RT)

+99.57

11.55' (LT)

+24.01

13.94' (LT)

+23.32

7.62' (RT)

+85.03

AND CURB & GUTTER

REMOVE EXIST. CURB RAMP

+08.98, 44.00' LT

BEGIN TYPE F CURB & GUTTER

BEGIN 6' CONC. SIDEWALK

AND SOD REMOVED RAMP AREA

AND CURB & GUTTER, GRADE

REMOVE EXIST. CURB RAMP

+15.75, 35.65' RT

CURB & GUTTER

BEGIN TYPE F

+21.65, 35.90' RT

CURB & GUTTER

END TYPE F

EXISTING

MATCH

REFER TO DETAIL

INSTALL IRRIGATION SLEEVE

STA 103+28.26, 41.70 (RT)

'R

+26.75, 44.00' LT

END TYPE F CURB & GUTTER

END 6' CONC. SIDEWALK

9.60' (RT)

+22.46

+13.04, 44.07 (RT)

BEGIN 5' CONC SIDEWALK

49.92' (RT)

+16.06

54.94' (RT)

+16.18 55.21' (RT)

+21.24

+26.19, 44.08 (RT)

END 5' CONC SIDEWALK

50.19' (RT)

+21.12

PAVERS

LIMITS OF WIDENING

LEGEND

DETECTABLE WARNING SURFACE

RESURFACING WITH OVERBUILD

LIMITS OF MILLING AND

ARCHITECTURAL PAVERS

NTS

BRICK PAVER PAVEMENT DETAIL

ROADWAY DETAILS (1)

NTS

PVC EDGE RESTRAINT TROWELLED CONCRETESUBMERGED CONCRETE CURB STEEL EDGE RESTRAINT

6" AGGREGATE BAE

1" SAND SETTING BED

FILLED JOINTS

TIGHT COMPACTED SAND

UNIT PAVER - KREHLING OR EQUAL

CURB + 1/8"

MATCH TOP OF

TYPE "F" CURB

2% SLOPE 2% SLOPE

BASE MATERIAL

SAND

PAVERS

PVC EDGE

SAND

BASE MATERIAL

PAVERS

SAND

BASE MATERIAL

PAVERS

SAND

BASE MATERIAL

PAVERS

EDGE

STEEL

EDGE

CONCRETE

TROWELLEDCURB

CONCRETE

POURED

BRICK PAVER PLACEMENT OPTIONS DETAIL

DRAINS AWAY FROM ANY UNRESTRAINED EDGE.

8. SURFACE DRAINAGE: GRADIENTS AND CROSSFALLS SHALL HAVE A MINIMUM VALUE OF 2% (1/4" PER FOOT) AND SHALL BE CHANNELED TO APPROPRIATE

RESTRAINTS PRIOR TO INSTALLATION OF PAVERS. SEE DETAIL.

INSTALLED VERTICALLY DOWN TO THE GRANULAR BASE. ALL EDGE RESTRAINTS SPECIFIED SHALL BE SUPPORTED ON A COMPACTED BASE. INSTALL EDGE

7. EDGE RESTRAINTS:ADEQUATE EDGE RESTRAINT SHALL BE PROVIDED; CURB AND GUTTER, EDGE STRIPS OR ESTABLISHED PAVING UNITS, SHALL BE

PLUS 4" MINIMUM WHEREVER EDGE RESTRAINTS ARE TO BE CONSTRUCTED WITH THE PAVEMENT. THE 6" BASE SHALL BE COMPACTED TO 98% COMPACTION.

THE GRANULAR BASE THICKNESS SHALL BE SIX INCHES (6"). THE BASE SHALL EXTEND THE FULL WIDTH OF THE PAVEMENT AND EDGE RESTRAINTS

6. GRANULAR BASE THICKNESS: FOR ROADWAY APPLICATIONS WITH WELL-DRAINED CONSOLIDATED SUBGRADE OR POORLY DRAINED UNCONSOLIDATED SUBGRADE

OR HIS REPRESENTATIVE.

COMPACTED INTO THE SURFACE. FURTHER CONSTRUCTION WILL NOT PROCEED UNTIL THE BASE HAS BEEN INSPECTED AND APPROVED BY THE OWNER

SEGREGATED AREAS OF THE GRANULAR BASE SHALL BE "BLINDED" BY THE APPLICATION OF CRUSHED FINES THAT HAVE BEEN WATERED AND

COMPACTED TO PREVENT INFILTRATION OF THE BEDDING SAND INTO THE BASE BOTH DURING CONSTRUCTION AND THROUGHOUT ITS SERVICE LIFE.

WITHIN AN ALLOWABLE LOCAL TOLERANCE OF 1#2" WITHIN 10 FEET. THE UPPER SURFACE OF THE BASE SHALL BE SUFFICIENTLY WELL GRADED AND

PROTECTOR MAXIMUM DRY DENSITY). BASE SHALL BE SPREAD IN LAYERS WHICH, WHEN COMPACTED, WILL NOT EXCEED 4". PROFILE OF BASE TO BE

INDICATED. COMPACTED BASE SHALL BE 100% OF MAXIMUM DENSITY ACHIEVED IN ACCORDANCE WITH ASTM SPECIFICATION D.698 (100% STANDARD

5. VERIFICATION OF GRANULAR BASE: PLACE GRADED AGGREGATE FOR BASE OVER COMPACTED SUBGRADE. PROVIDE COMPACTED THICKNESS OF BASE AS

B. REMOVE DEBRIS AND EXCESS MATERIALS FROM PROJECT SITE DAILY.

SET BRICK PATTERNS WITH UNIFORM JOINT WIDTHS AS INDICATED. A. IMMEDIATELY CLEAN UP SAND ON PAVED AND FINISHED SURFACE AREAS.

REQUIRED, USE THE LARGEST SIZE BRICK UNITS POSSIBLE AND AVOID THE USE OF SMALL PIECES OF BRICK OR LARGE MORTAR OR GAPPED AREAS.

PROVIDE PATTERN SHOWN AND TO FIT ADJOINING WORK NEATLY. USE FULL UNITS WITHOUT CUTTING WHEREVER POSSIBLE. WHERE CUTTING IS

4. CUT BRICK WITH MOTOR-DRIVEN SAW EQUIPMENT DESIGNED TO CUT MASONRY WITH CLEAN, SHARP UNCHIPPED EDGES. CUT UNITS AS REQUIRED TO

3. DO NOT USE BRICK WITH CHIPS, VOIDS, DISCOLORATIONS, OR OTHER DEFECTS, WHICH MIGHT BE VISIBLE OR CAUSE STAINING IN THE FINISH WORK.

(TYPICAL) FOR PORTIONS OF 951 OUTSIDE THE LIMITS OF THE GOLDEN GATE MSTU.

HERRINGBONE PATTERN @45 DEGREE ANGLE - FIELD COLOR: #0193: RED/BUFF/CHARCOAL. BORDER: SOLDIER COURSE: #0193 KLASSIC PAVER, #0193

2. PAVER COLOR TO BE APPROVED BY LANDSCAPE OPERATIONS/TRANSPORTATION OPERATIONS DEPARTMENT. BORDER BRICK: KREHLING KLASSIC PAVER,

1. BRICK PAVER SIZE: 3‡"X 7‡" X 2…".

PAVER NOTES:

COLLIER BOULEVARD (C.R. 951)

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

951 68056COLLIER 11

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5811 PELICAN BAY BLVD., SUITE 305

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

Sign

Sign

A

S

IP

C

S

IP

C

W

W

W

W

S L

W W

D S

T O

N H

O L E

.9

W

W

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A B

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D O

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W A

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W A

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W A

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C O

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W

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6' CONCRETE SIDEWALK

EOP

S

IP

C

S

IP

C

EOP

EOP

EOP

BOC

BOC

EOP

SIDEWALK

10' ASPHALT

1449 1450 1451 1452 1453 14541

EL. 15.99 (Exist)

+69.35, 24.82' LT

EL. 16.19 (Prop)

+85.33, 24.37' LT

EL. 16.45 (Exist)

+69.04, 17.79' LT

EL 16.20 (Exist)

+68.74, 3.85' RT

EL. 16.39 (Prop)

+84.86, 17.64' LT

EL. 16.20 (Exist)

+84.86, 4.18' RT

EL 16.09 (Exist)

+97.67, 25.50' LT

EL. 15.27 (Exist)

+90.83, 11.89' RT

EL. 15.32 (Exist)

+79.62, 9.79' RT

EL. 15.90 (Prop)

+79.62, 7.77' RT

EL. 16.25 (Prop)

+31.03, 1.31' RT

EL. 15.90 (Exist)

+00.00, 19.41' LT

EL. 15.81 (Exist)

+50.00, 17.90' LT

EL. 15.69 (Exist)

+00.00, 16.20' LT

EL. 16.10 (Prop)

+50.00, 5.32' RT

EL. 15.72 (Exist)

+50.00, 5.32' RT

N O

A

'S

W

Y

(B

H E

R S

COLLIER BLVD.

£ CONST. COLLIER BLVD.

EL 16.11 (Exist)

+31.03, 24.49' LT

EL. 16.24 (Prop)

+97.67, 1.14' RT

EL. 16.18 (Exist)

+31.03, 3.31' RT

EL. 16.20 (Exist)

+97.52, 3.17' RT

EL. 16.16 (Exist)

+60.23, 3.43' RT

EL. 16.10 (Exist)

+93.00, 4.96' RT

EL. 16.32 (Prop)

+93.00, 14.53' LT

EL 15.80 (Exist)

+00.00, 6.39' RT

EL 16.28 (Prop)

+60.23, 3.75' LT

EL. 16.14 (Exist)

+60.23, 23.61' LT

EL. 16.28 (Prop)

+94.49, 20.13' LT

EL. 16.14 (Prop)

+00.00, 4.38' RT

EL. 15.56 (Exist)

+50.00, 14.23' LT

EL. 15.48 (Exist)

+79.62, 14.01' LT

EL 15.80 (Exist)

+03.65, 3.59' RT

EL 15.43 (Exist)

+03.65, 13.29' LT

EL. 15.28 (Exist)

+71.90, 9.77' LT

W WW

W

EL. 15.98 (Prop)

+48.10, 3.40' RT

EL 15.96 (Exist)

+48.10, 5.40' RT

EL. 16.03 (Exist)

+27.24, 4.52' RT

EL. 16.05 (Prop)

+27.24, 2.25' RT

EL. 16.18 (Prop)

+27.24, 17.18' LT

EL. 16.20 (Prop)

+27.24, 19.23' LT

EL. 16.09 (Prop)

+48.35, 18.66' LT

EL. 16.08 (Prop)

+48.35, 16.62' LT

EL. 15.63 (Exist)

+00.00, 8.28' RT

EL. 16.06 (Prop)

+00.00, 6.28' RT

EL. 15.90 (Prop)

+50.00, 7.23' RT

EL 15.57 (Exist)

+50.00, 9.23' RT

GRADING PLAN

SPECIAL DETAIL (1)

MATCH LINE STA. 100+60.00

B L

C I

T E

N

Feet

0 10

LIMITS OF WIDENING

LEGEND

DETECTABLE WARNING SURFACE

RESURFACING WITH OVERBUILD

LIMITS OF MILLING AND

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5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

951 68056COLLIER

T A

.0

B

E G I N

C

O N

S T

R U

C T I O

N

W WW

W

SPKD

FN&D MSM BM NGVD29

BLDG CORBLDG COR

BLDG CORBLDG COR

CO

S T

O P

II

.9

.2

.2

.9

W

S

SANITARY MANHOLE

RIM EL.=13.54'

D

STORM MANHOLE

RIM EL.=13.27'

BOTTOM=3.7'

D

STORM MANHOLE

RIM EL.=13.54'

INVERT=4.8'

STOP

6' CONCRETE SIDEWALK

5' CONCRETE SIDEWALK

6' CONCRETE SIDEWALK

EOP

EOP

EOP

EOP

EOP

EOP

EOP

C O

N C

R E

E W

A L

K

EOP

5' CONCRETE SIDEWALK

BOC

BOC

BOC

BOC BOC

BOC

BOC

EOP

EOP

SPKD

MON SIGN

101 102 103 104

CITY GATE BLVD. N.

4.89' (LT)

+00.00

M A

T C

H

L I N

E

S

T A

.0

GRADING PLAN

SPECIAL DETAIL (2)

EXIST. R/W

(TO BE REMOVED)

EXIST. CONC. SEPARATOR

.2 'R

¡ CONST. CITY GATE BLVD. N.

(TYPE IV - OPTION II)

2' CONC SEPERATOR

TYPE F C&G

MATCH EXISTING

(TO REMAIN)

EXIST. CONC. SEPARATOR

STA. 100+68.55

CITY GATE BLVD N

BEGIN CONSTRUCTION

(TO REMAIN)

& GUTTER

EXIST. CURB

EXIST. R/W

EL. 14.70 (Exist.)

+85.03, 7.62' RT

EL. 14.67 (Exist)

+85.04, 10.09' RT

EL. 13.14 (Exist.)

+34.00, 9.51' RT

EL. 13.60 (Exist.)

+33.92, 7.64' RT

EL. 13.30 (Exist.)

+22.46, 11.10' RT

.5 R

EL. 13.63 (Exist.)

+82.72, 11.19' RT

'R

EL. 13.76 (Exist.)

+00.58, 4.30' RT

EL. 13.62 (Exist.)

+24.52, 10.14' LT

2.75'R

EL 13.57 (Exist.)

+23.00, 15.41' LT

EL 13.78

+22.15, 6.31' RT

EL 13.36 (Exist.)

+22.15, 14.67' LT

TYPE F C&G

EL. 12.85 (Exist.)

+15.75, 35.65' RT

EL. 12.85 (Exist.)

+21.65, 35.90' RT

EL. 12.89 (Exist.)

+08.98, 42.00' LT

TYPE F C&G

EL. 12.98 (Exist.)

+26.75, 42.00' LT

N

Feet

0 10

STA. 104+26.33

CITY GATE BLVD N

END CONSTRUCTION

L E

G E

N D

LIMITS OF WIDENING

LEGEND

DETECTABLE WARNING SURFACE

RESURFACING WITH OVERBUILD

LIMITS OF MILLING AND

ARCHITECTURAL PAVERS

B

IK

E

W

B L

R B

L

R

B L

R B

L

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6' CONCRETE SIDEWALK

EOP

L Y

EOP

EOP

EOP

EOP

BOC

BOC

BOC

BOC

EOP

EOP

SIDEWALK

10' ASPHALT

1446 1447 14481445

EXIST. R/W

COLLIER BLVD (CR-951)

PROPOSED R/W

FPL DISTRIBUTION

OE 23KV/TO REMAIN

COMCAST

OH CATV/TO REMAIN

CROWN CASTLE/BY OTHERS

FOC 432CT/TO BE REMOVED

CROWN CASTLE/BY OTHERS

FOC 432CT/PROPOSED

COLLIER COUNTY

30" DIP RAW WM/TO REMAIN

COLLIER COUNTY

36" PVC WM/TO REMAIN

SUMMIT BROADBAND

FOC 144CT/TO REMAIN

STA. 1445+94.14

BEGIN PROJECT

C O

W

COLLIER BOULEVARD (C.R. 951)

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5811 PELICAN BAY BLVD., SUITE 305

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

Feet

0 10

N

M A

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H

L I N

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.0

COLLIER BLVD.

UTILITY ADJUSTMENTS (1)

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

Sign

Sign

Sign

A

DENSE WOODS

ESTIMATED

Rocks

Rocks

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

H

H

H

H

. R

RR

D O

C K

D O

C K

D O

C K

D O

C K

W

W

W

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S L

W W

D S

T O

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O L E

.9

W

W

H

. H

A B

A N

D O

N E

D

G

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

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C O

STOP

W

W

EOP

EOP

EOP

EOP

BOC

BOC

EOP

SIDEWALK

10' ASPHALT

1449 1450 1451 1452 1453 1454 14551

BY OTHERS)

(CONSTRUCTED

NOAH'S WAY

B L

C I

T E

COLLIER BLVD (CR-951)

¡ CONST. COLLIER BLVD

EXIST. R/W

EXIST. R/W

SECTION LINE

SECTION LINE

STA. 1448+69.04

BEGIN CONSTRUCTION

EASEMENT

PROPOSED R/W

EXIST. R/W

STA. 1453+90.83

END CONSTRUCTION

END PROJECT

CITY GATE BLVD. N.

STA. 100+00.00

COLLIER BLVD.=

STA. 1449+65.86

SUMMIT

FOC 144CT/TO REMAIN

FPL

OE 23KV/TO REMAIN

SUMMIT

FOC 288CT/TO REMAIN

FPL

BE 23KV/TO REMAIN

COMCAST

OH CATV/TO REMAIN

CROWN CASTLE/BY OTHERS

FOC 432CT/TO BE REMOVED

CROWN CASTLE/BY OTHERS

FOC 432CT/PROPOSED

COLLIER COUNTY

36"' DIP RAW WM/TO REMAIN

COLLIER COUNTY

36" PVC WM/TO REMAIN

COLLIER COUNTY

36" HDPE WM/TO REMAIN

TECO PEOPLES GAS

4" PE GAS/TO REMAIN

SUMMIT BROADBAND

VAULT/HH/TO REMAIN

SUMMIT BROADBAND

FOC 288CT/TO REMAIN

R

RR

G

C O

W

W W

W

W

W

W

W

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N

Feet

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M A

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.0

COLLIER BLVD.

UTILITY ADJUSTMENTS (2)

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5811 PELICAN BAY BLVD., SUITE 305

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

CO

S T

O P

II

W

S

SANITARY MANHOLE

RIM EL.=13.54'

D

STORM MANHOLE

RIM EL.=13.27'

BOTTOM=3.7'

D

STORM MANHOLE

RIM EL.=13.54'

INVERT=4.8'

STOP

6' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK

6' CONCRETE SIDEWALK

EOP

EOP

EOP

EOP

EOP

EOP

EOP

C O

N C

R E

E W

A L

K

EOP

E O

P

5' CONCRETE SIDEWALK

BOC BOC

BOC

BOC

BOC

BOC

BOC

EOP

EOP

E O

P

E O

P E

O P

E O

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B O

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B O

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MON SIGN

S

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A

100 101 102 103 104

S U

M M I T

B

R O

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B A

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F O

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C T T

O

R

E M

A I N

CO

S

W

II

NOAH'S WAY

(CONSTRUCTED BY OTHERS)

BLVD.

COLLIER

¡ CONST.

°4 '5

EXIST. R/W

¡ CONST. CITY GATE BLVD. N.CITY GATE BLVD. N.

EXIST. R/W

N

Feet

0 10

CITY GATE BLVD. N.

UTILITY ADJUSTMENTS (3)

COLLIER COUNTY

36" PVC WM/TO REMAIN

COLLIER COUNTY

30" DIP RAW WM/TO REMAIN

FPL

BE 23CT/TO REMAIN

C O

L L I E

R

B

L V

D (C

R

CITY GATE BLVD. N.

STA. 100+00.00

COLLIER BLVD.=

STA. 1449+65.86

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5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

SUMMARY OF QUANTITIES (1)

SUMMARY OF LUMP SUM ITEMS

NO.

PAY ITEM

PAY ITEM DESCRIPTION

QUANTITY

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F

101-1 MOBILIZATION 1

101-1-1 PROVIDE/MAINTAIN "AS BUILT" PLANS 1

101-1-2 PROVIDE CONSTRUCTION SURVEYING AND LAYOUT 1

101-1-3 PRESERVATION OF SURVEY MONUMENTS 1

102-1 MAINTENANCE OF TRAFFIC 1

SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES

LOCATION

SIDE

ID

AREA

BARRIER

SEDIMENT

SYSTEM

PROTECTION

INLET

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA.

0104 10 3 0104 18

LF EA

P F P F

1448+40.00 to 1449+08.26 RT 70.8

1448+40.00 to 1449+16.07 LT 79.4

1450+06.99 to 1451+04.06 LT 101.5

1450+15.80 to 1450+93.96 RT 91.4

100+82.06 to 104+41.94 LT 372.0 CITY GATE N

102+88.93 to 103+41.02 RT 54.8 CITY GATE N

1448+70.49 to 1448+92.37 LT 1

1450+70.52 to 1450+88.38 LT 1

1452+34.52 to 1452+55.90 LT 1

1453+14.68 to 1453+26.60 RT 1

1453+59.42 to 1453+74.70 LT 1

101+09.10 to 101+16.65 RT 1 CITY GATE N

101+09.24 to 101+16.79 LT 1 CITY GATE N

102+03.76 to 102+11.86 RT 1 CITY GATE N

102+05.48 to 102+11.52 LT 1 CITY GATE N

SUB-TOTAL: 770 9

TOTAL: 770 9

SQ-1

8/1/2024 3:24:08 PM c:\pw_workdir\den003\ch2mhill_nd062801\d1647428\SUMQRD01.dgnNick.DeCiccio@jacobs.com

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

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DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

SUMMARY OF QUANTITIES (2)

SUMMARY OF EARTHWORK

NO.

PAY ITEM

PAY ITEM DESCRIPTION

CY

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F

120-1 REGULAR EXCAVATION

COLLIER 9.0

CITY GATE N 5.0

TOTAL REGULAR EXCAVATION 14.0

120-6 EMBANKMENT

COLLIER 2.0

CITY GATE N 3.0

TOTAL EMBANKMENT 5.0

SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS

NO.

PAY ITEM

PAY ITEM DESCRIPTION

LOCATION

SIDE

ID

AREA

UNITS (IF LUMP SUM)

SECONDARY UNITS

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA. AREA (AC) P F P F

0110 1 1 CLEARING AND GRUBBING 1448+69.04 to 1448+85.33 LT LS 0.003 1 0.109 TOTAL

1448+97.52 to 1450+48.35 LT/RT 0.011

1450+28.92 to 1450+47.40 LT 0.007

1450+26.95 to 1453+90.83 RT 0.034

100+69.52 to 100+81.24 RT 0.001

102+34.22 to 103+15.29 LT/RT 0.020

103+21.43 to 103+68.91 LT/RT 0.023

103+79.86 to 104+24.40 LT/RT 0.010

0110 4 10 REMOVAL OF EXISTING CONCRETE 1448+69.04 to 1448+88.12 LT SY 13.9 266 TRAFFIC SEPARATOR

1448+96.39 to 1450+49.18 LT/RT 35.3 TRAFFIC SEPARATOR

1450+23.65 to 1450+42.01 RT 4.1 CURB AND GUTTER

1450+28.87 to 1450+46.89 LT 3.7 CURB AND GUTTER

1450+24.89 to 1450+43.79 RT 17.0 SIDEWALK

1450+26.00 to 1453+03.68 RT 71.2 TRAFFIC SEPARATOR

100+68.55 to 100+81.24 RT 3.4 TRAFFIC SEPARATOR

102+33.86 to 103+71.00 LT/RT 56.8 CURB AND GUTTER

103+08.98 to 103+26.75 LT 11.8 SIDEWALK

103+08.98 to 103+26.75 LT 4.1 CURB AND GUTTER

103+13.81 to 103+23.56 LT/RT 15.4 SIDEWALK

103+15.75 to 103+21.70 RT 0.8 CURB AND GUTTER

103+15.75 to 103+21.70 RT 4.0 SIDEWALK

103+77.08 to 104+27.03 LT/RT 24.3 CURB AND GUTTER

SQ-2

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5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

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ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

SUMMARY OF QUANTITIES (3)

SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS

NO.

PAY ITEM

PAY ITEM DESCRIPTION

LOCATION

SIDE

ID

AREA

UNIT

QUANTITY

TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA.

LENGTH

GROSS DEDUCTIONS NET LENGTH

TYPE LENGTH P F P F

0520 1 10 CONCRETE CURB & GUTTER, TYPE F 1450+24.88 to 1450+42.04 RT 13093 LF 19.4 19.4 276

1450+28.92 to 1450+46.91 LT 13092 18.0 18.0

103+22.46 to 104+24.01 LT/RT 13813 214.4 215.0

103+08.98 to 103+26.75 LT 13814 17.8 18.0

103+15.75 to 103+21.65 RT 13815 5.9 6.0

0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL - 1448+69.04 to 1448+69.35 LT 9849 SY 2.2 2.2 104

VARIABLE WIDTH 1450+48.08 to 1453+90.83 RT 9857 83.5 83.5

100+80.00 to 100+81.24 RT 9854 0.3 0.3

102+33.92 to 103+22.46 RT 13816 18.0 18.00

SUMMARY OF PAVEMENT

NO.

PAY ITEM

PAY ITEM DESCRIPTION

LOCATION

SIDE

ID

AREA

L E

N G

T H

W I

D T

H

UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA. DESCRIPTION

P F P F

0160 4 TYPE B STABILIZATION 1448+69.04 to 1448+88.12 LT 6067 SY 13.9 588

1448+96.39 to 1450+49.18 LT/RT 6075 55.6

1450+23.65 to 1450+42.14 RT 12859 5.3

1450+28.87 to 1450+46.94 LT 12854 4.7

1450+26.00 to 1453+03.68 RT 6149 163.7

100+68.55 to 100+81.24 RT 6061 4.5

102+33.86 to 104+26.97 LT/RT 13759 334.0

103+08.98 to 103+26.75 LT 14470 4.7

103+15.75 to 103+21.70 RT 14420 1.1

285 709 OPTIONAL BASE, BASE GROUP 09 1448+69.04 to 1448+85.33 LT 6542 SY 13.9 501

1448+97.52 to 1450+48.35 LT/RT 6550 55.6

1450+26.95 to 1453+90.83 RT 6564 163.7

100+69.52 to 100+81.24 RT 6536 4.5

102+33.88 to 104+23.31 LT/RT 13794 263.4

0327 70 6 MILLING EXIST ASPH PAVT, 1.5" AVG DEPTH 1448+68.72 to 1453+71.50 LT/RT 12864 SY 1189.2 2955

100+40.88 to 104+23.19 LT/RT 12872 1766.0

0334 1 13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E 1448+69.04 to 1448+85.33 LT 8546 TN 2.68 82

1448+97.52 to 1450+48.35 LT/RT 8532 10.71

1450+26.95 to 1453+03.68 RT 8507 16.96

100+69.52 to 100+81.24 RT 8526 0.84

102+33.88 to 104+23.31 LT/RT 13797 50.70

0334 7 83 ASPHALT CONCRETE FRICTION COURSE, TRAFFIC E, 1448+68.72 to 1453+91.42 LT/RT 13068 TN 93.52 260

FC-12.5, PG 76-22 100+40.88 to 104+23.19 LT/RT 12902 165.93

0526 1 1 PAVERS, ARCHITECTURAL, ROADWAY 103+22.46 to 104+24.30 LT/RT 15726 SY 88.60 89

SQ-3

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5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FLORIDA 34108

NO.

SHEET

ROAD NO. COUNTY

DESCRIPTIONBYDATE

REVISIONS

DATE BY DESCRIPTION

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TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

COUNTY PROJECT NO.

951 68056COLLIER

SUMMARY OF QUANTITIES (4)

SUMMARY OF SIDEWALK & DETECTABLE WARNINGS

LOCATION

SIDE

ID

AREA

L E

N G

T H

W I

D T

H 6"

CONC SIDEWALK

WARNINGS

DETECTABLE

NOTES

DESIGN

REMARKS

CONSTRUCTION

0522 2 0527 2

STA. TO STA.

SY SF

P F P F

1450+21.26 to 1450+43.76 RT 13139 23.2

1450+28.94 to 1450+47.08 LT 13185 12.3

103+08.98 to 103+26.75 LT 14275 11.8

103+13.04 to 103+26.19 RT 15118 11.5

1450+34.93 to 1450+40.99 RT 13259 12

1450+30.21 to 1450+36.40 LT 13265 12

SUB-TOTAL: 58.8 24

TOTAL: 59 24

SUMMARY OF PERFORMANCE TURF

LOCATION

SIDE

ID

AREA

L E

N G

T H

W I

D T

H

PERFORMANCE

TURF (SOD) DESIGN CONSTRUCTION

0570 1 2 NOTES REMARKS

STA. TO STA.

SY

P F

1450+28.94 to 145032.41 LT 13310 0.90

1450+29.68 to 14504+44.52 RT 13315 6.80

1450+43.93 to 1450+47.08 LT 13306 0.80

1453+03.66 to 1453+91.27 RT 11141 26.50

103+09.11 to 103+26.61 LT 14333 5.20

103+15.75 to 103+21.65 RT 14287 4.10

SUB-TOTAL: 44.3

TOTAL: 44

SQ-4