24-8265_Exhibit_M-4_-_Signing_&_Pavement_Marking_Plans_S&S.pdf

K:\NAP_Roadway\148075005_16th Street NE\148075005\signing\KEYSSP01.dgnaustin.decker 4/22/2025 1:27:14 PM Default

CONTRACT PLANS

SIGNING AND PAVEMENT MARKING PLANS

NO.

SHEET

YEAR

FISCAL

SHEET DESCRIPTIONSHEET NO.

PAVEMENT MARKING PLANS

INDEX OF SIGNING AND

ENGINEER OF RECORD:

PAVEMENT MARKING PLANS

SIGNING AND

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

PROJECT LOCATION

https://goo.gl/maps/WBENmgADP3fsCYMN9

PROJECT MANAGER:

COLLIER COUNTY

DENNIS F. MCCOY, P.E.

STATE OF

No 59674

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

O

CI

RA .J DRAH

CI

R

S-1

FINANCIAL PROJECT ID 451283-1-58-01

(FEDERAL FUNDS)

COLLIER COUNTY (03000302)

FROM GOLDEN GATE BLVD EAST TO RANDALL BOULEVARD

COLLIER COUNTY PROJECT NO. 60212.1

16TH STREET NE

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

GOVERNING STANDARD PLANS:

Component

Standard Plans for Bridge Construction are included in the Structure Plans

APPLICABLE IRs:

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

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

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and

TRANSPORTATION MANAGEMENT

SERVICES DEPARTMENT

COLLIER COUNTY

S-11

S-4 - S-10

S-3

S-2

S-1

GUIDE SIGN WORKSHEET

SIGNING AND PAVEMENT MARKING PLANS

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

(239) 271-2650

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. NO.: 59674

RICHARD J. ARICO, P.E.

IN ACCORDING WITH RULE 61G15-23.004, F.A.C.

RESPONSIBLE FOR THE FOLLOWING SHEETS

THE ABOVE NAMED PROFESSIONAL IS

ON ANY ELECTRONIC COPIES.

THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED AND

PRINTED COPIES OF THIS DOCUMENT ARE

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

PROJECT LOCATION URL:

BRIDGE LIMITS:

PROJECT LIMITS:

EXCEPTIONS:

RAILROAD CROSSING:

http://tiny.cc/16THSTNE

NONE

NONE

BEGIN STA. 1003+82.94 - END STA. 1176+44.20

BEGIN STA. 504+41.00 - END STA. 524+56.70

BEGIN STA. 1060+96.75 - END STA. 1062+43.79

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

T H

E

O F

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ROAD NAME

16TH. ST. NE

COUNTY

COLLIER

451283-1-58-01

FINANCIAL PROJECT ID

MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

TABULATION OF QUANTITIES

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

FUNDING SOURCE

TOTAL

GRAND

FDOT COLLIER COUNTY

PLAN FINAL PLAN FINAL PLAN FINAL

0700 1 111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 4 22 26

0700 1 500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 2 16 18

0700 1 600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 3 4 7

0700 2 113 MULTI-COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 20.1-30.0 SF EA 1 1

0700 2 114 MULTI-COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 30.1-50.0 SF EA 2 2

700 142802 ENHANCED HIGHWAY SIGN ASSEMBLY. SOLAR POWERED, RELOCATE-GROUND MOUNT EA 2 2

0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA

WHITE/RED (W/R) 79 79

YELLOW/YELLOW (Y/Y) 193 553 746

0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.530 4.750 7.280

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12" LF 86 777 863

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18" LF 37 37

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF 30 349 379

* PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE GM

10-30 SKIP 0.030 0.030

3-9 SKIP 0.100 0.100

* PAINTED, STANDARD, WHITE, ARROW EA

LEFT 12 12

RIGHT 11 11

RIGHT/THRU 3 3

LEFT/THRU 2 2

* PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.440 2.623 3.063

* PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 18" LF 416 416

* PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, GUIDELINE/EXTENSION/SKIP, 6" GM

2-4 DOTTED GUIDELINE 0.040 0.040

10-30 SKIP 1.030 0.940 1.970

0711 11 123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 86 777 863

0711 11 124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 37 37

0711 11 125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 30 349 379

0711 11 170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 28 28

0711 11 224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 416 416

0711 11 241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE/6-10 DOTTED EXTENSION LINE, 6" GM 0.040 0.040

0711 14 125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 80 80

0711 16 101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 2.530 4.800 7.330

0711 16 131 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6", 10-30 SKIP OR 3-9 LANE DROP GM 0.130 0.130

0711 16 201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.440 2.623 3.063

0711 16 231 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6" GM 1.030 0.940 1.970

S-2

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REVISIONS

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MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

W16-8P (36"X8")

E N

D

D E

A D

E N

D

D E

A D

W16-8P (36"X8")

DEAD END

DEAD END

S T

O P

DEAD END

DEAD END

S T

O P

22ND AVE NE

22ND AVE NE

22ND AVE NE

22ND AVE NE

SIGNING AND PAVEMENT MARKING GENERAL NOTES

11'11'

Y/Y RPM'S @ 40'

10'/30' SKIP 6" YELLOW

6" WHITE

6" WHITE

11'11'

6" WHITE

6" WHITE

Y/Y RPM'S @ 40'

2- 6" YELLOW

GENERAL NOTES

100' (MIN)

100' (MIN)

12'6'

TYPICAL INTERSECTION

Y/Y RPM'S @ 40'

10'/30' SKIP 6" YELLOW

6" WHITE

6" WHITE

6" WHITE

6" WHITE

TYPICAL 1

TYPICAL 2

TYPICAL 2

TYPICAL 1

TO REMAIN

EXISTING SIGN

TO REMAIN

EXISTING SIGN

TO BE RELOCATED

EXISTING SIGN

TO BE RELOCATED

EXISTING SIGN

Y/Y RPM'S @ 40'

2- 6" YELLOW

Y/Y RPM'S @ 40'

2- 6" YELLOW

Y/Y RPM'S @ 40'

2 - 6" YELLOW

Y/Y RPM'S @ 40'

10'/30' SKIP 6" YELLOW

Y/Y RPM'S @ 40'

2 - 6" YELLOW

¡ CONST. 16TH ST NE

¡ CONST. 16TH ST NE

(11')(11')

(11')(11')

12'

20' VARIES

VARIES

(TYPICAL 2)

16TH STREET NE

TYPICAL PAVEMENT MARKINGS SECTION

(TYPICAL 1)

16TH STREET NE

TYPICAL PAVEMENT MARKING SECTION

9.

8.

7.

6.

5.

4.

3.

2.

1.

W2-1 (30"X30")

W2-1 (30"X30")

4'

SIGNS R2-1

(24"X30")

STATION SIDE

1005+00 RT

1036+40 RT

1039+00 LT

1087+40 LT

1098+00 RT

1113+00 LT

1128+00 RT

1140+00 LT

1155+40 RT

1171+00 LT

TYPICAL PAVEMENT MARKING

LIMITS

TYPICAL 1 TYPICAL 2

BEGIN STA END STA BEGIN STA END STA

1005+83 1059+93 1003+83 1005+83

1063+36 1067+04 1059+93 1063+36

1083+31 1093+52 1067+04 1068+05

1096+63 1106+68 1069+15 1069+82

1122+96 1133+06 1080+82 1081+32

1136+18 1146+31 1082+31 1083+31

1149+33 1159+48 1093+52 1094+52

1095+63 1096+63

1106+68 1107+68

1108+81 1114+33

1115+31 1120+89

1121+96 1122+96

1133+06 1134+06

1135+18 1136+18

1146+31 1147+31

1148+33 1149+33

1159+48 1160+48

1161+51 1167+96

16TH ST NE SIGN REMOVAL

SIGN STATION

DEAD END 1003+89 RT

ROAD ENDS 300 FT 1057+67 RT

W14-1 1061+01 RT

W14-1 1061+02 RT

W14-1 1062+42 RT

W14-1 1062+42 RT

ROAD ENDS 300 FT 1065+81 LT

SPECIAL PROVISION DETAILS WHICH INDICATE USING A 2.5" X 2.5" GALVANIZED METAL SQUARE TUBULAR SIGN POST.

OUR SIGN ASSET DATABASE. CONTRACTOR TO FOLLOW TRAFFIC OPERATIONS SIGNING AND PAVEMENT MARKINGS

ALL SIGNS RELATED WORK TO BE COORDINATED WITH FELIX BURGOS, 239-252-5179, TO MAINTAIN INTEGRITY OF

STOP BAR TO ROADWAY IMPROVEMENT LIMITS OF CONSTRUCTION (VARIES).

SIDESTREET LIMITS FOR DOUBLE YELLOW CENTERLINE PAVEMENT MARKINGS AND RPM'S SHOULD EXTEND FROM

ALL EXISITNG STOP SIGNS AT SIDE STREETS ARE TO BE RELOCATED ADJACENT TO PROPOSED STOP BAR.

SIDE STREETS.

MATCH EXISITNG PAVEMENT MARKINGS AT THE BEGINING AND AT THE END OF THE PROJECT AND AT ALL

4" X 4" AND SHALL BE FROM THE FDOT QUALIFIED PRODUCT LIST.

OF 100 FEET OR AS SPECIFIED IN THE PLANS. REFLECTIVE PAVEMENT MARKERS SHALL BE

INCLUDING INTERSECTING ROADS AND SIGNALIZED INTERSECTIONS FOR A MINIMUM DISTANCE

PLACE RETRO-REFELCTIVE PAVEMENT MARKERS ALONG THE ENTIRE LENGTH OF THE PROJECT,

SHEETS ARE FROM ¡ CONST. 16TH ST NE.

ALL STATION AND OFFSET CALLOUTS ON SIGNING AND PAVEMENT MARKING PLAN

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 713.

MATERIALS AND INSTALLATION PROCEDURES SHALL COMFORM TO THE REQUIREMENTS OF THE STANDARD

MESSAGES AND DIRECTIONAL ARROWS SHALL BE PERMANENT TAPE PAVEMENT MARKINGS.

ALL PAVEMENT MARKINGS ON CONCRETE PAVEMENT AND ON CONCRETE STRUCTURES INCLUDING

BY THE COLLIER COUNTY TRAFFIC OPERATIONS DEPARTMENT.

WITH DESIGN STANDARDS INDEX. WARNING SIGN LOCATION CHANGES MUST BE APPROVED

LANDSCAPE, DRIVEWAYS, ETC., MAY BE ADJUSTED BY THE ENGINEER IN ACCORDANCE

SIGN ASSEMBLY LOCATIONS SHOWN ON THE PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, COMBINATION AS THE SYMBOL OR ROUTE MARKER.

ALL SYMBOLS OR ROUTE MARKER AUXILIARIES IN A VERTICAL ASSEMBLY SHALL HAVE THE SAME COLOR

700-1-500 1 EA

1 EA700-1-111

1 EA700-1-500

1 EA700-1-111

S-3

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REVISIONS

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MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

EXIST. SIGN

TO BE REMOVED

EXIST. SIGN

TO BE REMOVED

EXIST. SIGN

TO BE REMOVEDEXIST. SIGN

TO BE REMOVED

SIGNING AND PAVEMENT

MARKING PLAN (1)

N

10 40

Feet

Y/Y RPM'S @ 40'

6" YELLOW (10'-30' SKIP)

6" WHITE

6" WHITE

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

(1

(1

(1

(1

Y/Y RPM'S @ 40'

2-6" YELLOW

DRAINAGE EASEMENT LINE

DRAINAGE EASEMENT LINE

DRAINAGE EASEMENT LINE

DRAINAGE EASEMENT LINE

(1

(1 ')(1

(1

(1

(1

6" WHITE

6" WHITE

¡ SURVEY 16TH ST NE

STA 1062+43.79

END BRIDGE

¡ SURVEY 16 ST NE

STA 1060+96.75

BEGIN BRIDGE

¡ CONST. 16TH ST NE16TH ST NE

.9

.5

.5

.5

Y/Y RPM'S @ 40'

2-6" YELLOW

Y/Y RPM'S @ 40'

2-6" YELLOW

FPID 451283-1-58-01

FPID 451283-1-58-01

FOR AND CONSTRUCTED UNDER

NOTE: THIS SHEET IS TO BE PAID

BRIDGE MARKING DETAILS

1060 P

A

.3

1061 1062 P

A

.3

S-4

NPW

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MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

L

IM

IT

S P

E E

D

1 EA

10'X2.5'

GS-03

SEE GUIDE SIGN

WORKSHEET

SHEET S-11

STA. 1168+85 RT.

24"X30"

R2-1

STA. 1171+00 LT.

1 EA700-1-111

700-2-113

SIGNING AND PAVEMENT

MARKING PLAN (2)

N

10 40

Feet

(1

(1

Y/Y RPM'S @ 40'

2-6" YELLOW

¡ CONST. 16TH ST NE 16TH ST NE

(1

6" WHITE

6" WHITE

6" WHITE

6" WHITE

6" WHITE SKIP (3'/9')

Y/Y RPM'S @ 40'

2-6" YELLOW

EXIST. R/W

EXIST. R/W

Y/Y RPM'S @ 10'

2-6" YELLOW

.4

Y/Y RPM'S @ 10'

2-6" YELLOW

.5

INDEX 711-001 (TYP.)

SEE SPACING PER

W/R RPM'S @ 20'

6" WHITE

(1

(1

.8

.6

.6

.4

(1

(1

COUNTY PROJECT NO. 60212.1

FOR AND CONSTRUCTED UNDER

NOTE: THIS SHEET IS TO BE PAID

(1

@ 10' C/C (TYP.)

18" YELLOW

M A

T C

H

L I N

E

S

T A

.0

S E

E

S

H E

E T

S

1167 1168 1169 1170 1171 1172

S-5

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MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

Y O

U R

S P

E E

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L

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IT

S P

E E

D

700-142-802 1 EA

SEE GUIDE SIGN

WORKSHEET

SHEET S-11

GS-01

STA. 507+41 RT.

12.5'X3'

STA. 504+41 RT.

700-2-114 1 EA

EXISTING SOLAR POWERED,

ENHANCED SIGN ASSEMBLY

TO BE RELOCATED

SIGNING AND PAVEMENT

MARKING PLAN (3)

10 40

Feet

EXIST. R/W

PROP. R/W

6" WHITE

6" WHITE

Y/Y RPM'S @ 30'

2- 6" YELLOW

6" WHITE

EXIST. R/W EXIST. R/W

¡ CONST. RANDALL BLVD.

RANDALL BLVD.

(1

(1

(1

(1

(1

STA. 504+41.0

¡ CONST. RANDALL BLVD.

BEGIN SIGNING & PAVEMENT MARKING

N

(1

.6

.0

.0

.0

(3'/9')

6" WHITE SKIP

(3'/9')

SKIP

6" WHITE

@ 30' C/C (TYP.)

18" YELLOW

COUNTY PROJECT NO. 60212.1

FOR AND CONSTRUCTED UNDER

NOTE: THIS SHEET IS TO BE PAID

M A

T C

H

L I N

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S

T A

.0

S E

E

S

H E

E T

S

505 506 507 508 509 510

S-6

P

W N P

W

N P

WN

P

W N P

W

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MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

STOP

RANDALLBlvd

RANDALL

Blvd

T

H S

T N

E

1 EA

EXISTING SIGN

TO BE REMOVED

STOP

RANDALLBlvd

RANDALL

Blvd

EXISTING SIGN

TO BE REMOVED

EXISTING SIGN

TO BE REMOVED 1 EA

1 EA

A P

P R

O A

C H

B lv dA P

P R

O A

C H

B lv d

T

H S

T N

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T

H S

T N

E

STA. 513+58 LT.

STA. 514+20 RT.

STA. 510+56 RT.

700-1-600

700-1-600

700-1-600

SIGNING AND PAVEMENT

MARKING PLAN (4)

¡ CONST. 16TH ST NE

(11')

EXIST. R/W

EXIST. R/WEXIST. R/W

6" WHITE

6" WHITE

Y/Y RPM'S @ 40'

2-6" YELLOW

24" WHITE

6" WHITE

6" WHITE

6" WHITE

6" WHITE

Y/Y RPM'S @ 40'

2-6" YELLOW

W/R RPM'S @ 20'

6" WHITE

24" WHITE

PROP. R/W PROP. R/W

6" WHITE

(3'/9')

6" WHITE SKIP

Y/Y RPM'S @ 40'

2- 6" YELLOW

EXIST. R/W

EXIST. R/W

W/R RPM'S @ 2O'

6" WHITE 24" WHITE

(1

(1

(1

(1

(1

(1

(1

N

10 40

Feet

¡ CONST. 16TH ST NE

T H

ARROW (TYP.)

DIRECTIONAL

.0

RANDALL BLVD.

A P

P R

O A

C H

B

L V

D

.1

(2'/4')

6" YELLOW SKIP

(2'/4')

6" YELLOW SKIP

(1

6" WHITE

¡ CONST. 16TH ST NE

*STATIONS TAKEN FROM

6" WHITE

24" WHITE

(10'/30')

6" WHITE SKIP

(12') (12')(12') (12')

*+10.2

*+12.8

¡ CONST. RANDALL BLVD

.1

.5

R

R

*+80.5

*+66.6

W/R RPM'S @ 20'

6" WHITE

(12') (12')

(12')

R

.8

.3

*+63.8

5.5'

.6

¢ (TEMP. ROE)

¢ (TEMP. ROE)

COUNTY PROJECT NO. 60212.1

FOR AND CONSTRUCTED UNDER

NOTE: THIS SHEET IS TO BE PAID

(12')(12')

@ 10' C/C (TYP.)

12" WHITE

FOR SPACING)

(SEE INDEX 711-001

24" WHITE (TYP.)

M A

T C

H

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S

T A

.0

M A

T C

H

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S

T A

.0

MATCH LINE *STA. 1172+40.00 SEE SHEET S-5

S E

E

S

H E

E T

S

S H

E E

T

S

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S

SEE SHEET S-10MATCH LINE *STA. 1176+00.00

510 511 512 513 514 515

S-7

P

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L E

G

A

MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

T

H S

T N

E

L

IM

IT

S P

E E

D

Y O

U R

S P

E E

D

EXISTING SIGN

TO BE REMOVED

1 EA700-142-802

STA. 524+29 LT.

700-1-600 1 EA

EXISTING SOLAR POWERED,

ENHANCED SIGN ASSEMBLY

TO BE RELOCATED

SIGNING AND PAVEMENT

MARKING PLAN (5)

N

10 40

Feet

EXIST. R/W

PROP. R/W

6" WHITE

6" WHITE

Y/Y RPM'S @ 40'

2- 6" YELLOW

EXIST. R/W

EXIST. R/W

¡ CONST. RANDALL BLVD.

RANDALL BLVD.

(1

(1

(1

(1

(1

(3'/9')

6" WHITE SKIP

6" WHITE DIRECTIONAL ARROW (TYP.)

W/R RPM'S @ 20'

6" WHITE

+06.8

+64.2

+71.7

+06.7

+56.7

Y/Y RPM'S @ 30'

2- 6" YELLOW

INDEX 711-001 (TYP.)

SEE SPACING PER

+56.7

@ 30' C/C (TYP.)

18" YELLOW

(1

COUNTY PROJECT NO. 60212.1

FOR AND CONSTRUCTED UNDER

NOTE: THIS SHEET IS TO BE PAID

@ 10' (TYP.)

18" WHITE

M A

T C

H

L I N

E

S

T A

.0

S E

E

S

H E

E T

S

S E

E

S

H E

E T

S

M A

T C

H

L I N

E

S

T A

.0

516 517 518 519 520 521

S-8

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

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T R

O N

G I

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A L

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L E

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A

MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

GS-02

SEE GUIDE SIGN

WORKSHEET

SHEET S-11

STA. 521+56 LT.

12.5'X3'

1 EA700-2-114

SIGNING AND PAVEMENT

MARKING PLAN (6)

N 10 40

Feet

EXIST. R/W

PROP. R/W

6" WHITE

6" WHITE

Y/Y RPM'S @ 30'

2- 6" YELLOW

EXIST. R/W EXIST. R/W

¡ CONST. RANDALL BLVD.RANDALL BLVD.

(1

(1

(1

(1

STA. 524+56.7

¡ CONST. RANDALL BLVD.

END SIGNING & PAVEMENT MARKING

SIGN INFORMATION

SEE PREVIOUS SHEET FOR

+92.7+63.8

+87.4

@ 30' C/C (TYP.)

18" YELLOW

COUNTY PROJECT NO. 60212.1

FOR AND CONSTRUCTED UNDER

NOTE: THIS SHEET IS TO BE PAID

S E

E

S

H E

E T

S

M A

T C

H

L I N

E

S

T A

.0

522 523 524 525 526

S-9

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REVISIONS

DATE DESCRIPTION

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MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

SIGNING AND PAVEMENT

MARKING PLAN (7)

¡ CONST. 16TH ST NE

N

10 40

Feet

ARROW (TYP.)

DIRECTIONAL

APPROACH BLVD

6" WHITE

(10'/30')

6" WHITE SKIP

(1

(1

(1

(1

+44.2

+44.8

STA. 1176+44.20

¡ CONST. 16TH ST NE

END SIGNING & PAVEMENT MARKING

¢ (TEMP. ROE)

¢ (TEMP. ROE)

COUNTY PROJECT NO. 60212.1

FOR AND CONSTRUCTED UNDER

NOTE: THIS SHEET IS TO BE PAID

S E

E

S

H E

E T

S

M A

T C

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L I N

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S

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.0

P I

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S-10

4/22/2025austin.decker K:\NAP_Roadway\148075005_16th Street NE\148075005\signing\GSWKSP01.dgn1:27:46 PM

REVISIONS

DATE DESCRIPTION

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MANAGEMENT SERVICES DEPARTMENT

COLLIER COUNTY TRANSPORTATION

REGISTRY 35106

FORT MYERS, FL 33901

1514 BROADWAY, SUITE 301

KIMLEY-HORN AND ASSOCIATES, INC.

P.E. LICENSE NUMBER: 59674

RICHARD J. ARICO P.E.

8"EM

11"

11" 11"

EM8"

13"

80.6" 32.9"

6.5"

17"

6.5"

10'-0"

6.5"

10'-0" 1.25"

2'-6" 2.25"

White White

Green

R a n d a l l B l v d L

96.5 17 170

GS-03

1168+851

W3-3 6.5

6.5 8 9.4 96.5

2'-6"

GS-01 1

12'-6" 1"

507+41

3'-0" 3"

White White

Green

A p p r o a c h B l v d L

1 6 t h S t L

AR_Type D 690

AR_Type D 270

8 118.8

8 8 73.3

GS-02 1

12'-6" 1"

521+56

3'-0" 3"

White White

Green

1 6 t h L

A p p r o a c h B l v d L

AR_Type D 90

AR_Type D 270

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACESPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY COPY

SPACE

SPACE

COPY

SPACE

COPY

4/22/2025 1:27:46 PM K:\NAP_Roadway\148075005_16th Street NE\148075005\signing\GSWKSP01.dgnaustin.decker

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

SIGN

QTY

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

1 1

2 2

12.4 W 6 12 12 W 6 12

10 S 3 5.7 10.0

GUIDE SIGN WORKSHEET

14.5 23 30.8 38.5 47 51.8 61.4 70.1 74.1 81.8

W3-3 0 17 W3-3 0 17 17

N E

N E

64.2

10.3 18.3 25.1 38.4 46.5 67.4

51.6 55.9 63.9 70.7

S t

23.7 31.5 36.7 43.9 51.7 59.4 72.7 81.5 85.4 93.1

21.8

21.812

9.5

106.2

106.3 6

9.5

57 105.7 113.5

8 104.3

6 15.9

17"

12'-6"

6"

6" 6"138"

8"EM

8"

8"EM

8"EM

8"

6"

6"

17"3'-0" 8"

8"EM

6"

8"

3.5"

3.5"

118.8" 17"

12'-6"

6"

6" 6"138"

8"EM

8"8"EM

3'-0" 8"

8"EM

8"EM

8"

6"

6"

6"

17"

8"

3.5"

3.5"

126.8

127.0

26.3 36.3 44 51.8 72 79.8 93.1 101.7

58.7

84 92.1 113

98.4

10.512.0

118.8"

118.8

S-11